HomeMy WebLinkAbout1.0 ApplicationLOYAL E. LEAVENWORTH
CAROLYN M. STRAUTMAN
CYNTHIA C. TESTER
SHANE J. HARVEY
DONALD H. HAMBURG
Of Counsel
LEAVENWORTH & ASSOCIATES, P.C.
ATTORNEYS AT LAW
May 17, 1996
Mr. Eric McCafferty
Garfield County Building and Planning Department
109 Eighth Street
Glenwood Springs, CO 81601
1011 GRAND AVENUE
P.O. DRAWER 2030
GLENWOOD SPRINGS, COLORADO 81602
TELEPHONE: (970) 945-2261
FAX: (970) 945-7336
Re: Cedar Hills Ranch Subdivision Final Plat Submittal
Dear Eric:
We are pleased to enclose the following documents in regard to final plat submittal for
Cedar Hills Ranch Subdivision, Garfield County, Colorado. This submittal includes the
following documents:
FROM LEAVENWORTH & ASSOCIATES, P.C.:
1. Proposed Subdivision Improvements Agreement and Site Specific Development
Plan in regard to Cedar Hills Ranch Subdivision, including the following exhibits:
a. Property description;
b. Engineer's estimate of public improvements costs;
c. Disbursement Agreement (see paragraph 4, infra);
d. Notice regarding building permits.
2. Declaration of Protective Covenants for Cedar Hills Ranch Subdivision.
3. Homeowners Association documents, including the following:
a. Articles of Incorporation;
b. Bylaws of Association;
c. Minutes of Members and Executive Board of the Cedar Hills Ranch
Homeowners Association in regard to organization of the non-profit corporation.
C:\FILES\MCCAFFhR.1 LT
LEAVENWORTH & ASSOCIATES, P.C.
Mr. Eric McCafferty
Page 2
May 17, 1996
d. Quit Claim Deed and Assignment between Owners/Subdividers and the
Cedar Hills Ranch Homeowners Association regarding Subdivision
components.
e. Agreement between Owners/Subdividers and the Cedar Hills Ranch
Homeowners Association regarding assignment of Subdivision
regulation/control.
4. Disbursement Agreement in regard to collateral associated with the public
improvements between the Owners/Subdividers, Bank of Colorado - Western Slope, and the
Board of County Commissioners of Garfield County.
5. Letter dated May 13, 1996, from Norman Clasen (Spring Creek Land Company,
L.L.C.) to Eric McCafferty in regard to the Subdivision revegetation plan.
6. Letter dated May 8, 1996, from Don Zordel, Burning Mountain Fire Protection
District, in regard to emergency access gate approval.
FROM HIGH COUNTRY ENGINEERING:
1. Letter dated May 15, 1996, from Roger Neal, Project Engineer, to Eric
McCafferty in regard to the submitted final plat drawings, including an estimate of construction
costs for public improvements.
2. Three sets of final plat drawings created by High Country Engineering for the
Cedar Hills Ranch Subdivision.
FROM ZANCANELLA & ASSOCIATES, INC.:
1. Letter dated May 14, 1996, from Zancanella & Associates to Norm Clasen in
regard to the water level in Cedar Hills Well No. 3 as of May 3, 1996.
2. Submittal documents dated May 15, 1996, submitted to the Colorado Department
of Health in regard to community water supply approval.
In regard to water -related matters for the Cedar Hills Ranch Subdivision, we are
currently in the process of getting the new well permits approved, and expect to have such
permits to you prior to the June 10, 1996, Board of County Commissioners' meeting. Approval
of the Cedar Hills Ranch water supply system in regard to community water system
requirements, as indicated in the correspondence and documentation submitted by Zancanella &
C: \FU FS \ MCCAFFER. 1LT
LEAVENWORTH & ASSOCIATES, P.C.
Mr. Eric McCafferty
Page 3
May 17, 1996
Associates herein, shall also be delivered to you before the June 10 hearing date. Also in regard
to the Cedar Hills water system, the West Divide Water Conservancy District as of today's date
has published the first of three consecutive weekly notifications as to Clasen's annexation for
petition into the District. The Board of Directors of the District has set a meeting for June 3,
1996, to formally approve such annexation. We do not expect the public hearing before the
West Divide Board to present any unexpected hurdles, particularly since the Board has already
approved the contract. The Board's final order shall be filed with the Garfield County Clerk
and Recorder's office along with an Order for the Court's authorization, a purely ministerial act,
and a copy of such Order shall also be submitted to you before the June 10 hearing date.
Furthermore, Mr. Clasen has submitted an application to the District for change of ownership
in regard to the West Divide Water Contract from his ownership to that of the Association.
In regard to vested rights, please let us know whether you provide a standard notice form
for publication in regard to such rights pursuant to C.R.S. §24-68-103 or if you would like us
to draft such a notice for publication. As this submittal is for final plat, we would like to review
the vested rights and final plat public notice in regard to the hearing before such notice is
published. Finally, a tax certificate has been ordered and shall be delivered to you which
evidences payment of the necessary ad valorem taxes on the property in question.
Please feel free to contact this office directly if you have any questions, comments, or
concerns in regard to this final plat submittal and any of the documents contained therein.
SJH: rin
Enclosures
cc: Tom Zancanella
Roger Neil
Norm Clasen
C:\FII FS\MCCAFFER.1LT
Very truly yours,
LEAVENWORTH & ASSOCIATES, P.C.
Shane J.
LOYAL E. LEAVENWORTH
CAROLYN M. STRAUTMAN
CYNTHIA C. TESTER
SHANE J. HARVEY
DONALD H. HAMBURG
Of Counsel
LEAVENWORTH & ASSOCIATES, P.C.
ATTORNEYS AT LAW
June 7, 1996
Mr. Eric McCafferty
Garfield County Building and Planning Department
109 Eighth Street
Glenwood Springs, CO 81601
ciha
1011 GRAND AVENUE
P.O. DRAWER 2030
GLENWOOD SPRINGS, COLORADO 81602
TELEPHONE: (970) 945-2261
FAX: (970) 945-7336
Re: Cedar Hills Ranch Subdivision Final Plat Submittal
Dear Eric
HAND DELIVERED
Enclosed please find a copy of a letter dated June 6, 1996, from the Colorado
Department of Health, approving the plans for the Cedar Hills water system. Also enclosed is
the final draft of the Disbursement Agreement with Bank of Colorado - Western Slope, which
constitutes the performance guarantee for the Cedar Hills Ranch Subdivision Improvement
Agreement. I am enclosing both a redlined copy and a clean original for your convenience.
The Disbursement Agreement is Exhibit C of the Subdivision Improvement.
We have been advised by the Colorado Division of Water Resources that the well permits
for the Cedar Hills Ranch have been approved under the West Divide Water Conservancy
District substitute water supply plan. The four approved permits are numbered: 46653-F,
46654-F, 46655-F, 46656-F. We hope to deliver copies of the approved permits to you yet
today, but should have them by Monday at the latest.
We look forward to meeting with you and the Commissioners on Monday at 4:15 p.m.
If you have any questions, or would like to discuss any aspect of the Final Plat Submittal,
please contact me.
LEL:jp
Enclosure
cc: Norm Clasen w/enc.
Roger Neal w/enc.
Tom Zancanella w/enc.
Don DeFord w/enc
F: \FILES\MCCAFFER.2LT
Very truly yours,
LEAVENWORTH & ASSOCIATES, P.C.
. Leavenworth
• TITUP11 '915 1E:4�HM LE�b'ErWJPTH HrJn5E F. C
T4 ' 64. -r'3.3b P- •w&
P.2
DISTRICT COURT, COQIIT'Y OF GARFIELD, STATE 4F COLDIIADO
Case No, 553 �'^~ ��..s
FINDINGS AND ORDER CCNCERNINC THE INCLUSION OF LANDS IN THE WEST
DIVIDE W4 LR CCrNS `RvANCY DISTRICT
IN THE 1 TTER CI' Tia PETITION FOR THE ORGMIZATIGN OF THE WEST
DIVI04 W. Tia u0N8ERVANCY DISTRIcfi
NATTtak oohing beecre the CQurt upon the filing c.r ain
Order by the Ik.ca d say' Directors of the West Divide Water
Conservancy District granting the Petition of No= NoClasen,
Norman E. Clasen, to than, inclusion into tha District of the lands
r re,inafter sae. c:r. ibed;
The Court having reviewed said Order and tha findings
t ,era in contained, and ha i i concluded that the statutory
requirements for inclusion of lands within said District have been
met;
IT IS THEREFORE ORDERED, 1DJUDOED, AND DECREET) that the
_sends described on Exhibit A, attached Hereto and incorporated
herein by reference, situate in the County cf Garfield, State o:
Colorado, be and hereby are included in the West Divide Water
conservancy District;
IT 1$ FURTHER ORDERED that the above-described lands has
included wiU th and made a part of existing Division 3 at said
at.rict.
Don; thiS day of
springs, ,co1cradc.
5Y THE COURT:
cri',8 ‘ 1.
District Judge
1596, in. Gienwc!od
':•h� r;iovin party is hsreby ordered.
tc. prDvido a cope of this or epi
all parties of record w th n seven (7)
Bayo 'from trio date of this order,
JUN -06-1996 10:56 FROM STUUER & GEORGE P.C.
. rf.• :
NOTICE OF PETIT)Cto FoR Ncuiziott
iLirtrAn
PLEASE TAKE NOTiCE mat Cig4011, Al Nor,
man E. Clasen. has Mod •is PaMon ath *am c+-i-
vido Nolo.
Consonancy OlstriZ rucLacatrig2oe Inc/A...tom r1 d
Cismc: of Mo fallowing 4oacrtbo4 Mods :cantor, in the
Counr.9
cd Sa.rtiald, &a&; CeofOSO: ia-urtE.
A imeZ Of ;and usurd it to ntorPloocI 046:107 at So: -
!ion 1, •Toornor.ip 6 South. Range .,a2 West ci4tta Th
P.M. and tie nor/hunt.% quarto; DI Semon E. Tmariabo
tr.-caari„ Ramie1. West ai the Str. P.M.. County ct
Gori;cia. Staio ci Coicratia: 3a:= cf tand Ir•
CLQdit1 aria mica N 21ta Csdfield'ittou,-4Ccrk and
Fiecorder ctBaou33 zt Pogo Nit, Recersitan No
4l1.4.64, arta Wing tram ,varaatkiaily auscribtal at: tOi•
lawz:
Fkulirtntny at tna ncrtrivoos: cornet -DI Sedan c1. The
tacit ptif.1 bognrane: mance north 88'4834" buol
oictrig ma mannerly pine or Bats forecrion o ;anti
trtara,zionving arAM nontieriy!ino scirch OCIC'54: eilfM
2.17C1S 4141 to appal:re � Ito ruxthony nslim-of,vay
tIna Cy..enty Rea; N. Z14; thance south 7S"1'4P
c.,terts tot, rterrticrir nsilt-ai-way ma al 3'c`,7,04111
4 Rd.= 1,338.1.5 teat to ; p&n: in an osalinz,, fte4N;
c4•vonca !cawing aagt notirty riviit-tif•rray cern
06.3826on nersimg :.130,43 footi
thartoo Canttnumg aorto czEr) 'ner;44 north
&2'T/1r ea -at 69.11,s (ow; Mena,: continuing aieng
saas x:Al)oy fence north 3120'4r oat1 12-54.05 feat
to a point on the narthariy !ieg Oil said Sacraan 1;
Mona: iniatala oofic azistrts terra aiarq the nofrforil
Itrza of Otaid Stmtlion t north gg',4",-..r oz.7‘ 3es.e.5 low
Pat the ocuth qt.o.trau earner of man 33, Tctiw7OtrO1 5
South, ilznac SI 1,114-A of Ma CO P.M.; Menus cortiriu-
:no slang zaki nefOloely ilnanr.t 9114'50' ar‘70:1
£60,51. foot to Mu ;roc point eo; negarong: said ram c[
TantS cortrzinir.377 .296 acteL. more or 'Ans.
Stitd Patttlort Mall Let rtEterz at irto rotjt,it4- Mitoting
010 61.itrtiGiDurecoors of said DistriCt art thy/ srg.artr of
Juno, lgtla. at 10:ce a.m. as ir,B 82.5tiver a
eboule. PC., :20 West Mini StA•Oe. Ca(PraCe,
whIn and pr s inImitsted thrtfl appear
ants :mow =se 132arlartit, wry 44rata Pa.:Au*, 31
mac toe gamed. The oSure of ony person to filo a ATI,
it.V1 ofoiecoon shall be mken332330012113 the
,taan22 Inv atcnoo-citracribocl Mnao..,NorTtLn t,-te DiZt7i,At
Writtort eajactiono mar iza itItaet zo olaaid
mottling my moiling or delivery lc thi4 Weal arts Wa,
Cr.sorryancy r-ristzict Bax4Th. Oat.
ctada ES6C-t4)11.
WEST DRADE WATER CONSEP.trixer us57PiCT
Ey ;sr William U. nri
secrpnin,
Punitsned May 17. 24, 31. ss96 ;nine aorta -4=i Pon
TO 9457336 P.02
PROOF OF PUBLICATION
GLENWOOD POST
STATE OF COLORADO,
COUNTY Of GARFIELD. NS.
-
r c , Dr`
do solemnly
• ' , . . :L. ......... ..„........ of the
swear that 1 am ..
1
GLE.NWOOD ?OST; that the EXm k newspaptr printed, in wire
or in part, and published in Olt.. C.:co-lacy of Ca:El.:id, State cE Colo-
rado and has a gerieral circulation therein; that 5aid newspaper hab-
been published continuousty and Linintern..iptediy in said County of
Garfield for a prod of more than Wry -two consecutive week.s next
prior ti". the first ptablic.:ition of tile afinvseci iceal notice or advertiee•
incra; that said newspaper has been admitted to Elle United States
;mails assect,w.f.c.c;aAs :natter under (he. pr:-,visirms of the Act of
March 3,1379, Cr any acrsancimenU the7eut and ti-,ar. said .newsraper
it a newspaper duty cuaiifiee for pu:otichinc; 'Legal slcas a.na
vertiserncf:ts •.1,,t;1n the (-meaning cr.' the laws of the State of
Cordo.
