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APPLICATION FOR SITE APPROVAL
FOR CONSTRUCTION OF
A LIFT STATION
ROSE RANCH P.U.D.
GARFIELD COUNTY,
COLORADO
LIFT STATION No. I
PREPARED FOR:
L.B. ROSE RANCH, LLC
C/O GATE CAPITOL, LLC
650 DELANCY STREET, SUITE 2I3
SAN FRANCISCO, CA 94107
PRXPARED BY:
HIGH COUNTRY ENGINEERING, INC.
1517 BLAKE AVENUE
GLENWOOD SPRINGS, CO 8160I
October 23,2001
Eric P. Tuin, E.
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ROSE RANCH P.U.D.
ENGINEERING REPORT FOR LIFT STATION APPLICATION
LIFT STATION No. I
Name and Address of Applicant:
L.B. Rose Ranch, LLC
C/O Gate Capitol, LLC
650 Delancy Street, Ste 213
San Francisco, CA 94107
Vicinity and Location Maps:
See Attachment A
Seruice Area:
Existing population: 0
Proposed population: 966 +l- (includes proposed population from Lift Station 2)
Peak hydraulic: 169,050 GPD (includes proposed flows from Lift Station 2)
Legal Arrangements Showing Control of site:
The area to be serv'ed has received final plat approval as the Rose Ranch P.U.D..
Reception No. 569188 and is filed with the records of the Garfield County Clerk &
Recorder.
See Attachment B, *'hich includes the warranty deed.
Wastewater Treatment Entifi' Information:
See Attachment C. which includes the 'Will Serve Letters' and the Agreement
berween the applicant and the treatment entity', Roaring Fork Water and Sanitation
District. It also includes the 'Grant of Serverline Easement' for the lands located between
the project site and the Roaring Fork Water & Sanitation District's sanitation treatment
plant.
Exhibit B - "Roaring Fork Water and Sanitation District Rules and Regulations"
Lift Station Operation and Maintenance:
Lift station number I for Rose Ranch will be operated and maintained by
Environmental Process Conuol who also operates the existing lift stations which serve
the Roaring Fork Water and Sanitation District.
See Attachment D - Lift Station Submiuals
See Attachment E - Design Calculations for lift station and force main, lift station
details, and copies of the Rose Ranch P.U.D. master utility plans.
Implementation Plan:
The estimated duration of construction for the entire project is 6 months with a
construction start time projected for November I st, 2001. The estimated date for having
the lift station on-line is May 1,2002.
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DE,ARTMENT oF puBltc HEALTH AND ENVIR.NMENT
Water Oualitv Control DivisionI l:::":TL:,::"i[J;ff il:r
PHONE: @151 227-9840
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Address:
City, State, Zip: Glenwood Sorinqs, CO.81601
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A. Summarv of information reqardino lift station/interceotor sewer:
I I 1 . Proposed Location (Legal Description): SW 1 /4, SE 1 /4, Section 1
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Township: 7 Range: 89 County: Garf ield
I 2. Type and capacity of facility proposed: Major Processes Used Below qrade lift station mechanical
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U Present PE: O Design PE: 966 7o Domestic: 1OO % lndustrial: O%
-, 3. Location of Facility:
I' Attach a map of the area which includes the following:
I I 1-mile radius: habitable buildings, topography, and neighboring land uses.
I 4. Will a State or Federal grant/loan be sought to finance any portion of this project? NoI5. Present zoning of site area? P.U.D.
l: Zoning within a 1-mile radius of site? Aqricultural/Sinole Familv Residential/ P.U.D.
