HomeMy WebLinkAbout1.0 Applicationo
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GARFIELD COUNTY
Building & Planning DePartment
1OB 8th Street, Suite 401
Glenwood Springs, Colorado 81601
Telephone: 970. 945. I 21 2 F acsimile : 970. 384 .347 O
arf ield-coLt nlv cort.t
Special Use Permit
GENERAL INFORMATION
h2 Street Address / General Location of Property:L @
CO
i Legal Description
,- Existing Use & Size of Property in acres 77o ,4r re- g
l=l ,-^e.- Description of Special Use Requested AS
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'> Zone District
of I "B a,l,o
i Address S,s+R-elephone
> CitY state: U f Zip code: 8{ l3 B rnx
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> City:state: CO Zip code: }lszf,_rnx
STAFF USE ONLY
i Doc. No
; Planner:
Date Submitted
Hearing Date
TC Date
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o I. APPLICATION SUBMITTAL REQUIREMENTS . ,Asaminimum,specificatlowandattachanyadditionalinformationto/ be submitted with this application:
/1. please submit, in narrative form, the nature and character of the Special Use requested'
Submit plans and supporting information (i.e. letters from responsible agencies). lnclude
specifications for the propo.6O use including, but not limited to, the hours of operation, the
number and type of vehicles accessing the iite on a daily, weekly and/or monthly basis. and
the size and location of any existing an'dlor proposed structures that will be used in conjunction
/rvith the proposed use, and provisions for eieciric power service and any other proposed utility
/ improvements. Be sPecific.
/2. lf you will be using water or will be treating wastewater in conjunction with the proposed use,
please detail the Jmount of water that wou'id be used and the iype of wastewater treatment' lf
you will be utilizing well water, please attach a copy of the appropriate well permit and any
other legal water sirpply informaiion, including a water allotment contract or an approved water
augmeniation plan io demonstrate that you hare legal and adequate water for the proposed
.{se.
/ uur^n a site pla n /map drawn to scale that PortraYs the boundaries of the subject property, all
ng and proposed structures on the ProPertY, and the County or State roadways within one
1) mile of your ProPertY ll you are ProPosing a new or expanded access onto a CountY or
State roadway, submit a d riveway or highwaY access Permit.
4. Submit a vicinity map showing slope / topography of your property, for which a U'S'G'S
1:24,000 scale quadrangle map willsuffice.o Submit a copy of the appropriate portion of a thes
subject property and all public and private landowners adjacent to Your ProPertY should
be delineated). ln addition,submit a I of all owners
information can be obtained from the
nty Assessor's Office. You will also names (if applicable) of all mineral interest
owners of the subject property, identified in the County Clerk and Recorder's records in
accordance with $24-6 5,5-101, et seq. (That information may be found in Your title PolicY
under ExcePtions to Title).
y( SrUrit a copy of the deed and a legal description of the subject property'
-y'ff you are acting as an agent for the property owner, you must attach an acknowledgement
from the property owner that you may act in his/her behalf'
@ Submit a statement that specifically responds to each of the following criteria from Section 5'03
of the Zoning Regulations:
(1) Utilities adequate to provide water and sanitation service based on accepted
engineering standarts and approved by the Board of County Commissioners shall either
beln ptacJor shall be constructed in conjunction with the proposed use.
(2) Street improvements adequate to accommodate traffic volume generated by the
proposeO use and to provide safe, convenient access to the use shall either be in place or
shall be constructed in conjunction with the proposed use:
of the
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(3) ,Design of the proposed use is organized to minimize impact on and from adjacentuses of land through installation of screen fences or landscape materials on the p"rifr,"ryof the lot and by location of intensively utilized areas, access points, lighting and signs insuch a manner as to protect established neighborhood character;
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Depending on the type of Special Use permit requested,you may need to respond toadditionalreview standards in the Garfield Co unty Zoning Resolution Section S.00
[Supplementary Regulations]. This may include uses such industrial uses [section 5.03.07 &5.03.081, Accessory Dweiling Units [section 5.03.211, Utility line/Utitity S ubstations, etc. Specificsections of the Zoning Resolution which can be localed on the G arfield County web site at
obtained from this office
or information can be
A $400.00 Base Fee: Appticant shail sign the "Agreement for paymentn form and provide thefee with the application.
J 1 1' Submit 2 copies of. this. completed application form and all the required submittal materials tothe B,uilding and Planning Department. Staff will request additional copies once the Specialuse Permit apprication has been deemed technica[y comprete.
ll. P EDURAL EQUIREI\4 ENTS(The following steps ouiline how the se Permit Application review process works in
County.)
Submit this completed application form, base fee, and all supplemental information to theGarfield County Planning Department. lt will be received and'given to a Staff planner whowill review the application for technical completeness.
Once the application is deemed technically complete, the Staff planner will send you aletter indicating the application is complete. ln addition, Staff will also send you a ,,public
Notice Form(s)" indicating the time and date ol- yo_ur hearing before the Board of CountyCommissioners' Prior to the public hearing, Staff will provide lou with a Staff Memorandumregarding your requested Special Use. (lf Staff determines ybu application to be deficient,a letter will be sent to you indicating that additional informition is needed to deem yourapplication complete.)
It is solely the Applicant's.responsibility to ensure proper noticing occurs regarding therequested Special Use and the pubtic hearing. !f proper notice has not ociurred, thepublic hearing will not occur. Notice requirements are as follows:
a. Notice by publication, including the name of the applicant, description of the subjectlol, a description of the proposed special use and nature of the hearing, and thedate, time and place for the hearing shall be given once in a newspap"r"ot leneratcirculation in that portion of the County in which the subject prop"rty ir to&t*O ,tleast thirty (30) but not more than sixty (60)days prior to tire Oate of 'such
hearing,and proof of publication shall be presented at hearing by the applicant.
b. Notice by mail, containing information as described in the paragraph above, shallbe mailed to all owners of record as shown in the County Asses-sois Office of lotswithin two hundred feet (200') of the subject lot and to all owners of mineral interestin the subject property at least thirty (30) but not more than sixty (60) days prior to
Special U
Garfield
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such hearing time by certified return receipt mail, and receipts shall be presented at
the hearing bY the aPPlicant'
c. The site shall be posted such that the notice is clearly and conspicuously visible
from a pubtic r,gh["f-*ry, witn notice signs providgd by the Planning Department'
The posring mu"st take pace at least thirty (30) but not more than sixty (60) days
prior to tf," n"rring date and is the sole iesponsibility of the applicant to post the
notice, and ensure-that it remains posted until and during the date of the hearing'
The Applicant is required to appear before the Board of county commissioners at the time
and date of the public neuring at which time the Board will consider the request' ln addition'
the Applicant shatt prlriO" pr"oof, at the hearing, that proper notice was provided'
Once the Board makes a decision regarding the Special Use request, Staff willprovide the
Appticant with a signld resolution m[moria'iizing the action taken by the Board' Following
the Board,s approval, this office will issue the Special Use Permit to the applicant' lf the
Board's approval incfuOes specific conditions of approval to be met, this office will not issue
the officiar speciar Use peimit certificate untir the appricant has satisfied all conditions of
approval. The special Use Permit approval is not finalized until this office has issued the
official special use Permit certificate signed by the chairman of the Board of county
Commissioners.
I have read the Statements above and have provided the required attached information
which is accurate to the best of my knowledge'
ro {
Property Owner)07t2007
G {onado 5b Pqrt>
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GAITFIELI) COUNI'Y BUILI)INC NND PLANNINC DEPAIITMENT
FEtr SCI_ItrDULB
ciarl]c'ld county, pursuant to l]oard of county conrnrissiolrcrs ("Board") llcsolution No.9g-09, has esrablisheda lbc slructure ("'[3ase Fec") lbr the processing ol'each type of subdivision ancl lantl use apptications.
l'hc Base Fee is an estitnate of the avcrage truntber of hours of stal'f time devolcd to an application, multipliedhy an hourly rate lbr thc pcrsonncl involved. The lSoard recognized that rhe subtlivision and land useapplication processing time rvill vary and that an applicant should pay rbr the total cost oi-the review rvhichntay require additional billing' Hourly rates baseri .n the hourly salary, una iri,g" benefits cosrs of rherespective posilions conrbined u'ith an hourly ovcrhead cost for the oftlccirvill be usJd to establish the actualcosr of county statf time clevoted to the revieiv of a particular project.
Actual staff tirrre spcnt rYill be chargcd against thc l]asc Fee. Arier the lJase Fee has been expended" theapplicant rvill be billed based on aclual s;fi hours accrued. Any billing shall be paid in full prior to finalconsideration of any land use pemtit, z-oning amendn:ent or subdivision ilun. lf ariapplicant has previouslyfhiled to pay application fees as required, no nerv or atlditional applications rvill he accepted lor processing untilthe outstanding l'ees are paid.
C'hecks, including the appropriate Base Fee sct fbrth belorv, must be submirted rvith each land use application,and ntade payable to the (iarlleld county Treasurer. Applications will not be accepted without the requiredapplication fee' Ilasc Fccs are non-rc'fundablc in full, uni"., a wrirten request ra, *iilroro* from the appticantis submitted prior the initial revierv or-the application materials.
Applications must include an Aereement fbr.-lla),ngnt Fonn ("Agreement") set forth below. The Agreementestablishes the applicarlt as being responsihli It, p"yr""i oi all cosrs associared with prmessing theapplication' The Agreeulent must be signed by the po,ry ,.rponsible for puyr*ni ,nd submitted with theapplication in order firr it to be accepted.
The conrplete fbe schedtrle lor subdivision and land use applications is attached,
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GARFIED COUNTY I]UILI)ING ,\NI) I'L,\NNING DEPARTI\{ENT
BASE FEES
l'hc lollo\,ing Basc Fcus shallbc rcccivcd by thc Courrry at the timc olsubrnittrlof any proccdural application
ro rvhich such ttes relatc. Such l]asc Fccs shall bc in addition to ancl cxclusi'','c ol'any cost lbr publication or
cnst.l'cgnslltilg scrvicc dcrcrnrirred nc!:essary b,"* the lloard lbr the consideration olany application or
additional counry stalltinre or expensc not.,ru"rld by the llasc l'-ee, rvhich lrave not othenvise been paid by the
applicant to the (:ounty prior to linal action upon thc application tcndercd to the County.
TYPE OF PROCEDUITE
Vacating Public Roads & I{ights-of-Way
Skctch I'lan
Preliminary Plan
Final Plat
Amendcd Plat
Exenrption liont the Dellnition of Suhdivision (Sll-35)
Land Use Pernrits (Special Lse/Conelitional LJ.se l>crntits)
. Administrativc/nopuhlic hearing
. IJoard Public l-learing only
. Plaruting Contmission and Board revicrv & hearing
Zoning Anrendntentsr Zone District nrap anrcndntcnt
: Zone District text amenclmentr Zone District map & text amendment
. PUD Zone District &'[cxt Amcndntcnt
. PUD Zone District'Icxt Amendment
('omprc-hcnsive Plan Amendment
Board of Adjustmcnt. Variance. Interpretation
Administrative Permits. lrloodplainDevelopntent
' Pipelinel)evelopment
Planning Stalf HourlY Rate
' Planning Director
. Scnior Planncr
' Planning Technician
, Secretary
I}ASE FEE
$400
s325
5675 + applicatiorr ag,ency review lees
and outside consultattt review lbes, as
authorizcd pursuanl to the Rcgulations,
such as thc Colorado Geologic Survey
s200
s 100
s300
s250
s400
ss25
$450
$300
$s00
$500
$500
$4_s0
$250
$2s0
$400
$400
$50.s0
s40.50
$33.7s
s30
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County Surveyor ltevierv Fee (int'lucles rstieru o.f',"lnrcntlet! Dctermined by Survcyor$
Plats, I"inal Plats, Exentption Plats)
$ll - l'' page
Sl0 each additional pagc
Mylar Recording Fee
Page 2
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The lbllou'ing guidelines shall be used lbr the administration of the f'ee structure ser lbrth abovc:
l. All applications shall be subnritted rvith a signed Agreentent ftrr Payment form set lbrth helow.
2- County stallshall keep accurate record of actual time rcquire4 for the processing oleach land use
application, zoning anrendment, or subdivision application. Any additional billing rvill occur commensuratewith the additional costs incurrcd by the County as a result of having to take more time that that covered by
the base fce.
3. Any billings shall be paid prior to linal consiclcration of any land use permit, zoning amenrlment, or
subdivision plan' All additional costs shall be paid to the execution of'the writtcn resolution confirming
action on the application.
4. Final Plats, Anrended or Corrected Plats, Exenrption Plats or Pernrits rvill not be recorded or issued until all
lees have been paid.
5. ln the event that the Board detennines thal special expertise is needed to assist them in the review of a land
use pcrmit, zoning amcndntent, or subdivision application, -such costs rvill be home by $e apptica,t and
paid prior to the final consideration of the application. All additional costs shall be paid prioi to the
execution of the rvritten resolution conlirming action on the application.
6. If an application invnlves multiple revien s, the Applicant shall be charged the highest Base Fee listetl
above.
7. 1'ypes of "Proccdures" ttot listed in the abovc charr will be charged at an hourly rate based on the pertinent
planning staffrate listed abor,e.
8. The Planning Director shall establish appropriate guiclc.lines lbr the collection ol'Additional Billings as
required.
9. 'Ihis lee structttre shall be revised annually as part of the County budget hearing process.
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The lirllorving guidelines shall be trsed lbr the adlninistration of the l'ee structure set lbrth above:
l. All applications shall be submitted rvitlr a signed Agreement fbr Payment tbrm set lbnh bclou'
2. County stafl'shall kcep accurate record of actual tirrrc rcquired lbr the processing oleach land use
application, zoning anrendmcnt, or subdivision application. Any additional billing rvill occur comntcnsurate
with the additional costs incurrcd by thc County as a rEsult of having to take morc time that that covered by
the basc fec.
3. Any hillings shall bc paid prior to I'inal considcration olany land use permit, z.oning amendment, or
subdivision plan. All additionalcosts shall be paid to tlte cxecution ol'thc rvritten rcsolution confinning
action on tlre application.
4. Final Plats, Amended or Corrected Plats, Exenrption Plats or Pennits u,ill not be recorded or issued until all
lbes havc bcen paid.
5. ln the er,ent that the Board detennines that special expertise is needed lo assist tlrent in the review of a land
use pcnnit, zoning amcndmcnt. or subdivision application. such costs will be bome by the applicant and
paid prior to the final consideration olthe application. All additional costs shall be paid prior to thc
execution olthe writtcn resolutiolt conlinning action on the application.
6. Il'an application involves rnultiple reviervs. thc Applicant shall be charged the highest Base Fee listed
above.
'?. Types of"'Procedures" not listed in the above chart will be charged at an hourly rate based on the pertinent
planning staffrate listed above.
8. The Planning Director shall estahlish appropriate guidclines lbr the collection of Additional Billings as
required.
9. This fee structure shall be revised annr-rally as part olthe County budget hearing process.
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GAITFIELD COUNTY BUILDING AND I'LANNING DEPARTMENT
AGITEE]\,TENT FOR PAYN{ENT FORM
{Shull bc suhmitted with applicution)
OARFIELD COUNTY (hereinaller (:OUN"IY) and
(hcreinafier APPLICIANT) agree as ftrllows:
Colono J<:5A Ae- P*rks
submitted to UNTY an appl ication ro, (, Qle-Go[ {,Jal.e-f
4 inafter,'fHE PROJECD. I
2. APPLICIANT underslands and agrees that Carfield County Resolution No. 98-09, as amended,
establishes a l'ee schedule lor each type of subdivision or land use review applications, and the guidelines fbr
the adrninistration of the l-ee structure.
3. APPLICANT and COUNTY agree that because of the size. nature or scope of the proposed
project, it is not possible at this time to ascertain the lull extent of the costs involvrd in processing the
application. APPLICANI' agrees to rnake paymcnt ol'tlre lJase Fce. established fbr the PROJECT. and to
thereafler permit additional costs to be billed to APPLICANT. APPLICANT agrees to make additional
payments upon notification hy the C-OUNTY rvhen tlrey are necessary as costs are incurred.
4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of
consultirtg service delerntined necessary by the Board ol' Counly Conrmissioners lbr the consideration of an
application or additional COUNTY stafftime or cxpcnse rrot covered by the Base Fee. lf actual recorded costs
exceed the initial Base Fee, APPLICANT shall pay additional billings to CIOUNTY to reimburse the COUNTY
l-or thc proccssing of the PROJECT nrerrtioned above. APPLICANT acknowledges that all billing shall be pairl
prior lo the linal consideration by the COUNTY ol:rny land use pernrit, zoning anrendmenl, or subdivision
plan.
APPI,ICANT
Signature
Date:/a
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/14,'ke firvenS P-or et{/%ao i9e/-tJ
i\{ailing Artdress: Cr/o'a1 Wk , Ar,a 84,on CK,, e-
Print Name
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t0t2004
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Page 4
Rrrle Gep Srere Penrs
AppucarroN FoR CeRrrrcATE oF DestoNmoN
Pneplneo ey
Scnuuesen GonooN MeYen, INc.
97o.349.5355
Mrxe HaveNs
Pno.lecr MANAGER, CO Srare Panxs
97o.434.6862
Maacx 2OOA
Colorado State Parks
Rocky Mountain Reglon Offic€
361 32 Road / P.O. Box 700 ' Clifton, Colorado at SiO ' Phone (970) 434-6862 . FAX (970) 434-6878 'www.parks state co'us
Morch 10,2008
Gorfield CountY Commissioners
l08 8ih Street, Suite 40.|
Glenwood SPrings CO 8.l601
Subject: Request for Approvol of Certificote of Designotion, Woter Treotment Plont
Brine Processing Focility, Rifle Gop Stote Pork
Deor Ms. Houpt, Mr. Mortin, ond Mr' McCown:
The drinking woter plont of Rifle Gop Stote Pork needs some work' The brine
evoporotion ponds of the woter plont ore too smoll, ond must be exponded' Recent
Stote of cororodo regurotory chong.r iuqrire us to obtoin o certificote of Designotion
from Gorfierd county for this work. ihu pripose of this retter is to request your opprovol
of our project. A fovoroble recommendotion from Gorfield County will ollow us to
proceed with the Stote review ond opprovol process'
r hove incruded o short summory of the situotion of the end of this letter. Greoter detoil
is provided in the ottoched documents. I om hoppy to onswer ony questions you moy
hove. lolso oppreciote the odvice of Ms' Dohlgren' Mr' Jormon' ond Mr' Pesnichok of
your stoff.
Sincerely,
Mike Hovens, P.E.
Rocky Mountoin Region Project Monoger
cc: Kurt Mill, Rocky Mountoin Region Monoger, colorodo Stote Porks
c:\Documents and settings\mhavens\My Documents\AA Park Projecls\Rifle Gap\RO^S^VIMU\SV1A4U Technical\svvMUTechl3 sUP Cover Letter to Garfield county
Commissioners 03-08 doc
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Colorado State Parks
RockY Mountain Region Office
36132Road/P.o.Box700.Clifton'Colorado81520.Phone(970)434-6862 FAX (970) 4U-687 8' www.parks.state.co.us
Rifle Gop Wqler Treolment Plont
The Rifle Gop woter treotment plont is locoted on o ridgeline obove the moin entronce
to the pork. The setting is shown in Photo # 1'
Photo # l: View of Pork Woter T reotment Plont Loco tion from Across the Loke
c:\Documents and settings\mhavens\My Documents\AA park proiects\Rifle Gap\Ro^s^vvMU\svvMU Technical\svvMUTechl3 sUP covor Letterto Garfield county
Commissioners 03-08.doc
Page 2 dl 7
Pork EntronceTonkWolerolePlontNwilheIreotmenlelin
361 32 Road / P.O. Box 700'Clifton
Colorado State Parks
RockY Mountain Region Office
Colorado 81520'pnone (szoi+a+-oaoz 'FAx (970) 434-6878 'www'parks state co us
TheRifleGopwotertreotmentplontUsesoreverse-osmosls
for consumption on the pork. A byproduct of the process is
This brine flows into two lined ponds, where it is supposed to
overview of the ponds is shown in Photo #2'
process to treot wellwoter
concentroted solt woter.
completelY evoPorote. An
Photo #2: Existing Brine Ev oporotion Ponds
The design of the woter plont wos reviewed ond opproved by the Woter Quolity
control Division of the Stote Heolth Deportment in 2004. Thot opprovol process
included input from Gorfield countv it thot time, the brine hondling focility wos not
subject to odditionol permitting'
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Commissioners 03-08.doc
Page 3 of 7
361 32
Colorado State Parks
Rocky Mountain Region Office ,
Road / p.o. Box 700 . ctifton, cotoraoo
-at
sy'o . phone (szoi as+-oaoz . FAX (970) 434-6878 ' www.parks'state'co us
The plont wos sized for the current level of
produce up io 900,000 gollons of drinking
woter. As our current pork improvements
noticed thot the evoporotion ponds were
pork development. Thot meons we will
woter onnuolly, with o similor omount of brine
progressed during the spring of 2007, we
not big enough (Photo #3).
Photo #3: EvoPorotion Pon ds Are Too Smoll
c:\Documents and settings\mhavens\My Documents\AA park projecls\Rifle Gap\Ro^s^vv'Ntu\swMU Technical\swMUTechl3 suP cover Letterto Garfield county
Commissioners 03-08 doc
Page 4 ot 7
Colorado State Parks
361 32 Road / P.O. Box 700'Clifion'
Rocky Mountain Region Office
cotoraoo a15lO . phone (gz6i+i+-oaoz . FAX (970) 434-6878. www.parks.state.co.us
We engoged the services of Schmueser Gorden Meyer to design on upgroded set of
evoporotion Ponds.We plonned to P oce up to five new Ponds olong the ridgeline.
This oreo is currentlY o storoge oreo for Po rk equipment, ond is locot ed outside the
pub ic occess oreos. The ProPosed new P ond locoiions ore shown IN Photo #4, ond the
propo sed evoporotion pond design is shown in the drowing on the next Poge'
Photo #4: ProPosed Lo cotion for New EvoPorotion Ponds Vehicles Are Porked A t The
Existing Ponds
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Commissioners 03-08.doc
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Colorado State Parks
361 32 Road i p.o. Box 7oo .crifton, coro,rolati;yoTBilHi#sylT.9o[L?.r* (e7o) 434-6878 .www.parks.state.co.us
During the design process, we consulted with the Hozordous Moteriols ond Woste
Monogement Division of the Stote Heolth Deportment (HMWMD). We discovered thot
the Heolth Deportment wos reevoluoting oreos of regulotory outhority. They
determined during the foll ol2OO7 thot our evoporotion ponds would need to comply
with HMWMD requirements.
The opplicoble stotutory outhority for this requirement is contoined within C.R.S. 30-20-
l02 to -,104. The ossocioted regulotions ore 6 CCR 1007-2: Regulotions Pertoining to
Solid Woste Sites ond Focilities. Within this fromework, Gorfield County will issue the
Certificote of Designotion for our exponded evoporotion ponds. Thot is the reoson for
our current request.
C:\Documents and Settings\mhavens\My Documentrs\AA Park Projects\Rifle Gap\RO SVVIVIU\SWMU Technical\SwMuTechl3 SUP Cover Letterto Garfield County
Commissioners 03-08.doc
PageT oi 7
Colorado State Parks
361 32 Road i p.o. Box 700 . crinon, cororaoXalcg#El..:t#i#ti,+Jr?Tl?. r* (e7o) 434-6878 . www.parks.state.co.us
Morch 10,2008
Gorfield CountY Commissioners
108 8th Street, Suite 40.|
Glenwood Springs CO 8,l50,|
Subject: Request for Approvol of Certificote of Designotion, Woter Treotment Plont
Brine Processing Focility, Rifle Gop Stote Pork
Deor Ms. Houpt, Mr. Mortin, ond Mr. McCown:
The drinking woter plont of Rifle Gop Stote Pork needs some work. The brine
evoporotion pondi of the woter plont ore too smoll, ond must be exponded. Recent
Stote of Colorqdo regulotory chonges require us to obtoin o Certificote of Designotion
from Gorfield county tor this work. ih" prrpose of this letter is to request your opprovol
of our project. A fovoroble recommendotion from Gorfield County will ollow us to
proceed with the Stote review ond opprovol process'
lhove included o short summory of the situotion of the end of this letter. Greoter detoil
is provided in the ottoched documents. I om hoppy to onswer ony questions you moy
hove. lolso oppreciote the odvice of Ms. Dohlgren, Mr. Jormon, ond Mr. Pesnichok of
your stoff.
Sincerely,
,/
Mike Hovens, P.E.
Rocky Mountoin Region Project Monoger
Cc: Kurt Mill, Rocky Mountoin Region Monoger, Colorodo Stote Porks
C:\Documents and Settingshhavens\My Documents\AA Park Proiects\Rifle Gap\RO-SWMU\SWMU TechnicaI\SWMUTechl3 SUP Cover Letter to Garfield County
Commissioners 03-08.doc
Page 1 ol 7
Colorado State Parks
36'1 32 Road / P.O
RockY Mountaln Region Office
Box 700 . Ctifton, Cotorado drsZo;Fnon" (szoilg+-OaOz 'FAx (970) 4Y-6878 'www'parks'state'co'us
Rifle Gop Wqter Treqlment Plqnt
The Rifle Gop woter treotment plont is locoted on o ridgeline obove the moin entronce
to the pork. The setting is shown in Photo # l '
Photo # I : View of Pork W oter Treo tment Plont Locotion from Across the Loke
c:\Documen* and s.ttings\mhavenB\lvly Document'\AA Park Proiects\Rifle Gap\Ro-S\A/MU\swMU Technical\swMuTechl3 suP co'er Lett.r to Garlield County
CommisEion€r3 03-08.doc
Page2 d 7
Pork EnlroncewithIreolmenlPlont,Nole Wqler knToSh
Colorado State Parks
36,1 32 Roacr / p.o. Box 700 . crifton, co,o,.roXao,"#oTBLlAi#Sy';J.?XL"i. r* (e70) 434-6878 . www.parks.state.co.us
The Rifle Gop woter treqtment plont uses o reverse-osmosis process to treot wellwoter
for consumption on the pork. A byproduct of the process is concentroted solt woter.
This brine flows into two lined ponds, where it is supposed to completely evoporote. An
overview of the ponds is shown in Photo #2.
);:
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Photo #2: Existing Brine Evoporotion Ponds
The design of the woter plont wos reviewed ond opproved by the Woter Quolity
Control Division of the Stote Heqlth Deportment in 2004. Thot opprovol process
included input from Gorfield County. At thot time, the brine hondling focility wos not
subject to odditionol permitting.
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Commissioners 03-08.doc
Page 3 of 7
Colorado State Parks
361 32 Road
Rocky Mountaln Region Oftice
/ p.o. Box 7oo . ctifton, cotoraoo-at 6y'o. phon" lszo| aa+-oaoz . FAX (970) 4u-6878' www.parks.state'co'us
The p lont wos sized for the current evel of pork development. Thot meons we will
produce uP to 900,000 gollons of drinking wote r onnuolly, with o similor omount of brine
woter. As our current pork improvements progresse d during the sPring oI2007,we
noticed thot the evoporotion ponds were not big enou gh (Photo #3).
Photo #3: EvoPorotion Pon ds Are Too Smoll
c:\Documents and settingsvnhavens\My Documents\AA park projects\Rifle c6p\Ro^srA/l\itu\swMU Technical\s\A/MUTech l3 suP cover Letter to Garfield county
Commissioners 03-08.doc
Page 4 of 7
-
Colorado State Parks
361 32 Road / p.o. Box 700. crinon, coro,.offi#oTBHt#i#i?L9.Il?. r* (e70) 434-6878'www.parks.state.co us
We engoged the services of Schmueser Gorden Meyer to design on upgroded set of
evoporotion Ponds. We P on ned to ploce uP to five new ponds olong the ridgeline
This oreo is currentlY o storoge oreo for pork equiPm ent, ond is locoted outside the
public occess oreos. The ProP osed new pond locoti ons ore shown in Photo #4, ond the
proposed evoPorotion Pond de sign is shown in the drowing on the next poge'
Photo #4: ProPosed Locotion for New Evoporotion Ponds Vehicles Are Porked At The
Existing Ponds
C:\Documents and Settings\mhavens\My Documents\AA Park Pro,ects\Riffe Gap\Ro-SWMU\SWMU Technical\SWMUTechl3 SUP Cover Letter to Garfield County
Commissioners 03-08.doc
Page 5 of 7
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Colorado State Parks
361 32 Road / p.o. Box 700 . crifton, co,o,rolrtl"#oYBHlii#il?9.[L?. r* (e7o) 434-6878 . www.parks.state.co.us
During the design process, we consulted with the Hozordous Moteriols ond Woste
Monogement Division of the Stote Heolth Deportment (HMWMD). We discovered thot
the Heolth Deportment wos reevoluoting oreos of regulotory outhority. They
determined during the foll of 2007 thot our evoporotion ponds would need to comply
with HMWMD requirements.
The opplicoble stotutory outhority for this requirement is contoined within C.R.S. 30-20-
1O2to -104. The ossocioted regulotions ore 6 CCR 1OO7-2: Regulotions Pertoining to
Solid Woste Sites ond Focilities. Within this fromework, Gorfield County will issue the
Certificqte of Designotion for our exponded evoporotion ponds. Thot is the reoson for
our current request.
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?
{
STATE OF COLORADO
Dedicqted lo protecting qnd improving the heollh ond envircnment ofthe people ofColorado
Bill Ritter, Jr., Govemor
James B. Martin, Executive Director
Grand Junction Regional Office
222 s.6th st. Rm 232
Grand Junction CO 81501-2768
Fax (970) 248-7198
ht tp : //www. c dP he. s tate. c o. us
tii
., '. lr.r
Llf r- ? i 7-U08 Colorado Department
of Public Health
and Environment
December 23,2008
Garfield County Board of County Commissioners
108 8th Street, Ste 213
Glenwood Springs. CO 81601
Re: Special Use Permit and Certificate of Designation
Rifle cap State Park water Treatment Plant Brine Impoundments
Garfield CountY
Dear Commissioners:
The Hazardous Materials and Waste Management Division of the Colorado Department of Public Health and
Environment (Division) recently completeJ the technical review of the Application for Certificate of Designation
(Application; ior surface disposal of reverse osmosis brine water from the water treatment plan at the Rifle-Gap
State park. our recommendation for approval of this Certificate of Designation (CD) was sent to the Garfield
county Board of county commission".t 6occ; on December I l, 2008. on December 17, 2008 we received
correrpond"nce from the County Building & Planning Department that indicated the Special Use Permit and CD
for this facility had been approved on June 9, 2008 in Resolution No' 2008-76'
The original Application proposing a lateral expansion of existing impoundments was-received by the Division
March 21,200g. A revised Applic-ation dated May 2,z}Orwas referred by Garfield county and was received in
our office on May 7, 1OOB. The BoCC approved ihe special Use Permit and CD before the Division provided
comments for our first Technical Review (luty e, 2008i. The applicant revised the Application now duJ:q
^
September 19, 200g. The Division issued *oth". leuer of technical review comments on october 24,2008 and
receiveC the re','isicn p3ges cn Deceinber 5, 2008.
please note that Garfield County has not followed the protocol outlined in 30-20-104 of the Solid Waste Act as
outlined in our correspondence dated April 28, 2008 that states the following:
(3)(a) prior to the issuance of a certificate of designation, the governing body having jurisdiction shall require that
tt i'r"port, which shall be submitted by the applic,int under seition 30-20-103, be reviewed and a recommendation
u, to app.oual or disapproval be made Uy the department and shall be satisfied that the proposed solid wastes
disposal site and facility conforms to the local gtvernment's comprehensive land use plan and zoning restrictions, if
urry. eny technical rordition, of approval maJe by the department in its final report shall be incorporated as
requirements in the certificate of designation. The application, report of the department, comprehensive land use
plan, relevant zoning ordinances, and other pertineniinformation shall be presented to the governing body having
jurisdiction at a publ-ic hearing to be held after notice. Such notice shall contain the time and place of the hearing,
shall state that the matter to be considered is the applicant's proposal for a solid wastes disposal site and facility,
shall provide a description ofsuch proposed site and facility, and shall provide a description ofthe geographic area
I
Special Use Permit and Certificate of Designation
Rifle Gap State Park Brine Impoundments
Sincerely,
f&/b*J ) .
Robert Peterson, Environmental Protection Specialist
Solid Waste and Material Management Unit
Solid and Hazardous Waste Program
M. Havens, Colorado State Parks
D. Pesnichak, Garfield County Planning
SW GAR GAP 2.I
GJ file
December 23,2008
Page2
that is within three miles of such proposed site and facility. The notice shall be published in a newspaper having
general circulation in the county or municipality in which the proposed solid wastes disposal site and facility is
located at least ten but no more-than thirty days prior to the date of the hearing. In addition, the notice of such
public hearing shall be posted at a conspicuous point in at least one location at the offices of the governing body
iraving jurisdiction andln at least one location at the proposed site. Such notice shall be posted for a period
beginling at least thirty days before the public hearing and continuing through the date of such hearing'
(b) At the public hearing held pursuant to the provisions of this subsection (3), the governing body shall hear any
written or oral testimon! presented by governmental entities and residents concerning such proposed site or facility.
All such testimony shalibe considered by the governing body having jurisdiction in.making a decision conceming
such application. itor the purposes of this subsection (3), "residents" means all individuals who reside within the
geographic area controlf"i UV the governing body having jurisdiction or within three miles of the proposed site and
Iu"i-nryo. who own propertywhicf, lies within three miles of such proposed site and facility without regard to
which county or municipality such individuals reside within."
The Division suggests that the requirements of the Act were not strictly followed by Garfield County and that the
public notice anJ-public hearing warrant re-visitation. As noted above, the final revisions to the Application were
extensive and involved much oithe Engineering Design and operations Plan, Appendix I and all of the drawings.
Slope stability issues at the site warrantid additional freld investigation and engineering analyses that resulted in
significant "hung",
to the pond footprints and design of the liner and leak detection system' For example, only 5
iripoundments were approved by the Division including the replacement of the 2 existing impoundments- The
apiroved liner system^inco.poraies a robust combination of a composite liner, leak detection system and basal liner
*itn z layers of geosynthetic liner material specified. It is imperative that only the approved engineering design
and operatio.,r ptun be implemented at this facility consistent with the final version of the Application. It is also
imperative thatihe County documents are consistlnt with the approved Application which requires replacement of
specific pages in the document dated September 19, 2008.
In summary, it was the determination of the Division that the proposed facility (Application dated September 19,
200g with ievision pages dated December 5, 2008) can comply with the technical, environmental and public health
standards of the Act uia tn. Regulations if the facility is constructed, monitored and operated as detailed in the
Application and with the conditions of the Division as stated in the approval letter. Therefore the Division
recommended that this facility may be approved by the Garfield County based on these and any local criteria'
Contact Bob peterson with any questions or concerns regarding the Division comments (970-248-7151).
cc
STATE OF COLORADO
Dedicated to prorecring and imprcting the heqlth and enviroment ofthe people ofColorado
Bill Ritter, Jr., Governor
Martha Rudolph, Executive Director
Re:
Grand Junction Regional Office
222South66 St. Rm. 232
Grand Junction, CO 81501-2768
Phone: (970) 248-7164
i7*.-x* \
1t-<t U-ov't ) u
hnp : //www. cdp he. s t ate. c o.us
Colorado Departrnent
of Public Health
and Environment
February 17,2010
Mr. Mike Havens
Colorado State Parks
P.O. Box 700
Clifton, CO 81520
Certification of Ponds A through E - Approved
fufle Gap State Park WTP Brine Impoundments
Dear Mr. Havens:
The Hazardous Materials and Waste Management Division of the Colorado Department of Public Health and
Environment (Division) received final construction quality assurance (CQA) information pertaining to the certification of
Ponds A through E at the Rifle Gap State Park water treatment plant. Schmueser Gordon Meyer submited the final report
in December 2009 signed and sealed by a Professional Engineer registered in Colorado. The facility was to be
constructed in accordance with the design and operations plan (D&O) as revised December 5, 2008. Based on the review
of the referenced document and the approved D&O, it appears that the sub-grade construction, installation of a double
synthetic liner and leak detection system and associated piping and stormwater controls have been constructed in general
accordance with the approved D&O and subsequent revisions. The facility is approved for operation according to the
D&O. The financial assurance information has been submitted including the closure cost estimate and the finance
mechanism. Final approval of the financial assurance will be provided by the Denver office. Please contact Mira
Neumiller at303-692-3350 for status of this review process.
In closing, the Division is authorized to bill for the review of technical submittals pursuant to C.R.S. 30-20-109 (2) (b) at
the rate of $i25 per hour. An invoice tbr the Division's review of the report will be transmitted to you under separate
cover. Please contact the undersigned at 97 0-248-7 1 5 I if you have questions regarding this correspondence.
Sincerely,
!t.\----
Robert J. Peterson, Environmental Protection Specialist
Solid Waste and Material Management Unit
Solid and Hazardous Waste Program
J. Burgess, SGM
D. Pesnichak, Garfield County Planning
SW GAR GAP 2.3
GJ file
cc
Dedicaled lo protecling qnd imptoving the health and environment of the people ofColomdo
Bill Ritter, Jr., Govemor
James B. Martin, Executive Director
Grand Junction Regional Office
2225.66 St. Rm232
Grand Junction CO 81501-2768
Fax (970) 248-7198
http : //www. cdP he. state. c o.us
May 12,2009
Mr. Mike Havens
Colorado State Parks
P.O. Box 700
Clifton, CO 81520
STATE, OF COLORADO
RECEIVE,D Colorado Department
of Public Health
and Environment
MAY 1 4 2009
s$silft?8"^H$'lI
Re:Conditional APProval
Certification of Ponds D and E
Rifle Gap State Park WTP Brine Impoundments
Dear Mr. Havens:
The Hazardous Materials and Waste Management Division of the Colorado Department of Public
Health and Environment (Division) receivJt preliminary construction quality assurance (cQA)
information pertainrrrg toirre certif:rcation of ionds D and E at the Rifle Gap state Park water treatment
plant brine impoundrients. Schmu"s., Gordon Meyer submitted a summary report dated May 4,2009
to the Division. The facility is being constructed inaccordance with the design and operations plan
(D&O) revised December i, ZOO3. 1f,. frr.pose of submitting the summary of CQA information was
to request that ponds D and E receive brine water from the other existing ponds so that they may be
deconstructed and the new ponds B and c constructed in their stead'
The Division has reviewed the information provided and visited the site on May 7,2009 to observe the
on-going construction and meet with the CQA engineer' it appears thaltl: facility is being
constructed in general accordance with the pao ind with appropriate field observations and
documentation with oversight by a professional Engineer registered in colorado. Therefore the
Division approves the use of ponds D and E conditional upon the submittal of a final cQA report for
all of the ponds anci review anci approvai of that iiocumeni by the Divis-ion' we iook iorward to
receiving the final CQA certification report in the fall of 2OOg' Please keep us informed of the
construction progress as well aS any Oesign changes that may be necessary during the construction
period. It should be noted that the submi-ttal reviewed also included the estimated closure and post-
closure cost estimate lirrira party) ro, trrir facility to comply with financial assurance obligations' The
cost estimate will be reviewla ana comments *itt be made gby the Division) under separate cover.
Mr. Mike Havens, Colorado State Parks
Conditional Approval - Ponds D and E
Environmental Protection Specialist
Solid Waste and Material Management Unit
Solid and Hazardous Waste Program
J. Burgess, SGM
D. Pesnichak, Garfield County Planning
SW GAR GAP 2.3
GJ file
May 12,2009
Page2
please contact the undersigned with any questions or concerns about the information provided in-this
correspondence. In closing, the Divisionis authori zedtobill for its review of technical submittals,
pursuant to c.R.S. 30-20-id9 (2) (b). An invoice for the Division's review of the Application will be
transmitted to you under separate cover. The current fee is $125.00 per hour' Please contact me at
971-24g-7151 if you have questions regarding this correspondence.
Sincerely,
cc:
STATE OF COLORADO
Dedicared ro protecring and imprcving the hearth and ewironment of the peopre ofcolorado
Bill Ritter, Jr., Govemor
James B. Martin, Execr.rtive Director
Grand Junction Regional Office
2225.6ll,St. Rm232
Grand Junction CO 81501-2768
Fax (970) 248-7t98
ht tp : //www. cdphe. s t ate. c o. us
October 24,2008
Mr. Mike Havens
Colorado State Parks
P.O. Box 700
Clifton, CO 81520
ffiH,{:]h,EVH,H}
OcT 2 7 2008
;:j;ir,i:ii ir:u.i.; '-u;'.-li',.i i I
iJ U l LD r l,;il; .:r' i rl-Al'lN i i\i :
Colorado Department
oflPublic Health
and Environment
Re Technical Review Comments for
Revised Certificate of Designation Application
Rifle Gap State Park wrp Brine Impoundments in Garfield county
Dear Mr. Havens:
The Hazardous Materials and Waste Management Division (Division) of the Colorado Department of public Healthand Environment completed the technical review of the Appiication for Certificate of Designation (CD) for surfacedisposal of reverse osmosis brine water from the water treatment plant at the Rifle Gap State park (Application).
The original Application proposing a lateral expansion of existing impoundments (not currently under a CD) wasreceived March 21,2008._ A revised Application dated May 2,26o8was referred by Garfield County and wasreceived in our office on May 7,2008' The Division provided comments for the Technical Review on July 9, 200gand then we received a revised Application dated Sepiember 19, 2008 with subsequent minor revisions.
The revised Application was reviewed to determine its compliance with the requirements set forth in the Solidwaste Disposal sites and Facilities Act, Title 30, Article 20,Part 1 of the coloiado Revised Statutes, as amendedand with the regulations promulgated there under 6 CCR 1007-2 (Regulations). In accordance with the solid wastestatute C'R'S., 30-20-103 (2) a formal "technical review" of the appl[ation is required. The key itern of concernwas the geotechnical stability ofthe facility. Re-evaluation of the iite conditions and slope stability analyses havebeen completed and incorporated into the revised Application including redesign of seveial impoundments and thellner system.
There are several additions, revisions and clarifications that are recommended for dre Application document so thatit may be a good working document in the future and so that there will be minimal confusion on the design oroperations of the facility. The Division's comments are provided below. We recommend that these revisions bemade directly to the text of the engineering design and operations report (EDoR), the operations and maintenancereport (o&M report) 91the lTL Thompson Report as appropriate. i'lease proriol onlythe revision pages for thesereports (to me) in duplicate for insertion into the 3-ring bindir. Please do not send another 3-ring bilde; at thispoint.
- I understand that stability Sections I and 2 were analyzed through the existing ponds I and 2and that thenew (combo) pond B was setback to raise the factor of safety aciording to soire "factor of safety setback
Mr. Mike Havens, Colorado State parks
Revised CD Application - Technical Review Comments
October 24,2008
Page2
line"' There are several concerns.remaining: In addition to the questionable stability along the Section l,the embankment for dre new combo pond B along Section 2 was moved to the south n"u* to the steepsouth slope likely representing a less stable configuration and the Section C-2 has a broad area (shown inblue) of a FS<I.5. Therefore we require CTL Thompson or your designee provide the slope statitity rorSections I and2 that incorporate the proposed new pond B design anJsetbacks and also to indicate the"setback line" on Figure l.- The Division understands the liner system is proposed as follows (top down): 36 mil Rpp, Geosyntheticclay liner (GCL), Geocomposite drain, 36 mil RPP and very good sub grade. The placement ofbCl abovethe drainage layer is not a standard design and there is some Conc"rn with potential affect of the GCL onthe underlying drainage layer. Information we have obtained suggests there is some potential that if
saturated (by flyid in the drain) the bentonite may intrude into the large weaves of the geonet although thiswillbe hindered !v tt e two (2) Iayers of non-woven geotextile. Construction may also be more difficult(than with a standard liner system). Deployment of GCL on the drainage layer would need to be donewithout vehicles.typically utilized for deployment. For your informatio-n, thl Division would approve arevision to this liner design as follows (top down): 36 mll RPP, Geocomposite drain, 36 mil Rpp, GcL,good sub grade.- We understand that the GCL will be a Bentomat ST which incorporates a geotextile on both sides of thebentonite. We also understand that the Geocomposite will consist of a geonet (drain) sandwiched between
6 oz. geotextile. Please confirm the specifications for each component If the liner and leak detection
system in the _EDOR page 6 first paragraph. In addition please verift (in the text) that there will be a .,mild
slope" of the liner system and drain towards the leak detiction rurnp in each impoundment and state thedesign slope. This is not reflected on sheet4 but it is noted on sheit z.- In the EDoR, please add a section that provides information for a construction quality assurance (CeA)Plan' A plan must provide a framework from which CQA can be accomplished and a certification reportcan be written' A certain amount of this information is included in Appendix G - 200g project Manual,which is essentially a bid document for contractor bidding and selectitn. The key items that are missingfrom the Application relative to a CQA Plan are: Notation that CQA will be coniucted during construction(sub-grade preparation, liner system, leak detection system, piping system, other infrastructurl; under thedirection of a Professional Engineer registered in Coiorado (p.B l; tt-,"t a Certification report *itt u"prepared, stamped and signed by the P.E.; as-built surveying wili be provided by a Registered professional
Land Surveyor; and that approval of the Certification ."po.t 1Uy CDPHE) is necessary prior to utilizing thefacility. The CQA Plan can reference the 2008 Project Munruifor manyof the construction specifications
but the document is large and cumbersome for a third party engineer lana the Division) to determine theirresponsibilities with regard to CeA.- We have a coupie oicomments with regarcis to the 2008 Project Manuai: No testing frequency is providedfor field compaction in Section 4.02 (C), no tolerances are piovided in Section 3.0:, hydiation of tihe GCLis not recommended for flris project as mentioned in Section I 1.0, CDOT Class I backfill must satisff thesub grade specifications provided on the drawings, and remove Section 02774 from the manual.
The following identifies specific sentences or paragraphs in the document and provides comments and in somecases (following the word Edit:) actual verbiage for possible replacement of text.
- EDOR Page I last sentence: Edit; revise 2.13 acres to 2.5 acres as shown on Sheet 10.- EDoR Page I last paragraph: Isn't it true that the 5 ponds proposed do not provide the build-out goal of900,000 gallons but a smaller numbe^r as indicated in Appendix A? Reviseiext accordingly.- EDOR Page 3 second paragraph: Reference is made at multiple locations in the documen-t about thetesting proposed fol-t_he salt precipitate and the languag" u."d and/or the analytical testing program
are not consistent. We suggest using the closure ptan (oarvr Section 8) as the place to pirriae"ttretesting information' We suggest that the regulations not be quoted for iesting p.og.u., ,nless youwish to test for everything (in the regulations). Edit: replace regulatory citati"on that is inparenthesis with a reference to ..(O&M Section g),,.
/t
Mr. Mike Havens, Colorado State parks
Revised cD Application - Technical Review comments October 24,2009
Page 3
- EDOR Page 4 first paragraph: The storm water for this site needs to flow off of and away from thecD boundary to minimiie infiltration of another rour* of water. (and not be able to either enter animpoundment or pond (against the access road, etc.). Edit: please state that there will be noponding of storm water anywhere inside the cb uounaa.y; controls are designed for the 25-year,24-hour storm event (not just the 24--hour eueng ,rJ'irr", ""* water discharges will occur fromthe cD boundary' Please-contact Matt czahor"rw"i.r qrarity controlDivision to determine if astorm water management plan and/or a dischargr p".*i, are needed. (303.692.3575)
:33$I;,:"1.third
paragiaph: Please request a waiver rrom sectio, z. r.s of the Regulation for
- EDoR Page 5 first paragraph: The lurqu:g: conceming the ponds and freeboard in this paragraphis slightly different than Page 2 of the6afu. !rr" rr"ir"ge in the o&M is preferred. please editaccordingly' Also please toroue reference to Pond F irr3;.i1r being propir"a in the Application,although it does not appear that there is any space [t in-irr. cD for another pond.- EDOR Page 5 last paragraph: The facility site conaitions do not support clais III impoundmentsdue to instability therefore these will be ieferred to ur ciu* I impoundments. please make the textrevisions throughout this document.- EDoR Page 6 first paragraph: The liner description is not consistent with the full liner system andleak detection system tlat is proposed. Please revis. ,o ir,ut this important design criterion is
,TJ[tiili'nd
clear to the readei' Include rp".in" inro*ution on rii" ;;;;'that are proposed in
- EDoR Page 6 Section 7 for waivers: Delete reference to Section 2.1.2 (A)(B) because a waiver
f,:il"tT",X','il3X,X'Joou'
waste is not acceptable and that is why there i.;;; ,".""ning that is
- EDoR Page 6 Section 7 for waivers: Please add a waiver request for Section 2.1.g of theRegulation for access control and justifr why no gate is i"l"rrury.- o&M Page I third. paragraph: Edii; ,ruir. z ac.eJto z.i u.r., as shown on sheet l0- o&M Page 2 Section 3: Piease add a paragraph providing the address orflr" iacirity, hours ofoperation' key personnel contact informatiJn unou.ung""of anticipated arr"i"rg" rates into theponds.
- o&M Page 4 section 4 first paragraph: Please remove the first paragraph stating compliance with 5specific sections of the regulition-s. Monitoring for the "*t"nrir" parameter listJ (such asgroundwater) within these regulations is not wirranteJ r"irr,. waste stream enterlng theimpoundments at this facility.- o&M Page 4 Facility Design or waiver Records: Edits: remove the f'st bullet referencing financialasslrrance docurnentation as it should be waived. Bcit fairii.; rire seconJ t rirl,lrt" 2 bullets; Newbullet I stating: "A construction Quality Assurance ""iin"u,io, report and construction as-builtdetails will be signed/stamped by i P.oibrsion"l E"gi;;;;;;gistered in colorado and submitted tothe Division for review uri uppiorul prior to utilizaion ortt ut impoundment,,. New bullet 2stating: "variations from the ipp.or.a^ le1ign qo of..utiorr procedures will be provided to theDivision (prior to instigation of the variatio-n; ror "ipr*;r';;d approved and thqvariations will be[ffi*o in the records"' Modifications t" tt. eb'on iri ur.f'r""0 ," L"
"pproved my Garfierd
- o&M Page 4 operations l,ogs: Please add a new first bullet that states: ,oEach impoundment willbe inspected each dav the facility is in operation for p*"r,i"ijij"*r'"ro ffi;r:Tl#;iffi:J;:"
;J.',1,"#t"'tv"'
Each inspection must be documented urJ pru""o-in ttre opeiaiinfieco.a for the
- o&M Page 6 fourth checked box: Edit: notification of a change greater than 20%ois required toCDPHE indicating unaccountable water volume.
""r:Y"'r"f;""f ;Tfft#,,:" bullet: Edit: remove the sotids testing inrormation and instead refer to
I
Mr. Mike Havens, Colorado State Parks
Revised CD Application - Technical Review Comments
October 24,2008
Page 4
O&M PageT third bullet: Edit: remove the regulatory citation and the language "original or
amended lists of characteristic . . . .. : The testing of pond waters for monitoring quarterly should
include Arsenic, Chromium, pH, conductivity, uranium/radium and TDS.
O&M Page 7 Not Necessary to monitor: Edit: remov e the 7 bullets in this section and the heading.
These are provided in other sections of the document and are confusing as is.
O&M Page 9 Section 8 Solids Removal first paragraph: Please remove regulatory citation for
6CCR 1007-2, Section 12 in both places of this paragraph as it is for facilities permitted to accept
sludge's. Please propose to test the salt precipitate for the following parameters; "uranium/radium,
8 RCRA metals, pH, the paint filter test and any additional testing that is required by the permitted
solid waste landfill receiving the salt waste".
O&M Page l0 Section 9 first paragraph: Remove the second sentence pertaining to the "sign of
suitable size shall be placed....." as it is not appropriate for this facility
O&M Page l0 Section 9: Edit: add a bullet that provides the cleanup standards for closure.
Consider - "for corrcentrations of potential contaminants beneath the Iiner that are greater than the
Colorado Soil Evaluation Values (CSEV's), additional assessment will be conducted".
O&M Page 11 item viii. Edit: Remove existing language and replace with "All piping shall be
removed from the site at closure".
To facilitate the technical review process and the approval of the Application, we encourage you to contact
the Division to arrange a meeting to discuss this letter and review the edits to the document prior to re-
submittal.
Please contact the undersigned with any questions or concems about the information provided in this
correspondence. In closing, the Division is authorized to bill for its review of technical submittals, pursuant to
C.R.S. 30-20-109 (2) (b). An invoice for the Division's review of the Application will be transmitted to you under
separate cover. The current fee is $125.00 per hour. Please contact me at970-248-7151if you have questions
regarding this correspondence.
Sincerely
Robert J. Peterson, Environmental Protection Specialist
Solid Waste and Material Management Unit
Solid and Hazardous Waste Program
cc:J. Burgess, SGM
D. Pesnichak, Garfield County Planning
SW GAR GAP 2.1
GJ file
STATE OF COLORANO
Jr*ri.'dtis'errhlrrrarrrlerer,r$lBlufr{t,ieJrrd/Jrfrrrd$1,lrr,(ftre$,r{$tilw4t{tol! *J.jtt*},1
Siit ldittcr, Jr, Cc,vEmar
J*rnrs *. ${n:trvu Er:ecurlre Dlrcctar
(-ii';irid "l urtrt.ir.rrt t{*giorrii} (}ttir:*
?).3 s,.6'! 5r. Knr tll
(irir:rd Junctisn ({l * I 50 I -1?6S
[rEX {*?U}:ri$-?l+tl
,i$p',;n,rfi r rdgirr-.rtr,fe. *n, **
{.iEI I ;i 20l"li:
Cot*{$d0 $epatlfiletlI
oflPrbkc Heslli
and linvirwlil*$,
Decenrkler _l l. 3i:Ul8
Garfu:ld County Boarrl *f C*unty Cumffiixsioneffi
l o8 I'h Strect- St* 2 I 3
Clen".'.c*J $prings. C() 8l6C!
Re;Re*onrrm*nei*tieln *l' Appnrval
{-l*rltficate uf l}esignati*n App}ication i l}esigrr antl t)ptratlcns P}an
R,ifle {imp Statc Park Wut{r'Iieatmetlt Plant {UrTP) Rrir.re lmpoundments
{iarfield Cti*nty
Ilear C*rimissi*ners
T?rs l:Iay,ard$u:r l{stedels end Wasts N,{anagemarrt Divisir:n (Dit'ision} of the Coloradc Deparlment of
Plrhlir: I{ealth al:itr Envire*ment complet€d the technical revierv of the App}ication fbr Cemificate o{'
Desigrmtit-rrr {CD} {App}ic*tlun} far sur{ace dispos*l of rur.ierse irsrno$i$ brine rllater fiotn ttre u'atcr
{reatm*nt plrllr at tlre Rifle fi*p State Park. Thr ;lpplicati*n Fil}p{-}sal is tei inc,rease ths number of hrine,
*vap*rati$H intproundnrents at the facilily tlra* arc int*nd*d ftrr storage. tfi)etment andior disposal af rHaste
brine rvxter frrrm the WTP crperation,
T'he prriposerl fac,ility is krfirterJ on p,:CIpqrl) *urrently utilized by th* B.ille Cap State F*rk revers{-l osmosis
r.vater tr*atrnent plant {WTf} just nofihheirthcast of Rille {iap Reservoir rrff of Highx'ay 3?5 in Garfield
(lounfi,. The {-lD *}Ba is ?.5 ages surr.;rurding 5 inap*undnrents {.& tluough E} rvhich rvi}l consist of a
leak d*testi*n $y.-jitvm fGeocnnrposite drain) heneath a con:posite liner {36 mil polypropylene synthetic
li*er a*rl * {io*ct:rnprsite clay lineri and *b*v* snfither 36 mil synthetic linsr. it should be noted thar the
robust lir:er anrl le.ok, detectjan s),st{rn \&'.rs ry&rranted dne til th* p{rtential flor slopr instabiiity at t]ris site
anrt nrt rlue t* the r:ksrni*t-ry (or t*xiciq--) of the rvaste itself.
'I'he ariginal Applieari*n proprsing s lateral rxpansi*n of existilg imp*undrtents i.not currently rneder a
LIDJ inas received hlarrh 31,2CI08. A rcr,ised Applicrrtion clatetl fuIay 2.1008 rnvas referrcd by fi*rfield
C*unt1. artc[ was received in our oflicc *n ivlay 7" 2CI08. 'I]:e Division provide.d commsnts for the
"lerfunieal R*r,ierv on July 9,30*t{ and thrn rec.eil'ed a revi*etl Application dated September l9- 20$S.
'Ihe Divixi*n issr-l*d ancth*r lEttrr of techrical rcvierv cofi)fl1ents on Octtrber ?4, 2008 attd received the
rrvisi*n p*gts on Deeember 5,:tlfi$"
Certifieate of llesignarion Applica{inn - Recornmend*d Approval
Rif'le fiap Smt* Fsrk Brine hupounrtnlents
I&lnaft.?.m^.-
Ituhert Pet*rxsn, Hnyir*nmental Prulectinn Spec.ialist
S*lid Waste and h{nt$rinl &{anagernent Unit
Soliel imd l:lazard*us W*st* Fr*gxmr
tt M" I"l*r,ens. Cr:k:rad* St*ie Faullr
J. Hurgess, S*hlnri*s*r Gorrl:n h.{eyrr
I), Prsnichnk, (iar:lisld C*u*ry Planning
S1fu fiAR fiAtr ].;
fi.| filr
Chnrt*s Unit Leader
Sc;lid W*ste and f,4oterial Manag*merlt Uni(
Ssllid ond Hazardous \!'aste Pr*glam
Decsmher l l, 3tl{)8
Page2
fhe Ag,plicatifin r\a;i rsviervst{ to deternrin its cr:mpliance u,ith the requiremsilts ser fonh in th* Solid
Wa,sre Dispt:"tul $ite* ar.rd Flecilitirs A*t.'l"irl* 3t1..&rticle 20. Fart I of tlre Coloradn Revi$ed .ltatures, as
amendecl (tlte Ast] ancl r.l.irh the regulations pr*nlulgat*cl there under 6 CCR 1007-2 {Regulations}. In
atc*rd*n*€ with tl:e Ac{ iil-30-li}3 (:} a f*rmal "'technical revisr+.'of the applicati*n is required. The
llir.itirr* has ronducted the tecluric.al revi*u,of the Agrplicfltior {and r*visi*ns) and visiteti the site of the
pnrpos*d imp*ut*dn:ents, A public notice was puhlishrd in the Glenrvood Springs Post Independent on
L,lay 3S. 3fi08.
It is the drt*r.minatio* *f the ilir.i*irln th$t the prc'poscd facility can c*nlply rvith the technical,
envirqrnmentatr ancl puhlic hedth stanrlurds cf the rlct md rhe R*gulations if the fncitity is consrructed,
nr*x.itor*d anrJ *purated as elctaileri in the Appli,catirn and with tlr* c*nditiotrs of the Divisi*n as st&Ied irr
thi* lettqr. Based nn this tl*ses$ntlnt* th* Divi"sion recornmcnds thnt this facility m*y be approved by the
fiitrfield C*unt1' [-.,n;ed r:n these and any' trocal criteria. Our aprrr-:val of the appli*ation hns t]:e lhllou'ir:g
**nditiein* th*tt shall hr incorprorated in the CD wh*n snd if issued b3' Cnrfi*lel Cr:unty:
L 'l"he taciliti' s}:nll c*nrply with the publir health and enviror.trental iarys, standnrds, altd
rcgulnliotls ol"the Cnlnrado Deperfinent ot'Fublic Hmlth and linvimnment and all orher applicable
State" Federal nnd t*cal rules and srdinanees.
2. A f,ertificsti*n rcport docum*nting tire ronstnr*ri*n qaality 6t$$urence (CQA) I'or each
itxpoulrrint**x isig3red by * Profbssionnl Engineer registeret{ in Coloradoi is requirecl to
h'e revierved nr:d approveri by the Sivision prior to thc acc*ptar:ce of an1'rtaste.
3. ilinanrial Assurance a$ otitlifisd in -section tr "8 of the R*grilations wili he required to be
in pl*ce" rer.iert'sd and appr*r'ed hy the Dir.isior: anrl {-}sr{ield C'ourrty sirt_v (60)
husin*ss ii*,r's hcfnr* tht dnt* *n t*lriclr waste is first received" 'Ihe naiver for financial
ito$$un{mce as discu:sed in the Engineering Design and Oprrati*ns Pl*n is not appr*ved
Ibr this thcilitv.
As rrquir+d b1' the A*t, 30-10-10a(3[a) and {Ii{hi" Curlield Cuunty' is ohligated tr notice rheir citizens
artd **nduct *r public hcxring regareling the proposed solid r,va*te ?brilitv. {.Jpon {iarti*kl Counrl,'s final
rt:soluti*n eonctrning th* Cexilicatr: of llesignation. please fhrw'artl :l c$py to the Divisicrn. Canlact Bol)
P*lers*n rt'ith *ny tluestions or coac.*rns regarding ths llivision's rerommsndation fbr approval (970-?4S-
7151),
$ince.rely.
Dedicated to protecling and impmving lhe heqlth qnd environnent ol the people ofColorado
Bill Ritter, Jr., Govemor
James B. Martin, Executive Director RECEIVET}
Grand Junction Regional Office
2225.66 Sr. Rm 232
Grand Junction CO 81501-2768
Fax (970) 248-7198
ht t p : //www. c dp he. s t ate. c o. us
JUL 1 O 2OOB
GARFIELD UOUN I Y
BUILDING & PLANNING
Re
Colorado Department
of Public Health
and Environment
July 9, 2008
Mr. Mike Havens
Colorado State Parks
P.O. Box 700
Clifton, CO 81520
Technical Review and Comments for Certificate of Designation Application
Rifle Gap State Park WTP Brine Impoundments in Garfield County
Dear Mr. Havens:
TheHazardous Materials and Waste Management Division (Division) of the Colorado Department of
Public Health and Environment completed the technical review of the Application for Certificate of
Designation (CD) for surface disposal of reverse osmosis brine water from the water treatment plan at the
Rifle Gap State Park (Application). The original Application proposing alaterul expansion of existing
impoundments (not culrently under a CD) was received March 21,2008. A revised Application dated
May 2,2008 was referred by Garfield County and was received in our office on May 7,2008. In addition,
the Operations and Maintenance Report portion of the Application was revised May 9,2008 and was
received in our office on that date. Following a site visit May 28, 2008 and associated discussions, you
have provided a revised Hydrogeologic Evaluation that includes evaluation of the stability of the site with
regards to potential slope failure. This document was received on June 13, 2008 and was authored by
CTL Thompson. The proposed facility is located on property currently utilized by the Rifle Gap State
Park water treatment plant (WTP) just north/northeast of fufle Gap Reservoir off of Highway 325 in
Garfield County. The Application proposal is to increase the number of brine evaporation impoundments
at the facility that are intended for storage, treatment and/or disposal of waste brine water from the WTP
operation.
The Application was reviewed to determine its compliance with the requirements set forth in the Solid
Waste Disposal Sites and Facilities Act, Title 30, Article 20,Part I of the Colorado Revised Statutes, as
amended and with the regulations promulgated there under 6 CCR 1007-2 (Regulations). In accordance
with the solid waste statute C.R.S., 30-20-103 (2) aformal "technical review" of the application is
required. The Division has conducted the technical review of the Application and visited the site of the
proposed impoundments. Based on the information provided, the Division has concerns regarding the
stability of the site and the proposed liner design given the geologic and geomorphologic conditions at
STATE OF COLORADO
Mr. Mike Havens, Colorado State Parks
Certificate of Designation Application - Technical Review
July 9, 2008 Page2
the site. A positive recommendation for this site to Garfield County cannot be made for this proposal as
submitted.
The Factors of Safety (FS) for 8 scenarios were evaluated (by CTL Thompson) including 2 impoundments
and shalloildeep failures under static conditions assuming leakage and no leakage. The FS for all
scenarios ranged from 1.1 to 1.4. The Division agrees with the conclusions drawn by CTL Thompson
(page 13) which stated that a FS of 1.5 (or greater) is typical for waste impoundments. CTL Thompson
also suggested altematives to increase stability of the design including an increased setback of 50 feet,
flattening slopes, lowering pond elevations and/or using a composite liner system. Based on the report
even a more robust synthetic liner with a leak detection system would not increase the FS, which assumed
no leakage for 4 models. We recommend that you consult with CTL Thompson to determine what
information would be needed to further assess the failure potential and possibly increasing the FS.
Perhaps additional boreholes, test pits and material testing to rneasure/map the near surface materials and
the bedrock surface will provide more favorable analyses. Sensitivity of the modeling should also be
evaluated. Note that additional geotechnical information may be available from the Bureau of
Reclamation for the design of the Rifle Gap reservoir pertaining to the landslide deposits nearby.
Although the proposed Application (as submiued) is deemed unacceptable, the Division provides the
following additional comments for consideration in future submittals. As we have discussed, the current
Application warrants several additions, revisions and clarifications which are described below.
l. The proposed liner for the impoundments is a 36 mil polypropylene geomembrane on
recompacted native material. The proposed liner system should be revised and should be
reflective of the results of the slope stability re-evaluation and other changes to the facility
(such as location). In our recent telephone conferences the Division has discussed
examples of more robust liner systems including double synthetic liners with a leachate
drain and/or a leak detection system (LDS) and composite liner systems (synthetic and
clay). We expect that any revised application for this specific site will include (at a
minimum) a liner design that incorporates a primary synthetic liner, a secondary liner and
some type of LDS. We request that your consultants contact the undersigned at anytime
during the re-design process to discuss the (to be) proposed liner system.
2. Relative to the proposed liner design if a revised Application is developed for this project
the sub-grade (beneath a synthetic liner) must have a specification relative to the particle
size (including minus 200 fines) and compaction, such that a hard, uniform surface can be
constructed directly beneath the geomembrane.
3. Alternative liner designs were considered (and included) in the original Application.
Liners including a Geocomposite Clay Liner (GCL) and a recompacted clay liner were
presented as altematives to the 36 mil synthetic liner. Please note that this type of
language remains in the Application for these alternative liners, which are not approved
for this site within the technical review of the (curent) Application. The specific
language on the top of page 6 of the EDOR and on page 8 of the O&M Plan must be
revised and should accurately present the liner design proposed for arry future
Applications submitted. Only one liner system should be proposed such that one liner can
be approved. Also consider providing for protection of the geomembrane from the LfV
light to maximize the useful life of the material.
4. In accordance with Section 2.1.8 of the Regulation, 'osites and facilities shall control
public access, prevent unauthorized vehicular traffic, provide for site security both during
Mr. Mike Havens, Colorado State Parks
Certificate of Designation Application - Technical Review
July 9, 2008 Page 3
and after hours, and prevent illegal dumping of wastes". The Division understands that
some access control will be provided because of the proximity (to the facility) of the
Visitor Center and on-duty personnel including a Park Resource Technician, Park Rangers
and ground hosts. However a locked gate should control access to these impoundments
along any vehicle access. Also a perimeter fence to keep wildlife out of the
impoundments would be necessary to minimizethe potential for damage and leakage.
5. Given the facility will not have an operator onsite at all times when waste water is being
discharged into an impoundment and that the Operations and Maintenance Plan (O&M)
calls for water levels to be less than 3.5 feet in depth, which assures that a minimum of 2
feet of freeboard is maintained, it is imperative that monitoring of water levels in each
impoundment is conducted on a daily basis. We also understand that much planning is
involved with producing adequate water supplies for anticipated park occupation such that
the amount of waste r,vater rvill be generalll, knolvn ahead of time so that rnanual control
of water disposal can work well. It is our understanding that the WTP will only operate
when a Park Resource Technician is at work within the park. Provide information on the
rate at which waste water is produced and estimates of how quickly the ponds would fill
to the point of discharge if the system was left unattended. Please include a description of
what controls are proposed to ensure impoundments would not over fill if operational
failures occur. For example: What if a Park Technician is injured during work and is
taken off-site and the WTP continues to operate for an extended period of time ?
6. The hydrogeologic investigation was conducted in February 2008 and included 5
boreholes. PVC pipe was placed in several of the boreholes and 2 of these were checked
(for water) during our site visit. Boreholes BH-} and BH-4 (Pond B and E respectively)
remained dry and should be 40 feet minimum depth bgs. Based on the data from these
boreholes, there appears to be no perched zone developed on the Mancos bedrock. A
waiver from monitoring of groundwater quality may be reasonable for this site. However
the Division will review any new information (or Application) concerning the issues
described in this correspondence before making a decision on this waiver. As described
previously, the Division will likely require a LDS be included into the engineering design
which might consist of wet/dry monitoring wells.
7. Section 4 of the O&M Plan provides some information on the monitoring of the "water,
salt and scum" in the ponds. The Division recommends that the Plan be revised such that
on a quarterly basis the waste water and the salt precipitate from one pond are sampled
and tested for, uranium/radium, pH (field), conductivity (field) and the 8 RCRA metals
(dissolved on the water, total on the solid). The pond that is monitored will change
quarterly and will rotate through the series of ponds. Following 8 quarters of monitoring,
a request to revise the monitoring frequency and,ior analytes may be provided to the
Division for review. Alternatively water may be sampled directly from the plant
discharge pipe (or similar structure) before it enter any impoundment.
8. Section 9 of the O&M Plan provides a Closure Plan for "clean closure" of the
impoundments. Item x. in Section 9 must be revised to include characteization of the soil
directly beneath the synthetic liner in each impoundment, once the sludge (salt) is
characterized and removed. The analyical testing for the salt precipitate must be
conducted consistent with the waste management plan for the solid waste landfill that will
be evaluating the waste for acceptance (or denial). The characterization of the soil
underlying the geomembrane should be tested for Total Petroleum Hydrocarbons (TPH),
uranium/radium, pH, conductivity and 8 RCRA metals (total). Additional analytes may
a
Mr. Mike Havens, Colorado State Parks
Certificate of Designation Application - Technical Review
July 9, 2008 Page 4
be added to the list based on the history of the facility and conditions of the site/materials
at the time of closure. Within this approach, you might consider collecting representative
background chemical samples of sub-grade material (prior to geomembrane deployment).
g. Typically a listing of groundwater wells located within 1 mile of a site is provided in an
eppfication. Given the extreme geologic dip (towards the reservoir); the likely direction
of contaminant migration in the vadose zone would be to the south-southwest (towards the
reservoir and the ,our"" wells for the public water supply). However it is unlikely that
potential impacts to groundwater quality (alluvial saturated zone) can be identified from
ihis facitity due to dilution from lake water and the similarity in chemistry. In lieu of this
information, identification of the other groundwater wells within 1 mile is not necessary.
please contact the undersigned with any questions or concerns about the information provided in this
correspondence. In closing, the Division is authorizedta bill for its review of technical submittals,
p*rrr*t to C.R.S. 30-20-109 (2) (b). An invoice for the Division's review of the Application will be
iransmitted to you under separate cover. The current fee is 125.00 per hour. Please contact me at970-
248-7151if you have questions regarding this correspondence.
Sincerely,
lzd'pil J
Robert J. Peterson,
Solid Waste and Material Management Unit
Solid andHazardous Waste Program
Schmueser Gordon Meyer, Inc.
Garfi eld County Commissioners
David Pesnichak, Garfield County Planning
SW GAR GAP 2.1
GJ file
Environmental Protection Specialist
cc
Colorado State Parks
361 32 Road / p.o. Box 700 . crifton, corol.roxir"#oYBHHi#ii;&:6gl?. .* (e70) 434-6878 . www.parks.stare.co.us
June 20,2008 Vio e - moil to: d pesnic ho k@gorfi eld -county. com
Dovid Pesnichok, Senior Plonner
Gorfield County Building ond Plonning Deportment.l08 8th Street, Suite 40,|
Glenwood Springs CO 8.l60.l
Subject: Weed Monogement Plon for Rifle Gop Stote Pork
Deor Mr. Pesnichok:
Attoched is the weed monogement plon for Rifle Gop Stote Pork. lom submitting this
document in response to ltem #5 of your letter doted June 3, 2008. lt is for review by
the Gorfield County Vegetotion Monogement Deportment. I understond thot their
opprovol of our plon is required prior to finol issuonce of our Speciol Use Permit ond
Certificote of Designotion for the Brine Ponds focility.
Rifle Gop hos been operoting on integroted weed monogemeni progrom since 2002,
The implementotion plon is updoted onnuolly. The ottoched document consists of
three components:
l. The lntegroted Pest Monqgement Plon for the Silt Project
2. The Site-Specific Weed Monogement lnventory ond Plon for Rifle Gop
3. The Weed lnventory Mop for Rifle Gop
Pleose feel free to contoct me with ony questions.
Sincerely,
Mike Hovens, P.E.
Rocky Mountoin Region Project Monoger
Enc: As Noted Above
Cc: Kurt Mill, Rocky Mountoin Region Monoger, Colorodo Stote Porks
Aoron Fero, Monoger, Rifle Gop Stote Pork
C:\Documents and Settings\HavensMi\My Documents\AA Park Projects\Rifle Gap\RO S\ /MU\RG Engineering\S\{MU Technical\SVVMUTechS0 Cover Letter for
Weed Management Plan to Garco 06-08.doc
Page 1 of 1
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WCG-SCaskev
ENV-10 *{t
Mr. Aar*n Ferc)
Manager
Rifle Gap State Park
5775 Highwa)' 324
Rifle C0 81650
i., :.:'1'::r' ', . i ''
i':i;; ;t.,:. i ", !'.1 :".; : ":':.': :.%r-
Q..00a
l\4r. Calvin Roberts
Fresident
Silt Water Conserr,'ancv Distriet
B*x S
eilt ff} fllfr5?
subject: Integratad Pest lvtanagement Plan. silt rroject. colorado
Fear Messrs. Fero and Robrts:
Thankytruforyourco0peratirrnindeve1opingtheSiltP-rojectintegratedpest
management pian (pi*;i. \&'ith your inpui. *e belieue the enclosed Flan will benefit your
srganization in the rnenaging of invasive species'
lf we can be of further hetp in this endeavor. please contact sandra caskey or me et 970
243-06 I 6 or 248:$649" respectivell'.
Since.relY-
Kathleen Ozga
Lands & Recreation GrouP Chief
Enclosure
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t-Al\D S'l'i{'I'US: trj,.:e {ill*" u ltlitlritri''tt liiltiir' ;1Il(i c'lsrlllrrlil}
l. Baekgrrlund and Purposr ... ! - ..: -:"-
6"tustructiol; rii't1e Silt I'16lccr {proicct}rlits ittttltrttiz*ti us tnr olthc i*itill filrlicip"rtlng
;rri:let:ts;lr"rlhtrirecl u'ir1rhe (',lorrrJ* I{i'cr Slor;lgt" Fr*.ietr hv t}rc iict ':f 'l'pril ll^ }9i(r t70 Stat'
1fi5 t.
Thc c*nstrurtio:r of rhe Rrrle (iap Darr.t iuicr Retcrvoir u'*s {r,nl.,:-rrtr*tr iri .'\rigust 196;}. Thc l)r.icct
*.as cr.xrpleretl in ll]6?" Thr pr,,iir*r provirics iulla[cl srrpplerncnlll irrigalitll n'atcr supplics for
appr,:xiniatel3'7.04:1acres oi"lilnd in tlte l'it':inil)'tl" l{ifle' (olor*lc
R*splrnsihility, Pasf Etforts ard RttsultsII
rn the r.{emilrir*dun: *r.Agreement. Nc" 3-t-iu-40-0}rx)D. riated scplcr:rbrr 13. lqq4. hetu'eetr tlie
Ljniteci srates mlAm*rican anil rhc StfltLr ilf Colorsdo (Stilt(:) fr:r rhi: h'lattnsctrtst;l. ()peratinn and
h.{aintena*ce *f Recreation a{ Rirle cap Rcseruoir. trre staic anti trr* L-}nir*tl starcs u'ill. irr
crlopcrction inirh rhs District, rokc all rcasnnahle nleasure"s net"essilry lo minimize siltation and
er6sion; protect laltd arlfl w&ter resources' Ilrevent and sui:press firr:; protecl against introtiuction
a,d spreatling of noxious t,eeds and orherlresls tletrinrelltal 1., nalrtral values, agricullure or
putrlic healh ;lnti safe{y: antl rvill uoo}lcmt; in soil and rvatcr consen'atitln, and tlxh and rvildlile
enhantenrent Prar:tices "
On April g. 2002 rhe Cnloradn State P*rks l{esourcc SlervardshipTeam cornpietet} a xtewardship
pr-- i* nln. cnp $aie Park" "lhis plan incl*el{:d inlbrrnatian olt lhc ctrrre rrt in'e,tcry r:1'
noxious rveeds at itiJle Cap rinii suggested L:ontrol t{Jorts' Ljsing tht stewrrdship plan as a base'
Ii"ifle Gap Staie Park is in the proccss of'devcloping rheir lvectl tn*ltagemenl pimr' ln thcir dra{t
plan" Srate llarks 6ss irirntitlei the locatiolt.,f tire rrrvasivc spccics' 'tr'his portion ol'their plan
tvill bc attachecl to ftis IPIl,t Plan.
Successful q.eed control lbr ltiflc Gap State Park may involve a conrbination ot biologicai'
rnechanical, chcmical and cultural meth6ds. Thesq various me{hods have hcen used ftrr wecr}
col1lruI. Meqhanica] u,eed contr$!, like digging. pulling antl mr:wing, ar* tspeciitll-V c{flective on
ann*al and biennial wscds 6ecausc tir*** ftlnrl io n,rr prc'du{e rhc un<1*rgror:nd root s-Ystcm tlral
make perenniiil rvee.ls riifficalt tr) conuol llir:logical cr:nlrol (i:.q.. irisccts) has L^retrtt consiilerqd
but n*t implcmented to r1alc.
tr{erbicid* sprar,ino has Lrecn n*st rl'lective <itrrins ccrtai:l pcriocls irr rht pllnt gruu'th u}'cle' lt
l':irs hcel 1'oun<ithi:rt spr;r5ins while 1he platti is in brrLlor prinr lo thc plnnt toin" elonttanl is llic
r:ilost c{,lic{i\.e 11l]1f,s.'trrlal:ring i^,1'rJ*siriihic rcgcl*ri{.}n illicr a srril tlislurhilllc* {sttuil as i:raukll'"rt:
\l'll'trri11-il'Ljil(ililli'.i1ttr,;ilr;iil,,li.l:rrit;'iitti*tliri'\'"\:i:(:Illiiilih''"ii:iitt'lrt;'i;rtr';;
( r;ip lt*sci"l iiii.
r S}.r:ci;rl ;lfi'il-{ (ll (ti:l{trlll
, Ili:c;iu,\e ,,i,(id sa:crl lltri p1*rri 1':;rl'ts.il11 hc.tpl"uriitl bl rrltie ltn' I isLtiill! ittrpr:et
;,rlong thc slrnultJcr ;lrcrs tll'tll irrtcriot" IollJs" parking 3l".ils- lill':l11\lics.
f*5{rri(}l}]s" clc' on a r*gtililr ruhtdule :
- .\l**g tlx* sl.:6uldcr artus and pulk-iuls r.lt lhs stltc ltlgh'.\'a! artr-l sii11111,1 rir;l(l
(l'his *ee.ls t* be a ioinr t;iforr heturuu t DP(")R. {-ollrrldo 51;ric lli$,hu';t!