That the annexed legal iotice oradvercisemer.t was pubiisited In
the replar and entire issue a ever,: number of sLict newsper for
the period of 3 consecutive ihsertictr15: and that the first pub-
lication of said notice was in the issue of said Bewspap‘r- dated
Nay -1 7 and the izst publication of icaid
notice was .in the issue ci•E said newspaper ead A.D..
witnesz whereof I have hereunto set my hand this-
day of
,d 7.•
A..D., 19_?,:i.....
• 'N'i. -'.
...4t3ztleral DiLL . at' . b7sher
to before me, a notary public in and for the
of Coiorado. this -1 F, i'• day
.1 A.D, 15
Public
c.rn.ri x.ogr:;.; i':i:r!,...
sr., .-... 1)1
yl
2014 Grand AVe., Gienweod Springs, GO. 31601
JUN -06-1996 10:58 FROM STUUER 8, GEORGE P.C. TO 9457336 P.05
EXHIBIT A
A tract of laid situated in the northeast quarter of Section 1,
Township 6 South, Range 92 West of the 6th P.M. and the
northwest quarter of Section 6, Township 6 South, Range 91
West of the 6th P.M., County of Garfield., State of Colorado;
said tract of land described in the office of the Garfield County
Clerk and Recorder in Book 833 at Page 386. Reception No.
435454, and being more particularly described as follows:
Beginrttg at the northwest comer of Section 6, the true point
of beginning; thence north 88448'34" east along the northerly
lime of said Section 6 195.15 feet; thence leaving said northerly
lute south 004'20'54" east 2,170.28 feet to a point on the
northerly aright -of --way line of Coun Road No. 214; thence
south 78°11'46' west along the northerly right-of-way line of said
County Road 1,538.16 feet to a point in an existing fence;
thence leaving said northerly right-of-way north 00°08'26" west
along an erdsting fence 1,130.43 feet; thence continuing along
said existing fence north 82437'17" east 69.04 feet; thence
co;ntisPuing along said existing fence north 01°20'47" east
1,334.05 feet to a point on the northerly lire of said Section 1;
thence leaving said emoting fence along the northerly line of
said Section 1 north 89`44"13°' east 339.63 feet to the south
quarter corner of Section 33, Township 5 South, Range 91 West
of the 6t.h P.M.: thence continuing along said northerly line
north 89"34'50" east 860.68 feet to the true paint of beginning;
said tract of land containing 77.396 acres, more or fess.
TOTAL P.05
JUN -06-1996 10:58 FROM STUUER & GEORGE P.C.
TO 9457336 P.04
ADOPTED by the Board of Directors of west Divide Water
Conservancy District on the 3rd day of June, 1995.
ATTEST:
iiflC-'s u,•li. 6t1.�i�cv,�P'-i}'�+.,3.., etary
2
WEST DIVIDE WATER CONSERVANCY
DISTRICT
,,
Ke11y Coueyr rresident
$SJ
JUN -06-1996 10:57 FROM STUUER 2. GEORGE P.C. TO 9457336 P.03
DISTRICT COURT, COUNTY OF G ,RFIELt3, STATE OF COLORADO
Case No. 5534
ORDER OF BOARD OF DIRECTORS FOR INCLUSION OF CERTAIN LANDS IN THE
WEST DIVIDE WATER CONSERVANCY DISTRICT
IN THE MATTER OF THE PETITION FOR THE ORGANIZATION OF THE WEST
DIVIDE WATER CONSERVANCY DISTRICT
Tha Board of Directors of the vilest Divide Water
Conservancy District, having received and considered the Petition
of Norm Clasen, aka Norman E. Clasen, for the inclusion within the
District of the lands hereinafter described, finds:
1. That the Petition is to proper form pursuant to
C.K.S. §37-4td.-13C.
2. That proper notice of filing of such Petition and of
tte Board's nearing on said Petition has been duly given as
required by law.
3. That the Board has heard the Petition, and no
written objections thereto have been presented.
4. That a public hearing was held at the Offices of
Stuver & George, P.C., 120 West Third Street; Rifle, Colorado, alp
June 3, 1996, at 10:0C a.m., at which hearing said Petition and any
objections thereto were heard.
5. That a quorum of the Board was present at said
public hearing and, upon consideration of the merits of said
Petition, the Petition should properly be granted.
6. That the hereinafter -described land should properly
be included within the District and attached to and made a part of
existing Division 3 of the District.
NOW, THEREFORE, IT IS HEREBY ORDERED that said Petition
of Norm Clasen, aka Norman E. Clasen, shall be and hereby is
granted; and the lands described on Exhibit A, attached hereto and
incorporated herein by reference, situate in the County of
r;arfiP1d, state of Colorado, are hereby included within the
District;
AND FURTHER ORDERED that said lands shall be included
within and made a part of existing Division 3 of the District.
1
Form No.
GWS -25
APPLIQANT
OFFICE OF TME STATE ENGINEER
—COLORADO DIVISION OF WATER RESOU
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado
(303) 866.3551
NORM CLASEN
BOX 1155
BASALT CO 81621-
(970)927,3043
�1f;1'fR'S GOpy
WELL PERMIT NUMBER 046653 - __-
DIV. 5 CNTP, 23 WO 39 DES. BASIN MD
1235
Lot; 1 Biock: Filing: Subdiv: CEDAR HILLS RANCH
APPROVED Wi*LL. LOCATION
GARFIELD COUNTY
SE 1/4 NE 1/4 Section 1
Twp 6 S RANGE 92 W 6th P.M,
CHANGE OF USE OF AN EXISTING WELL
DISTANCES FROM SECTION LINES
2310 Ft, from North Section Line
1264 Ft, from East Section Line
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS QF APPROVAI,
1) This well shall be used In such a way as to cause no material injury to existing water rights. The Issuance of the permit does
not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right
from seeking relief In a civil court action.
2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a
variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors In
accordance with Rule 18.
3) Approved pursuant to CRS 37-90-137(2) for the change of use of an existing well, permit no. 175363 (canceled), appropriating
ground water tributary 10 the Colorado River, as an alternate point of diversion to the Avalanche Canal and Siphon, on the
condition that the well shall be operated (2LN when the West Divide Water Conservancy District's substitute water supply plan,
approved by the State Engineer, is In effect and when a water allotment contract between the well owner and the West Divide
Water Conservancy District for the release of replacement water from Ruedl Reservoir Is In effect, or under an approved plan for
augmentation. WDWCD contract #950726NC(b).
4) The use of ground water from this well is Limited to ordinary household purposes inside one single family dwelling, the irrigation
of not more than one (1) acre of home gardens and lawns, and the watering of domestic animals, with all uses being located
on a single residential site. The use of ground water from this well, in combination with all other wells operating under WDWCD
contract #950726NC(b), Is limited to serving ordinary household purposes Inside not more than 20 single family dwellings, the
Irrigation of not more than one (1) acre of home gardens and lawns, and the watering of domestic animals. All use of this well
will be Curtailed unless the water allotment contract or a plan for augmentation Is In effect.
5) The maximum pumping rate shall not exceed 15 QPM. The combined maximum pumping rate of this welt and all other wells
operating under WDWCD contract #950726NC(b) shalt not exceed 60 GPM,
6) The average annual of amount of ground water to be appropriated this well and all other wells operating under WDWCD contract
#950726NC(b) shall not exceed 9.23 acre-feet.
7) A totalizing flow meter must be Installed on this well and maintained In good working order. Permanent records of alt diversions
must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request
8) The well shall be located not more than 200 feet from the location specified on this permit.
8) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s)
as app(opriate. The owner shall take necessary means and precautions to preserve these markings.
10) This permit has been approved to serve one residential site only. You are hereby notified that you have the right to appeal the
issuance of this permit, by filing a written request with this office within sixty (60) days of the date of issuance, pursuant to the
State Administrative Procedures Act. (See Section 24-4-104 through 106, C.R.S.). Jj 6_5-_ 9 •
APPROVED
JD2
SUga Engineer
Receipt No. 0399237A DATE ISSUED JUN 0 6 199$ EXPII4ATION DATE JUN -0 6 199
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDmONS OF APPROVAL
1) This well shall be used in such a way as to cause no material injury to existing water rights. The Issuance of the permit does
not assure the appiicant that no injury will occur to another vested water right of preclude another owner of a vested water right
from seeking relief in a civil court action.
2) The construction of this well shall be In compliance with The Weter Well Construction Flubs 2 OCR 402-2, unless approval of a
variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in
accordance with Rule 18.
3) Approved pursuant to CRS 37-90-137(2) for the change of use of an existing well, permit no. 176514 (canceled), appropriating
ground water tributary to the Colorado River, as an attemate point of diversion to the Avalanche Canal and Siphon, on the
condition that the well shalt be operated 2r....A when the West Divide Water Conservancy District's substitute water supply plan,
approved by the State Engineer, is in effect and when a water allotment contract between the well owner and the West Divide
Water Conservancy District for the release of replacement water from Ruedi Reservoir Is In effect, or under an approved plan for
augmentation. WDWCO contract #950726NC(b).
4) The use of ground water from this well, In combination with all other wells operating under WDWCD contract #950728NC(b), Is
limited to ordinary household purposes Inside 20 single family dwellings, the Irrigation of not more than one (1) acre of home
gardens and lawns, and the watering of domestic animals, All use of this well will be curtailed unless the water allotment contract
or a plan for augmentation Is In effect
5) The maximum pumping rate shall not exceed 15 GPM, The combined maximum pumping rate of this well and all other wells
Operating under WDWCO contract #950726NC(b) shall not exceed 50 GPM.
6) The average annual of amount of ground water to be appropriated this well and all other wells operating under WOWCD contract
#950726NC(b) shall not exceed 9.23 acre-feet.
7) A totalizing flow meter must be Installed on this well and maintained In good working order. Permanent records of all diversions
must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request.
8) The Walt shall be located not more than 200 feet from the location specified on this permit, and not less than 600 feet from any
existing well owned by others, unless a waiver Is obtained.
9) The owner shall mark the welt in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s)
as appropriate. The owner shall take necessary means and precautions to preserve these markings.d b 1.o- y P6
APPROVED
J02
elite & gime(
Receipt No. 03992376
• • 6,- a KUbb 11Y5
Form No, OFFICE OF THE STATE ENGINEER
GWS -25 COLORADO DIVISION OF WATER RESOURCES
aC.�ntennldl Bldg., 1313 Sherman St, Denver, Colorado 80203
(x303) 866-3581
APPLICANT
NORM CLASEN
BOX 1155
BASALT CO 81621-
rV .
uC
WELL PERMIT NUMBER 046654
DIV, 5 CNTY. 23 WD 39 DES. BASIN F.—VD
Lot 19 Block: Filing: Subdiv: CEDAR HILLS RANCH
APPROVED WELL LOCATION
GARFIELD COUNTY
SE 1/4 NE 1/4 Section 1
Twp 6 S RANGE 92 W 6th P.M.
(970)927-3043
CHANGE OF USE OF AN EXISTING WELL
DISTANCES FROM SECTION LiNES
2161 Ft. from North Section Une
363 Ft. from East Section Line
F!9 COPY
DATE ISSUED JUN' 0 61996 EXPIRAT1ON DATE JUh 0 .G 1997
Form No. OFFICE OF THE STATE ENGINEER
GWS-25,.,r,COLORADO DIVISION Of. WATER FFESOURCES
818 Centennial Bldp., 1313 Sherman St, Denver, Colorado 80003
(303) 6663581
APPLICANT
NORM CLASEN
BOX 1155
BASALT CO 81621-
(970)927-3043
PERMIT TO USE AN EXISTING WELL
894
WELL PERMIT NUMBER 046655
DIV, 5 CNTY. 23 WD 39 DES. BASIN MD
Lot Block: Filing: Subdiv: CEDAR HILLS RANCH
etEF 1OVED WE'LL L ('CATION
GARFIEL,D COUNI Y
SE 1/4 NE 1/4 Section 1
Twp 6 S RANGE 92 W 6th P.M.
DISTANCES FROM SECTION LINES
. 2283 Ft. from North'. Section Line
951 Ft. from East Section Line
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER FLIGHT
CONDmONS OF APPROVAL,
1) This well shall be used in such a way as to cause no material Injury to existing water rights. The Issuance of the permit does
not assure the applicant that no Injury will occur to another vested water right or preclude another owner of a vested water right
from seeking relief In a civil court action.
2) The construction of this well shall be In compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a
variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors In
accordance with Rule 18.
3) Approved pursuant to CRS 37.90-137(2) for the use of art existing well, constructed as a monitoring and observation hole under
file no. MH -25885, appropriating ground water tributary to the Colorado River, as an alternate point of diversion to the Avalanche
Canal and Siphon, on the condition that the well shall be operated on when the West Divide Water Conservancy District's
substitute water supply plan, approved by the State Engineer, is In effect and when a water allotment contract between the well
owner and the West Divide Water Conservancy District for the release of replacement water from Ruedl Reservoir is in effect, or
under an approved plan for augmentation. WDWCO contract #950726NC(b).
'4) 'i he grourid 'r.'aier iron» thb wall In combination with all other wells operating under WDWCD contract 350t26NC(b) Is
limited to ordinary household purposes inside 20 single family dwellings, the irrigation of not more than one (1) acre of home
gardens and lawns, and the watering of domestic animals. All use of this well will be curtailed unless the water allotment contract
or a plan for augmentation is in effect.
5) The maximum pumping rate shall not exceed 25 GPM. The combined maximum pumping rate of thls well and all other wells
operating under WDWCD contract #950726NC(b) shall not exceed 50 GPM,
6) -1 ii evrIrarle annual of amount of ground water to be appropriated this well and all other wells operating under WDWCD contract
irS.:O726NC(b) shall not exceed 9.23 acre-feet.
7) A totalizing flow meter must be Installed on this well and maintained In good working order. Permanent records of all diversions
must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request.
8) The well shall be located not more than 200 feet from the location specified ort this permit, and not less than 600 feet from any
existing well owned by others, unless a waiver is obtained,
9) The owner shall mark the well In a conspicuous place with well permit number(s), name of the aquifer, and court case number(s)
as appropriate. The owner shall take necessary means and precautions to preserve these markings.
APPROVED
JD2
OWNER'SCOP
T) G -y-9b
Slats Engk,w
Receipt No. 03992370
DATE ISSUED 0 1996 EXPIRATION DATE
%for
' No. COLORADO DIVISION OF WATER RESOURCES
Canionnlal E'ddu.. 131:1 Shelia rni St, C7cnvor, Colorado 80203
(30) 823-350i
Ur, ,\J,.. S/. . a _. i,- '— ►... V1, \t..,..., 1
5
APPLICANT
NORM CLASEN
BOX 1155
BASALT CO 81621-
(970)927-31043
PERMIT TO CONS IHUCT A WELL
894
WELL PERMIT NUMBER 046656 .-
DiV. 5 CNTY. 23 WD 39 DES. BASIN MD
Lot: Block: Filing: Subdiv: CEDAR HILLS RANCH
APPROVED WELL LOCATION
GARFIELD COUNTY
SE 1/4 NE 1/4 Section 1
-Twp 6 S RANGE 92 W 6th P.M.
DISTANCES FROM SECTION LINES
2381 Ft. from North Section Line
942 Ft, from East Section Line
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDmONS OF APPROVAL
1) This well shall be used in such a way as to Cause no material Injury to existing water rights, The issuance of the permit does
not assure the applicant that no injury wit occur to another vested water right or preclude another owner of a vested water right
from seeking relief In a civil court action,
2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 OCR 402-2, unless approval of a
variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors In
accordance with Rule 18.
3) . Approved pursuant to CRS 37.90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado River,
as an alternate point of diversion to the Avalanche Canal and Siphon, on the condition that the well shall be operated only when
the West Divide Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect and when
a water allotment contract between the well owner and the West Divide Water Conservancy District for the release of replacement
water from Ruedl Reservoir Is in effect, or under an approved plan for augmentation. WDWCD contract #950726NC(b).
4) The use of ground water from this well In combination with all other wells operating under WDWCD contract #950726NC(b) Is
limited to ordinary household purposes Inside 20 single family dwellings, the Irrigation of not more than one (1) acre of home
gardens and lawns, and the watering of domestic animals. All use of this well will be curtailed unless the water allotment contract
or a plan for augmentation Is in effect.
5) The maximum pumping rate shall not exceed 25 GPM. The combined maximum pumping rate of this well and all other wells
operating under WDWCD contract #950726NC(b) shall not exceed 50 GPM.
6) The average annual of amount of ground water to be appropriated this well and all other wells operating under WDWCD contract
#950726NC(b) shall not exceed 9.23 acre-feet.
7) A totalizing flow meter must be installed on this well and maintained In good working order. Permanent records of all diversions
must be maintained by the well owner (recorded at Least annually) and submitted to the Division Engineer upon request.
8) The well shall be constructed not more than 200 feet from the location specified on this permit, and not less than 600 feet from
any existing well owned by others, unless a waiver Is obtained,
9) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s)
as appropriate. The owner shall take necessary means and precautions to preserve these markings,
�� �+-QUO
APPROVED
JD2
2
OWNER'S COPY
state ins
Receipt No. 0399237D - DATE ISSUED JUN 0 61996 EXPIRATION DATE JUN 0 6 1997
[(we) Pe55i CrA.Sfle
600 FOOT WELL SPACING STATEMENT
1. I(we) own real property described as Ca
rd
the SE 1/4 of the IVE 1/4,Section / , Township
th
G P.M., G a r County, Colorado. Located on our property are the following well(s) :
state as follows:
hj, �U P qn�l O IP 'ri
, Range
9) Wrs-F .
eo. a1770 Csfockw�fir well
€1SE P£R IT NQ_ IFI OWN)
2. I(we) have been apprised that Worm C.ic,sen (ceJ r -1;1ks Panck)
present owners of a parcel of land in the N() 1/4 of the
/VE 1/4, Section
1
Township 6 Snuiil , Range Wesf , 6 hi P.M., desire to drill a nev.
well or the extend the use of an existing wPll 1(we) also understand that the purpose of such well is se:
forth in the well permit application, and that I(we) have reviewed the application that was
submitted to the State Engineer and receipted by him under receipt no. 3 q 13 7 A)6,( A
3. The proposed location for the subject well will be less than 600 feet from one or more of my(our) wells.
4. By this statement I (we) are sperifically waiving any objection to the issuance of a well permit for the
subject well, as set forth in the referenced application, and would request that permit issuance not be
postponed or denied because of any concerns by the Division or others that the proposed well will
materially affect my(our) well(s) or water right(s). I(we) also specifically waive any right (I)we may have
to participate in a hearing before the State Engineer pursuant to Section 37-90-137(2), C.R_S.
Dated this 8 - day of mac_
tZ/ Z7(q t
c • _
, 19 9�
QUIT CLAIM DEED
THIS QUIT CLAIM DEED made this 2-3 day of , 1996, between
ALICE A. CASTLE (hereinafter "Grantor"), and NORMAN z CLASEN, LAURA B.
CLASEN and SPRING CREEK LAND COMPANY, L.L.C. (hereinafter "Grantees"), whose
address is P. O. Box 1155, Basalt, Colorado 81621; WITNESSETH:
That the Grantor, for and in consideration of Ten Dollars ($10.00), and other good and
valuable consideration, the receipt and sufficiency of which is hereby acknowledged, has
remised, released, sold, conveyed and QUIT CLAIMED, and by these presents does remise,
release, sell, convey and QUIT CLAIM unto the Grantees, their successors and assigns, forever,
all the right, title, interest, claim and demand which the Grantor has in and to that easement on
the east end of the property described in Exhibit A, attached hereto and incorporated herein by
this reference, from BLM land to the Roseman Ditch and also on the west end of the property
to the Roseman Ditch to water cattle from BLM, an easement which was conveyed to the
Grantor by that Warranty Deed dated June 3, 1992, and filed with the Garfield County Clerk
and Recorder's Office at Book 833 at Page 386.
TO HAVE AND TO HOLD the same, together with all and singular appurtenances and
privileges thereunto belonging or in anywise thereunto appertaining, and all the estate, right,
title, interest and claim whatsoever, of the Grantor, either in law or equity, to the only proper
use, benefit and behoof of the Grantees, their successors and assigns forever.
IN WITNESS WHEREOF, the Grantor has executed this deed on the date set forth
above.
STATE OF COLORADO )
COUNTY OF GARFIELD )
ss.
By
Alice A. Castle
Acknowledged, subscribed, and sworn to before me this..Z -C-day of
1996, by Alice A. Castle.
NFS,Smy hand and official seal.
Corrassion expires:
f1
C:\FILES\CEDARA. IQD
May 7, 1996
Notary Public
FC*NSHIP 6 SOUTH, RANGE 92 WEST OF THE 6TH P.M.
SECTION 1: Lot 1 and SE1/4NE1/4 lying North of County
Road No. 214.
EXCEPT DRAT part of the above described property lying Westerly
of the following described line:
Beginning at a point on the North line of said Lot 1 whence the
South Quarter corner of Section 33, Tp. 5 S., R. 91 W., 6th
P.M. bears E. 341.24 feet;
thence S. 0 degrees 09'07" E. 1333.23 feet;
thence S. 82 degrees 54'41" N. 69.04 feet;
thence S. 0 degrees 08'58" W. 1134.35 feet to a point on the
Northerly right of way line of the County Road.
TOWNSHIP 6 SOUTH, RANGE 91 WEST OF THE 6TH P.M.
SECTION 6: Lots 3 and 4 except that part conveyed out by Document
251949. That part of Lot 5 and the SE1/4NW1/4 described
as follows:
Parcel No. 1: Beginning at the Northwest Corner of
said Lot 5;
thence South along section line as fenced to -the North
right of way fence of the County road;
thence Easterly along North right of way fence of the
County Road, as fenced, 1.Y1 feet;
thence North to.the North line of said Lot 5;
thence Westerly along North line of said Lot 5, as
fenced, to the point of beginning.
Parcel- No. 2: Beginning at the Northwest Corner of
property described in Book 340 at Page 537 of the records
of Garfield County Colorado;
thence Northwesterly to the Northwest Corner of the
SE1/4NW1/ 4 of said Section 6;
thence Easterly along the North line of the SE1/4Nw1/4
to the intersection of the property described in Book
297 at Page 438 of the records of said County, as fenced;
thence Southerly along said property to the County Road;
thence Westerly along the North right of way of the County
Road to the intersection of property described in Book 179
at Page 442 of the records of said County;
thence along said property line to.Point of
Beginning.
EXHIBIT A
Spring Creek Land Co. LLC
Post Office Box 1155
Erik McCafferty Basalt, Colorado 81621
Garfield Planning Department (970) 927-4418
Glenwood Springs, CO
May 13, 1996
Dear Erik,
In regards to the revegatation plan and our conversations on this, I will work with your
recommendations to restore the land to a natural and esthetic level. Because most of the main
road runs through either pasture or sagebrush, we plan on revegatating with native grasses and
using the same grass that exists in the pastures in those areas.
We have been as careful as we can in not cutting any more trees than absolutely necessary. We
are in a moderate fire area now so to plant additional trees would not be suitable. We are going to
revegatate the slopes along the emergency access road with native grasses. This could prove to be
somewhat difficult because we lack water and the soils are not very kind to most grasses without
water.
We will probably have to make a couple of attempts at this but we are concerned about seeing the
slopes revegatated and will do our best to accomplish that as quickly as possible.
We will be working with experts to come up with the best seed mixes and have spoken with
people from the State Highway Department and individual consultants in this regard.
Ve truly yours,
it0(
Norm Clasen
Burning Mountains
Fire Protection District
Box 236
Silt, CO 81652
Board
Ross Talbott - Chairman
Joe Montover
Sean Mello
Tom Voight
Gordon Witzke
Don Zordel - Chief
Stu Cerise - Assist. Chief
May 8, 1996
To Whom It May Concern:
RE: Ceder Hills Subdivision
I have discussed the emergency escape route. I believe that gates with a chain and combination
lock will work instead of break away gates.
Thank you,
2
46if:// (2(pEdA,
Donald L. Zordel, Chief
Burning Mtns., FPD
May 15, 1996
Garfield County Planning
Attn: Eric McCafferty
109 8th Street
Glenwood Springs, CO 81601
RE: Cedar Hills Ranch Final Plat
HCE Job No. 95020.05
Dear Eric:
Enclosed are the final construction drawings and final plat for Cedar Hills Ranch. As you
know, Mr. Clasen has begun rough grading the roads within the proposed development and,
as with any construction, there are some minor changes associated with the submitted final
plat drawings which reflect the adjusted field conditions.
1. The entrance was moved approximately 40' to the west to provide some separation
between the existing homesite and the entrance road. A representative of the Garfield
County Road and Bridge Department met me on site and approved of the new
location.
2. At Stations 15+00 - 24+00, road curves were flattened with minor PI and radius
changes in order to match grades at the existing irrigation ditch and to minimize the
required fill at the irrigation crossing. This also modifies the shape of Lot 13 and the
detention pond.
3. At Stations 30+00 - 37+00, the switchback was moved south to force a balance cut
and fill as the road traverses up the hillside. Aerial topography in this area did not
indicate some features found in the field as the road was being roughed in.
4. At the request of the County Commissioners, additional effort was put into looking
for another route down from the top to provide emergency access. As you can see on
the current plan, a new alignment has been formulated which creates a much
smoother alignment as well as reduces some of the grades quite significantly. This
923 Cooper Avenue • Glenwood Springs, CO 81601
Telephone: (970) 945-8676 • FAX: (970) 945-2555
Mr. Eric McCafferty
Page 2
May 15, 1996
road will also aid in serving as a driveway to four of the lots which adjoin the road.
Emergency access gates will be placed just beyond the last driveway serviced on both
the top and bottom of the road. Lot 17 and Lot 18 were also reconfigured to match
the access road alignment, therefore avoiding a public road separating the same lot.
The emergency access road will also be constructed to a semi -primitive road standard
with 2' shoulders.
5. Plat notes have been added as itemized in Preliminary Plan approval conditions.
6. Additional building envelopes have been added on the plat to allow the relocation of
the three existing residences away from County Road 214. There has also been some
minor shifting of building envelopes to match field conditions.
7. An easement has been added on Lot 16 to reduce the length of utility lines around the
curve of the road.
8. Cedar Hills Road will be constructed to rural access standards with 6' shoulders
between the entrance and Station 24+00, and to semi -primitive standards with 2'
shoulders from Station 24+00 to the end.
If you have any questions or need additional information, please call.
Sincerely,
HIGH C
RY ENGINEERING, INC.
Roger Neal, P.E.
Project Engineer
RDN:rjh
cc: Norm Clasen
ENGINEER'S OPINION OF PROBABLE
CONSTRUCTION COST FOR
CEDAR HILLS RANCH PUBLIC IMPROVEMENTS
HCE JOB NO.: 95020.05
DATE:5/15/96
UNIT
ITEM QUANTITY COST COST
Mobilization & Grading 1 L.S. 65,000.00 65,000.00 *
Class 3 ABC 5614 C.Y. 15.00 84,210.00
Class 6 ABC 2800 C.Y. 20.00 56,000.00
Chip and Seal 12850 S.Y. 2.75 35,337.50
30" CMP Squash 86 L.F. 45.00 3,870.00 *
30" Flared End 4 Each 220.00 880.00
24" CMP 90 L.F. 35.00 3,150.00 *
24" Flared End 2 Each 180.00 360.00
18" CMP 319 L.F. 25.00 7,975.00 *
18" Flared End 14 Each 130.00 1,820.00
Class I Ground Sign 5 Each 200.00 1,000.00
24" DIP Waterline 60 L.F. 45.00 2,700.00
6" DIP Waterline 4430 L.F. 25.00 110,750.00
6" Water Valve 2 Each 400.00 800.00
Pump House and Pump 1 L.S. 4,500.00 4,500.00
Pond Fire Hydrant 1 Each 2,500.00 2,500.00
Fire Hydrant Assembly 2 Each 2,200.00 4,400.00
1" Water Service 15 Each 1,400.00 21,000.00
Riprap 10 C.Y. 20.00 200.00
Transformer Vault Exc. . 8 Each 700.00 5,600.00
4' Utility Trench 6230 L.F. 5.00 31,150.00
Conduit & Warning Tape 6230 L.F. 1.00 6,230.00
Electric Utility 1 L.S. 45,000.00 45,000.00
Telephone/Cable Utility 1 L.S. 7,500.00 7,500.00
Gas Utility 1 L.S. 30,000.00 30,000.00
Revegetation 1 L.S. 1,000.00 1,000.00
Tank Appurtances 1 L.S. 3,000.00 3,000.00
Water Tank 1 L.S. 36,000.00 36,000.00
TOTAL $571,932.50
*Indicates items which have already been built according to plans and specifica-
tions.