L)epurlt tt c tt t ur r r"1 {.iilrij c1 ti { eritlt 1,v- } :
- (,5*,rrral *pplicirlirns arnunri canrpsitct shorrld [:,": lirlrittrl trl clicr-rtir":itls lltal
rvill r.1rilin1zc ildr.*rsc cxpoxrrc to tltc 1:nhlic prcr"etltil":g health issuus'
- Irrtr.iding u nr()l{ strip arc}u|r,"i llrc cattti:ril*s ailti daJ.. usc ar{iil.d i'rll l'l lcg.ulur
sch*t{ul* g.rll help reeluce thc sprcarl lt'or*rldir:atr ittt'itsite spcr":ics ilt lltc;c
ilreil!.
ilr ()11
plt{ ilcrirntakrtrb1,th*S\\i{'i}li;rcontr,;rl *f irirtsi|e sptcicsit:]Ll \\'(i(''d! \cgL'lilli(}llhilsht-*n:
Whore fsasihlc" Swi- n uscs a hrush hog along rhe dirclr banks. Sprirrg and tall applicalio:rs of
Rounclup are tscr{ alier thc banks arc clearcd ot'vcg*tation.
Cattaitrr:
Whclr the $,.atrrr is tulr:eci olTt(]} tlitr:trre: ancl laterals. Rounclup is useil cltl caltails' "I-htrc
hasbeenntinintalsucc*ssrl.ithtlriscoltlrr:lmetho(l,
Russian knapwced;-. -.
R;rnaup Ua$ been use6 rvith lirnire<J suL:cess. h4ilestone is now treing uscd itr art ellirrt to
get a bettcr kill c,n th* kttaprvctd'
N4oss:
Wir*n rlitches *nd lalcrals are inl"cstccl ll,itlr moss rhat inlerfcres u'ith thc \\'iltdr l'lou'. lhese
ditches anrj lerrerals ilre tumed olJ. most generiilly in.luly. tirf ing tltenr up and killing thc
moss.
Scauringrushr
Roundup has i:een usetl u,ith an ulrfar.orable succcss rute. SWC.D is looking trbr anotlter
proriuce sucti as Arsenal. Escelrr *r f orefiont to usc ofl thisiointed grass ils it is hcce'rrning
aI] eYcr incrcasing Pr*blent'
W*ud-v bntsh and tr*es:
\icr),vr:urrll 1r*ss ariti r,,,illnrvs orc si:ra1'erl lr'ith [iairnduir' Rotrtttltrp u'ill cnnlrlll \j\)tll]q
irc'er irrtl u,illfru,s. horr,tr'-r. lttorr Ihan i.xri: applic;ttiort is l:ec{it-tl;tx lltr iltlest;ttitrrt
rcsurltc*s. Largr:r trrcs nri: cill u,ith :rn inrrrrcdinlc applicl(iilrl ilt'(iarlo114 11111sd u'itrh
di*scl tirel. Sllit.L: hlr e\Jx*riclrcrcllrr i'xce11*rrt kill r*tc uli)rri*g lhis t"r:ctht;r"1"
")
iilli-l iliillJI"iali ll1 llir: ;:11111r ir'ilit:'r' 1l-ir't ;1li(l u;t;t:rl i illil-ir1-!;l!''
{}il:.1 iifl}t>1 lliit":ll i:l tlr" 5\1"1 i} ii'r u{)lil:i}l ''i \iil"il}:llL) ':''''
ilr't"11'
llu::i\ rlr:
ln thr: filr1. S\\,{'l} h3r1 ;r irrrrlrlrnt \r,ith l,.citrcr rl ihc fllllll"} cilllal iillct attri uilllin titc
ci]]l:il. \\jlren tl:is intist*tirlri ir1'l:*rrYtr ilrttrlcrcs $'ilh i:ilr tl:llir.' r:p,-:rliliilttx- t:rlttiiiu{lllflll
illrtillcr tlry ( i:prr,Jrr [)il i:itirr ,rl"\\jilqllilc arrtl rlrt't:"1]cr5(]r1l]cl sltii rl'i]l 1:l'ltN Lllir* *i'ilie
prublttlt"
h4ice:
SW;il lriis *"p*rlrrrced * pr.l:irlcrlr ll'itlr mic* in tlrc cot-:trtl llitncl ilithc pr'l1l'lp hor"tsc
u*usi*g a ilre ,,.ithip lhc pall*l. l];rr8ait lrul l)i:f i.r* ir hcing us*r"l 1r:r crtltlrol Irir:c itt this
facility.
S WCLI's Areu o{' ItesPonsibil it,v:
s\4CI).s u,ccdlvctr*tirlinlijvarrilifit er.rntrol rrill hc requirr:d iil lllly'are:l tryltcrc thc\r ttrsr'rcslrlf{
the lli;r , *r d*trivery ol irrigutittll \r'aleI lrr enriangcr thc taciiitl' u'ithin rlt* prinrarY jurisdiction
are:i *r*und I{i{1e (iaP []lrn.
SWCD u,ili cstablisli a u,ecd monitoring svstcrt rvhiclr rnaf iltcluric lttuPpitrg and phrttos o['tho
areas. The n:icrnitori:ru s]'sltlrl *'ill he ufrdated luith the lypc of cr:nlroluses t$r each tnvasive
species anrj tlre su(csss level CIf eithcr cradicatiutr or conlrol.
'r' In tht controlling of anin:als {pests} thi* pose protrlerns to the dam' suclt as
maffilot!" rhe SW('D shall ci:ordinCIte shooting ard poisor:ir"rg aclivities rvith lhe Stote
Parks {br re&sc,tls of public saf'ety. It is recomntendefl thlt all shctotins of pcsts be
pcrf'onrred dnrilg N,{arch and April u'ltr:n theycorlle oul of hiht:rnatioti, seler:t sitfc
shoaling i ngles-ix* only shorgrins cir small*trorc rillcs {.2? ca}ib*r or less}" and posl
puhlic ilouur. signs rn appropriarc arcas riuring this activitl,"
111 0n iti
l:or eirrllr dlnrs, clikes nrtil t'oilrevaltlt* latilities Itcc lanutiln htr guide I r nes l"r-,r rettt+r'it I {lt' !'qgetal i lu
grorvtlT. (lontrol ol'trr:es lind otler rignilic*nt vtlgctuti\e grouth shtrrld be prr:rented lrolrt iletorrriall
rstrrblished tr'irr tle lbll-rtling realcns.
l-.1.* allnr,, prnperiurr.eilirncc arrd inspectirrn olstructurcs arid adiacrnt ilrcas fi',r seelige,
clacking, rirrkhclles. rr:ttlenwnt- dellectitrrr anel rither ligns ol.dirtress.
l. Ttr;rllon ;trltqtrltc ll;cess for norn:ll und ctltcril*tt'r ()Jt\1 ;rctrrrtics'
3. Tr: prrvcnl ,r*,rrog* lo thc stnrttur*r elur: to rorri gror"rh, iui.'lt ils rhonrncri seepirrlc i:aths throusl"r
rl]-lharrkrilcnrst Yri,t"l in *nrhurrknrt:nts lirrrl1 rl*cayed rt.1i,ls {r1 tuppl*il tl't*.rl *:,punsi"ttt ol'cn:lk'r trr
pipcs.
prer'rntin'i r*itii riillrlrl (l1lhii!lLlrl'Jrllii;ttlr'l rtsrihlr: 5h*!-1'ill(:lJ rtci-tltllt p;rthr'
:
,itliir-ri.:r-iiiiif i'. '\:'tr:1. !':il:li!. ]il'liI :j';;ttt'-l '!:'liIit';
.ri'llll cllrtlr,litltl. rlt!.r":;16.1 firllrrrlilti:L i1];ilirr'' trllll-1i:!1t11r{llll'
] .I-r.:u:. ill)(l i1(1i.,;}liliil.'.i,,.uet.,ii,,,..'li.,ii].i lrr: r|]r:.ll,t]rl itl.]i li:rl1 i,t,,,i*.1."1 l].Ii ::.,!1 lr,,,t, : ],.t 1,,t.
iiii ll, Lli:111 {11)b-rflLl}r(l)1" ;rr(i ilikr':'
-i'Ir*er.xrirl rillrllrl(lnlili ltqlliiii')ll:il'rLllil ltuel';ltlrrl lr':llilcrl i't':iorlf ii]i!'lull:iiiirl"ilirt;lll fili
{{!:ll{rt1} e}:lhiil1ti.i'l{nl!' li'rl t'rlrtrt ''1ll;t1s;llltl
lirit'r;l}s
'1.l:arfl:rlltnts.ljiLtsillltJ(")!1\e\ilili(tiiilttlttfnih;l;1k!:l'lrli\"llhlill'l'iilL.(qitltri'tl''lttttrr:shtiltlri
irr: r.i":lrtrrru"l 1fi atl;1i1l1lrt!rrl tlt;it.tllct. glrllt!3111'lti'glrrhl'itr{ {}llt 1}l|] rlutii|;tttr1 ltlr'i t\\1dl}l illxl
rtflilril!{ u tlh totttpatlr'l clttir;tnk:ltcttl ttrlttct irtl'
;ll;rnnc!r (*1:crr r:arr,li. iirtelulc. rinii (lraitlci slt.rirlrl bc {li:t rrt li:t^1r:(;t1irc gt'(n't}t thi'tl t:'rultl
';i:lrilir:illttll iltl;rtrlu tltlcr tlt:rl (11'l'idllld:( rlustLtl t:llp't';il-r
t,. tlltintain;.r clelrrarrLc;r*11r rtl".l.{ lett urli;ri'erlt',ii lll lttlt!lctl llrl'lrlrlrdt lt-<srrtli;rl*rl uill':1lti:>c
1;rcilure r.
l^ :tll0,:inlcrl .ul rlrtrc! arl.liri:crll 1$ {,1}cl! cilnais xllli latcfiric riritrrl''1 trc ksp{ clear (}1"\cteliltit'ill
rrhiel 11'l.llflcrl iltiill+r *1-''""'t'c11' (otll(l ;llli'rt (11!erxliolts {11 {)&\{ ilc"c{ii
li l:rx pipt f{*\.{'}'.r}a,. .;isrerlrs {surh rr rillr<'rx. lirloe(ll!t'ti' tiirulirrgc lilter^
'trlirtiltet}
trt L',ctl'
iol:ru<i iirurrr: e:r"!. nlirllt';illll it f liarJlt.C rillre rl'li lr:cl t:n r:ach sitlr il l"tlrt riptirrrr: l'l l1|,j\snl
r-{x}l ct1{.tu;iLhnli:,11 ilnd :lr.i frr}\ ri.lt {irti'\'l 3r'cr:ir.
Alsl rclbrcttcc thf llil'l* (iup D*rrr Stlrttltr.rg()pcralig;lPrnccLlttrcs' ('lupttr Il' Sr.:clion I
rrgardill$ v*gelali{ln an(i ntulllilal cuntrurl'
tiir:rhat
11't R
.l.t"r contr*l or oradieate irtvirsivt: spccics (rverr'ls. trccs. pcstsl on ilroject lantis is 1l shilrcd
respollsibilitl, {i:r all iridividuals, organizations and ilgencies" As $'c lvork togctl'lcr' shitrc ottr
exprrlisc and rcsourceti' thc task ahearl is not itlsunll$tlntablc'
III. C*ncerns/Activities
other undesirabie sPccies'
prDpcr bgrra can rre pef{"omlud s{) that Prtrjcur 0bjecti.-es ca}l bf, mct"
oth(r areas ol'uhr. s*lcr:r a pebricidc lbr usc irr puhlic arca$ thitl is appropriate 1o usc
ar*Llrld pl:ilplr rlnd I1*ls. \'{cinirrr ilrcas i11ilil{ r'chiclt rdulcs firr rct' inr'*si!r: rVtciJ
;lt'l.\1]iir,,,,t l{u},.rr*r. l'1.:r:;rrcii is;r* in:prirt,}ri h.hitiit liir drr;ks. shorc iri'rls' irrlLl r{rr'1g
hir<1:1. arld ellhdl 1\ rir'ilrlc {{'S'' JL:ui' r{l:'}' llir}rilii{ tl tlsr:tl lr1'butlt rcsir'i*ttl ;tltii ttti*tittt:r1'
ri ilillrlr-
,,jl
.r \;;rlir1 ii.li:irrr;:1, i,' aLL'liililrll- itilit,rr.itll*L ii,,: :iz'iri',1lt r;l l;ltli't i ,1'1,.'t',,"11 1r' i11ir-'
a ( )t l I r{'1 I I i }l i}. i: rild j |..,i I i 11 ti i r I r "it l'i',, $i"ri'r: l,;1.
l\'Pertiltr*{ [,;tt s ittltl Htg,*littitltl"t
r ('leirrt \.\'atrl .{ct
F !:rcr:ulilc {)xltr * lrrr irsir,* Strrccir:s l:chruitr-o i. l99t}
r {-illtrarl* 1-:neicsirah.,l* l'lattt Man;igfl)lt:llt ,\,,:l * }'ir-rtt:tl l*ijl I 175
F L'6lorittio Wrcr.l Lliln;rgctucrttAct - Sultttt*,ii-:.i-lill tlrrrtuslr il'1. {'it.S. ti{){X}t
t- Nalir,rr"tal Il:r irolutrct:tal Pilliul ,trt { \[iP,\ ]'/ f'*dcnil Inreclicid*' I:trngicide anr"l It(xlclrtr'':idt "\cl tt-11:'ltA)
. findar:gercd Spr-ci,:i Act (h.SA)'r (iart'ie ld Couni! N*xiotts Weed ()rciilt:lll'":e
r lSurcau i;l'Rrclar:ratir:n Dirrctir'*s auri Slar;tlarr.ls {ii^!\ t}1-(}1} *nri I'oliel'lbr Wecd
\{rntgu'rlrcrrt { [NV P(}])'j. Ferieral Ncxiot:s Wrcd A*l
i }rcdcral Haltgeli:n \Vcectr Act
V. Inyxsir"etrVet'ds/Iltstsldentilied
Cunnda Thistlc {'Cirsiuni i}t'vrllsr L.} Astcrnccitc
(or:rmtn Burdock {.,\rc{iunr tl:ittus) Astcraceae
H oar1, Crcss ( \tr'hitetnp) N{ustard ( t'arrlaria draba I "-,} Bri:ss iclcear
trr4usk Thistle (Carduus nutalis L.) Asteraceae
Plumeless "I-histlc {.Carduus acanlhoider L-.) Asleractac
Russia* Knaprured {Arroptilon repens} Asterac*ae
Scouringrush 1 Equisetutn hycntalc L. ) Equ i:elarcac'
Tar":rarisk {'Tanr*rix ranrosiss inra J Tam aricaceac
[.,and I'_vpe
This is a fiiverse comillutlitt to inctrutlt: larious shrubs silch as sagebnush. mixed salt
drscrt scnrb, and garnht:l oak.
Areas are generally ahovc lhc tloodplain containing indicator spscies such as
po:xlerosa pine and pirrion-juniper woadlsnd.'/ trVoocly lVetland
l"hese pliint e*lnn:unities c*nsist r-rf"[tockv i\'{ountain k:*'cr tll{ilttane riparian
u'oodlanri nnrj iuler-n:truntail: basills grrascu t>od llul.'i Agricultue'e
'l'lt," tr:*ilrrerops irt ihis arc;r *rc llllrlll. sm;tli srnin attd hirl lnr lircrtnck i'ccd'
* Li;rrren Llnds
( rl*radr.: FlfllLr:itt u-ttr.-{t ["'*rlrock cill]^1 (.111 arlr^l ttitlir l:in,-I.
l.
:.
_1^
+.
5.
6.
1.
1
VI
\.'ll. ('orttr*t,tlr*k*dl
LlqdrLcrdqi
l.l:e pr:sticlrjf {lllllifii{*1 i'r rrslrrltirhlc li,l'1ollt,',,,.;ttr 1!:u t:l.riltti;ltollt i}tl tlt,": llrbr:lr
*1'*;rel: hcrbii:ir.ir li;rplt*'.i rln ihir l1r{)l"t!"ri\.;r;:tl s}:i;rli 'J())t'ipl\ ii itl: lril iipplte;rhlr
?'*iicral. sttltc. e rlut'tl1' ttttrl llrcal l;lll s.
- 2,{-D {\l'erd l}ro, l\'ced Out}.:lnd l}anrrl. ( rnlrlutl r)i}r.}lc l.J-D ilnd
,,liclllitha, !'cspculi\.c11'. 'l'lris r:(ulbit);rtirln rltltk"{ tre ll lri t:r;:tlrrtl irroittllral'u'ctth.
l'ar* shall hr tiikert ttl kL:{11 lJanlctr *ul lrl'{t:t'tinr:l tvilit \*.i;llct"ll!{ils.
- ;{nrinr,{: ("*rnrni)r'r riilnls:.-{-D, W*rks rlcll t* (iltllr$l 1:r'oiullr'uJ'r1e,.",.1".
- dcgu*l.Iilsttlr: f}-xtrrtit.rn r:ntlc yl1'pheriitc. "l'hcrc :rc tl!) te strictittts rltl
llie usc ol'u,atrr liorrr trcllcd arr:as iirr irrigittirlrt. re{rci.ltion, or llnllrcs{iu llurpo.ics.
"1"his hcrbicirlc rv*rks rr'cll t* (()rl1r()l p{rt-:nrtiiil rt'cettrs" llrttdv brttsh nttd lrces.
- Ansenal: ("onrru()rt rlilrlle isopropylanritt* .ralt i:l itna;rap1'r. Ilo n{}t treirl
irrig*tiorl drtchr:r, {rr \\ittr'!'uscd !'or e rtrp in'igtlioit ur lsr d<ltncstii tises. l*ising
Arsrnal n:irrr"l ll'ith;l suilahl( rrolrirrtic surflcl;lttt ts ll ct:trir*tr lol'trtr:s {i.c..
t atnari rk ) n'[:cn uppl -vin g tlT c stt.lttll-]*ctll nicilrr.rd.
- Bslrvel: ('ornnl{)n nilnrr tiintetlrvlarttilrg sllt ul'diuantha. I}roper ulagc of'
this;rrr:rduct rvill givc {otilr{rl or gro\\'1h rupprcssitn rif rttiuty ittinttal {i,c.,
crl:"11llfllolt c*cli.lebnr. kochiir). hicnnials (i.c,. cein:t:rr-rti httrdrxli. niusk tt:tcl
plum*l*ss thistlc). p*rr:nnials (i.c.. ilussiun knaprv',:r-rtj) irncl rtlanY r.t'oociy brLrsh atrd
viue specics.
- (lastrron: {lt:r:uli{:rn namr dir:hlutic:ril. Caseirou c{',tt1l-olJ trtatt.v it*ttrtal atrtl
Lriarmualkrrtadl*al'and graiis q'e*ds" as rr.:cll ihi soll)c perennial *'ceds inch.:ding
danrielion, {lanatla thistle and smoolh hr*t:ir.
- Clarit-v: (lomn:on nfinle digl-vcolamine. Cilaritf is recolttn"tclrded frlr
crntrul of conrnron Lrurdock. nrusli and plumclcss thistl*s" Do tto{ appiy r"rnder
r-:r::r ilit i nns rvhiclt t'ar or runoi'f'.
- Curtail; Cornnlon nanle clop,vralid. Curtail is usrt'lto contrnl tna:ty
annual and perrnniiil broadleaf rr,eeds irrclur'ling Ciinada thistlc. cr")cklebur ilnd
fithers.
- Escort: (omnxlfl rlamc chpl'rali,;1. Hscorl eonlrols nliln.y itnnllitl and
p*remial broadleaf w,ceds inr":luding {lanuda and nrusk thistles l:rd cocklebur. Do
n*t *ppl-v directl-v- to $'ater or to lrcas tl'hcre surtacc u'atcr is presrlit.
- Forcfront: C*mnron name triisopropanolammoniurr: For cantrol of
bruadlcal'werris and cerlain lvood_v plilnts. Ilo not contanrinit{c tlaler intcnded
tirr irrigation or dorrrcstit purposes.
- Garlon4: Coltrrllrrn n:rnle lriclriJrl'r. fiilrlorr is rcct:mtnrntlcii {irr contrtll t:f
runt.antcd rvrrxi3'plants. tnmririsk iind Russirlit tlirc uttd annttiil rind f*19]1s1is1
hrrut.lle a f: lt'scri.s.
- llfifli(at; ("r:uu:ton nul"nc lstlproptliilttirru sirll r.ri'ltruzitpvr. 'l"his hcrhiritlc
rlrav he us*ii tr.r (:(]nlr{)l rrrriitsiratrl* t}1rrir.r.!r-:nl iind 11r:lttittg it(lnllll(' r c{clitlirru ilt
arrd arcrrlr.l slarrtlirrg;11111 flpu,ilrlf \r'iil(r. tr:cltrrling, c:liturittc anri ttll:-ntc sjtcs.
6
\ir1,i1i.,..i, il rlr.i\ l,lir !t-'li:'i'i itr 'r'*li'lt) !' ii[;11 1'r' ':i]'l '-i:-":t'''l ":"r"'"1
gt1]11'11.13 itt i'':'liLtrtlttr'1 'tilliir:* ii'j{dz \f ii'Jll:lltr ir':li'1':""' :t'"' tt:'':li ill l:ii:ii1d11{j;ii
,illiliic;11l(1115 ir) rl:1'1ii(i '," liirI'
- llitr:st{}}t1,x ('(r11lniili tiit:lra;xlrir;r:il,,t;tlirl;}llii iliiri()|lr![ili:)i11ir;]l:llt)iliLll]'
\\'orkr',i r.'li t.'r ct,tllf li hl*ltriie:ti' \\'lrtlt'
- lllrtftitu; ('Qit'l111oll t1;llll( ilttllzitpic. 1ii"rt'ltl. \\'till 1(l ctlilllol trr'il'tlil'lill'
\1"f Cdli.
- R6ttndup ancl Rrrdco: ('ollllll()!) tl11l11c tlvl)h{)ti'ilu" Ilt}ilfrl lirrnrttlnlio:i
rcqiltrtl ariditilrttal l1{}l'ltt'i)llid surlitt:t3111 nild is ftrr:ilLr latctl ltir aquatic;:lltttli: clili:ek
iahcl rrgarditts use rt'a surlltcltllti' I{rrtttttit}p itlld i{i.rd.^* l'11il\'bc uscd to tilc
1i..i.ltcr,r rtlgc. [u:'u shallhc tirkfn I'l kc*p *irhcr oilt cif lltt \1'31fr' 'l-hc srtrlitclLittl
us*ri in llilLrnrlu;r ipoivc{h*rr"latstl tallarr,rill"llinc) ls le lilal til antphiirilils'
- 'I'*lar DF: {.lc,nr}t"leri ,r:lr( chlnrsulfirrotr. liscil lo ct-rtttrr"rl (-lttt;ld* l}risil*'
* tr,anquish: (.trtl,]lrrrrtr niitlc riiglr.trrlanlilic, L,.stt* tlr Cl.}}11l,{)] r.,ariot.t:
{hisl le r.
1iclilrc" cLrriug unrtrariel all rrerhici<rc appri.:irti{}us. tlrr rarv rdi,urrLs rlrr aPllicat'r'ro |clcr io atrr"l
tirllorv the hcrilicidr; lah*l
Bar:kpirck *,cc.1spra),cr.r. fir tthcr light u'ciglrt ltand-clrricd lpru)'srs:rral'' l:c Lrstiirl irr applf ing
Appropriate eit*l;riciil lr11:1111'lfllls tlt w."rk i,Lstatilrni in lrrcas th;11 llrc nilt ltc{'lfs$iblc t* r*l:iclcs
-2"
I ns*c t,iEi(fu s*& Itqri-cl:iicitlgs:
- Bar lluit: For lhc cerntrol uf micc
- IleCon: For thc cr-rnlroloftlttcrr'
li,rrtr: All rt:stt-it:lt:tlr'lr<rruri*:rrfu rl'ill still rcquite approval frixr the llureau Of lt{cliirlralion's
[)en'sr orfice r),r iur a"! r]eeddd basis" Itcrtd ail pcitiqirtrc lahcrs; trrc rabel *'r1l statc ii'a circmicfil
is restricted, {
"r l\,leq,ilani-clrl,'culturirl
\\'e rds
Mo*,i:rg cirrr trs utilizsd to cot"ltrnl tlorvering. Mitclrincry'ccluipntetll
shouiri lre clcaned thoroughl,v aftcr tliou'it1g, or
']n!'
ollter mcchanir':al
nrethod *ctivitics t* ar,,,,ii sp.eariing rveetis. Mo*onl,v specific areas ftir
thecrntrolr:fthe i1r'asive qlecies; thE whcrle site sftoliti 11111bc morvcj ils
this g,ill llrertllt the grass ar',ct otl,ct cicsirahlc vcse 131ioi1 frotu resecding
it:elf cach seflsrln'
'l'l:c ctit sturllp r-,etholi is tltc fr*arnl{nl rl'{hoicf {oI killing tgtTr:rrisk' The
1r*c '1aI
l-rc *ut an1,lintc tlurrrrg th( vcar ttcnrptrilturlr i1[t-trc -s5 1]ggrt:us r)
hut prr:lcrahlv rl']t*rt tlicrc irrc IltJ lcill'cs ctl tirc lrcc iirr citsiut rtt't'tor.tl r'tl'
thc cuilrn s. \vitlrin 1(i-15 *:irl|.rtes a{icr llte tt"ce ir ctll tirc ircstiuirlc
rli*ulti h* ;lp1:lrt,"l t* 11tc slu:ril'
1
Kuou, your *,ucr"l. Stt1rc speuitJ gro\\ilh is stirrrtlliltcd hv t:tor'l'iltg' hunri:iU ittttl''or pllllillg
iSlii^11;r:. rii,j hrl t.ts(rl i{.,,,1,"'qlt-ri'" \';1i1i)i.l:; \\'!r!)ri "il1!;L"ii::'' ;ti l1}': ili:i:l ;:rl;i rri
..,",^,r. U,,1rt iir i:lrltr (l\ef*r(r\\'lil . irr irtttrt rr"r,ii: ,rplli(ri'11'rlt' riipr:' lilii:ri ilr
ii.,ll,r*,rrl trr d..lt16l rt:1;1 cillllill,lli,r iillv tiattg,;:l t['lit*-: lit't'rprtllriirl$ l!) I'ii]ci
itidii!. ohtltilt liL.tai.ti,irr r;{ll,llllv l:ltt'n irerlriils;tntl ii.illtrt\':llilte llliil ir{}illi[1
tlre ri'iirninss. f i:tll.v Iti'r' hrril-u,l*r:tji{-ilJxl:;1-j:]-::::-tc!.lil!.t:"1g^
Diggi:rg ,11i,r1,-l ,.r'.",i,ry iir* ,r,*tn irl'{{11ltttl \\'.ftl} lvill prur utll ut:::littucil
sprl.lx{litlS t]l' tlre Plnnl.
Pulliltg,r,.nt b, llitltd *f ccl'tltitl *r:*ds u'il1 r':rtltr''rl tl:* rpl.t*tl' "l-i,,ir ir lrsurl
lvlttn tt rttli.Ili illlrs{iltioll llas htctt lcrciltcd'
('ultural ufinlfa[ {8.g.. l'txer:i"lin* rt'ith L:{}11'}f(l i{i\ e 1:}1rts} is rtot ci't'ce tilc
rli*r 1it,-: ttst ll" lt,;rbir;itl*s.
lI*ntmals
* \inri$us tr,1.lr..s {}1'lraps r:tar, hc llsr)d lo citll{tlre vltrl::iltts {}r:,l.ltl$t ll'l*nr to
I1r(rr,c!tt ,i:rir-,agc lo tirc i;lciliti*s (c.u.' claltt slructurc)' F'ithcr n1(tht1d rllllsl
ht uscd itt acr:*rdlLlcr: rvitlt thc $tili* L';u's'
{'r-rortiination hfll\iccll rhc ("DI'L}R aild swcl) u'ill cnhancc tlic
ell'ectivi-rlrrss {.)l'c6fitlollittfl \.ilrtrtiltls in tlrr vicirrit,v $t il1e Ri11c fiap i')ant
Iirr tr*th clltitic$.
- Slrrr.rtitrg activitics tq contr*I animirl festl ll*e.-ls t* bc c*ordinetecl rvith
Stat* Pariis t0 0nsute publir: anrl cnrplol'-*c safclv' (olorudo Divisiun ol'
\\'itrillifc suggests the hest lime {br controliing th*$e pests {}rc in thc Marclr
tci April tinic p*rioci. This is rvhen the marnrotli and (}lher con'lmon pests
c.l't'tc {}rrt ol'hlircrnatiern. 'l-lils rvill ulso bc thr pork's Iir*'t:st visittitio:t
. periocl esptrcially Mondal'* f ritlays'
Wr:cds
Eiol*gi*el Is$"tpl
- lf g*ats arc appr$tcr"l anrl ttscrl [* i$ntrul $]esds. itppr*printe restrli:]{s nccd t0 bc
ussd to r:optr16l the ggats. such a$ clcc{ric and tlrangc lcrrcing t() conLsin goats ltt
spr:cilic apas and pr6lec{ !1{.}tl-titrget specifs {e.g', cgl{gttu'oods), ctc' }}ulnosc fi:r
using goats: relllove build up of preyious )'e*r's dead vcgctation' allow neq'
grrrrrt[ of corrpetir',g r,*g*tuii.,n, r.lircctly f'eed cn thc knap*'ced and other invasivr:
lyeeds, trrc prevcntinn managenlellt, nttd thc ltoof actitln to hrcak up ll'Ic soil t0
Frcparelbrscs.rr(\cgctitlioli. lfg*atgrazinri-ctiecntedtobe*r'iahle optiotl'car(3
it"tult lr. tekr:t"r ttl protccl llixli'c anti lragile rcgelulitxl'
.l']le usr: ul'pilitls l1eot1s lL) l:g itllllt'ttrcr"l hi l{"cehnrillii)ll prirlI llr tl':cir tlsc'
- Vltriilus inr,,iislrr rl)fri(s lllr\( nirir.lt;tl *ttet:litl itt tite ii-rtrtr il{ spccilie
E
iit:1i:i..1.5 rtr.::t;1;:lirrlr:. ii'lltiS i,jfi:{1tr.r,i i:. tiS.:J' ll:'; l'lt'.:lt ilirij:; iI i''rl iii'''illlliiilijil r';
i:trhii t,iil" ltt;ri qrxris (lrt i1{'rl il:ic{1 iii llli:l lrrr:tl i'rr'
I nst:tts
{ ,.rrl1*et ihr. ltrr-ul rcsl cotltft)l irile,ll il} r'trtir iit:;lrit:l 1,': }*rtrtr lihirr..l 1 }; :lirl)11:11:'lilll
prt$tit:ii.lu {t) trs{ tirr tltc iltr}l{l"t}l tlf i,).e(15 thett sr.rr'k apl'}l'()\'tl il"ilr'rl ii"cr"i;rr1litti()11 tr}
adfi f* llre :lh6l,e ptitii:ide list. F.nclrttt'il{t fi;lturill pretli}tt)l-{ tr: rcsir{c ilt lht ltt'ta
{c.E.- ir;stilli hilt buxes li:r ntttstlttil(' ctrllir(ll}'
I?li*r lc uppll.*ru iln-v pesti*icic tirr tlr:sr";ttitu cr>ttll-*l' rritlr th* c\(d1"!tiuil ul
ri*uuls,lurv;1cielc. a Pcsticid* l.:sc P:'opi'rsaJ iPLlPliurut tttusl l''c euntplctctlatlti
silb*ritted t, thc Ilcclamatrion ri{fice in (iraud .lurtctiott tirr rpprt'r;11. -l"hcsc
applicatiorrs rvill hs el'itlrraletl {}r'};}1'} iltll'}llal hasis l'}tasc suhltiit PLll}s pt"ior tr'r
htrareh l"loall,rwfitnctr}procrssitttdcrlluatcreqi"l{Sl' Alltrr'l{}devs{"or
pr$cdrsir.)g. Approtal lrorrr Rcclilr,,',ii1itr]l ir rrqtlil"ccl bef(}rc usc.
\,'lll. )lanagtrmrnf lltrthtds
stIoRl--'rIRll Pt"ANs
I nvas iv e \\:.p r:r.t- SIec i gs ['1 apI ln g P roj cQ I
l-irst aution rvill }:e t(.-, olct'ckrp a bil"cclitte to idcnti{1"all irtvnsiVc \\'cc(liPecies (-tll ii
nlrF lhCIrr,rrlg the iilfesler.l are;1. Tl'tis trlroct:ss rvill be accompllshcd b1'l'DPOR antl
s\ilcD ibr thcir 3,^ca oi resFonsihilitl.' A tnottiti:ritrg schcdr-rle rvill be e*tublislred
with pirgt6 points frrr eac} rveetl,ilree ars{t t1.l bt cutrlrglled 6r cradicatcii'
We*ds
Suggcstcd Pcsticidts for Contrtl
Canada J'histlc
S-ggC$,-,I.tr-tnil for Clilnacla ftristle ar*itncl luater is thc lrerhicirle l{orleo {tradc
natnel plils suritutxnt. ApFliculion is rilosl succcsslirI in tlrc sprirrg atld ug'iin in t[c.
t.rll. tr ollotv tirrs pr*gralri iirr t*'u to thrcc 5'cars. h"etr areas nt)l l,clted ni:ar u'atcr' 1l.'c
hqrhiririrs crrntuinin{ the cl:emicals 2.4-D ancllnr tiir:amba &rc suggcstsd for
crlntrolling canaria tirisrle. Application tinrcs t'or th*sc htrbicitles are in the spring
and fall.
'l i:e hest time to burclock is rvirsil it is active ly grorving but be forc llorver buti
der:el$pnieut. The rer:orlllrended hertricirie for rhis rveed is 2.4-D{4 or fil:(') {antine }'
' r Hsilr):(I9-t"t-Lwhrt q.i"pf-l
Annuallv..spl]1"'rlioi**rfu irl thr:r 1:l-o$,th stagr; tlrere is !irtlc c0tttrol attoir':cr'l aller tlte
burl s{i:ge. "tt,e s,iggesr*3 iircn:icrl {hcr6icrdc) iirr ihrs applicali.rt is i"1-i}'
' / N'l rrsk a-$rl Plurrrqleli*|ltiS"tlci
'i'h* l^rcsr tinrc tr i,*i*iiiif.. r,,irit hcilhir:i.ic> is irt tltc latc filil or c'ltri1'*;rring rthcn
tlre rrls*ltu:s illd |llf:€llt htrt i:tl*re L.rll'ittg sl;rikr art irritialc''1" "i"l:* hcrlricirlcs
i,l
r:r)t.rliiilti,u llrc,:i:r:ittirlrlr l^-i.-i) ltlltl rrt rl:r;lrlrirlr l11r-::iiliirttlt'rl iol ' illllillllii;'t1 rllrl'rilc
tltirll*s.
r li"_1;.g69 -h.prn*'rt {rli
-l^rclrt art:ls ilf irtl'crtirt:,-lii [hcll ilgi].1 tr:sJ!*lV I11t1l1ll(')r 11111i "iptrf illf ii'r iril itr.lu'grr"rullt
in lht ltreas \\'hL1r( prior'1t'taltt'*iii ;t"4 {()illt(.1i l.llrlh{x}t }t*r e b*clt rrruti sttltrlurtctl
irrrtrie iile lrl us* iirr- this lpplrr:uLrnn is lJlrnrirl. (-urlirrl r-lr ltlrutitl-til] llrslicst Pl-l.ritr"
is 1{.} *llJul'Lr tl:i*t tl:r: trrrit{r'd ilr{ils irril f{}ltlilit1fd ixlrl regttl*rll,' t,',,rt',"r,t*tl {r'r pl"cltttt lltc
knilpu,*cd fi.$lrr rcestahlilhing ilnd xprcltltttq in tllc lrcltctl *rc::s'
,. Sttruriltgrush {horsr":tiril }
It is ir trnaciou, ir*onnlrl plar:t ll'ifh t1tep, sprtiirltlru root sl[}cks' Sc(,}tlrltrgrtlslt c:tl't
{iitls( *friotls prohlcms *long hig6rva;-'righrs-*t:rvay anrl rrigiltrr:n \f i}1crwfl'!s: attti is
difhcLrlt tr: colirsl ilt er<lplanrl. Couirtllirrg scrltlrit"turtrslt is tt*t all eils.v task" It is
nr*re el'l'ectir,e tu prerenii, 1i,,,",', cstahlislrirrg- lloivcvcr. ontc cstllhlishtd' lhcre are
f*r,,. r:hcmieal conirrrl oFtiol'ls beeatlsc r'lt"thc stliccous slructure of lhc sttll"l l)1il)'
irrSibir ilrr: u,tiike ancJ rriinslocirtitlr r:lt ltcrbicitlcs iriro lltc Plart. t.-il1'plrosatc prorlucts
trc r:licn usr:rl tr.\uppr*ss sc$urittgruslt but cxpect rcgrrr$'tit. filu*rl lras sciluringn"tslr
t-rn the la6el ils u *'**rt 16 contr<'rl htrt l:scorl c;il]li{'rl b* app}icd itr cr lround \'vilte r"
[-13fii131:1il is arr l:cr]:icir.h thst rTal,' be xsctl ir: tnd around rt${*r: {lttrtii}le ntlt-v ht ttscil
1o C(}nlrril sct:ttringrltsh. I'{('}$fvLlt.lhsrc is tlo tit>ctttttclitltlitltr lirr urlntrul sLlu{cSS Otl
tiris rr ccd,
Tre*s
Suggested Pr:sticitlcs for Contrnl
Ber:ause of the m$ssive rgot sy$tenr^ cuntrol nlethotls sttch as rippifiu" truildozirrg and
fire rvillnot he ciI-ectir,e unleis there is an irnnrecliate (10-15 r:rinutes) follorv up with
* pesti(ide. 'l-rvo pesticicies are eltcctive for killing titmarisk: imazapyr {thc activc
ingre6ient in Arscnelitir) and rriclopyr {th* acti\i* ingrerJi*flt in (iarlon48; *ntl
Pathtr=rnrlerd) ron-rLrinecl rvitl: a surlactanl (e.g.. JLll+" or N{SO vegc{ablc crop oil}'
Suggester.l salutir:n nrix is I part (iarlon4lry to 3 parts oil {{bllo*' instructions on the
lal:*l).
i;or young !ipr'{}utr or sccriiines r,l,ith :nlor.tth Lrark anci tliamclers tli'less tltan tu'o
inches* $pray the ha*al bark i3-lX irlches oltl:e piant rvith a 30 pcrccnt solution of
Garlcln4fi'incrtrpoil{suggestedlpartGarlon4iltcl4partsoil(lirll()lvtlre
instnrctio*s $n the labelil'* Pathfindcr$;'hcrbicide is prerlrixed and can he ilircctly
sprai,,trJ sn y$ung scc<ilings nnd re-sprouts'
I,ONG-'TTR}{ PI-A]\S
'/ Invasir'$ Wted Sfcties lr{nppiilS Proiect
As cstahlisl.,.,d i,Iir*itrriirg rchedulr. lrrrunl updat*s to llt* ut*d trtiipptttq ultlrrt
rvillhc c{rn]plclrrl tx, s\\it-t0. r--DPOII u,ili conrinUe to upr.i:rtf tlTcir rxistrrts 1\'ecri
r:rir*. []irsrtrcti*rr16hciiicntrll*tl intlrcruoriilorilig.schedLrlcis1i:csti:hlishpltoltr
pi,,i,rt,, li)r qttch ilivasire.r1;cci*: ilrril l$ lrc rr:t:lrollrr-l or crittliuatttl. !1r:tlitoritt'l titt'
Irl
rcslilii of {lt* titi'tlrotis ltt :t s;reuilju sil* rvill P1"11f idg 1'llltltttitte rJrttrlt krr lllurc ilr:ti()nn'
'l lris rtill lr* a tl'r:c unrl c*r1 riir irtcs 1{}r iitlilrc u'ork sclt*tlitliltg itntl trudgctilrg
ilr{}(cssq$.
jlr"el,elti ir,r N{ casitrrs
'l'pis ir-rclg6*s tl'ros* pr6cc<lrrrr:s r^rscri lo [,lecp a r.veeti prlihlrnt litlm ocutrring ttt :t
pr.)\,iOUsly tlotl-inlfsfcri Arel. Il'te thrrlds rrtill" ittclur.!c scleciing ,'I()'l-flgqt L'ssive
rlrn6rlelrlal! cr plalting native sptcics: sp\ting crop or other clesir;r|lc pla6t slred lhat
is ficr *f rveccl se*ds: ttrrt illlor.c'ing rte*ds ro reprcducq; lir'1rid hurying u'ced sced irt
ari un-inf'erlcd arca: cleaning rr,eed seed ot'\'egetiltive plant pCIrls lioln nracltincrY
hetbre moving; prcv(:nt intriittuction ol'soil, hericling. hi:y'- *lrarv. or lllalltlrl: inlcstcri
rvith rveetl seed intl "'dl*irn" areasl afltl controlling t:*rv or sniall intistations
irumediately.
IX "lems
ff,i* ifrL.{ I}lan (Plani rvrli hc rcr,icrved and rctiscct, os n*cclissry,lt t}re t'nd nf the llvc-
.vcgr p*ri6tl heginnigg at ths d$tc it was exe(uled. I-lou'tver' if a ncrv invasil'c sp*cies
opp*u.r nn the Silt Pig.lcc't lands ur an adtlitional pcsticidr: is required. an adtlendun'l nlay
hs ackled to this lrlan. Fnr il new pesticitle, you rvoulcl subrnit a l)t"lP the n. atlcr it is
ilpproved, it will be aclilud tr: this Plarr-
ll
Attachruent I
t,ist *f Noxious (Invasive) $pecies
Spi:cigS
Identiflcd ntt lhe Projcct lands
Conrmon Burdock
Hcary Crcss (\\ih itetop )
Russian Krtapu'eetl
-fanrarisk
Thistles {Carrada, l\{usk, Flurrelcss)
lir:lily
Itre fnllowing reliers to whictrr *ntily tist the species is ern fcrr priority control: (i:::::(i3tfigld
Ccurtty, Srrstate of C*l orado, F=Ferleral i Rec lanrati onlli L&{ )
Note: This list is not inclusive
Additional Referenees:
r Mr. Stcrc Antlrony is the Garfield County Wced Conrdin*tor. Work with
Mr. Anthony for advice and to coordinate rvith adjacent lsndowncrs to control
invasive species on their property. [Ie may be reaehed at {970} 625-8601"
o Cotorado State Ptrks and Recreation Weed Management PIan for Riftre Gap State
Park.r Wctrsitcsl
rvn' rv. co o p c x t. c o I o s I a t e.cd u/'l' RA/n ecd h p. h t ml
rvw u, i:4 nrs. n clJm? n u f/Tla n u f..4s rr
lvww.pla*ts.usdr.gov
wrvw.tarnari ifinn.orr,
S.F
S,F
S.F
S,F
s,r
G,
(.;,
(i,
C"
fi.
I1
Bincltveed f' o rrv, u I vt I u,s cn,gn; i'l
Russian Thistlc Scr/.solcr alrs/r"erli.r
Kochia K tt t: h i * .1 ie'rux rkrltt
Prickl lettuce l,r:ttlucdl scrui*Iu
Ilaridelion Terutttt:tntt tt IL insls
Cocklcbur X*nt h iurl s lru mrt r itt ttt
Aniscuilhrt lcttfirufi?
Snr*oth hrorne is iut'rnrc
Rifle Cap State Park ComPlex
2007
1VEED Il'I All AGEMEIIiT
I. Introduction
Ir1 6rtler tr: rje llne the purpose and objectives ol'a rveed nlanagsment plan. it is r:ssential
t6 rleijne the pro$lenr as clearly as possible to sst and achieve aggn:ssive yet l'easihle
ffianagernent goals. It is a lvcll docun:cnlcd t'act that noxious and invasive u'csds pose a
signiflcant threat to native ccosystems. As thcsc non-native populations gro*'.lhe
,rilount of clforr, tin:e ilnd rll(lney alsn increases exponerltially'to reslort these :rreas tt't ll
l.unctiolipg native scosystenl. As such, it is irnperarive to utiliz,e all nrethods available te")
control ,uir*nt r.r,eed inibstations, preyent neu. in statiqrns and Flr()tect non-inl'esteti lands
11, Existing lnventory of noxiotts rveeds at Riile Cap Slatc Park
On April X, ?0i]2 thc Cploratfu Statc l'arks Rcsonrcr, Steu'mrdship Tearr, cuntpletcd a
stervardship plan li:r Ri{1e (iap Srare Park. I'his plan irrcluiles in{iirrration on the current
invcntory 9f noxious n eeris ai Ritte Gup anii suggesterl cnnlral rtrli:rrls. "fhe tahle listed
bclnrv inclutles a current wcetl inventory list lor Rille Cap. This Iist is derived liorn the
resource steN,ardship plan. curre.nt tlcld evaluations hy conrractors and crnployees as rlcll
as the rurrt;nt $,eed inventorl' lists I'<rr the coullty and state.
Plnmtless Thistle (- a rdr t us t t ttt n t lu t it lt.s State "B" Iist; Cor"rnty list
Can*d* Thistle Clruilrri ilrrletrya State "8" Iist: Count list
I$usk T'histle Llureluus fiulut:,s Stale "B" li list
Burdock Arctiuttt tttittus Stgte "C" list; Cor-rnt-v list
White ToP/HoarY Cress Lepidum drahl Statc "B" Iist; CountY list
Salt Cedar Tu m u ri.t ra mu s i s s i ttt tt Statc "1.]" Iist; County list
Russian Kn*pweed Acroptilon rep€ns iitate "B" Iist; County list
In a<tilitio* to tlie abuvc stfite listed u'eeds. thc park also controls lhc' l'ollorvirrg:
Ill. Control methods (State l.isted Weeds)
'l'hu C$lOradu l)cparlnier1l ol'Agriculturs has cstahlished a n0sious 1\'ccd lilallasclncllt
prpgram. \liirhin this program" rhe Departrrrent ol'Agriculturc: has dcsignatcd somc
rve*ils lnreralicarion iA List) CIthers l'gr ccntainntcnt (t} I-ist,}' Wccds listt'd nn the
Dr1-:*flnpnt of Agricplturc's C lisl are urrdcsirahlc lnd thc sta{e is rvilling lo assist local
el,iarts at control si'tlrcse species. l{ii)s fiap has multiple species on the Dep&rtment o!'
Agriculture's "11list" and onc species on thc l)cparttncnt of Agricultrlre's "(.'list."
Uiless nthcnvisr: nqrted helarv. ihc ruceds on tlre abovc list arr: contrr:lled rvith a sprint:
{13,'picall,v rnirl-l\'{ay} arrd lrall (Octobcr) lrerhir:itle api:lication. 'l'hese spra}'s are
p*itor1n*1t hy our contract$r rvhich is currently- Outtltor Serviccs in Rille. In orclcr to
iimir cnst *,rd i,rprnoe control sflbrts, rrvo herbicidcs are typicalll'comhincd. Thc spring
lrcrbicide mix is Milesrone antl Aminc 2 4-D. 'l'hc iirlt nrix is Vanquish and Arninc 2-41)
altlrougg Milestone may tre uscd in snraller parccls. Clotrtrol ctltrrls in parking lots,
"u,rrpuii**
an6 rouclg"ali u,here enc,roaching *,eeds create a ncgative visitor expcriencc
are cuntrolled using Ror"rnd-uP.
])llrneless rhistlc has lrccn locirLtcrl ir:: thc filllorvirrg locgtiurs at Rille Liap Stlte Park:
W'*rr i{ifi* Creek tvesr of Brown's parking l*t. soutl.r of Christo parking lot. hctrvccn
perch and \trrilllcye parking krts. rvithin Rass parking lot and ncar all canrpgrounds.
Current contr{.}l filethc}ds I'r,r plumcless thisllc involve tontracl$r applii'd hcrbicidcr in
mid-lv,lay tluring the rorette stage and Ot:tober prior to rvinter d*rnrancy'
Ca[ada tlristle has bsen locaterJ nfar thc ea$t entrancc to Riile Gup State Park irrcluding
p-rk I*,F",1" -n the suuth siele of l-trv1' 325 adjaccrrt to East Rille Creek' Canada thistle
is also hecoming estahlishcd bclow the dam in arr:as previously occupied by Salt Cedar.
Along Enst Rille L'rrek, control CIt'Canada thistle hrs included contr*lled hums along
{typiially c,nducted during thc spring} *nd a spring (alier the controllcd burn) and fall
-p*y Additionally. park sratl"rnotv Canaila thistlc inlcstations tluring [he sunrnrer on a
*unihti,basis. In ihe spring, park stalf *ill pertonn a spring and fall sprav of L"anada
thistle. A1ong L.*sr Ritie Cieek al:tl any other areas rvhere Calrada thistle is interspcrsed
rvith benellcial grasses, Bilr*,il rvill he utilized. Bclurv the darn. lhc ssnre l"rer[:ricides used
{br Salt L'eciar qlHi Star P|:s antl Arscnal) u ill be used in areas dcvttid ol'tny bene tlcial
Erlrsses. parkstatiandvt"rluntcersr.l,ill alsoncedloctttandrerntlvcCanadathistleona
ilonrl:ly hasis. 'tr"his area neerls to he seeried *ith native grasscs in ordcr to Iirrrit thc
conlinued encruach:rsnt olcalrada thrsltre and salt cedar.
h{usk Sislc-is prirnarily }*caterJ ncar W*rd Gulch" I'lorvever, this is just $taning to
h-r-,*;itblisheil" so cr,introl e flcrts are prnmising. Irulure cnntrol will rely upon
sprayinr the rlristlc prior 1o it hottirrg Iconiractor spring sproy or stal'l'spray (using Amine
: * *Oind llanr,il) riepcr:dent on tirringi and cutting thc plant belos'ground levcl. Cut
plapts will need to he ienior,ed and bumeci u,hich t'ill nrake managemsilt nrore laht-rr
inr*rrsive. Ilark stal'l'ancl volunteerr will tre responsible lbr cutting, rr'n"roving ard hurning
il'lusk thistle.
Burdoqk is lncarcd tvcst ot'the su,inibcach and north of Clhristo da;* uscr area. '['hese areas
ur* tr**t*O by the r{rntractors rvith rhe spring and tall h,;rhicide applications. Park staif
sut snd bag Eurdock afier bolt but helbre llorvering'
fa.k-a. llsan,Cress)is locatcd near [1ass daY uss arca on txtth sidcs ol'l-lighu'ay
i25. Contrr;I rneth*dr har,e dittrinished the am*unt ol-Whitetop on thl: park. Whitctrrp is
treatcd rl,ith thr contrraclor.s spring hertricicle application t'ollowcd hy pork statf nron"ing'
Salt.Ce_dar has been eraelicated at Itit'lc Cap during the last lerv years. llg11'cvtrr. tlrere
t-,ill b. - *ntinuing ncetJ to manitor and ticat ally ncw shoots- Ip 3004' park stall"lrade
significant pr{:}gress toll,ards the contr*l of'Salt ('ctlnr. '['hus lar, Outdoor Sen'ices ]ras
nJ, h*.n invnlvrd in rrcsting Salt Ccdar. lnstead. park staff anclvalunteers have been
involverl in ccntr$l el'ibrt;. A L5?" solutirrr ol'Arssnal *'as used lbr plants that lvere cut
<i*rvnpsingachai:r;arv(stumprvastreatcilrqilhArsenalrvithin I5nrinutestifbeingcut)
A 0.S + 0"5-ort, r.lv solution o{'Arsenal anrl ClyStar Plus u'as used as a lbliar spray on
smallcr plants {less than 5') in Octcber. With the exception of r-:ert'grow'th, this has
resultcd in I 0()-",1, control af the plants. Each spring. stalT reviews arcas rvherc salt csdar
*na. g..*,and cgntinues rvitl"r any necessary lrrllorv up trea{lneltt' The tnix o{'Arsenal
rnd C-lyStar plus has slrou,n a9lt'thsucccss rate iI'applied durin-e ltre grot'ing season and
this sarne mix can he used to control tlanada thistlc i.vhich is bcginning to grorv in the
Russian Knanrr,eed has been losated l-retween the Dam ilnd Bro*'n"s parking lot.
Cr*"r,,ly.thisistrsateclviailrecontractor'ssprirtrran<l lall spra.v. Parksta{frvill he
r*sponsihle to r:ut knaprteed prir:r tc ir going to seed'
lV. Control methods: nurr-listed u'eetls
ln ilddition til the abor,e *,eeds, Ril"le Cap State Park has impiernented contntl methods
ibr the lirllorving exotic snd invasive r.veeds. While these rveecJs dtr not crrrrentlv appear
on ths county or stnte rveed lists. they are considered harnrtirl to indigenous plants and
negatively *it**t the visitor's experiencr:. 1n graveled areas (roadways' parking lots'
pic*nic sit,rs*tc"i park stalTand contract splaying rl'ill include ClyStar PIus' ln areas
ivhere desirahle grasses irre present, park stafl'rvill utilize Banvil u'ith 3-4I)'
BinrjrveetJ is Iocated rhroughour rhe park primaril.v alcxg roadsides. carnpgrottnds,
purf.it g l"rs and the srviml'reach. In 2iJ02. hegan L:irir:ontrol ett'cirts to complintent the
appticiUon o1'hcrhicidcs. Prirnary relcasc arcas lirr rhe"l-yta luctunsa moth included the
area aroun,J ths srvirnheach anri uho"" Cottonrvo*,J cantpground. In additirin' repcated
npplication af'lrerbicide (CilyStar Ph"rs and r\i:rinc ? 4-Di is required lbr optimrlrn control'
f)ur contracior currenrly ,pio.or aiong r6acll'a-vs and campgrounds dtrrir.rg a rpring and lall
application. Park stall applies ClyStar Flus antl Amine 2 4-D around buildittgs'
camFlgrounds. picnic sitesilnd the st,inrbeacir. Stali'application typically occurs in late
July w r;arly August aftcr the plant has llo*'ered and ruhen snil conditions are dry.
Kochia is prcvalent near the east enlrance 1o I{ille Gap, algng roadrvays and x'ithin
Lakcvierv campsrounl. The area near the cast entrance is cr:rrently trcat{Jd rvith GlyStar
plus sarly in tdelpring afier seedling €nlergence. Plants are-also ptllled h,v- hand in this
area. Tht current plai in l-aker,ierv ourrpgirruntl is to nrorv the entire arca and then disc
the cantpgrounrj rhis lall prior reseeding u'ith an approved niltive ssed rnix' An
integrated appro*ch in\.{llving mcchanicai remoYal and herhicicie lpplication along $ itlt
,*o*iriing *,lit t* especially iinportant in areas rvitir ner.v construrtiun urttil the native
g.oor*, iur r*esrahlish thcrnselvss. Once trsnelicial grasses lrecotne established then
iumaining arqas *l'Kochia will hc trealed by mowing or p'lling'
P**kly lslruqq is *pgradic in areas rhat have bqen re*etttly rerie vellped' C6ntrpl thr this
plrrt lr*Jrd* nrowing anrJ ap;:licarinn ol'a broadical'herbit:ide such as Barlvil'
Dqndcl.ilrn is locared in srr,all patches throughout the park. curre rrt control nrcllr6ds
inciude rhe application o{'l}anvil and nrot'ing'
Clocklehur is lacated alang flre shorclinc throughout thc park' l"he hcaviest conce:rtration
is ,t the east inler. Aritlirir:inally, cqckle6ur ncg*tivsly impacts the visitor experiencc et
rire s\qim i:eaclr gi'Rille fiap. in 2{J{J2. rve parinered rvith Garljeld Clountv and applied
herbicidc {Aqrutic : 4-D) ro appro.rimatcly, 30 acres nlcocklehur iit the rast inlct ti: ILitlc
Crp. lu1,ij* tiris ct-t*ctiv*ly d**ooy.ii thaiyears gro\r1h. the.rcmaining sce4 bank *'ithin
the sail r.r,as sul.licisnt and ilr* ,.t el'fect was minimal" tlurning. morving or raking seed
has also proved ire{,{irient and inef"{.Lctive. flurrent el'lbrts ter ctntrtrl cocklehur have
cnrrcertrated areiund rhe sruimheach wirh late seasnn {larv rvaler} application of herbicide
(Round-up) and Pulling rveeds.
Cheatgras$ is llcated lhroughout much ol'the park. Priprary.lreiltment algng roadrvays'
;,"p-t,-*n,J picpic sites ii niorving along rvitl: spring and fa.ll herhicide applications'
Ct',*utg.u*r loc*ted in lhese areas rvill be primarily lreate{i wirh GIyStar Plus'
$mffth t)lglr{w has heen lacated on the lYeslern edge ol'the park. ln lall :002 this area
t.--tl*-y-rt iiitt", *+ Arnine anel Vanquish to conlrol hindrveed and other broadleal'
rcceds. in t1e sprin*t the area x,as sprayed *ith a Plateau and'I'elar n:it to help control
the sr:rooth hror,e" "lhe area rvas then reseeded rvith an approved native grass nrixture
(see appendix).
As with any tveed mafisgement plan, an integratetl approach-will provide the best chance
for success. lJr.rdgetary inel legai issues ,*qrir* thst nruch of the herhicide application is
c*mplet*d hy c,onrract latxrr. Park stalTassist rvith tl':e application ul'lterbicide rvhere
appnrpriate. Additionally. park staffanij volunteers are utiliz$d lbr mechanical control
(mowing and pullingl. Rer.egetation is also an inrpoflant par1 of the rvsed nlan&gemenl
ffon. r,irfr* *i*,.,, tliur this is-associated rvirh the rcclamalion o1'construction sitcs, this
cnsr rvill he incorpcrare{ in rhe oyerall rehahilitatitin ol'the park' In gencral. the satne
seetl rnix *,ill also he used in either areas of the park to assisl rvitlr the estsblishnlent ol
natir,e gresses. Lhrce nalir,e plants have rcclainred an area, thc likclihoorJ of lirture weed
inlestations der.reases signi l'rcurtly-
AIt herbicide applicaticfis sre ilr accorciance * ith the label and all lierbicidr-'s that are uscd
on th*: park (wherhrr fry ihe contrsctor nr park stal-l) rlr:st receive prior authnriz'ation
ir'*rn the I*,nite*i Stares Bureau of Reclamation'
More detailed information regartling the identification and control of the above weeds is
listed in the appendix. Additionally, approved PUP forms, herbicide labels and MSDS
sheets, upptuueO seed mixes and information on previous budgetsAveed expenditure
reports are all listed in the appendix.
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Colorado State Parks
RockY Mountaln Region Officc
361 32 Road / P.O. Box 700'Clifton' Colorado Stsio'Phone (970) 434-6862 . FAX (970) 434-6878 'www.parks state'co us
Thonk you for your recent review of the certificote of Designotion opplicotion for the
RifleGopbrinefocility.ApplicotionAddendo#lpresentsbothyourcommentsondour
responses. preose incrude ihi, do.r.ent in the binder with our originol cD opplicotion'
April 17,2008
Dovid Pesnichok, Senior Plonner
Gorfield County Building ond Plonning Deportment
l08 8th Street, Suite 401
Glenwood SPrings CO 8160.l
Subject: Addendo # 1: Responses to Morch 19 ' 2o}STechnicol complionce Review
comments on certiticote of Designotion, Woter Treotment Plont Brine
Processing Focility, Rifle Gop Stote Pork
Deor Mr. Pesnichok:
SincerelY,
Mike Hovens, P.E.
Rocky Mountoin Region Project Monoger
Enc:Addendo#1:ResponsestoMorchlg,2OOsTechnicolcomplionceReview
Comments
cc: Donno Stoner, colorodo Deportment of Public Heolth ond Environment' HMWMD
Kurt Mill, Rocky Mountoin Region Monoger, Colorodo Stote Porks
Jerry Burgess, P.E., Schmueser Gordon Meyer
c:\Documents and Settings\HevensMi\My Documents\AA Park Projects\Rifle Gap]Ro SWMU\SWMU Technical\Svv}vlUTech33 cover Letter for Addenda #1 04.
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Addendo #l
ADDENDA #1 TO RIFLE GAP STATE PARK CD/SUP APPLICATION
This document is in response to the March 19, 2o0g letter from David pesnichak, senior Planner
Garfield county. tncludea in this document are the specific responses to the three general
items and County regulations cited in the letter'
fi:"tffi?Jlfigtr]-* appriorrion requires (]{upier E) ftst the Apptbent submit th'
appropriatepo*lon;i;'; eIHu cilil;;*t': ff;Irytru *eiiruea propertv and
art pubtic *no p,i*te randow*J;H;"t 1q *.,s'i-ubi*t .nilnertv iwhich shall be
delirreatad). tn a#ition, subm* a,st;f ;u property o*n*,i, privatl and oublic' and their
addre$eB adlacentto or'*iihin '?d\:';+!.f:J-1'='
tHeppricant dhafl identtfv and
provide *re aduJss ioi Jnf
"nd
alr mirrorer orvr*rE within the sutf'ct property'
Attached to this document is the appropriate portion of the Garfield county Assessor's m.ap'
Also attached is a list of all propefi owners, private and public, and their addresses adiacent to
or within 200 ft of the entire Rifle Gap State Park'
ffi'ffilfi*?:,fiite submttedro Garr]BH coung nrrst specificaltv respond to iltllon
5.03 of rhazoning Reeorurion "r
tirifir***n##o int as ldentifiLo tn tlre applicetion
Nwnber 8).
The folowing are specific responses to section 5.03 of the Zoning Resolution of 1978' The
regulation isltated first in italicsfollowed by our response:
. 5.03 (1) - utitities adequate to providg wlteland sanitation seruice based on accepted
engineering standards ind approved by the Board of County Commissioners shall either
be in ptace or shall be constructed in conjunction with the proposed use: (497-60)
The evaporative pond facility itself does not require utility service, as far as water and
sanitation se.ices, to operate. There is a number of watei and sanitary facilities currently
located inside the state park bounJary that the operator will have access to for personal
use.
. 5.03 (2) - Street improvemen? adequate to accommodate traffic volume generated by
the proposed use and to pro,vide sa'fe, convenient access to the use shall either be in
plaie or shatt be constructed in conjunction with the proposed use:
The evaporative pond facility currently has an access road that Park staff utilize to access
the existing pond, and the water treatment prant. Improvements to this road are part of
the new pond construction project'
. 5.03 (3) - Design of the proposed use is -organized
to minimize impact on and from
adjacent ,r* oi brd throigh instaltation of sireen fences or landscape materials on the
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Addendo # 1
periphery of the lot and by location of intensively utilzed areas, access points, lighting
and signs in such a manner as to protect established neighborhood charader;
The site is located on a ridge line above public areas, and is buffered by existing trees'
General Comment 3:
The following are specific responses to each standard outlined in section 5.03'07 and section
5.03.0g of the zoninjResolution of tgze. The regulation is stated first in italicsfollowed by our
response:
5.03.07Industrial operations: Industrial operations, including ertraction, processing,
(1) The applicant for a permit for industrial operations shall prepare and submit to the Planning
Director ten (10) copies of an impact statement on the proposed use describing its location,
scope, design urd construction siiedute, inctuding an explanatiol. of iE operational
characteristics. one (1) copy of the impact statement shatt be filed with the county
commissioners by the planning Director. The impact statement shall address the following:
An application has been flled with the county and is titled "Rifle Gap state Park - Application
for certiflcate of Designation". The impacts associated with this project are articulated
within that document. lmpact statement requirements are further discussed below'
. 5.03.07 (1) (A) - (A) Existing tavvful use of water through depletion or pollution of
surface run-off stream flow or ground water;
The evaporative pond facility is to treat rejected water from the existing Rifle Gap state Park
reverse osmosis water treatment facility.' The water is collected from three source wells'
water rights for these wells are included' at the end of this document. The treatment facility
produces a brine wastewater ttrat witi t" "r.por.ted
within the proposed ponds' The ponds
are designea to prevent groundwater impacts. The site is designed to eliminate storm water
run on and run off. This minimizes the possibility of storm water carrying the brine water to
unwanted locations.
Park,s legal authority to utilize the water is summarized in the attached memo from the
Colorado Attorney deneral's office. Colorado State Parks has filed an "Application for
Water Rights (attached)r" which is awaiting the judge's signature',-This State Park is
currently operating under in approved Substitute Water Supply Plan (SWSP) pursuant to
c.R.s. 37-92-308(a) for Rifle Gap State Park in the colorado River basin (attached)'
a 5.03.07 (1) (B) -Impacts on adjacent tand from the generation of vapor, dust' smoke'
noisq glare or vibration, or other emanations;
c:\Documents ond settings\HovensMi\My Documents\AA Pork Proiects\Rifle Gop\RO SWt\4U\SWMU Technicol\SWMUTech33
-,qdJ"nOo #l Response to Gorfield Plonning Comments on CD I 04-08'doc
Poge 2 of 6
Addendo # 1
The operations within this site will not g"""rrt" vapor.(short of harmless water vapor)' dust'
ir"fi odors, noise, glare, vibrations or other emanations'
.5.03,07(L)(C)-Impac!onwitdtifeanddomesticanimalsthroughthecreationof
hazardous attractions, alteration of existing native vegetation, blockade of migration
routes, use patterns or other disruptions;
The area for the proposed ponds is currentry used by the park as a "Bone yard" area for storing
park relatea materiais.- in. ground it iritlrtfy disiurbed with very little vegetation' None of
the constituents in the ponds are crassified by cbpnr as a Hazardous material and there will not
be hazardous attractions for wildlife'
.5.03,07(1)(D)_Affirmativelyshowtheimpactsoftruckandautomobiletraffictoand
from such uiei and their impacg to areas in the county;
Not Applicable, no additional traffic will be going to the facility after construction' traffic
during construction will be minimar. No offsiie water will be allowed to be delivered to the
facility.
.5.03.07(1)(E)-(E)Thatsufficientdistancesshallseparatesuchusefromabuffing
property which might otherwise be damaged by operations of the proposed use(s);
The operations within this site are of such row impact as to not impact abutting propefi'
please review the attached county urr.iiott map with propefi ownership identified'
.5.03.07(1)(F)-(F)Mitigationmeasuresproposedforalloftheforegoingimpacts
identified and for the standards identified in section 5.03.08 0f this Resolution
Not applicable. Mitigation measures are not required due to low impacts'
.5.03.07(2)(A)-(2)Permitsmaybegrantedforthoseuseswithprovisionsthatprovide
adequate mitigation for the following:
. A plan for site rehabilitation must be approved lf me County Commissioners before a
pirmit for conditional or special use will be issued;
These are considered permanent facilities within this state Park. site restoration as part of
the construction work wiil ue requiieJ per the construction documents. Since the site is
owned by the Bureau of Reclamation taon) the
.
seed mix and application methods are
specified by the Bureau. If, at ,or"'poin[ in the distant future if it is determined to
completely crose Gs site, we t,.re
-a'completely developed "post closure plan" that
addresses site restoration.
. 5.03.07 (2) (B) - (B) The county commissioners may require o7'!!y before a permit for
special o, ,onditionil use is lssuei, ii iequirea The'appiicant shltt fumish evidence of a
bank commitment of credit, bond, ceftified check or oiher security deemed acceptable by
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Addendo # 1
the County Commissioners in the amount calculated by the County Commissioners to
secure the execution of the site rehabititation plan in workmanlike manner and in
accordance with the specifications and schedule established or approved by.
the county commissibners. such ,oiiiti"r9, bonds or check shatt be payable to and
held by the CountY Commissionerc;
Both the BOR and Colorado State Parks operate the site. Typically financial assurance from
other governmental age ncies is not required. Sectio n 258.70 of the federal regulations
excludes state and federa overnment entities from this requirement. The waiver processlg
can be found in Section 1.5 of the solid waste regulations
The Colorado State Parks have aPP lied for these waivers with the State
. 5.03.07 (2) (C) Impac! set forth in the impact statement and compliance with the
standards contained in section 5.03.08 of this Resolution' (A' 93-061)
. 5.03.08 Att industrial operations in the County shall
comply with applicabte county{t"prd Federat regulations regutating water, air and
noise pottutioi'and shatt not b'e conduAed in a manner constituting a public nuisance or
hazard. operations shatt be conducted in such a manner as to minimize heat' dust'
smoke, vibration, glare and odor and att other undesirable environmental effecB beyond
the boundaries of the property-ii which such uses are located, in accord with the
following standards;
This project wiil compry with the cororado Department of Health and Environment (GDPHE)
regulations peftaining to a solid waste disposal site. Each element will be addressed
individuallY.
. 5.03.0g (1) - Volume of sound generated shalt compty with the standards set forth in the
Colorado Revised Statutes at the time any new application is made. (A. 93-061)
The facility is a gravity flow evaporative pond facility with no mechanical components to
produce anY sounds.
. 5.03.08 (2) - Vibration generated: every use shall be so operated that the ground
vibration inherently and recurreniiy g"r"rituA is not perceptibte, without instruments' at
any point of any boundary tine of ihZ property on which the use is located;
The facifity is a gravity flow evaporative pond facirity with no mechanical components to
produce anY vibrations.
. 5.03.0g (3) - Emissions of smoke and particulate matter: every use shall be operated so
as to compty with a1 feaeiit, Sbi and County air quaiity laws, regulations and
standards;
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Addendo # I
The facility is a gravity flow evaporative pond facility with no mechanical components to
produce .ny ,ro[" or air pollution. Fugitive dust is not expected to be a product related to
the use of this facilitY.
. 5.03.08 (4) - Emission of heat, glare, radiation .and fumes: every use shall be so
operated that it does not emit freat, glare, radiation or fumes which substantially
interfere with the existing use of adloining property or which colstitutes a public
nuisance or hizard. Ftaiing of gasei aircraft warilng signals, painting of
storage tanks, or other trrh op"'*tions which may be required by law as safety or air
pottuinn controlmeasures shatt be exempted from this provision;
The evaporation ponds will produce clear water vapor. The ponds themselves are screened
by a ridgeline and tree buffer to minimize the potential for glare off 9f the ponds. At- tfe
point where a pond evaporates, we predict that the residual product left in the bottom of the
ponds will be a non-friable crust or cake material. Fugitive dust is not anticipated.
. s.03.0g (5) storage area, saluage yard, sanitary landfilt and mineral waste disposalareas
:(A97-112)
. 5.03.0g (S) A - Storage of flammable or explosive sotids or gases shall be in accordance
with accepted standalrds and laws and shai compty with the national, state and local fire
codes and written recommendations/comments from the appropriate local protedion
district regarding compliance with the appropriate codes; (497-112)
No flammable or explosive solids or gasses will be produced or stored on site.
. 5.03.0g (5) (B) - At the discretion of the county commissionerc, all outdoor storage
facitities may be required to be enclosed by fencg landscaping or wall adequate to
conceal such facitities from adjacent property; (A97-112)
The site is located on a ridge line above public areas, and is buffered by existing trees.
. 5.03.0g (5) (C) - No materials or wastes shatl be deposited upon a property in such for.ry
or manner thit tney may be transfered off the property by any reasonably foreseeable
natural causes or forces; (A97-112)
The brine water deposited in these ponds will be allowed to evaporate. The residual salts
left on the liner once a pond is allowed to fully evaporate will be tegally disposed of off site'
All ponds include a natural compacted clay liner and synthetic liner to prevent any type of
spill. Also an emergency or.*lo* piping system is designed to contain any accidental
overflow in the othei ponar. The storeJ wastes are dissolved in water and will not be
affected by wind.
. 5.03.08 (5) Storage of Hearry Equipment witt only be allowed subiect to (A) and (C)
above and the fottowing standards: (A97-112)
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Not appricabre. No heavy equipment f?ff::.:,tl " the site.
. 5.03.08 (5) (E) - Any storage area for uses not associated with natural resources shall
not exceed ten (10) acres in size. (A97-112)
Not applicable. However, the total facility site is less then 5 acres.
. 5.03.08 (5) (F) - Any tighting of storage area shall be pointed downward and inward to
the property center'an7 sniaea to prZvent direct reflection on adjacent property (A97-
112)
Not applicable. The facility area does not have any lighting.
. 5.03.0g (6) - Water pollution: in a case in which potential hazards exist, it shall be
necessary to install safeguards designed to comply with the Regulations of the
Environmental protection Agency before operation of the facilities may begin'
The facility is designed to fully comply with all CDPHE regulations for water quality
protection. The iOpUf has been 'delegated authority for these programs by the
Environmental protfiion Agency. The site lias undergone a full hydrological and geological
study to verify that no potential exists for the brine waste water to enter an aquifer or other
water suPPlY.
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JOHNW
Attomey
. Surnrns
General
STATE OF COLORADO
DEPARTMENT OF LAW
OFFICE OF THE ATTORNEY GTXTUT
srATE SERYICES BUILDn{G
T5zi Strerman Street - 7th Floor
Denver. Colorado 80203
Phone (303) 866-4500CYNrrilA H. Corruex
Chief Deputy AttomeY General
DANIELD. DON,{ENICO
Solicitor General
April 2,2008
MEMORANDUM
TO:
FROM:
Mike Havens
Jennifer Mele
Assistant Attorney General
Natural Resources & Environment Section
RE:Rifle Gap State Park
Status of Case No. 02CW150, Water Division 5
The application for a change in water rights and plan for augmentation for the water rights used
to op".ut" Rifle Gap State-Park is currently pending before the water court in Water Division 5,
Case No. 02CW150. The application seeksio decree a change in certain ditch rights to be used
as augmentation for the three wells from which Parks will divert water to operate the State Park
facilities, Rifle Gap Well Nos. 1-3.
Rifle Gap State park facilities existing prior to the Rifle Gap State Park Rehabilitation Plan were
served by other wells and augmented pursuant to two decreed augmentation plans' Those
uug-.rtution plans were decieed on behalf of both State Parks and the Department of
CJnections ffjOCl. Under the Rehabilitation Plan, the State Park facilities will be served with
Rifle Gap Well Nos. 1-3 under the plan for augmentation in_02CW 150, and the wells and
uug..ntution plans decreed under ih" t'ro prior decrees will be utilized solely by the DOC and
thJDivision oiwitatir.. State parks and the DoC are in the process of negotiating deeds in
order to convey the necessary land and water rights to the DOC and hope to have that process
complete in the near future.
Currently there are three objectors in the pending water rights case 02CW150, and no objector
will stipulate out of the casi until the deeds between Parks and the Department of Corrections
have been executed. Once the deeds have been executed Parks will have to work with objectors
towards finalizing the decree. Two objectors have represented that they are either close to
satisfied or satisfied with the current diaft decree, and the last objector has indicated that issues
may remain but that parties should be able to resolve those issues. Once the objectors have
stipulated to the deciee it will be filed with the water court for approval'
PageZ
In order to maintain operations at Rifle Gap State Park, Parks has submitted yearly application-s
for a Substitute water Supply Plan (SWSP) pursuant to $ 37-92-308(4) C.R.S. to the office of
the State Engineer. parks irui b.", operating under these yearly plans which re.quire replacement
of out of prilrity depletions in the same fashion as the pending water court application, however
it is my understanding that due to heavy backlog at the State Engineer's Office, that Office has
neithei approved or dinied the annual SWSP requests from State Parks'
Once the decree has been signed by the water court it will confirm Parks' water rights for Rifle
Gap Well Nos. 1-3 and ordei that iermits be issued by the State Engineer for tho-se wells, as well
u. d".r"" the plan for augmentation so as to allow the out of priority depletions from the wells
for operation of the State Park.
cc: Paul Flack
AG File:DOCUMENTl
1/I7108 DRAFT
This matter came before the Court upon Application, as Amended ("Application") of the
State of Colorado, Department of Natural Resources, Division of Parks and Outdoor Recreation
("State Parks") for a decree approving a plan for augmentation. This Court having considered
the pleadings herein, and the evidence presented in support of the Application, and having
otherwise become fully advised with respect to the matter of the Application, does hereby make
the following Findings of Fact, Conclusions of Law, Judgment and Decree:
FINDINGS OF FACT
1. Name. address" and telephone number of the Applicant:
State of Colorado, Department of Natural Resources,
Division of Parks and Outdoor Recreation ("State Parks")
1313 Sherman Street, Room 618
Denver, Colorado 80203
Telephone Number: (303) 866-3437
DISTRICT COURT, WATER DIVISION 5
GARFIELD COUNTY, STATE OF COLORADO
Garfi eld County Courthouse
l09th 8th Street, #104
Glenwood Springs, CO 81601
Concerning the Application for Water Rights of:
STATE OF COLORADO, DIVISION OF PARKS AND
OUTDOOR RECREATION,
IN GARFIELD COLINTY. COLORADO .4,COURT USE ONLY i
Attorneys for Applicant Colorado Division of Parks and
Outdoor Recreation:
JOHN SUTI{ERS, Attorney General
LORI J. COULTER, Assistant Attorney General*
JENNIFER MELE, Assistant Attorney General*
1525 Sherman Street, 5ft Floor
Denver, CO 80203
Telephone: (303) 866-50 I 7
Registration Nos. I 7766 and 30720
tCounsel ofRecord
Case No. 02CW150
Water Division 5
FINDINGS OF FACT, CONCLUSIONS OF LAW, JUDGMENT AND DECREE OF
THE COURT
2
aJ
4
5
6.
Applications: State Parks filed an Application for Change of Water Right, Water Storage
Right and Plan for Augmentation on June 24,2002. A First Amended Application was
filed on Apnl 25,2004. The Referee issued an Order permitting the filing of the First
Amended Application on May 4,2005.
Notice and Jurisdiction: All notices of this matter required by law have been fulfilled and
the Court has jurisdiction over the Application and all parties affected thereby, whether or
not they have chosen to appear.
Objectors: Timely statements of opposition were filed by the Silt Water Conservancy
District, Puma Paw, LLC, and the State of Colorado, Department of Corrections. No
other statements of opposition have been filed and the time for filing statements of
opposition has expired.
Summaries of Consultation: The Division Engineer for Water Division 5 issued a
Summary of Consultation on December 27, 2002 and on January 17, 2006. State Parks
served copies of the Summaries of Consultation on the objectors.