This opinion of probable construction cost was prepared for estimating purpose
only. High Country Engineering, Inc. cannot be held responsible for variances
from this estimate as actual costs may vary due to bid and market fluctuation
try
flz47,75 rI
923 Cooper Avenue • Glenwood Springs, CO 81601 1 : 610N t�,
Telephone: (970) 945-8676 • FAX: (970) 945-2555
P.O. Box 1908
1005 Cooper Ave.
Glenwood Springs,
CO 81602
Z4NC4NELL4 4NI3 455OCI4TES, INC.
ENGINEERING CONSULT4NTS
May 14, 1996
Norm Clausen
Cedar Hills Ranch
P.O. Box 1155
Basalt, Colorado 81621
Re: Water Level Cedar Hills Well #3
Dear Norm:
(970) 945-5700
(970) 945-1253 Fax
);I 1l
'1 i
' MAY -u1 6 1996 ,H i,
LEAVEN IOR T H & ASSOCIATES, P.C.
Per your request Zancanella and Associates has measured the water level in the Cedar
Hills well number 3. The water level May 3, 1996 was 71' 10" below the top of the well
casing, which is still three feet two inches above the 75 feet level where additional testing
would be required by your agreement with the county. This should be the lowest level of
the season because irrigation should begin mid-May.
If you have any questions please call our office at (970) 945-5700.
Very truly yours
Zancanella & Associates, Inc.
Thomas A. Zancanella P.E.
President
cc: Lee Leavenworth
Eric McCafferty
F:1952131WELL3.WPF
06/07/96 FRI 08:39 FAX 303 782 0390 CDPHE/WQCD
Roy Romer, Governor
Patti Shwayder, Aging Exeativy Director
cediG<ed to protecting and improving the heahh and environment o/the peop1e of Cotoraaa
4300 Cher Geek Dr. S. Laboratory Building
Denver, Colorado 80222_1530 4210 E.11 th Avenue
Phone (303) 592-200o Denver, Colorado 80220-3716
(303) 691.4700
STATE OF COLORADO
June 6, 1996
Thomas A. Zancanella, P.E.
Zancanellaand Associates, Inc.
P.O. Box 1908
1005 Cooper Ave.
Glenwood Springs, CO 81602
RE: New Water Supply - Approval
Cedar Hills Ranch HOA
1 PWSID# 123168
Garfield County
Dear Thomas:
Colorado
of Public
and Fnrimrunent
Thank you 'for your letter of May 29, 1996, including the
construction details for the water storage tank. I have also
received the completed chemical results for the new water source.
This new water treatment system now meets all State Design
Criteria.
The design and construction specifications for this water treatment
plant have now been reviewed in accordance with Article 2.1.5 of
the Colorado Primary Drinking Water Regulations, and are hereby
approved.
Any change orders and addendums must be submitted to this office
for approval.
When construction is estimated to be within 60 days o£ completion,
this office must be contacted by the project engineer. The State
may schedule a site Visit to conduct a final construction
inspection.
Upon completion of construction, a written certification from your
engineering firm must be submitted to this office stating that the
facility was built as approved by this office.
Approval of this project is based only on engineering design and
the facility's ability to provide safe potable water meeting the
Colorado Primary Drinking Water Regulations,
Sincerely,
C. O. `Hud' Mahn
Public Health Engineer
Drinking Water Program
WATER QUALITY CONTROL DIVISION
COM:jb/GENCOR4-
cc: Garfield County Health Department
Dwain Watson, District Engineer
DW Monitor/File, Erica Kannely
nt
E ooi
P.O. Box 1908
1005 Cooper Ave.
Glenwood Springs,
CO 81602
C3012 C L 6
Z4NC4NELL4 /4NA 455OCI4TES, INC.
ENGINEERING CONSULT4NTS
May 15, 1996
Colorado Department of Health and Environment
Bud Mahn
WQC-DW-B2
4300 Cherry Creek Drive South
Denver, Colorado 80222-1530
Dear Bud:
(970) 945-5700
(970) 945-1253 Fax
Enclosed for your review are the submittal documents for the proposed Cedar Hills Ranch
water supply system.
If you have any questions, or need any additional information, please feel free to contact our
office at (970) 945-5700.
Very truly yours,
Zancanella and Associates, Inc.
Thomas A. Zancanella, P.E.
President
encl.
cc: Norm Clasen
Lee Leavenworth
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Cedar Hills Ranch Water Supply
Submittal Documents for review by the
Colorado Department of Health
Table of Contents
Section Item No. of Pages
A Design Report 4
B CDOH-"Request for Review" form 2
C Flood Plain Certificate and mapping 2
D Water Quality Lab Results 2
E Technical Specifications
- Special Conditions 1
- Hydrostatic Testing HT 2
- Water Pipeline W 7
- Water Storage Tank WST 5
- Record Drawings RD 2
- Restoration of Ground RG 1
F
Design Drawings (24" x 36" Bluelines)
- Master Utility Plan Sheet 8 of 11
- Pump House Design Sheet 1W
- Tank Design Sheet 2W
- Details Sheet 3W
Well Construction Details
- Well #3 Construction Schematic
- Well Head Design Details
- Well #3 Drillers Log
- Well Permit Applications
- SEO Water Supply/Pump Test Review
Prepared
Zancanella & Associates
1005 Cooper Ave.
Glenwood Springs, Co. 81601
970-945-5700
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P.O. Box 1908
1005 Cooper Ave.
Glenwood Springs,
CO 81602
Z4NC4NELL4 41440 4S5O041E5, INC.
ENGINEERING CONSULT4I TS
May 15, 1996
Colorado Department of Health and Environment
Bud Mahn
WQC-DW-B2
4300 Cherry Creek Drive South
Denver, Colorado 80222-1530
Re: Cedar Hills Ranch Water System - Design Report
' Dear Bud:
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(970) 945-5700
(970) 945-1253 Fax
Introduction
Attached for your review is the design drawings for the proposed Cedar Hills Ranch water
system located near the Town of Silt, Colorado. The system will consist of two water wells
approximately 160 feet deep. The wells will pump to a 60,000 gallon water storage tank that
will ultimately serve up to a maximum of 18 units from a central water system.
Water Treatment
A chlorine contact tank has been designed to provide 35 minutes of chlorine contact prior to
distribution. The chlorine contact tank is proposed to be 24" diameter ductile iron or PVC
pipe 60 feet in length. This will provide 1409 gallons of detention storage prior to
distribution. The proposed plan assumes that there would be a combined pumping rate
from both wells of 40 gallons per minute. A 60 gallon plastic container and a pulse-a-tron
(model A plus) chemical feed pump will be used in the pump house to inject chlorine
solution into the water system.
Raw Water Supply
The primary raw water source will be provided from Cedar Hills Well #3 with a back up
supply provided from Cedar Hills Well #4. Well #3 has been constructed and Well #4 is
proposed following final plat and initial residential development within the subdivision.
These wells are currently awaiting permit review by the State Engineers Office under receipt
numbers 399237-C and D. Copies of the well permit applications and the well log have
been included for your review. Well #3 is constructed into alluvial materials of the Colorado
River. Well construction details are shown on the attached well schematic Figure 1. The
proposed well head details are shown on the attached Figure 2. The well and treatment
structures are not located within the 100 year flood plain as shown on the attached
floodplain mapping. The floodplain limits are based on studies by the Colorado Water
Conservation Board for the Colorado River.
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Water Quality
Tests for inorganic chemicals and radioactive particles have been performed. The
laboratory results have been summarized in Table 1. Samples for volatile organic
chemicals (VOC'S) have been taken and will be submitted to the laboratory fdr analysis.
The results will be forwarded to you as soon as they are available.
Financial Plan
The construction of the water treatment and distribution system will either be completed
prior to final plat approval, or will be bonded by the developer. Budgetary construction costs
for the system have been estimated at $150,000.00. We propose an initial water use rate
structure of $15.00 per month per tap which includes up to 10,000 gallons of metered use.
Any water use above 10,000 gallons per month would be assessed a metered rate set at an
inclining rate schedule as outlined in the following table.
Water Use (gallons)
Water Rate
10,000-20,000
$3.00/1000 gallons
20,000-40,000
$6.00/1000 gallons
>40,000
$12.00/1000 gallons
Water use billing will be managed by the Homeowners Association and will be a minimum of
$225.00 per month assuming a minimum of 15 Tots are to be connected to the system. The
flat rate should be sufficient to cover monthly operations estimated at the same costs
broken down as follows: $100 Electrical, $100 operation and testing, $25 materials. Billings
above the flat rate will be accrued to cover additional maintenance and replacement
requirements outside of normal month to month operations. The Homeowners Association
also will have the authority to levy assessments as required to cover contingency associated
with the water system.
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If you have any questions please call our office at (970) 945-5700.
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Very truly yours
Zancanella & Associates, Inc.
I 9'
Thomas A. Zancanella P.E.
President
L:\95213\CDHE.WPF
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Table 1
Colorado Department of Health .—
Maximum Contaminant Levels for Inorganic Chemicals (IOC's)
Contaminant
MCL in mg/L
Cedar Hills Well#3 mg/L
Arsenic
0.05
0.003
Fluoride
4.0
2.71
Asbestos
7 million fibers\liter
<2 million fibers\liter
Barium
2
0.04
Cadmium
0.005
0.0000
Chromium
0.1
0.003
Mercury
0.002
0.0000
Nitrate
10 (as Nitrogen)
0.02
Nitrate
1 (as Nitrogen)
<0.01
Total Nitrate + Nitrite
10 (as Nitrogen)
0.02
Selenium
0.05
<0.002
Antimony
0.006
<0.001
Beryllium
0.004
<0.001
Cyanide (as free Cyanide)
0.2
<0.002
Nickel
0.1
<0.001
Thallium
0.002
<0.001
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Colorado Department of Health /
WATER QUALITY CONTROL DIVISION /
Drinking Water Program /
4210 E. llth Avenue /
Denver, CO 80220 /
(303)331-4530 /
/
-From:
"Date Received" Stamp
REQUEST FOR REVIEW OF DRAWINGS AND SPECIFICATIONS
BY THE COLORADO DEPARTMENT OF HEALTH
PERTAINING TO POTABLE WATER SUPPLY FACILITIES
(Please Type)
C'Pr1r Ri tl s Ranch HFA
(Name of Municipality, District, Utility or Other Owner)
Business Address: Telephone: (303)
Legal Representative
Norm Clasen Owner
Name Title
County in which facility is located: Garfield
PWSID#
It is requested that the Colorado Department of Health, Water Quality Control
Division review the documents specified on the information page attached to
this form.
Documents
Submitted:
See final design report
Additional information may be requested by the Water Quality Control Division
and local government officials. This may include the relationship of this
facility to the area -wide plan, flood plain data, provision for maintenance
and operation of this facility, and legal status of the owner (district,
association, municipality).
Consulting Engineering Company: Zancanella and Associates
Project Engineer: Tom Zancanella
Registered 20481
Address: 1005 Cooper Ave
Glenwood Springs, CO 81602
Telephone: (970 ) 945-5700 fax: 970 945-1253
Estimated project cost: 150, 000.00 *
* (See item #8 in the instructions for financial information required.)
Estimated bid opening date: Currently negotiated for construction
Estimated completion date:
August 96
*****(See LAST PAGE for * ***
instructions *
)` 1540m/0103m
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CY
MHY 14 yb 14.55_ CLASEN HIGH COUNTRY Er iG I NEER I NG
INFORMATION REGARDING WELLS AND/OR WATER TREATMENT FACILITIES
must comp ate all Cr ormation
1. Type of water treatment facility (conventional, packaged, well with
chloriaaciou, etci) Please be specific.
Chlorinated well system, two Wells; Cedar Hills
P.1'1P 0;
Stell #3 and •proposed backup Cedar Hills Well **4
2.. Size: 1$ residences at full 044D) Population. Served: Q_ 017
buildf out
3. Operating Dates:•
-
Frn'b
4, Raw Water Source Name: Cedar Hills Ranch Well *3
Location (Latitude and Longitude): SP i/4 VT 1/4 snr. 1 TGQ a?w z platted
If a well,` whax i the depth? 160 2283 (feem) North line and 951 feet from
East line
5. Location of water!fapility: (Latitude, longitude, as well as distance and
direction frost nearest incorporated town or city).
2 miles Southwest of Town of Silt a +;
_ - pprox Let 39:33 30 Long 107:37':0C
6. Give dissaace upsream, within five miles, of all domestic and industrial
waste discharges:!
None
7. °Signature of the County Health department is required before we will
review the plans.:
Recommended Recommended
APPROVAL DISAPPROVAL
TATE
8.
1540:1/01033
(2)
N/A
Signature and tit a for local Health
Department or C.,s ��Sanitarian
Legal y recoga zed s gaature and
title for the owner of the facility
TOTAL P.02
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Colorado Department of Health
WATER QUALITY CONTROL DIVISION
Drinking Water Program
4210 E. llth Avenue
Denver, CO 80220
(303)331-4530
DATE:
May 14, 1 qqh
100 YEAR FLOOD PLAIN CERTIFICATION
RE: This Statement must accompany all Requests for Review, plans and
specifications for water wells and/or water treatment facilities
submitted to the Colorado Department of Health.
PROJECT TITLE: Cedar Hills Ranch County Garfield
CONSULTANT: Zancanella and Associates
1005 Cooper Ave
Glenwood Springs, CO 81602
(970) 945-5700
STATEMENT
I hereby certify that a Professional Engineering judgment has been made after
evaluating all available flood plain data from the Colorado Water Conservation
Board, U.S. Army Corps of Engineers, Housing and Urban Development, County
Government, local flood districts, etc. regarding a potential 100 -year flood
threat to the Cedar Hills Ranch Wells #1, 2, 3, and 4 (Proposed )
(Well or treatment plant)
for
Cedar Hills Ranch HOA
Name of entity or district, etc.)