Stipulations: Stipulations have been entered into between State Parks and the objectors
as follows:
7. Agreements with owners of land on which structures are located:
A. U.S. Bureau of Reclamation: The U.S. Bureau of Reclamation ("Reclamation")
owns property at the Rifle Gap State Park. State Parks and the Reclamation have entered
into a Land Use Agreement dated September 23, 1994. Under this Agreement State
Parks is responsible for the management, operation and maintenance of Rifle Gap State
Park for public recreational use of the reservoir.
B. Department of Corrections: The Heinze Ditch headgate and augmentation station
are located on land owned and/or operated by the Colorado Department of Corrections
("DOC"). The stipulation between State Parks and DOC entered into in this matter, Case
No. 02CW150 contains their agreement regarding the operations and record keeping of
that diversion, measurement and return of State Parks' Heinze water.
FIRST CLAIM _ CIIANGE OF WATER RIGHT
8 Name of Structures for which change is sought: Heinze Ditch, Priority No.67, Priority
No.102, and Priority No.125 in Water District 39.
A. Information from original decree:
2
Dates: The original decree for the Heinze rights was entered 5llll1889 in
CA 103. The appropriation dates are 412011886 (No. 67), 4/4/1887 (No.
102) and 2/15/1888 (No. 125). The No. 102 right was previously
transferred from the Hoover Ditch in CA2713 on June 27,1929.
ll.Case Nos.: Original decree entered in Civil Action 103, District Court in
and for Garfield County; Change of water rights entered in the Division 5
Water Court in W-3758 and 97CW60.
Decreed point of diversion: A headgate situated on the east bank of the
Middle Fork of Rifle Creek approximately one (1) mile above the junction
of said Fork with the West Fork of said Creek, in Garfield County. This
point of diversion corresponds tg a location in the SE % of the NW % of
Section 36 T4S, R93W of the 6fr P.M., approximately 3,048 feet North of
the South line and 2,240 feet East of the West line of said Section 36.
1V Source: Middle Rifle Creek.
Type of water right: direct flow.
Amount:
Heinze Ditch, Priority No.67: I c.f.s.
Heinze Ditch, Priority No.102: 2.8 c.f.s
Heinze Ditch, Priority No.125: .8 c.f.s.
vl1.Use: Domestic, sanitary, irrigation, including inigation by reuse and
successive use of treated wastewater, industrial, stock watering,
commercial, mechanical, recreational (including fish and wildlife),
horticulture, fire protection, storage and subsequent application to
beneficial uses, exchange purposes, and for the replacement or
augmentation of well pumping depletions under W-3758 and 97CW60.
B. Proposed change of water right: State Parks seeks to add augmentation uses
generally, provided such use is in accordance with a decreed plan for augmentation or
appropriate administrative approval.
l.
llt
vi
5
Prioriry Number Appropriation Date Adiudication Date Original Amount
67 4t2011886 s/l 1/1889 1.0 cfs
702 41411887 5/l 1/1 889 2.8 cfs
125 2n511888 5/1 r/1889 0.8 cfs
Total 4.6 cfs
SECOND CLAIM - PLAN FOR AUGMENTATION
9. Structures to be augmented:
Rifle Gap Well No. l, Permit No. 236191 Garfield County SE l/4 NE l/4 Section 8
Township 5 South Range 92 West Sixth PM 1525 feet from North section Line, 1135
feet from East section line
Rifle Gap Well No. Z,PermitNo.236192 Garfield County SW l/4 NE 1/4 Section 8
Township 5 South Range 92 West Sixth PM 1820 feet from North section Line,2400
feet from East section line
Rifle Gap Well No. 3, Permit No. 236193 Garfield County NE l/4 NE l/4 Section 8
Township 5 South Range 92 West Sixth PM 1000 feet from North section Line, 800 feet
from East section line
These wells have been drilled pursuant to test permits. State Parks will seek to have
these wells re-permitted for use pursuant to this plan for augmentation and shall obtain
well permits pursuant to $ 37-90-137(2) C.R.S. prior to use within this plan for
augmentation. This plan for augmentation shall allow operation of the three wells to
supply Rifle Gap State Park Rehabilitation Plan uses described herein
A.Location of wells: These wells are located in the NW% and NE% of Section 8,
T5S, R92W of the 6th P.M. See Figure I attached hereto. The wells are within
100 feet of the high water line of Rifle Gap Reservoir and within the alluvium.
These wells may be re-drilled in the future so long as they are within 200 feet of
the decreed location and within 100 feet of the high water line of Rifle Gap
Reservoir.
Total Diversions: Diversions from the three new wells for the Rifle Gap
Rehabilitation Plan are expected not to exceed 22.5 acre feet per year for potable
and irrigation uses.
i. Potable Water Use: Potable water uses at the rehabilitated Park
facilities include: demands for new headquarters, campsites (some
with toilets and showers), day use areas, cabins with kitchenettes, fish
cleaning stations, camper service laundry, maintenance building, and
group use areas. The location of the use areas is shown in Figure 2.
Diversions for potable demands are expected to be a maximum of 7.1
4
B
Well Permit No.Location Depth Water Level Tested Rate
236191 SENE 8, T5S, R92W 87ft 26ft 18 epm
236192 SWNE 8, T5S, R92W 9sft 30.s ft 4-18 mm
236193 NENE 8, T5S, R92W 72ft 14.5 ft 18 gm
ac-ft/year. This volume is based on estimated water demands and
projected visitor usage using the following assumptions:
Catesory
Campsites with vault toilets
Campsites with flush toilets
Cabins
Fish Cleaning Stations
Camper Service Laundry
Dumpstations
Park Staff
Maintenance Building
Day Use Visitors
Water Demand
gpd per campsite50
100
100
200
1200
250 to 2000
20
20
J
3.s
10 to 30
gpd per campsite
gpd per cabin
gpd each
gpd each
gpd
gpd per staff
gpd
gpd per visitor
visitors per car
Cars per day per site
ii. Irrigation Water Use: Irrigation water uses at the Park will be for
three acres of lawn grass and approximately 220 new trees. The
inigation season will be May through October of each year. Based on
the unit irrigation demand decreed in Case No. 97CW60 of 2.91 ac-
ftlacrelyear, the maximum irrigation water demand will be 15.4 ac-
ftlyear.
ConsumptiveUses: The consumptive use from potable uses is l0% and is
projected to be a maximum of 1.2 ac-ft/year. The consumptive use from
irrigation uses is 80Yo for lawn grass and 90Yo for tree irrigation, and is projected
to be a maximum of 13.0 ac-ftlyear. The maximum total consumptive use of
water at the Park will be 14.2 ac-ft/year.
water Use variability: The total water use demands and consumptive uses
described herein are based on projected water demands and Park usage. Actual
water usage is expected to vary over time, but will be less that the maximum of
22.5 ac-ft/year of total water demand and 14.2 ac-ft./year of consumption. The
Park facilities shown on Figure 2 may also be replaced or relocated, so long as
these total water demands and consumptive uses are not exceeded. If the Park
facilities are significantly modified or relocated, State Parks shall provide a
written report to the State Engineers Office summarizing the changes in facilities
and any appurtenant changes in water demands or water consumption.
10. Water Rights to be used for Augmentation:
C
D
5
A.Name of Water Rights: Heinze Ditch, Priority No.67, Priority No.102, and
Priority No.125 in Water District 39, described in paragraph 8 above.
B. Amount of Heinze Ditch rights to be used in this plan for augmentation:
Priority
Number
Original
Decreed
Amount
Portion
Dedicated to
02cw150
67 1.0 cfs 0.208 cfs
702 2.8 cfs 0.582 cfs
125 0.8 cfs 0.166 cfs
Total (cfs)4.6 cfs
Total (ac-fllyr)
0.956 cfs
20.0 ac-ft/yr
Monthly Distribution of Heinze Ditch Consumptive Use Credits:
Month Apr May Jun Jul Aug Sep Oct Total
Distribution of HCU Credits
(%\
1.23 22.79 21.44 22.86 20.21 9.09 2.38 100%
State Parks HCU Credits (ac-ft)0.25 4.s6 4.29 4.57 4.04 r.82 0.48 20.0 ac-
ft
Prior Decree Information: Rifle Gap State Park facilities existing prior to the
Rehabilitation Plan have previously been served by wells and augmented pursuant to
Case Nos. W-3758 and 97CW60. These augmentation plans were decreed on behalf of
both State Parks and the DOC. DOC operates the Rifle Correctional Center on lands
previously owned by State Parks and operates the water supply system for the Rifle
Correctional Center, Division of Wildlife ("DOW") staff residence quarters and the
existing Parks facilities. Under the Rehabilitation Plan, all State Parks facilities, except
the former Park headquarters building, will be served by the wells decreed under this
Plan for Augmentation, and State Parks will not irrigate any of the historically irrigated
lands under the Heinze Ditch using its portion of the Heirze Ditch water rights. The use
of the original wells and the augmentation credits under the two prior decrees will now be
11
6
t2.
13.
utilized solely by the DOC and DOW, and will no longer be used to augment depletions
arising out of use by State Parks at Rifle Gap State Park'
The original Heinze Ditch rights total 4.6 c.f.s. and historically irrigatedTl.3 acres of
land. In Case No. W-3751, 8.1 acres were dried up pursuant to the plan for
augmentation, resulting in 13.7 acre feet per year of consumptive use -credits- The 8'1
acies of dry-up was 1 114 percent of the total irrigated acreage under the ditch. The decree
in that case iequired that use of water undei each of the Heinze Ditch priorities be
reduced by I 1.4 percent, and to leave that amount in Middle Rifle Creek for the benefit of
downstream water users.
Case No. 97CW60 required the dry up of 18.8 acres, resulting in 25.38 acre-feet per year
of consumptive credits dedicated tL the replacement of well depletions under that-Plan for
Augmentaiion. The decree in 97CW60 required that use of water under each of the
orifinal Heinze Ditch priorities be further ieduced in proportion to the irrigated area
req"uired to be dried rp, o. 26.4 percent, and that such water be left in Middle Rifle Creek'
This decree also quantified the historical consumptive use attributable to the entirety of
the three Heinze iriorities and changed the remainder of the Heinze Ditch water rights,
allowing them to be used for any of tn. pufposes stated in paragraph 8'A'vii above'
providei an appropriate amount of histoiically irrigated acreage is dried up- The
fonsumptiv. ,i. ciedits dedicated to the plan for augmentation decreed herein are
derived from these remaining Heinze Ditctr- water rights and constitute a reduction in
diversions of 20.8 percent . -A -up depicting the location of the dry up acreages under
the Heinze Ditch is attached as Figure 3. DOC owns the 3.3 acre dry-up parcgl shown
on Figure 3 and reserves the right to substitute other lands to be dedicated to this decree
within the historically irrigatedlrea under the Heinze Ditch as decreed in 97CW60 upon
written notice to, and written approval of, the State Engineer's Office.
Description of plan for Augmentation: State Parks seeks the right to make out of.priority
diversions from three new iells described in paragraph 9, above, located at the Rifle Gap
State park to supply new and existing inigafion, domestic, commercial and recreational
uses under the Rifle Gap Rehabilitation Plan. The out of priority depletions arising from
these diversions will be replaced with Heinze Ditch consumptive use credits-bypassed at
the Heinze Ditch headgaie. The consumptive use credits dedicated to the Plan for
Augmentation decreed lierein are distinct fr-om the consumptive use credits dedicated to
the two prior augmentation plan decrees.
Operation of the plan for Augmentation: State Parks will augment the out of priority
depletions for the Rifle Gap REnaUititation Plan consisting of the three wells described in
paragraph 9, above, with consumptive use credits obtained from dry-up of a portion of
the Heinze Ditch water rights. The monthly and annual diversions, depletions and
replacements associated wiil this plan for augmentation are depicted in Tables I and 2'
7
The monthly and annual lagged depletions shown on Tables I and? may vary with actual
usage at the Park so long as they are less than the replacement credits available.
A.tion of the Plan for from Aoril C)ctober
As described in paragraph 9(B) above, the total diversions
exceed 22.5 acre feet annually, pumped from the three wells
during this time will not
identified in paragraph 9,
above. The total depletions to Rifle Creek will not exceed 14.2 acre feet annually. In
order to fully replace the depletions on a monthly basis throughout this time, a total of
14.8 acres will be dried up under this Plan for Augmentation resulting in a total annual
consumptive use credit of 20.0 ac-ft. The consumptive use per acre factor of 1.35 acre
feet per acre was decreed in the 97CW060 decree'
B A
As shown in Table 2, State Parks' use of potable water in the non-irrigation season will
C.
be minimal. The return flows from the septic and irrigation uses during the irrigation
season will offset the winter well depletions, and result in a net accretion to the stream of
0.40 acre feet during this time.
The 14.8 acres required to be dried up under this Plan for Augmentation represents 20.8
percent of the historically inigated lands underneath the Heinze Ditch. Reducing the
44.4 acres of historically irrigated land that remained after the two previous plans for
augmentation by the 14.8 acres dedicated to this plan for augmentation leaves
approximately 29.6 acres of the previously quantified historically irrigated acreage. The
remaining portion of the Heinze Ditch water rights associated with that 29.6 acres, as
well as the water attributable to the augmentation plans in W-3758 and 97CW60, will be
conveyed to the DOC. The historic use of the Heinze Ditch water rights and the amount
of the rights remaining in the ditch is depicted in Table 3.
CONCLUSIONS OF LAW
14. Notice and Jurisdiction. The Water Court for Division 5 has jurisdiction over the subject
matter of these proceedings and over all persons, owners of property and water rights that may
be affected hereby, whether or not they have chosen to appear. The original application in this
matter and the resume publication of the original application placed such persons on notice of the
relief requested by the application and granted by this decree.
15. Any claim listed in the original Application or the First Amended Application that is not
expressly included in this decree is dismissed. State Parks' reduction of diversions by 20.8Yo
attributable to the Heinze Ditch rights which is the replacement source in the plan for
augmentation decreed herein shall be solely in accordance with this decree or as allowed by any
future decree from this Court or pursuant to administrative approval by the State Engineer.
8
16. State Parks has fulfilled all legal requirements for a decree for the requested change in water
right and plan for augmentation including $$ 37-92-302 and305, C.R.S.
17. Pursuantto $ 37-92-305(8), the plan for augmentation is sufficient to permit the continuation
of diversions when curtailment would otherwise be required to meet a valid senior call for water,
to the extent State Parks provides the replacement water required by this decree to meet the
lawful requirements of a senior diverter at the time and location and to the extent that the senior
user would be deprived of their lanful entitlement by State Parks' diversion.
18. Burden of Proof: State Parks has complied with all requirements, has met all standards and
burdens of proof to adjudicate the augmentation plan requested in the First Amended Application
and are therefore entitled to a decree approving the plan for augmentation.
19. Plan for Augmentation: The plan for augmentation decreed herein will not injuriously affect
any owner of or person entitled to use water under a vested water right or decreed conditional
water right, so long as operated and administered in accordance with the terms of this decree.
20. Administrability: The plan for augmentation decreed herein is administrable by the State
and Division Engineers. The State and Division Engineers shall not curtail the diversion of
water through any of the three wells, or any supplemental or replacements wells being
augmented under this decree while the diversions are being made in accordance with this decree.
JUDGMENT AND DECREE
21. The foregoing Findings of Fact and Conclusions of Law are hereby approved and
incorporated as the Judgment and Decree of the Court by this reference.
22. The Court hereby approves and decrees the change in water right for the Heinze Ditch water
rights to allow for use of augmentation under the plan for augmentation decreed herein.
23. The Court hereby approves and decrees the plan for augmentation described herein
24. The State Engineer shall issue well permits pursuant to $ 37-90-137(2) and this plan for
augmentation.
25. No Material Injury: The terms and conditions provided for in this decree are adequate to
assure that no material injury to any water users will result from operation of the plan for
augmentation.
26. Measuring Devices: State Parks shall install measuring devices, provide accounting, and
supply calculations regarding the timing of depletions as required by the Division Engineer for
the operation of this plan. State Parks shall also file an annual report with the Division Engineer
by November 15ft ofeach year summarizingdiversions and replaiements made under this pllan.
9
27. Sufficiency of Plan for Augmentation: So long as operated and administered in accordance
with the terms of this decree, the plan for augmentation will be sufficient to permit the
continuation of withdrawals, and resulting depletions from the three wells without impairing the
water rights of others, in the amounts and for the purposes adjudicated herein, when curtailment
of such operations would otherwise be required to meet valid senior calls for water.
28. Administration: The State and Division Engineer shall administer this decree in accordance
with the terms and conditions set forth herein. Pursuant to S 37-92-305(8), C.R.S., the State
Engineer shall curtail all out of priority diversions, the depletions from which are not so replaced
as to prevent injury to vested water rights.
29. Retained Jurisdiction: The Court shall retain jurisdiction over the plan for augmentation
decreed herein for reconsideration of the question of injury to vested water rights resulting from
the plan for augmentation decreed herein for a period of five years after State Parks has diverted
5.3 acre feet of water for potable purposes within a single year, and provides notice to all parties
hereto ofthat fact.
It is further ORDERED that this Decree shall be filed with the Water Clerk and shall become
effective upon filing.
Dated this _ day of 2008.
BY THE REFEREE
A. Lain Leoniak, Water Referee
Water Division No. 5
State of Colorado
No protest was filed in this matter. The foregoing Ruling of the Referee is confirmed and
approved, and is made the Judgment and Decree of this Court.
Dated this _ day of 2008.
BY THE COURT
10
Water Judge
Water Division No. 5
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v
STATE OF'COLORADO
Dedicated to protecting and improving the heahh ud ewiroment of the people of Colorado
Bill Ritter, Jr., Govemor
James B. Martin, Executive Director
Grand Junction Regional Office
222 s.6'h St. Rm 232
Grand Junction CO 81501-2768
Fax (970) 248-7198
ht tp : //www. c dp he. s tate. c o. us
Colorado DeparEnent
of Public HeaIth
and Environment
April28,2008
Mr. Mike Havens
Colorado State Parks
P.O. Box 700
Clifton, CO 81520
Certificate of Designation Application-Completeness Review
Rifle Gap WTP RO Brine Water
Garfield County
Dear Mr. Havens:
i., l
TheHazafious Materials and Waste Management Division (Division) of the Colorado Department of Public
Health and Environment received an application (the Application) for Certificate of Designation (CD) for
surface disposal of reverse osmosis brine water from the water treatment plan at the Rifle Gap State Park. The
Application, proposing alateral expansion of existing impoundments (not currently under a CD) was received
March 21,2008. The proposed facility is located on proper(y currently utilized by the Rifle Gap State Park
water heatrnent plant (WTP) just northeast of Rifle Gap Reservoir off of Highway 325 in Garfield County.
The proposal is to increase the number of brine evaporation impoundments at the facility that are intended for
storage, treatment and/or disposal of waste brine water from the WTP operation. The Application was referred
to the Division by Garfield County via email (forwarded from you) dated April 3,2008.
The Application was reviewed to determine its compliance with the requirements set forth in the Solid Waste
Disposal Sites and Facilities Act, Title 30, Article 20,Part I of the Colorado Revised Statutes, as amended and
with the regulations promulgated there under 6 CCR 1007 -2 (Regulations). In accordanee with the solid waste
statute C.R.S., 30-20-103 (2) a "completeness review" of the application is required. The Division has
conducted the completeness revigw of the Application. With the receipt of the Executive Summary from the
Hydrogeologic Evaluation (CTL Thompson,2008), in the judgment ofthe Division, the Application is
complete. Therefore, the Division is prepared to begin the comprehensive technical evaluation of the
Application. However, a delay in the submittal of the entire hydrogeologic evaluation may temporarily stop
our review because of the critical nature of this information to the overall technical assessment of the
Application.
For your information and use in achieving timely revieilapproval of this Application from all appropriate
parties, please note that 30-20-104 of the Solid Waste Act states:
(3Xa) Prior to the issuance of a certificate of designation, the governing body having jurisdiction shall require
', that the report, which shall be submitted by the applicant under section 30-20-103, be reviewed and a
recommendation as to approval or disapproval be made by the department and shall be satisfied that the
Re:
T
Mr. Mike Havens, Colorado State Parks
Certificate of Designation Application-Completeness Review
April28, 2008
Page2
proposed solid wastes disposal site and facility conforms to the local government's comprehensive land use
plan and zoningrestrictions, if any. Any technical conditions of approval made by the department in its final
report shall be incorporated as requirements in the certificate of designation. The application, report of the
department, comprehensive land use plan, relevant zorungordinances, and other pertinent information shall be
presented to the governing body having jurisdiction at a public hearing to be held after notice. Such notice
shall contain the time and place of the hearing, shall state that the matter to be considered is the applicant's
proposal for a solid wastes disposal site and facility, shall provide a description of such proposed site and
facility, and shall provide a description of the geographic area that is within three miles bf such proposed site
and facility. The notice shall be published in a newspaper having general circulation in the county or
municipality in which the proposed solid wastes disposal site and facility is located at least ten but no more
than thirty days prior to the date of the hearing. In addition, the notice of such public hearing shall be posted at
a conspicuous point in at least one location at the offices of the governing body having jurisdiction and in at
least one Iocation at the proposed site. Such notice shall be posted for a period beginning at least thirty days
bofore the public hearing aiid continuing through the date of such hearing.
(b) At the public hearing held pursuant to the provisions of this subsection (3), the governing body shall hear
any wriffen or oral testimony presented by governmental entities and residents concerning such proposed site
or facility. AII such testimony shall be considered by the governing body having jurisdiction in making a
decision concerning such application. For the purposes of this subsection (3), "residents" means all individuals
who reside within the geographic area controlled by the governing body having jurisdiction or within three
miles of the proposed site and facility or who own properly which lies within three miles of such proposed site
and facility without regard to which county or municipality such individuals reside within."
During the technical evaluation of the Application, the Division will initiate a30-day written public comment
period following public notice. A formal recommendation as to approval (or disapproval) of the Application
per the solid waste regulations will not be made until we have reviewed any publii-comments that may be
received. Please note that it is not the intent or purpose of a "completeness review" to imply anything
concerning the final approval of a proposal. AIso, the Division may request additional information in order to
clari$, aspects of the proposal before completing the technical evaluation.
In closing, the Division is authorized to bill for its review of technical submittals, pursuant to C.R.S. 30-20-
109 (2) (b). An invoice for the Division's review of the Application will be transmitted to you under separate
cover. Please contact me at970-248-7l51if you have questions regarding this correspondence.
Sincerely,
V*U25,?ff",*
Robert J. Peterson, Environmental Protection Specialist
Solid Waste and Material Management Unit
Solid and Hazardous Waste Program
Schmueser Gordon Meyer, Inc.
Garfi eld County Comm issioners
SW GAR GAP 2.I
GJ file
cc:
i" i D. ?oslich<L * Co. fla^n,ny
Colorado Stare Parks
361 32 Road / p.o. Box 700 .crinon, coro,.olir"SoYBHlfli#ey?Jl?gl?. ,* (e7o) 434-6878 .www.parks.state.co.us
April '17,2008
Dovid Pesnichok, Senior Plonner
Gorfield County Building ond Plonning Deportment
.l08 8th Street, Suite 40.l
Glenwood Springs CO 8,l60.l
Subject: Addendo # 1: Responses to Morch ,l9,
2OO8 Technicol Complionce Review
Comments on Certificote of Designotion, Woter Treotment Plont Brine
Processing Focility, Rifle Gop Stote Pork
Deor Mr. Pesnichok:
Thonk you for your recent review of the Certificote of Designotion opplicotion for the
Rifle Gop brine focility. Applicotion Addendo # 1 presents both your comments ond our
responses. pleose include this document in the binder with our originol CD opplicotion.
Sincerely,
Mike Hovens, P.E.
Rocky Mountoin Region Project Monoger
Enc: Addendo #'l: Responses to Morch .l9, 2OO8 Technicol Complionce Review
Comments
Cc: Donno Stoner, Colorodo Deportment of Public Heolth ond Environment, HMWMD
Kurt Mill, Rocky Mountoin Region Monoger, Colorodo Stote Porks
Jerry Burgess, P.E., Schmueser Gordon Meyer
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08.doc
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This document is in response to the March 19, 2008 letter from David Pesnichak, Senior Planner
Garfield County. Included in this document are the specific responses to the three general
items and County regulations cited in the letter.
General Comment 1:
The Speciat Use Psmit applioation requires (ftlu9ler 5) that the Applhant eubmft tns
ippr"p""t"porthn arthe gbknU County*sseieor'.s Mapshotl,irq theluryd proprty-and
,if 'plinfii ard priuate landowners ad.lacent to the subiect properly. (which shall- he
Uelil,aat"A). fn ri*aiti"n, olumit a list of ail proper[ o{vtJe]rsr privetB and public, ard their
addreese adjacent to innlthin 200 ft. of *rb site, Further, the Applicant uhall identtff and
provide the aidrcse foi any and all rnlrrerel orvners withln the su@ pronerty-
Addendo # I
ADDENDA #1 TO RIFLE GAP STATE PARK CD/SUP APPLICATION
Attached to this document is the appropriate portion of the Garfield County Assessor's map.
Also attached is a list of all propefi owners, private and public, and their addresses adjacent to
or within 200 ft of the entire Rifle Gap State Park.
General Comment 2:
All $peclatUse permite submitted to Garfeld County r*us! +eclficalty respond to Ssctlon
8.03 of tha Zoning Rasstution of 1S78 ($ee Attached end as idontified ln tlm appllcalion
Number S).
The following are specific responses to Section 5.03 of the Zoning Resolution of t978. The
regulation is stated first in italicsfollowed by our response:
5.03 (1) - Utilities adequate to provide water and sanitation seruice based on accepted
engineering standards and approved by the Board of County Commissionerc shall either
be in place or shall be constructed in conjunction with the proposed use: (A97-60)
a
a
The evaporative pond facility itself does not require utility seruice, as far as water and
sanitation services, to operate. There is a number of water and sanitary facilities currently
located inside the State Park boundary that the operator will have access to for personal
use.
5.03 (2) - Street improvements adequate to accommodate traffic volume generated by
the proposed use and to provide safe, convenient access to the use shall either be in
place or shall be constructed in conjunction with the proposed use:
The evaporative pond facility currently has an access road that Park staff utilize to access
the existing ponds and the water treatment plant, Improvements to this road are paft of
the new pond construction project.
. 503 (3) - Design of the proposed use is organized to minimize impact on and from
adjacent uses of land through installation of screen fences or landscape materials on the
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periphery of the lot and by location of intensively utilized areasl access poinB, lighting
and signs in such a manner as to protect established neighborhood character;
The site is located on a ridge line above public areas, and is buffered by existing trees.
General Comment 3:
The following are specific responses to each standard outlined in Section 5.03.07 and Section
5.03.08 of the Zoning Resolution of 1978. The regulation is stated first in italicsfollowed by our
response:
5.03.07Industrial Operations: Industrial Operations, including ertraction, processing,
(1) The applicant for a permit for industrial operations shall prepare and submit to the Planning
Director ten (10) copies of an impact statement on the proposed use describing its location,
scope, design and construction schedulq including an explanation of its operational
characteristics. One (1) copy of the impact statement shall be filed with the County
Commissioners by the Planning Director. The impact statement shall address the following:
An application has been filed with the County and is titled "Rifle Gap State Park - Application
for Ceftificate of Designation". The impacts associated with this project are articulated
within that document. Impact statement requirements are further discussed below.
5.03.07 (1) (A) - (A) Existing lawful use of water through depletion or pollution of
sufface run-off, stream flow or ground water;
The evaporative pond facility is to treat rejected water from the existing Rifle Gap State Park
reverse osmosis water treatment facility. The water is collected from three source wells.
Water rights for these wells are included at the end of this document. The treatment facility
produces a brine wastewater that will be evaporated within the proposed ponds. The ponds
are designed to prevent groundwater impacts. The site is designed to eliminate storm water
run on and run off. This minimizes the possibility of storm water carrying the brine water to
unwanted locations.
Park's legal authority to utilize the water is summarized in the attached memo from the
Colorado Attorney General's office. Colorado State Parks has filed an "Application for
Water Rights (attached)r" which is awaiting the judge's signature. This State Park is
currently operating under an approved Substitute Water Supply Plan (SWSP) pursuant to
C.R.S. 37-92-308(4) for Rifle Gap State Park in the Colorado River basin (attached),
5.03.07 (1) (B) -Impads on adjacent land from the generation of vapor, dust, smoke,
noisq glare or vibration, or other emanations;
a
a
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The operations within this site will not generate vapor (shoft of harmless water vapor), dust,
smoke, odors, noise, glare, vibrations or other emanations.
. 503.07 (l) (C) - Impacts on witdtife and domestic animals through the creation of
hazardous attractions, alteration of existing native vegetation, blockade of migration
rotttes, use patterns or other disruptions;
The area for the proposed ponds is currently used by the Park as a "Bone Yard" area for storing
park related materials. The ground is currently disturbed with very little vegetation. None of
the constituents in the ponds lre classified by CDPHE as a Hazardous material and there will not
be hazardous attractions for wildlife.
. 5.03.07 (1) (D) - Affirmatively show the impacts of truck and automobile traffic to and
from such uses and their impacts to areas in the County;
Not Applicable, no additional traffic will be going to the facility after construction, traffic
during construction will be minimal, No offsite water will be allowed to be delivered to the
facility.
. 5.03.07 (1) (E) - (E) That sufficient distances shall separate such use from abutting
property which might otherwise be damaged by operations of the proposed use(s);
The operations within this site are of such low impact as to not impact abutting propefi.
Please review the attached county assessors map with property ownership identified.
o 5.03.07 (1) (F) - (F) Mitigation measures proposed for all of the foregoing impacB
identified and for the standards identified in Section 5.03.08 of this Resolution
Not applicable. Mitigation measures are not required due to low impacts.
o 5.03.07 (2) (A) -(2) Permits may be granted for those uses with provisions that provide
adequate mitigation for the following:
. A plan for site rehabilitation must be approved by the County Commissioners before a
permit for conditional or special use will be issued;
These are considered permanent facilities within this State Park. Site restoration as paft of
the construction work will be required per the construction documents. Since the site is
owned by the Bureau of Reclamation (BOR) the seed mix and application methods are
specified by the Bureau. If, at some point in the distant future if it is determined to
completely close this site, we have a completely developed "post closure plan" that
addresses site restoration.
. 5.03.07 (2) (B) - (B) The County Commissioners may require security before a permit for
special or conditional use is issued, if required. The applicant shall furnish evidence of a
bank commitment of credil bond, ceftified check or other security deemed acceptable by
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the County Commissionerc in the amount calculated by the County Commissioners to
secure the execution of the site rehabilitation plan in workmanlike manner and in
accordance with the specifications and construction schedule established or approved by
the County Commissioners. Such commitments, bonds or check shall be payable to and
held by the County Commissioners;
Both the BOR and Colorado State Parks operate the site, Typically financial assurance from
other governmental agencies is not required. Section 258.70 of the federal regulations
excludes state and federal government entities from this requirement. The waiver process
can be found in Section 1.5 of the solid waste regulations.
http : //www.cd phe. state. co. us/H M/hmregulations. htm
The Colorado State Parks have applied for these waivers with the State.
5.03.07 (2) (C) Impacts set forth in the impact statement and compliance with the
standards contained in Section 5.03.08 of this Resolution. (A. 93-061)
5.03.08 Inustrial Pefformance Standards: All industrial operations in the County shall
comply with applicable County, State, and Federal regulations regulating water, air and
noise pollution and shall not be conducted in a manner constituting a public nuisance or
hazard. Operations shall be conduded in such a manner as to minimize heat, dust,
smoke, vibration, glare and odor and all other undesirable environmental effecB beyond
the boundaries of the property in which such uses are located, in accord with the
following standards;
This project will comply with the Colorado Department of Health and Environment (CDPHE)
regulations peftaining to a solid waste disposal site. Each element will be addressed
individually.
5.03.08 (1) - Volume of sound generated shall comply with the standards set forth in the
Colorado Revised Statutes at the time any new application is made. (A. 93-061)
The facility is a gravity flow evaporative pond facility with no mechanical components to
produce any sounds.
5.03.08 (2) - Wbration generated: every use shall be so operated that the ground
vibration inherently and recurently generated is not perceptible, without instruments, at
any point of any boundary line of the property on which the use is located;
a
a
The facility is a gravity flow evaporative pond facility with no mechanical components to
produce any vibrations.
5,03,08 (3) - Emissions of smoke and particulate maffer: every use shall be operated so
as to comply with all Federal, State and CounU air quality laws, regulations and
standards;
a
a
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The facility is a gravity flow evaporative pond facility with no mechanical components to
produce any smoke or air pollution, Fugitive dust is not expected to be a product related to
the use of this facility.
5.03.08 (4) - Emission of heat, glarq radiation and fumes: every use shall be so
operated that it does not emit heal glare, radiation or fumes which substantially
interfere with the existing use of adjoining property or which constitutes a public
nuisance or hazard. Flaring of gases, aircraft warning signals, reflective painting of
storage tanks, or other such operations which may be required by law as safety or air
pollution control measures shall be exempted from this provision;
a
a
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a
a
The evaporation ponds will produce clear water vapor. The ponds themselves are screened
by a ridgeline and tree buffer to minimize the potential for glare off of the ponds. At the
point where a pond evaporates, we predict that the residual product left in the bottom of the
ponds will be a non-friable crust or cake material. Fugitive dust is not anticipated.
5.03.08 (5) Storage area, salvage yard, sanitary landfill and mineral waste disposal areas
:(A97-112)
5.03.08 (5) A - Storage of flammable or explosive solids or gases shall be in accordance
with accepted standards and laws and shall comply with the national, state and local fire
codes and written recommendationskomments from the appropriate local protection
district regarding compliance with the appropriate codes; (A97-112)
No flammable or explosive solids or gasses will be produced or stored on site,
5.03.08 (5) (B) - At the discretion of the County Commissioners, all outdoor storage
facilities may be required to be enclosed by fencq landscaping or wall adequate to
conceal such facilities from adjacent property; (497-1 12)
The site is located on a ridge line above public areas, and is buffered by existing trees.
5.03.08 (5) (C) - No materials or wastes shall be deposited upon a property in such form
or manner that they may be transfered off the property by any reasonably foreseeable
natural causes or forces; (A97-112)
The brine water deposited in these ponds will be allowed to evaporate. The residual salts
left on the liner once a pond is allowed to fully evaporate will be legally disposed of off site.
All ponds include a natural compacted clay liner and synthetic liner to prevent any type of
spill. Also an emergency oveflow piping system is designed to contain any accidental
oveflow in the other ponds. The stored wastes are dissolved in water and will not be
affected by wind.
5.03.08 (5) Storage of Heavy Equipment will only be allowed subject to (A) and (C)
above and the following standards: (A97-112)
a
a
Addendo # l
Not applicable. No heavy equipment is to be stored at the site
a 5.03.08 (5) (E) - Any storage area for uses not associated with natural resources shall
not exceed ten (10) acres in size. (A97-112)
Not applicable. However, the total facility site is less then 5 acres.
a 5.03,08 (5) (F) - Any lighting of storage area shall be pointed downward and inward to
the property center and shaded to prevent direct reflection on adjacent property (A97-
112)
Not applicable. The facility area does not have any lighting.
a 5.03.08 (6) - Water pollution: in a case in which potential hazards exist, it shall be
necessary to install safeguards designed to comply with the Regulations of the
Environmental Protection Agency before operation of the facilities may begin.
The facility is designed to fully comply with all CDPHE regulations for water quality
protection. The CDPHE has been delegated authority for these programs by the
Environmental Protection Agency. The site has undergone a full hydrological and geological
study to verify that no potential exists for the brine waste water to enter an aquifer or other
water supply,
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JOHN W. SUTHERS
Attomey General
CYNTHIA H. COFFMAN
Chief Deputy Attorney General
DnxmID. DoMENICo
Solicitor General
STATE OF COLORADO
DEPARTMBNT OF LAW
Orrrcr oF THE ArroRNrv GENERAL
STATE SnnvICTS BUILDING
1525 Sherman Street - 7th Floor
Denver. Colorado 80203
rhone (303) 866-4500
April2, 2008
MEMORANDUM
TO: Mike Havens
FROM: Jennifer Mele
Assistant Attorney General
Natural Resources & Environment Section
RE:Rifle Gap State Park
Status of Case No. 02CW150, Water Division 5
The application for a change in water rights and plan for augmentation for the water rights used
to operate Rifle Gap State Park is currently pending before the water court in Water Division 5,
Case No. 02CW150. The application seeks to ddcree a change in certain ditch rights to be used
as augmentation for the three wells from which Parks will divert water to operate the State Park
facilities, Rifle Gap Well Nos. l-3.
Rifle Gap State Park facilities existing prior to the Rifle Gap State Park Rehabilitation Plan were
served by other wells and augmented pursuant to two decreed augmentation plans. Those
augmentation plans were decreed on behalf of both State Parks and the Department of
Corrections (DOC). Under the Rehabilitation Plan, the State Park facilities will be served with
Rifle Gap Well Nos. 1-3 under the plan for augmentation in 02CW 150, and the wells and
augmentation plans decreed under the two prior decrees will be utilized solely by the DOC and
the Division of Wildlife. State Parks and the DOC are in the process of negotiating deeds in
order to convey the necessary land and water rights to the DOC and hope to have that process
complete in the near future.
Currently there are three objectors in the pending water rights case 02CW150, and no objector
will stipulate out of the case until the deeds between Parks and the Department of Corrections
have been executed. Once the deeds have been executed Parks will have to work with objectors
towards finalizing the decree. Two objectors have represented that they are either close to
satisfied or satisfied with the current draft decree, and the last objector has indicated that issues
may remain but that parties should be able to resolve those issues. Once the objectors have
stipulated to the decree it will be filed with the water court for approval.
Page2
In order to maintain operations at Rifle Gap State Park, Parks^has submitted yearly applications
for a Substitute Water Supply Plan (SWSP) pursuant to $ 37'92-308(4) C'R'S' to the Office of
the State Engineer. Parks iras been operati;A underlhese yearly plans which re.quire replacement
of out of priority depletions in the same fastiion as the pending water court application' however
it is my understandidth"t due to heavy backlog at the-State Engineer's Office, that Office has
neither approved or d-enied the annual SWSP requests from State Parks'
once the decree has been signed by the water court it will confirm Parks' water rights for Rifle
Gap Well Nos. l-3 and ordei that iermits be issued by the State Engineer for tho^se wells' as well
as decree the plan for augmentation so as to allow the out of priority depletions from the wells
for operation of the State Park.
cc: Paul Flack
AG File:DOCUMENTl
1/17108 DRAFT
-^.l COURT USE ONLY
DISTRICT COURT, WATER DIVISION 5
GARFIELD COUNTY, STATE OF COLORADO
Garfi eld CountY Courthouse
109th 8th Street, #104
Concerning the Application for Water Rights of:
STATE OF COLORADO, DIVISION OF PARKS AND
OUTDOOR RECREATION'
co 81601Glenwood
IN GARFIELD CO UNTY COLORADO
Case No. 02CW150
Water Division 5Attorneys for Applicant Colorado Division of Parks and
Outdoor Recreation:
JOHN SUTHERS, AttorneY General
LORI J. COULTER, Assistant Attorney General*
JENNIFER MELE, Assistant Attorney General*
1525 Sherman Street, 5ft Floor
Denver, CO 80203
Telephone: (303) 866-5017
Regiitration Nos. I 7766 and 30720
*Counsel of Record
FINDINGS OF FACT, CONCLUSIONS OF LAW, JUDGMENT AND DECREE OF
THE COURT
This matter came before the Court upon Application, as Amended ("Application") of the
State of colorado, o"p".t-.rt of Naturat R..out".., Division of Parks and outdoor Recreation
(,,State parks,,) for a decree approving u plun for augmentation. This Court having considered
the pleadings herein, and tfre'evidenie presented ii support of the Application' and having
otherwise become fuily advised with respict to the mattei of tn. Application, does hereby make
ifr" fotto*irg Findings of Fact, Conclusions of Law, Judgment and Decree:
FINDINGS OF FACT
1. Name. address. and telephone number of the Applicant:
State of Colorado, Department ofNatural Resources'
Division of Parks andoutdoor Recreation ("State Parks")
1313 Sherman Street, Room 61 8
Denver, Colorado 80203
Telephone Number: (303) 866-3437
2.Applications: State Parks filed an Application for Change of Water Right' Water Storage
Right and Plan for eugmentation-on Ju.ne 24, 2002. A First Amended Application was
filed on April25,2OOZ. The Referee issued an Order permitting the filing of the First
Amended APPlication on MaY 4,2005'
Notice and Jurisdiction: All notices of this matter required by law have been fulfilled and
the Court has jurisdiction over the Apptication and ali parties affected thereby, whether or
not they have chosen to aPPear'
Objectors: Timely statements of opposition were filed by the Silt Water Conservancy
District, Puma Paw, LLC, and the State of colorado, Department of conections' No
other statements of "pp"ti i"" have been filed and the lime for filing statements of
opposition has exPired.
Summaries of Consultation: The Division Engineer for Water Division 5 issued a
Summary of Consultation on December 27,200i and on January 17,2006' State Parks
..*.d copies of the summaries of consultation on the objectors.
Stipulations: Stipulations have been entered into between State Parks and the gbjectors
as follows:
Agreements with owners of land on which structures are located:
A. U.S. Bureau of Reclamation: The u,S. Bureau of Reclamation ("Reclamation")
owns property at the Rifle Gap State Park. State Parks and the Reclamation have entered
into a Land Use Agreement dated September 23, lgg4' Under this Agreement State
Parks is responsible*for the management, operation and maintenance of Rifle Gap State
Park for publi. recreational use of the reservoir'
B. Department of corrections: The Heinze Ditch headgate and augmentation station
are located on land owned and/or operated by the Colorado Department of Corrections
(,,DOC"). The stipulation between State Parki and DOC entered into in this matter' Case
No.02CW150 contains their agreement regarding the operations and record keeping of
that diversion, measurement and return of State Parks' Heinze water'
FIRST CLAIM _ CHANGE OF WATER RIGHT
Name of Structures for which change is sought: Heinze Ditch, Priority No'67' Priority
No.102, and Priority No.125 in Water District 39'
A. Information from original decree:
3
4.
5
6
7
8
2
lll.
Dates: The original decree for the Heinze rights w31 enJ11ed.5/11/1889 in
CA 103. The appropriation dates are 412011886 (No. 67),4/4/1887 (No.
ioz; una z^sli'sgti (No. tz5). The No. 102 right was previously
transferred from the Hoover Ditch in cA2713 0n June 27 , 1929.
Case Nos.: Original decree entered in Civil Action 103, District Court in
and for Garfield County; Change of water rights entered in the Division 5
Water Court in W-3758 and 97CW60'
Decreed point of diversion: A headgate situated on the east bank of the
Middle Fork of Rifle creek approximately one (1) mile above the junction
of said Fork with the west poit or said creek, in Garfield county' This
point of diversion corresponds !9 a location in the SE % of the NW % of
'section 36 T4S, R93W of tn. 6th P.M., approximately 3,048 feet North of
the South line and 2,240 feetEast of the west line of said Section 36'
lv Source: Middle Rifle Creek.
Type of water right: direct flow.v
vi. Amount:
Heinze Ditch, Priority No'67: 1 c'f's'
Heinze Ditch, Priority No'102: 2.8 c'f's
Heinze Ditch, Priority No.125: '8 c'f's'
vii. Use: Domestic, sanitary, irrigation, including inigation by reuse and
successive use of treateJ wastewater, industrial, stock watering,
commercial, mechanical, recreational (including fish and..wildlife),
horticulture, n." protection, storage and subsequent application to
beneficialuses,exchangepurposes,andforthereplacementor
augmentation of well pumfing-depletions under W-3758 and 97CW60'
B. Proposed change of water right: State Parks seeks to add augmentation uses
generally, provided ,uih ,r. is in accordance with a decreed plan for augmentation or
appropriate administrative approval'
J
Priority Number Appropriation Date Adiudication Date Orisinal Amount
67 412011886 5/1 1/1889 1.0 cfs
r02 41411887 5/1 1/1 889 2.8 cfs
125 2/1 s/1 888 5/1 1/1 889 0.8 cfs
Total 4.6 cfs
9
SECOND CLAIM. PLAN FOR AUGMENTATION
Structures to be augmented:
feet from East section line
from East section line
Rifle Gap wellNo. 1, PermitNo. 236191 Garfield county sE 1/4 NE 1/4 Section 8
Township 5 South nut g. qZ West Sixth PM 1525 feet from North section Line' 1135
feet from East section line
Rifle Gap Well No. 2, Permit No. 236192 Garfield County SW 1/4 NE 1/4 Section 8
Township 5 South n*.tg. qz west Sixth PM 1820 feet from North section Line, 2400
Rifle Gap well No. 3, Permit No. 236193 Garfield county NE l/4 NE 1/4 Section 8
Township 5 South nange 92 West Sixth PM 1000 feet from North section Line, 800 feet
These wells have been drilled pursuant to test permits' State Parks will seek to have
these wells re-permitted for use pursuant to this plan for augmentation and shall obtain
well permits pursuant to $ 37:90-137(2) C.R.S. prior to use within this plan for
augmentation. This plan for augmentation shall allow operation of the three wells to
suiply Rifle Gap State Park Rehabilitation Plan uses described herein
A. Location of wells: These wells are located in the NW% and NE% of Section 8'
T5S, R92W of the 6th P.M. See Figure 1 attached hereto' The wells are within
100 feet of the high water line of {il. cup Reservoir and within the alluvium'
These *"ff, ,nuy 6e re-drilled in the future io long as they are within-2-Og feet of
the decreed location and within 100 feet of the high water line of Rifle Gap
Reservoir.
B. Total Diversions: Diversions from the three new wells for the Rifle Gap
Rehabilitati* ptu, are expected not to exceed 22.5 acre feet per year for potable
and irrigation uses'
i. potable Water Use: Potable water uses at the rehabilitated Park
facilities include: demands for new headquarters, campsites (some
with toilets and showers), day use areas, cabins with kitchenettes, fish
cleaning stations, .u.p.. service laundry, maintenance building, and
grorp ,ir. u."*r. The location of the use areas is shown in Figure 2.
Dir..rion, for potable demands are expected to be a maximum of 7'1
4
Well PermitNo.Location Depth Water Level Tested Rate
236191 SENE 8, T5S, R92W 87ft 26fr 18
236192 SWNE 8, T5S, R92W 95 ft 30.5 ft 4-18 epm
236193 NENE 8, T5S, R92W 72 ft 14.5 ft 18 em
Categorv
Campsites with vault toilets
Campsites with flush toilets
Cabins
Fish Cleaning Stations
Camper Service Laundry
Dumpstations
Park Staff
Maintenance Building
Day Use Visitors
ac-fl/year. This volume is based on estimated water demands and
projected visitor usage using the following assumptions:
Water Demand
50 gPd Per camPsite
100 gPd Per camPsite
100 gPd Per cabin
200 gPd each
1200 gPd each
250 to 2000 gPd
20 gPd Per staff
20 sPd3 gPd Per visitor
3.5 visitors Per car
l0 to 30 Cars Per daY Per site
ii. Irrigation water use: Irrigation water uses at the Park will be for
three acres of lawn g.us und approximately 220 new trees' The
irrigation season will 6e May through October of each year. Based on
the-unit irrigation demand decreed in Case No. 97CW60 of 2.91 ac-
ftlacrelyear.-the maximum irrigation water demand will be l5'4 ac'
ftlyear.
C. Consumptive Uses: The consumptive use from potable uses is 10% and is
projected to be a maximum of
-1.2 ac-ftlyeat. The consumptive use from
irrigation uses is 80% for lawn grass and90i/o for tree irrigation, and is projected
to be a maximum of 13.0 ac-ft/yeat. The maximum total consumptive use of
water at the Park will be 14.2 ac'ftlyeat'
D. water Use Variability: The total water use demands and consumptive uses
described herein are based on projected water demands and Park usage' Actual
water usage is expected to vary oier time, but will be less that the maximum of
22.5 ac-fiy.u, of total water demand and 14.2 ac-ftlyear of consumption' The
Park facilities shown on Figure 2 may also be replaced or relocated' so long as
these total water demands and consumptive uses are not exceeded' If the Park
facilities are significantly modified oi relocated, State Parks shall provide a
written report to-the state Engineers office summarizing the changes in facilities
and any appurtenant changes in water demands or water consumption.
Water Rights to be used for Augmentation:
5
10
11.
A. Name of Water Rights: Heinze Ditch, Priority No.67, Priority No.102, and
Priority No.125 in Water District 39, described in paragraph 8 above.
B. Amount of Heinze Ditch rights to be used in this plan for augmentation:
Priority
Number
Original
Decreed
Amount
Portion
Dedicated to
02cw150
67 1.0 cfs 0.208 cfs
102 2.8 cfs 0.582 cfs
125 0.8 cfs 0.166 cfs
Total (cfs)4.6 cfs 0.956 cfs
Total (ac-fVyr)20.0 ac-ft/yr
Monthly Distribution of Heinze Ditch Consumptive Use Credits:
Month Apr May Jun Jul Aug Sep Oct Total
Distribution of HCU Credits
(%)
1.23 22.79 2r.44 22.86 20.21 9.09 2.38 100 Yo
State Parks HCU Credits (ac-ft)0.25 4.s6 4.29 4.57 4.04 1.82 0.48 20.0 ac-
ft
Prior Decree Information: Rifle Gap State Park facilities existing prior to the
Rehabilitation Plan have previously been served by wells and augmented pursuant to
Case Nos. W-3758 and 97CW60. These augmentation plans were decreed on behalf of
both State Parks and the DOC. DOC operates the Rifle Correctional Center on lands
previously owned by State Parks and operates the water supply system for the Rifle-Correctional
Center, Division of Wildlife ("DOW") staff residence quarters and the
existing Parks facilities. Under the Rehabilitation Plan, all State Parks facilities, except
the former Park headquarters building, will be served by the wells decreed under this
Plan for Augmentation, and State Parks will not irrigate any of the historically irrigated
lands underih. H.irr. Ditch using its portion of the Heinze Ditch water rights. The use
of the original wells and the augmentation credits under the two prior decrees will now be
6
12.
13.
utilized solely by the Doc and Dow, and will no longer be used to augment depletions
arising out oiuse by State Parks at Rifle Gap State Park'
The original Heinze Ditch rights total 4.6 c.f.s. and historically irrigatedTl'3 acres of
land. In Case No. W-3758, 8.1 acres were dried up pursuant to the plan for
augmentation, resulting in l3.i acre feet per year of consumptive use credits. The 8'l
acres of dry-up was 11I4 percent of the total inigated acreage under the ditch. The decree
in that case iequired that use of water undei each of the Heinze Ditch priorities be
reduced by I 1.4 percent, and to leave that amount in Middle Rifle Creek for the benefit of
downstream water users.
case No. 97CW60 required the dry up of 18.8 acres, resulting in 25.38 affe-feet per year
of consumptive credits dedicated to tlie replacement of well depletions under that.Plan for
Augmentaiion. The decree in 97CW60 required that use of water under each of the
orifinal Heinze Ditch priorities be further ieduced in proportion to the irrigated area
."q"uired to be dried up,t, 26.4 percent, and that such water be left in Middle Rifle Creek'
This decree also quantified the historical consumptive use attributable to the entirety of
the three Heinze iriorities and changed the remainder of the Heinze Ditch water rights,
allowing them to be used for any of tn. purposes stated in paragraph- 8'A'vii above'
provided an appropriate amount of histoiicaily irrigated acreage is dried up' The
tonsumptiv" uil ciedits dedicated to the plan for augmentation decreed herein are
derived from these remaining Heinze Ditch water rights and constitute a reduction in
diversions of 20.8 percent . -A *up depicting the location of the dry up acreages under
the Heinze Ditch is attached as Figure 3. DOC owns the 3.3 acre dry-up parcel shown
on Figure 3 and reserves the rightlo substitute other lands to be dedicated to this decree
within the historically irrigatedlrea under the Heinze Ditch as decreed in 97CW60 upon
written notice to, and written approval of, the State Engineer's Office.
Description of Plan for Augmentation: State Parks seeks the right to make oyt 1f priority
diversions from three new ivells described in paragraph 9, above, located at the Rifle Gap
State Park to supply new and existing irrigation,iomestic,.commercial and recreational
uses under the Rifle Gap Rehabilitati6n Plan. The out of priority depletions arising from
these diversions will be replaced with Heinze Ditch consumptive use credits.bypassed at
the Heinze Ditch headgaie. The consumptive use credits dedicated to the Plan for
Augmentation decreed lierein are distinct from the consumptive use credits dedicated to
the two prior augmentation plan decrees.
Operation of the Plan for Augmentation: State Parks will augment the out. of priority
depletions for the Rifle Gap REnabititation Plan consisting of the three wells described in
paiagraph 9, above, with consumptive use credits obtained from dry-up of a portion of
the Heinze Ditch water rights. The monthly and annual diversions, depletions and
replacements associated wiin this plan for augmentation are depicted in Tables I and2'
7
The monthly and annual lagged depletions shown on Tables 7 andZ may vary with actual
usage at the park .o iong uJitt.y aie less than the replacement credits available'
for
As described in ParagraPh 9(B) above, the total diversions during this time will not
exceed 22.5 acte feet annual ly, pumped from the three wells identified in paragraph 9'
above. The total dePletions to Rifle Creek will not exceed 14.2 acr.e feet annuallY' In
order to fullY rePlace the deP letions on a monthlY basis throughout this time, a total of
14.8 acres will be dried uP under this Plan for Augmentation resulting in a total annual
consumptl ve use credit of 20.0 ac-ft' The consumpttve use per acre factor of 1.35 acre
feet per acre was decreed in the 97CW060 decree'
for
As shown in Table 2, State Parks' use of Potable water in the non-irrigation se
be minimal. The return flows from the sePtic and irrigation uses during the
season will offset the winter well
0.40 acre feet during this time.
depletions, and result in a net accretion to the
ason will
irrigation
stream of
C.Thel4.SacresrequiredtobedriedupunderthisPlanforAugmentationrepresents20.S
percent of the historically irrigatel linds underneath the Heinze Ditch' Reducing the
44.4 acres of historically irrigateJ land that remained after the two previous plans for
augmentation by the 14.8 acres Jedicated to this plan f9r. augmentation leaves
approximat ely 29.6acres of tfr" p."rioutly quantified hisiorically irrigated acreage' The
remaining po.tion of the Heinze Ditch water rights associated with that 29.6 acres, as
well as the water attributable ro ,t . autmentatiori plans in W-3758 and 97CW60' will be
conveyed to the DOC. The historic uJe of the Heinze Ditch water rights and the amount
of theiights remaining in the ditch is depicted in Table 3.
CONCLUSIONS OF LAW
14. Notice and Jurisdiction. The water court for Division 5 has jurisdiction over the subject
matter of these proceedings and over uli p.rron., owners of property and water rights that may
be affected hereby, whether or not they have chosen to appear. The original application in this
matter and the resume publication of the o.iginut applicatibn placed such persons on notice of the
,.li.fr.qu.sted by the application and granted by this decree'
15.AnyclaimlistedintheoriginalApplication-ortheFirstAmendedApplicationthatisnot
expressly included in this decree is di#issed. state parks' reduction of diversions by 20.8%
attributable to the Heinze Ditch rights which is the replacement source in the plan for
augmentation decreed herein shall be iolely in accordance with this decree or as allowed by any
future decree from this Court or pursuant to administrative approval by the State Engineer'
8
16. State Parks has fulfilled all legal requirements for a decree for the requested change in water
rightandplanforuug,n.ntutionin-ctuaing$$37-92-302and305,C.R.S.
17. pursuant to $ 37_g2-305(g), the plan for augmentation is sufficient to permit the continuation
of diversions when.rrt11.# *orld otrr"r*irI be required to meet a valid senior call for water'
totheextentStateParksprovidesthereplacementwaterrequiredbythisdecreetomeetthe
lawful requirements of a senior diverter uith. tim. and location and to the extent that the senior
user would be deprived of their lawful entitlement by State Parks' diversion'
18.BurdenofProof:StateParkshascompliedwithallrequirements,hasmetallstandardsand
burdens of proof to adjudicate the augmentation plan requested in the First Amended Application
and are therefore entitied to a decree approving the plan for augmentation.
1g. plan for Augmentation: The plan for augmentation decreed herein will not injuriously affect
any owner of or person entitled to use ;;d under a vested water right or decreed conditional
waterright,solongasoperatedandadministeredinaccordancewiththetermsofthisdecree'
20. Administrability: The plan for augmentation decreed herein is administrable by the State
and Division Engineers. The state un"J piririon Engineers shall not curtail the diversion of
water through uny oi the three welli o. u'y supllemental or replacements wells being
augmented under this Jecree while the diversions a.. u.irg made in accordance with this decree'
JUDGMENT AND DECREE
21. The foregoing Findings of Fact and conclusions of Law are hereby approved and
in.o.po.ut"d as-the iudgmeniand Decree of the court by this reference.
22. Thecourt hereby approves and decrees the change in water right for the Heinze Ditch water
rights to allow for usl oi uug*.ntation under the plarifor augmentation decreed herein'
23. Thecourt hereby approves and decrees the plan for augmentation described herein'
24. The State Engineer shall issue well permits pursuant to $ 37-90-137(2) and this plan for
augmentation.
25. No Material Injury: The terms and conditions provided for in this decree are adequate to
assure that no material injury to any water useri will result from operation of the plan for
augmentation.
26. Measuring Devices: State parks shall install measuring devices,.provide.accounting, and
supply calculations regarding the timing of deple,tion' u' ttq-'i'"d by the Division Engineer for
the operation or*,ir^piJr. ;;J;p".ks siall also file un unrrul report with the Division Engineer
bv November 15'n of each year summarrring Jir..tions and replacements made under this plan'
9
27. Sufficiency of Plan for Augmentation: So long as operated and administered in accordance
with the terms of this decree, the plan for augmentation will be sufficient to permit the
continuation of withdrawals, and resulting depletions from the three wells without impairing the
water rights of others, in the amounts and for the purposes adjudicated herein, when curtailment
of such operations would otherwise be required to meet valid senior calls for water.
28. Administration: The State and Division Engineer shall administer this decree in accordance
with the terms and conditions set forth herein. Pursuant to 537-92-305(8), C.R.S., the State
Engineer shall curtail all out of priority diversions, the depletions from which are not so replaced
as to prevent injury to vested water rights.
29. Retained Jurisdiction: The Court shall retain jurisdiction over the plan for augmentation
decreed herein for reconsideration of the question of injury to vested water rights resulting from
the plan for augmentation decreed herein for a period of five years after State Parks has diverted
5.3 acre feet of water for potable purposes within a single year, and provides notice to all parties
hereto ofthat fact.
It is further ORDERED that this Decree shall be filed with the Water Clerk and shall become
effective upon filing.
Dated this _ day of 2008.
BY THE REFEREE
A. Lain Leoniak, Water Referee
Water Division No. 5
State of Colorado
No protest was filed in this maffer. The foregoing Ruling of the Referee is confirmed and
approved, and is made the Judgment and Decree of this Court.
Dated this _ day of 2008.
BY THE COURT:
10
Water Judge
Water Division No. 5
11
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RECEIVEDIIIIIIIIIIIIIITIIIIIIITTT
FIESOUFICE MAY 2 I 2008
ENGINEEFIING INC GARrii:LUCOUNry
BUILDING& PLANNING
Mr. David Pesnichak
Garfield County Building and Planning Dept
108 8th Street, Suite 201
Glenwood Springs CO 81601
May 28, 2008
RE: Bureau of Reclamation/Colorado State Parks - Special Use Permit Application
Dear David:
At the request of Garfield County, Resource Engineering, lnc. (RESOURCE) has
reviewed the Special Use Permit Application submitted by the Bureau of
Reclamation/Colorado State Parks for expansion of the Rifle Gap WTP Brine Processing
Facility located approximately 7 miles north of the City of Rifle. The submittal includes a
three ring binder entitled Rifle Gap State Park Cerlificate of Designation, dated May 2,
2008. Our comments are outlined below.
SUMMARY
The proposed Special Use Permit application appears to meet the technical criteria for
the Special Use general requirements in Section 5.03. We recommend the County
provide a favorable response to the CDPHE for the facility.
SPECIAL USE GENERAL REQUIREMENTS
The general requirements for any special use permit include providing adequate water
and wastewater service and adequate road improvements and/or access for the
proposed use. The application is for a Water Treatment Plant (VWP) Brine Processing
Facility. The brine solids will periodically be removed from the ponds and hauled to an
offsite disposal location.
The prolect site will be accessed from a park road off of Colorado Highway 325 using the
existing entrance. No road improvements are required for the expansion of the existing
system.
Please call if you have any questions or need additional information.
Sincerely,
RESOURCE N RING, INC.
MichaelJ on E
Water Engineer
MJE/mmm
885-64.0
KlClienb\885 GARC0\64.0 BOR-Colo State Parks\
Consulting Engineens and Hydnologists
9OS Colonado Avenue ! Glenwood Spnings, C() 81 601 I t97O) 945-6777 a Fax [97O] 945-1137
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COLORADO STATE PARKS
RIFLE GAP WTP RO BRINE WATER
EVAPORATIONPOND
IMPROVEMENTS
SPECIFICATIONS
March 2008
Prepared BY:
Schmueser Gordon MeYer, Inc'
P.O. Box 3088
407 Fourth Street
Crested Butte CO 81224
970-349-5355
h,, , '" ,-.ii8
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l:\2006\2006-525 State Parks-Rille\2008 Work\Specs ONLY\COVER'doc
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Appendix A:
Appendix B:
Appendix C:
Appendix D:
Appendix E:
Appendix F:
Tlaue oF CoNTENTS
Special Use Permit
Engineering Design Et Operations Report
Operations ft Maintenance RePort
AppeNDlcES
Evaporation Pond Calculation Summary sheet
Well Water Ouality Sampling tt Waste Loading Rate
sheet
Existing Pond Water Ouality Sampling Results
Pond Depth Volume Charts
Bureau of Reclamation Property Ownership
lnformation
Bureau of Reclamation Operating Agreement
lnformation with Colorado State Parks
Appendix G: Technical Specifications
o Appendix H: Design Drawings
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RtruE GeP WesrewanEn TnEATMENT
ENorNeeRtNG DesloN & OpenerloNs Reponr
PnePlaeo av
Scxtquesen GonooN MeYea, lNc
Mancx 5, 2OOB
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SECTIoN
Tlale or CoNTENTS
Executive Summary
Facility Description
Waste Characterization tt Disposal PIan
Site Conditions
Evaporation Pond Sizing Methods
Impoundment Classiflcation
Waivers
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1. EXECUTIVE SUMMARY
Schmueser Gordon Meyer (SGM) has been engaged by the Colorado State Parks to provide
engineered plans and specifications, and to obtain required regulatory approval for their
Reverse Osmosis Water Treatment Plant (ROWTP) reject water evaporative ponds. This is an
existing water plant whose evaporative ponds require expansion. SGM has prepared this
engineEring Design and Operations Repoft to submit to Garfield County as part of an
ap[lication for a Lertificate of Designation (CD), as required by the Colorado Department of
Public Health and Environment (CDPHE) Regulations 6 CCR t007-2, the Regulations Peftaining
to Solid Waste Sites and Facilities. This facility, located at Rifle Gap State Par( will process
the brine/salty reject water from the existing reverse-osmosis water treatment plant. It will
operate as a fully evaporative system. As discussed in this Operations Report, as the ponds
become saturated with the "salty water" over time, selected ponds will be taken off line,
allowed to fully evaporate, and the resulting dry salts will be tested prior to final disposal
offsite at a commercial landfill.
2. FACILITYDESCRIPTION
The facility is located inside Rifle Gap State Park at approximately 39o 38' 03.48' Latitude,
LOTI 44' 25.0L" Longitude or inside the Northwest corner of the Northeast corner of Section 8,
Township 5 South, Range 92 West. Rifle Gap State Park is located on Bureau of Reclamation
propefi but is operated by Colorado State Parks as paft of an operator agreement between
the Bureau of Reclamation and The Colorado State Parks.
Rifle Gap State Park has a certified public water system that is supplied by three existing
groundwater wells. The water produced by the wells meets all the requirements for a public
drinking water system, but has high levels of salts (Calcium Sulfate, Magnesium Sulfate, and
Sodium Sulfate). These high levels of salts result in poor aesthetic water quality (poor taste,
mostly). The reverse osmosis treatment removes these salts. The purpose of the lined
impoundment portion of the facility is to contain and evaporate the brine/salty reject water
from the existing reverse-osmosis process. Currently the operations of the ROWTP produces
approximately a 500/o waste stream, meaning that for each gallon of water that is treated, one
gailon of reject water with high concentrations of salts is supplied to the evaporation ponds.
The existing facility has two synthetically lined evaporation ponds with a surface area of
approximately 4450 S.F. and 4305 S.F. respectively. In the facility location's climate, the
existing ponds have the ability to evaporate approxim ately 237 ,400 gallons per year. In 2005
the ROWTP produced 338,9L7 gallons of reject water requiring Colorado State Parks to staft
plans for additional ponds. Five new ponds and gravity piping have been designed to provide
adequate evaporative suface area to evaporate the eventual full build out of facilities at the
park and the estimated 900,000 gallons of reject water (Drawings and Specifications are
inctuded in the Appendk). At post-construction the new ponds will consume a total of '804
acres in pond space and the entire site will include 2'13 acres.
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oThis site and facility truly falls under the condition of "disposing of one's own wastes on one's
own propefi" that would typically be exempt from the requirement to obtain a CD. However,
because the owner and operator is a government unit, they do not qualify for this exemption
(6 CCR t007-2, L.4.L). As a result, Rifle Gap State Park facility must go through the process
of obtaining a CD per the applicable portions of the Regulations, 6 CCR LOOT-7, The operation
of the site is simplified compared to a typical landfill or other solid waste disposal site in that
there is only one known and unchanging waste stream. No other waste witl be accepted on
site, there is no transportation or trucking to the site. The ROWTP is on the site and the
waste stream is piped directly to the lined evaporation ponds.
3. WASTE CHARACTERTZATION AND DTSPOSAL PLAN (6 CCR 1007-2, 2.1.2 and 9.5.3)
As noted above, this facility is designed to process only the specific waste stream produced by
the ROWTP. No other waste will be introduced to these evaporative ponds. The reject water
from the Reverse Osmosis process will have a high salt concentration and will grav'lty-flow to
the evaporation ponds. The salt concentration in the reject water currentty is twice as high asit is in the well source water (see Well Water Quality Sampling results in Appendk). The
specific types of salts found in the well water quality sampling results are Calcium Sulfate,
Sodium Sulfate, and Magnesium Sulfate. The concentration in the two existing ponds is
somewhat higher then the concentrations in the reject water stream as a result of the
evaporative process (see Eristing Pond Water Quality Sampling resul9 in Appendk).
Due to a recent change in regulation interpretation, CDPHE has decided that ROWTP reject
water no longer falls under the Regulations of the Drinking Water Division as they were in the
past, but now is regulated under the Solid and Hazardous Waste Division and therefore must
comply with 6 CCR 1007-2 Regulations Pertaining to Solid Waste Sites and Facilities. Because
the Rifle Gap facility is not a landfill, does not transport a waste stream from off site to the
facility, and has a single known waste stream there are many requirements in 6 CCR 1007-2
that are either not applicable or where a waiver will be requested.
The actual waste stream entering the solid waste disposal facility being regulated is not the
reject water, but rather is the salts transported by the water. The loading rate to the facility is
not the 900,000 gallons of water per year (at Park build out) but it is the salts that will
precipitate out of the water as it evaporates. Based on the mg/l concentration of the salts in
the well water, at full build out this facility will produce approximately 11.6 tons of salt
precipitate per year or 5.8 cubic yards of material (see attached loading rate catc sheet). To
fill the existing two ponds and the proposed five ponds to a depth of t/zfootwith precipitate, it
would take more than 50 years of the RowrP operating at full capacity.
Because the waste stream comes from a public drinking water system, both the raw water (3
wells) and finished water are closely monitored per CDPHE requirements. The required
monitoring process will ensure that the constituents within the reject wastewater remain
consistent over time and as currently identified. If the constituents change or any hazardous
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waste is found in the drinking water source, the public drinking water system monitoring
(and/or the quafterly monitoring of the water and sludge in the evaporation ponds) will pick
up on this. In the unlikely event that this was to happen, the use of this water source (well)
would be ceased and production of water from the affected well would also cease. The
Operations Manual will further elaborate on this scenario, but in short, the CDPHE would be
notified, the source of contamination investigated, and the situation corrected. If not possible
to improve the well water quality, the well would be taken off line, and possibly closed per
water well closure regulations. If the source water were determined to contain a hazardous
material that the reverse osmosis system could remove from the finished water, a re-
evaluation of the pond operations would be required.
The disposal mechanism for this facility is two-fold. The ponds are sized to evaporate the
rejected water from the ROWTP. Over time, solids will accumulate in the bottom of each
pond. The design of the facility is such that one or more ponds can be taken off line and
allowed to completely evaporate to allow for removal of the accumulated sludge. Once a pond
is ready for removal of accumulated sludge, the sludge will be analyzed (6 CCR 1007-2,9.8.3)
and hauled to a solid waste landfil!. If a hazardous material is found to exist in the
accumulated sludge (6 CCR 1007-2, 2.1.2) then appropriate measures will be taken in
compliance with the Resource Conservation and Recovery Act.
After removal and disposal of accumulated sludge the pond will then be refurbished in
accordance with the "Operations, Maintenance and Closure Plan". This will consist of re-
grading the pond to original design grades, installation of a new liner and placement of the
pond back in seruice. The design life of a pond has been determined to be in excess of 25
years.
There are no explosive gases in the waste stream and 6 CCR 1007-2 2.3 is not applicable.
4. SrTE CONDTTTONS (6 CCR 1007-2)
A detailed geological and groundwater investigation has been preformed by CTL-Thompson
Inc. Preliminary results and data from CTl-Thompson have been received and a final detailed
repoft will be forth coming. The investigation indicates that the facility sits on 72to 42 feet of
surficial soil overlying bedrock. The bedrock is weathered clay stone, clay stone, and the
Mancos Shale formation. The permeability of the bedrock has been determined to be 3x10'8
cm/sec. The shale extends at least 50 feet below the site. The proposed pond area is not in
an aquifer recharge area nor is the pond area hydraulically connected to an aquifer. None of
the soil borings encountered groundwater and there is no source of drinking water at the site
at the depths that would be affected by seepage from the ponds. This is based upon the lack
of a shallow unconfined aquifer and the low permeability of the underlying bedrock. The three
source water wells are located on the other side of the Rifle Gap Reservoir and are pumped
around to the ROWTP and evaporation pond location.
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No surface water is in contact with the area of the ponds other than the suface runoff that
falls on the site. As can be seen in the attached proposed evaporation pond layout drawings,
grading and drainage ditches are to be constructed to prevent run-off and run-on storm water
from flowing into the evaporation ponds for the 100-year flood plain or a Z4-hour storm event,
and to control erosion. Also, because the rainfall will be captured and retained on the ponds
themselves, stormwater discharges greater than the historic 25-year, 24-hour storm event wil!
not occur. The attached construction drawings provide construction erosion control sheets
and site restoration plans. The construction contractor will be required to obtain a
construction stormwater discharge permit for the duration of the construction.
Nuisance conditions will not exist at or beyond the site boundary. Trash, debris, dust and
odors are not components of the waste stream and witl not exist at the facility. It is possible
that the ponds could attract insects such as mosquitoes for breeding. The Operations Plan will
call for mosquito breeding to be mitigated with approved biological controls (anti-larual donuts
used in West Nile Control), as approved by the Garfield County Health Depaftment.
Natural barriers currently exist at the facility site and are located over the ridge line from
visible areas in the park. These will be used to conceal and secure the site. Care has been
taken in the design of the new ponds to protect all trees as a visual barrier. The one existing
access road to the facility and water storage tank will be clearly marked as "Authorized
Personnel Only Do Not Enter". Colorado State Park staff is located on site to help monitor the
area.
5. EVAPORATION POND SIZING METHODS
Based on data collected over the past 6 decades at various weather stations throughout the
state both the Cotorado Decision Suppoft Systems (CDSS) and the National Weather Seruice
(NWS or the sub branch NOAA) have created evaporation maps for the state. Because there
are no weather stations with an evaporation pan in close proximity to Rifle Gap State Park, CDSS
and NWS have created contour maps that interpolate between evaporation pan stations taking
into account climate and elevation. These contour maps yield a total net annual evaporation
rate of 45" per year at the project site. The design team has determined that we will use a 5o/o
factor of safety. In addition, with the high salt content of the brine wastewater, water does not
evaporate at the same rate as water with less total dissolved solid, so another 5olo factor of
safety has been figured into the design. Therefore our design evaporation rate is 40" per year.
Built into the contour maps is a conversion factor of 0.7 to conveft pan evaporation data to free
suface water evaporation. This is due to the fact that a lake will be able to store a much larger
amount of energy without evaporating water compared to 4T" evaporation pan. Still, after the
conversion factor it is always questionable as to how well pan evaporation rates represent true
lake evaporation. In our case with shallow lined ponds we are somewhere in between an
evaporation pan and a true lake. The contour map numbers were verified to be very accurate
based on evaporation data from an existing evaporative wastewater pond near Blue Mesa
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reseruoir. sGM feels confident that the 40" per year evaporation rate is a reasonable, yet
conseruative number to use for design.
In order to evaporate 900,000 gallons of water a year, the required surface area is 36,048 S'F'
This is nearly four times the existing ponds combined suface area. To reach this suface area
SGM proposes to build five new lined evaporation Ro1!s-referred to as Ponds A, B, C, D' and E'
The new ponds will also be 6'deep (full at 4', with 2'of freeboard). This will allow the ponds to
have a total of 145,695 gallons of storage beiween the 3'and 4'deep ma(s to store the winter
months when the pondi are iced ouei lsee attached Evaporation Pond calculation summary
sheet for more detait). The summary street also includes the option of removing the two
existing ponds at some point in the future and makes them into one larger pond, as well as an
additional pond F as a possibility in the future (the construction of Pond F is not shown or
proposed at this time).
The sizing of the five new ponds is based on the assumption that at full build out the Park will
require 900,000 gallons of water each year (in 2006 they produced 33.8,9^17 gallons) and that
the RowTp operates with a 50o/o reject stream. currently, colorado state Parks is going
through a concurrent process to optimize the water production at their plant - this could
conceivably reduce the reject water stream to 30o/o of production negating the need to build all
of the five proposed ponds. In order to provide the suface area to evaporate the- 2006
production flows, onrv Fona A would be required to be built. Regardless of the volume of reject
water generated, the operations and maintenance of the facility will not change.
6.IMPOUNDMENTCLASSIFICATION(6CCR1007-2'Sec'9)
Rifle Gap State parks ROWTP ponds facility falls under the guidelines of Section 9 of the
Regulations and the..solid waste Disposal Sites and Facilities Ait". Much of this section of the
Regulations (6 ccR LOOT-L, g.2) is devoted to Impoundment classiflcations. Impoundment
Classifications are determined bY:
o th€ potential of the site as an aquifer recharge area
o Qualit! of the water in the highest aquifer lccording to several parameters set by the
Regulationso existing or future uses of any surface or groundwater which could be impaired by
seepage from the imPoundment
o the constituents of the waste; toxicity, mobility and persistence
o geologic and hydrologic characteristics of the site
class I facilities require providing the highest environmental protection based on the potential
hazards. Class III facilities are used *-h.n the potential hazard is very low. Based on CTL-
Thompson,s investigation and the constituents in the waste stream, both CTL-Thompson and
SGM strongly feel it,ut tf,. Rifle Gap facility is a Class III impoundment facility' Class III
facilities do not require liners and are allowed unrestricted seepage'
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our proposal is to place liners in the ponds and to restrict seepage. This will facilitate theremoval of sludge in the future and will enhance slope stability. it',u tir.ri ;;; il;;;ri';;the..native clayey material to be compacted to 95olo modified proctor aensifi'covered with a 36millimeter polypropylene geomembrane (PPR). This will allow for easier final removal of thewaste, as well as keeping the ground from becoming fully saturated and less stable.
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7. WATVERS
Due to the type of facility, the simplicity of the facility, there is onty one waste stream, nooffsite waste will be transported to or accepted at the'facility, the l'ow hazards of theconstituents of the waste stream, the geologic, groundwater, surface water conditions of thesite, and who the owner and operatorlre there are a number of waivers to the regulationsthat are applicable to this facility.
SECTIONS OF REGULATIONS WAIVERS ARE REQUESTED:
' Section L.7 Solid Waste Authorization and Fees - Because the applicant isa governmental entity, Colorado State Parks, and the facility treats there ownwaste on there own site and does not allow other waste into the facility orcharge a fee for such this section of the regulations is requested to be waived.o Section 1.8 Financial Assurance Criteria - On the same justification asabove.o Sectio" ?.1.? (A) (B) - There is only one known waste stream that is directlypiped to the facility; therefore this section of regulations is requested to bewaived.o section 2.2 and 9.5.g Ground water Monitoring - Based on thegeotechnical report and constituents of the waste stream, and the lack ofgroundwater under the facility this section of the regulations is requested to bewaived.
Section 2.3 Explosive Gases - Because there are no explosive gases in thesingle waste steam, and they none on site this section of the ,.gr6tion iirequested to be waived.
section 9.1.4 (A) - Because the facility complies with all portions of 9.7.4 (B)this section of the regulation is requested to be waived.
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RrrlE Gap WesrewATER TnEaTMENT
OperurrroN & MarNreNANcE Reponr
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Pnepaneo ev
Scnuuesen Gonoox MeveR, lNc.
Mlncn 5, 2OOB
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Taeue or CoNTENTS
SecrroN PacE
1 Introduction
Project Description
Specific Facility Operation and Control
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Monitoring, Sampling and Record Keeping
Program 4
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Staffing
Non-Compliance Notification /
Hazardous Materials Contingency Plan 6
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9
Safety
Solids Removal
Facility Closure
Post Closure10
Lrsr or Tleues
IAETE Plce
1 Evaporation Pond Size Table
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Solid Waste Loading Rates
Pond Volume / Depth Tables
Design Drawings
Technical Specifications
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1" INTRODUCTION
This Operating and- Maintenance (O&M) Report has been prepared to provide the
Operator of the Rifle Gap Evaporative Pond Solid Waste facitity guidance to theoperations and maintenance of the facility as well as to meet the required
regulation of 6 CCR 1007-2 Regulations Pertaining to Solid Waste Sites andFacilities. The facility is for the processing/evaporation of the reject waterproduced by the adjacent Reverse Osmosis Water Treatment plant (ROWTp).
This O&M Report is to go alongside the O&M Manual for the treatment plant
itself, but is for the evaporative pond sorid waste facility oNLy.
This facility is not designed to, nor expected to; ever accept wastes of any typefrom offsite.
2. PROJECTDESCRIPTION
The purpose of the facility is to contain and evaporate the brine/salty rejectwater from the existing ROWTP. Rifle Gap State Park has a public water'system
tha_t is supplied by three existing groundwater wetls. The water produced by the
wells meets all the requirements for a public drinking water system, but has highlevels of salts (Calcium Sulfate, Magnesium Sulfate, and Sodium Sulfate)resulting in poor taste; therefore, the water is treated in the ROWTP for aesthetic
reasons to improve the taste. Currently the operations of the ROWTp produces
approximately a 50o/o waste stream, meaning that for each gallon of water thatis treated, a gallon of wastewater with highei concentrationJof salts is suppliedto the waste stream.
The facility has two original ponds noted as EXl and EX2 in the attached pond
layout drawings. Five newer ponds noted as A, B, c, D and E were added toprovide adequate surface area to evaporate the full projected build out of theState Park. This equates to a predicted reject water stream of 900,000 gallonsper year. All ponds are to have connected piping and valves to be supplie? with
l:j9.t w.aler by gravity and can be isolated individually. The two existing pondsEXl and EX2 do not have the ability to be isolated fiom each other anj act asone pond with an existing interconnecting 4,,pVC pipe.
The facility is to receive a Ceftificate of Designation from Garfield County withapproval from the Colorado Depaftment of Public Health and Environment(CDPHE) solid and Hazardous waste Division. Based on the lack ofgroundwater, geology, and constituents of the waste stream this facility hasbeen determined to be a Class III solid waste impoundment facility. The facilityis to comply with all applicable portions of 6 CCR 1OO7-Z Regulations pertaining
to Solid Waste Sites and Facilities. There are a number oiwaivers that wereo
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requested at the time of the application for a Certificate of Designation;
documentation of all waivers must remain with this document on site at all times.
3. SPECIFIC FACILITY OPERATIONS AND CONTROLS
The facility has been designed to be as simple as possible. The solid waste
processing facility starts atlhe point where reject water. leaves the ROWTP and
[ne storaje tank drain line. The only "processing" to take place in the facility is
to allow the water to evaporate in the ponds and the dissolved salts in the water
will precipitate out and be stored in the ponds until final disposal. This facility is
not to be the final location of the precipitate. When substantial precipitate is
accumulated it will be removed and transported to a commercial land fill as
described in the Solids Removal section of this document. There are no
electronic controls or pumps. All ponds are to be supplied by gravity 4" PVC
piping and manual valves.
The ponds are arranged in descending order by gravity: pond A, fo.llowed by
EX1, EX2, B, C, D unI f. Each pond has the appropriate valves to allow for all
the reject water to go individualiy to each pond, or once full to be fully isolated
and allowed to evafiorate down. The exception is the two original ponds EX1
and EX2. EXl and EX2 operate as one large pond with a 4" level PVC pipe
connecting the two. Therefore unless the water level is below the level of the
connectin! pipe the water level in the two ponds will be the same. Although not
paft of the-current plan, there could be a plan in the future to remove both
fonas EX1 and EX2 and replace these ponds with one larger pond to provide
more evaporative suface area.
Each pond A, B, C, D and E are equipped with an emergency overflow pipe 6
inches below the top of the pond embankment. They are NOT to be used during
normal operations of the facility. The emergency overflow pipes are provided
onty as a method to ensure that there are no spills from the ponds overtopping.
Pond A,s overflow is a 4" PVC pipe that connects back into the reject water
supply line above the Pond B filt line so that Ponds B, C, D and E can receive
or'errlo* from pond A. Ponds B, c and D all have a 6" PVC overflow lines that
flow directly to the down gradient pond c, D and E respectively.. Ttre original
fonOs EX1 ind EX2 do not have an overflow since they were already lined at the
time the additional five ponds were constructed. A 6" PVC stub out from pond B
was provided so that when the liner in Pond EX2 is ever replaced, an overflow
from pond EX2 to pond B should be installed. Pond E contains an overflow line
that could supply a future pond, if ever necessary, but not planned at the time
this document was written.'Therefore until there is a future pond down gradient
of pond E the water level in pond E should be maintained as low as possible to
maintain emergency overfl ow storage.
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Riprap protection is provided for the overflow outlet from pond E. This overflow
is truly an emergency overflow and shall not be planned for use (this use would
constitute a spill). The riprap is to prevent erosion in the case of a spill. Should
any spill take place, the CDPHE Solid and Hazardous Waste Division should be
notified no later than within 15 working days as required by the Regulations.
In order to optimize evaporation the greatest water sudace should be
maintained. This would mean that at the very least water should cover the
bottom of all ponds that are not under maintenance. Under normal conditions,
all valves that are not required to be closed to fill a pond or isolate a pond should
be left open. The following is how to specifically operate each valve to fill or
isolate each pond (see attached drawing Sheet 3 of I for valve numbering - all
odd numbered valves are on the pond fill lines and all even numbered valves are
on the main supply truck line),
TO FILL EACH POND:
Pond A) Close valves #1 and #4, Open valves #2 and #3 (valves on
down gradient ponds should be open when Pond A is being filled
for Pond A emergency overflow)
Pond EXl, EX2) Close valve #2, Open valve #1
Pond B) Close valve #6, Open valve #2, #4, #5 (valves #t and #3
could be closed to allow all water to go to Pond B or partially
open to fill more than one pond at once)
Pond C) Close valve #8, Open valves #2, #4, #6, #7
Pond D) Close valve #10, Open valve #2, #4, #G, #9, #g
Pond E) Open valves #10, #8, #6, #4, #2, All other valves to be at
least partially closed
TO ISOLATE EACH POND:
Pond A) Close valve #3
Pond EX1, EX2) Close valve #1
Pond B) Close valve #5
Pond C) Close valve #7
Pond D) Close valve #9
Pond E) Close valve #10
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4. MONITORING, SAMPLING AND RECORD KEEPING PROGRAM
All monitoring and sampling to comply with CDPHE Regulations (6 CCR 1007-2,
9.8). The following is a list of all items to monitored and sampled along with
there frequency:
MONITORING, SAMPLING AND RECORD KEEPING LIST:
. Ground water monitoring is not required as a result of the site
geotechnical repoft, waste constituents and facility classification
o Due to the waste constituents and site layout no explosive gas
monitoring is requiredo Due to Class III impoundment designation, no leak detection
monitoring requiredo Operator is to receive all water quality test results performed on
the source wells per CDPHE drinking water requirements. Operator
shall review the results to see if constituents in the source water
changes at all. Copies shall be maintained on the site. If any new
constituents are found in the source water then the hazardous
materials contingenry plan is to be followed, even if it is not a
hazardous wasteo No truck loads of ANY kind of waste are allowed to dispose of
waste on site; therefore no truckload samples shall be taken
o Samples of impoundment waters, settled sludge and suface scum
or oils shall be analyzed per 6 CCR L007-2,9.8.3 for each pond
quarterly; records of such shall be maintained on site and reviewed
for consistenry over timeo Thickness of the sludge layer shall be measured and recorded for
each pond quafterly; records of such shall be maintained on site
. Facility Grounds shall be monitored weekly; the following items
shall be inspected and procedures followed:
o In-blown debris (such as trash and tumbleweeds) shall be
removed from ponds and facility grounds
o Liners to be inspected, any damage shall be noted and put
on a maintenance schedule for repair; due to the Class III
impoundment designation the CDPHE does not need to be
notified of liner damage
o Embankments shall be inspected for ground movement,
cracks, erosion, leaks, rodent burrows, vegetation and root
growth or any other problems which may affect the integrity
of an impoundment; findings shall be reported to the
responsible engineer with the Colorado State Parks and
recorded in the OPerator Log
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o All pipe inlets and outlets are to be maintained and cleared
of debris and ice, including overflow pipes
o Records shall be maintained to fully document any damage
andrepairstoembankments,linersorpiping,personalinjury
accidents, spills, leaks, fires or explosions; writtll
notification shall be submitted to GDPHE within fifteen
working days of any event which affects the operation of the
facilitY
o Mosquito control to be maintained with anti-larual donuts or
othei control device approved by Garfield County Health
Depaftment
Total precipitation volume plus the volume of waste added to the
impoundments is to be collected and recorded as Volume A each
quu,t.r; total precipitation volume is to be calculated by collecting
ibtat precipitaiion data from the closest Weather Seruice station
(and talibiated based on the on site rain gage) and multiplied by
the total pond LINER suface area
iacn quarter total pan evaporation data shall be obtained from the
closesi Weather Service station with Type A pan evaporation data
iCr*a Junction Walker Field Airpoft at the time this document was
written), multiplied by .86 for location adjustment and 0.7 for the
..Lake Evaporation Coefficienti then multiplied by the average
surface area of each impoundment during the quarter, to get the
maximum possible volume of evaporate loss recorded as Volume B
Volume a ihould be subtracted from Volume A to calculate the
Theoretical Evaporation Volume (TEV)'
The Actual Volume change (AVC) in the impoundments shall be
calculated by measuring the water sudace elevation change from
the start of tne quarterlo the end of the quafter and referencing
the pond volume charts in the Appendix
The difference between the TEV and the AVC should be compared
and recorded; because of the Class III impoundment
determination, written notification of a change greater then 20olo to
CDPHE is not required
Monthly summary records shall be maintained until final closure of
the facitity documenting the volume in storage, volume. of
remaining storage, infl6w volume, and shipments to other facilities;
this is eiomui iatuable to optimize operations and should be
reviewed to develop site-specific monthty evaporation rates and
anticipate winter water storage volumes
Ongoing Equipment Maintenince Schedule shall be maintained,
upiatei and prioritized; list should be included on stored backup
equipment
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a
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All records shall be maintained available for inspection by
representatives of the CDpHE
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5. STAFFING
It is assumed that the operators of the RowTP wilt also be the operators for thesolid waste facility. Per 6 CCR tooT-2,9.7.4 an operator is not required io be onsite at all scheduled open hours. This is a result of the procedures and physicalsystems in place to limit access to the facility by unauthorized perso,iat, anaoverflow structures are in ptace to prevent and contain spills una ou.,trtinj.
6. NON-COMPLTANCE NOTTFTCATTON/
HAZARDOUS MATERIALS CONTINGENCY PLAN
Written notification to CDPHE Solid and Hazardous Material Division shall bemade within 15 working days in the event of a spiil, aiicoverv oi rnurinorir.awaste being disposed of at the site, or if any test results indicate the presence ofa hazardous waste. A test result could cgme from the pond water, surface sum,sludge, or source well groundwater samples.
If the test results start to indicate that the raw water quality is beginning tochange from the original analysis, the responsible engineer s|all be-informed,even if it does not include a hazardous waste.
operator and owner shall work with CDPHE in order to properly remove anddispose of the material if it is an isolated incident. If it is an ongoing change inthe waste stream then an analysis must be done to see if the c-urreit facility issuitable to process the waste material. If it is applicable to proceis tne newwaste stream then the appropriate documentation must be completed una unyrequired changes made to the operations and maintenance manual. If not thewaste must be removed and disposed of per all cDpHE regulations and thefacility closed until the situation is rectified.
7. SAFETY
Safety precautions to consider at minimum:
whel wet the synthetic liners can be slippery; precautions should
be taken to avoid slips and falls
when working on the edge of the ponds (particularly when wet) itis suggested that a co-worked is present;'additionally, workers
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should be tied off to avoid slipping and sliding into potentially very
cold water
Avoid walking on an iced-over pond - the brine waste water may
freeze at lower temperatures than the lake; therefore, when Rifle
Gap reservoir is frozen and "walk able", these ponds may not be
All OSHA, Bureau of Reclamation, and Colorado State Parks safety
procedures should be followed
8. SOLIDS REMOVAL
At the time when .5 feet of waste precipitate accumulates at the bottom of a
pond, the procedures shall begin for the removal and final disposal of the solids
(see sotids toading rate table in Appendk for estimated life before substantial
iotids accumutabj. The pond(s) shall be isolated and allowed to evaporate and
dry out. Pumping water from one pond to another with a transpoftable pump
can facility the evaporation process. Once water is removed from the pond the
remaining solids must be sampled and tested per 6 CCR 1007-2, Section 12.
Depending on the results of the samples an appropriate land fill and certified
reputable transpofter for the constituents of the waste must be used for final
disposal of the waste. All transportation and disposal records must be received
and maintained on site.
The intent of the pond liner is to assist in the removal of the dried solids (roll up
on itself) and will be replaced with a new liner after solids removal. The liner,
liner subsurface and side slopes must comply with all plans and specification
included in the Appendix of this document when replaced.
9. FACILITY CLOSURE PLAN
CDPHE Solid and Hazardous Waste Division and Garfield County must be notified
sixty (60) days in advance of the proposed closure date. A sign of suitable size
shall be placed at the entrance to the facility at least sixty days in advance of the
proposed closure date to notify the general public. The Owner/Operator has the
ability to close only a portion of the facility but must notify CDPHE Solid and
Hazardous Waste Division of there intent. The notice of intent to close a poftion
of the facility must be placed in the operating record and maintained on site.
This facility is not intended to be the final disposal site of the solids. Section 8 of
this document must be completed prior to the closure of the facility, with the
exception of replacing the liner. NO wastes are to remain on the site at the end
of the closure process. The following is a list of steps of closure activities:
a
a
7
i. Remove dried solids, liner and any broken piping per section
8 of this document
ii. CDPHE Construction Stormwater permit must be obtained
prior to disturbing the site (for re-grading)
iii. Facility to be re-graded so no water ponding will take place,
sudace run-off must be promoted, erosion will minimized,
slopes are to be no less then 5olo and no more than 25oloiv. Filling in of the ponds will include the compaction of the fill
material to a minimum of B0o/o of the modified proctor
density
v. Topsoil and re-seeding must comply with the technical
specification attached in this Appendix
vi. Due to the facility location there is minimal permanent storm
water run-on; final grading plan shall be such that no
consolidated run-off flow will take place
vii. All piping shall be cut off below grade and abandoned in
place, plugged and capped so no unauthorized disposal will
take place
viii. If the closure activities are not complete within one-hundred
eighty (180) days following the beginning of closure
(removal of solids and liner) then an Extension must be
requested from CDPHE
ix. Following the closure or partial closure the Owner/Operator
must submit a report to CDPHE documenting that closure
has been completed in accordance with the approved
closure plan; the repoft must be signed by a Colorado
registered Professional Engineer, shall be approved by
CDPHE and placed in the operating record (this must also
summarize the total volume of each waste disposed in each
impoundment and identifies the person(s) responsible for
post closure control of the site)
10. POSTCLOSURE PLAN
Due to the fact that no waste will exist at the facility after the closure activities
and there is nothing more then the revegitation and storm water management
plan to monitor, it should be requested of cDpHE and Garfield county to
decrease the post-closure care time period to less then the thirty years as
described in 6 CCR 1007-2,3.6.3. The postclosure period should be complete at
the point when the construction stormwater permit is fulfilled.
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Appeuolx A
EvlpoR.nrtoN PoNo Caucul-ATloN SutuuanY
o
o RIFLE GAP EVAPORATION PONOS (st15t07)
Ponds: All ponds are 4' deep with an aditional 2' of freeboard for a total of 6' deep
Two existing ponds as is do not have the depth to be 4'deep so they can only be 3'deep
1 Gallon=231 cubic inches
Capacities:
Full build out: 900,000 gal = 207900000 cubic inches
2006 338,917 gal = 78289827 cubic inches 37.66 % full build out
Using 45" average annual evapoErtion, with a 5olo safety factor for non aveftlge year and a 5olo safety factor for brine water
evaporation a 40" annual evaporation rate is used in the following capacities.
o
Ponds Base Size Surface Ar€a
3' DeeD (SF)
Surface Area
4'DeeD lSFl
Volume
3'Deeo ICF)
Volume
4'DeeD (CF)
Storage From
3'to 4' Deeo (GAL)
EXI 62.5'X 46.5 4450 r1450 6590 6590 0
D<2 62.5'X 46.5'4305 4305 6460 6460 0
Capacity 4' Deep Total Surface Area (Sl)Gallons Evap % of 900.000 o/o ot ZOOG
Existrno 1260720 218306 24 64
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RIFLE GAP SOLID WASTE FACILITY LOADING RATES
Years to Accumulate .5 foot of preciplt ts on all ponds A,B,C,D'E'EX{'EX2 =
(3/4/08)
52
394
395
2687
440
488
527
3560
450
mg/L
mg/L
mg/L
AS CaCO3
789
790
5373
354
351
2570
341
307
1930
1.2
1.3
1.4
5.8
3.0
3.0
3.3
fi.6
32
36
37
156
UM SULFATE
ESIUM SULFATE
SULFATE
ALKALINITY AS CaCO3
Prsclpltato peryear
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Fron:
fo:
Dat€:
Subject
Patrick Ayres
Harrison, TonY
8/16/0't l':0?PM
Re: Fwd: RO Brine AnalYte List from HI'{hlMD Documents
Tony,
eI}ofthoseana}ytesaredetecLab}ebyourVOCscreeningprocess(whichis
i.tself a method g2OO-Uasea procedure) so the best course of action would be to
Perfor'laqualitativescreenforana}ytesthatmayexistint,heRowat,erandthenquantitatet,hoseanalytesthata.redetected,ifany,bythesamemethod.
Thiswillsaveoverthetremendouscostofsettingupaprocedureto
initia}lyquantitateeachandeveryanalyteinLhesamplewhentheremightbe
none at al]. r can put together a kil for this type of analysis and it wilr
cost 5100 for the iniciat screening + 960 per analyte that needs to be
quanti fied.
-Pat
Patrick Ayres
O.gr"j-" Chemist/Chemical Terrorism Response Coordinator
Colorado Departnent of Pubtic Health & Environment
Laboratory Services Division
303-692-3043
Fax 303-692-3686
patrick. aYresG state. co ' us
>>> ?ony Harrison 8/t6/2A07 12tAl:54 PM >>>
HeyPat.LookoverthislistofVocls&letmeknowwhich,ifany,you're
wilJ.ingtodo"Thesewj-ttbewaste},aLersamplesthat,willeventuallybecome
solidwaste,&Mr.Havensneedstocharactettzethewastestreambeforehe
goestoomuehfurther.Ifyoudon.twanttotakethesamples,maybeyoucan
recommend a lab that will'
I'Il work uP Prices for the inorg
Havens.
& rad tests & forv,ard the whole Lhing to Mr
Thanks
>>> "Mike Havens"
?ony,
<mi ke . havens 8s tate. co. us> OS /L6/0'7 11 : 04 AM >>>
I 'veAttached is the analyLe summary list from f,he llMl{MD documents'
included the cover sheets from the sources for your reference '
o
The first four pages of the atLachment are from the solid waste Regulations
The last two pages are from the most recent YNORM guidance, and Section 1.6addresses water trealment plant residuals.o
As we discussed, f have a reversebrine from this facility goes toasked to characterize t.his brineof CD this facility will requlre.
osmosj"s wat.er treatment plant. The rejectan evaporation tleatmenl system. I,ve beento allow the HMWMD ta delerrnine what type
Your advice on analysis of this waste stream is greatly appreciated.
Mi ke
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APPENDIX I FOR DETECTION MONITORING
APPENDIX IA
GENERAL GROUND WATER QUALITY INDICATOR PARAMETERS
CATIONS
MAGNESIUM
SODIUM
POTASSIUM
CALCIUM
ANlONS
CARBONATE
BICARBONATE
CHLORIDE
SULFATE
NITRITE
NITRATE
FIELD PARAMETERS
PH
SPECIFIC CONDUCTIVITY
TEMPERATURE
TOTAL ORGANIC CARBON
COMMON NAME
INORGANIC CONSTITUENTS
(1) ANTTMONY (TOTAL)
(2) ARSENIC (rOrAL)
(3) BARIUM (TOTAL)
(4) BERYLLIUM (TOTAL)
(5) CADMIUM (rorAL)
(6) CHROMIUM (rOrAL)
(7) COBALT(TOTAL)
(8)COPPER (TOTAL)
(e) LEAD (rorAL)
(10) NIoKEL (TOTAL)
(11) SELENIUM (TOTAL)
(12) SILVER (TOTAL)
(13) THALLIUM (TOTAL)
APPENDIX IB
CAS
NUMBER
o 239
o
(14) VANAD]UM (TOTAL)
(15) ZINC (TOTAL)
ORGANIC CONSTITUENTS:
(16) ACETONE
(17) ACRYLONITR|LE
(18) BENZENE
(1 9) BROMOCHLOROMETHANE
(20) BROMODTCHLOROMETHANE
(21 ) BROMOFORM; TRTBROMOMETHANE
(22) CARBON D|SULF|DE
(23) CARBON TETRACHLORTDE
(24) CHLOROBENZENE
(25) CHLOROETHANE; ETHyL CHLORIDE
(26) cHLoROFORM; TRTCHLOROMETHANE
(27) DTBROMOCHLOROMETHANE;
CHLORODIBROMOMETHANE
(28) 1,2-DIBROMO-3-CHLOROPROPANE ; DBCp
(29) 1,2-DIBROMOETHANE; ETHyLENE DtBROMIDE;
EDB
(30) O-DICHLOROBENZENE; 1,2-DlCHLOROBENZENE
(31 ) P-DICHLOROBENZENE; 1,4-DTCHLOROBENZENE
(32) TRANS-1,4-DtCHLORO-2_BUTENE
(33) 1,1-DICHLOROETHANE; ETHyLTDENE CHLORIDE
(34) 1,2-DICHLOROETHANE; ETHyLENE DTCHLORTDE
(35) 1, 1 -DTCHLOROETHYLENE;
1,1-DICHLOROETHENE; VtNyLtDEN CHLORTDE
(36) CtS-1,2-DTCHLOROETHYLENE;
CIS.1,2-DICHLOROETHENE
(37) TRANS-1,2-DTCHLOROETHYLENE;
TRANS- 1,?-DICHLOROETHENE
(38) 1,2-DICHLOROPROPANE; pROpyLENE
DICHLORIDE
(39) CIS-1,3-DTCHLOROPROPENE
(40) TRANS-1,3-DTCHLOROPROPENE
(41) ETHYLBENZENE
(42) 2-HEXANONE; METHYL BUTYL KETONE
(43) METHYL BROMIDE; BROMOMETHANE
(44) METHYL CHLORIDE; CHLOROMETHANE
(45) METHYLENE BROMTDE; DIBROMOMETHANE
(46) METHYLENE CHLORIDE; DICHLOROMETHANE
(47) METHYL ETHYL KETONE; MEK; 2-BUTAN0NE
(48) METHYL IODIDE; IODOMETHANE
67-64-1
1 07-1 3-1
7143-2
74-97-5
75-274
75-25-2
75-15-0
5&23-5
108-90-7
75-00-3
67-66-3
124-48-1
96-12-8
106-93-4
95-50-1
106-46-7
1 10-57-6
75-34-3
147-06-2
75-35-4
156-59-2
156-6G.5
o
78-87-5
10061-01-5
't0061-02-6
10041-4
591-78-6
74-83-9
74-87-s
74-95-3
75-A9-2
78-93-3
74-884
o244
o
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(49) 4-METHYL-2-PENTANONE; METHYL ISOBUTYL
KETONE
(50) STYRENE
(51 ) 1,1, 1,z-TETRACHLOROETHANE
iszl t, 1,2,2-TETRACHLoRoETHANE
(53) TETRACHLOROETHYLEN E;
tEinncHloRoETHENE PERcHLoRoETHYLENE
(54)TOLUENE
(5s) 1,1,1 -TRICHLOROETHANE;
METHYLCHLOROFORM
(56) 1,1,2-TRICHLOROETHANE
iszi rnicnLoRoETHYLENE; TRIcHLoRoETHENE
isai rnrcnLoRoFLUoRoMETHANE; cFC-1 1
(59) 1,2,3-TRICHLOROPROPANE
(60) VINYL ACETATE
(61) VINYL CHLORIDE
(62) XYLENES
This list contains 47 volatile organics for which possible analytical
proceduresprovidedinEPAreportSW-846'.TestMethodsfor
Lvaluating dolid waste,,,third edition, November 1986, as revised
Decembei 1987, includes method 8260; and 15 metals for which
SW-B46provideseithermethod6010oramethodfromtheT000series
of methods.
Commonnamesarethosewidelyusedingovernmentregulations'
scientific publications, and commerce; synonyms exist for many
chemicals.
Casnumber=ChemicalAbstractsServiceregistrynumber.
108-10-1
100-42-5
630-20-6
79-34-5
127-18-4
108-88-3
71-55-6
79-00-5
79-01-6
7s-69-4
96-18-4
108-054
75-014
1330-20-7
o 24)"
Colorado Department
of Public Health
andEnvironment
DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
Hazardous Materials and waste Management Division
6 CCR 1007-2, PART I
REGULATIONS PERTAINING TO SOLTD WASTE STTES AND FACTLITIES
Amended by the state Board of Health 1ol2oto4, effective ,l2,2olo4(section 1.2, Definitions)
Amended by the state Board of Hearth 0?15/06, effectivs 0ru30/06(section 1.2 Definitions and section s, Asbesios w""i" Management)
Amended by the state Board of Hearth 11/15/06, effective 0rg0/07(New Section 15, Waste Motor Vehicle Tire Haulers,
"na-"s"oci"ted additionr toSection 1.2, Defi nitions)
a
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CDPHE TENORM Policy and Guidancs Rev. 2.1 February 2007
Waste acceptance criteria are not detined here, but cer-tain data rvill rnost likely be
universally required. Limits on uranium and thoriurn concentration will. at a rninimum'
be based on ttrl definition of source material, 0.OsYo by mass. This is equivalent to 500
prg/g. -500 mg/kg, or 500 ppm. Uranium meastlrements may be reported as' or converted
L. iu,t. p.rinlttion (ppmiand then converted to percent by dividing by 10.000' Other
criteria may include iimits on total radium concentration' Total radium is dellned as
ii;il';lu;fi;R;.-A;;r measurabte radium isotopes such o: t".Ro and r:*Ra are excluded,
since iheir short halt--lives preclude any significant risk in the absence of the parent
nuclides.
5.6 Recommendations
preliminary results fcrr the analysis of residuals by labs certified to test radionuclides in
drinking water show that the uncenainty associated rvith the gross alpha test is much
gr"ut.rihun the counting uncertainties u'ould indicate, and that the test generatcs
f,ualitative data only. ln*other wor<ls, high results give no indication of what radioactive
matcrial is in the sample, and only estimate the total radioactivity of the sample u'ithin an
order of magnitude uib..t. Crosi alpha testittg appears to be inappropriate for the
regulation o?fgNORVt in solid materials such as drinking water residuals' The
ia;rpt;ng and Analysis workgroup reconrmends amending the appropriate regulations to
,.quir. tisting for uranium and radium specifically, and to base regulatory decisions on
those results, rather than gross alpha results.
6 Radioactive Materials Licensing
Considering that there are already controls at drinking water treatment facilities to protect
w.orkc'rs uni th. public, it is not necessary to implement tull radioactive materials
licensing of drinking water reatment facilities at lower levels of exposure and
concentiltior, prouiding thc controls are also adcquate to protect the workers and the
public from the additiorial hazards of exposurc to radiation. Therefore. the Department is
iaking a graded approach to licensing, as it is for disposal. Increascs in exposure
poteriial-and incieases of concentrations of raclioactive materials can result in increases
of regulatory control.
The WQCD and HMWMr) revieu, of the Riililbrilb N'lCIrascn rvill generally be
the basii for determining the regulatory path lbr a pafiicular drinking rvater treatment
facility in mosr .orer. Di.posal facilities other than the RCRA C Hazardous waste
landfiil (which already has a radioactive materials license) will be controlled through
their CDs and D&O Plans rathcr than througlr licensing'
Department practice has been to regulate naturally-occurring sources of radiation
consistently with those ot'man-made radioactive materials, and uses the applicable
portions of the Baclilriqrr licgulirr[p' accordingly on a casc'by-casc basis. Whilc
o 48
Interim Policy and Guidance pending
Rulemaking for control and Disposition of
Technological ly-Enhanced Naturally
Occurring Radioactive Materials in
Colorado
Rev. 2.1
Final Draft for Comment
February 2007
o
a
Colorado Department
of Public Health
and Environment
Hazardous Materials and Waste Management Division
Water Quality Control Division
o
Laboratory Servlces Division
8100 Lowry Boulevarr enver CO 80230-6928
US Mail: PO Box 1712c, Oenver CO80217
(303) 692-3090 fax (303) 3u'9989
LAB lD: tNO'2007004071o
SAMPLE SITE SAMPLE INFORMATION
COMMENTS
RIFLE CAP STATE PARK
RIFLE
POND I DISCHARGE PIPE FROM RO UNITS"I'REATMENT
Collected
Received
Reported
Collected By
Matrix
gllll?007 l:40:00PM
9t1212007 l0:55:00AM
It9t200'l
AE
Drinking Water
Customer Nnmt
Crslomcr Address
City/Slate/ZiP
Contact Name
Contact Phone
Havens Mike
361 32 Road
P0 BOX 700
Clifton Co 81520
REFERENCE TONY I{ARRISON FOR BILLINC
Water type: R.O. Concentrate, brine waler
Did not receive a metal bottle. Poured some of the sample
from the neutral bonle and acidified. AD 9ll2l07
o
Lab Comments:
Or,*:',1:::tr;';::tr;i::;i::;:i',::;;;::,i;::i:!:':::;::,#,ff:,ii::,,w;T#,::;'J::"r::i,l';**,
mg/L - milligram Per liter (PPm)
ug/L - micrognm Per liter (PPb)
LSD lnterent Address: http:/\ryww.cdphe.statc'co'usllr/lrhom'htm
Test Name Result Units
Method
Name
Datc
Analyzed MCL MDA Qualifier
Ritle Cap State Park
Wasterwater-RAD
Cross Alpha No Test pCi/L EPA 900.0 | 0/01/2007 l5pCi/l NA
Gross Beta No Test pCi/L EPA 900.0 l0/01/2007 5OpCi/l NA
Radium-226 <l pCi/L EPA 903.0 nt07t2007 5pCi/l(with
Ra-228)
I
Radium -228 <l pCi/L EPA 904.0 l0/0t/2007 5pCi/t(wilh
Ra-226)
I
Uranium I9 ue/L EPA 200.8 09/t3n007 30
"- t* 5.oli.,
5?' . . ({ir;' x,
' .': - ..1 ..'
--:tt*n:'(-'olondo l)epannrenr
ol'l'ubli< Hsh}
and tnrirennrcnr
Laboratory Services Division
8100 Lowry Boulevar )enver CO 80230-692g
US Mail: PO Box 1712o, Denver CO 90217
(303) 692-3090 fax (303) 344-9989
SAMPLE SITE SAMPLE INFORMATION
CUSTOMER COMMENTS
LAB IDr INO-2007004071-00t-A
RITLE CAP S'I"ATE PARK
5775 HWY 325
RrH.$ co 81650
POND I DISCHARCE PIPE I,'ROM RO UNITS
I{avens Mike
361 32 Road
PO BOX 700
Cliflon Co 815?0
REFERENCE TONY I{ARRISON FOR BILLINC
Water type: R.O. Concentrate, brine water
Collected
Rece ived
Reported
Collected By
Matrix
Water Tenrp
Residual Chlorine
Ficld Fluoride
9/lln0$ l:40:00PIl
9tl2/2007 l0:-55:0041
lt/29na07
AE
Drinking Water
Contrcl Name
Contac( Phone
Did not receive a metal bottle. Poured some of the sample
from thc ncutral bonle and acidified. AD gilZlT7
'I'est Name Result Units
Method
Nrme
Date
Analyzed MCL PQL Qualitirr
Alkalinity, 1'otal I 080 ntglkg SM 2320 B 09/un007 No Limit
Establishec
l0
Arsenic, lbtal 0.003 mg/L EPA 200.8 09il3/2007 0.010 0.001
Barium. lbtal 0.02 t mg/L EPA 200.7 09/t3/2007 2.0 0.005
Cadmium, Total <0.0006 mC/L EPA 200.8 09il3t2007 0.005 0.0006
Chloride il0 nrg/L EPA 300.0 09/l 812007 [2s0]2
Chromium, Total 0.03 mg/L EPA 200.7 09/t3/2007 0.t 0.02
Copper.'l'ntal <0.005 mS/L EPA 200.7 09il3t2007 1.3 0.005
Lead,'lbtal <0.001 ng/L EPA 200.8 09/13t2007 0.015 0.001
Nickel. Total <0.03 mgll-EPA 200.7 09/13/?a0'l 0.1 0.03
o
PQL'fhe bwesl concenlralion of a subslance in a sample that can be measured with a known level of confidence
MCL - Maxmum Contaminant Level - The highest tevel of a contaminant tbat is alot+ed in drinking vwter< - less than MDL
mg/L - milligram per litar (ppm)
uglL - microgram per liter (ppb)
I-SD Interent Address: http://www.cdphe.state.co.us/lr/lrhom.htnr
o
-/i* 3a;: -+:' .','e;.,
i.,. ,,".i\.\: -,,1 ./'.r !11.,!lr-'
C"l.*d" D.t -"**
"f ltrblic Heeldt
and linrimnnrcnr
Laboratory Services Division
8100 Lowry Boulevar )enver CO 80230-6928
US Mail: PO Box 1712o, Denver CO 80217
(303) 692-3090 fax (303) 344-9989
o LAB lD: INO-2007004071-001-A
o
pQL - fbe bwsst concentration of a substance in a sample lhat can be measured wilh a known level ol conlldence
MCt - Maximum Conlaminant Level - The highest level ola contaminanl thal is allowed in drinking water
< - less lhan MDL
mg/L - milligram per liler (PPm)
ug/L - mixognm perliter (PPb)
LSD lnterent Address: http://www.cdphc.statc.co.us/lr/lrhom.htm
pH 7.5 SM
4500-l-l+-B
rJgn4t20u1 [6.s-8.s]NA H
Potassium, 'lbtal 5.1 mgL EPA 200.7 09/t3/2007 N/A 0.3
Selenium.'[otal <0.001 mg/L EPA 200.8 091t312007 0.05 0.00 r
Silver, Total <0.0005 mS/L EPA 200.8 09/13/2007 t0.tl 0.0005
Sodium, Total 650 mg/L DPA 200.7 09il3t200't No Limit
Establishec
0.2
Sulfate 4900 mglL EPA 300.0 09/t812007 [2s0]
Thallium. Total <0.00t mg/L EPA 200.8 09/t3/2047 0.002 0.00t
Zinc. Total <0.05 mg/L EPA 200.7 09/13t2007 Is.0]0.0t
A lkaliniry, Phenolphthalein <10 mC/L SM 2320 B 09il4t2007 No Limit
Establishec
t0
Antimony, Total <0.001 mg/L EPA zOO.E 0911312007 0.006 0.00r
Calcium (Carbonate)I 700 mg/L EPA 200.7 09/13/2007 No Limit
Establishec
0.02
Conductiviry 7570 uS sM 25t0-B 09/t3/2007 No Limit
Establishec
0.5
Cobalt, Total <0.02 mg/L EPA 200.7 09/13t2007 N/A 0.02
Beryllium, Total <0.001 mg/L EPA 2OO.E 09il3t2001 0.004 0.001
Magnesium, Total 6t0 mSlL EPA200.7 09n3t2007 No Limit
Established
0.02
Vanadium. Total <0.02 mC/L EPA 200.7 ovt3n007 N/A 0.02
Silver. Total Recoverable <0.0005 mS/L EPA 200.8 091t312007 I0.tl 0.0005
Rifle Cap State Park
Wastervater-lNO
o
Laboratory Services Divlsion
8100 Lowry Bouleva' )enverCO 802304928
US Mail: PO Box 171'.', Denver CO 80217
(303) 692-3090 fax (303) 344-9989
LAB lD: INO-2007004071-001-A
Lab Comments:
H - Sample analyzed afier EPA recommended holding time of two hours.
POL - The lowestconccnlralion of a subslana ln a sample lhat an bo nnasured wilh a known level of nnlldenre
MCL - Maximum Conlaminanl Level - The highesl ldwl of a contaminant that is atlowed in drinking water
<- less than MDL
ng/L - mllligram prlitor(ppm)
ug/L - miuognm prliler @pb)
LSD Interent Address: http://www.cdphe.state.co.uVlr/lrhom.htm
o
o
o
Laboratory and Radiation Services Division
8100 Lowry Boulevard, DFnver,
US Mail: PO Box 17123, rve S1'slem lI)
(303) 692-3090 fax (iluo1 34' (lollection l)atc
(lonlrol Number
I\O-2007004(
q I Iiltx)7 l .lr):rr.. i\'l
.l(x)
o u
O a.m
EIpm
[] a.m
E p.m
REQUEST FOR ANALYTICAL
CustomedD
Name .
Address :
Cily/StZip:
Phone:
Contact :
Contacl Phone
PWS ID
Name:
Address:
wPOt9092
[-lavens Mikc
16l 32 Road
l'O llox 700
Clifton CO tl1520
000-000-0000
Collecled
Received:
GNyear
E
g
a
!
month year
co0 -t
.,?
Collected by: A Itrirt E llt ( Water Type
Purpose: [Routine ,{aru"ot Purpose I Reoeat
e*? s -,rlc a o mg/L Temp., Water
jDt b12- 3o4G
ocChlorine residual:
Temperature at Receipt:
Description: ?ox I
City
L dr>Clra*te ?r b
Location tr.
rc
&r
x. v^,^tlrcatr()n:u/J
o t 0
TES"I' ORDER (Chcck appropriatc box):
rf(,
CI.I EM ISTRY.INORGAN IC CHEMISTITY.ORCANICtr Phase l. 2. -str voc (Regulared)
tl SOC (Regulated)
RAD ISTRY
,(etpn"G"tr, crort
E Americium
[J Gamma Speclrometry.
Nuclide Specific
E Plutonium
ffRaoium zz6
finaoium 228
E Radon
El Thorium
,\].lranium
E Leak Tost
El Alpha/Beta, Gross
E Carbon-14
El Ni{3
E] H.3
E Other:
trl other:
CPD
tr voc
[] Fat + Preservatives ln Meat
E WaterActivity
E Other:
Alkalinity, PhenolPathalein
Alkalinity,Total
El Aluminum
Antimony
Arsenic
E Aeryllium
E BOD
tr BOD, Carbonaceous
D Boron
Cadmium
Calcium (Carbonate)
Chloride
E Chlorine, Total residual
Chromium
Conductivi$
Copper
E Corrosivity (Langlier)
CJ Cyanide, Oistilled
CI Cyanide, Direct
E Cyanide, WAD
[] Fluoride
E Hardness tolal
trl Heavy Metals
0 lron
[] tCP scan
jEfueao
E Lithium
XMagnesiumE Manganese
E Mandatory
(Phase l, ll, V)lf Mercury
E Molybdenum
-!(,r'tictettrl Automated Ammonia
E Nitrog€n, Kjeldahl
El Nitrogen, Total
trl Nitrogen. NitrateNitrite
E Nitrogen, Nitrite
trl Nitrogen, Nikate
){onE Phosphate, Ortho
B Phosphate, Tolal
.(potassium
ffsetenium[] Silicon (silicates)
.2(sipe,p(sooi*
E Solids, Dissolved
El sotids.nded
[] Solids, Total
,(suttate.{rt"ttim
E Uranium
.kzin"
7for,"r,
fe.*
I
CfuI+
tlq,.qc'l-'-n
DBP (Regulated)
VOC (Screen)
SVOC (Screen)
HEM (Oil & Grease)
THM
BTEX
TOC
Other:
D
o
E
tr
tr
tr
tr
tr
tr
EI
tr
tr
tr
tr
Other:
Other:
Other:
Other:
Other:
MICROBIOI-OGY
E Total Coliforms, PA
t] Total coliforms, MTF
trl Fecal Coliforms, MTF
E E.Coli.. MPN
E Heterotrophic Plate Counl
E Pseudomonas CultureE Other:
E Other:
cam.E
)lsl,osl11()N
RECEIVI]D I}YDATE /'I'IMERt,llNQUIStlED BY
RECEIVED BY:DA'I'E / 'I]MURELINQT']SH3D BY:
DATE / TIMIRticEIVTiD I]YDATE / ]lMI:BILINQUISHDD l]Y:
OMc
ENTS
o
t.ARS Interent Address: http://urvrv.cdphe.slate.co.usllr/lrhom.htm Report #2501{eq, Date of Mnd t/?007
Laboratory Services Division
8100 Lowry Boulevard rnver CO 80230692g
US Mail: PO Box 17123, Oenver CO g02iz
(303) 692-3090 fax (303) 344.e9s9(dondo L\panmcnr
of }ublicHqlth
:nd torimnmcnt LAB ID: ORG-2007000162
SAMPLE SITE SAMPLE INFORMATION
CUSTOMER COMMENTS
RIFLE CAP STATI PARK
5775 HWY 325
RIFLE
PONDI FROM DISCHARGE PIPE RO UNITS IN TRSATMENT
BLD
SRINE WATER
Havens Mike
361 32 Road
PO BOX 700
Clifton Co 8t520
Collected
Received
Reported
Collectcd 81.
Matrix
\Vater Temp.
911112007 l2:50:00PM
9/ l2/2AA7 I 0:55:00AIr{
9/17/2007
AE
Drinking Water
41C
Test Name Result Units
Iflethod
Nsme
Date
Anallzed MCL MDL Qualifier
VOC (Screcn)See belorv uC/L 09/t3t2007
TOC 9.3 mg/L sM 5310-c 09fi5/2007 0.5 o
Lab Comments:
MDL ' The lowesl concenffation of a substance in a sample that can be measured with a known level ol confrdenca
MCL'Maximum Contaminanl Level - The highesl level of a conlaminant that is allowed in drinking water< - /ess than MDL
mg/L - milligram per liter (ppm)
ug/L - mlcrogram per liter (ppb)
LSD Interent Address: http://www.cdphe.state.co.us/tr/lrhom.htnr
o
o
o
Laboratory Services Dlvislon
8100 Lowry Boulevard :nver CO 80230'6928
US Mail: PO Box 17123,0enver CO 80217
(303) 692-3090 fax (303) 3'14'9989
LAB ID: ORG-2007000162
Sample Number : ORC-200?000162
The organic chemistry departnrent has completed a screening process on your water samples for potential contaminant
concentrations for the test typcs indicated below. In respectlo those screens, the sample(s) submitted were anallzed for
contaminants by gas-chromaiographyimass spectroscopy in duplicate and results obtained were comPared with results
obtained from Utant, purified samplis in order to verify that the contaminants seen, if any, were not laboratory
introduced. 'the results below are indicative of compounds that were measured in BOTH duplicates analyzed at more
than 5% chromarographic area than the intemal releience compound. and appeared in no laboratory quality control check
blank samplcs. Miss spectral confirmations were verified by NIST (National lnstitute of Standards Technology)
traceable library search andlor laboratory derived reference spectra. This is only a qualitative check; additional testing
for spccific u*iyt . by request can perforrn actual quantitation for amount. Organic compounds are not necessarily of
synthetic origin; many natural sources exist for commonly seen water contaminants'
Volatile Organic Conpounds
Analyte % Match NIST or Lab Level Estirnate
None Detected
MDL - The towest concentration ol a substance in a sample that can be measured with a known level of confidence
MCL - Maximum Contaminant Level - The highest level of a contaminant thal is allowed in drinking water
< - /ess than MDL
mgt/L - milligram Per liter (PPm)
ug/L - microgram Per liter (PPb)
LSD Interent Address: http://www.cdphe.state'co'us/lr/lrhom'htm
o
Laboratory and Radiation Services Division
8100 Lowry Boulevard, Do.ver, CO 80230-6929
US Mail: PO Box 17123, rver, CO 80217
(303) 692-3090 fax (30r) 344-9999
REQUEST FOR ANALYT'CAL SERVICES
s1'slem II) ORG-2007000162
Collection l)r qi I l:l(x)7 I l:_Sr):rnplvl
Control lYumbr 4(xl
L]L_J LJ LJ L]
'ffi
&'i
!-!-:.t
&1,t;i:
ti ..
o
CustomerlD
Name:
Address :
City/StlZip :
Phone :
Contacl :
Contact Phone
PWS ID
Name:
Address:
wPo19092
Havens Mike
361 32 Road
PO llox 700
Clifton CO 81520
000-000-0000
l:-
Collected:EE-ET- EE ,,"[TiI
nonn day year hour ffi E a.ra
EI p.m!
Received: nn-nn_moolh day
Purpose: lRoutine
Chlorine residusl:E
X"*"'Purpose
mg/L Temp.. Water
Time m B a.m
D p.m
ot
yeat
Colleeted by: A lu iru Lth <Water Tyoe: 11o.. a,^ *c-^*Ya$<-
bar'nz t Jr*zr
co0 I Repeat
1307
s ?,u k
Temperalure at Receipt:
P"td dr r<,L<rr t" 11,rL....Comments:
Description
civ r
I
(}0
Modification: 8/2gnl&
CHEMISTRY-INOIIGANICE Alkalinity, Phenolpathalein E tcp Scan
E Atkatinity, Tolst trl Lead
[f Aluminum B Lithium
E Antimony ff Magnesium
trl Arsenic E Manganese
TEST ORDER (Check appropriarc box):
CIIEMISTRY.OROANICtr Phase l" 2,5tr VOC (Regutated)
El SOC (Regutated)
tr DBP (Regulated)
{voc (screen)
tr SVOC (Screen)
tr HEM (oil & Grease)
O THM
tr ETEX
TOC
Other:
Other:
Olher:
Other:
Olher:
Other:
IIIICROBIOT,OGY
rf Total Colifonns, PA
tl Total Coliforms, MTF
[f Fecal Coliforms, MTF
tf E.Coli-, MPN
U Heterotrophic Plate Count
[] Pseudomonas Cullurelf Other:
E other:
lf Earium
E Beryllium
tr BoD
trl BOD, Carbonaceous
ff Boron
lJ cadmium
Cl Calcium (Carbonate)
[f Chtoride
trl Chlorine, Total resljuat
El Chromium
E Conduclivity
E Copper
lf Corrosivity {Langtie0
Et Cyanide, Distilled
tl Cyanide, oirea
u Cyanide, WAD
E Fluoride
O Hardness total
E Heavy Metals
E lron
E Mandatory
(Phase l, ll, V)E Mercury
3l#:mmona z'v0
RAI}IOCHEMISTRY
E Alpha/Beta. Grosslf Arnsliciurt
E Gamma Spectrometry,
Nudid€ Specitic
E Plutonium
E Radium 226
trl Raclium 228
E Radon
trl Thorium
[J Uranium
E LeakTest
E Apha/Beta, Gross
E Carbon-l1
r] Ni€3
tr H-3
[3 0rther:
E other:
CPD
O VOC
0 Fal + Preseilativss ln Meat
tr
tr
Activity
tr $olids, Total
E sulfate
El Thattium
E Uranium
O Zinc
E Other:
E xlffll Kisdahr Z- ToLJ Nitrogen, Nitrate/Nilrite
trl Nitrog€n, Nitrite
E Nitrogen, Nitrate
tl pH
E Phosphate, Ortho
[f Phosphate. Total
E Potassium
E Selenium
ff Gilicon (siticates)
[] silver
E Sodium
trl sotids, Dissolvedtl
6
tr
u
tr
tr
tr
Wffi,
Otllir:
)ISI'OSITION
RI:CEIVED BY:DAI€ / TTME
RECEIVED I]Y:r) rE /3lM3
RELINQUIS}IED BY:NATE / TIME RECEIVED BY:DATE TJfIME
TOMER
SAMPLE SITE coM
c I 1 I
LAIIs lnterent Address: http://wrvrv.cdphe.state.co.us/lrllrhom.hm Rcport #2,50Rcq, Date of
B,,''',r%1.-
li.riri.:J
Laboratory Services Dn'ision
8100 Lowry Boulevarc snver CO 80230'6928
US Mail: PO Box 17123, Denver CO 80217
(303) 692-3090 fax (303) 344-9989o *ff$lfrHi{i-
LAB lD: INO-2007004069-001-A
RIFI.,E GAP S-I'A]'E PARK
_s775 HWY 325
Rll.'r.E co 81650
Collected
Received
Rep<lrted
Collected 83'
Matrix
Watcr Temp
Residurl Chlorine
Field Fluoride
9/l lD0A7 I :22:00lltr
9/1212007 l0:45:0041
9fi9/2007
AE
Drinking Water
731:
POND i'I DISCIIARCI] PIPE FROM RO
Havens Mike
361 32 Road
PO BOX 700
Clillon Co 81520
REI.'ERUNCE TONY HN RRISON FOR BILLING
Water 1-ype: R.O. Concentrate. Brine water
Conlnct l\iame
Contact Phone
o
[.ab Comments:
pQL - The lowest concentration ol a substance in a sample lhal can be measured with a known level of confidence
MCL - Maximum Contaminant Level - The highest level ola contaminant that is allowed in drinking water
< - /ess than MDL
mg/L - milligram per liter (PPm)
ug/L - micrognm per liter (ppb)
l-SD lnterent Address: htlp:i/wrvw.cdphe.slate.co.usllr/lrhom.htm
SAMPLE INFORMATIONSAMPLESITE
COMMENTSCUSTOMER
Test Namc Rcsult Units
Method
Name
Date
Analyzed MCL PQL Qualifie r
Nitrate-N <3 mg/L EPA 300. I 091t2t2007 l0 0.3
Nitrite-N <0.0 I mg/1.SM
4500-N02-B
09/t 3i2007 1.0 0.0 I
o
Laboratory and Radiation Services Division
8100 Lowry Boulevard, D rr, C0 802306928
US Mail: PO Box 17123,Uw,uer, CO 80217
(303) 692-3090 fax (303) 344-9989
REQUEST FOR ANALYTICAL SERVICES
Sysrem lD
(.'ollection Dafe
Conlrol l$unber
INc!200700406e
9/l l, :(xt7 l.ll:rxiptrl
.30i,,
:m
ol
E a.m
Elpm
E a.m
E p.m
otrcrdv&
CustomerlD
Name:
Address :
Cily/SUZip:
Phone :
Contac{:
Contact Phone
PWS ID
Name:
Address:
wPo19092
Har.en-s Mikc
361 32 Road
P0 Box 700
Clillon CO 81520
000-000-0000
Collscted:
Received:
war
year
o
!
co0 lf,lt
Gorrecledbv, Altt14 ElltS water Type: 3 P, c
b t r'ng \Jr-tgr
Purpose: flRoutine ff*o"'Pupose f] Releat
te ?.n k Chlorine residual: I
Temperature rt Rsceipt:
mg/L Temp., Water oc
?s'r
Description: ?tt+
clr.<"v-?rd Comments:
Localion
'I'fST ORDER (Check appropriate box):
CHEMISTRY.INORGANIC CI{f,MISTRY.ORGANICtr Phase 1.2,5tr VOC (Regulated)
trt SOC (Regulated)
DBP (Regulated)
VOC (Screen)
MICROBIOLOGY
E Total Coliforms, PA
El Total coliforms, MTF
[f Feca, Col]forms, MTF
fl E.Coli.. MPN
E Heterotrophic Plate Count
[f Pseudomonas CultureE Other
E olher:
RADIOCHEMISTRY
[J Alpha/9eta, Gross
trl Americiurn
E Gamma
Radium 226
El Radium 228
E Radon
O Thorium
E Uranium
E Leak Tost
E Alpha/Beta, Gross
E Carbon-l4
c] Ni-33
E H.3
o other:
trl other:
CPD
tr voc
E Fal + Preservatives ln Meat
E WatorAcdivity
[] Other;
E Alkalinily, Phenotpathelein
O Alkalinity, Total
O Aluminum
trl Antimony
.(] Arsenic
E Sarium
E Beryllilm
tr, BOD
El BOD, Carbonaceous
E Boron
O cadmium
E Cabum (Carbonate)
trl Chloride
E Chbrine, Total residual
E Chromium
E} Conductivity
u Copper
Ef Conosivity (Langlier)
IJ Cyanido. Distilled
tl Cyanrde, Okect
u Cyanide, WAD
B Fluoride
El Hardness total
[3 Heavy Metals
El lron
El tCP Scen
E Lead
O Lithium
E Magnesium
E Manganese
E Mandatory
(Phase l, ll, V)[J Mercury
E MotyMenum
E Nickel
[] Automated Ammonia
E Nitrogen, Kjetdaht
!f Nitrogen, Total
trl Nitrogen, Nikate/Nitrite
fNitrogen. Nitrite
XNitrogen, Nitrare
tl pH
Phosphate, O.tho
Phosphale, Total
Potassium
Selsnium
Silicon (silicales)
Silver
Sodium
Solids, Dissohred
tr solirJs. Total
E Surate
El Thaflium
B Uranium
& zin"
O other:
tr
tr
tl
tr
tr
tr
o
tr
tr
tr
tr
o
tr
HEM
THM
BTEX
TOC
Other:
Other:
other,
Other:
Other:
Other:
E
E
u
E
tl
tl
tr
tr
o
U]m'ro
t\,
)rsrost r toN
Rl:LINQLiISHED IIY:I DATE /'TIL{I:REC]EIVED T'Y:DA'[E I lllvlE
RbLINQUISHLU tJY: f,t)41'E / ',t'illtt.Rtict--lvED t Y:UA'IE /-IIMT
RF,LINQI,JISI{ED BY:DAI'E / TtMr-;RECEIVtrD BY:DATE / TIME
CUSTO SP INFORMATION
SAMPLE SITE COMMENTS
o ql-i,a I
t-t
I.ARS Interent Address: http://wwl.cdphe.state.co.us/lrllrhom.htm Report #2.iOReq, Date of Modificarion:8/3 1O007
Laboratory Services Division
8100 Lowry Boulevarr enver CO 80230{928
US Mait: PO Box 1712s, Denver CO 80217
{303} 692-3090 fax (303) 344'9989
LAB ID: INO-2007004072o
SAMPLE SITE SAMPLE INFORMAT ION
COMMENTSC
RIFLE CAP STATE PARK
RIFLE
POND #2 WEST END BRINE WATER
Collected
Received
Reported
Collected BY
Matrir
9/1112007 l:40:00PM
9tl?1200'l l0:55:00AM
tt/9t2007
AE
Drinking Water
Customcr Name
Customcr Addrcss
CitylStrte/Zip
Contact Name
Contact Phonc
Havens Mike
361 32 Road
P0 Box 700
Clifton Co 81520
REFERENCE TONY HARRISON FOR BILLING
Water typ€: R,O. Concetrate, brine water
Did not receive metal bottle- Acidified 250 mL from the
neutral bottle. AD 9ll2l07
o
Lab Comments:
MDL - The lowest @ncentration ol a substance in a sampla that can be measured with a known level of conlidene
MCL - Maximum Contaminant Level - The highest tevet of a conlaminant that is altowed ln dinking water < - less than MDL
mg/L - millignm Per liter (Wm)
ug/L - microgram Per liler (PPb)
LSD lnterent Address: http:l/www.cdphe.state'co'us/lr/lrhom'htm
Test Name Result Units
Method
Name
Date
Analyzed MCL MDA Qualifier
Rille Gap State Park
Wasterwater-RAD
Cross Alpha No Test pCi/L EPA 900.0 t 0/01/2007 lSpCi/l NA
Cross Beta No Test pCiil-EPA 900.0 t0t0t/2001 50pCi/l NA
Radium-226 <l pCitL EPA 903.0 tv07/2007 5pCi/l(with
Ra-228)
Radium -228 <l pCi/L EPA 904.0 t0rctno0'l 5pCi/l(with
Ra-226)
I
Uranium l8 uS/L EPA 2OO.E 09il3D007 30 I
o
Laboratory Services Division
8100 Lowry Boulevar )enver CO g0230{92g
US Mail: PO Box 1712a, Denver CO g0217
(303) 6923090 fax (303) 344-9989(hhado l)cpemenr
of l'ublic Hsft}
and lhvimmrunr LABID: INO-20070040?2-001-A
SAMPLE SITE SAMPLE INFORMATION
CUSTOMER COMMENTS
RIT!.,8 OAP STATE PARK
57?5 HWY 325RIFI,IJ CO
POND #2 WESTEND BRINE WATER
Havens Mike
361 32 Road
PO BOX 700
Cliton Co 81520
REFERENCE TONY HARRISON FOR BILL:NG
Water type: R.O. Concetrate, brine watcr
Did not receive metal bortle. Acidified 250 ml, from the
neutral boule. AD 9/12t07
81650
Collccted
Received
Reported
Collected By
Mrtrix
Water Tcmp
Residual Chlorine
Field Fluoride
9llln00'l l:40:00PIr
9/l2n0n l0:55:00A1
ut29f2007
AE
Drinking Water
Contact Nnmc
Contact Phonc
Tcst Namc Rcsult Units
Method
Name
Datc
Analyzed MCL PQL Qualilier
Alkalinity, Total t90 mg/L SM 2320 B 09/t4/2007 No Limit
fstablished
t0
Arsenic, lbtal 0.001 ntglL EPA 200,8 09/13/20a'7 0.010 0.00r
Barium. Total 0.019 mg/L EPA 200.7 09il3/2007 2.0 0.005
Cadmium. Total <0.0006 me/L EPA 200.8 09/t3/?,007 0.005 0.0006
Chloride 130 mg/L EPA 300.0 09n8t2007 [2s0]2
Chromium, Toral 0.03 mC/L EPA 200.7 0vt3n007 0,t 0.02
Copper, Total <0.005 m#L EPA 200.7 ayl3n007 1.3 0.005
Lead, Total <0.001 mC/L EPA 200.8 09il3t2007 0.0t5 0.00t
Nickel. Total <0.03 mg/L EPA 200.7 09il3/2AA7 0.t 0.03
PQL ' The lowasl concentration of a subslan@ in a sample lhat can be measured with a !<nown lewl of mnfrdonce
MCL 'Maximum Conlaminant Level - The highesl tevel of a contaminant that is allowed in dinking water< - less lban MDL
mg/L - milligram Wr liter (ppm)
ug/L - microgram perliter (ppb)
LSD Interent Address: http:/lwwrv.cdphe.state.co.us/lr/lrhom.htm
o
o
.jjir.?ijj\ LaboratoryServicesDivision
,+j' "' Y 8100 Lowry Bouleva' )enver co 80230-6928
':f,;yr;l' US Mail: Po Box 1712u, Denver co 80217
fli;;eiifu;, (303) 692-3090 fax (303) 3't4-s989
of l\rblir Herlrh LAB lD:rnd trrrircrunento
o
tN0-2007004072-001-A
pOL - The lowest concentration of a subslance in a sample that can be measured with a known level ol contidence
MCL - Maximum conlaminant Level - The highest level of a contaminanl lhat is altowed in drinking waler
< - less than MDL
ms/L - milligram Per liter (PPm)
ugL - microgram Per liter (PPb)
l-SDlntcrentAddress:http://wrvw.cdphc.state.co.usilr/lrhorn'htm
pH 8.2 SM
4500-t'l+-B
0ql4noo1 [6.5-E.sJ NA H
Potassium, Total 4.8 mS/L EPA 200.7 09il3t?007 N/n 0.3
Selenium,'lotal <0.001 rng/L EPA 200.8 09t13t2007 0.05 0.001
Silvcr, Total <0.0005 nrg/l-I]PA 200.8 09il312(ro'l [0.t ]0.0005
Sodium.'l'otal 6?0 MEL IiPA 200.7 09fi8t2007 No Limit
Established
0.2
Sultate 5 100 nrgil DPA 300.0 091t8n007 [250.|3
Thallium. Total <0.001 mg/L EPA 200,8 09il3/2007 0.002 0.001
7.inc, Total <0.0-t mg/L EPA 200,7 09fi712007 ts.0l 0.01
Alkalinity', PhenolPhtlralein <10 nrgr'L sM 2320 Il 09il412007 No Limit
Established
t0
Antimony, Total <0.001 mg/L DPA 200.8 09/t3/2007 0.006 0.001
Berylliurn, 1"otal <0.001 mg/L EPA 200.8 09113/2007 0.004 0.001
Calcium (Carbonatc)r400 nrgiL EPA 200.7 09il712007 No Limit
Established
0.02
ConductivitY 5430 uS sM 2510-B 09il312007 No Limit
Establishec
0.5
Cobalt,'fotat <0.02 mglL EPA 200.7 09il312A07 N/A 0.02
Magnesium, Total 670 mg/L EPA ?00.7 09/1712007 No Limit
Established
0.02
Vanadium, 'l'otal <0.02 mg/L EPA 200,7 0911312001 NIA 0.02
Silver, 1'otal Recoverable <0.0005 mg'L EPA 200.8 09fi312007 t0.t l 0.0005
Rifle GaP State Park
wastewater-lNO
o
Laboratory Seryices Divlsion
8100 Lowry Bouleva' Denver CO g0230-692g
US Mail: PO Box 171.-, Denver CO g0217
(303) 692-3090 fax (303) 344-9989
LAB lD: INO-2007004072-00t-A
Lab Comments:
H - Sample analyzed after EpA recommended hording time of two hours.
PQL' The lowest concenlration of a substance in a sample that can be measured with a known level of confrdenceMCL - Maximum conlaminant Levet - The highest level of a conlaminant that is altowed in drinking waler<- less than MDL
mgA - millignm perliter(ppm)
ug/L - microgram per liter (ppb)
l.SD lntercnt Address; http://wtvw.cdphe.state.co.uVlr/lrhom.htm
,!pf,f:q,
\..\-.2/ol'\i:r!-r-.::/'
Gt"oalrIp"il*i
of ltrblic Heeh}
and llnvirorunmr o
o
o
40
CustomerlD
Name:
Address :
City/StIZ ip :
Phone :
Contact .
Contad Phone
PWS IO
Name-
Address:
Laboratory and Radiation Services Division
8100 Lowry Boulevard, D^nver, C
US Mail: PO Box 17123 nver, S1'stcnr ll)
(303) 692-3090 fax (3u.1) 344 (igllection l)ate
(lontrol )',iunrber
INO-200700 2
I Il,lrx,7 l -10 0(l[)N,l
{r)l
o L]REQUEST FOR ANALYTICAL I
wPOr9092
Havcns Mike
361 l2 Road
P0 llox ?00
Clit'ton CO 8 1520
000-000-0000
Collected
Received:
ElEl-l.ilt_!finnlh day
O a.m
El pm
D a.m
opm
o
o
year
year
Time !
a
Special Purpose
TemP., Water
I
(}
:sn82ooz
I Reneat
collecteduy, A I Ur'n E ll. S water rype: E;i- -tTii*'n'
co0 Purpose: l-lRoutine &
chlorine residual: E'EE .rt
Temperature al Receiptl
oc
Comments:
Description:
Location
r
L-
sro R
a 1 I0 4 L
Alkalinity, Pheoolpal
Alkalinity, Total
O Aluminum
Antimony
Arsenic
E Beryllium
U BOO
tr BOD, Carbonaceous
El Boron
Cadmium
XCabium (Carbonate)
Xcruorioe
E Chlorine. Total residua,
(cnromium
.(Conduaivity
Xcopp.,
Cl Corrosivity (Langlie0
trl Cyanide, Distilled
E Cyanide. Direct
E Cyanide, WAD
El Fluoride
Cf Hardness total
E Heavy Metals
lJ lron
CIIEMISTRY.INORGANIC
halein El ICP Scan
dr-eao
CHEIIIISTRY.OITGANICtr Phase 1,2, 5
tr VOC (Regulated)
tl SOC (Regulated)
tr DBP (Regulated)
tl Voc (Screen)
tl SVOC (Screen)
trl HEM (Oil & Grease)
tr THM
E BTEX
tr Solids, Total
TIISI' ORDER (Chcck appropriatc box):ct_
ITADIOCI-IEMISTITY
KAtpnalBeta, cro.s
E'Americium
E Gamma Speclrometry,
Nuclide SPecifrc
E Plutonium
)8(Raoium 226
finaoium 228
E Radon
E Thorium
,$Jranium
E Leak Test
E3 Alpha/Beta, Gross
E Carbon-14
t] Ni63
T1 H.3
trl Other:
E other:
CPD
tr voc
E Fat + Preservalives ln Meal
,Ksuttare
-{tnattium[] Lilhium
'FrMagnesium
[3 Manganese
[f Mandatory
(Phase l, ll,V)
EI Mercury
CI Motybdenum
-['ruic*etE Automated Ammonia
E3 Nilrogen, Kjeldahl
[3 Nitrogen, Total
[J Nitrogen, NitrateNitrite
E Nitrogen, Nitrite
[] Nitrogen, NitrateX,,E Phosphate, Ortho
trl Phosphate. Tolal
Xpotassium
(selenium
[f Silicon (silicates)
.Xsiuet
)s(sooim
E Solids, Oissolved
trl Sohds, Suspended
Cabll
Uo,.qdtr-n
,'orb
EI Uranium
ftzin"
)fotn",'
t] TOCB Oth€r:
tr Other:
O Other:
tr Other:
tr Olher:
0 Other:
I 'D
MICROT}IOI,OGY
E Total Coliforms, PA
rJ Total Coliforms, MTF
E] Fecal Coliforms, MTF
E E.Coli., MPN
[J Heterotrophic Plate Count
E Pseudomonas Culture
El Other;
El other:
E,,water*
Stner:
Activity
CIIAIN)tst,0sl1I0N MNREC'EIVED T}YD.,\T[J / 1IME
Rtic'tirvED BYDA'II / ]IME
rldf'r i tr'tl.iRECEIVtiD BYDATE / TIME[TELINQI.IISI{ED I]Y:
t.ARS lnrerent Address: http://u,n'rv.crlphc.sfate.co.us/lrllrhont.htnt llcport tl250Req. Date of Modification
Laboratory Services Division
8100 Lowry Boulevarc rnver CO g0230.6929
US Mail: PO Box 17129, Oenver CO 30217
(303) 692-3090 fax (303) 344-9989
LAB ID: ORC-200?000!63
SAJTTPLE SITE SAMPLE INFORMATION
CUSTOMER COMN!ENTS
RIT'LE GAP STATE PARK
5775 HWY 325
RIFLE
POND 2 \YEST IND BRINE WATER
llavens Mike
361 32 Road
PO BOX 700
Clifton Co 81520
Collcctcd
Rcceived
Reported
Collected By
Matrix
Water Temp.
9/lln007 12:50:00PM
9/12t2007 l0:55:00AM
9/t7/200't
AE
Drinking Water
4tc
Test Name Result Units
Mcthod
Name
Dete
Anelyzed MCL MDL Qualifier
VOC (Screen)See below uyL 09/13t2007
TOC r 1.3 mg/L sM 53t0-c 09/l 5/200?0.5
Lab Comments:
MDL ' The lowesl cancentration ol a substance in a sanple lhat can be measured with a known level of conlldenceMCL'Maximum Conlaminant Level - The highest level of a conlaminant that is attowed iD dtinking waler< - /ess than MOL
mg/L - milligram per liter (ppm)
ugll - microgram per liter (ppb)
LSD Interent .Address: http:/irvrvw.cdphe,state.co.uglr/lrhom.htm
o
o
Laboratory Services Division
8100 Lowry Boulevard rnver CO 80230'6928
US Mail: PO Box 17123, oenver CO 80217
(303) 692-3090 fax (303) 344'9989
LAB ID: ORG-2007000163aSanrple Number : ORG-2007000163
The organic chemistry departmcnt has conrpleted a screening process on your water samples lbr potential contaminant
concenrralions for the ,.ri typ"r indicated belorv. ln respect to those screens, the sanple(s) submitted were analyzed tbr
contaminants by gas-chronraiography/nrass spectroscopy in duplicate and results obtained were compared with results
obtained from blink, purified samples in order to verify that the contaminanls scen. if any, were not laboratory
introduced. The results below are indicatir,'e of contpounds lhal rvere measured in BOTH duplicates arralyzed at more
than 5% chromatographic area than the inlernal rcference conrpound, and appearcd in no laboratory quality conrol check
blank samples. Mass spectral confimrations were verified by NIST (National Instin'rte of Standards Technology)
traceable iibrary searcli and/or laboratory derived reference spectra. This is only a qualitative check; additional testirrg
for specific unuiyt*. by request can perfornr actual quantitation for amourlt. Organic compounds arc not necessarily of
synthetic origin; many natural sources exist for commonly seen lvater contanlinants.
Volatile Organic Compounds
Analr4e % Match NIST or Lab Level Estimate
None detected
o
MDL - The lowest concenlration of a substance in a sample that can be measured with a known level of confidence
MCL - Maximum Contaminant Levet - The highest level of a contaminant lhat is allowed in drinking water
e ; lif l'11, i{,!i *, t i t e r ( p p m )
ug/L - micrognm Per liter (PPb)
LSD I nterent Address: hnp://wrvw.cdplte.state'co.usilrllrhom.htm
40
Laboratory and Radiation Servrces lJtvtston
8100 Lowry Boulevard, De.ver, CO 80230-6928
US Mail; P0 Box 17123, ver, CO 80217
(303) 692-309A fax (30c1 344-9989
REQUEST FOR ANALYTICAL SERVICES
Srslenr ID
Collection Dr.
Control Numhcr
oRC-2007000r63
g: I l.:0r17 I l.-sr.t:r_n rP\,i
,l0l
o
I rl tt I ,.---, -, t]
CustomertD
Name:
Address :
City/Sl/Zip :
Phone :
Contact :
Contact Phone
PWS ID
Name:
Address:
\\?0t9092
Havcns lr{ikc
161 32 Road
PO Ilox 700
Clifton ClO 81520
000-000-0000
co0
c,ty
?o*l z u)r-s|_enA br,;. 1J*I"rLocatlon ffi
Collected by: *l,r r n E I l, e warer Type ?..4. 6o.a.n*"<-{ <
trrrJrr leJtk-r
Collecled:EE n
E
a.m
p.m
Recerved:
Purpose: nRoutine
Chlorine residual:EI,
Temperature al Receipt:
Comments:R
Ar/
nn-mmonlh day
year
yaar
!
o
E a,m
EI p.m
,{","'"' Purpose
mg/L Temp.. Water
flReoeat
oc
1 30fc
r
Description:
a\o
ification:8$/2OOZ
0 1
TEST ORDER (Check appropriatc box):
cl
tr
E]
Cl
o
tl
tr
tr
tr
tl
tr
tr
tl
Alkalinity, Total
Aluminum
Antimony
Arsenic
Barium
Beryllium
BOD
BOD, Carbonaceous
Eoron
Cadmium
Calcium iCarbonate)
Chloride
[f Chlorine, Total residual
E Chromium
E Conductivity
E copper
[] Conosivity (Langtieo
E Cyanide, Oistilled
E Cyanide, Direct
E Cyanide, WAD
E Ftuoride
fl Hardness total
trl Heavy Metals
E lron
E Lead
trl Lithium
E Magnesium
El Manganese
E Mandatory
(Phsse I, ll, V)El Mercury
E Molybdenum
E Nicket
[f, Aulomsted Ammonia
trl Nitrogen, Kjetdahl
trl Nitrogen, Total
tr Sotids. Total
B Sullate
trl Thailium
0 Uranium
tr Zinc
E Other:
-
CHEMISTRY-INORGANIC
Alkalinity, Phenolpalhalein [3 ICP Scan CIItrMISTRY-ORGANICtr Phase 1,2,5tr VOC (Regulatec,)
Cl SOC (Regutated)
O DBP (Regutared)
{voc (screen)
tr SVOC (Screen)
tr HEM (Oil & Grease)
tr THM
tr ETEX
6;,o.:*
tr other:
tr Other:
tr Other:
tr Other:
O Other:
MICROBIOI,OCY
r] Total coliforms, PA
E Total Coliforms, MTF
g Fecal Coliforms, MTF
E E.Coli., MPN
El Heterotrophic Plate Count
[] Pseudomonas CuttureE Other:
[f Other:
RADIOCHEMISTRY
E AlphalBeta, Gross
El Americiurn
[] Gamma Spectrometry
Nuclide Specific
EJ Plutoniurn
E Radiurn 226
[f Rsdium 228
El Radon
E Thorium
E Uraniurn
E Leak Test
EI Alpha/Beta, Gross
trl Carbon-14
E Ni_63
El H-3
7
2.
7- Te
E Nitrogen, Nitrate/Nikite
[f Nitrogen, Nitrite
[f Nitrogen, Nitrate
EpH
[f Phosphate, Orlho
E Phosphate, Tolal
[J Potassium
lf, Selenium
If Siticon (siticates)
trl silver
Il sodium
E Solids, Dissotued
rl
E oher:
Et other:
CPD
trI VOC
E Fal + Preservative$ ln Meat
E Water Adivity
)ISPOSITION
REI,INQUISHED I}}':DATI] / TIME RECI.:IVEI) T}Y D,\Fi / TrME
RLLINQUISHED B)'DATE i 'I]N{t:KI:!blVED BY:llATl: / TIME
RELINQUISIIED BY:DAl'f / TllvlE RECEIVED B)':B / TIME
SAMPLE SITE
{
l-ARS lnterent Address: http://rvu.'w.cdphe .state.co.us/lrllrhom.hrnr Rcport #250Req, Date of Mod
.-.+ _Liu_./-! .,*'vr;E' ", ' k,
,- .l.l1.i.!;-/...,'
"' '--il r-r ? "
di;;A D.p.;'ii;;t
of ]\rblic Halth
and ll.ironrncnr
Laboratory Services Division
8100 Lowry BoulevarC )nver CO 80230'6928
US Mail: PO Box 17'123, OenverCO 80217
(303) 692-3090 fax (303) 344-9989
LABID: INO-2007004070-001-A
RII.'LI' CAP S]'A'I'E PARK
5775 HWY 325
RIITLE CO
I'OND #2 \\'ES]'tiND RO WA'I'}:R
Ilavens Mike
361 32 lload
PO BOX 700
Clilton Co 81520
I{EFERENCE TONY IIARRISON FOR BILI.,ING
Water t)'pq: R.O. Conccntrate. [Jrine rvater
8 r6-50
Collectcd
Reccivcd
Reportcd
Collected By
Matrix
Water Temp
Rcsidual Chlorine
Field Fluoride
9lll/2007 l:20:00PN
9l12/7007 l0:45:00Ai
9n9t2007
AE
Drinking Water
73F
Contflcl Nnmc
Contacl Phone
SAMPLE INFORMATIONSAMPLE SITE
COMMENTSCUSTOMER
PQL Qualifier
Datc
Analyzed MCLllcsu lt Units
Method
NameTesl Name
r0 0.3nrg/L EPA 300.1 09il22007<JNitratc-N
0.0109il3t20071.0.:0.0 I nrg/t,SIvI
4500-N02-I]
Nitrite-N
l,ab Comments:
pQL - The lowesl concentration of a substance in a sample thal can be measured with a known level of conlidence
-,MCL
- Maximum Contaminanl Level - The highest level of a conlaminanl lhat is allowed in drinking water
!< bss tha: MDL
- mg/L - milligram per liter (PPm)
ug/L - microgram per liter (PPb)
LSD Interent A<Jdress: hltp:i/rvrt'rv.cdphe.state.co.usi lrllrhom.htrn
Laboralory and Radiation Services Division
8100 Lowry Boulevard, r ver, CO 80230-6928
US Mail: PO Box 17123, .nver, C0 80217
(303) 692-3090 fax (303) 344-9989
,-\fl0
REQUEST FOR ANALYTICAL SERVICES L-J LJ LJ LJ L]
Svslem Il)
Collection IL
Conlrol Number
Itr]0"2007004070
9.'l Il:tll7 I :1(l:(xfP]ll
-lrj I t
Customerl0
Name:
Address :
City/SUZip:
Phone:
Contact :
Contad Phone :
wPot9092
Havens Mike
361 32 Road
PO Box 700
Clilion CO 81520
000-000-0000
Collec*ed:
Received:
\rullgurrl,l I ltl,,
yeaf
?,(,O a.m
B p,m
B a"m
Ep,I
o
year
Collecled by: A 1., t \ Eur<water rvpe: t*-ftrgrk.*.
mn
PWS ID
Nama:
Address:
co0 Purpose: flRoutine {ar"o.'
purpose
chtorine residuat: @'[p ,rr. remp , water
Temperature at Receipt:
I Reneat
oc
!-J
Crty i Comments
Description:
Location
6 I L o 1
t-l
TIjST ORDER (Chcck appropriare box):
. CI{EME Alkalinlty, Phenolpathatein
tl Atkatinity, Totat
E Aluminum
[] Antimony
.trI Arsenic
[f, Barium
t] Berytlium
n 80D
[] BOD, Carbonaceous
fl Boron
[J Cadmium
E Calcium (Carbonate)
E Chloride
E Chlorine, Tolal residual
trl Chromium
E Conductivity
tl copper
[3 Corroslvity (Langlier)
Il Cyanide, Distilled
fl Cyanide, Oired
E Cyanide, WAO
Cl Fluoride
[f, Hardness total
trl Heavy Metals
El lron
ISTRY.INORCANICE lcp Scan
E leaa
El Lithium
E Magnesium
El Manganese
[] Mandatory
(Phase I, ll,V)El Merqrry
O Mo[bdenum
E Nictel
E Automated Ammonia
[3 Nitrogen, Kietdaht
E Nitrogen, Total
[J Nitrogen, Nitrate/Nitrite
lfNitrosen,
,h(ruitrogen,
Nitrite
Nitrate
trpH
B Phosphato, Ortho
[f Phosphate, Total
E Potassium
E Sekanium
E Silicon (siticatos)
b si,ver
E Sodium
E Solids, Dissotued
EI Sotids, S
E Alpha/Beta, Gross
ffi,","
tr Solds, Totet
E Sulfate
E Thallium
D Uraniumi zin"
E Other:
CITEMISTRY-OTTGANIC RADIOCHEMISTNY
Phasc 1,2,5
VOC (Regulated)
SOC (Regulsted)
DBP (Regulated)
L{[]rLFo
BfEX
TOC
Other:
Oher:
Olher:
Other:
Olher:
Other:
lf Other:MICROBIOLOGY
rJ Total Co,iforms, PA
E Totel coliforms, MTF
trl Fecal Coliforms, MTF
t] e.Coli., MPN
fl Heterotrophic Plate Count
E Other:
Pseudomonas CulluretrOther
E Other:
tl
o
tr
o
tr
tr
tl
tr
tI
rl
tr
tr
tr
B
o
u
tJ.,m1l
i\,
.If Radium 226
trl Radium 228
[] Radon
trl Thorium
E Uranium
E LeakTest
E Alpha/Beta, Gross
tl Carbon-tn
ll Ni€3
E H"3
CI'D
tr voc
tf Fat + Preservatives ln Meal[] WatsrAcrivity
trl C[her;
)tsPosnt()N
DAI.H / -III\,I:RECI]IVED I]Y L'AIS i ]IME
KbLINQUt5HLU ts)'(-)DA L / I'IME RECEIVED 13Y:lJAl lr / 'llME
RELINQUISHED BY: T,,DATE / TIME RECEIVED IIY:DATE / TIME I
MERT
LARS Interent Address: hnp:l/unrw.cdphe.statc.co.us/lrllrhom.htm Reporl #250Req, Date of Modificatiou:8/3 l,?007
o
o
AppENolx D
PoNo DePrn Vouuve CneRrs
a
0.00 0.0 o0
0.05 152.4 1140.