In my opinion, these water works as located and designed, are not subject to
flood damage by a 100 -year event, based on information enclosed from the
Colorado River flood plain study (See attached map) prepared by the
U.S Army C.O.E. and the Colorado Water Conservation Board
(Signature and Title)
sf(LI 46
(Date)
Community Systems:
Professional Engineer's Stamp 1540m/0103m/lc
(3)
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Table 1
Colorado Department of Health
Maximum Contaminant Levels for Inorganic Chemicals (IOC's)
Contaminant
MCL in mg/L
Cedar Hills Well#3 mg/L
Arsenic
0.05
0.003
Fluoride
4.0
2.71
Asbestos
7 million fibers\liter
<2 million fibers\liter
Barium
2
0.04
Cadmium
0.005
0.0000
Chromium
0.1
0.003
Mercury
0.002
0.0000
Nitrate
10 (as Nitrogen)
0.02
Nitrate
1 (as Nitrogen)
<0.01
Total Nitrate + Nitrite
10 (as Nitrogen)
0.02
Selenium
0.05
<0.002
Antimony
0.006
<0.001
Beryllium
0.004
<0.001
Cyanide (as free Cyanide)
0.2
<0.002
Nickel
0.1
<0.001
Thallium
0.002
<0.001
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Received from:
(.t
JOHN KEP ART & CO.
J \CTITLA.,
• PHONE 242-7618 4 GRAND JUNCTION, COLOR 'ACO 81501
RAT
435 NORTH AVENUE
ANALYTICAL REPORT .
Zancanella and AsE.oclates
T. Lance .7!
PO Box 1908/1005 Civ,ner Ave.
Clenwood Sprins. Cu 61602
3702 , water
Customer No. Laboratory No.Sample
6/70/95
'Date Received Date Re;orted "
'Fantle
il
.1
,3702' 1 • ,, : fq.Linle.inq't.Limits
Clasen Well :::t t,y c.-.1.-.. il.t
Garfield Couny, H1th
June 1%. .1.-..
.4—T, <0.O0(11 rrq/ 1 .1 1 ift-ifi
<0.00W,.: livill o.III ii..1.!
. .
Pestcdes: . .
Endrin -,. - . <0.00001 mcf./1 P.000:,. 1rp1/1.
Lindane <0. 00002 mV] n on.; 1111,1
Metboxychlor <0.n001 mclil n.04 mil:I
Toxaphene <0.001 111(1;1 n finc, 1,10:1
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NOTE:
• ti
• e,
(.1m1t3 given are from th,.. ecd,q,,i—
Ptc.10.17onfi, 1991: ",,"11ri "jr, 11,11 -
page 2 of 2
1it,11111
;1‘-1
DireCtor:
1111. Iiil
rtCitttll
B. Bauer
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4 AZEN
Zancanella & Associates
Terri Lance
P.O. Box 1908
Glenwood Springs CO 81602
' SAMPLE NO. I58/95-1
Hazen Research, Inc.
4601 Indiana St. • Golden, Colo. 80403
Tel: (303) 279-4501 • Telex 45-860
FAX: (303) 278-1528
REPORT OF ANALYSIS
DATE September 28, 1995
HRI PROJECT 002-96D
HRI SERIES NO. I58/95 .
DATE RECD. 09/05/95
CUST P.O.## None Recd
SAMPLE IDENTIFICATION: Clasen Well 3 in Garfield County
' 08/31/95 @ 1700 by Samuelson Pump Co.
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PARAMETER DETECTION At1ALYSIS
RESULT LIMIT METHOD DATE/TIME ANALYST
Gross Alpha(±precision*),pCi/1 (T) 29(+12) 3
Gross A1pha(±Precision*),pCi/1 (T)*** 5(+12) 3 EPA 900.0 09/20/95 LD
EPA 900.0 09/20/95 LD
Gross Beta(±Precision*),pCi/1 (T) 0(+14) 20
Uranium.mg/1 (T) EPA 900.0 09/20/95 LD
0.035 0.002 ASTM D2907 09/26/95 RP
Uranium.pCi/1 (T)** 24 . 1
ASTM D2907 09/26/95 RP
By:
CODES:
(T)=Total (D)=Dissolved
(S)=Suspended (R)=Recoverable
(PD)=Potentially Dissolved
<=Less Than
Robert Rostad
Laboratory Manager
*Variability of the radioactive disintegration process (counting error) at the 95X confidence level, 1.96 x
sigma.
Certification Authority Lab ID's:
US EPA Region VIII - CG; CT - PH -0152; KY - 90076; NH - 232895-A; NY ELAP - 11417.
Uranium results reported assuming the activity of natural uranium is 6.77 x 10-' Ci/g.
***Excluding Radon and Uranium.
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CONSTRUCTION SPECIFICATION --SPECIAL CONDITIONS
CEDAR HILLS RANCH WELLS AND PUMP HOUSE FACILITIES
1) Description
The work consists of the installation of the well pump, pump controls and hypochlorination
system. The well house will be constructed by the owner and is not a part of this contract.
The pump intake will be set at a depth of 150 feet. The contractor shall provide a complete
job including all miscellaneous parts and fittings. The control shall operate thepumps as
lead lag system. If a pump fails to start, then the a second level control in the tank will light
a trouble light and re start the first pump. A 1 inch air vac valve will be provided at the top
of the chlorine contact tank.
2) Materials
• Pump Goulds 1 1/2 horse power 25 GS 15 230 volt single phase
• Motor Minder
• Nema 3R Control Panel
• Drop pipe 1 1/4 Sch 80 PVC 140 feet
Drop Cable 12-3JC w/g 150 feet
Check Valve 1 1/4
Well Seal 6'/2 x 1 w / vent
• Mass pitless adaptor 1 1/4
• Tank Controls Series 5200 BW with Wide angle floats
• Pulse model A plus chemical feed pump
• 65 gallon plastic storage tank
• Pump House Heater 7150 (pumps Inc)
3) Construction
The contractor shall provide all labor, tools, equipment and material for the complete
construction of the Cedar Hills Ranch Well and Pump House Facilities as shown on the
plans and called for in the specifications, including any special technical or construction
assistance which may be required.
Seeding and Mulching
The contractor shall furnish and place grass seed and straw mulch on the cut and/or fill
slopes created in the course of the work. After completion of the cut/or fill work, the
surface shall be scarified by raking and seeded with grass seed. The grass seed shall be
DURA -TURF or approved equal. The seed shall be hand broadcast at a rate of 4 pounds
per 1000 square feet. Straw mulch shall be applied at a rate of one bail per 1000 square
feet.
SPECIAL -PAGE 1
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CONSTRUCTION SPECIFICATION HT HYDROSTATIC TESTING
1. SCOPE
The work shall consist of the hydrostatic testing of water distribution lines. Pressure tests and
leakage tests shall be conducted concurrently. The Contractor shall provide all required equipment,
materials and labor. The Engineer shall witness tests.
2. GENERAL
A. The Contractor shall notify the Engineer in writing 48 hours in advance of all hydrostatic testing.
B. No tests shall be conducted until at least 7 days have elapsed after the last concrete thrust
restraint has been cast. When approved by the Engineer, a thirty-six hour minimum elapsed time
may be allowed if high -early -strength cement is used in thrust blocks.
C. No allowance shall be made for pressure reductions accomplished by means of pressure
reducing valves or other mechanical means.
D. Prior to tests, inspect valves within the test section to make sure they are fully open. When fire
hydrants are in the test section, the test shall be conducted with the hydrant main valve closed and
the hydrant isolation valve open.
3. PRESSURE TEST
A. Preparation
Slowly fill the pipe section to be tested with water. Remove all air from the test section. Install
corporation cocks at high points to evacuate the air if permanent air vents are not located there.
The pipe filled with water shall stand a minimum of 24 hours prior to the hydrostatic pressure test,
if cement mortar lined pipe is being tested.
B. Test pressure
1. The test pressure shall be 150% of the working pressure measured at the highest
elevation of the pipeline test section. Test pressure shall not be less than 1.25 times
working pressure at the highest point along the test section.
2. Pressure shall be maintained within ± 5 psig of the required test pressure for at least 2
hours.
3. CAUTION: The Contractor shall isolate test sections such that the test pressure at the
lowest elevation in the test section is the minimum rating for the valves or 150 psig,
whichever is Tess.
PAGE HT 1
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4. LEAKAGE TEST
A. Definition: Leakage is the quantity of water that must be added to the pipeline to maintain
pressure within 5 psig of the specified test pressure after the air has been expelled and the pipe
is filled with water.
B. Maximum allowable leakage:
L=SD✓P
133,200
Where: L = maximum allowable leakage in
gallons per hour
S = length of pipe tested in feet
D = nominal pipe diameter in inches
P = average test pressure during the
leakage test in psig
1. When testing against closed metal -sealed valves, an additional leakage per dosed valve
of 0.0078 gal/hour/inch of nominal valve size will be allowed.
2. Certainteed C-900 couplings with two gaskets shall be counted as one joint and not as
two.
5. ACCEPTANCE
A. Acceptance of the work shall be based on the successful completion of the hydrostatic tests.
B. The contractor shall locate and repair defective materials and joints if the tests disclose leakage
greater than that specified.
C. Tests shall be repeated until the leakage is within the permitted allowance.
D. All visible Teaks shall be repaired regardless of the amount of leakage.
6. MEASUREMENT AND PAYMENT
The successful completion of the Project shall be dependent upon the satisfactory compliance with
the intent of this section. There shall be no extra payment for this work, but it is construed to be
a part of all phases and items of the work involved in the project.
PAGE HT 2
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CONSTRUCTION SPECIFICATION W WATER PIPELINE CONSTRUCTION
1. SCOPE
The work consists of the construction of water pipelines including fittings, valves and other
appurtenances normally used in water supply and distribution systems. The work includes the
furnishing of all materials, excavation of trenches, installation of materials, backfilling,
construction of thrust blocks, testing, cleaning and disinfection and restoration of surface.
Unless other wise approved, pipe installation sequencing shall be as follows:
a) Trench excavation shall not proceed pipe installation by more thao_S00 feet.
b) Pipe installation shall not proceed backfill by more than 100 feet.
c) Trench excavation shall not proceed clean-up by more than 1000 feet.
2. MATERIALS
The type and class of pipe to be used in the work will be shown on the plans and/or called for
in the specifications. The following specifications will apply to pipeline and appurtenant
materials.
Material Specification
Ductile Iron Pipe (DIP) AWWA C-151
Polyvinyl Chloride pipe (PVC) AWWA C-900
DIP Cement Mortar lining AWWA C-104
DIP Mechanical and push on joint AWWA C-1 1 1
DIP Compact Fittings AWWA C-153
DIP & Gray Iron Fittings AWWA C-1 10
Gate valves AWWA C-500
Butterfly valves AWWA C-504
Resilient Seated Gate valve AWWA C-509
Resilient Seated Gate valve int. coating AWWA C-550
Fire Hydrant AWWA C-502
Loose Polyethylene Encasement AWWA C-105
3. TRENCH EXCAVATION
All excavation, trenching, shoring and associated work shall be accomplished in a manner
which meets OSHA Department of labor, Safety and Health Regulations for Construction.
Prior to trenching, when crossing existing or prospective cultivated areas, gravel streets or
other developed surfaces, the contractor shall strip the cover material to full depth of the
existing surfacing. This surfacing material shall be stockpiled and placed back over the trench
area after backfilling is complete, to the extent that the stockpiled material is acceptable and
usable for that purpose. Topsoil shall be removed to full depth of the topsoil, or to a maximum
depth of 12 inches, whichever is less. All established lawn areas cut by the trench or damaged
during the course of the work shall be restored to a condition comparable to or better than its
surrounding area. Replacement of lawn shall be accomplished with sod, seeding will not be
considered as acceptable lawn replacement. Where trenching is to be done through concrete
or asphalt paving, cuts in the paving shall be accomplished to result in a neat "sawed" line cut
on each edge of the trench.
PAGE W 1
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The Contractor shall excavate as necessary at the locations shown on the drawings, staked
in the field or otherwise specified for the installation of pipelines and appurtenances.
During excavation, materials suitable for backfilling shall be piled in an orderly manner a
sufficient distance from the banks of the trench to avoid overloading and to prevent slides or
cave-ins. Excavated material shall be piled on one side of the trench only, to permit ready
access to the trench and adjoining facilities. Surface drainage of adjoining areas shall not be
obstructed with piles of excavated materials.
All excavated materials not required or suitable for backfill shall be removed from the site as
directed by the Engineer.
Grading shall be done as may be necessary to prevent surface water from flowing into
excavations. Any water which accumulates in trenches shall be promptly removed. Under
no circumstances shall water be permitted to rise in unbackfilled trenches until after the pipe
has been placed and covered with backfill. Any pipe having its alignment or grade changed
as a result of a flooded trench shall be relayed at no additional cost to the owner.
The bottom of trenches shall be accurately graded to the line and grade shown on the
drawings. Bedding material shall provide uniform bearing and support for each section of the
pipe at every point along its entire length and shall be placed to a point 12 inches above the
top of the pipe, as illustrated in the plans. Bell holes and depressions for joints shall be dug
after the trench bedding has been graded, and shall be only of such length, depth and width
as required for properly making the particular type of joint. Unauthorized overdepths shall be
backfilled with bedding material.
Blasting for excavation will be permitted for rock excavation. Rock excavation shall be defined
as the excavation of all hard, compacted or cemented materials, the accomplishment of which
requires blasting or the use of excavators larger than defined for common excavation.
Common excavation shall be defined as the excavation of all materials that can be excavated
and removed from the bottom of the trench, at design depth, by the use of hydraulic backhoe
equipment having a power rating of at least 195 horsepower (at the flywheel) and can exert
a bucket curling force of at least 35,800 pounds with the use of a long tip radius bucket. This
is intended to be equivalent to the ability of a Caterpillar 235 excavator -backhoe.
When blasting rock in trenches, the Contractor shall cover the area to be shot with earth
backfill or approved blasting mats that will prevent the scattering of rock fragments outside
of the excavation. The blasting procedures of the Contractor shall conform to all Federal,
State and local laws, ordinances and regulations.
4. TRENCH CONFIGURATION
The trench depth shall be as required for the invert grade or bury shown on the plans. The
trench width for the trench bottom to a point one foot above the top of the pipe shall be no
less than the outside diameter of the pipe plus six (6) inches, but not more than the outside
diameter of the pipe plus twelve (12) inches.
The sides of all trenches higher than five (5) feet above the bottom of the trench shall be laid
back on a slope of 1 : 1 or shall be shored and sheathed in accordance with OSHA
PAGE W2
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regulations. Portable trench boxes or sliding trench shields may be used for shoring in lieu of
a shoring system. The strength of the portable trench box shall be equal to or greater than
the sheathing or shoring system which would be required for the trench conditions.
When sub grade material is encountered which will not uniformly support the pipe, such
material shall be over excavated as directed by the engineer and the trench shall be brought
back to grade with compacted acceptable bedding material.
5. PIPE INSTALLATION
The pipe shall be installed in accordance with the manufacturer's recommendations for
installing the type of pipe used unless modified or changed in the Special Provisions. The
Contractor shall provide all tools and equipment including any special tools for installing each
particular type of pipe used.
a) Pipe shall be laid with the bells pointing in the direction that the work is
progressing.
b) On down slopes, or in any circumstance which might allow the joint to open,
the last pipe laid in place shall be secured to prevent movement.
c) The joint shall be completed in accordance with the applicable pipe material
specification and the pipe shall be adjusted for line and grade. Adjustments to
line and grade of the pipe shall be made by adjusting the bedding along the
entire length of the pipe, except at the bell, and not by wedging, blocking, or
mounding up the pipe or bell.
d) Secure the pipe in place with the specified bedding tamped under and around
the pipe except at the last bell.
e) Install the pipeline such that a constant positive or negative grade is maintained
between high and low points. Record the location of high and low points so
that they may be readily located for the installation of air -vacuum valves or
blowoffs, when shown on plans, or for temporary air vents.
f) Provide the minimum depth of cover from finished grade to the top of the pipe
as called for in SPECIAL CONDITIONS and/or shown on the plans.
g) Furnish and install uninsulated copper trace wire in all water line trench.
Connect all branch line trace wire to main trench wire with a twist splice. Bring
trace wire to finished grade surface adjacent to all valve boxes.
h) The pipe shall be furnished with factory welded copper conductivity straps.
Connection of the conductivity straps to provide electrical continuity of the
pipeline shall be accomplished as each joint is made. Where pipe cuts are
necessary, and/or valve and fittings are installed in the line, electrical continuity
shall be provided using field welding electrical connection equipment. The
equipment and supplies for the field weld electrical connections shall be as
manufactured by CONTINENTAL "thermOweld" or approved equal for ductile
PAGE W 3
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iron pipe and fittings.
i) Furnish and install loose polyethylene encasement. Encasement shall be tube
type which shall be installed by advancing a bunched length of material around
each length of newly laid pipe. Overlap and tape encasement joints. Repair
rips, punctures or other damage with adhesive tape or short length of
encasement wrapped and secured around pipe. Wrap and tape all valves and
fittings.
The Contractor shall be responsible for the safe and proper storage and handling of all material
intended for the work furnished by him or to him and accepted by him until it has been
incorporated in the completed and accepted work.
Every precaution shall be taken to prevent foreign material from entering the pipe while it is
being handled, stored or installed. At times when pipe laying is not in progress, the open ends
of the pipe shall be closed by a water -tight plug or other means approved by the engineer.
Alignment layout shall not exceed one-half (1/2) the deflection value listed below and the
actual individual joints in the field shall not exceed the deflection values listed below:
MAXIMUM DEFLECTION FULL LENGTH PIPE -- MECHANICAL JOINT PIPE
APPROX. CURVE RADIUS
MAX DEFLECT. PRODUCED BY SUCCESSION
PIPE DEFLECT. INCHES OF PIPE JOINTS
SIZE ANGLE
IN. DEG -MAX (18 FT) (20 FT) (18 FT) (20 FT)
3 8-18 31 35 125 140
4 8-18 31 35 125 140
6 7-7 27 30 145 160
8 5-21 20 22 195 220
10 5-12 20 22 195 220
12 5-12 20 22 195 220
14 3-35 13.5 15 285 320
16 3-35 13.5 15 285 320
18 3-0 11 12 340 380
20 3-0 11 12 340 380
PAGE W 4
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MAXIMUM DEFLECTION FULL LENGTH PIPE -- PUSH -ON TYPE JOINT
APPROX. CURVE RADIUS
MAX DEFLECT. PRODUCED BY SUCCESSION
PIPE DEFLECT. INCHES OF PIPE JOINTS
SIZE ANGLE
IN. DEG -MAX (18 FT) (20 FT) (18 FT) (20 FT)
3 5 19 21 205 230
4 5 19 21 205 230
6 5 19 21 205 230
8 5 19 21 205 230
10 5 19 21. 205 230
12 5 19 21 205 230
14 3 11 12 340 380
16 3 11 12 340 380
18 3 11 12 340 380
20 3 11 12 340 380
Thrust blocking shall be applied at all tees, plugs, crosses, caps and at bends deflecting 22
1/2 degrees or more. Thrust blocking shall be concrete having a compressive strength of not
less than 3000 pounds per square inch at 28 days. Thrust blocking shall be placed between
solid ground and the fitting to be secured. The size and configuration of thrust blocks shall
conform to the standard details shown on the plans. All thrust blocking shall be placed such
that the pipe and fitting joints will be accessible for repair in the future.
The cutting of pipe as necessary in the course of the work shall be accomplished in neat
workmanlike manner without damage to the pipe and any coating thereon. The cut shall result
in a smooth cut at right angles to the axis of the pipe. Flame cutting of pipe shall not be
allowed. Cuts shall be made with a saw or abrasive wheel for ductile iron pipe. The cut shall
be made at right angles to the pipe axis and a grinder shall be used to bevel the pipe end for
jointing and smooth the rough edges of the cut end.
6. PIPE BEDDING AND TRENCH BACKFILL
All trenches shall be backfilled immediately after grade, alignment and jointing of the pipe has
been inspected and accepted by the engineer. Leakage tests and pressure tests shall be
performed after backfill has been accomplished.
All trench backfill shall be free of frozen material, stumps, roots, brush, or other organic
material, cinders or other corrosive material, debris and rocks greater in size than those noted
in the following paragraphs.
Pipe bedding material placed around and up to a point twelve (12) inches over the pipe shall
consist of select earth, sand, or fine gravel free from clods, lumps of frozen material or stones
larger than 1 inch in their maximum dimension. In the absence of bedding material noted
above, the bedding shall consist of granular material defined as:
a) Well graded crushed stone or gravel meeting ASTM C33, gradation 67 (3/4" to
No. 4), or
b) Crushed rock or gravel with 95% passing 1/2" sieve and not more than 5%
passing No. 4 sieve.
PAGE W5
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The pipe bedding material shall be placed around the pipe by hand in layers of six inches thick
or less and compacted by tamping. Water settling of the trench backfill will not be allowed,
and the addition of water shall be limited to that required for optimum compaction.
After the select pipe bedding material has been placed and compacted as called for above, the
remainder of the trench shall be backfilled. All backfill material shall be free from cinders,
ashes, refuse, organic and frozen material, boulders or other unsuitable material. From one
foot above the pipe to a point 24 inches below the surface or road subgrade, stones which
do not exceed 15 inches in maximum dimension may be included in the backfill.
7. COMPACTION
Materials used for backfill shall be placed in the trench in layers suitable to the equipment used
for compaction, wetted to optimum moisture content if necessary and compacted to the
following minimum densities relative to Standard Proctor (ASTM D698 or AASHTO T-99)
optimum density.
a) 100% for: subgrade under footings, foundations or structures, subgrade under
paved and shoulder slopes of State highways and top 2 feet of paved areas,
sidewalks and other areas to receive pavement.
b) 95% for: subgrade under gravel roadways, pipe trench barrier material, trench
backfill and bedding below 100% compacted top.
c) 90% for: sodded or lawn areas and fields.
' d) equal to density of undisturbed adjacent material for: field areas as directed by
the engineer.
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e) Where granular materials are used in lieu of cohesive soils, ASTM D2049 shall
apply and above percentages shall be reduced by 15% to arrive at relative
density.
Field density tests to determine compliance with compaction requirements shall be made by
methods meeting the following standards: ASTM D2922 (Nuclear) or ASTM D1556 (Sand
Cone).
8. STERILIZATION AND TESTING OF WATER LINES
All water lines shall be tested and sterilized by the Contractor in accordance with Construction
Specifications H. T. Hydrostatic Testing and D. W. L. Disinfection of Water Lines.
9. CONNECTION TO EXISTING WATER FACILITIES
Where connections are to be made to existing water facilities, such connections shall be made
in strict conformance with the details shown on the Plans and called for in the Specifications,
and shall be begun only after prior consultation with the Engineer. Connections shall not be
initiated until all appropriate fittings are on hand and ready for use. Connections shall be made
at such time and conditions to provide for minimum interruption of service to users. Care shall
be taken to insure protection of water supplies. The Contractor shall notify the Engineer at
least 36 hours prior to the time that a connection to existing facilities is planned. Disinfection
of the connection shall be accomplished in accordance with Section 9 of AWWA C651,
PAGE W 6
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"Standard for Disinfecting Water Mains".
10. PROTECTION OF WATER SUPPLIES
Sewer mains shall be located a minimum of ten feet horizontally from existing or proposed
water mains. Whenever it is necessary that a sewer main cross above or within 18 inches
below a water main, the sewer main shall be made impervious by either of the two methods
listed below.
a) A section of ductile iron water pipe at least 20 feet in length shall be used for
sewer pipe and centered over the water main. The joints between -the sewer
pipe and the ductile iron pipe shall be encased in a concrete collar six inches
thick and extending at least six inches on either side of the joint.
b) The sewer pipe shall be reinforced with a concrete encasement which shall be
at least six inches thick on all sides of the sewer pipe and extend for at least
ten feet each way from the crossing point with the water main.
10. MEASUREMENT AND PAYMENT
Pipe and fittings shall be measures to the nearest 0. 1 feet installed complete and shall be paid
for at the contract unit price per linear foot of each type and size of pipe.
Valves shall be measured by counting of each size and type installed complete and shall be
paid for at the contract unit price of each type and size.
Special fittings shall be measured by counting and shall be paid for at the contract unit price
for each special fitting.
Fire hydrants shall be measured by counting those installed complete with isolation valve and
shall be paid for at the contract unit price per hydrant.
PAGE W 7
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CONSTRUCTION SPECIFICATIONS FOR
60,000 GALLON WATER STORAGE TANK
1. GENERAL DESIGN REQUIREMENTS
1.1 Design - The design, materials incorporated, shop fabrication, inspection, erection,
welding, and all testing and disinfecting shall be in accordance with the latest revision of
American Water Works Association Standard for Welded Steel Tanks for Water Storage
(AWWA D100 - 84). Following award of contract, the Contractor shall prepare detail
drawings which are to be submitted to the Engineer for review and verification of compliance
with design requirements before proceeding with any fabrication. It shall be designed and built
to meet the requirements of the Colorado Department of Health. Painting shall be in
accordance with the latest revision of the American Water Works Association Standard for
Painting Steel Water Storage Tanks. Disinfection shall be in accordance with the latest rules
and regulations of the Colorado Department of Health.
1.2 Drawings - The following drawings are considered a part of these construction
specifications: Sheet 1W Pump House Design and Pipeline layout and Sheet 2W, Tank
Design.
2. OWNERS RESPONSIBILITY
2.1 Items to be Furnished by the Owner - The Owner will provide access to the site and a
foundation upon which the tank shall be built.
2.1.1 Tank Foundation - The owner will furnish a Type 4 tank foundation with all backfilling
and rough grading completed and ready for the tank contractor to erect the tank. The tank
foundation shall provide a minimum bearing pressure of 3,000 pounds per square foot. In
addition, room will be provided for the tank contractor's staging, storage and work
requirements.
2.1.2 Tank Service Piping The Owner will furnish and install all underground piping
necessary to connect the tank to the water system, drain, overflow and all other piping away
from the tank which may be required. The proposed service piping sizes and locations are
shown on the plans. The Owner shall furnish and install steel stub pipe fittings above the
bolted flexible couplings or pipe unions in order to provide a service piping which shall extend
6" above the top of the tank foundation.
2.1.3 Water for Testing - The Owner will furnish and dispose of all water required for testing
purposes. The water will be furnished to the tank at sufficient pressure to fill the tank and,
if necessary, will be disposed of without delay after testing is completed.
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3. GENERAL CONSTRUCTION REQUIREMENTS
3.1 Construction - The tank contractor shall furnish all materials, labor, tools and equipment
required for fabricating, delivering, erecting, painting and disinfecting one 60,000 gallon
welded steel water storage tank, complete with the accessories specified, ready for service.
The tank shall have a radius of 12 feet, 6 inches . The height from the bottom of the tank to
the top of the overflow pipe shall be 16 feet, and the shell shall extend above the top of the
overflow pipe a minimum of six inches (6"). The tank shall be provided with a minimum roof
cone pitch of 3/4" to 12".
' 3.2 Accessories - The tank contractor shall furnish the following accessories for a welded
steel tank:
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3.2.1 Shell Manholes - Two 24" diameter manholes shall be furnished in the lowest ring of
the tank shell at the locations shown on the plans.
3.2.2 Service Anchor - The roof shall be furnished with a one inch diameter round steel bar
to be used as an anchor from which bosun chairs, ladders or similar devices may be secured
for future servicing of the exterior of the tank. This anchor bar shall project at least six inches
vertically above the center point of the roof. The upper two inches shall be threaded and
provided with a hexagonal nut. The anchor bar shall be secured to the roof structural
members by welding.
3.2.3 Roof Hatch - A 24" square clear opening roof hatch, located as shown on the plans,
shall be furnished. The hatch shall have a curb at least four inches high. The cover shall
overlap the curb at least two inches and shall be provided with suitable hinges constructed
such as to allow the open hatch to lay flat on the tank roof and with a hasp for locking.