0.10 2290.6
0.15 461.3 3450.r
0.2c 617 6 4619.6
0.25 775.2 5798.3
0.30 934 0 6986.4
0.35 1 094.1 B184.1
0.40 1255 5 939 1.3
0.45 1418.2 1 0608.(
0.5(1542'l 11834.4
055 17 47 .4 13070.3
0.60 roaa o 143 15.9
0.65 ?oa1 7 15571.'t
0.70 2250.8 1 6836.
0.75 2421.2 18110.6
0.80 2592.1 9394 I
085 2765 I 20688.9
0.90 2940.2 21992 7
0.s5 31 15.8 23306.4
10 3292 I 24629.8
'1.05 3471.4 25963.1
110 3650.6 21306.2
1.15 3831.,28659.2
124 4013.1 30022.1
1.25 4197 2 31 395.1
1.30 4382.1 32777.9
1.35 4568 3 34170.7
1.4C 4755.8
1.45 4944 7 36986.4
150 5134.9 38409.3
1.55 5326.5 39A42 X
160 5519.4 41285.5
'1.6 57',t3 7 42738.7
'l 70 s909.4 44202.
1.75 61064 45675.6
1AO 6304 7 47159.4
145 6504.5 48653.4
190 6705.6 50157.6
195 6908.0 51672.1
2.O0 7111.9 531 96 I
?05 7317.',|54732.0
2.1 7523 7 56277.4
2.15 773',t.1 57833.3
)20 7541.1 59399.5
2.25 8151.9 60976.1
)30 8364.1 62563.'l
2.35 8577.6 641 60.7
2.40 87S2.6 65768.7
2.45 9009.0 67387.2
254 9226.8 69016.2
2.55 9446.C 70655 I
264 9666.6 72306.0
2 cBB8.6 73966.8
2.7 10112 1 75638.2
275 '10336.9 77320.3
2.8C 1 0563 2 79013.0
2.45 10791.0 80716
2.90 11020 1 82430.6
2.95 't1250.7 841 55.
300 1M82.4 85891.2
3.05 11716.87637.7
310 1195',t.2 89395.0
3.15 12187 .6 91163 1
320 12425.4 92942.1
3.25 1 2664.9473? O
3.30 I 2905.5 96532.8
3.35 13147.7 98344.1
340 1 3391.3 100167.2
3.45 1 3636.5 1 02000.9
350 1 3883.1 1 03845.6
O
Pond A Chart Based on Equation
Volume Pond A Volume
Lo
30000
2s000
20000
1 5000
1 0000
5000
0
-5000
--a- Seriesl
-Poly.
(Seriesl)
o
E!o
+ 3038.2x - 0.0952
1
Depth (ft)
Pond A Chart Based on Equation
Volume
o
350 13883.'t 1 03845.(
3.55 14',t31.2 105701.3
360 1 4380.8 1 07568.1
3.65 '14631.8 1 09446.C
370 14884.4 111335.
3.75 151384 I 13235.',|
3.80 'r 5393.r 115146:
1s650.9 1 1 7068.7
3.90 15909.4 119002.4
3.95 1 6169 4 120947.2
400 16430.9 1 22903.3
4.05 16693.9 124870.7
4.14 16958.5 126849.4
4.1 17)24 5 1 28839.3
4.24 17492.1 1 30840.7
4.25 17761 1 1 32853.4
43 1ao3'l.7 134A77.4
4:1 8303.9 136912.9
4.40 18577.5 138959.9
445 1aa52.7 141018.:
4.50 19129.4 I 43088.1
455 19407 .7 145169.5
460 1 9687 5 't47262.5
4.65 1 9968.8 1 49366.9
47r]2025',t.7 1 51 483.0
4.75 2053t 153610 7
480 20822.2 1 55750.
4.85 21109.7 157900.9
490 21398.S 1 60063.5
4.95 21689.1 162237 I
500 21941.8 164423.
5.05 22275.6 166621'1
5't0 22571.O 1 68831.
515 22A6A.O 171052.e
5.2 231 66 €'173285.8
525 23466.7 1 7ss30.8
5.30 23768.4 177747.7
5.35 24071.7 I 80056.5
5.40 24376 6 182337.2
5.45 24683.1 1A4629 F
550 24991.2 1 86934.4
5.55 25300.1 89251 0
560 25612.2 19 1579.6
5.65 1939?0 2
570 26239.7 196272.9
5.75 26555.198637 7
5.80 26873 6 201014.5
585 27193.O 203403.5
5qo 27514.O 205804.7
5.95 27836.6 208218.0
6.00 28'160 g 210643.5a
Pond B Chart Based on Equation
oo0 o 0.0
0.05 1 19.4 893.1
010 239.9 1794.8
0.15 36'1.6 2704.4
o.20 4A4 2 3€,)2 A
o25 608.0 4547.6
0.30 732 I 5441 2
0 858.7 6422.8
0.40 985 6 7372 5
0.45 1113.7 8330.2
050 1)4? A 9296.1
0.55 1373 0 10270 1
06 1504.3 11252.2
065 1636 7 12242.6
0.70 1770.2 13241 'l
0.75 1904.8 14247.9
080 2040 5 15)6? I
045 2177 .3 1 6286.1
0.90 2315.2 173't7 7
oq5 2454.2 18357.6
1.0r 2594.4 19405.9
105 2735 6 2046? 5
1.10 2878.0 21527.5
1.15 302'1.5 ?2600 I
1?n 3166.1 23682.8
1.25 3311 I ?4773 1
130 3458 r 25871.9
1.35 3606.8 26979 2
140 3756.C 28095.1
1.45 3906.3 ?9219 5
150 4057.8 30352.5
'l.55 42',tO 4 31494.1
1.60 4364_2 32644.3
165 451 q 33803.2
1.70 4675.2 34970.8
1.75 4A32 5 36147 0
1.80 4990.9 37332.O
1.85 5'150.5 38525 8
190 531'l 3 39728.3
1.95 5473.2 40939.6
2.OA s636 3 4? 159 i
)05 5800.6 43388.7
2.10 5966 1 446)6 G
)15 6132.8 45873.3
2.20 6300.7 47 129 A
225 646q 48393.5
2.30 6640.0 49667.1
?35 6811 5 50949.7
2.40 6984.1 522412
2.45 7158.C 5354't.8
250 7333 1 5445'1
2.55 7509.4 56170-2
2.60 7686 I 57494 1
2.65 7865.€58835.0
270 8045 6 601 Al i
2.75 P,226 A 61 536 5
2.AA 8409.2 62901.1
2.85 8592.9 64274.7
290 4777 A 65657 7
2.95 8963.9 67050.0
3.00 9151 3 68451 5
30r 9339 I 69862.,
3.10 9529.8 71242.6
315 9?20 72712.2
3.20 9913.3 74151.2
325 101 06.€75599.6
3.30 10301 8 77057 5
3.35 104 98.C 78524.8
340 1 06q5 r 80001 6
3.45 10894.'t 81487.9
350 'l 1094 1 82983 7
Pond Uolume
L()
o
E
6
25000
20000
1 s000
1 0000
5000
0
-5000
-*a- Seriesl
-
Polv. (Seriesl )
x2+2379.2x-0.0905
=1
Depth (ft)
C
o
Pond B Chart Based on Equation
Volume
3.50 11094.1 82C83 7
355 11295 3 84489.1
3.60 11497.9 86004. t
3.65 1 1701 7 87528.7
3i 1 1906.8 89062.9
3.75 12114 2 qo606 a
380 12320.9 92160.4
3.85 12529 I 937?3 6
3.(12740.2 95296.6
3.95 12951 I 9687q d
4.00 13164.7 98471.9
405 13378.9 100074.2
4.10 13594.4 101686 3
n15 1381 '1.3 1 03308.3
4.20 14029.4 104940 '4.25 14?44 I 1 06581.9
4.30 14469.1 1 08233.6
4.35 '14691 S 1 098q5
440 14q15 '111566.7
4.45 1 51 40.1 1 1 3248.3
4.50 1 5366 3 1 14939.8
4 15593.8 116641.4
460 154?? 6 1 14153 I
4F.!16052.8 't20074.8
4.70 16284.3 1? 1A06 ?
475 165't7.2 123548.7
4.80 1675't 4 1 25300 I
485 16987.'l 't27063.1
4.90 17224.O 1?9435 7
4.95 17462.4 '130618.4
500 1770? ,132d114
5.05 17943.1 134214.7
5.10 181856 I 36024
5.15 18429.4 't37852.1
5.20 14674 1 1 39686 d
5.25 14921 1 41 531
5.30 19169.3 '143386
5.35 '19418.6 145251.4
5.40 1 9669 4 1 47 1?7
545 19921.6 149013.6
5.50 20175 2 1509104
555 ?0430 2 152817.7
5.60 20686.6 1 54735 6
565 20,944 n 1 56664.0
5.7Q 21203.6 1 58603 0
575 21464.3 160552.7
5.80 21726.3 16251? 9
5A!21989.8 1 64483.8
590 ?2?54 7 1 66165 r'
5(2252'1.1 168457.7
6.00 22788 0 170440 1 t
a Pond C Chart Based on Equation
Volume
0.0 0.0
71.O 530.7
143 0 1070.0
0.1 216 2 1617.2
0.20 290.4 ?172 2
o.25 )735 3
030 442.4 3306.3
0.35 519.4 3885.3
0.40 ao7 0 4472.4
0.45 671 5067 4
050 758.1 5670 6
839 I 6281.8
060 922.6qo1 2
065 1006.5 7528.7
0.7c 1091.5 8164.4
075 1177.e 8808 2
80 1264.7 9460.3
0.t 1353 0 10120.6
0.90 114) A 10789.2
0.95 1 532 1 1466.0
1.00 1624.5 121s',t.2
105 't717.12A44 6
1'10 181 1 .0 13546
15 1906.0 14256.7
2002.o 14975.
1.2 )o99 2 15702.4
1.30 2191.6 16437 I
135 2297.17181 I
14C 2397.6 '17934.3
t5 ?499 4 18695.
1.50 2602.3 19464.9
155 2706.3 20243.0
'1.6 ?411 5 21029.7
165 2917.8 21425.O
170 3025.3 22629.0
3133.9 23441.
32437 24262.9
1 3354.7 )\o9, I
1.90 3466.8 25931.7
195 3580.1 26779.2
3694.6 27635.
3810.2 28500.6
3927',l 29374.6
4o-45 1 30257.4
))f 4164 3'1149.O
?25 4284.7 i?04q 6
?30 4406.3 32959.1
4529.1 33877.
2.40 4653.1 34805.0
?45 4778.3 35741.5
2.1 4904 7 36686.9
2.55 50,32 37641.4
2.60 5'16'l 38605.0
265 5291.1 i9577 6
274 s422 4 40559.4
5554.9 41550.
5688.6 42550.4
s823 5 43559.7
2.9C 5959.44578.2
2.95 6097.(4s605 I
30c 46642.9
6375.6 47689.
6516 7 487 44.7
3.15 6659 49809 6
320 6802.7 50883.
1)C 6947.5 51 967.5
3.30 7093 53060 6
335 7241.O 541 63
55275.4
3.45 7539.56396 4
350 7690.57527 2
355 7843.3 58667.
7997 0 598 1 7.6
ro
o
E!o
1 8000
1 6000
14000
1 2000
1 0000
8000
6000
4000
2000
0
-2000
Pond C Volume
Depth (ft)
Pond C Chart Based on Equation
Volume
340 7389.7 55?75
345 7539.6 56396.4
3.7690.8 57527.
3.7943 3 58667.7
3.6(7qg7 0 598'17.6
3.65 8152.0 60977.1
370 8308.3 62146.3
375 8465.9 63325.0
3.80 a6?4 I 64513.4
3.85 8785 0 65711 .4
390 8946.4 66919.2
20 9109.2 68136.t
4.00 9273.2 69363.8
405 9438.6 70600 7
4.10 9605.3 7 1847
4.15 q773 3 731 04.0
4.24 oaa2 74370.4
A2A '101 13 75646.6
4 1 0285.1 76932.7
4.35 10458.4 78224.1
4.4 1 0633 0 7S534.6
4.45 10408 c 80850.5
4.50 1 0986.1 82176.3
455 11164.7 a3512 2
460 11344.7 ada5a 1
4.65 1 1525.9 8621 4,
4.7 117086 87580.0
4.71 11A9? 5 88956.0
480 12077.E 90342.2
4.85 12264.5 91 738
4.90 12452.931 45.1
495 12641.9 94561
500 12832.7 q5g8a 7
5.05 13024 A 97425.8
5.10 1a214 a 98873.2
5.15 13413 2 1 00330.9
1 3609 5 101798.9
5.25 1 3807.103277.2
530 14006.1 104765.9
535 't4206.5 1 06265.0
5.4(14408 3 107774.4
5.45 1tF,1',l 109294.3
5.50 148'r 6.1 110A24 7
5.55 15022.1 1 1 2365.5
5.19?9 5 1 139 16.t
5.65 1 5438.:I 1 5478.6
570 1 5648.5 1 17051
5.7t 1 s860 2 1 18634.0
5.80 16073.i 1?0?27 5
585 16287 .7 121431.7
16503 5 123446.5
5.95 16720 I 12507',t .9
6.00 1 6939.1?6708.1
Eser;sl _
-qrEryq,l+ 1410.3x - 0.0881
o
o
Pond D Chart Based on Equation
0.00 0.0 0
0.05 86 646
o1r 173.9 1301.'t
0.15 262.3 196? O
0.20 351 6 ?629
0.25 441 7 3303 q
030 53?3984.9
o 624.7 4672.7
0.40 717.5 5367 2
0.45 811 :I 6064 6
050 q06 6776.7
OI '1001.6 7491.7
0.60 1098 1 a?13 (
065 1 195.t 8942.4
0.7c '1293.9 9678 1
o75 13q3 10420.7
0.1493.4 11 170.3
0.85 1594.5 119?A
09n 1696.6 12690.
0.95 1799.6 13461 1
'1.00 '1903 6 14?34 A
1.05 2008 5 15023 5
1.10 2114 4 15415 4
'1.'15 ???1 I 1F'F,14 A,l?2329.1 17420.6
2437.7 18233.9
2547.4 19054.4
'1.35 2658 0 19AA? 2
144 ?769 7 )o7'17 2
145 2AA2 a 21559.5
1 2995.9 22409.1
1.55 31104 23?66
160 3)26 24130.2
1.65 3342.5 25001.8
'l 70 3460 0 25880.8
:t578 5 26767.3
lao 3698.0 27661.1
1.85 38't8.5 2456? 5
1.90 3940 {)9471
'l.95 4062.:to:ta7 6
2.OC 4186 0 3131 I 5
20s 4310 6 32242.9
2 4Aa6 I 33181.9
?1 4562.6 34128.5
?4690.2 35082.8
2.25 4818 8 36044 1
2.30 A94A A 37014
235 5079 1 37991.
2.5210.8 38976.6
2.45 5343.5 3996C 3
250 5477:40969.9
2.58 5612.1 41974_2
2.6C 5747 I a?991 3
26s 5844
'
IAO1A ?
)6022.8 45050.2
2.75 6161.8 46090 0
2.ao 6301.8 47137 6
2AB AAA2 A 48't93.3
?6585.1 49256.8
2.95 6724.4 50328 ,
3.O0 6872.7 51404
3.05 701a 1 5)495
310 7166 6 53591.3
3 731? 2 54695.0
3.21 7460.8 55806.9
3.25 7610 5 56q26
330 7761 ,54055 1
7913.3 59191.4
3.40 8066 3 60335 C
345 8220.4 61 488.7
1lo 8375.6 62649 7
Pond D Volume
Eo
20000
1 8000
16000
1 4000
1 2000
10000
8000
6000
4000
2000
0
-2000
o
E!o
-+Seri$'l
-Polv.
(Seri6sl)
+ 1722.8x - 0.'1095
Depth (ft)
o
o
Pond D Chart Based on Equation
.1 R5?' n 63819.O
3 NAAq '649S6 6
3 8847.9
3 9007.6
3.75 91684
3.80 9330 9790.4
3.85 94q1 71009.8
3!9657.4 72237.7
I 9822.7
4.00 s98C 2
4.05 10156 75972.2
4 10325.4 7723 1
4.15 10495 3
4.20 10666 79783.5
4.2 10838.4
4.30 1101'l
4.35 11 1N 672.3
44r}1136'1.8 84985 S
4 1 1538.5
4.'l '1716.5 87639.
4 't'1895.6
4 '12075.9
4.65 12257.3
4.74 12441
4.75 1?6)a 94426.1
480 I 2AOA n 95810.O
445 12995.0 97202
4 131a2.4
4.95 13371 0
500 13560.8 101434.7
5.05 't3751.8
5.10 13qru n '104300.s
5 14137.4 I
5 14332.O
5.25 145?7 A ,|)8668.0
s30 14724 11014r.9
5 1 t92a 1 1 't 1625.0
\AN '15122.11 117:
5.45 15323 3 1461E.5
55(I 5525 3 116',t25.1
555 157?A 5 1 17648.9
560 15932.9 '119177 I
5A 16138 5
5.70 16345.4
5.75 16553 6 123820.8
5 1 6763.0 '1253a7 1
5 16973.6
5.90 171855 128547.8
5C '17398.7 1301423
6.00 't7613'l
o
o
Pond E Chart Based on Equation
Volume Pond Uolume
ro
o
E
6
30000
25000
20000
1 5000
10000
5000
0
-5000
-a- Seriesl
-Poly.
(Series'l)
1x2+2678.1x-0.0929
R2= 1
Depth (ft)
0.00 0.0 0.c
005 134.4 1005.c
0.10 269.9 2018.8
0.15 406 5 3040.8
o.20 544.2 4070 I
0.25 683.1 5109.3
0.30 823.1 6156 0
035 964.0 7210_8
0.4(1106 1 827 4.0
0.45 1249.4 9345.5
0.50 1393 8 10425.3
055 1539.2 1 1513.4
0.1685 I 12609.9
0.65 13714 I
0.70 1982.4 14828.2
0.75 2132.4 15950.0
oRc 2283.5 1 7080.3
085 2435.7 18219.4
0.90 2589.1 I 9366.3
0s5 2743.6 20522.1
1.00 2899.3 21686 5
105 3056.1 22859.,
1.'r 3214 0 24041.0
1 .15 3373.2 2523',1.2
1?O 3533.4 26430.0
'1.25 36q4 I 27637.5
1.30 28853.8
4021.2 30078.7
1.40 4186.2 31312.4
145 4352.3 32554.(
1.50 4519.5 33806 2
155 4688.C 35066.3
1 .60 4857.6 36335.2
165 5028.5 37613.0
1.70 5200.5 38899.7
175 5373.7 40 1 95.
18C 5548.1 41499.8
1.8 5723 7 42813.3
190 5900.5 44135.7
1.95 6078 5 45467.2
2.OO 6257.7 46A07.1
205 6438.1 48157.3
2.10 6619 8 49515.9
2.15 6802.6 50883.6
2?O 6986.7 52260.
2.2 71720 53646.4
2.30 5504 1 6
7546.2 56445.9
2.40 7735.i 57859.5
245 7925.4 59282.
2.54 8116.9 60714.4
255 8309.6 62155.7
2.60 8503.5 63606.4
2.65 8698.7 65066.3
8895.1 66535 ?
2.75 c092 I 68014.4
2.80 9291.)69502 5
245 9492.0 7 1 000.
2.4 96C3 4 72507 .A
2.55 9896.74023 5
300 10100.2 75549.4
3.05 10305.5 770A4 I
310 10512.O 78629.
3.15 10719 I 80184.4
320 10929.0 817A8.
3.25 1113q4 83322.1
3.30 '11351.0 84905. i
3.35 '1 1564 0 86498.8
340 11778.3 8810'1.5
345 1 1993.8 89714 0
3.50 12210.7 91336.'l
Pond E Chart Based on Equation
Volume
o
3 550 1242a.9 92968.
.60 12648 4 94609.7
3.65C 1 2869.1 96261.2
3 70C 1309'l.2 97922.5
13314 7 99593.6
3.800 13539.4 't01274.
3.850 13765.4 1 02965.5
3.900 1 3992.E 1 04666.3
3 950 1422',t.5 1 06377.1
4.000 14451.6 108097 8
4 050 14683_0 1 09828.5
4.'100 14915.7 'l '1 1569.2
4.150 15149.7 1 1 331q
4.200 1 5385 1 '1 1s080.7
4 250 15621 .S 116851.
'15860.0 1 1 8632.5
1 6099 4 120423.6
4 40n 16340.2 122224.8
165P,2 4 124036.2
4.500 1 6825.9 1?5457.7
4 550 17070.8 1 27689.5
a 60n 173',17 1 129531 .6
4.650 17564.7 131383.9
4 70C 17813.7 133246.
4 18064 'l 1351 19.3
4.800 18315.8 137002 6
4.850 '18569.0 1 38896.1
4.900 18823.5 140800 1
4 950 1 9079.5 142714.1
5.00[1 9336.8 144639 2
5 050 1 9595.5 146574.
5.100 19855.6 14A520.2
5.1 50 20117 .2 1 50476.4
5.200 20380.1 15?441 1
5.250 20644 4 154420.3
5.300 20910.2 1 56408 I
5 350 21',177.3 1 58406.€
?1445 I 160415.6
5.450 21715.e 162435.2
5 500 219A7 .4 1 64465.5
5.550 22260.1 66506 5
5 600 22534.5 1 68558.2
5.650 ?2A10 2 170620.7
5 700 23087.4 't72693.t
5.750 23366.0 't74177.8
5.800 23646.1 176872.5
5.850 239?7 6 118978.1
5 900 24210.5 181094.5
5.950 24494.9 18322',1.8
6 000 2 4740.7 1 85360.0o
0.0
1
328.4 2456.7
437.1
902
1
8622
1282
1414
0.
1
24
2890.5 21621
3052.7
3217
1
1
1
1
1 51
1 5381
1
6'175.'l 461
4
2.'lo
2.
721
7427
2.
65431
67 124
68830.
2
oPond EX I Chart Based on Equation
Volume Pond ]olume
Bo
o
E
=o
18000
16000
14000
1 2000
10000
8000
6000
4000
2000
0
{-Sedesl
-Poly.
(Seriesl)
+ '1955.8x + 20.927
= 0.9998
0 0.5 I 1.5 2 2.5
Depth (ft)
3 3.5 4 4.s
Pond EXI Chart Based on Equation
Volume
3.r 12559.5 9394s
3.45 12810.0 9581 I
3.50 '13061.1 9t70?
3-55 13314.8 99594
3.60 13569.0 1 01496
3.65 13824.1 10:1406
3.70 14OA1.1 05:126 1
3.75 14338.10t?53
3.80 14597 109'190.
3.I 148,57 111lU.3
3.151 1a 113n46'
3 153E0 115046.2
4 15643.5 117013
405 15907.5 1'18988.1
4.10 16172.4 I 20960 I
4 1fi43A 122958.3
4 '16705 124953.6
4 16972.6 't26955.i
4.30 't7241.1 12A961 ?
4.35 't7510.3 '13u977 1
4.4Q 17780.3 132997
4.45 '1805'1.1 1:4502? ,
4.5 18322.6 '137053
/4F.F 't8594.8 I 39089.
r'An 18867.7 141 130
4.65 19'141.3 143178
4.70 '194'15 4 1 45??7
4.75 19690 I 1 47?R7
4.80 19955,I Ag3A1 n
485 20rt1 '151404.6
490 2o-517 153471.6
495 20794.4 155542.2
5.00 21071.7 157616 I
o
o
o
on uation
o
Deoth (ft)Vohrme /CF)Volume (Gal
000 0.0 00
005 1 59.1 193.8
010 315.0 2356.5
0.15 472 1
0.20 630.6 4717 0
o25 790.7 5914 7
030 952 l 7124.O
1 1 15.€8344 A
040 1280.4 9577.3
o 1446.7 10821 3
0.50 '1 614 6 12076.5
1784.4 13344 f,
060 1954 q 14622.4
0.65 2127.4 15912 G
070 2301 17214.1
0.75 2A76 I 18527.1
080 2653.9 19851 5
0.85 2832.5 21187.3
0.90 30'12 6 2?saa
095 3194.3 23893.1
100 3377.4 25263.1
1.05 3562 I 26644.2
1'3748.2 28036 I
'l 15 3935.e 29440.7
1.24 4125.1 30855 f
125 4315.8 32282.2
1 4s08.0 3371 I €
1.35 4701 7 35168.7
1.40 4896.S 36628 I
1.45 50q3 I 381 00.1
1.50 5291 .8 39s82 s
155 5491 .5 41076.1
1.60 s692 6 42580 I
'l 65 5895.3 44096 6
1.70 6099 4 45623.5
17!6305.0 47161.5
1 6512.1 44710
185 6720.7 50270.6
1.90 6930 7 51841 .6't!7142.2 53423 1
2.OA 7355 '5501 6.8
7569.6 56620 I
2.10 7785 5 58235.8
ROO2 q 59861 7
2.20 8221.7 61 4qA
225 8442.0 63146 2
2.30 8663 7 64804.7
?35 8886.9 66474.2
2.40 9111 5 68154.4
?4:9337.6 69845 4
250 9565 ,t 71547.3
9794.1 73259 (
264 10024 !74983.
2.65 10256 3 76717 .4
2.74 1 0489.74462 3
275 10724.3 80217 8.
2.80 I 0960 d 81 984.
)45 11198.0 83760 I
2.90 11437 i 85548.5
,OE 'l't677.4 87346
300 11q1q 89155.4
304 12162.4 90s74.7
3.10 12407 0 92804.7
3.15 1 2653.1 94645
320 1 2900.r 96496.2
3.24 13149 4 98357.
330 1 3399.7 100229 7
3.35 1365 t ,{1021',t2.2
3.40 1 3904.4 10400s,
345 141 58.9 1 05908.€
Pond lUolume
ro
1 8000
16000
1 4000
1 2000
10000
8000
6000
4000
2000
0
o
E:o
--..- Seriesl
-poty.
(Seriesl)
+ 31 3x2 + 3062x + 5]2
R2=1
0 0.5 I l.s 2 2.5
Depth (ft)
3 3.5 4 4.5
Pond EX2 Chart Based on Equation
Volume
3.50 14414 I 1074?2
355 I 467?1097 46.7
3.6(14930.7 111681 3
365 1 5190.7 1 1 3626.3
3.70 15452.1 'I 15581 6
3.75 15714.9 117547.3
3.80 1 5979 0 11q5233
385 't6244.6 1 21 509.5
3.90 165't 1 5 1 23506.1
3.95 16779.8 125512 9,
4.00 17049 !'127 5rO
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AppeNorx E
Buneeu or REcTAMATIoN pnoeERTy owNERsHtp
lNronN4lroht
o
Reclamation project
Storage project
APPENDTX 3RIFLE GAP RESERVOIR
RESERVOIR FACT SHEET
silt; participati.ng project under the cororado River
Elevation 5921.8 feerEl.evation 5960.O feetElevation 59OB.O feetELevation 5903.0 feet
Authorization: Act of April 11, 1956 (70 stat. 105), authorizing the coloradoRiver Storage project
Project Purposes:
Primary: Water storage, flgod.control, and irrigation.Secondary: Recreation, -and fish/wildlif! enfrancement
Construction Completed: 1962Total Capacity: 13,GO2 acre feetsurface Area: 3S9 acres
Water Dj.strict: Silt water Conservancy Districtcontract No. 14-06_400_3120, dated June 24,1963; amended July 9, 1969.
Location: withi, sections 6, 7, g, 9, and l.g, Township 5 south, Range 92 west,and Sections l, and 12r -Township 5 South, Range 93 West, 6thprincipal Meridian, Garfield count'y, state of colorado
Administering Reclamation Projects office: Grand Junction projects office
Dam Crest Elevation: 597g.0 feet
Reservoir pool El-evations:
Max irnum:
Act ive:Inact ive:
Dead Storage:
United States Decreed water Rights: None
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o Garfield County Assesso r lT reasurer
Parcel Detail Infornration
Assessor/l-rcitsttrer l)ropcrtv Scarch I Assessor Subsct Qu.,r1, I Asscssor Sales Scarch
Clcrk ct Rr:cortler lteccption Search
lhsic lluildins ('h{lnlctcristics |'l'ux Inlirrnrltiorr
I)arc:cl l)clail I Valtre l)ctail I Salcs l)ctail I llesidcntill/C'onllcrcial lrrrproycnrclt Dctail
Larrtl Dctail I Photogruphs
Tax Arca Accoultt Nunrllcr I,;trccl Nunrber 2007 I\{iil
02t R2 I 0670 212707 I 00092 46.431
On'ner Name and l\lailing Adtlress
RIFLE CAP RESERVOIR
UNII'ED S]'AI'I.,S I]UREAU Ot. RECLAMA TION
I)arcel Detail
Assessor's Parcel Dcscription
(Not to be used as a legal description)
Pa,rrc I ol'3
t
SECT,TWN.RNG:7-5-92 DESC: LOT l.
E2NW. NESW NWSE. SEC 8 S2N2N2
2NW, S2S2NENENE,'I'HA]' IYr OF NI]SE
OF SEC 7, N2SW, NWSE. SzNH O[] SEC
II. SEC 9 SWNWNWNW. NWSWNWNW . 5-93
EC I SESE. E2SWS SENWSE,
W2NWS['. W2NENWSF:, ALSO A ]'R IN
SENE SEC TI CONT.3O AC AS DES(' IN
BK 570 PG 918. EXCEPT A TR IN NENIr
SEC 8 CONT.32 AC & A T'R tN TI{E
NWNW SEC 9 (]ONT.03 AC AS DESC IN
I}K 5It4 PG 586. ALSO, A TR C]ONT 5
C AS DIrSC lN IIK 360 PG 594. ALSO
"TR CONT .'17 AC: AS DESC IN I]K I546
PC 469. At,SO. A'rR CON1"26 AC AS
DESC IN I]K I546 PG 466. SEVEIlEDo
http:/Avlr,u'.garcoact.com,iassessor/parcel.asp?AccourrtN urnber-R2 I 06 70 3i4t2008
l'(i:0586 IIK:0570 PG:09 I I IIK:0367
I']G:044t) IIK: I 546 PG:472 RllClPl':642906
IIK: I 546 PC:469 ItF.CPT:642905 IIK: I 546
C:05 80 IIK:0359 PG:0157 BK:0250
PC 466 I{EC'PT:642904 BK:360 PG:504
RECP'l':227012
Parccl I)ctail Page 2 ol'3
o
I
I\4 INERn LS 8028-0 I 0-07-000 BK:05.\4
Location
2007 Property Tax \/aluation Infornration
li:rsic 13uilding Charactcristics
Number of llesiden
Builtlin
Nuntber of Contrn/lnd
Buildi
No Building Ilecords Found
Tax lnformation
No Tax llecords Found
Ph sical Arldress:IFLE
Subdivision:
Land Acres 0
Land Ft:0
Scction Tou'nshi Ila
7 5 92
Actual \/alue Assessed \/alue
Land:
I rrr rrr cn ls:500.t45
Tolal:500.145
Sale Date:
Sale I'rice:
http://g,u,u,.garc:oact.cortr/assessor/parcel.asp?AccOuntNtlmber:R2 I 0670 3/4/2008
I
Parcel Detail Page 3 of3
o Top of Page
Asscssor Database Scarch Options I Treasurer Database Search Options
Clerk & Reqorder Dutabase Search Options
Garlleld C'ourrty Honrc Page
The Carfield County Assessor and Treasurer's Olllces make every effort to collect and maintain
accurate data. However, Cood Turns Solhvare and the Carfield County Assessor and Treasurer's Offices
are unable to rvarrant any ol'the inforrnation herein contained.
Copyright O 2005 - 2008 Cood T'urns Software. All Rights Reserved.
Datahase & Web Design by Good l-urns Software.
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http ://www.garcoact.com/assessor/parce l.asp?A ccountN u mber-R2 I 0670 3/4/2008
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Book 2
Pege 4
0
0
5
5
Reco rl eti !'{aY ?} 1? r' et I | : /^ A ' }l '
Receptlon Nc. l?2268 6has' S' Keeg;'n, iecor:'i er'
Tnt:at Dftrl) tO IrrI.I(l TBUS?EE-Srrthl 5...1.t' lttl.-
--Tt. ltrdl.rd-nobltr,n PU' Co. y'r' koliotn r l'rrrl tll'nt' lt'6 Slolt St'' D6"'' C'lo'
Tuts InorxruRE, )tlaric thie '; Ii i tlny of i.rt:,'
iu lhe year o{ our lrord, ouc thoueantl nine }ruudred anrl i l l, r'
\/ ,1{ rril .r()'.r'ili
wbosc addrera is ;:.'l 1.,,t CouritY of
ard State of Colorodo, imt :t of th€ firlt Pirt, end the Plblic Truct.. in ssid
CouDl.r, pnrt:r of the necond part, WITNESSETH:'I'hat, whercae, thc naid
Verva uclwr:n ha sexecuterl ()tti-'
bearing evrn dete herolith, pa.vable to the ordcr of ,ilit'.1 u
r-o.83i--{
cent pef OI)IlUm
belre€D
I
L irr r" I'i r:.i ,i
i]:rr'f ie I ii
\xlxnafi)&sdi
for the pr i n c i p;i 1su- of rif 4 , uuO
with interest thoreou lrom the date thereof until paid, et
l,1lll., 1',"ifl
Promiscory Note
xtr&)usiadlu !D.r(d6.q,
DoUrr$
5 pcr
tlcpri pa1 p;rv.rble in
Jl 50Ct on j,iarch
*l 500 on I'l:rlch
iutereet grayrble On I"i:rt'clr l-st. oi eirci, ycsr,
Llri: li:1,1o',r.i.rr1; irt:tiir.J.iiiclri,s:1, 19i1 i ri350rl on Iiarch r, 195l;l, Y)5); +-,5O0 on llirrcl) I, ]951*
AND MIERDAS, The reiil Vcr.va lioirr:rr
desirour of securing not ody the prompt psl'ment of sairl Promissory Note but also ol efiectuolly aecur-
iug ard indemnilying the said
Carl 0. l,unr.r1;pen
for or on aecount ol any assigament, etdorsement or guarantce of saiil promissory Note
l{O\Y, TIIEREFORE, The said part y ol the 6rst part, ia consideratiou of the premises, antl for
the purpose aforesaid, and in further considerstion of One Dollar to lrr,'r in hand paid by thc
patty of the gecontl psrt, the receipt shereof is hcreby confeueed, has graated, bargaineil, eolil andl
conveyed, and bereby do c s grant, bargain, sell aud conle]' unto the ssid party of the second pert,
ir tru6t, forever, all the premises siturte in the County of Gi.rrfield ald gtatr
of Colomilo, loown nud ilercribetl aq follows, to-rvit:
. ?he SouLh llalf ol' t,ire Southoast (qu..irtr_,r (Si:,.irt) , Seq. Six (6) ;
tlie ll ortlreast quarirer (lliji) , Lot One (l) , nnti the Lirst llalf of
the Nor:ttrrrest (juartr:r (li]ti'r,,t), Suction Seven (7) ; rhe Liouth
HalI of the llorthwer;t, Quarter (Sililrjd), rhe SouLhwe:jt Quarter
of the llortheasi Qur,rr.r (Si,jf11ii.;1, Sec. Bight (g) ; a1l- in ?p.
5 S., li. 92 U. 6th P. 11. The Sour,heast (Jui.rrter o.f the Southeasr
QuarLr:r (SiilSEi) , Sec. One ( 1) ; the Northeilsl rluiirt,Fri. of the
Northeast Quartr:r (ifE;Ntli) , Sec. Trr.elve ( 12) , T. 5 S. , R. 93 \ir.
. j r'' 1,:,
r i i.,
Book 2r0
Pa{ie * -l l o
,',.i ., i.:
t
i,, l"t:-1,.
,i,i.:t I'rr;
a,) i:,., i;,
'r .. i
il
:ir
' r i::,i-r't'
TU Il,\\.1, AND T0 Ilr.)l,l) 1'llli.!,\1lli.'l'ogrrh*r rirh tll ud siugukr tlrr pritilrges nnd appur-
I6r{trc.s tlersrrltu lrr'}.:rgi11;: IN'fllllS'l', NliYltllTtItil,U-\S,'J'lral iu clse of dtfcult irr the prytucut
oI rai,'l rr,rlc or an.\: of llr,,rt, or ill.\' l,t]t 111,'1,:rrf, or irr lirr: lrn]':r]rIt of tlle int.1rfs1 thrmotl. ac.urdi:tg
lr) lllrt lcrror arrrl eilb,:t 9f seirl Jrqtr: rrr atr.r.r,l tlrr.lr.,rr irr q:ris,t rl,:f:tult slrnll bt ruaalf ill! or in (sse
tlrr: lrrtrfriti{r}'Ittll'crtttrlr:r'or lltc lr:gnl holtltr of tlrc irl'lrrlrt,rltrtrs 's'rtlrrretl itcrehy tnal'tleclare a viola-
t.i,tr *f lrrl- of t1r: cr:rtpaul$ lrcrtilr (ollltilrd ourl clett lrr rtrlr-rl'tistl saitl lrlopelly f{rr snle aud deur&Dd
euch salc, tlrtrr, rrpol {ilipg notit.ul srrr:h elr,:tiurr arrd r}.'ntitttd for sule rrith the said purty oI the
sr*otrrl 11rr.t. \,ho;hall upotr r{.crfil)t of sur;h u,rtien of olrctiotr ltt,l rletttnul fr;r gale canse a coPy of the
sarue lo br: rc!oy(lc(; irr thc 1l,,trrrlrr's office of llre o,,'urrr.r lrr rihieh suid r(:rl tlsltrte is siluated, it shall
a1d m&.\'brl larvlrrl for nuitl p[rty of thc sccolrl part, to scll utt,l ,lisposr ,rl tilr'said prentises (en lrtlrsst or
iu stpurgte parcels ps sairl i,rrlrlic'l'ruslcc nrr.y tlriuli hriiLr. au,i all lhr liHlrt, till* altl iui*trst ol sairi
I)[rl, ]. of tho lirst, plrrt, ,r t,l' irttirs or assigus thrrr:iu. at ptrlrlir: ilrtcljttrl itl th{:
,r r '. , irottt ,l,xlr of tlte (lorrrt!)' Cortrt llrrls| in tle
("1.u,.1.y rrf ; r' .r .: grtl State of C,rloratlo. {,r un $ai(l prttttist}s, ol'fiil}'pa.}t.t}tereof'
u" ,,n!. lro spccilie4 in thc troticr. oI such salr. for tIc higltrsr cn,l l)r'sl pritf lllt sttrtc $'ill bring iu
carl,, fi,,r" r:echs'public uoticc hnving bourt lrreviottsl.r'gitrn of thr tiutt uttrl plnce of sur:lt sale, try
o(lvcrtiselnelt; rtcekl!., in sorue lcrvspu;rer o[ gcucrtl cirr:ulnliuu ut th8t tisro lublishcd iu slirl
l : 1 , , i- 1 , : i r i t),1in1;', u cupy of rshir:h uo t irc shttll l.:e tuailerl rritirirr te u <lays .froru
tp rlute of thr lirst ;lr5licrtiorr tlrereof to suid plrt ;,' ul the lir,st part at the addl'es$ hert'iu giten
Bnd to suc} tr)ersnn or llcrltolls lll)l)s&ring to )iare ucqttir,:<l a sttbsoqueltt rncord interest iu etid real
ilstnlc nt l]re nddress giYeu iu lllc rel:orrltd ilrslrUurcl'lt, rrbere onl.v the couutl'old $tate in giVel aS
lbe udrlress, theil ruc)r urrtice slrnll bc mailerl to the countl' st-'it1. a:rtl to ntake and give to tlte purchs8er
,r ,urr,lraser8 of such lautls, tsrrenrrDts anil pren:ires at su(jh sslr. t rr'rtiiir:ale or i:ertifiestes iD a/riti:tg'
des.:ribing sucb lauds, teurnreute and premises purcltastd, nnrl thc surrl or strllls paid thcrcfor, and
the time irhen t5c purchnscr or ,)ilrch;scrs {or other persotrs entitled tSer*tni slall 5o eatitltd to a
rketl rrr decris i.hercfor, uuloss the sotne sltall [tr: redmnterl as is provitlt"l b]'larv; nud ssid Public
Trustce shnlt, upou dernnnd Lry thc persorr ot'}qrsoua holtlirrg the saitl ccrlil'ttatc or eerlificatc's of pur'
ehase, rrhcn s8id denralld ie Ilraale, o. upon tlemuu,i, b]' tllrt persoll tntitlcrl lo r dr:ed to md for the
Iremises 6olal, st the riulc such tlenrarrtl-is ruade, tlre iirue for redetrtptiou havirtg erpired, mdke snd
erecrrte to such persorr ," pur*,rt a deed or tleeds of the laIdr, lqtlfnr(Dl{i And premi€e8 SOld' rrbie}r
sairl rleetl or deed8 shall be in t.he or(lirrar1. fonn of & (:orrvrl'anrr, arrtl shlll be *igned, sckuo$letlSed
nrrtl dclirrred by the said I'ublic Trustee, os Grsrtor, sud shtrll ':o!v+y aud quit-clBiru lo sueh persou
or l)rrsons eDtitlcd to .u"t .tu",t, n" g.uttaa, the Saitl lruuls, tonturettts aurl Preltrises Solrl As Aforefaid'
BUd sll the riglrt, title, iutr:rr:st, bcnetit ancl equity of redtrnt,,lion oI th0 ptt'l )' of tbe first part,
i.r:r hcirs nrrtl nssigns thcrrliu, srrrl s[nll recitt the suIu oI -slllus for shieh th* said lauds n'ere sold'
lrrd glrall rcfcr to l[e porrer of:,ilr[: ltlrtin ctlutainerl, aud to thc sale or sales ma(le b]' virtue tlrereof; oud
iD orse of lltr rssigtttrtertt of sur:lt ctrtilir:[te or c(rtilicalas of purchagt, Or in e[8e Of lhe re(lelllptiorr Ol
sur,lr lrrrds, l.enetl)cnts antl;lrenriscs st,ld }trtreutttlcr, b.V a subseqru'nt eucurnbratreer' srrch assiguUre[t or
rerlrnrlrti,rr shall also be referrctl lo jlt strr:lt tlr:eil or tleeils: brrt the notir:e. of salq'need rot be tct oUt in
strch rleetl or dccfls, nnr.l tLr: glid Prrblic 'l'rust.tle shall, ottt of tltr: ;tror:eerls or Irolls of such snlt' aft"r
I
o
o
o
a
ir
i:,
Book 2{.Cl
Pare 4?
limt pa.viug ax'l rr'teiuiu€f tll Itcs, rlrargcs aDd eosts o[ nrrkiug srir] salr aur.l u,iverlisirg snid prenrises,
pay to the beleliciar.v itcrtundcr or llle legsl lrolder of srid notc lhc prirr:i1ral utrd iutcrest dur-' o0
sairl note accorditrg lo tbo tenor aud effect tLereof, and all urorre.r.s adr.aucerl lr.r sur:L lrrueliriar.r. or
lcgal holdor of srid note for inrurunce, tares trDd BEflcasnreuts, \vit11 itrtcrest tllcreou at
pcr e€rt per annunr, reurlering the oycrlrlus (if rn.r.) uuto tlre eaid Jrart .. of the first part, : t.
lcgal reprcsentatirer or amignr; rvbich aale or sales, rud mitl tleed or deeds so matlr shall be n perprtual
bar, both in law and equitl aFainrt the raitl part .,' of rhe lirst part, l- lcirs anrl asigrrs,
and al.l other pemons claiming thc pretniser afortsnirl, or ln.r' ptrtt thereof, b1., froru, through or ulder
naid part l'ol th€ [r8t lrtrrt, or an]' of thenr. 'l'be holder or lrrrklcrs oI sairl notl or lrotes mtr.1. purchare
sai(l l)roperty or aDJ'p8rt thereof; rntl ;t sI{ll Dot be obligatory upou the prrrrhasrr or prtrchasers ot
an1' nuch Bale to see to thc rpplicatirrn of the purchaae monel'.
And the soid part ',,of tbe 6r8t p8rt, for i:,,:.,:,: I :' and for .. :. he;rs,
erecutors and admirristratora, coveuant 1j atrd sEreel; to and rvith the said partr of the second pErt,
that nt the l.ime of the ensealing of rud delivery of tlrese preaente :;.rrr i l; rell scizcd oftllc said prctDises irr fcr. rirrrllc, lrrd r .r: goorl riFllt, Irrll lrrrvlr uD,l lil\rful autloritl- to grolrt,
bargain, scll and convcy tbe eantc in manner and fornr as afore.said; herub1' full.v nnrl atgolutell' rvaiving
and releaeing all rights aud claimr:;lrr" ma1'have iu or to ssid premises m a Ilonestead Exrmption,
under ond by virtuc of any act of tbe General Amemblv of the Stare of Colorado, uow exirting, orrvhich muy hereafter be pamed in relation thereto; and that the sane are free aud clear of alI liene and
encumbranees whatever (except ar hereinafter rpecifled),
Altl the aaid part ,' oI the lirsl part sill iu r]ue seasoD pa). 8ll tares and asressments on gaidpremires; aDd, at the request of tbe legal holder of srid rrote rtilr keep alr buildinp thst mey rtBnl' tjne be on said premlses, during the eontinuance of raid iurlebtedu"*, luru..l io'"u'.r, "o-p"oy o"companiee ar the holder of sair.r nore nray, from ti,e to time, direct, for ruch rum or gume as suchcorDpary or companiea wiil iorure ror, Dot to exceed the auouut of Bsid iudebtej;ss, ercept at theoption of mid part v of the first part, and will arsigu and tleliver the policy "; ;;ii"i;" of ineuraneeto tbeteueliciary LJreuader, or tht legal holtler of *i.r ,r"t" as furtrer eccurity for tbe indebt.d.ness rforesaid. And in easc of the rcfusal or ncglect of said part .,
"f u,;0r;;'p;, or either ofthem thut to inturc, or aarign or dclirer the policils of iusrrrauce, or to pal. such taree or ascssment!,then the holder of said lote
.o-r
a9', of theui uay p"ocrre .o"t, insura[ce, or pay such trxes or asretB-nents,{ud- a-ll.moncyr thua paitr, with irtcrest t}rercon at i'ivc prr cent pui o*u., .n"U beconreeo much additiooal indcbtedneer, secured by thie deed of trurt, aud sball be paid out of the procee4r ofthe sale of rbe lauds ud premiree aforesaid, if o"ilirr*".i*._paid ty oaij fari-r'riir,. firBt prrt.r\-\D IT rs srrpuLATED, col,r:NANTiiD aND acnEED, rr,"i'i" ..i.'J i"i";I, ;; eny or saidpalneDts ol principal or irtcreat, according to the teuor.nd eirect or ""iJp""r"i"rl]"r"t. eforc.uid, or any- of them, or .try part thereot] or or a ureal ,r violation oI any of the covenants orsgreeEe!18 herein, by the part y of the ,int p8rt, hcr erccutor8, admitristrators or assigul,then and in that caeo the rhole -of saiil principal r;. h;;;bl' recured, antl the iatelest thereo! to thetime of salc, may at ouce, 8t tbe optio! or tlu t"gut ioij"r-rr"r"or, becoue tlue an6 payabre, an6 theraid prenieer be sold in the uauer antl with tlru-"".o efiect ae if the oaid indebtedne,s hsd matured.Tbie deecl ol trust iB erecuted "na aetirerea uiau ," ,", "t the oenerar Auembly of the gtrte or,colorado, intitled ,Al Act conceming tteedr of truat analiio instrment8 of like puport, and repear.ing all'acts anil pBrts of &cts ia cons;c't ilr*u"litu,; oprooiJ ua"cu 6th, rg94; ana eu or the provirioneor said Act and amendmentr thereto, are r".euy -aae'uppiicaute to tbis deed of trust.- IN WITNESS \T'IID8EOF, The ujd part rrof the'imi part hr S hereuto Bet lrer!*d aod sesl the day and year fimi ,UorJ *;tien.
--'
TYII!r'E88:
....... ISeaIl
Il {:r i;
'5li r,rri *,J
r:i;trilr,$t
ovrenerva i
"{Pi
to
oi ,.Jeftrti. /,i
t i r*.ir, 6. ,Fi r
":ri'j:!:1r
$yd ,['!tf.i] .i!
4lrti,1!1,,i
l:lai;ili:i l, rl'iiir
iL,6(rl{ t'a,lt:!!t!tfl,. !1 I It.
,[illrr }r q,rlrJ
l'(jId,1 lrf) II' ri(l t'd[[;
1ri,!_l tr [i Iryn,il hl.1.r hlllorgrl
,Jr Ji{{,t!ll{hitirttr1tl:rt:il
r)t nll-f rr+]Ati tr,l sI"tlilfu$trirp,lr
lii.{:.!l,l ij'
irii,ilsri lt ,,rlL ili,iil i .l'r:r.;,:il:*r.ul
Iri.(f i ,y1'l4ltir.'
' i'iL1l"
irr:,i'rtf r,if
Ii'+f,dlit;lrl lilItt,ifrlr I1;
.iirl(lorili:il ,tu ly l, I!(lf
l1,.y3crrt i'rt: llLr. 2ili;l-l0
P. l.l.
li{.}cr','r n, ltlc.,r'{led
lt l: ?0
ilur:r. i.
l!ook 3 59
I':.ri:e l. l7
II{ Ilm ur[frlD gr^?m DlsTnxcf, cufio
FOn nili DIfTTRICT Or colon^m
8653
E:'I rrrf .'nI k & e, t
G Unlt&J Stillds l,)istrbt (.urrti 0orrvur,Oulurul.r
JUN 3 J ]964
G, WALI'EH gOWM,qT\,
r:l rllti
fI'.... .*---"*-.* . .. ...,
U]ITIID BT'C&8 qF fl,IERrCA,
Pln"lntiff,
'i'7O.95 ACRA$ 0II LfiXD, rDro o{.
Ioor, 1rt gorflolit &runty,
Colorridot VIIRVA ll0h'lll{r illt Lljll,l
n(,hIil, JOIII D,Cte'Elt; LEAnll IJOl.mll:
Vliln,il A. IlnEPl,,Xll 0. ir. PO'ltl'nJ.,
F. H. lULLYl M. F. luRallt [Dltrl
n. I{!iU,, CAm, O. ,Jrl{D}nfiI,l, $lE
!(lInrAL Lfru] rrsuRA}tcl; cstPffrl o:'
IIIrr', !OB(i RELI,; PIOIIJCf,IOII CRIDIT
nIlUoCIATIotrl ; nlil E+JITARI.I; LIIE
AlliURAHCU [OCIxrI Or nn: Udrnm
frTAfl,rlt }DUInAII{ sfATl$ ffiLrPlmIU
ffm ?l,I-o];lAPlt crot{P,tNI, fml 1116
Y"r;iti);i L.I$ID AI{D CANAL CoItP/rtlI; SLIll
i. r,rl;il OOIItii;nVrd{CI nIrrfRICf, i tuii
DoAITD OF CUJlriY rrr.tllsnm$nn$ or
CIJtrIJll,D COIJI{IY, COICru\fN, n quatl-
rulrlolJrnl e'trTrl,rF.t lnn j A1 1 Urll'xa'*'.t)
i,eraoiifi c"lnhi1'\; ru:y irrLr:reot Irr
tlx-. turrJ{et nrrtter of tl,ln uct,lol
rtrt11 Uirirr,:rvit D,nrrx,
crvrl, no.
pry@
-o-!!
D.qgLiur/'4"Loj-,QL.!l${m
l:;fel"LurLo.
.., /fiIIn C./IIISU e,:mlrrl ott for )tc.rr'1rt..q r:r: t,i.lu _ tlqr;ri J1111r',
1t{.1 , plnlrrtll-f , tl":lt:rlt f,Lutcs qrf "u:r:t'1,:lr Br)ixr{uJ.,f, lr;r lan;1s::ce }4.
lirrrr.;,', i.lrril;r:rl liL;rl.r'r: itt r!:!x::,' 1'ffi tl!: lltrrtrlct .rJ' ff,tlr:1{{lo, rrrrl
:,ii::rrril llillir$1..1 , Jr., ,isfillr!rutt U. !. ,ri;LJrl)oy, 1U$D Llp ctnlr"ieIl:t il:
c,)nd(3u[rLl{M luxl t.},,, *ec}trrnllorr o,f uoi.Lrti fll.ctl irrrotn, aId tt npp,ca^r-
Lir1,; Ll Llrc (ilrrl,, ruxl tirr Courl, so flldlu$!
l.
fl:;ri olt Junr f,fl--1 Jr--/il , tl'r ll:..l['{j'l ''lLttLdn f]'1ur1 }r:rr:L:i 1ts
c.!"ii'IALII! hr c'ryxlerutnllul, !o,5&tltcr L'lLh lLo tlnclarnifi.rn of Lttilfuri;, 1:'
c rirrrctLl:):: ',tltll tl:t ,'''rlotrl,lctlilllr r)Dol'a!k.rtt alxj lrallt!'cnrgtce o{ tlrc EIL!1e
cr[, D:ur li, Iir-ucr.ro1i.; l:t]t Portlcti4tlotJ rrtJcctl Co]QrrJlo Blver Bto|a{p
pv,r.'|nct, )lru:.:Btt 'rf Ilecl'ltlrrtloll, De1)ru:t*tr?n! 'l1' tlre hlerlor, l::v*]vt't;
kurir altuntrtl ln Llrc corrnty of o$rfleld., !t the $latq ,uril Dl6Lrr.c't of
Col.,railor ?ra),{n{1 that a rorlatn e$tate olrl lntoro't$, rpl? partlcttLrr}y
o
o
o
\la\.1 -! . !
o -2-
rGt l6t,h LEn1nrf,L6r, iD .!A tD ccftalh ]tdr, abo rcr. p.rttculrv
rdcrrd to barclnaf,U.r, bt t lcn od.oodmr0.
u.
Ittat, tbe Unltcd. Eletcr lnr fiJ.cd vitb ltr oc4l).ri$ fa ooilmc
atlon a dcclarrtl.on of takklg Gxcsut€d by lru8c J. Brr7, gol1cltc,
Deportoent of tlrc rntertor of thG unlted statcr of lDrlca, by dlr.cctlor
of tlre Becretary of t)u rrrterlor, vho lc tha suttprlty qporr6!.d by llr
to acqu:lro tira la,nde rDa lnterests deecrlbed LD .alll copl"allt aud itacrar-
ctton of ta.l(lng, declarirrg thrrt cqltl estrte 8na tntarcrtr l.u the rcrr lrc-
Irerty td.6n l'9 for tirc uoe of thc Unttcd Stetcr of, lErle..
III.
that aerd docleration of talilng contrlnr, int r .,Ltrt
1. /r staterlert by eald Boltcltorl Doprbeat d tb I.rtcrtaa,
that tlro autb.orlty by vhlch 8a{a lsDda rrc takrD fu undcr ed by vr.rtL
of the authorlty of thc Act of Jurrc LT, 19CE,, and.11 a,ctr rq,{rtorlr
tho:reof or rq)pl@ntar3r theEto (3e etat. 388, lr3 U.B.C., L95B cd., Boo.
V),, et oeq.), tl}s Act of Auguat 1, 1BBB (A, sbat. 357, b u.B.C., 1958 od.,
eec 2ff)y ttr ict of Februrrtr 26, 1931 (M Stet,. l-U21, l.O U.s.C., f,9l8 cil.r
ore:.2)Ba-?!Crc)t tlie Act of /grr{I [, 19$ (?O et-t. ]O5)t rnd tbc Pubtic
llorl-e App::oprlatlon Act, 1!6lr (ft *at. Cl+4).
2. A rt.tffnt that the pubLlc uacr for vlrleh gald ]arrds aro
talan lt Lo con Ectr,cn l,lth tlp conBtructlcr, oDeratr,on ard Delnter:rncc
of thc Rlfh Oep l)sr & Reouvolr, Stlt Partlclpstlrg Pr:oJect, Colorado
Rlver $Lolo6e P:noJcct. Thc eald ]andr aro requlroil for Lrondl.ate u^ge
by thc Bureau of lteclmqtlon, Dcpar:tmrt of tho Interlor.
3. A dacorrgtlon by couruco ard tltgtarctr o! thc lsntb teten
nrf,llclaot for ttE ldcnt!?lcatlsn thorcof, vhlcb 1r rttrobod hereto od
mrkod Elh1blt A, e.Dd by thtr rGfer:lac. lnoorponto{t hooln.
l+. A rtat@rrt, th.t th. eclrtr s.Dal lrrtsnrtr to br eoqufnrl
arc tbo foc s1q)1c t1t1e to ttrr lrrrltr, taD@Etr, b.t.o{r,toatrl vrtc
o
o
.iooi lly
f';,, " ).!9
ilock 359
I r '. I rQ
rlGhtr, {ula e{vpurLcruna€r t}Erounto b.l"ou8tnS, .{na, rxo.ptlDs ad
reiervln8 thorefrrcm, arbJoet to th. fo].lodn6 oolrilltloDr, tb. glt
ard o11 1n oold lando provlilodl tlut thc rl6lrt to gror1,€ct fB .ri
tGDovc tho gar ertd oll ft'<ra t1r larda boreln m:rt ba oxraloltcil x,
a, ncrt to lntorfcro vtth tlto const nctlon, oporeilon srd nslrrt nJro
of ttre prxrloooil Rlflo OaI, Doa & Rosorr.olrl or ilotornJ-nd by tbr S.ect ry
of tho Intorlor, or hls Buthorlzod rayrorcntrtlvo, anA clt tlGtstuy
p:r:cautlouc, o! &$r tra dotertlls{ by tho &errtrSr of t}tc lJdrrt'or, *
hte duly autlprlzoil roprooentrttv.; ectl,rg fo and ou bchalf o! tltc
Unlted Etator, Eust bo tqi(en to 1rr€'Yoilt thc pol1utlmr or of,fogt tha
qua).lty of Ure rlat,er to bc etomd lu cald R!'flo Oqp &ac-rvo1r r'ltthcr
lt 1. to be uood for trrkatlon, l,lrl1e1po.1, or Dfucc]"liDtou! trtrporc6,
aald. tltlo to tle frco aodl ofcar of llrns and snsturbrencoe, for l!@illats
uso by tl:o Dureau of Roclanotlon; Depertaont of th. Intcrtor. 8al.ll
lardo ard vator }l6hto RI-. dell6nrtod as Perccl tio. I tn connoctlon vltlt
tlre ttlflu Oa;) Dat: & Ilsnervolrl fr1lt Portlcliretlng hoJ?ct, Colorallo
Rtver SLorarlc PrrrJoct'
'). r1 pJ'n:r or l:Iot of sald Parccl llo' ] gbovLng tho lan'b
lrerehy tnllenr v}lclt lo attachod hcroto, aar"ked Go Ikh$'tt B, eT e by
tl:1r refcronae lncorinratadl hereln.
(t, i statermnt by aald "9ollcttor t)rat he has cottrmted tllo
Juot coB;reltGnltorl ror t]:c uoo nnd l,errr.flt of, thooc o:rtttlcd tlioroto to
be the stm of $lr6rx)o.0o.
' r''
tlut orr *e ${ary of Jurel )'9611, tlr Unltod Btatta
rlcgnattc6 vltli tlc Cler1'. of t';1s Corat the total run ol $tr6r9OO.OO
oo the estljratr'C. ,ltrgt ccrrq)cnsatlon for tlt€ ulo ard bene'lt of tho'c
Icrtona ontltlorjl tlnreto.
Il*rofore, 1t 16 )rerlby O!DE$:D, lI\ruXOID, and DEC@I
1. Th*t by tho fl}1ng of U\e cdplntlt ln cordeon&tloo 'nd
o
I
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\cck 759
f'::r-:e ii0
l, rt. rldfdar.a, clct ot r.btlnrLd StAt, Dlrtrist Coon tor th.l)i.trlct ol Colondo, do c.rtit, tLl
the lorcSoiaa i.. tu copy ol rooriain l rrromelre..inin! ot lltr
G. \{
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ilooi( J59
Pal;e 196ltbc ilaaLrilttoD of, t.ldng, od by alrpo.tttng tJr tldr CoJrt lor tb. rD
.na beo (lt o! tbore DG..om enttt1rd tlr:rto tbo rtrrorurt! e.n u tb
crtlrt d Jurt ocrgrnrrtt@, tb crteta .'rr lrtorstt lscr.nrDorr &r
crlbcd. t.a .t to th. LrD& b:rcfrboy! td@rA to bco td yorr
thenty t.h.D rd coaild by tbo lrntt d Elrtoe d rbrlor loA tltJ.
vcrtcd tbueln lor thc pub1lc rlroa b.r.rtofoF! rct forth.
e. Tb.t tlt rfaE to .turt oryrrrrtio fc tbr trtdng d
talA csttt, rnil lntrrrt,a t or- rd thcrty rar ;rr.t {l 1a ttrr gcral
entltlad tbceto, sd ttr 6rrt -.z'.ra.ly !rr.+rr.. Jur,!.rAlctlm of thlr
eau.oc to lml lroo..r .d GtG rll noucy o{n to !rt4 {r l.uu
ornerr d rrd pnqr Lstmrtti h rrfi ldr bolbn tbfu Oa.rrtr ui to
aoccrtaLD rd. flr th. yrLr raa tb lrtrr.rdr tdcn tJr rrrn Ld, d
ttp ormtr of oqrnrrtr.o to vttah thr ful- drrra r:c p*rmr lntarrrtrc
tlDraLa ur otltlcll ar r rrlnrlt .( tlllr trtdr[r
ALFRED A. ARRAJ
Ilntt.d Stetcr Dlatrlct JnilgtI
tl
r1:
BOWD{/\N,I By
SDAL
(<-
I t,i.
UXIIIBIT A
Rifle Gdp Dam *rd Reservoir, $i1t
tJa?ne an(l Addr€ss of Purported olrner,:
liook l5t)
i' : ln 161
Project
estioaled Corpensation :
-1.ti
v*rva llcilqn - Irii).1, colorad*
-.
Pirrcel I'lo. l" (Carf ie}l Count:,r, Colora{to) ??0.9S Acres
'[hu Surrllreast Ouarter of tire Soutlreast Ouarten (5[ 1/l 5[ f/t,) of So*tion
i-nr (1); i.nd the llarihe&$t {)u.trter of th{: ilortheir$t fuarter (llg 1y'{ lit.l/tt)
rl'a;*ctirrvr Tu*lve (l?), ?rxu:;liip l'ive (3) S*uth, P'anire tlinety-thrac (1]3)
tlest I arrrJ lr:t I (rll,l l/tl N\' 1./q), the J:a$t liulF nf the ;iorthilest Quart€r
(t, l/? i;',J I/1l), the rlortlre.r.Bl 0uarter (rl[ .]/tti' anrl the fior"thqast l.'lttdl'ler o'ir
tlre lioiltirr:ast qu;rrter (ll!: t,/r.i $[ I/ti) of Scction ttven {7};::t,.1 tie L',o|}ll': ]Ja}f,
o[' llrr: i'k;:'th ]'1a]l (a f /? rl L/2), rhe iouth ilalf of the i'lorth italf ::rl Lh* l{o.ll!
liajl (; Li? i, )./? il 7/?.r, the l'lorth i'talf of ti,{j Southwest r.)uarl'.r {il 1/l 51r l/q)r
tir,-,t[rr"ti]rrirGt /,tu,trtDr'oi the f,outhEast ,Junrtcr (ti]i L/{ SI t/tt) arrrl t)r* liouth
ilalf ol tlr': 1i<:tr! h iinlf aJ- l.he l,lor.tirerst ()ulrtep of the l'lorthd.!t 'lualt(:r of til&
jt()r.th*.Jir .l||.rrtcr {:; }/2 I LII lii' 1.|t, t{1. l/rt NI l/q] of Section Hi$t (ll), and
ti'1i| i(rtlhu{:st l,tuitrter of the;.lorlirueit ilrrirt,lr (}f tire liofthH.tsl {u,:1t'(er'of lh,:'
ll.rrthiln:it i,ruiir'tor (:it? )./tJ iil,t l/rl irl; l./ri l;,.1 l,/il), lnrl thr: iiortlrH,JSr (trn|tcr r.ri
t.lrrr f:4!rtlrur]';t i.irLr!'trr af tlre llort!lwo$t l,\!ritr.tqr'of th. r'1or'tll!.relit ort{rt{,1'(}li'l 1/tl
:,,1 I/q il!, l/ri i:il l,rir) r;l'lrrr:tirrr i{ilic (9r, T(t^.nshi, }'i.ve ('j} iioutir, fi;nq
rlirr,.rty*l *n (9'l ) Il{rlf } :rI1 in th* liixth i'rinr:ipal lleri*i*r, crlrt.*ir|ih.' i,r'rrltr
ilr:r:irl'l:jo!r.irl,;,riir,j i:in*ty-t'!va iiiur,..ir.erlllyl5 {7i't.'r5),rcrcsr, nx}r,' .r'ltrli., toi:4thrif
ritlr ,r Ll .1ill1,1.1(.rr !rtca,: ihnlet rr i't: ltnrrinP or in .:ryuir;,: aulx:rtairririt, dllil ,t ll
H,it.rr' :)rr(! r rt,l! , i1',lrt.; .rl:ptrtcrrJnt tlrereto, ine lrrdini :rrrt n{}t lirrii#,i lrt .L.t-t
i "; r:l' tl,,lt c,,!!rilr r.,:rtr:r' rir{rt. d*lr:rl'1'; rtI J5, :t{15, f(!a ?., r-,f. l::rrrr !-}ir-'
l.,y;l l:'rr'r. uf f il ),: 1r.,.:i,. de.livrrr-{ fhro:rrii thr lliirsrlrJi:, l';rr'lL .!:rl }l.Jrl,
l,lia,:l l!;. ,,r, i;,;,.'irr., :,rii:rily ll1;. .F' !rr.J tl,l1 a:!rtniii u;rtr:r ,'i;,itt r ditl{,1
il.'r{r11,}r'lrr! .}titti, tr;r l.lJ i:l's lr,rnr t;r,i Lrs! iork r'l'FifIn l:rt*k.leliur'ru,1
?lrr'',i.:,rL t.!rr: f ir,::t i,;r!rrrrr:rnerrt ul tlre iiji:t,clrL+r, j,rrric *nd flcttr Ditch .ir. "t I
h:'aini. ;,r'iflr'1t,,, 11',, J;'Ii ,r!d 0.jt .:ls of tli.tt celt.lin r.r.rter rii:ht, <lal ctt
.q;,ri: .'1, iHlti,, I,:,t 1.r.t r:t., lr rrr, tlrt rr,irlrllrr Ior[ .;f ](tIle (in:ek d,llivero,l
t irr..u,'ll tlr,r il.:irri.: lj.it |i: Hr,. ii? lravitrr' Irir1. j1l' liD. f,7 i ,]nd thf lrtlrrlrL\l'l i|1i.,1 i'
Ii 'lrl ,'l !lt.,t. ,-'f't.riil e.rl.'.'r" r'ii'lrt, d;rli:.1 lrjlrr'lritl't ll, l.lil$" fr:r i).il r l.j ll.rll
rlr,. fli.1,rl,: lt,r,l ,'11 flill* (tl,,tl, .ltl,iv,,:r,cd thi'irrr;'tr tl* I-il"il [rlir:r(igrrr){ L)l l!}.]
:;',ir;;.': i.li!-qt, ,i,,, rr? lr.rvirri |:,r,iirr.i1.: in.r. 1L1 i *rrJ l.l: cf!; ,.'F tllrl atiJ't.lirr Hrlai:l'
r.i.'!:l . rl,.il ,rrJ ilir' I'r! lilu,', lt'r ','.') cll rt"rtr tlta t.,lr;'r lirrk ,t1' Qjf le a'rnni\
.jr.li'rr'r",.'l [1rr,,!r{'t] tirr-' i:$r'itr ,r::rl ll.rfLr: llirrit i.]r.. 55 1,,,.vift' llf",ial'-il.Y iilr. )'i; i1ir.l
ti!:rr. i,:rl,ijrr:;,rJ.r!. r,.ii'|11., /!il 1.,i,.r,]ri! qr lrJ,l?, l,rr'-l ,i, all t'trrn Iiiflt t.:lr.rr'\
rt,,iiyi-:,,1 rl;r,...r,.1t lat.'illiii'.,if i,ir(,il ir*. I'il r,,lvirr,, ",ri':t.;t'i ,1r,. lQ;'i atl,-J tl:at
.." ritr rr,ii'rt.Iilrit,:j1L'.,i fl..r'rriit,f) l|, l!,irl:', l..a:1.,. r:(l il ":dls14 ri;il,-'l ltl)r:r
r,,, ;.,,ir,.,. l,ii,ri; iir,. rt/ ,i,.liu,'r.,'.1 t.l,r, i.t: ttr.. :i,r.)!'1. lr:lr.ir i'J.r, ,it/i lravinl'
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l, r i';i i,,,.:i{ I.r{ lir 11 /4 t.t...|
f. 'r? .. r 6tlr t'.'i.
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ir;,, i{lJ .t/{ .iii i /r.
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770..95
13 ., !r:/)/1 Io
Book 36O
Pagt 591+
Rccordod SePt, 21, I!6f
Receptlon Noi 227012
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-DEitD.
'lil\'i ]J, In:I^, li. l"ii^?!li{l' ]|].Jilic!!i, Tmstecr^{orBerly knoun Bs l4ona-ii'
1tr.1r.,,r'i, 'r1"tl5t')!:, at tl:.) Coun?y'of Curflti)"d, end 5ta!c of Coloredo
fcl tlii cr)n:,lLlL,l'l1:1on oI' 'luo llun'^lrccl l'Lfty t# ioiio'i""if"it-t+ii6'*l
iri }trtr,.l 1tri,1r lt,':Lt'by t:tIl. :rtrtl convey 1';o lliu U'{IIiiD STATEJ 0F Al':dllICA'
ir: nrrisuart,r:: of tl). frl)vlilorxi ol tilc ttct of, Junc \7 t Z)O2 (3a stat'
i:.l"jr-"i,,i c.':L$ ilreud;rtory thel'eof ol cupplementrrJ' tilereto, the for-
J.r.rr'rlirr; t'crrl j)I'ot)cr'!y nttiraLc In lrho CounLy of Gorflald arrd the State
r:1 CcJ.oltrclo, Lu-wlt :
ii Lt.i.,(:1, rll Itrtrtj l.tr L]re ljortt}reaEt ,.&Lrter of trhe I'lortlieast.:;,;;;; it,iiiili-.r-r;u"lion "rrelve (12), ro"rnshiT l'1,n:-. (?1,
,;r-rui.)r, litu,rc: ;:IntLy-llu'ce (?l) Uest, lilxtb Itltlcl!'ol l'hrldlrunr
rr,r:'r: i,a]'t icu.Lru'l-)' de!: cI ibc'tl as f clloLf s :
it.l:ilu1lul{ at, t"hc litot.thrasL corner of sald sil*-il''iii; Ll*nce
llot"rLllel-ly alonil LLIe l:krr;t linc of eatA llidiff:}} Slx lIrrdI€A
l;ir,'"y (#c.o) f4et,; thcncc l{orti1 hr" HeEbr,T:Io, ?'^I::ti-liu, tirutrL'r',1 :'ilLr'Ll,'-'.;hl'cc and For'u-benths (933'tt ) fceL Lo
Lirt iiq:'1,i: iinr {)1' ;aiit 1i'i,lllrii; Lhence Iastcrly a}ong sa1c1.
i'lorLil liDe Liix llirrt'1rU I LlixL)' (66C'0) feet, more o:" lcss' to
tirc pollN of Lr:1:i-;ttrint:, containlng flve (''0) ocl'r:s' rtc;rrl or
I.::.,s r tt:rlr:',lrtr ui'uil alj ar,Jurtcnonces Lhcrat'o L:e1onninc ol'
lir rut;''iirr: ,rl\'*"l,nitlln[ ani all watL'r '!nd valer rl'Jtbs
irnl\ttl: L{-i lllrllL'ti'1'5rltc'
iltrll,;l'i'I:,]'j on<l reaerTing lroln caJ"'J eotweyance all coal '&nd mlnerals lrl
t,:.).) ei)()v,'-i.licrlbr:d. fn'nit, togct'hcr vLLh t'he rl1lt to pros3rccl for nntl
:-r)rn.1\,'r' t;rt: 5o,!ne, Ltut ""J"ir:iito le$ervo'l l'lereunicr shlLl-l bc: cxercls(}d
i't r*i:1 ir rx&nt:f;,'as *tli nob ir:t'lrfer* uith tlre conctructl'ot.' ol":er$tion'
crlrl inlllll::Donce of anl: rrorl"s of l;ire r)rorloce'l tltfle Go'l Da;a and lleservoLr
o{' 1:.1,r: ..iiL h'o,tcnt a5: ietnrtlllre'1 b." tlle iieerct&ry of th' Interior or
ll i:,lil.l' ilu t ho:' I 7,e il reirlL'scnlal 1\'c'
r:ri-".'Il!Ti;ll oilil I'e$rrTl.llli ltcrr:frrm a rifht :l w:ty over sald.]'6'nd fol'
Jir" i,*ry'o,rt, oI' i',rt'initr6i LrIltl'lnr:t to i':hc follo{1:rr1 r}escrt}oc11 i:rolerly:
,rlt,r ;tct.rtircait lu.-r!.cr c.l tile il!)l'tJIleast.{lus'rlcr (:;li;i'l:i)
r,l ,t".1i."-'L"i:-Lr": (I::i), 'l'('LntiriT' :'i'v': (i) Sort:'i1' ]iant!i)
i,,.rr,.lt:i-ii..,r,, ('l-r ) 'j",tt, ,ii,:th Plirrc lt)eJ Ii':r ldlen' 'lliil 'ri
i,, lt1.ilc1; Ot'1a!1i1 ir.i sairl;lrill;:i-ii or lkctioa I?, trto::t: l'r'tlliCUI&!',}y
rli.cr:r illcr! 15 i-rJ]J-grvl :
:rr:iililin{l aL ';h: 1tro::Liri:asi cornct of sal'ir' ';iii-N[:;' t]u:nrc
,:*1:illrrl'1-:/ rrltrt:;; tltr iti$t Iillc of salr1 Si'l'IIDi Sf:i'!fur:''i:'crl
,tl,,ii,
-.(frLn.,:) Ic.rt; ih.ncc Ilorth L5' llest, morlr o:' l,:ss'
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81 2$) P.M.
Chae. S. t(ecgan, Bccordcr
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Book 16O
Pe'g,c J)J
ililrc ifirnib:r'ri 1,:rir.ty-thrce cud liour-Lcnttls (rjj.l+) feeL to thei.r:,r"Lir l_i:rr 01'sald tl .;5fUi; tlrrrrcc ilnster.Iy alo,g'salil ].lorth]1:t'., .;i): liul.tr',:C :i:i;;ty (6(10.t)) J'cet, morr. o:. J-ees, to thc
:)i-Lll:. rr{ tr,.ll:inlrlnii, 1:out+i,irrg 1,-1va {r.O) a,rres, t,or" or Less.
1.'hir i;(iL;r.1. ilcrcil/{r of Lh.r r.crnainin;: prnnerty bt:ln6 Tirlrtl,_11y6(,;:'.,,) ft.':rr:s, rxot.e ol' l1:rci
rruri vtrr:'alrL t,ltl{: tc, t!r* lGjnt:.
-;:i .l .'. 1:r l:l.I:-.iTi jlt illl; f ,i% ,ia;, of O*q,^^rt I,r'-Jr.-.--t-
')Lu'.- ('' 'I^*'*J !i''t''t!+, T""r''f,tc
Ir"fi ,,;l,1.,rv"r.tlrr;;E;l&is te"
',.lil,F"' tlli l{)1.,()ru\i(} )
;t{ ::Jl:,j. {-)1, , ,,, , i.ti
?1:q, I'rl'rlt-! [l1f.t ltrr:L]'1lt.l.')rt 1,jilr: lchnovlr-,ur1r:g LrClorc m,: g1tis , u /,'-
., , r 1l . / t r.,t,. li-' rL:n::. .. rl.av.rt }'Icse h, , :r""."'..n, -mfi*r,1y
aa' :i-{I.-.T,--i:t irvc, :'L r' t':.1 rl. t.ci..''ltttier,.; r:i; :re:r.1 i!i,l (!:!'fiulfrl .;(.,11.
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Book 367
Page 580
\
4
Becorded July 20, 1955 at' )'3':55 A' u,
t)
Iieception No. 2l08OB Chas' S' Keegu't' Recorder
DEBD
KNO}I AIJ MDN BY ?IIES PRESEITTS:
That I, JosP}IE. PEPPEfr, of the county of Denver, and Stetc of color&d.or.
for thi consld.ratlon of fhlrty-five Bu.rd'red and, no/Ioo Dollars ($3ro0.o0),
1n haid pa1d, hereby sel-l and convey to the UNI1ED mAf:ES OF Al'lEIlIClr.la
l,ur"uancl of'the provlolons of the Act of Jurc I?, ]902 (32 Stst. 3BB),
and acts arnendatory thereof or supplenentary thereto, the follov-lng
rea-t prolrrty sltuate ln the County of 0arfleLd snd' tlr Stete of Colorado,
to-vlt:
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ltre Northeast Quarter of the Southnest quarte! (NelSr*) of
Scctlon Scv"n (?), Tot'::sh1p f:.ve (5) South, Range Nlnety-tvo
(92) weet, Slxth Prlncipel l.br1d1an, cout4lDlng l'orty (b0.0)
acres, llore or less, together rlth a1l alrpurteoarces thercto
be)-onglng or 1n anJrylse appcrtalnlng and all vatc! a.od uat€r
rlght6 appurteuaut theretol
and varrant tltle to thc senre, A].s<:
A1l coal antl nlnerel rt6lrts tn tbc follorln6 dcscrlbecl lancl
situated. 1n sald County of Garfleld, Statc of Colorado, to-rlt:
The Northvest Quartcr of the Soutbeast Quarter (fdg*) of
Ilectlon seven (J), To'mshlp f'fve (l) South, Rangc Nlnety-t'"ro
(92) i.rest, Stxth Prluclpal ltrl<Ilen, contalning Forty (40'o)
- acrcB, more or legsi
and rarrant tttle to the s8'8.
JIG$ED ATID DELII,ERED 1g15
"
3 {'' A'Y OT ]965.
"(.
EXCmIIING allcl reservlag fronr sald coDveyancc, th. Bas and o11 1n gald
iands, subject to the ioiloulng condltioas:- thet thc rlght to prospcct
for ana reirove the gas and. o11 fron al-l laads t,"rcln rmst be cxerclsed
go as not to lnt.rfer€ ytth the conEtruetlon, oparatlon and. ttrBlntenance
of tlie prcrosed. Rlfle oap Darn snd Beservolr, as deterr:1oea by the secrc-
tary of-thl Interlor, or hls authorlze6 reprcsentatlve; artd all nece.sary
prelautlons, as may be deterclned by the Secretary or thc Intertor, of,
't f" e,rfy auihortzed rtpreoentstive, actlng for aad on behal-f of the
United -St.t.", ntust be telrcn to prevent the pollutlon or effect the
quallty cf thi ,ater to be stc,red 1n gald Rlfle Gap Reservot:'{bether 1t
fs to Le used. for l:rlgatl'on, tmrnlcipal, or mlscellaneous lurposecl ald
that no riglrt 1s rcscrved to Lhe Ctantor to prosPect f,or, or drlll
th:'ough or un&:: tlre dam structure.
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ot lnatrumeut
ES'haoit and offlclal aeel.
Eg)lrcEl
":: ?:P:Ytqil befor= rrc thls:p/ Loy Joseph E. Fepl,er.
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, rt. lllv * '] ' l'-)l
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WARRANTY DE'D
I
GERALD c. BRUIi anrr ELAI\E I. BRUN, husband and wif e,, of carf ieldcounty, colorado, Grantors, herebv convey and warrant to the I\ITEDsrATEs oF AMERTCA, Grantee, acting purslrant io the provisions of theAct of June 17, 1902 (32 Stac. 3gB), and Acts amendatorv tritrreof orsupplementary rhereto, for the sum of One Do11ar (S1.00) and cthervaluable conslderation, th3 folr.ouring descrihed rear propert], in theCounty of Garfield, State of Colorado, to_!rit:
A tract of land situaced in Ehe Southeast Quarter ofthe Norrheast Ouarter (.SilrNFl,) of Spcr ion Hight (c),Tor.rnship Flve (5) South, Range Nincry_two (92) tJcst,of the Sixth princlpal llerldiur,, "o.,ra:-ning Thirrr,_hr.rndredchs (0.30) of an acre an,i being ""r; ;;;;;;r_larly described as follows:
Beginning at a point on the North line of tlr:Sourheast euarter of the liortheast Quarter(Sn1p61; of sajd Sect ion Iiight (g) frorn rnhencethe Northeast corner of said Southeast euarterof the Northeast Ouarter (SEriNEl,, Lrears East,One llundre<i Sixt),_six and iour_tenths (J(.5.&)feet (and considerjng the E,ast l ine of rheNorttreast Quarter of the \orrheasr Quarter(NEkNEli) of said Secrion Eight (s) ;;-;"".North and al1 othcr br,ar jngs relat i.,,e tltLrrr.f (.) ;thence para11e1 to and leu (10.0) fctt )tortlr_west of the center.line of an ex j st i::g <iri,.,c,-.way, the following L:curses ancl cljstances:
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(a) South 45o04t h,es;t, Iight-r.-f cur ant] ir. jvc_tenths (84.5) feer;(b) South 47"54 ' i"'est, One l.lrrndred Ninetva::C Scue:i -tenths ( l9r). 7) f ccr ;(c) South 4g"57 t Llest, Trenc..-l'irre and Seven_tenths (25.7) f eer to thc (,-rantors, propo.t..lirre;
I
thence liorth 2-5"19'28" East along the propertvline, Two Hundred Twent-v-five and Seven_tentlts(225.7) feet Eo rhe Norin line of said SoucheasrQuarter of the Norrheast Ouarter (SEt-NE,r); ;h;;."East, along said North rine, one Hrindred Tr.,entr,-four and Fcur:-tenrh= (t24.4) feet, ;;;;-"r-;;;;,to the point of beginning.
:.'
and reservJ.ng from sald conveyance all gas, oLl,and
the above-descrt bed Land, together ldith the rtght to
derof and temove the samet but any rLghts reserved hereun
lsed ln such a mann er as r.1111 not lncerfere L'i"th t he
, operatlon, and maln tenance of anY works of the Silt
It ls agreed that anY exP loration or exPloitatlon oi suc h
and minerals shall be aPPr oved by the SecretarY of the
or hl.s duly-authorlzed representative'
SubJect to coal' oil,8as 'and mineral rights reserved to or out-
atandtni La thlrd Partles as of the date of this deed; also subject fo
rlghts -of-waY for road s, railroads,tel.ephone 1ines, Eransmisslon
llnest dl.tches, conduiEs,or pipelines on, overt or across said -lands
ln exls tence on surch date.
Thls propertlr ts acquired bv the Water ancl Power Resoltrces Service'
Depar tnent of the Interlor, for c he llniteu States pursuant to Article l-
of tha t certaln Contract for ReIo cation of Land Use for Boundary of Rifle
Gap ReservoLr Area, Sllt ProJect,ConEract No. 1-C7-40-L1684.
TNESS, the hands of said Grantors this /;:*day of^ ',WI1{L.
/, I
STATE OF (' j,,. '-ir'-
couNrY oF ,l+,1r,/t
'. iion the //
GER}"LD G. BRI.I:{
ELAINE I. BRtJi,{
ACKNOWL EDGI'lENT
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day o{1()
sbanbe.fore,.n6.'Gerald G. Brun
ffiinstrumenti-Ti1OTA ty 'ln'-,
iitlf -+o_o-
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'fi:9g-9ff5::"
ar:d Elaine I.Brun, hu
, who duly acknowledgeC to
''-_-t per.sonal-i Y aPPeared
d and wlfe, the signers
me that theY executed
,a
./ .' / r '
Notary Public in and for the
State 0f
County of ';- 1 /
Residing at
I'ly Commission ExPtres:
bcorcl;d
Rrrptlon No.
9gll_gaI!_98m,
Aprtl
tu
19 tl.
the [,:.'ITED STATES. 0F AHERI'3A,
rctl'.'g purcuert to thc provlaJ.one of the Act of Junc 17, 1902 (32 Strt.3E8), and Actr aucndatory thereof or suppleucotty thercto, by thc
offtcer erccutln3 thts Deed, the Grentor hcrcln, ead
GEnfi.D C. BRIru and ELAINE I. BRITN, husbrud and ulfc,
thc Grrntccc hcretn,
of the Couaty af Gerflel,,l, State of Colorado, IS 1t0 lfITtgESS:
In conslder.t,.fir of one Dollar ($1-OO) rad Otlrar Good erd Vrlurblc
Conslderatlon, the rece:tpt of whlch le bereby ackaorlcdged, the Grantor
haa conveyec aod qult clatned, aed by tlrts lastrrroatrt doca convey endqult ckh uato the crantcea, thclr eucr-issors aad eactgae, forevcr, ellof the rlght, tltle aad lnterect of tbc Grantor ln end to thc follovlng
deecribed rerl property slturrtc 1n thc cotmty of Grrfleld. stete ofColorado, torttt
A tract of land eltuetnd in thc Northarst, qoartcr of the North-eaat qu.rter (NEd{Ek) of Scctloa Elghr (8), Torueh,.p plvc (5)
South, Raage l{lnety-trrc (92) }leat, of thc Slrth Prlnclpal
Her1d1ea, containl g Thlrty-tvo Huodredth (0.32) of an !cre,
aad belng Dore prrtlcularly dercrtbcd u folLora:
Beglnqlng et the Soutbardt coEnGr of the llortheaat
Qusrter of tbe Norttrcatt Qurrtar (NEld{lD of reld
Scctloa E1eht (8) (and coaelderlag thc hrt lLnc ofthc Northerst Qur$:er of Chc Northoot Qurrter(t$dlllr) of aald Scctlon ,Uhr (8) to beer North
aarl r11 othcr bcrrln3s rcletlvr thcreto); th:ncc!rc!t, r1oa3 thc South 1r.!. of thp north!..t euert.rof th. I$orthcrat Qorter OUdSt) of nld Scctloa
ElSht (t), 0o. Buoity.6 Sl-rty-rh rnd four-ttatht(166.4) fect; thcrc. peral1rl to rad ?u (10.0)
feat lorttnrcrt of th. catctrltat of an e*tettngdrtvcvry, ttre follordag couttcr end dletracrrr!
(a) ttorth lt'04t krt, Ooc Burdrsd ?hlrty-onr
cad Slx-tcntt* (131.6) fectl(b) ilorth 42'40' lelt, Orr. huadrci Et3ht (!.Ot.O)
feet to thr Iart llm of Bsld S.ct:toa ltjht (t)l
thracc 3t utlrp tlrm; g.ld lut ltnr, Oar f,uodrr{ 8rvrrty-
rro aod ?our-teatht (171,1! f.rtr str or teer. tothr polot o! btai,mlrf. lIlO,
fu,':*g; :;,,, . : x*,sei*i.,*; :;."r"..;Lritd66fur$A≤
TIIIS DEED, Mede ttrfs ltl - day of
bctrrcen
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.i' : 1 ta1 14 u: . ,.....: ". . 1r,l].'r,..jrl?fisr.,.
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A trsct of land 8ltulted ln the Horttr,nert qutrt3r cf tbi Sontb-
veat Quartcr' of the Northweat'Quarter of thc ttorttruect q:'{rtar
(Nlltsl.,kN}t}6Nl&) of Sectlon Nlne (9), Tovnghlp Etve (5) Eouth.
Range lllnety-tuo (92) West' of the Slxth ?rlnclpa1 Hcrldleo,
contalnlng lhree-hundredths (0.03) of an ecre and bcln; lo'e
partlculatly descrlbed as follotrs:
Beglnnlng at the Southeaet corner of the Northvcit
Quarter r,f the Southwegt Quertar of thc Norttreat
Quarter of the Northveat Quertcr (WtlbgLnglct{tft) of
sald Sectlorr Ntne (9) (and conar.derleg thc Wast
ltne of the Norttrsest Qrlrtar of thc llorttgeet
Quarter (t{t{l(Nlltd of sald Sectloa Xluc (9) to beer
North and all other bearlngr rcletl.ve ttrcreto) i
thence Weet along the Batt/West cubdtt'tgloa L{ue,
One Hundred Thtrty (130.0) feet; thcacc North 8l"l5r
East, One Hucdred Thlrty-ont and Flvc-tcothe (131.5)
f eet to the North/South gubdlvllton lina; thcncr
South, along the eubdlvlaton llne, Trrsot] (20.0)
feet, oore or less, to the polnt of t'eginnlng.
Thls corrveyance lc nrade Pursuant to Artlcle 2 of thrt certaln Contl'.:ct
fo: Relocatton of Land Use for Boundary of Rlfle Gqt ncaervoir Arear
s1lr project, Contract No. 1-07-40-L1684, detcd Septeaber 1.5, 1980,
IN I.IIT'!,IESS WHEREOFT the Grantor has exeeutec thtc deed thc day end ycar
f lrst above i,ricten.
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I'IIITED STATES OT
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By:
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Region, I{ater arrd Porrer Resourceg
Servlce
ACKNOWLEDGTTCNT
STATE O}' UTII
coUt{TY OF SIIrr'IrtB
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56.
o RE.T{IRN TO:BURD,AU OF RECLAHATION
UTPER COLORADO REGIONAL OFrICE
T25 S. STATE STREET ROOM 6T07sALt LAKE CITY, UT 84138_llo2
ATTN: VC-426
WARRANTYDEED
JOI HOPE and DAL.E IIOPE, Grantor, of the Town of Riflc, County of Garheld, State of
Colorado, hcrcby scll and convey to the UNIIED STATES OF AMERICA, Grantcc, acring pursuant
to the provisions of the Act of June l'1, l9O2 (32 Stat. 388), thc Colorado River Storage hojcct Act
of April ll, 1956(70stat. 105),theFcdcralWatcrProjectRccrcarionActof Julyg,ig6sliestat.
3j8) jna all i,cts , amcnda-rory rhcrcof or supplemcntary thercto, for thc sum ofL;u/i.,.e-J l'.u. t{u- clul Dollars ($ qsooqz ), the followingdescribccl rcal propcrty
located in rhe Counry of Garficld Srate of Colorado, to-wir:
PARCEL NO. SP-RGRR- I (Fee Titlc)
A parcel of land siLuated jn the North Half of thc Nonhcasl Quarrer (Nl/2 NEI/4) of Secrion
ligt t tsl, Township Fivc (5) south, Range Ninery-two (92) wcst, Sixth principal Mcridian,
carfield counry, colorado and being more panicularry describcd as follows:
Commencing at the Northeast corner of said Section Eight (g), said comer treing a Thrcc and Onc
Hall inch (3 ll2*) BLM brass cap antl considcring the East line of the Northcast euartcr of rhe
Northeast Quarrer (NEli4NEl/4) of said Scction Eight (8) to bear South 00o 16, 24* East and all
other bcarings herein rclative thorctoi
Thence South 60" 46' 47" West a distancc of Onc thousand Onc and Six hundredths ( I,001.06)
feet to the True Poinr of Bcginning;
Thence South 0(f 28' 42" East a distance of One Hundred Eight and Five hundrcdths (108.05)
feet;
Thence South 89o 57' 4?" Easl a distance ofFifty-two and Ninetecn hundredths (52.19) fcct;
Thence South (X)" 28' 42" East a distance of Sixty (60.00) feer, to a point on Rifle Gap Resenoir
Boundary line;
Tlrcnce North 89' 57' 42" Wcst a distancc of One hundred Two and Eighteen hundredths
(102.18) feet along said boundary linc;
Thence North 08 28' 42" west a ctisrance of onc hundred Sixty-eighl and Eighty-three
hundrcdths (168.83) fccr, leaving said boundary Iine;'rhcncc South 89' 04' t 2" East a disrance of Fifry (50.00) fect to rhe poinr of bcginning.
PARCEL NO. SP-RGRR- I (Fce Title) contains Twenty-six hundredrhs (0.26) of an acre more or
less.
Together with thc water well locatcd on the above-<tescribed parcet of land, identificd as
Colorado Well Permit No. MH-24704 and all appunenances thcreto, including any and all warer
rights.
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fi;-i i-i;:oo D o'oo GRRFIELD couxrY co
Togcther with all appurtenances lhercto belonging or in anyrisc appcrtaining to the above
describcd parccl.
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Togerhcr with any coal, oil, gas, and other subsurfacc minerals (including sandand gravcl) owned by
the Gruntor in the atrovedcscribcd Parcel'
And warrant the titlc to all of the abovp'described rcal property'
.Subject to coal, oil, gas, and orhcr subsurface minerals rcscrved to or outstanding in third parties ar
of thc <tate of rhis dead: also, subject to rights-of-way for roads, railroads, telcphone lines,
lransmission lines, ditches, conduits, or pipclines on, ovor, or across said Iands in existonceon such
date,
This rr:al propeny is acquircd by thc Burcau of Reclamation, Department of the lnterior, for the
Unitcd States.
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wITN:ESS the hands of said Crantors this ! Q , oay of , N\ r, n .-Lr-' A.D., 2003,
JOI IIOPE, Granlor
DALE [{OPE, Grantor
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ACKIIOWLEDGMEI\IT
Stue of C"t**f,
County ut G*fty'
On this 116 day of 2003, personally appared beforc meJOI HOPE and DALE HOpE, ro me known to be thc individuals described in and who executedthe within and foregoing instrument, and acknowledged rhar thcy signed thc within and foregoingrnslnrrncDt as thcir free and voluntary act and deed for thc uscs and purposes therein mentioned.
IN WITNESS WI{EREoF, I havc hereunto sct my hand and affixed my official scal theday and year first abovc written.
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(NOTARY SEAL)
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and for rhc C6rryr16'g1;qcJ*( -Tr1e Coof (,o \otqb
Residing ar la'l
My commission c
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RETI:R.}I TO:BI,REAU OF RECLAXATION
UPPSR CO1ORADO REGIONAL O!'FICE
I25 S. STATE STREET, ROOM 6107
saLT LAKE CrrY, uT 84138-1102
ATTN: UC-426
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WARRANTY.DEED
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PARCEL NO. SP-RGRR-2 (Fee Title)
A parcel of land siruated in the Norrh Hall of the Nonheast Qualt€r (N l/2 NEI/4) of sccion
Eight (8), Township Fivc (5) South, Range Ninety-two (92) West' Sixth Principal Meridian'
Garfield county, colorado antl being mJre parricularly dcscribed as follows:
commcncing to the Northeast corner of said scclion Eighr (8), said cornerbeing a Threc and
one Half inch (3 l/2") BLM brass cap and considering ihe East linc of ths Northeast Quarter of
rhe Nonhcast Quartcr (NEl/4NEt/4) of said Section Eighr (8) to bcar South 00o 16' 24" East and
alt other bearings herein relative thereto; r ^:.Thence South 60p 46, 47- wcsr a disrancc of One thousand One and Six hundredths (1,001'06)
feet ro the True Point of Bcginning;
Thence Sourh 89p 04' l2;' dast a istance of Two hundrcd Twenty-one and Fifty-scven
hunclredrhs (?2L.Si) feei to Riflc Gap Rcscrvoir Boundary Comcr No' Six (6)' said cornc! being
a Three and One Half inch (3 ll2") Bllvl brass cap;
Thence Sourh Off I l' 48- Easl a distancc of Onc irundred Sixty'four and Sixty hundredths
(164.60) fcet along thc Riflc cap Rescrvoir Boundary linc to Rifle Gap Rcservoir Boundary
comer No. Five (5), said "o-"ib"ing a Threc an<J Onc Half inch (3 l/2") BLM brass cap;
Thence Nonh gg, sl' iz- wesr a dist-ancc of onc hundrcd sixty-eight and fifty hundredths
(168.50) feet along the Rifle gap Rcservoir Bo-undary linc;
t-hence North 00o Zg' ii' WJsia disrance of Sixty (60.00) fcct' leaving said boundaryline:
'I'hcnce Norrh 89o 57' 4r- West a dislance of Fifiy-rwo and Nin€teen-hundredths (52'19) feet;
Thence North fi)" zB' 4;- West a distance of One Hundred Eight and Five hundredths (108'05)
feet to thc Poinr of bcginning.
Parcel No. SP-RCRR-2 (Fee Title) contains seventy-seven hundredths (0'77) of an acre morc or
less.
Togethcr with all appurrsnanccs rhereto belonging or in aoywise aprrertaining to thc abovc
dcscritred parcel.
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642905 L2/t2/2o$l 03:55P 81546 P470 H nLSDORF2 of 3 R 16.00 O O.OO GnRrlELO cOlrlTY C0
Togcthcr with any coal, oil, gas, and other subsurface minerals (including sturd and gravcl) owned by
the Crantor in the above-dcscribed parcel
And warrant rhe tide ro all of the above-described rcal property.
Subject to coal, oil, gas, and other subsurfacc minerals rcserved to or outstanding in third parties asof the darc of this dced; also, subjcct to rights-of-way for roads, railroads, tclephone lincs,transmission lines, ditches, conduits, or pipclines on, ovcrr or across said lands in existence on suchdat6,
This rcal ProPcrly is acguired by the Bureau of Rectamation, Departmcnt of the lnterior, for thcUnitcd .States.
wrTNEss rhe hands of said Granrors this l/ a^y rr ApRt f- .A,D.,2003,
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VERNON D. HOPEll, Grantor
LESI TF A Grantor
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3 of 3 R 16.00 D O-O0 GRRFIELD COU}iTY Co o
ACKNOryLEDQMENT
stare or (lr*A, ]
counry * hil;nLi
or,r,i3 Ifur\
ss.
day of 2003, personally appcarcd bcfora mc
VERNON D.'HOPE II and A. HOPE,to me known to bc the individuals described in
an<t who executed the within and foregoing instrurncnt, and acknowledged that they signcd tho
within and foregoing instrumcnt as their free
purposes therein msnlioned.
and voluntary act and dced for the uses and
IN WITNESS WIIEREOF,l havc hcrcunto sel my hand and affixed my official seal thc
<Jay and year first above wrilten.
Norarv Public in and for the
surc ot (dPato
Residing ar 10{ ,funatQ,lg,, eL, 'lt *ro/'//ulf ,b \tblt
My commission cxPircs: dlrilO*U oBAENDA L.
FOSTER
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ilETtLlN TO:BUREAU OE RECLqUATION
UPPBR CO1gRADO RE6ISNAL OFFICE
125 S. SrAIE SIRBET, ROOM 6107
SALT LAI(E CrrY, LIT 84138-t102
ATIN: UC-426
TTtrS CONTRACT AND
ffla-rcjn
642906 72/t2/2OO3 o4;O7? 81546 P472 ll iLSOORFI of 7 R 35.00 0 0.00 GARFIELD COU}|TY C0
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Parcel No. SP-RCRR-3 (Easement)
Contract No. 03-tM-40-02200
UNTTED STATES
DEPARTMENT OF TI{E INTERIOR
BUREAU OF RECLAMATION
Silt Project
CONTRACT AND GRANT OFEASEMENT
GRANT OF EASEMENT, madc this lQ m day of
2003, in pursuance of the Act of Junc 17, l9O2(32 Stat. 388),
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thc Colorado River storagc Project Acr of April I l, 1956 O0 star. I05), rhe Fedcral water
Projcct Recrcation Act of July 9, 1965 (79 Stat. 388) and dl Acrs amendatory thercof or
suPPlementary thercto and Acts amendatory thereof or supplementary thcrcto, bctwocn TIIE
UNITED STATES OF AMERICA, hercinaftcr stylcd thc Unitcd States, acting through such
officer as is authorizcd therefor by the Secrctary of the lntcrior, and VERNON D. HOPE, II and
LESI m A. HOPE, hereinaftcr styled Grantee,
WITNESSETH, That for and in consideration of the rnutual agrccmcnts herein contained,
thc parties hereto do covenant and agrec as follows:
l. The United States by this Contract and Grant of Eascment, grants to thc Grantee the
following described interest in real property situated in the County of Carlicld, State of Colorado,
to-wit:
An Thiny (30) foot -wide easemenl for ingrcss and egress over and across an cxisting gravcl
access road, located in the Nonh Half of thc Norlheast Quarter (NI/2NE1/4) of Secrion Eight (8),
Township Five (5) south, Range Ninery'rwo (92) west, sixrh Principal Meridian, carficld
County Colorado and being Fiftccn (15) feet I-eft and Fifteen (15) feet Right of the following
described gravel access road ccntedinc:
Parccl No. SP-RCRR-3 @asement)
Commencing at the Northeast corner of said Section Eight (8), said corner bcing a Threc
and One l{alf inch (3 112") BLM brass cap and considering the East line of thc Northcasr
Quarrer of the Northeast Quarter (NEl/4NEl/4) of said Secrion Eighr (8) ro bcar South 00o
16' 24" East and all other bearings herein relarive thercto;
Thcnce South 24" 20' 44" Wegt a distance of Six hundrcd Fifry-two and Sixty hundrcdths
(652.60) feet to a point in the centerline of Colorado State Highway No. 325, said poinr
being the Poinr of Beginning;
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64290O L2,/L2/29O3 04:0?P B15tlG P473 l'l RLSDOiF
2 ol 7 R 36.00 0 0.00 GARFIELD c0Ut{TY C0 o
Thence North 4lo 44' I I " West a distance of Twenty-seven and Twenty-seven hundrcdths
(27.27) fet;
Thence along the arc of a curve to the l-eft having a Radius of Forty-ninc and Fifty
hundredths (49.50) fcct, kngth of Sixty-four and Sevcnty-one hundrcdths (64.71) feet,
Ccntral Angle of 74" 53' 44" and chord bcaring North 79" I l' 03" Wcst a distance of Sixty
and Twenty hundredths (60.20) fect;
Thcnce South 63o 22' 05* West a distance of Forty-cight and Twcnty-fivc hunclrcdths
(48.25) fccu
Thencc along the arc of a curve to the Right having a Radius of One thousand Scven
hundred Seventy-fivc and Two hundredths (1175.02) feet, Length of One hundred Eighty-
six and Eighty-threc hundrcdths (186.83) fcct, Central Anglc of 06o 0l' 50" and Chord
bearing South 66' 23' 00" Wes( a distancc of One Eighty-six and Scventy-four hundredths
(186.74) feet;
Thcncc South 69e 23' 55" west a distance of One hundrcd Ninc and Ninety-four
hun&cdths (109.94) fcct;
Thcncc along thc arc of a curvc to thc Right having a Radius of Onc hundrcd Forty-five
and Fifty-onc hundrcdths (145.51) fect.I-ength of Sixty-nine andTwenty-six hundrcdths
(69.26) feet, Central Angle of 27" L6' 23" and Chord bearing South 83'02' 07" West a
distancc of Sixty-eight and Sixty-one hundredths (68.61) feet;
Thence North 83" 19' 42" West a distancc of Forty-six and Eighty hundredths (46.80) feei;
Thcnce along rhe arc of a curve to the lrft having a Radius of Four hundred Forty+wo and
Eighty-nine hundredths (442.89) feet, lrngth of One hundred Thirty and Thirty-nine
hun&edths (130.39) feet, Central Angle of 16" 52' 05" and Chord bearing Sou:h 88o 14'
16" West a distancc of Onc hundrcd Twenty-nine and Ninety-two (129.92) fr*t;
Thence South ?9o 48' 13" West a distance of One hundred Twenty-five and Forty-four
hundrcdths ( I 25.44) feet;
Thcnce along the uc of a curvc to thc Right having a Radius of Thre€ hundred Eighty-nine
and Eighty hun&edths (389.80) feet, kngth of One hundred Sixty-three and Twcnty-threc
hundredths (163.23) feet, Central Anglc of 23o 59' 33" and Chord bearing North 88o 12'
01" West a distance of One hundred Sixty-two and Four hundredths (162.04) feet;
Thence Nonh 76o 12' 14" W a distancc of Ninety-onc and zero hundredths (91.00) feet;
Thence along the arc of a curve to the left having a Radius of Two hundred Sixty-six and
Fifiy-scven hundrcdths (266.57) feet, Length of One hundrcd Tcn and Sixty-five
hundredths (l10.65) feet, Central Angle of 23" 46' 59" and Chord bearing North 88o 05'
44" Wcst a distance of One hun&ed lr'ine and Eighty-six hundrcdths (109.86) feet;
Thcnce South 80o 00' 47" West a distance of Thirty-five and Ttirty-nine hundredths
(35.39) feet:
Thencc along thc arc of a curve to the Right having a Radius of One hundred Fifty-six and
Thirty-eighr hundredths (156.38) feel [rngth of Sixty-ninc and Thirty-scven hundredths
(69.371feet, Central Anglc of 25o 24' 57" and Chord bcaring North 87o 16' 44" Wcst a:
distance of Sixty-eight and Eighty hundredths (68.80) fcet;
Thence North 74o 34' 15" West a distance of Twenty-two and Twenty-five hundredths
(22.25) feet:
I
t
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Thcnce along the arc of a curve to the L*ft having a Radius of Onc hundrcd Ten and Fifty-
five hundredths (l10.55) feet,I-ength of Ninety-nine and Eighty<ight hundrcdths (99.88)
fect, Ccntral Angle of 5lo 46' 02" and Chord bearing South 7y 32' 44" W a distance of
Ninety-six and Fifty-two hundredths (96.5?) feet:
Thencc South 53" 39' 43" West a distance of Thirty-two and Thiny-nine hundrcdths
(32.39) fect;
Thence along the arc of a curvc to the Right having a Radius of Five hundred Forty-ninc
and Seventy-two hundrcdths (5a9.72) fcet, Lrngth of One hundred Sevcn and Fifty-ninc
hundrcdths (107.59) feet, Central Anglc of I lo l2' 51", and Chord bearing South 59' l6'
09" West a distance of One hundred Scvcn and Forty-two hundrcdths (107.42) fcct);
Thcnce South 64" 52' 34" West a distance of Fifty-nine and Forty+wo hundrcdths (59.42)
feet;
Thence along the arc of a curve to the Right having a Radius of Forty and Sixty-five
hundredths (40.65) fcct,l-cngrh of Onc hundrcd Threc and Sixtccn hundredths (103.16)
fect, Ccntral Anglc of l45o 24' 14" and Chord bearing North 42o 25' 19" West a distance
of Sevcnty-scvcn and Sixty-two hundrcdths (77.62) fcct;
Thence North 30" l6' 48" E a distance of Scvcnty-onc and Fifty-three hundrcdths (? 1.53)
fcst;
Thence along rhe arc of a curve to the Right having a Radius of Sevcn Hundrcd Twenry-six
and Seventy hundredths (726.70) feet, Lrngth of Forlyone and Fifty-thrce hundrcdths
(41 .53) fcct, Ccntral Angle of 03o 16' 29" and Chord bcaring North 3lo 55' 02" East a
distance of Forty-one and Fifty-thrce hundredths (41.53) feet, to a point on the Rifle Gap
Reservoir Northcdy boundary line, from whence the Northeast corner of said Section Eight
(8) bears South 69" 44' 40" West a distance of One thousand Eigfrt hundred Ninety-five
and Nineteen hundrcdths (1,895.19) feet.
Thc sidc-lincs of said Thirty (30) foot-widc eascment to be extended or shortened to mcet at
anglc points aod to tcrminatc at thc Rifle Gap Rcscrvoir Northedy boundary line.
2. 'I\e Grantec shall purchasc said cascrnent on the terms hercin expressed and shall pay
to the United States as full purchasc pricc thc sum of One thousand Six hundred dollars
($1,600.00). Payment shall be by a cashcr's chcck or moncy order payable to the Unitcd Statcs
Department of the Interior ond due upon cxccution of this Contract and Grant of Eascmcnt by thc
Grantec.
3. The grant provided for herein is subject to thc following rcstrictions:
(a) Ingress and egrcss ONLY for rhe historically cstablished purpose of access to and
from a singlc-family dwclling and for farming and ranching operations.
(b) The grant herein docs not provide the Crantcc with access across that parcel of land
owned by Joi Hope and Dale Hopc.
I tililt ililt ilillr ilil| llllll m ilil ill lllll illl llll
842905 t2/t2/?bo3 s4.o7? 81546 P4?a lt RLSDORF
4 ol 7 R 35.00 O O.OO GARFIELD c0Ul{?Y C0 o
(c) Ingrcss and egress to the Crantcc's parcel ofland shall not be overor across any land
owned by the Unircd States lying outsidc of thc hcrein described eascmcnt.
(d) Thc Crantec shall not cxpand the rights herein granted beyond the historically
established purpose of access to and from a single-family dwclling and for farming and ranching
operations.
(c) The Grantee shall not construct, build or install any sign(s), gates, containers used for
garbagc or rcfusc, mail box(s) and/or any othcr structurc or items within thc hcrcin dcscribcd
easement or on lands owned by the Unitcd Statcs without obtaining written approval, in advance,
from the United States. This approval is not guaranteed; if granted, it would depend on
conditions at the timc of the request.
(f) Thc Crantec shall not park, storc or lcave unattended any vchicles and/orequipment
of any kind on lands owncd by the United States.
(g) The Grantec shall not usc the above described gravel access road in such a manocr as
lo cause damage to, or obstnrction of, structures and lands owned by the Unitcd States, its
officers, agcnts, cmployccs, and assigns or interfere in any way with their daily operation and
maintcnance activitics on the Silt Projrct,
4. Maintenance of the existing gravel access road located within the above describd
eascmcnt:
(a) Thc Crantec shall not rcalign, enlarge or improve the existing gravel acccss road,
including associatcd drainage without obtaining written approval, in advance, from the United
Statcs. This approval is not guaranteed; if granted, it would depend on conditions at the timc of
thc rcqucsa.
(b) Grantcc shall maintain and/or repair, as detcrmined nccessary by the Grantec, that
portion of thc cxisting gravel acccss road not normally maintained by the United States, its
officcrs, agenls, employecs, or assigns.
(c) Any regular maintenancc/rcpair and authorized improvements shall be at the expense
of thc Grantec and said improvcments shall bc vcsted in the United Statcs.
5. This Contract and Grant of Easement is a non-cxclusive eascment, all dghts hcrcunder
shall be held by the Grantee at all times subject to the rights of the United States. Jurisdiction and
supervision of thc Unitcd Statcs over thc conccmcd lands are not surrendercd or subordinatcd by
issuancc of this Contract and Grant of Easement. The Unitcd Statcs reserves thc right to issuc
additional liccnscs, cascmcnts, rights-of-ways, or permits for compatiblc uscs of the lands
involvcd in this Contract and Grant of Eascmenl. Thcrc is also reserved the right of the United
States, its officers, agents, employees, liccnsccs, and permittees, at all timcs and places fteely to
o
o
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642906 72/12/"003 O4t07P 81346 P476 n ALSDORF
5 of 7 R 35.00 D 0.00 GRRFIELO C0UNfY C0o
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have ingress to, passage over, and egrcss from all of said lands for any purpose.
6. In the cvent thc Grantcc violates any term or condition of this Contract and Grant of
Easement or fails to curc or initiate appropriate steps to curs such violations within Thirty (30)
days of recciving written notice by the United States of any such violation, thc United States shall
filc a noticc of termination, terminating the Contract and Grant of Easemcnt upon rccording the
notice of tcrmination in the local counly rc,cordcrs officc.
7. Hold Harmless
(a) Thc United Statcs, ius officers, agents. cmployees, and assigns do not assumc any
liability rcsulting from the granting of this easemenl or the exercise thereof.
(b) Thc Granlee hereby agrecs to indcmnify and trold harmless rhe Unircd Sratcs, irs
crnployecs, agents and assigns from any loss or damage and from any Iiability on account of
personal injury, property damagc, or claims for perronal injury or dcath arising out of thc
Grantee's activities under this Contract and Grant of Eascment.
(c) The Grantee furthcr agrccs that the Unitcd States, its officcrs, agentE, cmployccs, and
assigns, shall not bc held liable for any damage to Crantee's improvemcnts or works by rcason of
the exercisc of thc rights hercin rcscrvcd; nor shalt anyhing contained in this paragraph be
construed as in any manner limiting other reservations in favor of the United Sutcs contained in
this Contract and Grant of Easemcnt.
8. The Grantee hereby rclcases the unied states, its officers, employees, agents, or
assigns, frorn liability for any and all loss or damagc of every description or kind whatsocvcr,
which may rcsult to the Grantcc from the construction, operation, and maintcnance of projcct
Works upon said lands, provided that nothing in this Contract and Grant of Easement strail Ue
9-ol:1ru"9 as.releasing the united States, irs officers, agenrs, cmployees, and assigns, from
liability for thcir own ncgligence.
9. The Grantec shall accept said cascment on the terms and rcstrictions herein cxpressed,
and on execution and delivery of this Contract, and approval by the proper officials of the United
States.
10' This Contract and Grant of Easement shall become effectivc immediatcly on its
execution by the Contracting Officcr acting under lhc authority of the Sccrcury of ihc Intcrior,
and shall inurc to the benefit of and be binding upon thc hcirs, cxccutors, administrators, and
assigns of the Grantcc, and thc assigns of the United Statcs.
I I' The Grantee warants that thc Grantce has not employed any percon ro solicit or secure
this Contract and crant of Easemcnt upon any agreement for a commisiion, p"r."nt g",
brokcrage, or contingcnt fee. Brcach of this warranty shall give the United States the right to
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642906 12/7?/2003 04fi7? 81546 Pl77 il 0LSDoRF
5 of 7 R 36.00 O O.OO GRRFIELD COUNTY C0
APPROVED
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annul the Contract, or in its discretion, to deduct from the mntract price or consideration the
amount of such commission, percentag,c brokerage, or contingent fees. This u/arranty shall not
apply to commissions payable by contractors upon contracts or sates securcd or made through
bona fide established commcrcial or sclling agencies maintained by the Grantor for the purpose
of securing business with others than the United States.
I2. No Member of or Detegate to Congress or Resident Commissioner shall bc admittcd to
any share or pafi of this Contract, or to any benefit that may arise therefrom, but this restriction
shall not bs construed to cxlend to this Contract if madc with a corporation or company for its
general benefit.
13. The terms of this Conrracr and Grant of Easement shall survive the grant provided for
hercin.
IN WITNESS WHEREOF, the partics hcreto have signed their names the day and year
lirst above-written.
THE UNNED STATES OFAMERICA
RlLl c-Ue."*
A.c Rcalty Officr
Rcsourccs Managernent division
Bureau of Reclamation
Upper Colorado Region
D. Hope; II, Grantec
lrslie A. Hope,
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ACKNOWLEDGMENT
srate of Crlo.udo )
countyor &.[ua] tt'
on this 3d a.y or \
IN WITNESS WHEREOF, I have hercunto set my hand and affixed my official scal theday and year I'irst abovc written.
fr 2003, personally appeared beforc mc
+a,to mc known to b€ the individuals
describcd in and who execurcd rhe within and foregoing instrument, and acknowlcdged that they
signed the within and foregoing instrumcnt as their frec and voluntary act and dccd for the uses
and purposes therein mentioned
(NOTARY SEAL)N Pubtic in for the
Statc of Colovad o
Residingat ll Jl G...-J A,^e-
Glc.v'"ooo"l Sf,',T, C- gttOl
?Gffi3E'&
t
o
o
AppeNorx F
Buneau or RecLAMATToN openATrNG AoneeueNr
lNroaueloN
Wrn Coloneoo Srane paRxs
o
o APPLICATION FOR
FEDERAL ASSISTANCE
OMB Approval No. 0348-0043
Stlndr/d Fotm 424 (8EV 4-88)
Prcscribed by OMB Circula, A-l02
o
o
2. DATE SUsMITTED Applicsnt ldentili!r
3. OATE RECEIVEO 8Y STATE Slare Applicstion ldenrif rer
X
Appticarion
Construction
Non.Constructiorl
Prcapplication
Construclion
Non- Cons I ruct io n
T.TYPE OF SUEMISSION:
4. DATE RECEIVED BY FEDERAL AGENCY Foderal ldcntilier
4-FC-40-161805. APPLICATION INFORMATION
Legal Name:
State oI Colorado Department of Natural Resources
Division of Parks and Outdoor Recreation
Organizat;onal Unii
1313 Sherman Street, Room 6.1 B
Denver CO 80203
Address (g;ve ci ty, county, staie, snd rip code):
involving this application (givo area code)
Mr. Kurt Mill
(303) 434-6862
Name and telephone number ol the person to be contscted on matters
A
6. EMPI.OYER IDENTIFICATION NUMBEB IEIN};
x
A. Stat€
B. County
C. Municipal
D. Township
E. lntcrstrto
F. lntormunicipll
G. Spocial Oirtricr
H. lndependent School Dist.
L State Controlled lnstitution of Highcr LearningJ. Privrto University
K. lndian Tribe
L. lndividuel
M. Protir Or0.nirNtion
7. TY?E OF APPLICANT:(enter appropriate lener in boxl
N. Other (Specity)
A, lncrosso Award B. Oec..esc Award
D. Decreasc Duration Othcr (spcciryr:
C. lncrocsc Duration
E fI
ll Revision,ontcr lppropriato lcnor{s) in box(es):
8. TYPE OF APPLICATION
9. NAME OF TEDERAL AGE'VCY
Buroau of Reclamstion
1 5 B I10. cA TALOG OF FEDERAL OOMESTIC
NUMBERASSISTANCE
Tilla:
12. ABEAS,AFFECTED BY PBOJECT (citics. counlios, states, ctc.):
State of Colorado
Cooperative Agreement for planning. Design. and Rehabilitation
of the Recreational Facilities at Five Western Colorado
Reservoirs: Crawford, Vega, Navajo, Rifle Gap, and paonia
1 I. DESCRIPTIVE NTLE OT APPLICANT'S PEOJECT:
13. PROPOSED PROJECT:14. CONGRESSIONAL DISTRICTS OF:
Stan Oate
See Form 7-2277
Ending Dato
9/30/2006
a. Applicant
o1
b,Projea
15. ESTIMATED FUNOING
a. Fed.rsl 15,OO0,OOO.OO
b. Appticam 15,000.000.00
c. Stltr
d. Local
s. Orhcr
A. YES, THIS PREAPPLICATION/APPLICATION WAS MAOE AVAILABLE TO THE STATE EXECUTIVEOROER T2372 PROCESSFOR REVIEW
PROGRAM IS NOT COVEREO 8Y E.O. 12372
OB PROGRAM HAS NOT EEEN SELECTED 8Y STATE FOF REVIEW
16. IS APPLICATION SU&'ECT TO BEVIEW BY STATE EXECUT]VE ORDER I2372 ESS?
DATE
b. No.
l. Program lncomo
e. TOTAL 30,ooo,ooo.oo xYss ll 'Yos,' sttrch rn orplanelion.No
17. IS THE APPLICANT DELINOUE'IJT OI'I AI{Y FEDERAL DEBT?
ta.TO BESTTHE MYOF OWLEDGl(N ANDE A DALt_BELIEF,AT THISIH AAPPLIC TIONTION/PREAPPUCA TBUEARE COABECTAND OOCUMEIIITTHEHADULEEENIYAUTHOEIZEDTHE8YGOVERNINGOFBODYTHEAPPLICANTTHEANDAPPLICAT{T wlLL PLcoM wlT'{Y ATT HEDACTHEsASIFURANCESASSTSTHEETANClsAWARDED.
Laurie Mathews
a. Typad Name of Authori:ed Reprcscntative b. Tirla c. Talophona nurnbe,
d. Signature of Regresentetive
o
r. Dsta Sign.d
e/v /,,
Previous Editions Not Us6ble
</la 15:
fnA
,r'.2.:.7 id,a)
r'.;;i6d ('1' Reclamatlon
I. A6RITHE?.IT NO
4- FC -40 - i6180
IJNIlT.D 5TATT5
CEPARIITNT Of TI]t ]NTTRIOR
RIF.IAU OF R€CLAI,'IUi
astisiilcr AGxiIMENT
30. 2006
o
o
4. ISSUIO 8Y
Bureau of Reclamation
Uooer Colorado Region
i25 Soutrr State Street, Room 6107
salr Lake city uT 84138-1102
5- RICIPIENI
cnlorado Deoartment of Natural Resources
divisron of'Parks and Outdoor Recreation
igtg Snerman Street. Room 6i8
Denver C0 80203
3 RIQUISIIiON NUI1BIR
AND PHONT NO Oi RICIPItNl'S PROJICT MANACIiR
c00t uc-823
5- NAY,I, ADORESS AND PHONE N. . OI:ASSISIANCT REPRISINTAI I Vt 7. NAYT. ADORTSS
Mr. 0ave Mutz
Bureau of Reclamation
Grand Junction Projects 0ffice
2764 Comoass Drive
Crand Juhction C0 81506-8748
Mr. Kurt Mill
Co'lorado St.ate Parks
l.lest Region 0ffjce
361 32 Road
Cl 1 fton C0 81520
(3Ca) 434-6862(303) 248-0655
6, PRffiRI}4 STATUTORY AUTHORITY
Pub lic Law 102-575
10. ITFTCTIVE DATE
See Block 16
I?. TOTAL AI{UNT
OI IGREIHTNT
AI4OUNT OF FUNOS
OBL IGATTD
1c Acceptance of thi
terms and conditi
!. CLASS OF RECIPITXT
State Government
11. CS4PLETION OATT
t 30,000,000 (50i50 cost
sha re )
r 300.000
255F
s Assistance Agreement in accordance tith th€
oni-iontaineO herein is made on b.half of th€
Aroerica- Eureau of Reclamatloo,
i3. ACC0tf'lTIl6 A}lD
3X1 1601 0002
APPROPRIATION DATA
0100000 4A00000
i4. PROJECT TITLT
Coooerative Agreement for Planning
Frvb Western eolorado Reservoirs:
Desiqn, and Rehabi'litation of the Recreational Facilities at
Ciiwt6iO,-VigJ. Navajo. Rifle Gap, and Paonia
s Assistance Agreenent ln accordance fith the
ons-iontaineo herein is mace on behalf of
t6 Acceptance of thl
terfis and conditi
United States of
State of orado
NAI.IT OF RECIPITNT
/\
t-.?----*-.,<-,'u:;;2-"--8 ./
OATT
BY
EY DATE
S
S iGNATURT
Laurie Mathews
IYPED NA}4i
TITLI D'irector
Tel
RICHAHD J. LOW
TYPED NAffi
TITLI Grants and ratj ve Off i cer
No. (30 c
? TYPI ()F AGRITHINT
I--l G.rnt
x Cooperati vs Agreerent
Attach additional signatures
866- 3203 Tel No (80i) 52a'o
OM! Agprovrd Xo. 03tt{O.l
o ASSURANCES - CONSTRUCTION PROGRAMS
Note: Certain of these assurances may not be applicable_to-your project or program, If you have questions.please contact the Awarding. Age.ncy. Further, certain feae.af ".rirtor,.J ";;;Ji;g agencies may requireapplicants to certify to addiiional assurances. If such is the case, you will U".notin"?. "
As the duly authorized representative ofthe a pplicant I certify that the applicant:
o
l. Has the legal authority to apply tor Federal
assistance, and the institutionai,- manageriat and
Iinancial capability (including funds sr.rlTicient topay the non-Federal share of project costs) toensure proper planning, management andcompletion of the projeit described in this
application.
2. Will give the awarding agency, the Comptroller
General of the United States, ind if apprbpriate,
the State, through any authorized ,ep.eieniatire,
access to and the right to examine all records,books, pspers, or documents related to the
assistance; and will establish a proper accounting
system in accordance with generally acceptei
accounting standards or agency directives.
3. Will not dispose of, modify the use of, or changethe terms of the real property title, or othlrinterest in the site and faiilities without
permission and instructions from the awarding
agency. Will record the Federal interest in thItitle of real property in accordance with awarding
agency directives and will include a covenant iithe title of real property acquired in whole or inpart with Federal assistance funds to assurenondiscrimination during the useful life of theproject.
4. Will comply with the requirements of thcassistance awarding agency with regard to thedrafting, review and approval of cJnstruction
plans and specilications.
5. rff-ill provide and oaintain competent andadequate engineering supervision at theconstnrction site to eturure that thc complete work
conforms with thc approved plaru and'specifica-tions and rrill furnish progress reports and suchother information as may be required by theassistance awarding agency or State.
6. Will initiate and complete the work within theapplicable time frame after receipt of approval of
the awarding agency.
7, Will establish safeguards to prohibit employeesfrom.using their positions fbr a purpose thatconstitutes or presents the appearance ofpersonalor organizational conJlict of interest, or personalgain.
8. Will comply with the Intergovern mental
Personnel Act of t97O A2 U S.C.-0! 4729-4i631
relating to prescribed standards for merit systemsfor programs funded under one of the nineteen
statutes or regulations specified in Appendix A o[
OPM's Standards for a Merit System oi personnel
Administration (5 C.F.R. 900, Subparr F).
9. Will comply with the Lead-Based paint poisoning
Prevention Act (42 U.S.C. $C {801 er seq.) whicf,prohibits the use of lead based oaint inconstruction or rehabilitation of rLsidence
structureg.
10. Will g.omply with all Federal statues relating tonon-discrimination. These inctude but are notlimited to: (a) Titlc VI of the Civil Richts Act of
1964 (p.L. gg.3s2) which prohibits disciiminarion
on the basis of race, coloi or national origin; (b)
Title tX of the Education Amendments of igZ'2, a,
amended (20 U.S.C. g! 168l-16g3, and l6'85-
1686) which prohibits discrimination on the basis
of sex: (c) Section 504 of thc Rehabilitation Act of
19?3, as amended (29 U.S.C. 0 ?94) which prohibit
discrimination of the bagis of handicaps; (d) theAgr Discrimination Act of l9?5, ss arinended (42
U.S.C. $C 6l0l-6r0?) which prohibirs discrimi-
nation on the basis of agc; (tt ttre Drug Abuse
Oflice and Treatment Acf of tnz e.L.93I25S), as
amended, relating io non-discrimination on thebasis of drug abusc; (O the ComprehensiveAlcohol Abuse and Alcoholism pievention,
Treatment and Rehabilitation Act of l9?O (p.L.
9l-616), as aroended, relating to nondiscrimi-
nation on the basis of alcohol abuse or alcoholism;(S) 9C 523 and S27 of the public Health ScrviceAct of l9l2 (42 U.S.C. 290 dd-3 and 290 ee-3), as
amended, relating Lo confrdentiality of alcohol and
drug abuse patient records: (h) Tltle VIII of the
Civil Right! Act of 1968 (42 U.S.C. E 360l et seq.),
as amended, relating to non-discrimination in the
sate, rental or financing of housing; (i) any othernon-discrimination provisions in the specificstatute(s) under which application for Federal
assistance is being made, and (i) the requirements
on any other nondiscrimin8tion Statute(s) which
may apply to the application.
o Standard Fot6 1240 r{.60}
PtaSnbad by OMB Cfculrr A.r02
Authorlzed lor Local Reproductlon
12
ll
13.
14.
l5
Will comolv. or has already complied, with the
."orrir"menrs of Titles lI and III of lhe Uniform
R-jocation Assistance and Real Property
a.q"i.ition Policies Act of 1970 (P'L' 9l'646)
which provides for fair and equitable treatment
of perlons displaced or whose property is
,.oli.ed as a result of Federal and federally
assisted prosTams' These requirements apply to
all interests-in real Prop€rty acquired for project
purposes regardless' of Federal participation in
purchases.
V/ill comply with the provisions of the Hatch Act
(5 U.S.C: 05 tsot-tsb8 and ?324-7328) which
ii-it thu political activities of employees whose
principal Lmployment activities are funded in
whole or in part wit} Federal funds.
Will comply, as applicable, 1rlh -tf"-p-t-ovisions of
the Davii-Bacott Act (40 U.S.C. !0 276a Lo216a'
Zi. the Copeland Act (40 U.S.C. C 276c and 18
U.S.C. S gZlt, the Contract ri/ork Hours and
Safety Standards Act (40 U'S. !! 327-333)
i.g"rii"g labor standar& for federally assistzd
construction subagree ments-
Will cocoplv with the flood insurance purchase
."ouii.*'eits of Section 102(a) of the Flood
Disast€r Protection Act of 1973 (P'L. 93-234)
which requires recipients in a special flood
hazard area to participate in the program and to
ourchase flood'insurance if thc total cost of
insurable construction and acquisition is t10,000
or more.
Will comply with environmental standards
which may'be prescribed pursuant to the
following: (a) institution of environmental
quality c-ontrol measures under the National
Environmental Policv Act of 1969 (P'L' 9l'190)
and Executive OrderiEO) 1151{; (b) notification
of violating facilities Pursuant to EO ll?38: (c)
protection -of wetlands pursuant to-EO. I I990; (d)
evaluation of flood hazards in floodplains ln
accordance with EO 11988; (e) assurance of
project consistency with the approved State
*"nagetnent program developed under the
Coastall Zone Management Act of 19?2 ( 16 U.S.C
$0 145I et seq.): (0 conformity of Federal actions
to State (Clean Air) ImplemenLation Plans under
Section 1?6(c) of the Clean Air Act of 1955, as
amended (42 U.S.C. ! ?401 et seq.); (g) protection
of underground sourceg of drinking water under
the Safi Drinking \Alater Act of 1974, as
amended, (P.L. 93-523); and (h) protection of
endangered species under the Endang,ered
SpecieJAct of l9?3, as amended, (P'L. 93'205)"
16. \{ill comply with the lffild and Scenic Rivers Act
of 1968 (16 U.S.C. EC 12?l et seq.) related to
protecting components or potential compone nts
of the national wild and scenic rivers system.
17. Y/ill assist the awarding agency in assuring
compliance with Section 106 of the National
Historic Preservation Act of 1966, as amended
(16 U.S.C. 4?O), EO 11593 (identification and
oreservation of historic properties), and the
Lchaeological and Historic Preservation Act of
19?4 (r6 U.S.C. 469a'l et s€q.).
18. \{ill cause to be perforoed the required financial
and compliance
-audits in accordance with the
Single Audit Act of l9&{'
19. Will comply with all applicqble requirements of
all othei Federal laws, Executive Orders,
regulations and policies governing this prograrn'
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DlRECTOR
NTLE5IGNATUR€ OF AUT}TOftZEO CERTIFYING OFFICIAL
OA'T SUSMITTCD
q1,q
j
APPLICAilT ORGANIZAflON
COLORAOO STATE PARKS
SF l24O t{.dat, 3aLr
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T'NITED STATES
DEPARI}IE T OP rEE I}TTERTOR
BUREAU OP RECX,.N,MAAIOX
COOPERATIVE AGREEXENT NO. 4-FC-40-16180arm'rEx rHr uNtreo srRrrs or exEntcRano filE..s-Tate or cgt,gnaoo rffiesrc* ANpnrHeerI,rrarroN or rnr REcREATToNA!-FEEffiar rlvg wEsrrRx cor,oRApo REsenVoiRsl-enewr,ono, vrce. NevR.ro. ntFr,r cep eNE-Eoxre
?able of Contents
Artlcle No.Tit l.e
Explanatory Remarka and ObJectlveg.....General Def lni.tlona.. ...
Paqe No.
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Reeulte or Beneflte ExpectedTerm of Agreement...
Deeign and Rehabilltatlon Tearn......Recl amat lon Reepons ibillt ieBState Responeibilitiee.
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Progran Coordlnator ReeponeibilitTeao Leader Reeponslbllltiee.....Deeign and Rehab. Tearr Responelbil{utual Reaponslbilltiee. . .: . . . . . .
lee. . .
litiee
Expendlturea. . .Avallablllty of Fu
Payments
Cost Control.......Priortty of Rehabllltatlon
and Eguipment..of Land or Sirntlar fnterests..ion of Recorde
Reaolv j.ng
Hodlflcati
Terminatio
Dieagreeroenta.
ons of Agreement
Notice6.
Liabllity of ContractorsSoaIl Buginesa Concerns.
Heetings
Property
Addi.tion
Examinat
n..
Riek an
Use ofOfflcla
office
SpeciaJ.
General
d Danagea.
the Hetrtc SyBteh - (Har 1993)..Ig or Employees Not to Senefit..of Manageroent and Budget.Provigione, (State). :....
Signatures
o 1
coop€rative Agreement No' 4-FC-4O-16180
I,XITED sIAIES
DEPART}TE}XT OT TEE INTERIOR
BT'REAU OT RECf,.AXA:TION
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EXPI,AHATORY REMARKS A}{D OBJECTIVES t
n-r" n
rHrs coopERArrvE AGFEEl,rNr, m.de this 7-'t'. d.I :lJ4€. l:to, bv and
betweenTHEUNITEDSTATESoTA}{ERICA,acting-throughtheBurea!ot
Reclamation, Depa-rt^.ti-"f f nterioi,' herej'nifter referred to ie'Reclarnation"
and the STATE on ioLoReDo, acting by and tlI"Ygl the Department of NaturaL
ReEources , fot tr,e-uee ana b"n"fit of trre Dlvlsion of Parks and outdoor
Recreation and the Board of Parks and outdoor Recreation' hereinafter referred
to aa the.stat..'; -prrr"ant to the etatutory authortty and discretlon of
Reclamationandthestate,thisAgreementlgmadeinaccordancewlththeAct
of June 1?, lgo2, (32 stat. 388r ana arnendatory Acta collective}y referred to
ae Federal Reclarnaiion Lawai the Act of July 3' 1952 (66 Stat:-1211'
authorizing the c"iiUi"n ProJect;
--if,. act 3f Aprll 11, 1956 (70 stat' 110) '
authorizing the colorado Rivir storale Frolect -and-partlcipattng Project.; the
Federal rlater rtoj".t Recreatlon Act-of Juiy.9' 1995 (?9 stat'-21:)r as
amended ocrober 30, 1992 (105 stat. 4690-46t3), the cororado Revieed
srarurea, sectionB :i-ro-iol to 33-1s-112 (c.i.s. 1984 and 1993 eupprement),
;;-;;t ue a*"na"il ""a-."tee and regrulation8 of the state to the extent
coneietent therewith.
t{IntESsElE !
wEERE:trs, Reclamatlon hag conatructed Navajo Daro and Reeervoir, ae a unit
of the colorado ni""r-it"rage proJect, lnl crawford, Paoniar_ and Rlfle Gap
Dame and Reservolre ae reati."" oi-piiticlpating proSecte of the-cororado
River Storage project. and theee reiervoire are oPerated primarily for v'ater
"toi"g", fl5oci .oittoi, and lrrigation PurPosesi and'
WEEREAS,SectionEoftheCo}oradoRiverstorageProjectAct(Actof
Apri' 11, 19SG, ch. 203, 70 Stat. iiO), providee.auihorlty to ttre Secretary of
the lnterior to: p).an, construct, "p"iitL and malntain publlc recreationa]
facilttiee on witf,aiawn and ."qrit"E-iands of the proJett or the participating
projectE and to ;;;;r;; roi p"6ri" enjovment of the aame and of the water
areas created by thoee projects uy auih-DeanE as are congiatent with the
primary PurPoaes of eaid proiecta; and'
WEEREAS.Rec}amationhagconstructedVegaDamandRegervolrasafeature
of the corlbran ;;t;;a and thig reservoir le operated -prirnarlly f or water
Etorage, Power prodiction, and irrlgatlon PurPoBes; and'
WEEREjAS, Section 28 of Publlc Law 102-5?5, more commonly -referred to ae
the Reclamation Recreation uanagement Act of 1i92, which arnended the Federal
tlater Project Recreation Act of 1965, authorizeg Reclannation to enter into
coat ahare agree$ents wllh non*Federal.public entltlee to rehabllltate'
ooerate and maintain facillti." "n-lroJ'crct land and r'rater areaE for public
I[r"i.i";-";;7;;-iisir and uirdltfe "n6ance.ent PurPoaeai and,
WEEREAS,therecreationalfacllltiesarelnneedofrehabllltatlonfor
trealth, acceee!bility, and eafetyr and for -Protection of cultural and
environmenta] reeortl"" and do noi ucco*todlte current recreatlonal' demands;
and,
WEERE]AS, the partiee hereto entered into a Hemorandum of Agreement,
(MOA),ContractUo.l-LH-40-OO22OrdatedNovemberl5'1991'toextend
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agrsementa for state management of th€ ar€aa and to.ldentlfy work nec'ssaryfor rehabilltatlon of recieation raclrltres ai the flve reservoire, and aaidHOA hae been extended by fetters of "gi"e*e"a; ;;;,
WITEREAS' the parties hereto deslre to enter lnto -a cooperative Agreement,herelnafter referrld^t:^1:^"egreement", to replace and auperaede said HOA(contract No. 1-Ll.{-40-oO22O), and, lettere "!-;;;;;renr,. for the p}anning,deeign and rehabiritation oi'r..i."tion racitiii""""t the five rleervoira;
Now IIrER-EFORE' in coneideration of the above, Reclarnatron and the state dohereby agree ae followe i
I. GE}IERAL DEPI}TTTIONS
Hhere ueed in thia Agreement:
a- 'Recr'a--tioa" meane the untted statea Department of thernterior acting uy 1"9.through it" srr"uu of necrarnatroir, o, ri"-Jriyauthorlzed repreeentatlvela; i ,
b' 'stat." means the state.of cororado, Department of NaturarReeources, actino-by. and throujr, tr,. orvieton "i-plrxr'a'a oriaoor iecrearion,and the Board of-parks ana outEooi Recreation or their dury authorizedrepreaentative(a).
c.either party in
'cost-sharc Progrrp- means that a1l legiti:oate expendituree byconnection wlth thla Agreement are to be "irarea lqually.
d' "Federal randr- referg to thoee rands acquired rn fee titre bythe unlted states or withdra* ii", the pubri- J"..i'for project purpoees,and which are covered by thie atieement.
e. .RcaGreoir !rGr- lncludeg all, or any part thereof, of theIi:ff':"::;:"::o.::'Il"iiilo-i::*;:;if.i;flil*. io,,',r"-v. ,,""r.'covered by
f' -Fed€rar fiscal y€Er- means that annual period, from october 1of one calendar vear to septembir 3.0 9t tfr" ,,"*t-"ai"r,a", year, on which theUnited Statea goiernment bieee ita budget.
9. "6tatc fiscal year"one calendar year ro June :O if inecolorado baaea ite budget.
that annual period, from JuIy I ofcatenclar year, on which the State of
meana
next
h. 'Eristiag facr.l.lticr- DeanB thoee recreation faciritres inplace within the reeervoir areas ae of the date-oi- tnr" Agreement withoutregard a6 to which party co.,eii"cted same.
i' 'Recroatioa facilltier" meana those faclritleg conBtructed orinstarled r^rrthin the reseiv;i;-;;;. for recreati"""r uee by rhe public or forsupport of guch recreatronar uee. said factlrii""-."y lnc1ude, but are notIi.:mited to, buirdrnge
"na
-oti,fl-itructureg
such aa park headguartere, viertorcentera, maintenance-shops, ..^ptiounde, picnic Jiounae, uo"d_Jo.il_ana rampa,;::f i::iriilli; ::::, '"y"t.,"I'ioada, p;;ki;; iiJ"", sewer Bysrero', elene,
j' 'planniag procoss' includea.preparatl0n of the conceptuarSllxfu"ilii::1""., desiin' "',J-r.tio.,ar enviioni""t"r poricv Act 1rei,e1
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recommenda
the reservotr ar€as '
"coocGptul}Pf,a'l.ldentlfiessevgralrecrgationala}ternatlveeone for the rehabliriitr"" of the recreation facllltiee aE each o
and
of
r. .prcl1,rnary Dcsigm- Le the minimar deelgn work, baeed uPon the
recorrynendedconceptualplan,that_tene."""u'yforNEPAcompllance,anddeelgncriterla to be ,ruld for- preparation-of flnal ieaigns and epecificationg'
m. 'nehabilitatl'oo- means the repair' replacement' relocation or
inetallation of a facillty "o provil" i"i t"iftn, eaiety' and acceasibility
compliance, pro.""iI;;-;i'cutt'ural'-iia-"n"itonmental reiourceg and viaitor u'e
demands.
n..RoplacoDolt-m€angtoreplaceanexletl.ngfacilltywltha
atructure ot "..*'ili-;;;;-i" "i'nir"t rn srze and function'
o..ExP&usloD.meSngtoincreagethenumber,enlargeorlmprovean
exieting facility -to meet current ana pro3ected visitor demands'
P. 'EnhaocGEG:rt' meano to add a faclllty' eervlce or function that
dld not previouetfiiiitl-"frf.t-tifi increaae vlsitation and revenuea'
q..Accessi.blG"meanBthefactlltyorarea!gincompliancewith
the Uniform r"a.tti-o"ceeej'bllity it""a"tas (['rAs) ' or Amerlcans with
Dieabillriea Acr ii."""iUifity ci,ia"Iir,"" taOeeCt, uhichever is applicable'
r.,Xutual}yrgr€ad,meanabothpartleeheretoare!nagreementon
a proposed actj-on. -iu"i, .!r."r"r,ef-i.V-i"itia1ly be verbal, but aoy euch
verbal agreement
-wlti ue f5Ilowed up in wrtting'
2.REst,LTsoRBErErITsExPEcTEDrThereau].tBorbenefltseexpectedare:
a.RehabllltatlonoftherecreatlonfacllltleeatthesubJect
reeervolr area6 to brlng thelB int;';"ilil;;"e wlth current Federal and state
i;;;-roi treartrr, eafety and acceeelbiJ'lty'
b.Proteetionofcufturalandenvironrnentalreeourcesatthe
aubJect regervoir areaB'
c. The cooperative rehabilj'tatlon of, 'each reeervolr area'
accomp).iehed in "n .t"'no'Dicalry' ;;;;i;;ili' ""9 environmentarly gound and
efficient manneri any expan.ron oi-"rrii.r,..*Lrrt of the recreational facllltiee
rliii U" ln comPliance ulth NEPA'
3. TERX OT AGRSEXEMTI
a.TheteroofthtaAgreeoentghallbefromthedateofexecution
until septedber 30, 2OO5'
b. rf the Proqram ie not comPlete' and funding reroaina available'
rhe parties herero Day Beet .ppro*G.i"iy t""'(XO) year8 ifter the executlon
of thle ngreemeni-to-L*tena tirie atree.e-r,t "" mutualry agreed upon'
4. DESTON AND REEABTLTTATToN:rEAt{! The partlee hereto will ldenttfy
the expertlee reguired.and. f,u*," -pI"iifot
-a"t.tf|'ttot'e for alI members of .he
deeign and rehabilltation t..o, t ili,in-iO .uf.nait a"V" after execution of this
Aqreement. The'Iea,o-wiff "orr"i"t-oi"ptot"""ionaI/telhnical
peraonnel from
eich party. tf,.-IJ"por,riUf f ities of Lhe te"m are def ined in Art'j-cle 9'
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5 . RECI.AXATION RESPoNSTBTLIUES t
a. provlde the crants and cooperative Agreements officer,sTechnica] Repregentative (TR), to serve ae the repreaentative forReclamation's coordination, correepondence, timely reviews of documenta, planeand epeciflcatj,ona, reimburaement requeata, preparation of progreaa andexpendlture rePorts and eimilar actlvltleg aeeoclated with thls Agreement.
b. Provlde neceaaary pereonnel and materlals to complete al1 workrelated to this Agreement and defined ae a Reclamation reeponaitility, in atirnely manner.
c. Compl,ete aIl conceptual plane, NEPA documentation andpreliminary deeign packagee for the five subject reaervolr areae. Theplannlng Procea8 wlll incLude evaluatlon of pubIlc neede and concerns, eiteeuitability, feaeible al.ternatives, and an envlronmental assesement (EA).
d. Provide timely written revlew for approval (withiD 30 calendardaya following receipt), of the prans, epeclficati6ns, generar requirementg,covenants for capital. conatructlon, and engineerB coat estimatea ffor eachcontract package), Provlded by the deeJ.gn and rehabilltation tea$ or theState.
regardJ-ng
e. Provide written notlce, wlthin the aboveapproval or diaapproval. prior to invitatlon
review period,
for bide.
t. Provlde wrltten monthly statue reportB of the p).anning proceaa.This r.'i11 continue until planntng la Lomplete.
. g. Provide a timery wrltten review (withln 1o calendar dayefollowing receipt), of nonthly progress reporta and reepond jmrnediateiy to anyaction or work that ig unacceptable.
h. Accompany the State, within 30 calendar days of notice, for thefinal inspection on each contract. Both parties hereto shall have reviewedand accepeed al,I work under each contract before final pal,'ment to thecontractor ia made.
i- complete negotlatJ.ona for, and adminlster a cooperatlveAgreement with the Towrt of Crawford, Colorado, for the pr.paraiion of degignand epecificatlone, contract award and construction oversigtrt of the folloiingfacilitiea for the Crawford State park:
A eewerage collectlon ayBtero, includlng lift etationa, fromrron creek campground entrance to Lhe exiating syBtee in ttre Town of Crawford.
ca.rnpsround ".,.,L,1"'i:"In:'::i:i*i"3r:I:-ll; tffir;siln": ::Hr:::m rron creek
Any additlonal work mutually agreed upon by Recrarnation, t,heState and the Town of Crawford.
?he work identified above eha}l be coneigtent wlth the concept.ual plane andNEPA documentation for the crawford regervolr area, ae mutuaily agieea by thepartiee hereto. The actual deslgn and constructj-on wlll be dependent uponfinalization of plannrng, funding provlded and NEpA comprlance-.
j ' Provide the State wlth monthly status reporto on work completedunder the cooperatlve Agree$ent ',rtth the rowi of crawfoid ae identified a-bove.The reports wi]1 incrude actuar and projected expenditures, etatue,-workcompleted and echedures for completlon. Arr agrlemente, change ord"r" o,contract modifications relative to the cooper"fir" Agreement iltn trr" Tow71 ofcrawford are eubject to Eutual approvar ag defined ii art:,cre tc.
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6. STATE RESPONSIBILTITEST
!. Fotloulng executlon of thlg Agreement, and uPon r:€ceipt of a
bill of col]ectlon from Reclamatlonr provlde uP-front Paym€nt of s120r000,
repreaenting an eetimated 5ot of the llanning-toets for the baLance of Federal
li'"."f year-1994. An addirional 5150;000 wlll be paid to Reclamation on
october'1, !gg1, for planntng costs In Federal flecal year 1995' Thia
irso,ooo will be Included ln the $?oo,ooo identlfied ln Artlcle 11 and be the
itut.,a share of the eati$ated coat to complete the planning Prog::6' ?he
state,a share of the coat to complete planning wlII not exceed s2?0,oo0
;ir;;r; p"i"r written approval floro the State. If the actual' cost ie more
than the estimate, with state approval, the state wlll be bll1ed, or if lee6,
rei-rnbureed accordlnglY.
b.FollowingexecutionofthlaAgreement,thestatemayacguire
new picnlc tablea and giiLle for_the flve eubject reservolr areaa at a cogt
not to exceed S22o,ooo: Thls 9220,0oo wIII be conaldered part of the 5?oo,oo0
aa ldentified in Article 11.
c. Also followlng executlon of thle Agreement, the state may be
allowed to clairn aI1 or a poitlon of the actual expendituree for the
rehabilltation of the chlorlnatlon treatment syEtem at vega reeervoir, ae
inetalled In June 1994.
d. provide an tndivldual to aerve as the Prograrn Coordinator for
the rehabilltatlon program as mutually agreed upon by the partieB hereto'
iiri"-p";;;n wiII r.irr.-"" the primary- liiieon between the deeign and
rehabilitatlon team and both Partles hereto.
e. provlde neceaaary peroonnel and materials to comPlete aII work
relat€d to thls Agreenent ana iieiitlfled as a State re8PonBlbillty, ln a
tiJnely manner.
f. provlde a tLurely wrltten review (within 30 calendar days
following receipt), of any plane, epectficationa, general regulrementa,
covenanta tor capiiat conitluctionr-and engineera coBt eetimatea prepared by
the deEj-gn and ,-"h"rilit"tlon teal! or provided by Reclamation.
9. Provide wrltten notlce, wlthln the above revi.elr perlod,
regarding ipproval or di6approva)., prtor to lnvitation for bide-
h. Provlde a ttmely wrttten review (within 1o calendar daye
fo}).owing receipt)r of monthly-progreas rePorts from the Program coordinator
and neclirnatlon and re"pond trnmediately to any action or work that ig
unacceptable ae determined by the state'
i. Accompany Reclamatlon within 3O calendar daye of notlce, for
the final inepection on each contract. Both Partiea hereto Bhall have
reviewed and accepted all work under each contract before final Payfient !o the
contracto! ls made'
7. PROGTLA}{ COOR.DINATIR RESPOHSIBTLITTEST The Program coordlnator wlll'
be a State erop).oyee, acting through the State, reeponeible for all aepecte of,
prograrB coordinaiion betwein the deetgn and rehabilltatlon team and both
|rrii"" hereto. Hore speciflcally, thoee reeponaibllltlea are aa follows:
a. perfom all aepecte of proJect coordinatlon amoog the deeign
and rehabilltation tearD, both Partiee hereto, and any contractors related to
this Agreement, and also make iinal recomrnendatione lo Recl'amation and the
state on all propoeed develolment-
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b. Provide RocI8roatlon and th€ state v,,lth L'rltten monthly progresBreporta that ldentify project Gtatus, completed work, expenditures forealariea, overhead, contracts, acgulsltlone and ciroilar costs. The reportawill' include perlodlc proJections for anticlpated expenditures, contractawarde and completiong, achedule changeB, negotiatlon8, and any otherinlormation that could affect budgete or proJect directj.on.
c. Coordinate wlth the Team Leader, ae defined in Article g, todeve).op a priority ligt for facillty devetolxnent and aeeoclated coata.
d. Furnish both partlee hereto wlth three Bet6 of plans,specifications, and rehabj.lltation coat eatlmatea for approval for eachcontract package.
e. Advertlee for b1ds, contract preparation and award,adrnini"stration, and all neceaaary construction inepection and overeiwj.Il not be advertieed untll final deaign approval ia received frompartlea hereto.
thr.both
Bids
f. Prepare applicatJ"ons and other related work for all neceaearypermlts (t.e., 4O4,402, etc.. of eectJ.one of varlous State and Federal lawe1,prlor to or during rehabllitatlon as approprlate.
g. Haintaj-n a complete, compreheneive inventory liet of aIIeguipnent or faclLltles that are leaeed, purchaa€d or otherwise acgulred forthe dealgn and rehabil.itatj.on tean'E uae. The coet, date of acgulsition,purpose and location wiII be included ae part of the 1igt.
h. Prepare actlvlty work plane ae followe:
1. Prepare and eubmlt to both partiea hereto, wtthtn 45calendar daye of the execution of thie Agreement, an activity (deaign &rehabilitation) work plan for the Crawford and Vega reservoii areas for theremainder of Federal flecal year 1994 and !'ederal flscal year 1995. Thesework plang wiLl be for the period from the date of execution of thie Agreementthrough September 30, 1995.
2. Submit to both partiee hereto, by Hay 1 each year, aseParate detailed activity work plan (deaign & reha-bilitation) foi the nexttwo Fecieral fiscal years for each reaervoir area. (Examplee: The detailedannual work plans to be eubmitted in 1994 wiII be for Federal fiecal years1995 and 1.996. fhe detalled annual work plana to be Bubmitt.ed tn 1,995 wlll befor Federal fiecaL years 1996 and 1997, and ao on each year. )
3. Tha detalled actlvity workplane wl}l, on a contlnuous,e).iding basie, cover two (2) fuII years. The annual, activity work pLana are areflnement of the budget work plana ae deecribed in Article ?.I. TLey willprovide a detalred deecription of the work to be performed; eguilxnent,materiale, and auppliee to be purchaeed; and work priorltlee each year foreach reservoir area, and will be conaietent with the budget for that yearwhlch uaa developed through the budget work plan proce66. pach eubmileionwiII be baeed on and wtIl be a reflnement of the prevtous year,s gubmiseion.The activity workplane wlll. be detalled enough to include intlcipatedsalaries, contract awards, eignificant purchasee and milepoete 1|oaIcompletion datee) identlfied on a month).y bas1s.
i. Prepare budget work plang ae follows:
L. Prepare budget work plane (de8ign & rehabllttation) foreach reeervoir area, and eubmit the same to ReclFmatlon,e dealgnatedrepresentative by I?y 1 of each year. The budget work plane wilr, on acontinuou6 and eliding baeie, cover two fulL years and ahow by Federa1 fiecal
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o
o
o year each r€aervoir area'6 e6tiJnated deeign and rehabilltation cost8, fundlng,and propoeed activitieg. The propoeed bu69et work plana "rru*iti"J each yearwil] be for two eubaeguent redlrai fiscal f".r",-tn. first of which ie thethird year for).owing the eubmtttal ygBI: lixampi.ee: ?he budget uork pransubmitted in 1994 wil'I be for Federil fiscal yL.." 199? and igsa. The budgeturork plan eubmitted in 1995 will be for Federil fiacal year6 lggg and 1ggg,and so on each year. )
2. - The budget work p).an wr).r provide the informationnecesaary for Reclamation-to prepare- ite budgei regueats. such informatj.onwill include, but not be rfuni.Led-to: dollar-eetlmitee of the "*p".t"asalaries, overhead, contracta, capltal construction, and lnepec,i;;, and theantlcipated arnount to be cost ehared by Reclamattoni and proloeed andprioritized activi.ti.ea to be carried out in the year beinq pianned for.
8. IEAX LEADER RESPONSTBTLTTTES: The Tearn Leacier wlll. be appointed bymutual' agreement of Reclamation and the state and will be a state ir pederalemployee and have the following reeponeibllltles:
a' AI)' aapecte of dealgn and rehabllltatlon team coordinatlon andany neceesary directlon or guldance. glhen sald tearn is not functloningproperly or when 91,9 guality and/or granttty of production ie not-adeguate,the Team Leader will meet with the necessary parties to regolve the isBue. Ifthe ieeue cannot be reeorved, the problem *i:.i ue-urougtri to-tne-ittention ofthe Prograrn coordinator for joint reeorution/recommendation.
b' serve ae the llaieon betrreen the Program Coordlnator and thedeeign and rehabilitation teae. Receives epeciti- progra$ goale, direction,reetrictlone and modlfj-catione from the Prograro coordinator and reratea thoaegoaIe, etc., to t,he design and rehabllitatr6n team. Any probleme, delaye ordieagreementa eaid team has with directivee given will in'turn be relayed tothe Program eoordinator.
c' coordinate with the Program coordlnator to deveLop a priorityLlst for factlity development and aseoiiatod cost6.
9' DESfGII AXD REBABILfAAIION fEjAX RESPOHSIBfLIIIEST fhe deeign andrehabilitation team ie a work group consieling "f p;;;;;;i"""rliI.ini"arpersonneL from each party. The reLponelbllltles oi tt" aeetgn'ano---reha-bilitation tearo are as followe:
a' Prepare the final deeigne and epeci-ficatlona for all recreationfacilities at the five reeervoj.r areae, coneislent wlth the conceptuar pJ,anaand NEPA documentation for each reaervolr area. This incluaea aii Jeeignwork, plane, apeclficationa, coet estimatea and oirr.. work neceaeary for thecontract bid and award proce.B.
"h:-final designa may req-uire updating of theconceptual plane,,however, any-elgnlficant mootitcatl6r,s df trre lonceptuar
il:::.::. prelj-minary desisn wirr iesui." rr.iiin"-ilr""r"r,t by the parliee
b.epecifications,lneure compliance wlth aLI Federal, deeign etandardeState health lawa, regulatione and Uuiiai.ng c;;;:and
c. provide direct oversight for-guality of work, materrala ueed,and ail.aspectg of technical design approval.- eIeL, provide congtructioninspection aa neceasary.
d- The design and rehabllitation teao wirl work ae a ,serfdj,rected' urork team. r;dividuale wirl use initiative, team coordination,generar guidance and epecific project goale to aet their own work e"h"drl..",goals and mode of operltion- -rr6gresi wirl. be monrtored by the Team Leaderand Prograrn coordinator and adJustmente made aa neceaaary. performance p1ans,
8o
appraisals, reguesta for ]eave and siJnl1ar actlonB wtll be accordlng ro the
etandara peraonnel procedurea of each party hereto'
10. xu:rtAI, RlsPoxsIBILIrIESr Reclamation and the state will have the
following mutual reeponelblllties
a.PollowingtheexecutlonofthieAgreement,meetandestablleh
guldeIlnea for the teamia develolxoent and location'
b. provlde funding aB necessary to comply wtth aII-asPects of this
Agreement, subject l"-tf," availabitity of funde as defined in Article 12'
c.Provideatl.urelyresolutionofProblemewithintheRecreation
Rehabilitatj,on prograrr that are not addreesed in thlg cooperative Agreement'
If a eituation ariiee whlch warrants.prlori'ty, by mutual consent' lt may be
moved up for tu"ain!-a"J-iehabilitati6n purpoeee. The recommendation and
reauLting *otX rn"i.i U- compattble with iong-..nge rehabilltation goala'
d.Prepareandsubmittoeachother,seParateguarterlyandannua}
expenditure rePort; baeed uPon the Federal flecal' quarter'
e.Providetechnlca}andprofeealonalPersonnelagmembergofthe
deeign and rehabllitation team'
11. EIPEIDTTURESI
a.upontheexecutlonofthisAgreement,al),prevlougexPendltures
by both partle' i',er"to ehalI be coneid,ered eguivalent for the co.t-.hare
program. llo expenaiior"" prior- to the date of thie Agreeroent wtll be
considered for tutuie credit unleas exPresBly etated eo herein'
b. The estinrated init.lal annual. contributions conunitted to for
deeign and rehabilitation purPoBe8 by tle.Paftlg".hereto for thls Agreement
are eubject t" .pir"pri"til""'ag defined In artlcle 12 and are aB followg:
Due Date Reclamation State Total
s1, 100,000$ 700, ooo
s1, 2Oo, ooo
s1,200,000
s1,200r000
s1 .200.000
s6, 600, OO0
$1,600rooo
sl,600,OO0
s1,6O0,OO0
s 1, 600, ooo
s1, 600. ooo
s 400. oo0
s 120, oo0s 700,0005 977,000s 850,000
51, 710,000
s1 .200,000
slfSOO,OOO
s1,800,000
sl,8OO,OOO
s1,8O0,000
s1,8O0,ooos 443. O00
s 1,220,O0O
s 1,400,000
s 2, 1?7,000
s 2,050, o0o
s 2,910,000s 2.400,000
o
o
3O daye after
Execution Date
October 1, 1994
october 1, 1995
October 1, 1996
october 1, 1997
October 1, 1998
SUBTOTAI =$5, 55?, O0O 912, 15?.00o
The fo]lowing ea-ble ahowa the proPosed annual contributions by each party for
the remaining yeare. Theee propoeeo annual contrlbutlons may be changed by
either parry upon written noiicl and are eubject to aPProPriations ae defined
in Article 12.