3.2.4 Outside Tank Ladder - A steel ladder extending from the bottom of the tank to the top
of the tank with caged access and safety handrails, in conformance with requirements of the
Occupational Safety and Health Administration, U.S. Department of Labor, shall be provided.
The ladder may be vertical but shall not have a backward slope at any point. A walkway
constructed of an expanded metal or other non -slip grating shall be constructed across the
roof from the top of the ladder to the roof hatch. A locking gate shall be provided at the
bottom of the ladder cage.
3.2.5 Overflow Pipe - An inside overflow pipe having a configuration as illustrated on the
plans shall be furnished and installed extending from the coupling located below the bottom
of the tank, plumb and true, to the height called for in the plans.
3.2.6 Roof Finial Vent - The roof shall be furnished with a finial vent located above the high
water line. It shall be so designed that dangerous pressures will not be developed at any time
during either the filling or emptying of the tank. For design purposes, the maximum rate of
filling or emptying of the tank shall be considered to be at the rate of twenty cubic feet per
second of time. The vent shall be so designed and constructed as to prevent the ingress of
birds or animals.
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3.2.7 Connections to Tank Service Piping - The tank contractor shall make the connections
to the tank service pipes such as overflow, transmission and drain piping as shown on the
plans. The tank contractor shall make these welded connections to the Owner furnished and
installed steel pipe service piping stubs in a clean, neat, workmanlike manner.
3.3 Painting of Steel Tank - The tank contractor shall furnish and apply protective coating to
the tank and accessories in accordance with AWWA D102-78, the AWWA Standard for
Painting Steel Water Storage Tanks and with the following additional specifications:
3.3.1 Surface Preparation - Prior to the application of the first, or prime coat, all inside and
outside surfaces of the tank, except the underside of the bottom, shall be sand blast cleaned
in accordance with Surface Preparation Specification No. 6 "Commercial Blast Cleaning" as
published by the Steel Structures Painting Council. If the prime coat of paint is applied in the
fabrication plant, all abraded places and welded seams shall be cleaned and prime painted after
erection is completed and before the finish coats are applied.
3.3.2 Application Pointers - All protective coating materials shall be delivered to the tank site
in sealed containers which have not been previously opened. Each container shall be clearly
labeled by the manufactured with the manufacturer's name and the type of protective coating
contained. Protective coatings shall be applied strictly in accordance with the manufacturer's
instructions. Prime and finish coats used on any surfaces shall be furnished by the same
manufacturer or written proof of compatibility of coatings shall be provided to the Engineer.
Coating film thickness for protective coating shall be in accordance with the manufacturer's
recommendations. During application, wet film thickness will be monitored to verify
conformance with coverage requirements. The tank contractor will be required to furnish to
the Engineer the coating manufacturer's recommended film thickness for each coat of the
system to be applied, the non-volatile volume content of the coating, and/or the ratio of dry
film thickness to wet film thickness, and/or the theoretical coverage in the mils per sq ft
coverage per gallon. Some coatings may require dilution with thinner to facilitate application.
When coatings are thinned, only material recommended by the paint manufacturer shall be
used in accordance with the manufacturer's recommendations. A coating shall not be thinned
for the purpose of increased coverage. The tank contractor shall furnish to the Engineer the
volume of solvent added. Compensation for the affect of thinner addition will be determined
by the Engineer in order to verify proper coating thickness. The first coat of primer or
pre -treatment -treatment to any weld seam or lap shall be by brush. All painting shall be done
in a neat and workmanlike manner to provide a first class job. It is urgent that the tank
contractor knows the pot -life of epoxies or other two component materials, therefore the
Engineer shall be provided by the tank contractor with written data on pot -life prior to the
mixing and application of these coatings. Finish coats shall be free of pin-holes and holidays
and shall pass a low -voltage holiday detector test which will be conducted by the Engineer.
3.3.3 Drying Time and Application Temperatures - Drying times given on directions or data
sheets are based on normal conditions; it should be realized they are not complete and
variations can be encountered. Since of equal importance to the actual atmospheric conditions
and surface temperature at the time of application are the conditions that may prevail
immediately following application, the judgement of the Engineer shall be exercised in
determining the feasibility of proceeding with painting.
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3.3.4 Inside Paint - The inside of the tank shell, bottom, roof plates and the roof supporting
members shall be painted in accordance with AWWA D102-78, Inside Paint System No. 1,
Designation I -1-W, with a finished minimum dry film thickness of 8.0 mils. A proprietary paint
system of similar materials will be acceptable, provided the finished dry film thickness is not
less than 8.0 mils. The interior epoxy paint system shall meet or exceed the standards of
Koppers Glamorglaze 200 Epoxy system or Tnemec Series 20 Pota-pax system.
3.3.5 Outside Paint - The outside of the tank shell, roof plates, ladders and accessories shall
be painted in accordance with AWWA D102-78, Outside Paint System No. 3, Designation
0-3-S, with a finished minimum dry film thickness of 4.0 mils. A proprietary paint -system of
similar materials will be acceptable, provided the finished dry film thickness is not less than
4.0 mils. The colors of the outside paint shall be as follows:
i. The roof and all appurtenant structures about the roof level shall be non -gloss black; and
ii. The vertical shell from the base to the roof and all appurtenant structures and accessories
shall be a green shade as near as possible to the tree color in the area. The Owner shall make
the final color selection. The tank contractor shall provide the Owner with one gallon of the
vertical shell outside paint for touch up work.
3.4 Disinfection - After the final inside paint coat to the tank has been acceptably applied and
has dried in accordance with the specification for the paint used, the tank shall be disinfected
by the tank contractor. The tank contractor shall spray the interior submerged surfaces with
a solution containing 200 ppm of chlorine. Disinfection shall be accomplished in a manner
acceptable and approved by the Colorado Department of Health.
3.5 Testing - After the construction, painting and disinfection of the steel tank is completed,
the Owner will fill the tank to the high water line. Any leaks that are disclosed shall be
repaired by the tank contractor. No repair work shall be done on any joint unless the water
in the tank is at least two feet below the point being repaired. If water is not available for
testing upon completion of the tank, the testing will be done by the Owner and the Owner will
pay whatever transportation expenses are incurred by the tank contractor if it is necessary for
him to return men to the job.
3.6 Clean-up - Clean-up shall be a continuous process from project start-up to final acceptance
of the work by the Engineer. The Contractor shall, at all times, keep the property on which
work is in progress free from accumulation of waste material or rubbish caused by employees
or caused by the work, and he shall carry on a constant program to maintain plant areas,
structure sites, rights-of-way, and the surface of streets and roads in a condition satisfactory
to the appropriate authority, grantor of the rights-of-way, and to the engineer. Upon
completion of the work, the Contractor shall remove all remaining rubbish, tools, equipment,
scaffolds and surplus materials from the job and leave the work area clean and free of debris.
Preliminary clean-up shall be commenced as soon as the construction site is occupied by the
Contractor (including his employees, supplies, material or equipment) and shall be a continuous
process, if necessary, in order that the site of the work shall have an appearance and or utility
equal to or better than start of the work. Road or street surfaces disturbed shall be restored
to their original alignment and grade. The successful completion of the project shall be
dependent upon satisfactory compliance with the intent of this section. There shall be no
60wst page 4
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extra payment for this work, but it is construed to be a part of all phases of the work involved.
4. MEASUREMENT AND PAYMENT
4.1 Measurement and Payment - This work shall be paid for at the lump sum bid amount for
furnishing, erecting, painting, disinfecting and testing of a 60,000 gallon water storage tank.
Final payment shall not be authorized until all clean-up is completed.
60wst page 5
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CONSTRUCTION SPECIFICATION R.D. RECORD DRAWINGS
1. SCOPE
The work consists of preparation of project record drawings throughout the course of the
project. The purpose of these drawings is to provide information for the preparation of "as -
built" drawings of the project.
A. The Contractor will be provided with additional sets of prints of the design plans to use
as base maps for record drawings.
B. The Contractor shall store the drawings at the construction site apart from documents used
for construction.
C. The Contractor shall maintain the record documents in a clean, dry, legible condition and
in good order.
2. RECORDING
A. Each drawing shall be labeled "DRAWING OF RECORD" in neat large printed letters.
B. Information shall be recorded concurrently with construction progress. Work shall not be
covered until required information is recorded.
C. Marking of Project Records: Record drawings shall be made with pencil.
D. Drawings shall be marked to record actual construction, and shall show:
1. Field Dimensions, elevation, and details.
2. Changes made by Modification.
3. Details not on original Drawings.
4. Horizontal and vertical locations of underground utilities and appurtenances,
referenced to a minimum of two permanent surface improvements.
5. Depths of various elements of work in relation to project datum.
3. SUBMISSION
A. At the completion of the work, the Contractor shall submit the drawings to the Engineer
with a transmittal letter in duplicate containing:
1. Date.
2. Project title and number.
3. Contractor's name, address and telephone number.
4. Title and number of each Record Document.
5. Signature of Contractor or his authorized representative.
RD PAGE 1
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4. MEASUREMENT AND PAYMENT
The successful completion of the Project shall be dependent upon satisfactory
compliance with the intent of this section. There shall be no extra payment for this work, but
it is construed to be a part of all phases and items of the work involved in the project.
RD PAGE 2
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CONSTRUCTION SPECIFICATIONS R.G. RESTORATION OF GROUNDS
1. SCOPE
Restoration of grounds (also called clean-up) shall be a continuous process from project start-up
to Final Acceptance of the work by the engineer. The Contractor shall, at all times, kea'p property
on which Work is in progress free from an accumulation of waste material or rubbish caused by
employees or caused by the Work, and he shall carry on a constant program to maintain plant
areas, structure sites, rights-of-way, and the surface of streets and roads in a condition satisfactory
to the appropriate authority, grantor of the rights-of-way, and the Engineer. Upon completion of the
Work, the Contractor shall remove all remaining rubbish, tools, equipment, scaffolds and surplus
materials from the job and leave the Work areas clean and free of debris. Unless other wise
provided for in the construction specifications, clean-up shall include the re -grading, re -surfacing
, rebuilding and replacing of all oil, gravel and concrete on roads on which construction took place
or affected. It shall also include the regrading or rebuilding of all borrow pits, borrow ditches,
irrigation ditches and driveways disturbed by the construction. Clean-up shall commence as soon
as the construction site is occupied and shall be a continuous process, if necessary, in order that
the site of the work shall always have an appearance and/or utility equal to that which existed at
start of the work.
2. MEASUREMENT AND PAYMENT
The successful completion of the Project shall be dependent upon satisfactory compliance with the
intent of this section. There shall be no extra payment for this Work, but it is construed to be a part
of all phases and items of the Work involved in the Project.
RG PAGE 1
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GROUND
LEVEL
TOTAL
DEPTH 160'
SOIL
CLAYS, SAND
GRAVEL
CLAYS, SAND
VASATCH
FORMATION
20-
40-
60-
20-
100-
120-
140-
160-
__-ELEVATI❑N 5570'
J.6 --CEMENT 5-20'
TO 115 FEET
7" OD PLAIN STEEL CSG
5" I.D. Sch 40 or Class 200
PLAIN PVC WELL CSG
Mill slot to be placed
In front of water
bearing zone 40' minimum
5" I,D, Sch 40 PVC
r 32 SLOT ASTM F-480
AND ASTM 2241 115 TO 150
PVC CAP
PUMP INTAKE TO BE SET AT 150'
REV
110.
GATE
PENSION
0'
WELL DETAIL
SNE- 0011, 5001
NOT 00 ]CALL MAO 15 IKb 1 or ,
OPAN31 B11110(0 91, Ao QY:
Ill. I rr
1A.1
CEDAR HILLS
RANCH
RAN NO.
ZAACAA£ZLA ANO ASSSCIA7ES /AC
ENc/ACERINc CENS7. TINTS
POST 00100 Box 1000 - 1003 050400 ABEN.E
90111500 M5N4,. 010.101 01e00 10701 0(5-5100
IMINE N0,
;P0.EOr: 65115
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Casing at least 12 in above grade- (
•
Q ° •o
o�..
Electrical cable in conduit —
Electrical cable to pump
Sanitary Well Seal
o - `� • Concrete Pad
.6 4'x41x"(min)
Hold-down =
fi
Pressure Vent passage -�
Zine through spool
Torque stop
Casing
Submersible pump —
/JADE
BY
C:.KD MPD
BY BY
WELL HEAD DETAIL
I.ar To SC1tS
CA 7f:
WAY LS INS
sr,¢r
1a
Pipe
Electrical
cable taped
to drop pipe
every 10 ft
0 -ring
Spool
Maass Pitless Adaptor
J68-15 7" dia
1-1/4" adaptor
Check
valve*
Safety
cable
CPAMI BY; I C..D 2'6 I ArO OT.
111. V1
RJN NO.
CEDAR HILLS
RANCH
ZA CRAE LA AILD r SSLCI4TES P,C,
? &A£FRII CLNSGL TAY IT
PC6r
CMC. 1 %X 1•01 - 1COS CCCPkR A1C'.11F
QOM= WIRICS azzavro VW] WE] 1!-7(.31
ra=c Kr).
": 952,3
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Mx> 13 d0 ?i1) l.Ly AM JttL1UR 1)K1LLIM GU
PRA NU, ti/UUL/idU1
1. 1
WELL CONSiUCTION AND TEST REPORT
STATE OF COLORADO, OFFICE OF THE STATE ENGINEER
FOR OFFICE USE ONLY
1.
WELL PERMIT NUMBER MH -25885
2.
Owner Name(s) : Norm Clasen
Mailing Address : P.O. Box 1155
City, St. Zip : Basatt, Co. 81621
Phone (303) 927-3043
APPROVAL #GWS31-91-03
3.
WELL LOCATION AS DRILLED: SE 1/4 NE 1/4 Sec. 1 Twp. 6S Range 92W
DISTANCES FROM SEC. LINES:
0 ft. from Sec. line. and ft. from Sec. Zine. OR
SUBDIVISION : LOT BLOCK FILING(UNIT)
STREET ADDRESS AT WELL LOCATION :
4
GROUND SURFACE ELEVATION ft. DRILLING METHOD Air Rotary
DATE COMPLETED 06/13/95 TOTAL DEPTH 160 ft DEPTH COMPLETED 160 ft.
5. GEOLOGIC LOG :
6. HOLE DIAM. (in)
FROM (Ill
TO (ft)
Depth
Type of Material (Size, Color, and Type)
9.0
0.0
123
000-110
Clays, Sand
6.5
123
160
110-125
Gravel
125-150
Clays
7. PLAIN CASING
150-160
Sandstone (Wasatch Foramtion)
OD (in)
Kind
Wall Size
From (ft)
To (ft)
7.0
Steel
0.240
0
115
PVC
0.250
30
115
PERF. CASING : Screen Slot Size :
7.0
Steel
0.240
115
125
5.5
PVC
0.250
115
150
WATER LOCATED :
REMARKS :
115-125
8. Fitter Pack
Material :
Size :
Interval:
9. Packer Placement
Type :
Depth :
10. GROUTING RECORD :
Material
Amount
Dens.ty
Interval
Placement
cemen
3 sks
6 gUs
10-30
poured
11. DISINFECTION : Type
: HTH Amt Used : 2 oz.
12. WELL TEST DATA :
TESTING METHOD
Static Level : '.
Pumping Level : Total
Remarks :
[ ] Check Box If Test Data is Submitted On Supplemental Form.
1 ft. Date/Time Measured : 06/13/95 Production Rate : 20 gpm-
ft. Date/Time Measured : 06/13/95 Test Length : 2 hrs.
constwtes
ow have read the statements made herein and lw the contents thereof, and that they are true to my knovvledge. (Pursuant Se -on 24-4-104 (13) (a) CRS, the rnaking of false statements
13' lin
perjury in the second degree and re punishable as a class 1 rrasderreanor.J Phone (970) 927-4182
CONTRACTOR : Shelton Drilling Corp.
Mailing Adriress • P 0 Rox 1059 F s It. CO 81. L e I'
Name / Title (Please Type or Print)
Wayne Shelton / President
Signat � .
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1,� d -
Date
06/26/95
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Application must
be complete where
applicable. Type or
print in BLACK
INK. No overstrikes
Or erasures unless
initialed.
(1) APPLICANT - mailing address
NAME —
STREET
CITY
V�ILII�i�-�• � � �..li , U�UILUV
PERMIT APPLICATION FORM
(x) A RRMITT TTO USE GROUND WATER
FOR: (XPE) A PERMIT TO NSTA L A PUMPELL
( ) REPLACEMENT FOR NO.
(x)OTHER monitoring hole -25885
WATER COURT CASE NO.
FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUMN
LULU)
.i�
Norm Clasen
P.O. Box 1155
Basalt, CO 81621
(State)
970-927-3043
TELEPHONE NO
(Zip)
(2) LOCATION OF PROPOSED WELL
County
Garfield
Y< of the NP '/< Section 1
Twp. 6 S, Rng. 92' W 6th
IN,S)
P.M.
(3) WATER USE AND WELL DATA
Proposed maximum pumping rate (cpm)
A•:erace annual amount of ground water
tc be appropriated (acre-feet):
(combined total of Wells 1-4)
t:_nter of acres to be irrigated:
25
c.23
Proposed total depth (feet): 160
n.50
A_uifer cround water is to be obtained from:
Colorado River Gravel
Receipt No.
Basin
Dist.
CONDITIONS OF APPROVAL
This well shall be used in such a way as to cause
no material injury to existing water rights. The
issuance of the permit does not assure the applicant -
that no injury will occur to mother vested water
right or preclude another owner of a vested water
right from seeking relief in a civil court action.
Owner's well designation Cedar Hill Ranch Well -#3
GROUND WATER TO BE USED FOR:
( ) HOUSEHOLD USE ONLY - no irrigation (0)
(X) DOMESTIC (1) • ( ) INDUSTRIAL (5)
( ) LIVESTOCK (2) ( ) IRRIGATION (6)
( ) COMMERCIAL (4) ( ) MUNICIPAL (8)
( ) OTHER (9) APPLICATION APPROVED
DETAIL THE USE ON BACK IN (11)
(4) DRILLER
Name
Street
City Basalt, CO 81621
(State)
Shelton Drilling Corp.
20474 Hwy 82
Te;epnone No. -970-927-418?ic. No
(Zip)
894
' PERMIT NUMBER
DATE ISSUED
EXPIRATION DATE
(STATE ENGINEER)
EY
I.D.
COUNTY_
I
1 1
I _ 1 t
-4- in from fit. to e.
i 11 1 (9) FOR REPLACEMENT WELLS give distanc
— -— 1 1 I 1 _ 1 _ I and direction from old well and plans for plugcin
T it:
The scale of the diagram is 2 inches = 1 mile
Each small square represents 40 acres.
••mow: v.,ui ue ue Inotcated on the diagram below.
Use the CENTER SECTION (1 section, 640 acres) for the well location.
1 t
1 MILE, 5280 FEET
T T
NORTH
' 1
1
NORTH
z; i
_I
z1 I
o
I
SI I
v
i
rt
SECTION LINE
I I
i
X
SOUTH SECTION LINE
T
I
by distances from section lines.
2283 ft. from North
(north or south)
951 ft. from East
(ast or west)
LOT BLOCK FILING *_
SUBDIVISION _Ced;r F'i 1 1 c Pari L
SEC,
sec.
(7) TRACT ON WHICH WELL WILL BE
LOCATED Owner: Norm Clasen
No. of acres 77.5
. Will this
the only well on this t(jct?+ n0
(8) PROPOSED CASING PROGRAM
Plain Casing
7 " in. from 0 ft. to 12 3
51i32 160
in. from ft. to__f
Perforated casing
5 in. from 110 ft. to 150 f
WATER EQUIVALENTS TABLE (Rounded Figures)
A.- a_re-foot cove -s 1 acre of land 1 foot deep
1 r_:ic foot per second (cfs) ... 449 gallons per minute (gpm)
A. f2raly of 5 will require approximately 1 acre-foot of water per year.
1 acre-foot ... 43.560 cubic feet ... 325,900 gallons.
1,OCC;cm pumped continuously for one day produces 4.42 acre -fee_:.
(10) LAND ON WHICH GROUND WATER WILL BE USED:
Owner(s): Norm Clasen
Legal description:
see attached
No. of acres- 77 . 5
(11) ETAILED DESCRIPTION of the use of ground water: Household use and domestic wells must indicate type of disposal
system to be used.
Water will be used for domestic -and irrigation Duriaoses.
Wastewater will be disposed of through standard septic tank and leach
fiela systems.
(12)QTH-_WATER RIGHTS used on this land, including wells: Give Registration and Water Court Case Numbers.
Type or right Used for (purpose) Description of land on which used
N/A
(13) THE APPLIC
TRUE TO
',/
SIGNATURE OF APPLICANT(S)
Peplaceme:lt water will berovided
p pursuant .to a West Divide „Contract. The
(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS
EST OF HIS KNOWLEDGE.
Property ty is located in Area A of the West Divide Water Conservancy District.
Use additional sheets of paper if more space is rewired.
Application must
be complete where
applicable. Type or
print in BLACK
INK. No overstrikes
or erasures unless
initialed.
its centennial Bldg., 1313 Sherman St., Denver, Colorado
PERMIT APPLICATION FORM
(X) A PERMIT TO USE GROUND WATER
(x) A PERMIT TO CONSTRUCT A WELL
FOR: (x) A PERMIT TO INSTALL A PUMP
( ) REPLACEMENT FOR NO.
( ) OTHER
WATER COURT CASE NO.
FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUM
(1) APPLICANT- mailing address
NAME Norm Clasen
STREET P.O. Box 1155
CITY Basalt, CO 81621
(State)
TELEPHONE N0. 9 i0-927-3043
(2) LOCATION OF PROPOSED WELL
County Garfield
SE
of the NE % Section
80203
J
1\D.
VEP
(Zip)
1
Tv/P.__ �, Rng. Q2_
tN.Si P.M.
IE.wi
(3) WATER USE AND WELL DATA
Proposed maximum pumping rate (apm)
Average a-nual amount of ground water
to be appropriated (acre-feet):
(combined total of Wells 1-4)
Number of acres to be irrigated:
Proposed total depth (feet) : 160
Aquifer ground water is to be obtained from:
Colorado River Gravel
Owner's we!I designation Cedar Hill Ranch Well
GROUND WATER TO BE USED FOR:
( ) HOUSEHOLD USE ONLY - no irrigation (0)
(x) DOMESTIC (1) ( ) INDUSTRIAL (5)
( •) LIVESTOCK (2) ( ) IRRIGATION (6)
( ) COMMERCIAL (4) ( ) MUNICIPAL (8)
( ) OTHER (9)_
25
9.23
.50
DETAIL THE USE ON BACK IN (11)
(4) DRILLER
Name
Street
Shelton Drillin. Corp.
20474 Hwy 82
City �,n
(State) 81 E^i (1P)
Telephone No 9709274182
Receipt No.
Easin
Dist.
CONDITIONS OF APPROVAL
This well shall be used in such a way as to cause
no material injury to existing water rights. The
issuance of the permit does not assure the applicant
that no injury will occur to another vested water
right or preclude another owner of a vested water
right from seeking relief in a civil court action.
APPLICATION APPROVED
PERMIT NUMBER
DATE ISSUED
EXPIRATION DATE -
•
.BY
(STATE ENGINEER)
11
1
11
I
•- iL11 the water will be used must be indicated on the diagram below. by distances from section lines.
Use the CENTER SECTION (1 section, 640 acres) for the well location.
�–� 1 MILE, 5280 FEET
L
I I
NORTH SECTION LINE
I , I
NORTH
w — I
2 1
2
O
U
w
N
w
X
2381 ft. from North
(ncrth or south)sec. I
942 ft from
(LSi or west) sec. II
— m I
0
-
0 I
m
– 1
O
2
r
2
m
SOUTH SECTION LINE
LOT BLOCK FILING 4.
SUBDIVISION
(7) TRACT ON WHICH WELL WILL -BE
LOCATED Owner:
No. of acres 77.5 Will this t
the only well on this .tfacr?- no
(8) PROPOSED CASING PROGRAM
Plain Casing
7" in. from 0 ft. to 123 ft
5'I
in from 32
ft to
Perforated casing
160 ft
i 5 in from 110 ft. to 150 ft
I i
- in from ft to ;t•
I 1
1 1 1 (9) FOR REPLACEMENT WELLS aive distance
I_ I _ I , I and direction from old v:e:'I-and plans forplueaing
i I — — — — T it:
The scale of the diagram is 2 inches = 1 mile
Each small square represents 40 acres.
WATER EQUIVALENTS TAELE (Rounde.d Ficures)
An acre-foot covers 1 acre of land 1 foot deep
1 cubic foot per second Ws) ... 449 gallons per minute (ppm)
A family of 5 will require approximately 1 acre-foot of water per year.
1 acre-foot ... 43,560 cubic fee:... 325,900 callcns.
1,000 gpm pumped contir.vously for one day produces 4.42 acre-feet.
(10) LAND ON WHICH GROUND WATER WILL BE USED:
Owner(s): Norm Clasen
Legal description:
see attached
No. of acres: % 7. 5
(11) DETAILED DESCRIPTION of the use of around water: Household use and domestic wells must indicate type of disposal
system to be used. Water will be used for domestic and irrigation purposes.
Wastewater will be disposed of through standard septic tank and leach
field systems.
(12) OTHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers.
Type or right
Used for (purpose) Description of land on which used
N/A
(13) THE APPLICA ►.T •) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS
TRUE TO T • : • ST OF HIS KNOWLEDGE.
io
SIGNATURE OF APPLICANTfs)
* Replacement water will be provided pursuant to a West Divide Contract. The
property is located in Area A of the West Divide Water Cons-ervancy District
. Use additional sheets of paper if more spare is rpauired
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WFFZCE OF THE STATE ENGINEER
. Division "of Water Resources
Department of Natural Resources
1 313 Sherman Street, Room 010
Denver, Colorado 00203
Phone (303) 066-35111
FAX (303) 066-3509
fiocember 1, 1995
Mr. Eric D. McCafferty
Garfield County Building and Planrlirlo
109 8th Street, Suite 303
Glenwood Springs, CO 81601
RE: Cedar Hills Ranch Sul1(fivision Preliminary Pian
NE %, Sec. 1, 7. 6 S,, IL 92 W., and NW 1/,, Sec. 6, T. 6 S., R.
91 W., 6th P.M.
Water Division 5, Waior District 39
Dear Mr. McCafferty:
We have reviewed your re(Ilr((st to provide additional comments concerning the
physical adequacy of the water supply (or this project which proposes to create 20 residential
lots on approximately 77 acres. Our 1)r()vious review (letter to Garfield County dated August
17, 1995) of the preliminary plan for Ellis project indicated that no comments concerning the
physical adequacy of the water supply could be made without an engineering study
documenting the physical availability of ground water for the proposed uses. To address
concerns over the physical water supply, this referral included a report entitled "Cedar Hills
Subdivision Physical Water Supply"Associates. dated November 26, 1995, by Zancanella and
The above referenced report provided well test data on the Cedar Hills Well //3.
(Although the report did not identify ll permit or file number for Well 113, our records appear
• to indicate that Well //3 was construct()( as e monitoring and observation hole under file no.
MH -25885 on June 13, 1995.) Informlltion in the report indicates that Well //3 produced 23
gallons per minute in a 21 hour test with a maximum drawdown of 10.5 feet. It is our
opinion that at this sustained flow alto and with appropriate ppropriate storage capacity, this well can
adequately supply the proposed uses.
Please note that the long term adequacy of any ground
water source may be subject to fluctuation due to hydrological and climatic trends.
Should you have any questions. regarding the water supply for this project, please
contact Jeff Deatherage of this of fico,
(L�1 r --r
r -c---3--------- .!r
P,:' i
DEG U l 1995
.
GAF -k= i ELL; ( L,..:. •; i ':
Ruy Gomer
Cnvemi
lames S. Lor"-_..,
Executive D
Hal D. Simi
Stale Enlii
SPL/JD/jd
CC:
Sincerely,
CaPAs-Atch.M:
Steve Lautenschlager
Assistant State Engineer
Odyn Bell, Division Engineer
James Lemon, Water Commissioner, WD
Z