October 1,
October 1,
October l,
october 1,
october 1,
October 1,
1999
2000
2001
2002
2003
2004
$ 3,4
S 3,4
$ 3,4
5 3,4
S 3,4
oo, ooo
00, oo0
oo, ooo
oo, 000
o0, oo0s 843, OO0
s15,Ooo,ooo s3o,ooo,oooGRAND TOTAL =s15,000,o00
9 o
o c' rf. either party cannot meet theae estj.mated contrlbutlona, theother party has the right to ieeaan rta, contrrbutlon accordrngly.
d' ?he annual contrlbutlone ldentlfied above may be increaaed atany time bv either-parly.ae rong ae the totar contributron Ly "iail;; parrydoes not exceed S1S mil1lon.
e' The S120,o00 identlfied above for payment by the state (within30 daya after the execution of thie Agreement), ie the eame Sl.2O,OO0identj.fied in Arricle 6. The SI50,OO0 alao identified in Artlcle 5 isincluded in the sToo,ooo due october J^, 1994, aa rj-sted above. Arr annualPayment8 are due and payable upon receipt of a bill of collectlon followingexecution of this Agreement.
of f' The procedure for accurnulatlng and authorizing the expendltureathe contribut.ions wii_l be ae follows:
1. Th6 State wllL rnake a lump aum palznent of thein Artlcle 1l.b above to Reclamatlbn on or before the fundg
due date ae
ident Ified
ehown.
Federal.
ob I igate
2. Reclamati-on wirl. combine the state,e contribution wrtheontributlon, aB identified in Article 11.b, io, it"r year andthe total for purpoeee of thla Agreement.
the
obligated funde agArti"cIe 13.
-Crawford
-Vega
-Navajo
-Rifle Gap
-Paonia
S6. O nIIllon
57. 5 million
S7. O million
S8.5 rnitlion
S1 . Q mlllion
?he Prograrn Coordinator wllL reguest payment from theseneceaEary for purpoees of thie Agreement pureuant to
I
S' A portion of the contributiona identified in Article ll.b aretg. P.. ueed to pay for Recla-mation,e and the stateie ahare of the Agreementwith the Town of crawford and all aagociated "ortr, ln addltion to-ine reguJ,arrehabilitation expeneee.
h' A11 allowed, allceable expenditures followlng the execution ofthie Agreement by either party for any aapect of this Agreement, incrudlng butnot llmited to: planningl -deiign, contratte, construction, aasoclatedadminietrative and overhead "o"i", and any oih"o coets for rehabirltation ofanv of the five areae identified herein "irr l"-."neiaeied;;r;;-;he costshare Program' unrees epecificariy etated otherviee, each party hereto willbe required to track the amount arri prrpoe" "i-ir,"ir reepective expenditureaand provide funding for SOt of the total coata"
1. The maximum expenditure for the totar program wirt be930,0o0,000' There will be ti "o"t lndexing ior-rrrrr"tron, prlce increaeee orsiailar reasona, except aa Eay be nodifiea iv-arti"re 11.r ber.ow.
j' The funding to.be epent on each recreatronar area wirL be forthe rehabllitation of recieati"on ficllities at eacr, of the five areaa andbaeed upon the priorlties identified in Artrcle-ii--"na a coot/benefrtanal'ye1e' ?he eatfunated maximum expendlture tor-eacn area including alJ.contract, and non-contract costa is ls followe:
Area Expenditure
t
S3O HILLION
10
k
incJuded in
exceed lot
t
of
The cost of safariee and other dlrect operating. expeneee le
he area maxjrnume ae lieted above' The indirect chargea wl']'I not
the total overhead by elther party'
t
1. The purpoee of the area/maxlmum expendlture totalg ls to
curtall exceeeive expenditureB at -any one area, and any change or adjustment
to the area expenailli." aB listed .Lo"" mu8t be by muiuar agreement of the
parties hereto, in vrltlng'
L2. AVArraBrLrfi op FINDST The performance of any obligationa or the
expendlture of rundg by either. p.rly *rnd.r thle Agreement ln any Federal
f iecal year ie contj.ngent on tr,e_ai'aii"uirrty or i.rre neceaEary appropriatione
and arrocarions f;;-;;i;-year. rf the necea'ary approPrtstrona. and.
allocationa for either party to carry out thia. egrLernent are not made for any
Federal fiecal year, the Pareies herlto agree to-work out a mutually agreeable
and temporary course of altlon to b; fo}l6wed. If the non-&pproprlation or
non-al).ocation of the neceaeary funde on behal'f of elther party becomee
chronlc,theotherPartymaygivenoticeofltslntenttoterminatethie
atr""."tt under the termB of Artlcle 22'
13.PAYMBf,rsrTheProgramCoordinator!.eregulredtoeubmlttothe
Technical nepreaeniative a c5mpleted standard Forn 270 (sF-2?0), RegueEt for
AdvanceorRei$burBement,onatJeaBtaquarterly.basle.Thiseubmittalto
the Technicaf nepiet"nt"iirr" ehall include adeguite backup documentation to
juetify the expen""" fn.,rtted for t;;t lncremerit of tirne' Thie documenLation
shaLl incl,ude uut-not be limited Lo Euch itams aa ealariea, fringe benefite'
"qrip,r,""t purchaeea, overhead, eubcontractE' etc'
Uponverlflcatiooofth€r€gueEtbytheTechnical-Rep'66entatlve,andapprova}
by Reclaroatlon'E crants and CooPerltl.'. Agreernent6.Oiflcer' the SF-270 only
will be forwarded to Reclamation'"-iit"t.i office in Denver, Colorado' for
Pa)tment.
To ageiet Recramation in making tinely pa)rments,. the Program coordinator shalr
""U*ii-"""h original s8-2?O to the following address:
Bureau of Reclamation
Grand Junctlon Area Office
Attentlon: GJ-400
PO Box 503{0
Grand Junction Co 81506-8748
In addltlon, a coPy of each sr-270 shall be Bent to the followtng addregg:
Bureau of Reclamatlon
UPPer Colorado Reglona)'-Of f lce
Attentlon: UC-823
125 south State street, Rooro 610?
Salt Lake citY UT 84138-1102
?he progr&n coordlnator iB afao regulred to eubmlt. a completed Standard Form
269A(sr-269A),FinancialstatuanePort,alongwlththeflnalreguectfor
rel-obureement, i"-i"""iJince wlth t'he reguirelnente of OMB Circular A-102'
Fina] pa)ment wiil ue wirhheld penalng r;celpt of the completed form sF-269A'
14. COSS CO}ITROL:
o
a. Any reviaion, modification or cogt over-run of,
that increases thl cogt over S2O,OO0 of the orlglnal contract
,ritt"" approval from the reviewing partiea'
any contract
cost muat have
11 o
o rncreaeed contract costB for any given contract will irnpact anddevelolment of recreation facir.itiee ln that reeerroir area onry.
b-lirnit final
15. PRfoRIfr Of REEABILITATIoHT
fol.l.owe, a. The order in which areas wll. 1 gcart rehabl1ltatlon ia as
Crawford
Vega
Navajo
Rifle Gap
Paonia
1
I
3
4
q
Thls doee not e1i-rnlnate the poaslblllty of concurrent conetruction at morethan one reservoir area.
b. priority of facrrity rehabtlltatron rs ae forrowe;
1' Replacernent of existing facilitiee to compry with Federaland State health and eifety lawe and regulitione.
2' Reha-bilitation of fac!Iitiee as necesaary for compliancewith acceeatbllity atandarda anJ guidellnee ae aeirnea tn uF.AS or ADAAG.
3. work or factrities rdentlfr.ed aB nece.aary for theprotectlon of cultural and environmental resourcee.
4' Expanalon of facilltiee and eervicee to meet current andproJected recreatlonal- demand.
5' ExpansJ-on and/or enhancement of faclrltlea, eervicea andamenitlee to increaee iieitation and revenuea.
16 . XEE,iIIIIGS:
a' RePreaentatives of Reclamation and the state shalr meet on aquarterly baeie tL diecuae-pr"gt"r" report,, expenditures, achedulea andmodificarlons. one guarteriy i".iing Lacrr y".i-rrirr ue tre ;;;;;r-;"etingdescribed rn Articre 16.b.2 Beio*. . Theee meetrnga wrrr be to dracuaa theplanning, deaisn. and/or r"r,"liiiiatlon ae ";;;;;;ry. The meering place anddate will' be jointly egtarliehea-uy ."pr"aentative' from each parry.
b' Repreaentatlvea of the partiee hereto shal} meet at leaat twicea year for the following:
o
1. prior to June 1 each year to discues the 2which outline the proposed rehabllitation'".tr"iti'"chedure anddeecribed in Article i- "h" sa;;; wtlr finarire-ir,e workpJ.ane
ffi:ti}|r:llr.]"ottt a coPv to Reclamation within 4i calendar day
year workplans
budget asafter thee for review
held by Deceslber 1presented and aqreed
each year.
upon.
^ 2... An expenditure report meetlng wlII beExpenditures identlfled fir Xrtf"i" 11 wtll be
neceaaary.Either party may request other meetinga whenever it ie deemed
c
o 72
1?. PRoPERT A}rD EQurPxElrlr o
egu Iprnent,
accordance
a. Except aa otherv'lae provlded in this Agr€enent: - Srgprty 1 --. . -
and 6uppl:."" ."quiied puieuant_to this Agreement wilI be manageo )"n
with of fic" of H;;;;;#;l and Budget (ol.1B) ctrcurar A'102.
b. The srate will provlde factlltlee, hardware, software and
elmilar materlala-";;-;q"ip,""r,L tr,"t are neces.ary and gufflclent for the team
ro function "ftectirlfyl--if,"r" f"cifitfes and malerlala wtll be coneidered
oart of the cost ehare expendltur"I-."-pi""Iouely deflned tn Artlcle 11'h'
i.nv materiarg, software, hardware lt-"iiii"r "guipment provided by Recramation
x,iil..'i"-i;;;;;J-;;..n".i"^"tionafterproJectcomp1etion
c.rhestatew!I}keepacurrentandaccuraterecord/lnventoryof
all proper.y, "e,,i6;;;, ;;;-"t'ppiil"-iiquirea for uee bv the deeign and
rehabi}itationteamPursuanttothieAgreement.
d.RecJarnationwil}bevestedwlthtlt}etoland,andPermanently
affixed EtructureB, facll,itree, and'"g"iron""t tauclr aa restroomB, ahowers'
bulldinga, roaae,-i""t"", etc' )' withln the reaervotr'areae'
e.ThestatgwiflbevestedulthtttletoanymoveableProp€rty
and eguilxnent f"'lf'-""-tt'ppLi""' fuiniture' etc')' purchiaed for the deBign
and rehabilitation team pursu.r,t t"-irrra Agreement.- Any ProPerty' equipment
or euppllee ptoriJea fy Lttt'er p"ttv whlch wae not ourchaBed under the
rehablltratlon prograrn wirl r"r"l-r,"'tr,";;;"";;;r;r,ip'or the providlng party'
18. ADDITIO}I OT I.R}ID OR 6TXII'}R IHTERTSTSI
a. The partles hereto agree-that.in,certain clrcunstances the
addition of land or land interests io-in" exieting recreation areaa will be
coneidered ir euci .iaiti""" ""n i.-rrro*r, to be coet effective for tbe
rehabirltarron eiio;-;;; ,,ot er9liri"""try increase the rong t€rm management'
;p";ai;; and maintenance coots of that area'
b.Fundingforguchaddltiongof]"andorlandlnterestgienot
included in the tJt.-"r contributione ehown in Article 11.
19. EI}}{IXITIoN OF RECORDST
a.Rec].amation,aGrantsandcooperativeAgreementaofflcerorthe
deeignated ,"pr"I"r,""ii.,e wfII, .i-""y-tGe'durlng noimal working houra' have
acceaa ro and th;-;i;il-[o-"*ii.,r"e ani copv aly pertlnent booka, agreementa'
papers, and recoiae-5f the State f""ot"t'a-a tfrly-relate to r.attere covered by
thie Agreement.
b.TheState,saudltororguallfled.accountantwlll,uPonl,ritten
regue8r by neclai"tio";e deeignat"a-..ii"".ntatlve, interpret and clartfy the
stsate'e regutred audit prepared P;;";;' to the slngle Audit Act' insofar ae
it pertaini to thie Agreement'
c.Reclarnation,adealgnatedrepreaentatlvemayatanyti:nerequeBt
an indepena"nt ",raii of the stateTs-iinancial actlvltlee gor each reeervoir
area. Such independent audit "f,.fl U.-p"ii"t ed at Reclanatlon'B coBt' any
diecrepanci"a ro[rrJ-auring "rcr, i,rart, "r,.t:. be corrected by the reaponsible
Party.
Ae much as allowed by Federal ^1aw' Reclaroatlon wiII provlde
'-examination of Fedeial records by tbe stabe'
o
d.
reclprocitY for
o13
o
o
2L. MODITICATTONS OF AGREEMENT:
Authority to modify a cooperative agreement. on beharf of Rec].amaEi.on isexpressly limited to the Grants ana-cooferiti".-.igiuemenEs officer. Authorityof the Technical Representative is set ?orth in ,t; designation of Technj"calRepresentative memorandum and is subject i" u.ii"iions t.haE do not includerhe aurhoriry ro modify , a;p;;.ii"6-ij.e.*;;:--.
This Agreement may be modifj-ed through bilateral agreement betureen theparties. Anv modiricati.on macie-t;-;il";;;;;;:;.':ha1r be conrirmed inwriting prior to perform"rr"u oi irr" "rr.rrgE.
-frr"-si"tse assumes a1r risks,liabilj't'ies, and conseguences of performl"g
"JeitlJnar work outside t.hespecified scope of worli-wirr,o,ri-plio, ,riii"r-I'ppiJ""r from rhe cranrs andCooperative Agreement.s Off icer.
22. TERHTNATION;
a' This Agreement, wirr.t,erminate and all right.s and obligations ofrhe parries under rtrii agree*."r-rirr .;;;;-;;;r-irr. fo110wing condirions:
in Article 3; 1' upon expiratj-on of the term of this Agreement, as provided
parry ro, ".r".2", oYsilol:t;:::i;: a writt'en notice or Eermination by eirher
b' Either party may serve written notice of terminabion of thisAgreemenr upon rhe faiiure'or lue grlr9r il;at tJ'iorr.". any defaurr orconLract vioLarion by. said parry h,irhin e;; -;";;.;i_tr..,ty -irioi-I.i."dar
daysfollowing specific wiitten notil:e of the breach or violation.
c. Upon terminabion of this Agreement, the revenue accrued to that.Po1lt.wiIl be applied againsc the-expenses accrued to that point and anyoetlcl ts or surpluses r*'ilr be spJ.it lvenly uetween the parties hereto.
d' should a transfer or sale of al"l 0r any part of the five areasidentified in this Agreemenr rake p1ace, R";i;*;liln wi1r. ro the furr-esrextent possible, insure rhe entiry-receiving.iiJ-Jr", shal1 be bound by rhe
20 DELETED PER AGREEI'IE!flT BETWEEN THE STATE OP EOLORADO A}ID RECLA]-IATTON
o l4
termaofthieAgreem€nt.Ifth€entltyrecelvlngthe}andignotboundbythe
term' of this Agt;;;;;, nt"r"t"ti"t-'ir:" ag arlowed bv )'aw' provide for
reimburgemant to li.-'sila.-ior "t:.-tne-stitc'g contributione to the
transferred area "l-ti," current faii marxet value, eubJect to Article 12' The
state aha'I "f"o U" nottfied Uy n"ii"*"ti"" a mini'-rnum of fO calendar daye
;;i;; to any gaid tranefer or eal'e'
23. NOXICEST
a. Any written notice' demand' or reguest' ae reguired or
aurhorized uv tr,iv" ;;;H;";;-;tii ["'pi.i,"trY siven if delivered bv hand' or
by mail, Postage-pt"i"fa, to the other'p"ity ie herein lieted:
o
o
Reclamatlon:
state:
,"::ni:;i:":i"3?:l'"
Colorado Division oi farXe and outdoor Recreation
351 32 Road
PO Box 700
cltfton co 81520
b.BothpartleeheretoareregPonelblef,ornotlfylnga}laffectedparriee of "r,v'''L,Iu'J""ir-"1;
-:J+s; of addrese, organizational changes,
reeponeiblltty adjuermentB, ana oriiEi reiatea changee, aB they take place'
24. LIAAII,ITY OP COHTRACTORST
a.Thestatewillregulreallrehabi].ltationcontractorEoperating
withln the reservolr areae to ";;; "q:g"lt". r-iability and proPerty damage
lneurance. saia ineurince wifl ue of eufficlent amount to cover' as a oiniroum'
tbe srate,a liabiliry under, .I:i{ i"i,{r-,;"t_.t.. i$munity act and !Iil} be
coneletent with tf,.-"#ri"es, tacllltie!, etc", provided under the rehabilitation
contracts and the potenttar ror--in3"ty. o; damage to life and prop€rty'
Recl_amation may u. ,r"."a aE an aaditlonal ingured oi all' auch ineurance' and a
certiflcate of irr"rt.r,." will be
-pt""iJ"a to the State by the rehabilitatlon
contractor to "r,t,t" l-f'"t tttt Inauiance is In effect'
b. Arl. rehabllltatlon contracta lseued by tlg-state for actrvrtiea
within the reservolr areae prrrrr"r,i io thls Agrgemenl'will contain a proviaion
that regr:iree trre-ietalffrtiti"n lJ"titti"t t5 indemnify and hold harmlea6 the
stare, Reclamation and their r."p".ti.," eroployeel.and aeiigne from liability for
cauBeE or actionB reeultlng trom-tne ietilititation iontractor'e' ar his
reopectlve employeee', gubcontractor's or aqent'e negligence'
25.8rdAI&BUsINEssCONCERNSrThestateghal]providetoReclamatton
inf ormation copiea of avard aoc.,.o'ents
-ior renaUilitatl6n Eubcontracte leeued'
None of the eubatantiv" progr"-rr*itt" work under thie Agreement may be
subcontracted without prlor "pptoJ"l--J Reclaroatlon' 1f approval to subcontract
is given, xecr"taiio"' t"""rJe, t;; ;istt to review and- lpprove goticitatioo
documento and award packagea pri"i. -f"
1n" award of -Jty rehabilitation
subcontract. eii-r"r.,Jrilititiori-eollcitatione and subcontracta ghal] be in
writlng with a copy furniahed.to n."i.t.t:.ot'' If any rehabilltatlon subcontracta
are utilized, th;'t"rr" of the following clauee shall apply:
Area Uanager
8uleau of Reclamation
Grand Junctlon Area offlce
2?64 ComPaes Drive
Po Box 60340
Grand Junctlon Co 81506
o15
o UTILIZATION Or SX,ALL BUSI}TESS CONCERfiSAND SHAI.L DISADVATTTACED BUSIITESE CONCERNS
rt ie the policy of the unlted states that small bueinees concernE and smal.lbusineee concerns owned and conrrotled by r""iiiry and economicarrydieadvantaged lndividual's ehall have the ,n"rGur-practlcable opporrunlty to
F$:::i":;:":;.perrormins eranta and cooper;ai;; aereemenra a,irded by any
The state hereby agrees to carry. out th18 poJ.lcy in the awarding ofeubagreernents and contracta to ihe furreet'""i"i,t coneietent with efficientgrant/cooperative agreement performance. rhe state further agrees tocoop€rtrte on any etudiee or iurveyg aa may be conducted by the united state'small Busj'nege Adrniniatration or ih"..*.rdir,g it.r,.y of the unlted statea aE
:il"::.nece'aary to determine the extent of ihe state,e compliance urirh thie
Ae ueed in this Agreement the term "emall bueineeg concern- eharl mean a smarlbueineae as defin6d pr."u"r,i-to-eection : or ite-smaIl Bugineas Act andrel'evant regurationa-promu1gai"a p,rrr,r"nt thereto. The term .emarl buainessconcern owned and controlred by slcially ."a-".""".ica11y disadvantagedlndividuale- sha]l mean a ,*uii busineEs concern:
a' which rg at leaat 5r percent.owned by one or more socialry andeconomrcar).y disadvantaged rndrvrduare; lr-ln the case of any pubriclyowned busineee, at reaei 51 per centum of the Btock of whlch" la owned byone or more socj'ally and economlcalry diaaavantaged individuara; and
b' whose management and dairy buelneee operatione are controrred by oneor more of guch individualg. - qaE vv.rLrur
The state ehalr preaume that gociarry and economicarly dieadvantagedindivlduare include Black a."ti.""", Hiapanic a*.ii.".rrr, Native Americane,Aeian-Pacific A.ericans, aeiin-i"aii" e^Lri""r," "iia otn". ii"".rli"B, or any::::i"i"8ilio:?'.f:"3s"ii *,fljj*;t;;;-;;"ir,!"aa*i,,i"t'.Ii""'iireuant to
Recipiente acting in good fatth may.rely on wrLtten repreaentation by theireubrecipi'ents or- contractore regarilng ir,"ir ;a;;;" as either a emall. bueinese:::;:;1.:i'; ;ff:j":l:;;::",.::15:;Xi"'r-""a-"I"i'"ri"I-uv-"oIi.iiiv "na
26. cRArf,tsr No amount of any grant made by a Federal agency ehall beuaed to finance rhe acsuj.eiti;; &'9;;;-";-;;;i":" (incrudins conerrucrioneervicee) untees the rdcipi;;a--";'tri" gi""i;;;;";, ag a condition ror thereceipt of such 9:'3nt, to - (ry -ipecrtf i;-";i-;;;luncement of the awardrng ofthe contract for the procur"."nt lt-tn! gooJr'oi-'"".rr""e.lnvolved (incrudingconstruction services) the amount of Fed6ra} r"ra"'that wilr be ueed tofinance the acguisiti6n; "na iii-rrpreas ti," "r,o,.rnt announced pursuant toparagraph (1) as a percentag" oi ttr! totai ;";;;-;; the planned acquisition.
The reguirementa of the above """t1:1-shaIl not appry to a procurement for::iS: :: i:il,ff:",11;l:#"s """"t,"cr1on "",.,i."Ii ir,.t r,.I-Ii-"|e,"e.t"
27 ' Rrsx AND DIXAGESI rhe Partiea hereto r"r!11 each be reeponaible and1j-ab1e only for the neglig"nt."[, or omiseion" oi-th.ir.respeciive emp,oyee'or aeaigns to rhe extent lrovided by-I;;.--;;;";;, norhing in thia contractwill be conatrued to be "i., .arni""ion of fault or-ii.lffity, and nothing will:ilit":I3,t:::':;i,:"i.fl:3:.ie"-r"eurrv """ir.rii to "ulr, p"itv, ae asalnat
o
o 1.6
28. UsE or rEE xgrRIC sYSlSx - RE(f,.AxATIoX (xAn 1993)' Sectlon 5153 of
pubricLawloo-41g,theomnlbusrrao"-.r,acompetltlvenea8ActoflgSS(Trade
Act), amended ar.,.-i"iii"-convereio"-e.t of rgiS and deeignated the metrlc
ayatem of ureighte "ni-nt"t'"tea for Unlted State8 trade and commerce'
AsaregultofthefradeAct,thePresidentigsuedExecutiveorderL2TT0datedJuly 25, 1gg1, to-j-mpiement the cor,qi""eronal designation of the metrlc ByBcem
of measurement aB ;;5^il";;r;;; ;t;i;; oi weients ind measures ror united
statea trade and commerce'
..-^i {n a ,tive
The metric aystem of meaeurement ghall be ueed !n grante and coopera
aqreemenrs, except-i"-i;; extent tiiii-r"tf,-use is impractical or ie llkely to
"irree etgnlficant-rnerilcrenciee, or-r"-""t economicirly feaeibre' To the
extent poaaible, ,"i.riirrc and technical rePortE and state-furnished
marerials provided under the Agree;;;;;-inctuaing comPuter Proqrans' ahall uge
approPriate metric unitg'
29.oPFIcIALsoREMPI,oyEEsNotToBErErITrNomemberofordelegateto
conqress or Reeid;nt cornmleeloleTr and no offlcer, agent, or employee of the
Exeiutive, r,"gr"iiii*'"]""i-J"arctil-aranch of 'the 'rederal governrnent' or
official or "mprov"" oi tfr" stat€'iili-["- "a*itt"a to any ihare or part of
this Agreement "t'Il tny-u"netft that may ariee herefrom'
30. orrrcE or xANAcEMElfr }}ID BIrDcEr (oMB) crRclrr,lRs. The folroeing oHB
cj.rcuiara are lncluded in thla Agreement:
a. A-87, "cost Prlnclp)'ee for slqte and Local Government'B't
b.A-lo2,"UniformAdgrinietrativeReg-uirementaforGrante-in.Aidto
state and Loca1 Governnenta'"
c. A-128, 'Audit Requireoente for State and Local Governmenta"
31. APECr& PROVIsroNs, (slBrE)t
a.CoNTRoLLERSAPPROVAI:ThlsAgreementehallnotbedeemedvalid
unril it aharr rri"I-i""" [!ro.,ea-uv-tr," c5ntrofler of the state of colorado
or such aseietani i"-t"--.ii-a""i9r,I{."I"-T;i;-;;;t'i"iot' is appricab}e to anv
;;t;;;";-i.,ror"i"s-ptvt""i of monev bv the state'
b" FUND AVArLABrLrry: Financial obligatione of the state payabre
afrer rhe currenl'ii"l" iit."f y"ir--iie conting6nt upon funde for that purPo'e
being appropriat"ai-i"ag"t"a-""1 otherwiEe made available'
c.DISCRIHINATIoNANDAFTIRXATTVEACTION:Thepartieeheretoagree
to comply wittr tieir-ittp""ti"e anti-digcrillnation Iawe'
32. OENERNL:
a. Any provieion of thla Cooperatlve Agreement rendered nul} and
void due to "o.iiili""iir,-Irr.-iu"t-"i t'he rederal''go*'"t*ttt or the state of
colorado and rulee and regrulatlons igeued pursuant thereto wlll not lnvalldate
the remainder of this cooperatlve-ali;;;;"1 to the extent lt' la capable of
execution urithin $;-";f;i;.f i"i""i-of tn" partles without euch provieion'
b' At all tiroea durlng the performlnce. of tbe Cooperative
Agreement, rhe p"iii"" "fr"tt ,.ri.tly adhere to al} applicable Federal and
state lawe, rulea, and regrulation" ii''"t have been or may hereafter be
establ ished.
aignatorles hereto aver that tlrey are fami)'iar with Section
(Brlbery ana coriupt Influenceel and Section 18-8-401' etThe
aeq.,
c.
et
t
o
18-8-301,
L7 o
o a€g., (Abuee of public officeviolation of euch proviaione
Upper Colorado Region
Bureau of Reclamation
c.R.s. (1978),
preeent,
BY:
Sta e
),
1e
Replacement Vol., and that no
d. The Ei.gnatorree aver that to thelr knowledge, no state orPederal' emp)'oyee has a pereona)' or beneflciar interest ln the eervice orprop€rty described herein.
rx wrrlrEss WEEREoP, tba partl,cr borsto bavo crecuted tblr cooperativeAgrce&eDt ar of thc first date yrittcn abovo.
"}tE UNI?ED STATES OF AXERICADepartment of the Interior
3-7.rr)BY:
D
1\,e
STATE OP COLORADO
Roy Romer, Governor
or, D a sand Outdoor Recreation, forthe Executlve Dlrector of theDepartment of Natural.
Resourcee and on behalf ofthe Board of parks andOutdoor Recreation.
STATE OF COLORADO
APPROVAI,S 1.^::
,,'.rr oONTROU F.ti
'- l;rOFl
/'t/tr
er 0o e//4-
STA
8Y:
GENERAL
ASS ISTANT A'ITONIJ EY C i i.I l-EGAI S-[:tr\rraFq
LI?
o 18
i
o United States Departrnent of the Interior
I]LIREAU OF RECLA Iv,,AI.I o N
tJppcr Colorado Regional Olfice
125 South Stare.Srreet. Roonr 6107
Salt l..ake ('iry. Utah l(4 ll8- l 147
APR I 0 2t]0/
TAKE PRIDE'TNAMERtCA
o
tN nt:rD'IaILR 111
uc-826
ADIVI- t3.00
Mr. Kurl Mill
Cr:lorado Statc Parks
West Itegion Office
361 32 Road
Clifton CO 81520
Illrclosure
subject: Modiflcatiorlx.cr .o{f ro cooperarir,e Agreenrenr No. 4-FC-.10-l6lg0 ibr planning,
Design. and Rehabilitation oithe Recreitional Facilities at Five Westem ColoradoRcscr'oirs: crau'rbrd. vcga, Navajo, Itifre ciap. a,d pao,ia
Dear lr{r. Mill:
Erylo^t:{ is^a-signed original o1'the-subject N{odification. 'l'hc r,alue ol'this Agrecn:ent rcnrainsat 530'006,251 '89' I'he tluration o1'thisgrecnrent is cxrended rhrough p...,,iul.-ji. :oos ,oallorv for completiorr of the project
I1'l'ot't hare'arty questions. plcase conlacl nre at 80 I -524-3727. wc appreciilte vour co;tinuetlsupport fbr this project.
Sinccrclr,.
Mel-vnda Ilohcrts
Grant Specialist
Mr, Ir{ikc Lcak
Re"creation Rclrabi I itation prosratrr
PO Ilox 56
Clifton CO 81520 lu,icncl)
a
7-227$(A2Ozi
B!'Ba! o{ R!clSmalron
UNITED STATES DEPARTMENT OF THE INTERIOR
BUREAU OF RECLAMATION
MODIFICATION OF ASSISTANCE AGREEMENT
o
OF
o
3a. AGREEMENT NUMBER
3b. AGREEMENT DATE
4-FC-40-161 80
August 22,1994
2. TYPE OF AGREEMENT
i i c8Al/r
T X I COOPERATIVE AGREEMENT
1. MODIF'CATION NUMAER
045
5. REC|PiENT (|tAM6, AODRESS, TELEPHoIjE)
State of Colorado
Division of Parks and Recreation
1313 Sherman Street Room 618
Denver CO 80203
{. /ssu,Arc OFFTCE (NAME, AO0R6SS]|
Bureau of Reclamation
Uoper Colorado Region
tii Soutn State Street. Room 6107
salt Lake city uT 84138'1147
7. RECtPtENf PROJECT MANAGER (NAME, ?cODFESS, TELEPHONE'
EilAtL)
Mr- Kurt Mill
Colorado State Parks
West Region Office
361 32 Road
Clifton CO 81520
(e70)
6. ADMINISTRAflVE PONT OF CANTACT (NAME, AOORESS' TELEPHONE' E'
MAIL)
Ms. tr4elynda Roberts
Bureau of Reclamation
Uooer Colorado Region
t2S Soutn State Street, Room 6107
salr Lake city UT 84138'1147
(801) s24-3727
g. EFFECTIVE DATE OF MOOIFICAT'ON
See block 't 8a
10, COMPLETION DATE OF AGREEMENT
Decembsr 31, 2008
8. TECHNICAL REPRESENTATIVE (NAME, AODRESS, TELEPHONE'
E-MA|L)
Mr. Kent VanRoosendaal
Bureau of Reclamation
Western Colorado Area Office
2764 ComPass Drive, Suite 106
Grand Junction CO 81506
{970) 248-0658
11, THIS SUPPLEMENTAL AGREEMENT IS ENTEREO INTO PURSUANT TA AUTHORITY OF
Secton21.I'IODIFICATIONSOFAGREEI\4ENTottheoriginalagteement
ll modifies the above'numbered assrsrrnce agree ment as sel torth in Block 3'
,3. REQU/S'I'OI/ NUMBER
11, ACCOUNTINA AND APPROPRIATION DATA
12. FI]NOINGINFORMATION RECIP'ENT/OTHER RECLAMATION
rHts oBLlGATtor,r $ -0- $ -0-
pREvtous oBLrGArtoN $'14'064,974-00 $1 1 ,615,18'1 '89
faTALOBL'GAT]ON $14,650,000.00
COST SHARE RAT'O 50
91 1,61 5,181 .89
% 5Q "/o
lS.DESCR]PTIONOFMODtFlCATtoNlAttachadditicn?tpa7esiloeeded)
The purpose of this modificalion is lo extend the duration of the Agreement
Excep, as provided herein, all tems and conditlons ol the documenl rcferenced in Bloch 3, as herelolorc changed'remain unchanged and in tull lorce ancl eftecL
16. RECfl?IENT IS ' ,S flOI X . REOIJIRED IO S'G/V THIS DOCUMENT AND RETURN COPIES TO THE ]/SSUING OFFICE.
18a. Acceptance o! this Modtfication in accordance wilh the terms
and conditlons canlalned herein is hereby made on behaf al
'heUnir€d Slares ol America, Eureau of Reclamalion
2a7DATEAY
1 7 a. AccePtance al thi s Modification in accordance wilh the tefins
and conditions coilaained hercin is hereby made on behalf of the
above-named reciPient
SIGNATURE NOT REQUIRED
DATEBY
18b. NAME OF GRAlrrS A/vD COOPERATTVE AGREEMENTS OFFICER (Tvpe
ot pnnl)17b. NAME, TITLE, ANO TELEPHONE NIJMBER OF SIGNER (1YI,E OT PT!N!)
t' Addiliona! signatures are anached
vS /NC HEREIN
o
MODtFtCATtON NO.045
COOPERATIVE AGREEMENT NO. 4.FC.40.16180
-1:ryJItE.CooperativeAgreementforPlanning,Design,andRehabilitationoftheRecreational Facilities at Five Western Colorado Reservoirs: Crawford, Vega. tiavaio, Rifle Gap, and paonia.
2' PURPOSE. The purpose of this Modification is to extend the duralion of the Agreement.
. 3' DESCRIPTION OF.THE CHANGE. The purpose of this modification is to extend the duration ofAgreement through December 31, 2008, per your letter dated fularch 8, 2007. This is a unilateraladministrative aclion and does nol require your signature.
4' ADJUSTMENT lN AGREEMENB.!EE, There is no change in lhe vatue of the Agreementmadebytnisffi
FUNDING HISTORY TO DATE
000.00
900 000 900 000.00
900 000.00 900 000.00
22 043.00 521 00.00Mod. No.032 10 000.00 000.00
It4od. No.033 900,000.00 900 000.00
Ir4od. No. 034
900 .00 000.00Mod. No.036 447,974.00
026.00
1
1
lnstrument Reclamation
Cost Share
Credits State Cost
Share
Credits Obligation
Oriqinal $300,000.00 .00Mod, No.001 605.000.00 605,000.00Mod. No.002 820 000.00 820,000.00Mod. No.003 199,500.00 199,500.00Mod. No.004 977,000.00 977,000.00Mod. No. 005 1,537,000.00 1,537,000.00Mod. No. 006 3s0,000.00Mod. No. 007 666,475.00
Mod. No,008 800,000.00 800,000.00Mod. No. 009 850,000.00 850,000.00Mod. No. 010 340,000.00 340,000.00Mod. No. 01'1 395,090.00 710,000.00 90.001105Mod. No.012 1 ,290,189.00
Mod. No.013 1,000,000.00
Mod. No.014 s70,924.00 570,924.00Mod. No.015 1,200,000.00 600,000.00 1,800,000.00Mod. No. 0'16 163,803.00
Mod. No.017 600,000.00 600.000.00Mod. No. 018 1,600,000.00 210,78',t.00 1,600,000.00Mod. No.019 900,000.00 900,000.00Mod. No. 020 900 .00 900,000.00Mod. No.021 129,000.00 129,000.00Mod. No.022 600,000.00 900,000.00 1,500,000.00Mod. No. 023 297,000.00 214,031.00 900,000.00
Mod. No
1 197 00
6.000.00Mod. No.025 i 000.00 900 000.00It4od. No. 026 1,600,000.00 i 1,600,000.00
200,000.00
00
200 00
192 I
1,521 000.00Mod. No.031
No. 027
It4od, No. 029
N4od. No
No. 030
-501 ,332.1 1
Mod. No.035
lr4od. No. 037 217,061.00
Mod. No.038 585,026.00
Mod. No 039 '143,083.00
Agreement No. 4-FC-40-1G180
407 974.00
58
Mod. No.040 206,000.00 2At ,000.00
Mod. No.04'l 44,297.00
Mod. No.042
Mod. No.043
Mod. No.044 16,198.00
Mod. No. 045
Totals $11,61s,181.89 $3,391,070.00 $14,650,000.00 $350,000.00 $30.006,2s'1.89
t
5. ADJUSTMENT lN AGREEMENT Tlt1,4E. The duration of this Agreement has been increased by
'1 2 months frorn December 31 ,2007 lo December 31, 2008'
I
,)
AgreemenE No. 4-FC-40-L5180
o
O
AppeNolx G
Tecu N rcau Spect FtcATroNso
o
o
o
TABLE OF CONTENTS
COLORADO STATE PARKS
RIFLE GAP RO BRINE EVAPORATION POND IMPROVEMENTS
TECHNICAL SPECIFICATIONS
Section 01010- Summary of Work ,..
Pages
Section 013O0 - Submittals
Section 01 31O - Construction Schedules............
Section 0132O - Product Delivery, Storage and Handling..
Section O22OO - Excavation and Embankment ..
Section 02221 - Trenching, Backfilling and Compaction
Pages
Section 02255 - Dust Suppression
Page
Section 02560 - Brine Water Distribution System........,
Pages
Section O27OO - Finished Grading and Restoration.............
Section 02776 - PPR Geomembrane Liners...
Section 02821 - Revegetation - Seeding, Sodding, Hydroseeding .
Section 02825 - Tree Relocation and protection...........
Pages
4
,.4 Pages
..3 Pages
..1 Pages
7 Pages
,...8
1
7
...2 Pages
.16 Pages
5 Pages
.........5
o
o
o
sEcTtoN 01010
SUMMARY OF WORK
PART 1 . GENERAL
1.01 WORK COVERED BY THE CONTRACT DOCUMENTS
A' This project will expand the evaporative pond system that evaporates thereverse osmosis water treatment reject water for Rine Cap State'pa*. fnisproject wiil consist of the creation orfive.(5) new ponds (A, B, c, D and E),distribution piping and some existing pond iepa ir wirk.
B' ln general the work of this project includes the creation of five (5) new ponds,excavation, embankment, compaction, geomembrane riner instailation,distribution piping and emergency overflow piping. In order to construct thedistribution pip.ing.to supply the new ponds ifre C-ontractor will be required tocoordinate and schedure work with the on-site maintenance emproyee.
C' The exact location and elevation of the existing reject water line is unknownand will need to be field located and verified. it'l"
"onnection must be madeat an erevarion h.igh enough to provide gravity frow to the first pono A.- RonoA is to be the only pond that has its e_mJrgen"y or"mo* connectinf back intothe 4" pvc sDR 35 brine water distribution rinL, atiotner ponds ,r"-to nrr",6" overfrow rine that flows into the down st;;; -pond,
as shown on thedrawings. pond E is to have a 6" emerg"ncy ov"mtw that is to dayright onthe north side of the ridge as shown on t6e drlwings. pond B is to also havethe inlet for a future overflow from a future pono cinnected into the liner andstubbed out and capped, as shown.
D' There is a portion of the work that is related to repairs of the existing ponds.There are minor punctures and tears near the tops of the existing pond liners,there is an estimaled q.uantity for this in the bid scheJule for oidd'ing purpo.",but the amount of work will -have
to be field verified. The southern banks ofthe two existing ponds will be raised within tls prolect. The liners shall bepulled back and the banks built up as shown on'the drawings. The existinglinershallbe re-laid and anchored in a similarfashion as the new liners.
E' clearing and. Grubbing: .All inorganic debris (i.e.: fire rings, picnic tables etc.)on site is to. be .collected and pilLd in an owrveC approveo on site location.Contractor is NoT to remove any trees with oui authorization from theowNER or ENGTNEER, or as specificaily indicated on the drawings. A1brush and grass vegetation to be rotor-tilleo into toproil with a orusn-n"og anothen topsoil to be stockpiled in approved on site location for OWNERS use atother times.
F. At all times, except perhaps when connecting to existing piping, the waterplant sha, have a pond avairabre for reject watEr oispo"ar.
l:\2006\2006-525 state parks-Rifle\2008 work\specs oNL\ 01olo.suMMARy oF woRK.doco
01010-1
1.02 CONTRACTOR'S RESPONSIBILITIES
o
o
A.supervision - The CoNTRACTOR will supervise and direct the work' He
will be solely responsible for the means and methods, techniques, and
p,oced,res.ofconstruction.ThecoNTRAcToRwillemployand
lirintrin on the work a qualified supervisor or superint"Eq$ who shall
n,,"beendesignated,inwritingbythecoNTRAcToRandthe
CONTRACTOR's representative aiths site. The Supervisor shall have
fullauthorityto,"tonbehalfoftheCoNTRACToR,andall
communications given to the supervisor shall be as binding as if given to
the ooNTRACTOR. The supervisor shall be present on the site at all
times as required to perform adequate supervision and coordination of
ine *ort. Tire Supervisor shall not be changed except with the consent
of the ENGINEER, unless the supervisor has proven to be unsatisfactory
to the CONTRACTOR and ceases to be in his em ploy'
B. Subcontracting:
1. The CoNTRACTOR may utilize the services of specialty
subcontractors on those farts of the work which, under normal
contractingpractices,areperformedbyspecialtySubcontractors.
2. The CoNTRACTOR shall not award work to subcontracto(s) in
",.","ofseventy(70%)percentoftheContractPricewithoutprioi *riti""rppror"i of the OWNER (Colorado State P arks).
3.TheCoNTRAcToRshallbefullyresponsibletotheoWNERfor
i.*gnE'1ffi il#,;1*1,1:ff
irrs;lrr;#rilr^"iT;:
4,TheCONTRACToRshallcauseappropriateprovisionsto.b"
inserted in all Subcontracts relative to the work to bind
subcontractors to the CoNTRACTOR insofar as applicable to the
work of Subcontractors and to give the CONTRACTOR the same
d;"i as regards terminating iny sulcontract that the OWNER
[rv "*"i.ir"" or"," the CoNT-RAiron under any provision of the
Contract Documents'
5.NothingcontainedinthisContractshallcreateanycontractual
relations between any Subc ontractor and the OWNE R'
C. SafetY and Protection
1. CONTRACTOR shall be responsible for initiating, maintaining and
,rp"ri"ing all safety pre"auiiont and program s in connection with
tne *ort<. bOflrf nnCTOR shall take all necessary precautions for
in" triuty of, and shall provide the necessary protection to
prevent damage, injury or loss to:
l:\2006\2006-525StateParks.Rifle\2008Work\SpecsoNL\^ololo.SUMMARYoFWoRK.doc
01010-2
o
o
o
All employees on the work and other persons who may beaffected thereby;
All the work and all materials or equipment to beincorporated therein, whether in storage on or off the site;and
Other property at the site or adjacent thereto, including, butnot limited to trees, shrubs, lawns, *rffi, pu*ments,roadways, structures, and utilities not OesilnaieO forremoval, relocation or replacement in the -course
ofconstruction.
2' coNTRAcToR shall comply with all applicable taws, ordinances,rules, regulations, and orders of any public body havingjurisdiction for the. safety of persons or property or to protect themfrom damage, injury oi loss; and shall erect and maintain allnecessary safeguards for such safety and protection.
D. Contractor's Use of premises
'l' oWNER controls all lands upon which the work is to take place.The CONTRACTIR. shall not enter upon private property for anypurpose without first obt{ning written permission. n
"o6v of thedocument giving coNTRAC-Ton permission to
"nt"l'privateproperty along with all terms oi tf,is ,gr""r"nt -sfrlll
betransmitted to the
. OWNER prior- to -entering prop"rty.coNTRACToR sha, be responsibte ror tne preseriatiJn of a,public and private property, trees, fences, monuments,underground structures, etc., on and adjacent to the siie ano sr,alluse every precaution neces-sary
, to prevent damage or injurythereto. He shail protect carefufly from'disturb"n"" or"J"rage, ailtand monuments and property iorn"o -*tir ;; ;,ioiil"o't"g"n,has witnessed or otherwise reierenced-their location, anJ snail notremove them untir directed. He shail ue ,eipon.iure
'it,
,rrdamage or injury to property of any character resulting from anyact, omission, negrect or miiconduit in rris or any sr6""ontrr"toramanner, or method or executing said work, due to this or anySubcontractor's non-execution oisaid work, or at any iir" Jr" todefective work or materiars, and said iesponsibirity sha, not bereleased untir the work shail have been compreted and warrantyperiod expired.
2' The CoNTRACToR shall be responsible for atl utilities requiredfor construction at no cost to the OWNER.
3' n'l"g::.uU sanitary conveniences for the use of project personnershall be properry secruded from pubric observation and sha, be
l:\2006\2006-52s Srate parks-Rifle\2008 work\specs oNL\10i01 0.suMMARY oF woRK.doc
01010-3
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1.03
erectedandmaintainedbytheCoNTRAcToRatsuchpoints
accePtable to the ENGINEER'
CONSTRUGTION OBSERVATION
A.TheoWNERandENGINEERwillsupplyconstructionobservation
servicesasdescribedinthesupplementavco{rlons.observationwill
be provided ai no additional cost to the CoNTRACTOR between the
hoursofT:00a.m.and6:00p'm'(orsuchhours.aspreviouslyagreedto
during tne preconstruction Meetinj lolJ9-3"9"!.lenJto) hours per day'
Monday tnrorgh FiiJay, exctuoing- owNrn's. holidays. Any observation
time requireJiutsiOe ot tne anoie indicated hours will be billed to the
coNTRACTbn, o, *itnheld from payments due the coNTRAcToR, at a
rate of f.S times the ENGINEEiI'; billing rate for observation plus a
twenty (20%) percent administrative charge'
1.04 OWNER FURNISHED MATERIALS
TherearenooWNERfurnishedmaterialsonthisproject'
1.05 MAINTENANCE OF ACCESS
A.Thereisnorequirementtoprovidethroughaccesspastthe
tocation of pond E. Access io the water tieatment facility and
storage tank is to be maintained at alltimes'
END OF SECTION
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010104
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sEcTtoN 01300
SUBMITTALS
1,OO GENERAL
'l'01 Requirements lncluded. The contractor shall submit to the Engineer for approval altsubmittals required by the Generalconditions ano tnese ip".iri.rtion sections. submittalshall besubmitted on following form 01300_4.
1'02 lnsurance certificates. Refer to General conditions for submittal requirements. Submitupdated certificates as necessary to verify current coverage.
1'03 schedule of Values. Refer to General conditions for requirements. where payment is tobe based on unit bid prices, correlate schedule of values with Divisions and sections ofspecifications' unless othenarise approved by the ingin""r. lf separate payment is to berequested for materials suitably stored but not installed, .lgr"grt" delivered costs from installationcosts, including overhead and profit.
1 '04 construction Schedule. see section 01310 for construction schedule submittal details.
1.05 Shoo Drawinos. Supply as required or as necessary.
1.06 Project Record Documents.
A. Maintenance of Documents.
1' Maintain at job site one record copy of contract Drawings, specifications,Addenda, approved shop Drawings, change orders, other modifications tothe contract, fierd test records, a-nd other approved documents submittedby contractor in compriance witi"r specification requirements.
-
2' Maintain documents at the project site apart from documents used forconstruction. Do not use record documents for construction purposes.Maintain records in crean, regibre condition. Make documents avairabre atall times for inspection by the Engineer and/or Owner.
B' Recording. Label each document "PRoJEcr REC)RD Copy,in two-inch highprinted letters' Keep record documents cunent. Do not permanenfly conceal anywork untilrequired information has been recorded.'
1' contract Documents. Legibly mark most appropriate drawing to record,where applicable:
a) Depths of various elements of foundation in relation to first floorlevel.
b) Horizontal and vertical location of underground utilities anda ppu ft ena nces refe renced to pe rmanent s urfac-e improvements.o
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c)Locationofinternalutilitiesandappurtenances.concealedin
construction,
'i.t"r"n""d to visible inO accessible features of
structure'
d)Fieldchangesofdimensionanddetailmadeduringconstruction
process.
e) Changes made by Change Order or Field Order'
0 Details not on originalContract Drawings'
Specifications and Addenda' Legibly mark up each section to record:
a) Manufacturer, trade name, catalog..nu.'?1 and supplier of each
product and item of equipment actually installed'
b) Changes made by Change Order or Field Order'
c) Other matters not originally specified'
Submittal.
a)Atcompletionofproject,deliverrecorddocumentstotheEngineer.
b)Accompanysubmittalwithtransmittallefter,induplicate,containing
date, project tifl" ;;a number, contractor,s name and address, title
and number- oi eacn record document, certification that each
documents has been prepared and approved by either the
Contractor or his authorized representative'
End of Section
(See Form O13OO-A, SubmittalTransmittral Form attached)
2.
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I O13OO.A SUBMITTAL TRANSMITTAL FORM
SubmittatNo:
SUBMITTAL TRANS MITTAL
Section:
t
Description:
-B
We are sending you: Attached
Under separate cover via
Submittals for review
"nOProduct data for information only
Remarks:
#J:i#1i-ffiexceplions taken; MCN=Make corrections noted; A&R=Amend & resubmit; R=Rejecred,
Attach additional sheets if necessary.
Contractor
Certiff eitherA or B:
-A
we have verified that the material or equipment contained in this submittal meets all therequirements, incruding coordination with air rerated *"*, ,p""iReo 1no exceptions).
we have verified that,the mate-rial or equipment contained in this submittat meets all therequirements specified, except for the atiacneo revisions.
&.Deviation
OWNER:
Contractor/Engineer
PROJECT:
Engineer/Contractor
CONTRACTOR:
Item Copie
S
Dat
e
Sectio
n
No.
Description Revie
w
Action
Review
er
lnitials
Review
Comments
Attached
I
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Certified bY:
Contractot's Signature
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o sEcTtoN 01310
CONSTRUCTION SCHEDULES
1.01 GENERAL
A.
D.
B
within ten (10) days after EFFECTVE DATE oF AGREEMENT or by the pre_construction conference, the coNTRAcroR .n"rr pr"p* and submit to theENGINEER estimated .construction progress scheduies for the work, with sub-schedules of rerated activities which are'essential to the progr"r, of the work.
Submit revised progress schedules as follows:
1. weeklv: submit a two week schedure depicting items of work and generarlocations for the two weeks succeeding t,e oaje oisuLmittar. Needs fromowner (submittar reviews, constructi5n staHn!,-etcy shail be incruded.This may be.in the form of a spreadsheet an'd shir contai, ;6;;t"detail to provide clear vision to all of the intenoeJ worr. The ResidentProject Representative shall be notified of variations from this scheduteas soon as known and no rater than th.e. m.orning of the effected cnanje.It is important to coordinate the work with the onlsite water plant operatorand to keep him/her apprised of the work as it affects the prant.
2' lr/ronthrv: with ,each progress payment request, submit an updatedprogress schedule as detailed herein. Failure to submit tris ubJaGJprogress schedule. or providing a progress schedure that does notrepresent the true status of the project as-determineo oy tne owner, shallbe grounds for a determination thit no further progr""" payments are tobe made untir contractor is in fu, compriance with this section.
owNER. may require coNTRAcroR to add to his prant, equipment orconstruction forces, as wefl as increase the working ;Jr., if operations fa1behind schedule at any time during the construction period.
Related Requirements S pecified Elsewhere.
a
c.
1.
2.
3.
General Conditions.
S upplemental General Conditions
Standard Speci fications.
E. AdditionalRequirementsSpecifiedElsewhere.
1. Measurement and payment: General Conditions2. Summary of Work: Section 01010.
1,02 FORM OF SCHEDULES
A' prepare schedures in the form of a horizontar bar chart.
1 - provide separate horizon tar bar toi *"n tr"de o r operation.2. Horizontar time scare: rdentify the riist work day of each w eek.3' scale and spacing: To allow spu"" r* nttrtions and future revisions.4. Maximum sheet size: 24,, x 36,,.
r:\2006\2006-525 Srare parks-Rifleu,.8 work\spe* 0NL\40l3locoNSTRrJCTrON SCHEDULES.d'.
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01310-1
Construction Schedules
B. ComPuter generated schedule'
Network analysis system may be utilized in lieu of bar chart'
C. Format of Listings'
The chronological order of the start of each item of work'
I.O3 CONTENT OF SCHEDULES
A. Construction Progress Schedules to include:
1. The complete sequence of construction by activity'
2.Thedatesforthebeginning,andcompletionof,eachmajorelementin
each major area of construction'
3'Projectedpercentageofcompletionforeach,item,asofthedateonwhich
each schebuled Application for Payment is due'
4. Complete projected progress payment schedule'
Products Delivery S chedule'
Showdeliverydatesforallmajoritemsofmaterialandequipment.
o
B o
1. CriticalPath ltems
2. Work Times: the planned time for the work to include:
A. number of work daYs Per week'
B. Number of shifts Per daY'
C. Number of hours Per shift'
Attheowner,srequest,theContractorshallupdatetheMethods
statement, or any irrt in"r"ot, and submit it with the next monthly
schedule uPdate.
1.04 PROGRESS REVISIONS
A. lndicate progress of each activity to date of submission'
B.Showchangesoccurringsinceprevioussubmissionofschedule'
1. Major changes in scoPe'
2.Activitiesmioitieosinceprevioussubmission'3' nl,is"O projections of progress and completion'
-
4. nevisioni to projected progress payment schedule'
5. Other identifiable changes'
C. Provide a narrative report as needed to define:o
|:\2006\200&525 Stale Parks-Riflev008 work\Sp6 oNL\ 013tO coNsTRL'cTloN SCHEUI|'ES'&G 01310-2
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1' Probrem areas, anticipated derays, and the im pact on the schedure2. Corrective actron recommended and its effect.
1.05 SUBMISSIONS
1.06 DISTR!BUTtON
A.submit initiar sched,]11 yitni ten (10) days after effective date of Agreement,preferably at the pre-construction ,Jeti'ng.
1' ENGTNEER wirr review schedures and return review copy within ten (10)- days after receipt.2' lf required, resubmit within seven (7) days after return of review copy.
submit revised progress schedures with each Apprication for payment.
Number of copies required at each subm ission:
1' The numberof opaque reproductions required by the coNTRAcroR
E,,H,,I"JI_14)
copies which *irr be ,"Lin"o Zr'oirtriurt"o by the
2. Do not submit fewer than five (5) copies.
B
c
o After review, ENGINEER will distribute copies of schedules to:
END OF SECTION
Two (2) copies to OWNER.
9n" (1)copy to Resident project Representative.
9n" t.t_l copy to be retained in er.rCiNeiH,s Rte.
,"ff#r)"::py to coNrRAcroRiol" l"pt on fite at coNrRAcroR,s
5' Remainder to coNTRAcroR for his distribution following modifications ifrequired.
Schedule recipients *]rl.l".pol prompily to ENGTNEER and coNTRAcroR, inwriting, any probrems anticipateo ov i[" prqections show n on the schedutes.
A.
1.
2.
3.
4.
B
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l:u006u00602s state parks-Rifleu@8 wort\spe* oNL\ 01310 coNsrRL,cTroN scHEDULES.doc
01310-3
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sEcTloN 01320
PRODUCT DELIVERY, STORAGE AND HANDLING
1.OO GENERAL
A.Thecontractorshallprotectthelinerfromdamageand/orabuseatalltimes
RELATED REQUIREMENTS
A. GeneralandSupplementaryConditions
PRODUCTS
A. Products include material' equipment and systems'
ComplywithSpecificationsandreferencedstandardsasminimumrequirements.
1.01
1.O2
1.04
B
1.03 TRANSPORTATION AND HANDLING
Storeloosegranularmaterialsonsolidsurfacesinawelldrainedarea;prevent
mixing with foreign matter'
END OF SECTION
A.Transportproductsbymethodstoavoidproductdamage;deliverinundamaged
condition in manufac[urer's unopened containers or packaging, dry'
B. Provide equipment and personnel to handle pro ducts by methods to prevent soiling
or damage.
c.Promptlyinspectshipmentstoassurethatproductscomplywithrequirements,
quantities ,r".oti"ti, and products are undamaged'
STORAGE AND PROTECTION
A'storeproductsinaccordancewithmanufacturer,sinstructions,withsealsand
labelsintactandlegible.Storesensitiv'eproductsjl-Y'::.n"nightenclosures;
maintain within temperature and humidity ranges required by manufacture/s
instructions.
B. For exterior storage of fabricated.products, place on sloped supports abo ve
ground. Cor"i'pr"oOucts subject 6;;bri";;tion with im pervious sheet covering;
iroriO" ventilation to avoid condensation'
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c
D Arrangestoragetoprovideaccessforinspection.Periodicallyinspecttoassure
products are undamag;;' '"d;; maintained under required conditions'
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osEcTloN 02200
EXCAVATION AND EMBANKMENT
1.03
1.OO GENERAL
l.Olscooe.worktobeperformedunderthissectionshallincludealllabor'equipment'
materials and miscellaneous items necest* t" ;grfo* all.clearing and grubbing' excavation'
backfilling, compacting, testing an.d retatJ'*or[ not specified eliewhere' as shown on the
DiJwingJ ;nd requirei'bv the Specifications'
1.02 Related Work Specified Elsewhere'
Section 02221' Trenching, Backfilling and Compaction
Field Conditions.
A'ExistingUtilities'Undergroundutilities,exceptservicelines,knowntothe
Engineer nare u"en snoiln on th;-'b;;;ings. 'Locations are approximate only
and may pror" io 6" inaccurate. fne Contrictor is responsible for verification of
the existence, location and protection of att utilities within the construction limits'
Before commencing with work, the contractor shall notify all public.and. private
companies who may have utilities;',ili;th" proje-ct limiti. The Contractor shall
coordinate with these entities ail excavation'performed. The contractor shall
obtain all permits required by utility owners'
ln the event of damage to any existing utility, the. contractor shall be solely
iesponsiote roitne Lprir and payment for repair of all such damage.
The contractor shall make arrangements for and. pay all costs for relocation of
utilities requiring relocation as "indicated on the Drawings' Should utility
obstructions, not shown on the Orr*inls, be encountered and require relocation'
the contractor shall notify the ilil and the Engineer.. and .shall make
arrangemeniJ'n"""r"rrv for sucn r"io.ution. The owner shall pay the costs for
such relocation'
B'Existinglmprovements.TheContractorshallrestoreorprotectfromdamageall
existing improvements encountered in performance- of the work' lmprovements
damaged as a result of this worf inatt be restored to original condition or better'
as determined bY the Engineer'
Adjacent property shall be protected by the contractor from any damage' The
contractor shall be held solely tiante t6r any damage- to adjacent property and
shall be t."rponriOfl for all cosis resulting from repair of such dam age'
c. soil conditions. lt shall be the responsibility of the contractor to examine soil
conditions and characteristics, including the presence of groundwater, that will be
encountered within the limits of construction'
02200-1
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B' sheeting, shoring and bracing as required. Except where banks are cut back ona stable slope, provide and maintain rn""ting,'snorinj ,ni'l["irg systemsnecessary to protect adjoining grades and structures froni.uring, rrioing, erosionor other damage, and suitable forms of fiolection against bodily injury, all inaccordance with appricabre codes ano gorSining authorities.
Remove sheeting and shoring systems as excavations are backfilled in a mannerto protect the construction or other structures, utilities or property. Do notremove any sheeting after backfilling.
sheeting and shoring systems shall be structurally designed and sufficienflybraced to provide ne-esiary restraining of retained backfill. prior to installationof such systems, methodi of instattZtion'lno materials proposed shall bediscussed with and approved ov g"giru"i All systems shall be in strictcompliance with local, state and reoerai.ur"tv regulations. contractor is solelyliable for non_com pliance.
c' Site Drainage' Excavation to be protected from surface water drainage at alltimes' At no time shall excavated area ue;ttoweo to fill with storm water runoff.contractor shall provide proper, temporary drainage structures at his cost todetour runoff from excavated areas.
1'05 Blasting' (None.anticipated) No bl.asting shall be permittedwithoutwrittenconsentof theEngineer' Blasting :l1l o: cione 6nr/ aner eigine., ,"J"ir". permission from the appropriategovernmental authority(ies). Blasting shallrc plrroir";;;lhy properry ricensed, experienced
I,i:ffi9ffi:fJl;#il"er such th;i;; damase-to ,nv-p,lp"rtv or pe,sons *irr,o..u, due to
contractor shall provide proof of insurance as required by these specifications, the governingauthority or as requirgd oy Engineer oiioi to "ny na"tinj' nti-orrjge as 6e ,""rrt of btastingshall be repaired' at the contrlctor'sEunr", io the sa-tisfaction of the Engineer. All earth orrock loosened by blasting shall ue ,.emorlo from excavations prior to proposed construction.
1.04 Protection of Work.
A. Safety. All excavations shall be
2,OO MATERIALS
protected by barricades , lights, signs, etc. as
t
All materials for construction fills and backfills shall. meet specified requirements for gradationand other factors defi.ning suitability ror ine intended u.".- iliclasses of suitable materiat sha,be free from perishable.-matter, olbris,-fro="n rut"i[r'and stones and/or cemented pieceslarger than permitted by the specifieJ-gr;ortion. crur.m."tioi of materials shall be as follows:
2'01 Excavation' Excavation shall consist of the excavation of ail materials of whatevercharacter required for the work, incluoing surface bouloers.'-ti is not expected that rock wi, beencountered that typical tracked excavato'rs sufficient for the wtrt can,t handte.2'02 Materials for E-mbankment. Emlankment mateiiai srratt consist of approved materialacquired from excavations, hauled and placed in embankm"nt, in reasonably close conformity
02200-2
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3.00
3.01
with the line, grades, thicknesses and typical cross sections shown on the plans or as
designated.
2.03 Topsoil. Topsoil shall consist of selectively excavated' loose' friable loam reasonably
free of admixtures of sub-soil, refuse, ,i*p., roots, rocks,
'brush, weeds or other material
which would be detrimental to the proper J"rurobr"nt of vegetative groMh; topsoilto be free of
any stone or rock gr;ui", than 3" in size.
-nif ioit., brush aid other vegetation to be rotor-tilled
withbrushhogintotopsoilpriortor"rorrl.Alltopsoiltobestockpiled'within0'25miles'
,-#r.t"fy for i-ne ,re of Colorado State Parks at other times.
METHODS AND PROCEDURES
Clearinq and Grubbino.
A. Preservation of Existing Conditions'
TheEngineerwillestablishright-of-wayling.s,$constructionlinesand
designate arr trees, shrubs, ptanG ano ot'her things to remain' The contractor
shall preserve all things designated toi.rrin. Tr,rio junipers located in the Pond
A site are tne-only-treJs ptanied for removaland disposal.
B. Clearing and Grubbing'
clear and/or grub all surface objects including identified trees and other
protruding onstirciions, not OesignZteO to remainl The work includes mowing
and rotor-tilling vegetation into ''ine -ground
.followed by the stripping and
stockpiling of [opsoil. Undisturbed-.iutipt and roots and non-perishable solid
objects wnicn--fi,ili ne a minimum
-ot' t*o feet below subgrade or slope
embankment can remain. rne nJtomi ano side slopes of ponds shall be free
trom protrusions that could damage the pond liners'
C. ToPsoil.
strip topsoil from all areas to be disturbed by construction' Topsoil to be
stockpiledseparatelyt..o,",",,atedmaterialsforusebyColoradoStateParks
at a future date'
g.o2 construction Requirements. The excavation and embankments required shall be
finished to smooth ,nffiitorm *rraces. Materials shall not be wasted without permission of
the Engineer. The Engineer.reserves the rigrtt to adjust grade lines' cut slopes or fill lines
during the Progress of the Work'
3.03 Excavation. Materiar outside of the rimits of excavation wi, not be disturbed. Prior to
beginning excavation operations in a.ny ,tir,'"ff necessary.-clearing and grubbing in that area
sha, have oeen perroirirlJ in ,""ororh"" *itn in"." specificationJ. The contractor shall not
excavate beyond til;ir;;tions and "r",,iions
established' Common excavation shallinclude
all materials of wnatever nature "n"ornt"L--J
in tne work for construction of excavations to the
lines and grades .ulLJior-on the Drawings. lf any. areas are inadvertently over-excavated' fill
such over-excavation w ith embankment m"aterial an-d com pact to required densities'
o
ln those areas upon which a subbase material is required' upon
02200-3A. Tolerances.o
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which are to be placed directly-, deviation of not more than 2 inches shall bepermirted when tested with a t6-toot ;ir;;g;i;l;".' Deviation from grade sha,not exceed 2 inches at any point.
ln those areas where no additional.construction, other than topsoil addition andnative seeding wiil occur, the finished ,ri""""Jril be smooth and sha, notdeviate from grade by more than 0.S f""t "i rry p"iii.
B' Groundwater control' (Nor anticipated from natural sources). Groundwaterencountered.,gr".to broken piping,'improper itorr-*"t.r management or othersources shall be kept out or removed from the exlavations. Alt water removat
ffir:i,'irl',il"Tilil:alurated sub srades ro, colirtrrction snarr oe suulect to
c' Stockpile Excavated Materiat. Excavated material to be stockpiled so as not toendanger the work or public safety.
f,3?5lil,],terial to be sesregated from stock pited topsoit and unusabte backfi1
D' over-excavation' whenever the site is over-excavated more than 0.1,to eliminatepoint bearing by rocks or stones oeneatr propo."o-riirctures, unsuitable materialsorwhen grade tolerances are "*.""d"d, ilre cfniracto, L*to re-establish grade usingclass 1 Backfi, (cDoD section zos 09 : ch;';i."'i;rpaction sha, be ro e5%$.ilf.Y density' All work to re-establish grade ,nr[ u" at the contracto/s
E' Unstable Materials' (None anticipated) Materiars which are not capabre ofsupporting superimposed loadings are defined as unstaule materials. shouldunstable materials be encouriiered . Ourinj -
"r"Jrution, immediately notifiEngineer' lf in the opinion
"i ih; Engineer, inrir[L" .oir excavation is requiredand the contractor could not have. rea.sonably been expected to discover theexistence of such materials ourin.q nis site- inrre'stillt,:on, than a contract price forUnstable soil Excavation shall be- negotiateo oetrieln owner & contracior. Nopayment shail be made for materirrs ;;r;;bJ;rior to notification of theEngineer and negotiation of paym ent for extra work.
F' Rock Excavation' (None anticipated) Rock excavation shall be defined asremoval of boulders in excess oi three rgl cuuic'va]dlor solid or fractured rock,which requires techniques, .r"rr ," brasting or jacking for removar, other thanthose which arg being emprovuj tv tne Lontracto. "o, ,r" normaly used inexcavation, such as use of
-nactnoes, ;;;;"",' dragrines, etc. shourdunanticipated rock conditions be encountered, immediately notify the Engineer.lf in the opinion, of the-.Enginl"i i".t excavation is required and the contractorhad in fact made a dirigerit rno'o.t"rrined effortioiJror" the materiat usingnormal excavation proCedures as staled above ,no in" contractor could nothave reasonably been "rp""i"J-to determine 1n" l*i"t"rce of such materiarduring his site investigation, th;; a contract price for Rock Excavation shall benegotiated between thL contractoiano the owner. -No'payment
shart be madefor excavation performeo prioi tooe termination of a negotiated pr ice.o
022004
Rockshallberemovedtoa4,,depthbelowgrade.lnaddition,allrockloosened
during i,"r.i"g, br,sting,..etc. .r'ii n" rem-oved from the site. For payment
purpo."., maximum..depth tl n" priJior shall.be 12" below required grade' All
over-excavation shall n" ,"pir""o Ls specifi ed. in Subsection 3'03, D'
rncrusion of a bid item.#""fr;[-Eiiivation-iiioi"at"s such excavation is
anticipJieol' to-ntiac1o, to''notifr'L"di;il prioi to any rock excavation; no
pry,
"
l't"Jnar r i6' iii aJ J ioi exciv 5,tion [rior to notification.
G.DisposalofExcessExcavation'Theownershallhavetherighttoelecttohave
theexcessexcavationoisposeoot,t"designatedsitewithintheWorklimits.
Excavation may be wasted on st" only if approved by the Engineer,and shall be
done at the direction of tne-'ingin""r. Disposal in Lny case shall be the sole
responsibility of the Contractor'
3'o4EmbankmentandBackfilljnq:...Do-notbeginembankmentsuntilconstructionbelowgrade
has been approved, u-nderground utility ,vr?r="nrr" u""n inspected, tested and approved and
trash and debris na'e Oee'icleaned f rom the excavation'
Placeapprovedexcavatedmaterialinsuccessiveuniformmaximumlooselayersnotexceeding
B inches for the tuit *iotn of the "rorr-r""tion
in all u""".iiut" areas' Place material in
successive uniform roose rayers not."*"""iing a inches in areas notaccessibre orpermittedfor
the use of serf prop"'ir"J.riers or vinrato-ri. bo not prace fi, on muddy or frozen subgrade, or
,r,tif .rngtude is approved by the Engineer'
Plow,step,orbenchslopedsurfa.ces.steeperthan4:l.onwhichfillorbackfillistobeplacedin
such a manner tnat iiii'ii'ri6r[i_,ryirr ,oeq,IJtEiv"utniri,ii'ri'"iii't-i,.g irria"es. scarifv all surraces
i.ii"t"ir"-ntiidirio a oepth of 6" before fitling'
construct fills and embankments- to .the lines and grades indicated on the Drawings within
ill#;;;; iirteo in section 3'03' A' above'
Usesuitablematerialsremovedfromtheexcavationpriortoobtainingmaterialfromborrow
areas.
where otherwise suitable material is too wet, aerate' dry or blend to provide the moisture
i,b'nt"nt ipecifi ed for compaction'
3.05 comoaction. During placing and/or compacting operations of earth or earth-and-rock
mixtures, the moisture"*r,t.inioi rJt"'iu]t in in" i'V"tt-neing compacted shall be near optimum
and uniform throughout the layer. ln general' maintain the moisture content -of the material
beins praceo uno ",o,ii'u"il=o'*i]ni"
it,'J';;,';,'i* il""iiti"n ,r out"rrined as ASrM standard
D698.
A.CompactionEquipment.Performallcompactionwithapproved.equipmentwell
suited to location ano materiai neing compacted. Use heavy vibratory rollers or
sheepsfoot rollers *n"r""nlulv "qu]p*"ni
is authorized' Do not operate heavy
equipment closer to "trr"trr.i,
lnrn , horizontal distance equal to height of
backfill above bottom of ,tiu.tr* foundation. E o'pu"t remaining area with hand
tampers suitable for material being .orpr"iJ. Place and compact backfill
around pipes with care to avoid damage'
t
o
02200-5
o
a compact fill materials to following densities at optimum moisture content basedon ASTM D698 oTAASHTO T99:
1' strurcture fiil under or within 5,horizontaily of a[ concrete structures:
2. Backfi[ beneath or within s' horizontaily or within the area defined by arine extended at an angre oi lrl oi
"*irting''o,. pripor"d pavements,roadways, sidewarks, cuirbs, utirity trnes, retaining wa, bases, or otherimprovements: 95%
3. Backfillwithin pond berm: g5%
o
B' Jetting'
. Jetting and water
_inundation are generally not permitted methods ofcompaction' The Enoineer may allow jeting under certain field conditions.Techniques including iepth of rirts, ,moui,i'of water to be used, penetration ofhose jet' etc" shall bL at the oirection oitil" ing,n""r. No jetting wi1 be alowedon materials with a 200-minus, gradation-oi gr-""t"r than 15%. bontractor shallpay cost of all water used,.soil ctassitication"testing
.rno "orplcfJn testing anoany retesting or recompaction required. No';!jting".;;il ;;;ffi irior to writtenapproval and direction of the Engi neer.
c' Maintenance' contractor to maintain all embankment in satisfactory conditionduring the extent of the contract ano warrarti period. All surface deteriorationdetermined to be the t".poniLititt;f ffi'6oritrr.to,. and alr setilement shalr berepaired at once by the iontractoi rpon noii"rby the o*n"r. air:Iosts ror repairand all liability as a resutt of surface oeieriJration or setflement shall be theresponsibility of the Contractor.
3'06 Surface Restqr?tion' All existing surface improvements and site conditions disturbed ordamaged during constructrbn to oe ,esioied to a
"onoition-"quat to pre-construction condition.Allrestoration costs are considereo incioentarto excavation ario backfiil.
A' lmprovements' Replac€, repair or reconstruct all improvements as required.
H:'I"}X,#:"?"J:H."d untir '"'io'ri[n"is accepteo uy ensineer and a,
B' Finat Grading' The contractor is to re-establish existing final grade or finish tofinal grades as modified and shown on--n"'-drrwings. The contractor is tobackfill to proper subgrade elevation *itn or"r,iil material to allow placement ofsurface im provem entJ or materials.
c'
ffi:3Y:il";rAll
roadwavs to be restored to originat condition with materiat
c' Green Areas' Place excavated topsoil from the roadway or from pits direcilyupon constructed cut and fill slopes witnout
-ir," ,." of stockpiles wheneverconditions and the progress or "on.iircti;; i,iti purrit.
Do not place topsoit until the areas to be covered have been properly prepared
02200-6
o
and grading operations in the area have been completed'
Placeandspreadtopsoilatlocationsandtothethicknessshownontheplans.
Key to the underlyini ,rt"ri"i by the ur" oi hrrro*t, rollers or other equipment
o
suitable for the PurPose'
erode the toPsoil areas'
Alllooseexposedrocklargerthanthreeinchesshallberemovedfromslopes
that are to receive toPsoil'
See Section 02821, Revegetation - Seeding' Sodding' Hydroseeding'
4.00 QUALITY CONTROL. FIELD
with these SPecifications'
4.OZ Density Testino and Control'
App|ywatertothetopsoilatthelocationsandintheamountsdesignated.Apply
in a fine spray by no;[' or spray bars in ""n "nner that it will not wash or
4,ollnspectionandTestino.ln.sogc}jonandtestingtobeperformedatthedirectionofthe
Engineer. contractoffierate fully with all p"oont-."ngaged in testing' contractor to
excavate "" ,"qr,r"j't;rri;JGsting; coiii""to, tL or"kfirt at- tlst excavations in accordance
A.
B.
c.
ReferenceStandards.Density/mo'rsturerelationsnrqg]1u-ldevelopedforallsoil
types encountered ""tor.O-ing
io ASTM D69B or AASHTO T99'
FieldTesting.Testingfordensityduringcompactionoperationstobedonein
accordance with ASTIii oZgZZ usihg nuclear de nsity methods'
FrequencY of Testing
Engineer.
Frequency of testing to be done at the direction of the
o
D.Retesting.lntheevenloffailuretomeetcompactioncriteria,Contractorshallre.
excavate and re-backfirr at JiLction of Engineer' All retesting to be paid for by
contractor and to o" pertoliei ov r"ir.i"siing firm approved by the Engineer'
4.03 Pavment for Testing. ow1e1. responsible for all costs of initial testing of backfill'
ij".trrmany retesting requir ed'
5.OO MEASUREMENT AND BASIS OF PAYMENT'
See Bid Schedule'
End of Section
a2200-7 o
o
o
1.OO GENERAL
1'01 scooe' work to be performed under this section shall include all labor, equipment,materials and miscellaneous items necessary to perform allexcavation, backfilling and compactionof underground pipelines, conduits, cables and appurtenances.r,o*n on the Drawings andspecified herein. ' ;
1.02 Related Work Specified Elsewhere.
Section 02560 - Brine Water Distribution pipe
1.03 Field Conditions.
A' Existing Utilities. Underground ulilities, except service lines, known to the Engineerhave been shown on the Drawings. Locati o,is ,ie approximate only and may proveto be inaccurate. The contractoi is responsible for verification of thl existence,location and protection of all utilities witirin the construction area.
Before commencing with work, the contractor shall notifi7 all public and privatecompanies w.ho may have utilities within the project limits. The Contractor shaltcoordinate with these entities all excavation p"rforr"d. The Contractor shalt obtainall permits required by utility owners.
ln the event of damage to any existing utility, the Contractor shall be solelyresponsibre for the repair and paym.it for iepair of art such J;r;; --
The Contractor shall make arrangements for and pay all costs for relocation ofutilities requiring relocation as inJicated on tre orllvlng.. S6orid ,i[tobstructions, not shown on the^Drawi ngs, oe encountered and require relocation,the contractor shail notify the owner rio tnu Engin"", and shal m akearrangemenls necessary for such relocation. Tlie owner snarr pay tnJcos ts rorsuch relocation.
B' Existing lmprovements. The contractor shall restore or protect from damage allexisting improvements encountered in performance ortnb wo*.' irprolrementsdamaged, as a result of this work s hall be restored to origina I condition or better, asdetermined by the Engineer.
Adjacent property shall be protected by the Contractor from any damage. Thecontractor shail be held soiely riabre for any damage to adjacent property and shallbe responsible for art costs reiurting from repair of-such d;;;;".
Soil conditions. lt shall be the responsibility of the contractor to exam ine soilconditions and characteristics,
_inciuding the presence of grou ndwater that will beencountered within the limits of construction.
sEcTtoN 02221
TBNCIilFACKHNqND COMRCTTON
Trenching, Backfilling & Compaction
C.
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02221-1
Trenching, Backfilling & Compaction
o
A. Safety. Allexcavation shall be protected bybarricades, lights, Signs, etc., as
requireO'ny goulrning federal, siate and local safety codes and regulations'
B. Sheeting, shoring and Bracing. wherg trench.walls are not excavated at a s table
slope, ti" contra"tor sh all proliio. and maintain support sufficient to prevent caving'
sliding or failure and property or bodily damage. Any damage due to inadequate
supporlshall be repaired at the sole expense of the contractor.
Undernormalconstructionconditions,supportshallberemovedaswork
progresses. Support shall remain insialled if directed by the Engineer or if pipe
does not have sufficient strength to support backfill based on trench width as
oetnejtvlne ineeting. sneeii ng shati not be removed after the start of backfilting'
Use of a movable trench shield or coffin box will not be allowed where pipe strength.
isinsufficienttosupportoact<tittasdefinedbythetrenchwidthafterthetrenchshield
is removed.
The contractor shall be held solely responsible for any violation of aPPlicable safety
standards. Particular attention is called to minimum requirements of OSHA and
COSH (Colorado Occupational Safety and Health)'
c. site Drainage. Excavation to be protected from surface water at all times' At no
time shall excavated area be atLoweo to fillwith storm water runoff. contractor shall
provide proper, temporary Oirln"g" structures at their cost to detour runoff from
excavated areas'
1.05 Blastino. (None anticipated) No blasting shall be permitted without written consent of the
Engineer. Blasting .nuff U" Obn" onty rtteiin6in"e,ecei,es permission from the appropriate
governmentarautnoriiiii"ri.-ei"rti"6 snari [""p"rror*"d only by properly licensed, experienced
individuats and in , ;;;;;.;ch thai no Oamage to any pro.perty or p ersons will,occur due to
either the blast o,. O"Oti.. Contractor shall pr ouiO" pro.ot of insurance as required by these
Specifications, the gor"rning authority or rs- tequ i,ed by Engineer prior to any blasting' All damage
as the result of nf asting-;hail O" i"puir"d, at the Contrattofi expens e' to the satisfaction of the
Engineer. All earth r;;;k tooseneO by blasting shall be removed from excavations priorto
proposed construction.
1.04 Protection of Work'
1.06 Submittals.
Bedding Material
1. -Submit sieve analysis or have Field Engineer approve
Select Fill
i. Submit sieve analysis or have Field Engineer approve
A.
B.
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02221-2 a
o
o
2,OO MATERIALS
2'01 Embedment'ttlaterial' Pipeline embedment materiar shallcomply with the appropriatectasses as risted berow and as irrustraLo in tne consi;;il; Drawings :
A' class A.- Use where improper.trenching or unexpected trench conditions require itsuse as determined by the Engineer.
1' characteristics - concrete cradle foundation,with densely compacted class6 aggregate base backf iil lo 12" aoore1op of pipe, or oeis"ry compactedctass 6 aggresate granurar foundation *iih J;;;;';;";"r to 6,, abovetop of pipe.
B'
;tjfl:*,:*:se for all PVC, DlP, cMP and concrete pipe under normatconstruction
1' characteristics - Densely compacted class 6 aggregate granular founda tionof depth shown on Typiiar Detairs *itn J"nrery;;i;"'; c-irss oaggregate 12" abov e.top of pipe. To,, screened rock shalLnoi be used unlessapproved by the Engineer. contractor m ust notifo engineeiat time of bidthat he would prefeito use %" ,.o"n"0, in writin!. 'e" '--' -r
2'02 select Material', su.uj-qc] to approval by the E ngineer, select material shall be ailowed inplace of the aggrega te baclfitl ror cralsi when excav-ation
"no soil conditions allow, but only ifapproved by Engineer' contractors shatinio p.r"i1";;;',[in class B. tf ctass A or setectmaterialis used, price adjustments snait Oe made.
A' characteristics - soil materials free from rocks, clods, and organic materiat.
2.03 Backfiil Material.
A' characteristic-s - Native materials free from debris, organic matter and frozenmateriar. Uniformry graded sufficient to arow pcu,. Jorpaction.
B' Gradation - No boulders greater than 6-inch diameter in top 12 i nches of backfill.
Generally no boulders greater than,12-inch diameter in rem ainder of trench. Limitednumber of boulders noi exceedinq 24-inch oiam e-ter to be a[owed at discretion ofEngineer provided boulders can b"e uniformly dispersed and will not interfere incompactive effort.
METHODS AND PROCEDURES
Site Preoaration.
A' clearing' Remove alt debris and other miscellaneous structures and materials fromproject site. Dispose of off site. Ail vegetati;-ri.iii.",'.ots, organic matter,except for trees are to rotor{ired into topsoir * itn uir!r,'nog.
B' Topsoir Removar. strip existing topsoir from a[ areas to be disturbed by
Trenching, Backfilling & Compaction
3.00
3.01
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02221-3
Trenching, Backfilling & Compaction
construction.Topsoiltobestockpiledseparatelyfromexcavatedmaterials.
o
3.02 TrenchExcavation'
D
3.03
Limits of Excavation. Trenches to be excavated along lines and grades shown on
theDrawings,oraS,nooin"ointhefieldbythe-Engjneer.Trenchwidthsforpipe
loading to 5e measured 12 inches above top of pipe'
Minimum trench width to be the outside diameter of the pipe or conduit plus 16
inches.
Maximumtrenchwidthtobetheoutsidediameterofthepipeorconduitplus24
inches for alt pipes "i"".oriir *ith outside Jiameter of 24 inches or less' and plus
30 inches for all pipes or conJuits with outside diameters greater lhan24 inches'
lf maximum trench width is exceeded, contractor will provide at his expense' higher
itrensth pipe o*p""ili'tl'o"fnJil;ils;ncrete atthe direction of the Ensineer'
GroundwaterControl.(GroundwaterNoTanticipated)Contractortomaintain
facilities on-site to remove all groundwatetitom'trench and keep water at least 12
inches below tne trenln nottori to a point sutt'l tn't a firm base for pipe or conduit
instailation exists. i".iiiti"r-ir,rtl be'maintained until all backfilling is in place at
least 24 inches above anticipated water levels before water removal is discontinued;
ufi*J", removal shall be subject to approval by the E ngineer'
StockpileExcavatedMaterial.Excavatedmaterialtobestockpiledsoasnotto
endanger the work or public safety'
Backfill materialto be segregated from stockpiled topsoiland unusable backfill
materials.
Precautionstobetakentomaintaintrenchwidthsinthevicinityofadjacentpipelines
and conduits.
Bottom PreParation.
A'UndisturbedFoundation'Wheresoilsaresuitableandhaveadequatestrength,
bottom to oe g;JJ "nJ
nrno-sh;; such that pipe bar rel rests uniformly on
undisturbed soit. Rtt rocks or stonJs, wni"n tn'y'result in a point bearing on the
PiPe, shall be removed'
Undisturbed grades shall be within 0.1 feet t tolerance' soils for final pipe grade
ptaced witnin"inese limits shalt o" hn" gianular (1oo% passing No' 4 sieve) or may
be native materials, hand compacted to 95% maximum density'
B.BellHoles.Materialtoberemovedtoallowinstallationofallfittingandjoint
projections without affecting placement of pipe'
c. over-excavation. whenever trench is over-excavated to eliminate point bearing by
rocksorstonesorwhenundisturbedgradetolerancesof0.l'areexceeded,the
A.
B
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022214 o
a
Trenching, Backfilling & Compaction
a
contractor is to re-establish grade using cJ ass 6 aggregate bedding m aterial.compaction shall be g5% miximum dinsity. arr*iir to re-estabtish grade shall beat the Contracto/s expense.
D' Unstable Materials. (N-one anticipated) Materials incapable of supporting superim-posed loadings are defined as unstable m aterials. snouro unstable materials beencountered during excavation, im mediately notify Engineer. lf, i" p,"
"piri"n of theEngineer, unstable soilexcavation is requireo rnite contractor could not havereasonably been expected to discover the existence of such materiaL ouring nis siteinvestigation, then a contract price for unstaote s o-iiixcavation shall be negotiatedbetween owner and contractor. No paym entinriio" ,ri?'il;;ffits'=excavateoprior to notification of the Engineer and neg otiation or payment for extra work.
E' Rock Excavation' (None anticipated) Rock excavation shall be defined as removalof boulders in excess of three ie; cuoic yards of *iiJ or. fractu red rock, which makeshand shaping of the bottom impossibre ,no *ni"n ,"iJires techniques, such asblasting or jacking for removar, other than thosswn-iJtirr" being emproyed by theContractor or are normally used in trench excavation-, such as use of backhoes,trenchers, draglines, etc. should unanticipated rock conditions be encountered,immediately notify the Engineer. lfin the opinion Jiie engineer, rock excavation isrequired and the contractor has in fact m aie a oitijent-and determined effort toremove the material using normalexcavation pro"Eoui". as stated above, and thecontractor could not have r easonably been ", p;;;d t" determine the existence ofsuch material during his site investigltion, then a ."nto"t price for rock ex cavationshall be negotiated between the c ontractor and the owner. N o payment shall bemade for excavation performed prior to oeteiminaiioi'ot a negotiated price.
Rock shall be removed lo a 4" depth below grade. Additionally, all rock loosenedduring jacking, brasting, etc., shari be ,emovlo i;, il; trench. For paymentpurposes' maximum trench width to be paid for shall be as defined in subsection3'02' A' Maximu.m dep.th to be paid tor srratt ue rz; tJ[* required grade. All over-excavation sha, be repraced as specified in subsection g.og, c.
lnclusion of a bid item for rock excavation indicates such excavation is anticipated.contractor to notify E ngineer prior to any rock "*"r*ting; no payment shail bemade for excavation prior to notification.
Backfillino.
A. Tamping Equipment. Except immediatery next to the pipe, mechanicar or airoperated tamping equipment to be used- Hano equipri'Lnt, sucn as T-bar, to beused to pipe if necessary. care to ue tar.en wnen-com-pacting under, along side andimmediatery above pipe to prevent crushing, fra;tu;;g f r shifting of the pipe. Thecontractor is to note densities required for-materiati o""ing backfilled and shalt useappropriate approved equipm ent to obtain tnose Oensities.
wheel rolling is not considered to be an adequate compaction technique to meetthese specifications and will not be allowed. 'where
as[1" compaction is required,wheelrolling may be considered. Before """"pirn*lin" contr"ctorshallbackfill aportion of the trench and pay for density testini io u"-iitv'ro"quacy of the proposed
3.04
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02221-5
Trenching, Backfi lling & Compaction
95%
Select Material: 95%
Backfillbeneathexistingorproposedpavement'roadways'sidewalks'curbs'
;tiliit li.;r and other im"provements oi within 5' horizontally of such
improvements: 95%
Backfill within public or designated right-of-way: 90% or as shown on the
Drawings.
Backfillwithin undeveloped, green or undesignated area: 85%
o
B
c.
backfill techniques.
A hydro hammer may be allowed to obtain the specified density up to 4'in depth'
The contractor will be required to re-excavate those areas that have been tamped
so that density tests can be taken to insure that the specified intensity is being
obtained fult dePth.
Moisture control. Generally m aintain moisture of backfill material with t 2Yo of
optimum moisture "onteni
as determined by ASTITI D698. Maintain closer
ti"r"n"". as needed to obtain densities required'
Compaction.Maximumdensity(100%)basedonASTMD6gSorAASHToTgg.
,1. Bedding Material, including material used for over-excavation of any kind:
2.
3.
4
5 a
D.Placing Backfill. The maximum loose lifts of backfill materialto be as follows: use
smallei lifts where necessary to obtain required densities:
1. Bedding and select material: 6" (or see Section 3'O3A)'
2. Backfill Material: 12,,where 95% compaction required;24,, where less than
95% comPaction required'
BackfillingAppurtenances.Backfillingtobedonegenerallyatthesametimeas
adiacent pipelines. Artt fitfing procedure to confoin to thii section' Use special
i""nniqu".'or materials as shown on drawings'
Disposal of Excess Excavation. contractor to dispose of excess excavation off site'
The owner shall have the right to elect to have the excess excavation disposed of at
a designated site wittin if'e iroject limits. excavation may be wasted on-site only if
approved by the engi;";r. bisposat in anylase shall be ihe sole responsibil ity of
the Contractor.
Jetting.Jettingandwaterinundationaregenerallynot.permittedmethodsof
""rpZ"ti.". in" f ngineer may-attow jetttrng under cer!9in field conditions.
Techniques including depth of lifts, a mount-of water to be used, penetration of hose
jet, etc., shall be at t]ne oiie"tion of the Engineer. No jetting w ill be allowed on
02221-6
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H.
materials with a 200.minus gradation of greater lhan 1so/o. contractor shal pay costof all water used, soir crassiicatio;;"ii;;
"rd a retestil;'or-rl"orp"ction required.No jetting shail be done prior t" *r,ti"r'rpprovar ano oireltion or t" Engineer.
Maintenance of Backfill' contractor to maintain all backfill in a satisfactory conditionduring the extent of the contract ano *rrlrtv period. Ail surface deteriorationdetermined to be the,responsibirity of the bontirctoiaii rirr"i.rement shail berepaired at once by the contractoi ,pon noti.e ov tne ownei] nrt co"ts for repairand a' riabirity as a resurt of surface ilteiioration or setrement sha, be theresponsibility of the Contractor.
3'05 surface Restoration' All existing surface improvements and site conditions disturbed ordamaged during co"tt,..,ct'.----on to o" i".ior"d to a condition
"qrut to pre-construction condition. Artrestoration costs are considered inci Jentar to excavation and bac kfiil.
A. lmprovements.. Replace, repair or reconstruct all .
notbe?::"pJ"9,niirrnsin-"eraccepts,ertorrtioJTfi#H3t,r"ilil:'i..",1;#:'r:.*,,,
tr#J,T::,H::$1i;fi,"lr:tkil;:ili;;icurverts,,ti,tt,,!.,1urbands,tt",,
B' Final Grading' The contractor-is to re-establish existing final grade or finish final gradesas modified and shown on the.Drawi ,g;.
-Th"
cJntract6r i, tJou"[nil'to proper
;Tfltilt."'evation with bac lorr mateiiaiil'rir"i prrcement of surface improvements or
" [ffj[?s' All roadways to be restored to originatcondition with materialtypes
4,OO QUALITY CONTROL. FIELD
4'01 compaction' lt should b-e fully understood that it will be. the sole responsibility of thecontractor to achieve the s pecifLJJl,rliti". ro,. urr "roLJr".t and backfiI materiar praced.contractor will be responsible ro,.
"rruring that correct;;iffi. are being used for the pracementand compaction of said materiart. Coii".t backfill ,uihoJ, N.rude, but are not limited to:1' Use of propef equipment for existing soir condition encountered.2. Moisture content oi existing soits; O6term;;ii"; if water shoutd be added or if soilshould be air dried to reduce moi sture content..,3. Thickness of backfiil lift.---
Contractor mav. at his.own expense, have an approved ge otecmethods or ua6ritiano compictifiil;;io endure thnihi;"e;.1#;i"",i.t#]r":,T"#ffi,ff,ained.
lnspection and testing will be performed as directed by the Engineer. Testing wiil be conducted as3J*1liyj:ntrolcheck to verifv tn" co.,to.tor's compiiun." *,in the standards indicated in the
!02 lnspection and resting' lnspection,and testing to be performed at the direction of theEngineer' contractor to cooilerate i"rv *i1n alr oersoisl"nJ'n"o in testing. contractor toexcavate as required to allow tes ting. contractor to oacmiit"aritlst e*cavations in accordance with
Trenching, Backfilling & Compaction
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42221-7
Trenching, Backfilling & Compaction
these specifications. Any areas.thatreoyire a specified 99rjtv' including fill' backfill' trenches'
embankments, road base, hot bitum inous ;;;#;;i' bu"rtrittfor'structures' shall be tested'o
Density Testino and Control'
A. Reference standards. Density/moisture relationglip9.!o be developed for all soil
typesencou"ililE'Iit"iii"g.tJAslMbogSorAAsHToT99.
B.FieldTesting.Testingfol.d-e1i;ityduringcompactionoperationstobedonein
accordance *itiT3i'rr,ibzg;j2 ,ii.g nrictear de nsity methods.
4.03
4.O4
to pay
5.00
C.FrequencyofTesting'Minimumofone(1)testevery.250'trenchperliftoras
directed UV Eng]n;"i. Contractot to e*dJute to depihs.required by Engineer for
testins uno nrJr.tiifuidr i;;;ri,y ;;;;irreo. testins io be paid ror bv owner'
D.Retesting.lntheeventoffailurelomeetcompactioncriteria,Contractorshallre-
excavate uno i"IolJrrtt at oirecti";';i;ili"elr. All retesting to be paid for by
contractor and to be performeo ov sois tJsting firm approved by the Engineer'
ffi,,3YJli.:.i::?onsibleforallcostsofinitia]testingofbackfill.Contractor
MEASUREMENT AND BASIS OF PAYMENT
See Bid Schedule
End of Section o
t:uoo6\2006-525 srate parks-Rm€voo8 work\specs oNLl402221 - TRENCHING, BACKFILLING & coMPAcrloN'std'&c
02221-8 o
o sEcTtoN 02255
DUST SUPPRESSlON
o
1.OO GENERAL
1'01 scooe' work under this section shall include furnishing all materiats, labor, equipmentand miscellaneous items necessary to provide dust controror"i tn" entire project site.
1.02 Related Work Soecified Elsewhere.
All Division 2 Sections
3.OO METHODS AND PROCEDURES
3'01 Dust control' Dust control to be con.sidered an integral part of rhe work. control shaltbe provided from the start of construction until the work is cJmptete. Fugitive dust as a result ofconstruction shall be controlled at all times.
3'02 waterinq' For road construction, the contractor shail have a water truck on site at a[times for dust control. wetting shall be done at the direction of the Engineer as required untilthe finalwearing surface is coripleted.
For utility construction, dgst control-may be accompli.shed by water truck or spray system froman on-site water system if approved. iontractor .r,rri o" prlpared to provide dust controt untilthe final surface is completed.
The contractor shall pump water from existing ponds for dust controt. watering shall beconsidered incidental to the rerated work and will-not oe paio ror separatery.
4.OO MEASUREMENT AND BASIS OF PAYMENT
See Bid Schedule.
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End of Section
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02255-1
Dust SuPPression
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sEcTtoN 02560
BRINE WATER DISTRIBUTION SYSTEM
1'01 scope' work under this section shall include furnishing all materiats, labor and toolsnecessary to perform all installation, cleaning and testing oiall brine waterdistribution lines andappurtenances as specified herein and showi on the orr"*ingr.
1.02
Section 022.?1_ Trenching, Backfiiling and CompactionSection 02200 - Embedment and Exc--avation
1'03 submittals' Product data including catalog sheets and descriptive literature shall besubmitted for all materia.ls and equipment specifild. Submittals shall state manufacturer,scompriance with ail pubrished standards referenced rrerein.
--
1'04 Protection of Work. All pipe, fittings and equipment shall be carefully handled, storedand protected in such a manner'as to prevent damage to materials. At no time shall suchmaterials be dropped or dumped into trench.
Precaution shall be. taken to prevent foreign matter from entering the pipe and fittings prior toilt fl#fi: installation' Place no debris,lools, ctothint or otnei materials in-tne pipe during
At such time as pipe installation is suspended, either temporarily or over night, the open end ofthe pipe shall be sealed *,1h.., watertijrrt plug to pr"r"ri-"ntrance of trench water, debris orforeign matter. At no time shail duct trpE o,. an y other tape be used for t his seal.
Under no circumstances shall trench water be allowed to enter the pipeline. when water ispresent in the trench, the seal shalt remain in place ,rtiir*r.r time the tr*"n is pumped dry.whenever trench water becomes evident, adequate ,""rr " shall be taken to prevent pipeflotation' contract shall bear all costs associated with keeping trench free of liquids.
lf in the opinion of the Engineer, the contractor is incapable of keeping the pipe free of foreignmatter during installation, the Engineer shall require tne Contiactor to cover the pipe ends withclose woven bags until the start oitf,elointing operation. -- -
2,OO MATERIALS
This item covers the types of materials that will be allowed for the construction and installationof brine water distribuiion lines. nll mailrials used snati 6e new, of the best quality avaitableand conform to appricabre standards as indicated herein.
1.OO GENERAL
l:u006r2006-525 State parks-Rifleuoo8 work\Spec oNLy10256o _ Brine mter distribution.doc
02560_1
2.01
O A. PVC pipe, through 1S" diameter
1.
2.
3.
4.
Material Reference Standard - AS TM O17U
Pipe Reference Standard - AS TM D3034
class - sDR35
rl size, PVC classification' TypeMarkings - Manufacture/s name, nomlna
PSM, SDR-35, PVC grruity sewer pipe, ASTM D3034 and code number'
green coloring dYed into PVC'
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B. Fittings
1. TYPe - PVC Push-joint2. tViaterials - ASTM D1784
3. n"f"t"n"" Standard - ASTM D3034 or ASTM F679
C. Joints
1. TYPe - Push-on rubbergaske!
2. GasXet reference standard - ASTM F477
D. Restraint-tYPe Glands'
2.O2 Yelomine
A. Restrained Joint PiPe'
1. Reference Standard - ASTM D2241
2. Class - SDR 21
2.03 concrete for Thrust Bloc.ks an{ Encasino of Pipe' concrete for thrust blocks and for
encasing the sewer pipetine shall have 28-d;ffipt"- strength of not less than 3000 psi'
2.o4GranularBeddino.Twotypesofbeddingmaterialareallowed:Screenedrockandsoil
or select imported ,ffiut, ,n""tilig the following gradation specification table:
The maximum particle size of pipe bedding should generally not exceed. l1z1 .1ches or 10
percent of the nomi"ripip" oir;;6, *ni"ne",ei is tessl geoding tor small pipe such as service
Total htt
Soil or Select lmScreened RockSieve Size
10010011lz" maximum,maximum of 1Oo/o
diameter lolzinch
and
of pipe 30 to 1000to10No.4 to 500to5No90% of Standard P
placed at t 3% of
roctor
Moisture
Tamp to sPring
void below PiPe
line to fill
haunchesMinimum ComPaction Requirem ent
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lines should generally have a maximum particle size not exceeding % inch. Bedding materialsshall be free of topsoil, organic material, fro."n ,"Gr, ;;;il, or other deleterious material.
screened rock used for waterline or sew€r pipe bedding should be crushed, angular materialthat meets the requirements of ASTM-D 2321, class lAtuJoing material. The material shouldhave not more than..10p^ercent passing.the No. + 1l..is-itilimeter) screen, and less than 5percent passing the No' 2oo (75 micrometer) screen. 'ftre oeooing should be tamped under thehaunches of the pipe to sping line. wrrere future "r"r*tionl, *ti"iprt"o, irre stoughingproperties of screened rock when unconfined snoutJ b;l;k;, into consideration. The Districtmay require soil or select import' where groundwate, ,"y L" present, the potential effects ofgroundwater interception by the bedding material .r,"Lro be considered. Groundwaterinterception may be controlled by: constructing check dams with low permeable material atintervals along the pipe; substituting low perm eable bedding; or a combination of these.
compacted pipe bedding should meetthe requirements of ASTM D2321,class lB, class ll orclass lll bedding materiil. tne materiai srrouio nave a-m-inimum_ot 30 percent passing the No.4 screen and less than 50 percent pr"iing the No. zo0 screen. class 6 aggregate base courseper cDor rable 703-'2 confo.rms^to this gradation criteria. inl u"ooing should-be compacted toa minimum of g0 percelt-?l-t 3 perceit of optimum moisture content, referencing standardProctor (ASTM D698,.AAS-Hlo rse1.- naateriri
"ont"ini;; t to 30 percent passing the No. 4screen can be used with the following considerations: ,It"ri"t, in this range can be expectedto possess properties similar to scrJeneo rock, excepi nri".orpaction will be required andmaterials in this range may be too free-draining to be tlliulr" ro, compaction by ASTM D6gg.
]"u,,,"ffi;I'"x".ilx*shallbeten-gauge(10)insulatedcopperwire,andberequired
2'6 Markino Tape' The installation of "green" marking tape is required on all sewer mainsand service lines' The tape shall be initatteo approrimaie["r" feet above the main or line.The tape shail meet the fotiowing .pltifi";tion",
4-mil thick pVC material.
Solid green color with blac k lettering.
Six inches (6') in width.
3.OO METHODS AND PROCEDURES
l:U006\2006-S2S State parks.Rifie\2oo8 Work\Specs ONL\ 0?560 _ Brine mter distributim.doc
02s60-3
A.
B.
c.
3'01 cleanino and Inspection. clean all pipe, fittings and related materials thoroughly of a1foreign material ano inspEctEl "rrlt., ftaw! or otnii 0"il"t. prior to installation. Mark all
jtT"JrtI"' damaged or unsound materiais with bright ,r*ing-.rryon or paint and remove from
The contractor shall take. all necessary pre-cautions to prevent any construction debris fromentering the pipe lines during construction. r tnis debris
"nol]o enter the pipe line system, thecontractor shafl furnish ail ra6or rnJ ,rt"rirrs necessary to crean the system.
o
o3.02 Placement of Pioe'
3.03
3.04
A.
A.LaserBeam.AllsanitarySewerpipemustbeinstalledwithalaser.lfbendingof
the beam due to air temperature variations becomes apparent with "in pipe"
units, a fan shall be provided to circuiute air in the pipe. Air velocity shall not be
so excessive as to cause pulsatinf o*r-rin*tng of inb,neam' lf in the opinion of
the Engineer, the beam cannot oE accuratet/controlled, this method of setting
line anJ grade shall be abandoned'
B. Flat areas or low spots are not acceptable'
c. Pipe shall be installed with the bell ends facing in the direction of installation,
unless directed otherwise by the E ngineer'
D'Nopipeorappurtenantstructure.shallbeinstalleduponafoundationintowhich
frosthaspenetrated,orifatanytimethereisdangeroficeformation'Nopipeor
appurtenant ;iil;;" shall be in"Lir"o unless backfilling can be completed
Oliore the formation of ice and frost'
Pipe Embedment.
A.Placingembedmentmaterial-RefertoSectiono222lforplacementmethods.
B.EmbedmentClasses-RefertoSectiono222landConstructionDrawingsfor
embedment materiits for each class listed below:
l.lipeshall!eembeddedaccordingtoapplicabledetailsontheo'
Crinstruction Drawings'
Pioe lnstallation.
lnstallation of Polyvinyl Chloride (PVC) Pipe'
l.PipeHandling.Pipeshouldbecarefullyloweredintothetrenchtoavoid
PiPe falling into trench'
2. Pipe Laying. Pipe shall be .laid true to line and grade' in an uphill
direction, witn oeiienJs iacing in the direction of laying. when pipe taying
is not in progress, the open end of tne pipe shall b6 closed by a watertight
plug.
3'JointingthePipe.Theoutsideof.thespigotand'th.einsideofthebellshall
be thoroughty wiped clean. set tneiuriu"er ring in the bell with the marked
edge facing to*JrO tne end of tne Uett. Lubricate the spigot end using a
thin film of the manufacturer-rrppii"o lubricant. Push the pipe spigot into
the beil. position the completeo loini so that the mark on the pipe end is
in line with the end of the bell'
4.PipeCutting.Thecuttingofpipeformanholesorforfittings,orclosure
pieces shall te done in Jneat and workmanlike manner without damage
tothepipeorliningandsoastoteaveasmoothendatrightanglestothe
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axis of the pipe. Bevel the end of the pipe with a beveling tool after thepipe is field cut. place a clearly visiuie position mark -at the corectdistance from the end of the field-cut pipe.
B. Yelomine pipe.
1' lnstallation of Yelomine pipe shall be in accordance with themanufacturer's recommendations and specifications. cleanout caps
shall be installed with non-permanent gaskets.
3:05 Connection to Existino Facilities. Connections to existing facilities where live flows existshall be made only after prior consultation with and receipt -of written permission from theEngineer. Connections shall be made as shown on the Drawings. All connections betweenpipes of different materials shall be made with approved manufactrired connectors.
-
4.OO FIELD QUALITY CONTROL
4'91 Alionment and Grade.
. Sewer pipelines will be checked by the Engineer to determinewhether any displacement of the pipe has occurred after the trench has been backfllled. Thetest will be as follows:
A light will be flashed between manholes, or if the manholes have not as yet beenconstructed, between the locations of the manholes, by means of a flashlight. lf theilluminated inte.rior of the pipeline shows poor alignmeni displaced pipe, earth or otherdebris in the pipe, or any other kind of defect, thL defects determined by the Engineershall be remedied by the Contractor at his own expense. Test will be repeated aftercompletion of .backfilling and any poor alignment, displaced pipe, or oih"r defectsdetermined by the Engineer, shall be corrected.
4'9.2 Leakaqe Test' Pipe lines shall be tested using a low pressure air test only; water testswill not be allowed. only after the brine water distribu-tion sysiem, backfilled and cleaned, shallthe contractor proceed with an air test on the installed facilities.
A' Low Pressure Air Test Procedure. The section of pipe line to be testedshould be flushed and cleaned prior to conducting the low pressure air test.This serves to crean out any debris, wet ths pipe, and produce moreconsistent results. lsolate the section of pipeline to be tested by means ofinflatable stoppers or other suitable test plugs. One of the plugs should havean inlet tap, or other provision for connecting a hose to , port"ble air controlsource.
Add air slowly to the test section until the pressure inside the pipe is raised to S.0psig greater than the average back pressure of any grorno'*ri"i g,rt may beover the pipe. After a pressure of 5.0 psig is obtained,-regulate n" ui, supply sothat the pressure is maintained betweeri4.s and s.ci pslg lauove thu ,r"rrg"ground water back pressure) for a period of two minutesl This allows the airtemperature to stabilize in equilibrium with the temperature of the pipe walls. Thepressure willnormally drop slightly untiltemperature equilibrium is o'btained.
l:U006U006-525 State parks-Rifleuo.8 Work\Specs ONL\ 02560 - Brin6 wtar distributim.doc
02560-5
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Determine the rate of air loss by the time/pressure drop method' After the two-
minute air stabilization period, the air supply is disconnected and the test
pressure allowed to decrease to 4.5 psig. The time required for the test pressure
io Orop from 4.5 psig to 4.0 psig is deteimined by means of.a stopwatch and this
time interval is then compared to the required time in the attached table to
determine if the rate of aii loss is within the allowable time limit. lf the time is
equal to or greater than the times indicated in the tables, the pipeline shall be
deemed accePtable.
MINIMUM DURATION FOR AIR TEST PRESSURE DROP
Time
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Pioe t7e
lnches
4
6
8
10
12
15
18
21
24
Minutes
2
4
5
6
7I
12
14
15
Upon completion of the test, open the bleeder valve to allow air to escape' Plugs
should not be removed until aliair pressure in the test section has been released.
During this time, no one should be allowed in the trench or manhole while the
pipe Ts being decompressed. Air test shall also include service lines and
appurtenances.
4.03 Deflection Test for Non-Rigid Pioe. The maximum.allowable pipe deflection for a
"o,prethallnotexceedfivepercent(5%)ofthenominalinternal pipe diameter. Defl-ections in non-rigid pipe shall be checked by measurement or by
illli"; a'mandrel with the minimum attowlble diameter through the pipe' The minimum
allowable diameter snatt Ue equal to the minimum interior diameter of the pipe, as specified in
ine appficable portions of tlre ASTM Standard Specifications or the pipe manufacture/s
recommendations, minus five percent of the minimal interior diameter of the pipe. Those
sections of non-rigid pipe witn deflections greater than the.maximum allowable five percent shall
not be acceptable and the Contractor tiill 1.erore and replace these sections at his own
expense.
Deflection tests will be run if in the opinion of the Engineer testing is warranted. .The program
for testing shall be ,rtrrrrv determined by the Engineer and the contractor' The contractor
shall furnish all labor, tools and equipment n"c"strry to make the tests and to perform any work
incidental thereto.
4.04 Sewer Iv!ain Repairs. All proposed repairs must be approved by the Engineer prior to o
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actual repair' once repair has been made, inspection will be required by the Engineer
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lf a repair and/or correction is m ade in a pipe line segm ent, the entire line segment s hall be
required to be re-tested.
5.OO MEASUREMENT OF PAYMENT
See Bid Schedule
End of Section
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O sEcTtoN 02700
FINISHED GRADING AND RESTORATION
I
1'01 scope' This work shall consist of finish grading, restoration of grounds and cleanup. This
;??,ln$' continuous process from project siart-uito rinrr ,""upirn." oi t" wo* by the
3;!,",1".Thissectionpertainstoallothersectionsofthese
2,OO MATERIALS AND METHODS
2'01 General cleanup' cleanup shall.. includg tle regrading, resurfacing, rebuilding andreplacing of all surfaces on which construction took place,-Jnd rebuilding or replacing any areasdisturbed by the construction. The streets or roads where disturbeo sr,i[ oe iesurfaced by thecontractor' including both gravet and oil roads, ano snatt-oe replaced in as good or bettercondition than that at the start of construction.. The rngine;'snall be the sole judge as to whetherstreets' roads or property have been restored to a con-oition as good or better than at the start ofconstruction
The contractor shall, at all times, keep property on which work is in progress free fromaccumulation of waste materiar or rubbish :i.r* by;rJ;y;es or caused by the work, and heshall carry on a constant program to maintain wor[ ,r"r,-itiu"ture sites, right-of-ways and thesurface of streets and roads in a condition satisfactorv to tne appropriate authority, grantor of theright-of-way, and the Engineer.
Preliminary cleanup shatl commence as soon as the construction site is occupied by thecontractor (including his employeur, .rppli"r,-materiais o, "iripr"nt) and shall be a continuous
[",::::'JI;ff::;#',[:',:tr"t,,XtJm"ilt: ot tn" G* ,n-,'iin,u" ,n ,pp""i"nc-e and/or utirity
Upon completion of the work, the contractor shall remove all remaining rubbish, tools, equipment,scaffolds and surplus materials from the job and leave the wo* ,r"" clean and free of debris.
3.OO RESTORATION
3'01 General' All driveways, retaining walls, concrete flatwork, drainage ditches, trees, shrubs,and other miscellaneous items shall be returned to as good or better than original conditions, ifthey are damaged by Work.
3.02 Landscaoino. Not applicable.
3.03 lrrigation Ditches. Not applicable
1.OO GENERAL
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02700-1
Finished Grade and Restoration
4.OO MEASUREMENT AND BASIS OF PAYMENT
4.Ol cleanuo. cleanup and restoration shall not be paid for as a separate bid item but shall be
considered a part of the entire project'
End of Section
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1.00
specs\02776.std
2-O1
MANUFA..T_,R',r^B=^,"J1?it'^il'*ur,*rroLLMENroF
poLypRopyLENE GEoMEMBRANEs tppit
GENERAL INFORMATION
1'01 Purpose' The.purpose of this specification is to provide details of Manufacturing eualitycontrol (MQc), Manufacturing Quality nsron"" (MeA),'constiuction euatity control (cec), andconstruction Quality Assurarice tcoel roi tne ,Lnrir&ri", iaorication, and installation of ppRgeomembrane products
2,OO GEOMEMBRANE MANUFACTURING
2'01' Raw Materials' All PPR manufacturerg lqst certifrT that their ppR sheeting be formulated
il5#Iff:if3.from 100% virsin raw materials tnat are specificary .orpouio"o for use in
Geomembrane to meet specification shown in Appendix 1.
Manufacturer to submit written certification that each lot of material meets project specifications.
Manufacturer to provide 2O-year written warranty on UV resistant materiats.
2'02 Roll Goods' All roll goods received from PPE manufactures to be visually inspected foro nl:{fiIi,il}E[?T:,rl] ffi:!jl:',":Hrlilx*:i*r-.*:"xjil:i.$L',#rfJgovernmental and industry standards. The following properties are evaluateo:
PROPERry TESTMETHOD
Thickness (inches, nominal) ASTM D751
Breaking Factor (tbs/in) ASTM DBB2
Elongation at Break (percent) ASTM DgB2
3.OO GEOMEMBRANEFABRICATION
3'01 Factory Fabrication' lndividual calendared widths of ppR to be factory fabricated intominimum 40'x 400'panel-o mjnimize.u.ring during installation. raJtory fabricated seams are aminimum one-harf inch (yz,') width and eneno tJ ne edge of the sheet.
Factory seams to be produced using thermarfusion method.
Factory fabrication production records identifu each .panel-by-panel number, size, date offabrication, material lbt number and seam it"iiln identiication.' Er"n panel to be prominen,ymarked with the panel number and panel size to coincide with production records.
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o2776-1
lnaddition,fabricatortoperformdestructivetestingonfactoryfabricatedSeamsinordertoveriff
;;;pli;r.; with the vatues stated in section 3'03 of this document'
SamplesoffactorySeamstobetakenatthebeginningandattheendofeachproductionshift.All;;#; t" be teste'd forcomptiance and the results are archived.
3.o3FactorvSeamRequirementg.AllfactorySeamsmeetorexceedthestrictrequirementsset
tortn arr apprica-nre government and industry standards:
Bonded Seam Strength
Requirement: 20lbs. or 300% elongation'
fesluetnoo: ASTM DB82 as modified per NSF Standard 54'
Peelseam Strength
Requirement Film Tearing Bond (BFTB)'
resrrraetnoo:ASTMDa13-asmodifiedperNSFStandard54.
4.OO PACKAGING, HANDLING AND TRANSPORTATION
4.O1 packaqinq and Handlinq. AfterJactory fabrication,.the geomembrane panels to be rolled or
doubre accordion forded and packageo to miirimize handiing ai tre loU site. Shipping cartons to be
water resistant, strong enough to prevent Jamage to thJ contents' and banded to heavy-duty
wood pallets. Allcartjn. to iu identified by panel-sizu,.tyP", and number' Geomembrane panels
that have been de,vered to the job site ioG unnaoea' and stored in their original, unopened
containers in a secure, dry area, "no
protuJ"o ito* weathering' \Nhenever possible' a 6-inch
minimum air space olt"u',., ine cartons.r',orrJ be maintained, eJpecially when the geomembrane
panels are to be rtofior", an extended p"iioO of time' Pallets must not be stacked'
4.02 Transportation, Transportatio.n.of the geomembrane will be arranged by fabricator through
an independent truck-rng firm, and.wiff Ue sniifi ,ia a ctosed or flat bed trailer' Adequate tarps
are recommended during transport'
Fabricator will be responsible for repairing or replacing any material damaged during shipment at
no cost to the owner, however, tne contra'ct-or is'respo-nsibie for noting and recording any damage
at the time of delivery ".J irrloiately reporting same to fabricator and the trucker'
5.OO INSTALLATION
5.Ol Anchoraqe svstem. Unless..otherwise specified, the anchor trench should be excavated
by the earthwork .oitrilIor to the tines anO grades s.holyn on the design drawings' (Trenching
must be completed prior to geomembra* pr'"""t"unt') Store excavated material away from the
area to be lined.
Complete trenching process prior to geomembrane placement'
A smooth transition surface from anchor trench to subgrade should be provided'
3.02 ln-Factory Seam Testino'
of factory fabricated seams'
specs\O2776.std
2-O1
A)
B)
Visual and non-destructive inspection to be performed on 100% O
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5.02 Subqrade.
A. preparation
Surfaces to be lined will be free of all rocks, roots, vegetation, sharp objects, ordebris of any kind. The surface shall provide a firm, compacted, unyieldingfoundation for the geomembrane with no sharp or abrupt .r,rng"; in giaoe.
B. Repair and Maintenance
Prior to geomembrane installation, the surfaces to be lined shall be inspected foracceptability by the installers. Any necessary repairs will be ,;;;t ih" o*n". o,,earthwork contractor' lt is th.e responsibility of the eartnwork contractor to maintainthe integrity of the subgrade prior to, ano ouring the geomembrane installation.This incrudes the contror of ground water in the area to be rined.
5.03 Geomembrane panel placement
A. panelLocation
lnstall the PPR geomembrane as indicated in the approved layout drawing. Theinstaller may modiff the proposed layout to best meet the inient of the projectspecification and/or to accommodate Lxisting site conditions with the approval ofEngineer and Owner.
B. Weather Conditions
The PPR geomembrane panels shall be stored in their original packaging untilready for use' The geomembrane panels shall not be positioned when materialtemperatures are below 32"F. .Panei deployment when materiali"rpur"trru. ,rbelow 32"F may require special handrinj arii stoiage or the panels at a controlledtemperature of at least 50'F. During lo-w temperature installations, care must betaken to avoid "cord shock" impacting-ortne g;membrane.
C. GeomembranepanelDeployment
The number of panels to be deployed in any day shall be limited to the number ofpanels that can be seamed or secured that day.
The geomembrane shall be installed in a, relaxed manner and free of tension andstress' ln areas where grade transitions occur, 'bridging', oi tr"rpolining', of thegeomembrane shall not be allowed. To accommodate grade transition, adequate
slack is.necessary. wrinkling of the geomembrane is acceptable and indicatesproper slack consideration.
Deploy geomembrane panels to meet a minimum panel overlap of 4 inches.
o specs\02776.std
2-O1
o2776-3
shingle all panels in the down gradient direction whenever possible'
preparation for Seaminq. Fabricato/s approved installer shallveriff the following:
o All personnel walking on the geomembrane liner shall have smooth soled shoes'
Personnelworking o-n tne geomembrane shall not smoke and shall not engage in
activities that could damage the geomembrane'
o Tools used in the installation process shall be properly stored and carried' Knives
and other sharp objects shall be carried in protective sheaths'
o The method used to unfold panels will not cause damage to the geomembrane or
underlYing geotextiles.
o Any geosynthetic elements directly underlying the geomembrane shall be clean
and free of debris.
o Adequate temporary anchoring shall be placed to prevent wind uplift of the
geomembrane panels. Typical items are sand bags and ballast tubes' ln cases of
high wino, continuous
'ioading may be required along the edges of the
geomembrane Panel.
o High traffic areas may require temporary wear surfaces (i'e' geotextile, additional
gebmembrane, clean fill, etc')'
o Vehicles shall not be allowed on the geomembrane unless approved by the
installer.
. Fuels and chemicals shall be stored separately, away from PPR panels' spill
resistant containers shall be used while working directly on the geomembrane and
shall be .toi"J ;p;" ; sacrificial material such as scrap geomembrane or heavy
cardboard.
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5.04
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5.05 Field Seamino.
A. Seam PreParation
The overlapped geomembrane panels must be clean at the surfaces to be joined'
Any foreign material (e.g. Jirt, moisture) must be removed with clean' dry rags
before seaming commences'
lf seaming must be conducted over rough substrate, seaming boards are
recommended. A one-toot iy six-foot 11' x 6;) pine shelf board willwork well as a
seaming Platform'B. Thermal Fusion Field Seaming
Atl sheeting shall be welded together using any of the following methods or
combination of:
specs\O2776'std
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02776-4
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. Hotwedge Weldero Hot Air Welder
' Hand-held Leister or equal (to be used for pipe boots, details and patching)
Each method must be capable of producing sufficient amount of controlled heatand pressure applied to the seam overlap contact zone, resulting in a continuousthermalweld.
Fish mouths shall be slit, laid flat, bonded, and then patched with a round or ovalpatch of the same geomembrane material. The patch shall extend a minimum of 6inches beyond the repair area in all directions, and shall be seamed a minimum of1 inch along its perimeter.
C. Cold Weather Thermal Fusion Field Seaming
lf the soil beneath the geomembrane is frozen, the application of heat to the area tobe seamed may result in condensation of moislure'between the surfaces to bejoined. This possibility may be eliminated by placing a seaming board, or stif sheet,made from the same geomembrane material, beiween the wet surface and thegeomembrane to be seamed.
D. Pipe Penetrations
Penetrations to be sealed via the use of factory fabricated pipe seals. pipe sealsare constructed of the same material and thickness as the splcifiedgeomembrane, and are bonded to the geomembrane via thermal *"fOini. fn"method of bonding shall be as ouilined in section S.OS B.
Backfi llinq Anchor Trench.
Following the complelion of the seaming operation, the anchor trench shall be backfilledand compacted to lock in the geomembrJne.
Care must be taken when backfilling trenches so as to prevent damage to thegeomembrane. lf damage occurs, the geomembrane instalter snall make repJirs uerorebackfilling continues.
Lininq Svstem Acceotance.
Authorized installer shall retain responsibility for the geomembrane installation untilacceptance by the Engineer and/or Owner.
The geomembrane liner installation will be accepted by the Owner when the followingconditions have been met:A. lnstallation of the geomembrane is complete.
B' Verification of. the integrity of ail seams and repairs, as required by thespecifications, is complete.
5.06
5.07
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02776-5
a
6.00
6.01
c.All documentation pertaining to the geomembrane installation is completed and
submitted to the Owner/Engineer
FIELD QUALITY ASSURANCE
Overview.
A. Field seam quality shall be demonstrated by non-destructive (NDT) and destructive
(DT) test methods.
B. The primary purpose of the NDT method is to demonstrate continuity along the
entire iengin'iriO to validate 100% of the field seam. NDT methodology is
described in section 6.03 below'
C. The purpose of the DT method is to determine the quality of a given seam by
remoring a representative seam sample, and testing the given sample for
compliance with accepted applicable industry standards' tltjing may be
"onOu"teO-"ither
at the job site,'or at a remote testing laboratory. DT methodology
is discussed in section 6.04 below'
6.02 Test Strips/Trial Seams. The specifications require that "test seams" or'test strips" be
made on a periodic o"sis. rest strips generally reflect the quality of field :e.aTS but will not be
used solely for the final field seam acceptance. Test strips to be made to minimize the amount of
destructive sampling/testing, which requires subsequent repair of the final field seam' These test
seams, for each ,""rning "-r"*, "ru
made once per day, o, "r"ry tirne equipment is changed, or if O.il"inil"t changes in site conditions are noted, or at a minimum of 1000'of seam. The purpose
of these tests is to establish that proper s"aming materials, temperatures, pressures, rates' and
techniques along with the necessary georn-embrane pre-seaming preparation is being
accomplished. See Appendix lll for sample size'
While cursory test seams are evaluated, the seaming crew may begin and continue to work as
long as the field ruunn o"ing constructed is completely traceable and identifiable' lf a test seam
fails to meet the field seam design specificaiion, ihen an additional test seam sample is
constructed and retested by the same seaming crew, equipment, and materials'
Field seams will not be accepted unless seam test result criteria as per the design specification
are met.
One of the following procedures shall apply whenever a sample fails a destructive test:
A. The field seam shall be reconstructed between two test locations shown to have
,.""ft"b1" results; one located on either side of the failed sample.
B
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The seam shall be traced outward to intermediate points (a maximum of 10 feet
from the failed sample in each direction) and sampled for additional testing' lf the
iamples are found to frovide acceptable test results, the seam is reconstructed
between these two sample locations. lf an intermediate sample fails, the process
is repeateo to establish the zone in which the seam is to be reconstructed' All
02776-6
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reconstructed seams shall be defined by two locations from which samples passing
other destructive tests have been taken.
Reconstruction of field seams shall be accomplished by either removing the suspect seam,repositioning panels and re-seaming, or by installing a cap strip to co-ver the seam underreconstruction. Cap stripping shall extend a minimum of six inches beyond the reconstructedseam in alldirections.
During the test periods, a field seam area should not be covered or placed into service. This willinsure the ease of repairing or reconstructing in the event it is required. During this period, it isimperative that the liner be properly ballasted and otherwise secured so as to' prevent wind orunusual weather damage.
6.03 Non-DestructiveSeamTestino.
A. Test Methods
The following test methods are acceptable for non-destructive testing of fieldseams:
t.
ii.
iii.
Air Lance
Vacuum Chamber
Pressurized Air Channel
See Appendix ll for application of these methods based on seam type or location.
B. RemedialAction
lf unbonded areas are located, they can often be repaired by re-heating theunbounded area with a hand held heat gun, and then rolling. lf this does notproduce a satisfactory repair, then a patch consisting of the sa-me g"or"rUr"n.material must be installed over the repair area. The pitch must exeio a minimumof 6 inches beyond the area to be repaired.
Destructive Seam Testino.
A. Sampling Frequency
Destructive seam testing can be conducted along completed field seams atintervals of 1000 feet.
6.04
B.
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Sampling Procedure
samples shall be removed from the completed geomembrane seam by theinstaller. The sample shall be labeled in a clear and- logical manner. The samplelocation must be identified and recorded.o
o2776-7
Any holes in the geomembrane, resulting from destructive seam sampling, shall be
immediately repaired by patching the sampled area with. identical geomembrane
material. The patch muit extend a minimum of six inches beyond the repair area in
all directions. The continuity of repaired sampling locations shall be confirmed via
NDT methods described above'
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c Sample Geometry
The minimum sample geometry shall be as follows:
Sample width shall be determined as the width of the field seam plus six inches on
both sides of the seam.
For non-reinforced PPR geomembranes, sample length shall be fofi-eight (48")
inches.
For reinforced PPR geomembranes, sample length shall be ninety-six (96") inches'
Disposition of SamPles
The sample described above shall be cut into three equal segments' One segment
"iifi#ipfe ifraft ne suUmitted for laboratory (or field) testing; one segment to the
installer, and the remaining segment to the Owner'
Sampling and Testing
i. Sampling
Test specimens shall be prepared as per Appendix lll from samples
obtained Per Section 6.4.3.
ii. Testing
Specimens shall be tested in order to determine bonded seam strength and
peel adhesion. The testing shall proceed as 9::q':b:d by ASTM D882
inon-reinforced), ASTM Dz51 (reinforced), and ASTM D413 as modified by
ihe National Sanitation Foundation Standard Number 54-1991.
Acceptance of Destructive Test Results
Destructive test results that demonstrate valves as found in section 3'3 0f this
document shall be accepted as evidence of the line/s integrity.
RemedialAction - Destructive Test Failure
One of the following procedures shall apply whenever a sample fails a destructive
test:
E.
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1' The field seam shall be reconstructed between two test locations shown tohave acceptable results; one located on either side of the faiteO sampL.
2' The seam shall be traced outward to intermediate points (a maximum of 10feet from- the failed sample in each direction) and sampled for additionaltesting. lf the samples are found to provide acceptable test results, theseam is reconstructed between these two sample locations. lf anintermediate sample fails, the process is repeated to establish the zone inwhich the seam is to be reconstructed. All reconstructed seams shall bedefined by two locations from which samples passing other destructive
tests have been taken.
Reconstruction of field seams shall be accomplished by either removing thesuspect seam, repositioning panels an_d re-seaming, or by installing " ."p riiip tocover the seam under reconstruction. Cap stripping shall extend a irinimum of sixinches beyond the reconstructed seam in alldiiecti6ns.
H. Verification of Repairs
Any repair requiring a patch or cap strip shall be identified on the as-built drawing.Each repair shall undergo non-destructive testing as described in section 6.3above. Repairs, which pass the NDT, shall be ta-ken as an indication of properrepair. Failed NDT's will result in reconstruction and re{esting of the ,"p"i, ,r""untila passing result is obtained.
MEASUREMENT AND BASIS OF PAYMENT
See Bid Schedule.
End of Section
7.00
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oAPPENDlX I
GEOMEMBRANE LINER
ENGINEERING SPECIFICATION
?,LYPROPYLENE (PPE) 3000 c - REINFORCED
o
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30 r 10%ASTM D-751Gauge, Nominal (ttlils)
1Plies Reinforcing
250 lbASTM D-751
Method A
Breaking Strength
(Lbs. min)
100]b.ASTM D-751
Tongue Tear
Tear Strength
(Lbs. Min.)
-650FASTM D-2136
%" Manual-4 hrs.
Low Temperature
Degrees F
1o/oASTM D-1204
(1800/1 hour)
Dimensional StabilitY
(Percent Change Mix)
350 psiASTM D-751
Method A
Hydrostatic Resistance
25 lbsASTM D-413Ply Adhesion
(Lbs/ln.Min.)
250 lbs.FTM-101B
Method 2031
Puncture Resistance
< 1o/oASTM D471Water AbsorPtion
(max. % Weight Change)
7500 hrs +STM G-53U.V. Resistance
(Hours)
90% minASTM D-3038
(Part.9.5)
Resistance to Soil Burial
(% Tensile Retention)
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A.
B.
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241
APPENDIX II
NDT METHODS FOR FTELD SEAMS
Air Lance Testing for Hot Air Field Welds
For.field seams produced using hot air welding, air lancing is the preferred method oftesting. This method is applicable for all field seams, irictuaing seams around pipepenetrations and accessories. ln areas involving 3-way intersectionl, vacuum box testingmay be preferable (see below). A description of ihe airiance test follows.
All field seams shall be non-destructively tested over their full length. An air
lance apparatus shall be used for this testing as described in this-Appendix.The air lance shall be capable of supplying B0 psi through a gi.iO incn
diameter nozzle. The air stream shall be directed at the ed-ge of the seamno more than two inches from the seam edge. Enough time shall beallowed for the seams to develop adequate strength beforicommencement
of testing. Any defects found during testing shall be marked, repaired, andretested with the air lance. All repairs snjtt be performed as described insection 6.3.2 (Remedial Action).
Vacuum Box Testing for Hot Air Field Welds
For areas where air lance or pressurized seam testing is inappropriate, vacuum box testingmay be used.
This method consists of creating a pressure differential across a seam andobserving for bubbles in a film of liquid medium over the low pressure side, withinthe vacuum chamber. The vacuum chamber has a viewing port that allowsobservation of the seam area being tested. The sensitivity-oi the method isdependent on the pressure differentiil and the liquid used foriesting. As long asthe pressure differentialcan be maintained acrossthe area tested, thls method canbe used. (ASTM E515, S/90)
The following equipment comprises the vacuum box apparatus:
Vacuum Pump. The vacuum pump shall be fuel or electric powered and capableof sustaining the required vacuum for the duration of the test.
Vacuum Grlq": The vacuum gauge shail be capabre of registering, as aminimum to 70 kpa (10 psi) in increments of 5 kpa (3/a psi).
Calibration and adjustment. The calibration of the vacuum gauge shal bechecked and adjusted periodically, and routinely at a minimum of-onie eviry 12months.
Foaming Solution. The foaming solution shall be pre-mixed with water at a ratio
2
o
conducive to the formation of bubbles. lt shall be dispensed by spray, brush, or
any otner convenient means. The foaming solution should not be detrimental to
the geomembrane.
NOTE: lf the component to be tested has parts made of polyethylene or struclural
plastics, the test iluid must not promote environmental stress cracking (E.S.C.)
(ASTM E515,5/90)
Vacuum Chamber. The vacuum chamber shall have an open bottom and a.clear
viewing panel on top. lt shall be an appropriate and convenient size and shape'
made 6f'rigid materials and equipped with a vacuum gauge, valve, and soft, pliable
gasket around the periphery of the open bottom'
Testing of the field seam proceeds as follows:
The area of the seam to be evaluated should be clean and free of soil or foreign
objects, which might prohibit a good seal from being formed between the vacuum
chamber and the geomembrane'
Energize the vacuum PumP.
Wet an area immediately adjacent to and including the geomembrane seam
measuring approximately twicethe width and length of the vacuum chamber with a
foaming solution.
Place and center the long axis of the vacuum chamber over the long axis of the
seam or defect with the gisket in contact with the geomembrane surface over the
wet area of geomembrane seam or test area.
For evaluation of geomembrane defects, center the vacuum chamber over
the defect.
Apply a normal force to the top of the vacuum chamber to effect a seal and open
the vacuum valve.
Ensure that a leak tight seal is created between the vacuum chamber gasket and
the geomembrane m-aterial. For most cases, minimum vacuum of 28 to 55 kPa (4
to B-psi) should be registered on the vacuum gauge is appropriate'
with the vacuum applied, maintain the normal force and observe the
geomembrane seam through the viewing port for bubbles resulting from the flo1iv of
Iir lrrougn defects in the s6am. The vacuum should be held over the test site for a
duration of not less than 10 seconds. lf the vacuum cannot be held for the
minimum 10 seconds, the test area shall be marked as untested.
lf bubbles appear on the geomembrane Seam, turn the three-way vactumvalve. to
vent the chamber and remove the vacuum chamber from the Seam' The defective
area should then be marked for later repair'
lf bubbles do not appear through the geomembrane seam within the specified dwell
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time, turn the vacuum valve to vent the chamber and remove the vacuum chamber
from the seam.
Move the vacuum chamber to the adjoining portion of the seam length overlapping
the previously tested area by a distance no less than 10 percent of the minimum
chamber length or at least 50mm (2 inches), whichever is the greater, and repeat
the procedure untilthe entire seam has been tested.
Any defects found during testing shall be marked, repaired, and retested with the vacuum
box. All repairs shall be performed as described in section 6.3.2 (RemedialAction).
Pressurized Air Channel Test for Dual Seamed Geomembranes
This test method applies to dual track, field fabricated seams, and can be used to test the
full length of these seams. ln areas where this method is inappropriate (such as 3-way
intersections)vacuum box testing may be used.
The following equipment is needed to conduct pressurized air channel testing:
A device to seal the two ends of the air channel.
A device to insert air into the open channel and to allow monitoring its
pressure.
Note: A sharp, hollow needle attached to a properly functioning
pressure gauge has been used successfully. Other devices may
provide equivalent functions.
An air pump, either manual or motor driven, capable of generating and
sustaining up to 350 kPa (50 lb/in!) pressure is necessary. lt is always to
be placed on an adequate cushion so as not to damage the geomembrane.
A flexible hose is used to connect the pump to the air pressure device.
This hose should have a quick connect on its end for disengagement after
pressure is supplied to its desired value, i.e., the pump is not to be attached
while the air pressure is being monitored.
A knife must be available in the event that the liner material must be cut or
trimmed.
Note: A hook blade knife is recommended. Straight blade knives
may damage the geomembrane by cutting through the material
being trimmed and into the underlying geomembrane.
Testing of the field seam process as follows:
After making the desired dual track seam, seal off the two ends of the continuous
air channel.
Connect the pressure gage directly to the air channel.
Connect an air pump to the pressure gage with a flexible hose via a quick connect
4
o
and pressurize the air channel in order to produce a one sided, stabilized air
channel deflection of 0.25" maximum.
Note: At the time of this publication (4/93), the above method was
recommended as being "state of the art". Additional evaluations may result
in test procedure modifications.
Remove the flexible hose, which connects the air channel to the air pump.
Observe the air pressure gage for the desired dwell time. The test time should be
a minimum of three (3) minutes. Mark the time and pressure of the beginning and
end of the test on the geomembrane with a visible marker. The maximum
atlowable pressure drop should not exceed the 10% of its original value.
lf the pressure does not drop below the required value after the specified test
period, cut the air channel open at the end away from the pressure gage. Air
should rush out and the pressure gage should register an immediate drop in
pressure, indicating that the entire length of the seam has been tested. lf this does
not happen, the air channel is blocked. Walk the seam to look and feel for the
location of the blockage. The channel should be inflated up to that point. Cut the
air channel on the gage side of the blockage and verifo the pressure loss. lnflate
the weld from the far side. lf the pressure holds, cut the seam just prior to the
blockage and verify the pressure drop. lf the location of the blockage can not be
found, it may be necessary to cut the seam in the middle and treat both halves as
separate welds. Patch all cuts and needle holes.
Note: lf multiple blocked locations are suspected or if the seam is short, it
may be easiest to cut the seam out and reweld the geomembrane.
For excessive pressure drop, check the end seals of the air channel. Reseal these
areas if a leak is noticed and then repeat the entire test.
Note: Leaks around the end seals and air pressure device can usually be
located by putting moisture around the suspected area and looking for
bubbles to occur.
lf the problem is not located, perform peel tests at the beginning and end of the
seam being tested to determine seam strength.
lf the seam strength is adequate, it may be necessary to test the seam using other
practices. lf the seam strength is inadequate, repair or replace the seam.
o
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a APPENDIX III
TEST SPECIMEN PREPARATION
A. Bonded Seam Strenoth (ASTM DB82)
Non-reinforced PPE
Specimen dimensions shall be one inch in width and shall extend a distance of four inches
(4") on both sides of field seam. Samples must be cut in a manner which eliminates nicks
or tears in the specimen which could cause premature failure (refer to ASTM D882 for
further information). Specimens must be cut so that the long dimension of the specimen is
perpendicular to the length of the seamed sample.
Reinforced PPE (ASTM D751)
B
Specimen dimensions shall be four inches (4") in width and shall extend a distance of four
and one-half inches (4/2") on both sides of field seam. Samples must be cut in a manner
which eliminates nicks or tears in the specimen which could cause premature failure (refer
to ASTM DBB2 for further information). Specimens must be cut so that the long dimension
of the specimen is perpendicular to the length of the seamed sample.
Peel Adhesion (ASTM D413)o Non-reinforced and reinforced PPE
Prepare specimens as described above for bonded seam strength, non-reinforced PPE.
Quantity of Specimensc.
A total of ten specimens shall be cut form the sample. Five specimens will be used to
perform bonded seam strength testing with the remaining five specimens to be used for
peel adhesion testing. Details of the test procedures are ouflined below.
specs\02776.std
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Revegetation - Seeding, Sodding, Hydroseeding
sEcTtoN o2a21
REVEGETATION - SEEDING, SODDING, HYDROSEEDING
Furnish labor, materials, equipment and services to complete the following
work which shall include but not necessarily be limited to:
Soil Preparation and Scarification
Topsoil Placement
Seeding, hydroseeding or sodding
Fertilizing
Mulching
lnstalling erosion blanket
Maintaining areas
1.42 Related Work Specified Elsewhere.
Section O22OO - Excavation and Embankment
Section O22O1 - Excavation and Backfill For Structures
1.03 Submittals:
2.O1
1.OO GENERAL
1.01 Scope
A.
1.
2.
3.
4.
5.
6.
7.
I A' Seed mixture certifications stating botanical & common name, percentage byweight, and percentage of purity, germination, and weed .eeo bi e-Ciilrassspecies.B. Certification for mulch as "weed free".C. Certificates of compliance for fertilizer and tacifier.
2,AO MATERIALS
Seed Mix. Seed shall be at least g57o pure and shall have a minimum germinationpercentage of 85o/o. Seed shall be furnished separately or in mixtures in standard
containers with the same seed name, lot number, net weight, percentages of purity
and of germination and hard seed, and percentage of maximum weed seed contentclearly marked for each kind of seed. The Contractor shalt furnish the Engineer
duplicate signed copies of a statement by the vendor certifying that each lot oiseedhas been tested by a recognized laboratory for seed testing within 6 months of dateof delivery' This statement shall include: Name and address of laboratory, date oftest, Iot number of each kind of seed, and the results of tests as to name, percentageof weed content for each kind of seed furnished, and in case of a mixture, theproportions of each kind of seed.
a
A. Bureau Reclamation See d Mix
Revegetation - Seeding, Sodding, Hydroseeding
PLS lbs/Acre
1.50
1.50
1.50
3.00
1.50
t
Agropyron dasystachYum
Thickspike Wheatgrass
Agropyron smithii " Atriba"
Western Wheatgrass
Agropyron trachycaulum
Slender Wheatgrass
Bromus maginatus
Mountain Brome
Bouteloua gracilis
Blue Grama
Koeleria cristata
June Grass
Oryzopsis hymenoides'Paloma"
lndian Ricegrass
Poa fendleriana
Mutton Grass
Sitanion hysterix
Squirreltail
Sporobolus cryPtandrus
Sand Dropseed
50
1.OO
.25
.50
.50
14.75
o
Total:
Note: Above seed mix rates for drill seeding, double rate for broadcast
seeding
2.OA Topsoil. Material stripped from site consisting of loose friable loam reasonably free of
admixtures of subsoil, refuse, stumps, rocks, brush, weeds or other material detrimental to
proper development of vegetative growth. Topsoil shall be a minimum depth of four inches
(4"1.
2.O4 Straw Mulch. Mulch all seeded and hydroseeded areas with straw mulch. Material
for straw mulching shall consist of straw or oats, barley, wheat or rye and shall be certified
as weed free. A copy of the certification shall be submitted to the Engineer prior to
placement of any materials. Clean field hay may be substituted for straw when approved by
ihe Engineer. Straw or hay in such an advanced stage of decomposition as to smother or
retard the normal growth of grass will not be accepted'
2.06 Erosion Blanket. Erosion Blanket shall be as specified on Drawings. The blanket shall
be smolder resistant, not toxic to vegetation or germination of seed and shall not be toxic or
injurious to humans.o
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Revegetation - Seeding, Sodding, Hydroseeding
3.OO EXECUTION
3,Ol Time of vear to Seed and Hydroseed.
Sorino S eedinq Fall Seedinq
Spring thaw to July 1st Oct. 1 Sth until consistent ground freeze
(a) "Spring thaw" shall be defined as the earliest date in a new calendar year in
which seed can be buried %-inch into the surface soil (topsoil) through normal
drill seeding methods.
(b) "Consistent ground freeze" shall be defined as that time during the fall monthsin which the surface soil (topsoil) due to freeze conditions, prevents burying
the seed lz-inch through normal drill seeding operations. At no time shall seed
be sown, drilled or otherwise planted when the surface soil or topsoil is in a
frozen or crusted state.
{c)Seeding at any time other than within the above seasons shall be allowed onlywhen the contractor submits a written request for permission to do so and
permission is granted. ln the request, the contractor must agree to apply the
specified seed at a rate of not less than 25 percent greater per unit area than
the rates specified for use within the seeding season. The additional materials
shall be furnished and placed at the Contractor's expense. The Contractor
must also agree to reseed, re-mulch and repair any areas seeded out-of-season
which fail to wind, erosion, lack of germination and/or disturbance by the
Contractor.
(d)where out-of-season seeding is ordered, the cost of additional material, if
required, will be paid for, and in this event, the Contractor wi[ not be held
responsible for damage or failure beyond his control due to out-of-season
seeding.
3.O3 Toosoil Pla cement.
A General: when job site has been shaped and ready for placement of topsoit,
cover all cut-fill areas and construction scars with topsoil to depth of 4,'.contour all surfaces to approximate grade and blend with existing adjacent
terrain in accordance with detail drawings.
Slope Rounding: Round top and bottom of slopes and feather into undisturbed
natural terrain. Avoid abrupt grade changes, making smooth transitions from
slopes to more level areas.
slope Molding: Avoid long continuous srope faces by molding face of slope to
accent existing adjacent terrain. Steepened slope faces near ridges and bluffs,
o
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Revegetation - Seeding, Sodding, Hydroseeding
laid back to link to natural draws, creating an undulating face'
Surface Roughing: Gouge slope surfaces of 2:1 or steeper with horizontal
ridges and trenches to depth of 6" minimum, creating roughened surface to
lessen erosion, improve moisture percolation and soil layer binding. Trenches
or ridges shall not be longer than 30' to prevent water accumulation and
flowing water to cause rivulets.
3.06 Seedinq and Soddinq.
A. HYDROSEEDING
1 Seed and fertilizer shall be applied by spraying them on slopes of 3:1 or
greater gradient in the form of an aqueous mixture and by using the
methods and equipment described herein.
Spraying Equipment. The spraying equipment shall have a container or
water tank equipped with a liquid tevel gauge calibrated to read in
increments not larger than 50 gallons over the entire range of the tank
capacity, mounted so as to be visible to the nozzle operator. The
container or tank shall also be equipped with a mechanical power-
driven agitator capable of keeping al the solids in the mixture in
complete suspension at all times until used.
The unit shall also be equipped with a pressure pump capable of
delivering 1OO gallons per minute at a pressure of 10O pounds per
square inch. The pump shall be mounted in a line which will recirculate
the mixture through the tank whenever it is not being sprayed from the
nozzle. All pump passages and pipetines shall be capable of providing
clearance for 5/8" solids. The power unit for the pump and agitator
shall have controls mounted so as to be accessible to the nozzle
operator. There shall be an indicating pressure gauge connected and
mounted immediately at the back of the nozzle.
The nozzle pipe shall be mounted on an elevated supported stand in
such a manner that it can be rotated through 3600 horizontally and
inclined vertically from at least 2Oo below to at least 60o above the
horizontal.
There shall be a quick-acting, three-way control valve connecting the
recirculating line to the nozzle pipe and mounted so that the nozzle
operator can control and regulate the amount of flow of mixture
delivered to the nozzle. At least three different types of nozzles shall
be supplied so that mixtures may be properly sprayed over a distance
varying from 2O feet to 1OO feet. One shall be a close-range jet
nozzle, For case of removal and cleaning, all nozzles shall be
connected to the nozzle pipe by means of quick-release couplings.
D
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Revegetation - Seeding, Sodding, Hydroseeding
ln order to reach areas inaccessible to the regular equipment, an
extension hose at least 50 feet in length shall be provided to which the
nozzles may be connected.
Mixtures. Seed and fertilizer shall be mixed together in the relative
proportions specified, but not more than a total of 22O pounds of these
combined solids shall be added to and mixed with each 1OO gallons of
water.
All water used shall be obtained from fresh water sources and shall be
free from injurious chemicals and other toxic substances harmful to
plant life. Brackish water shall not be used at any time. The
Contractor shall identify to the Engineer all sources of water at least 2
weeks prior to use. The Engineer may take samples of the water at
the source or from the tank at any time and have a laboratory test the
samples for chemical and saline content. The Contractor shall not use
any water from any source which is determined to be unsuitable by the
Engineer following such tests.
All mixtures shall be constantly agitated from the time they are mixed
until they are finally applied to the seedbed. All such mixtures shall be
used within 2 hours from the time they were mixed or they shall be
wasted and disposed of at locations acceptable to the Engineer.
Mixtures of seed and fertilizer shall only be sprayed upon previously
prepared seedbeds. The mixture shall be applied by means of a high-
pressure spray, which shall always be directed upward into the air so
that the mixtures will fall to the ground like rain in a uniform spray.
Nozzles or sprays shall never be directed toward the ground in such a
manner as might produce erosion or runoff.
Particular care shall be exercised to ensure that the application is made
uniformly and at the prescribed rate and to guard against misses and
overlapped areas. Proper predetermined quantities of the mixture in
accordance with Specifications shall be used to cover specified
sections of known area. Checks on the rate and uniformity of
application may be made by observing the degree of wetting of the
ground or by distributing test sheets of paper or pans over the area at
intervals and observing the quantity of material deposited thereon.
Seeding shall be at 1.5 lbs. per 10O0 sq. ft. or 65 lbs. per acre.
B. DRYLAND SEEDING
Do not use wet seed or seed which is moldy or otherwise
is damaged in transit or storage.
2, Sow seed using a spreader, seeding machine or drill seeder. Do not
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Revegetation - Seeding, Sodding, Hydroseeding
seed when wind velocity exceeds 5 miles per hour. Distribute seed
evenly over entire area by sowing equal quantity in 2 directions at right
angles to each other.
Sow not less than 1.5 lbs. per 1O0O sq.ft.
Rake seed lightly into top 1/8" of soil, roll lightly, and water with a fine
spray.
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3.
4.
4.OO MEASUREMENT AND PAYMENT
See Bid Schedule
END OF SECTION
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TREE RELOCATION AND PROTECTION
1.OO CONSTRUCTIONREQUIREMENTS
1.01 Description. This work consists of tree relocation and protection in accordance with these
specifications.
1.02 Materials
Burlap and rope: Biodegradable, of sufficient size and weight to support
retain rootball soil without tearing, stretching or breaking.
wire, cable and chicken wire: New material free from rust, kinks and fraying, and
of sufficient size and weight to support intended loads.
waten clean and potable, free from substances detrimental to plant growth.
Topsoil: Natural, friable, fertile soil characteristics of productive soil in the vicinity,
reasonably free of stones, clay lumps, root and other foreign matter.
Organic Mulchen
Shredded or pulverized material at least one year old, composted to
destroy weed seeds, low in minerals and woody material.
Manufactured compost product from recycled sewage, sludge and ground
organic material, free from heavy metals, salts and other substances
harmful to plant groMh. submit product manufacture/s, testing data for
approval to Owner's Representative.
F. Guying and Staking:
1. Stakes shall be standard B'-0" metal "T" fence post painted green
Protective loops shall be grommeted 2" nylon strapping of sufficient length
to avoid contact of wire or grommets with the trunk of the tree, and of a
composition durable enough to last two years. Ends shall be heat-sealed to
prevent fraying.
3. Guy wire shall be pliable galvanized iron wire, not lighter than 14 gauge.
Fertilizers:
Foliar feeding fertilizer: 10-1 0-1 0 water-soluble fertilizer.
B ackfill fe rti lizer: S low-release, ba la nced fertilizer, such as ZO-ZO-2O
H Tree Protection fencing; Standard wood slat snow fencing, or organic plastic safety
fencing or approved substitute.
A:
B.
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D.
E.
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1.03 Preparation.
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Estab/ish Rootbatt Size. Diameter of rootball shall equal 10 to 12 times the trunk
diameter at 12 inches above ground level. The Owne/s Representative based on
the avaitability of mechanical transplanting equipment may approve deviation from
the above specification.
Tie-Up Lower Branches to minimize intederence with digging operations. Pruning
of lower branches will not be allowed without specific instruction from the Owne/s
Representative.
1.04 Dioqinq and Transoortino Trees.
Digging Trees by Hand.
1. Excavate trench 6" to 12" outside finished rootball size to just below dept of
majority of lateral roots. Trench should be sufficient width to work in
comfortably. Shape ball by hand to a rounded form with the base 8'to 12'
smaller than the top diameter. Make all rood cuts clearly.
Tightly cover rootball with burlap or other approved material securing it with
nursery nails. Drum lace rootball with rope or cable, depending on size,
and overlap with chicken wire. Tighten chicken wire by twisting with a hay
hook or similar device.
Undercut one side of rootball and tip to break free.
Lifting method of rootball will depend on size and weight. Provide
manpower, equipment and rigging as necessary to move tree without
damage to rootball, trunk or branches. Lift tree by slinging or cabling
rootball unless the Owner's Representative approves other means.
Transport tree short distances by handcart or with lifting equipment when
possible. Transport trees longer distances by loading and securing to a
vehicle or trailer. Use timbers, hay bales or similar material to support and
stabilize rootball during transport.
B. DiggingbyMechanicalTree-MovingEquipment-
Sharpen tree spade blades aS necessary to cut roots cleanly. Prune roots
extending between blades after lifting.
Center tree between blades and insert blades to full depth.
Lift tree and secure to equipment for transporting.
1.05. TemporaryStoraqe.
A. Temporary Receiving Pits.
A.
B
A.
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B
1. Prepare receiving pits prior to digging trees to be moved'
2. Receiving pits shall be spaced a minimum of 18 feet on center.
3. Excavate receiving pits to a depth of one-half the final rootball depth and
two feet greater in diameter.
Heeling-ln lrees.
1. place tree in the center of the receiving pit. Leave burlap, lacing and
chicken wire on hand-dug trees. Do not extract blades of transplanting
machine.
2. Backfill receiving pit with topsoil, tamping firmly in pla9e. Extract blades of
transplanting ,I"nin" after completion of backfilling. Do not leave voids or
pockets in receiving Pits.
3. Mound topsoil around exposed portion of rootball. Provide at least 6 inches
of cover over the top of the rootball and at least 12 inches cover on the
sides. slope sides of topsoil mound to a stable angle of repose.
Temporary GuYing.
,1. Guy stored trees in at least two directions according to the prevailing wind'
cuying should prevent trees from being tilted or shifted by wind.
2.UsetreeStraps,cableandstakesasneededtosecurelyguytrees.
c.
D. Watering.
1. Water stored trees thoroughly after completion of backfilling and guying'
Trees shall be watered t6e-same day that they are moved' Provide
sufficientwatertomoistenrootballandbackfillmaterial'
2. Monitor rootball moisture daily to prevent rootball from drying during the
duration of temPorary storage'
3. Mist foliage twice per day (morning and afternoon) to reduce moisture loss
through transPiration.
E. Sde Restorafion.
Oi. Restore temporary storage site to original condition after trees have been
moved to final location.
Orientation.
1. Orient tree in designated location by either:
F
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g. setting plant at same sorar orientation as it originaily hadb. Setting plant to match the slope of the grounOiurfa'ce.o
1.06. Replacinq.
1.Ground surface orientation shall take precedence over solar orientation.
B. Receiving pit.
1' Excavation of planting pit - After preparation of soil and/or planting areas,the plant pit shall be excavated in a cylindrical shape with verticalsi"des andflat or convex-shape bottom.- ln clay or tightly compacted soils, scariffsides of plant pit. Diameter of plant pit shall ne it teasi twice the spread ofball or container. Plant pits shall be excavated below Rnisfr giaoe asrequired to accommodate the bart. Refer to pranting detairs.
2' For hand dug trees, diameter of receiving pit need only be large enough toailow backfiil soir to be easiry worked in aiound roots.
3' For machine-dug trees, prepare receiving pit with same machine used indigging operation. Scarifl sides of pii to etiminate slick sides. Usetransplanting machine to re-dig and transport tree from temporary-storagesite. Backfill any voids with topsoil after placing tree in receiving pii.
C. Watering and Mulching.
1' Water planted tree thoroughly to moisten rootball and setfle backfillmaterial.
2' Construct basin around tree at edge of rootball. Add four inches ofspecifiedwoodchipmulchtobasinaft]erinitialwateiing.
3. Monitor rootbail moisture daily to prevent rootballfrom drying.
4' Mist foliage daily (afternoon) to reduce moisture through transpiration. Wetfoliage just to runoff.
D. Fertilization.
1. Foliarfeed transplanted trees with misting operation once perweek. Feedduring morning hours only. Mix fertilizel at a rate of 2 ounces per.l00gallons of water with a detergent spreader added at a rate of 8 ounces per
100 gallons of water.
2. Apply backfill fertilizer to surface of planting pit at a rate equal to 0.20pounds of-Nitrogen per square yard. Do noi apply fertilize close to trunk.carcurate fertirizer apprication by the foilowing foimuta:
a. pit area (sq.yd.) x 0.t20# x 100/%N = # per ptanting unit.
E. Pruning.
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2.
1.07. Mulching.
A. Mulch.
1.
Utilize industry accepted pruning practices'
Prune only broken or damaged branches back to trunk or first good lateral
2.
Mulch shrub beds designated on landscape plans to a depth of 4" with the
specified mulch. Grouid cover and perennial beds are to be mulched to a
depth of 2". Annual beds are not to be mulched'
Plant masses in native grass areas are to be mulched as a group whenever
possible. where plant spacing exceeds 5' o.c., or 3' between evergreen
iree driplines, mulch plants individually per 800'07 B below'
Existing trees are to receive 4" of the specified mulch. Mulch to extend 2'-
0" from-trunk of deciduous trees to the dripline of evergreen trees.
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B.All Trees in lawn and native grass areas shall be mulched with the specified wood
chips to a depth of 4". Tree iings shall be free of all grass and weeds and shall be
2' in diameter for deciduous trees and to the dripline for evergreen trees unless
otherwise noted.
o 1.08.
mulch.
Pre-Emerqent. Apply pre-emergent per the manufacture/s recommendations below all
End of Section
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