6. What entity has the responsibility for operating the proposed facility?
Ii Environmental Process controt
P.O. Box 493, Snowmass. CO 81654
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LIFT STATIONS AND INTERCEPTOR SEWERS
S crrv, STATE, ZIP: San Francisco, CA 94107
f Con"ufting Engineer: Hiqh Countrv Enqineering, lnc. Phone: (970) 945-8676
1517 Blake Ave., Suite 101
room and wet well. (L.S. #1)
Hydraulic: 169.05O gal/day Organic: N/A lbs. BODu/day
WQCD-3c (Revised 2/99)1 ol4
L-8. Rose Ranch- LLC
ll :" _::l'':j nooness: c/o Gate caoitol. LLC 650 Delancv St. srE 213
i AppLrcATroN FoR srrE AppRovAL FoR coNsr*UcrtoN oF L.FT srATroNs AND tNTERcEproR sEwERs
I 7. Who owns the land upon which the facility will be constructed? Rose Ranch Planned Unit
Development Homeowners Association
I -- lpl"""" "tt"ch copies of the document creating authority for the applicant to construct the proposed facility at this site.l
I Final Plat of the Rose Ranch P.U.D., Reception No. 569188, Garfield County Clerk & Recorder
- 8- Estimated project cost: $65.000
I Who is financially responsible for the construction and operation of the facility? Construction -
:
I Roarinq Fork lnvestments, L.L.C.. Ooeration - Roaring Fork Water and Sanitation Districtf
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I 9. ls the facility in a 1OO year flood plain or other natural hazard area? Norlf so, what precautions are being taken?
a
I Has the flood plain been designated by the Colorado Water Conservation Board, Department of Natural
I Resources or otl'rer agency?
! lf so, what is that designation? Zone C
I 10. Please include any additional factors that might help the Water Quality Control Division make an informedr
- decision on your application for site approval.
! Recessed wet well mounted oumo station, separate odor control room and backup qenerator. This lift
station pumos to an existinq wastewater treatment olant.l
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,, The proposed lift station or interceptor sewer, when fully developed, will generate the following additionai
I load: Peak Hydraulic (MGD): 0.169 P.E. to be served: 966
:
J ,, Describe emergency system in case of lift station and/or power failure. Duolex Pumos, Backuo
qenerator. Alarm Lioht. Alarm Callout|
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I 13. Name and address of wastewater treatment plant providing treatment: Roaring Fork Water & Sanitation
District, 9929 Highway 82, Carbondale, CO 81623
WQCD-3c (Revised 2/99)
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APPLICATION FOR SITE APPROVAL FOR CONSTRUCTION OF LIFT STATIONS AND INTERCEPTOR SEWERS I
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14. The proposed lift station or interceptor sewer , when fully developed , will increase the loading of the
treatment plant to 14 % of hydraulic and 14 % organic capacity and Roaring Fork Water I
(Name of Treatment Agency)
and Sanitation District agrees to treat this wast ewater? _x_ Yes No I
!Date) 1cp~ (Signa t ure and Tit le)
ps/R,t:/ fedJ .
B. If the facility will be located on or adj acent to a site--ihat is owned or managed by a federal or state agency, I
send the agency a copy of this application for t he agencys review and recommendation.
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Recommendation of governmental authorities :
The applicat i on shall be forwarded to the plan n ing agency of the city , town, or county in whose
jurisd i ct i on(s) the l ift station and /or intercepto r sewer i s to be located . The applicant shall obtain, from the
appropriate planning agency (agencies), a sta te ment(s) of consistency of the proposal with the local
comprehensive plan(s) as they relate to wate r q ual i ty (subject to the provisions of 22.3(6)).
The application shall be forwarded to the wa te r quality planning agency (agencies) for the area in which t h e
facilities are to be constructed and for the ar ea to be served by those fac i lities. The applicant shall obtain,
from the appropriate planning agency (agenc ie s ), a statement(s) of consistency of the proposal with any
adopted water quality management plan(s).
If you have any further comments or questions, please call (303 )692 -3500.
Date
Recommend
Approval
Recommend
Disapproval
S ignature of
Representative
Local Planning Agency
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. "}2. I Water Quality Planning Agency
I certify that I am familiar with the requirements of the Regulations for Site Applicati ons For Domestic Wastewater I
Treatment Works, and have posted the si t e in acco r dance with the regulations. An engineering report, as
described by the regulations, has been prepared and is enclosed .
DATE \9· '2.'; ·O \ J-~Ri ~ I
Signature of Applicant
Vernon D. Hope, II P.E.
Typed Name I
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WQCD-3c (Revised 2/99) 3 of4
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t ATTA.HMENT ro strE APPLtcArloN
I ln accordance with C.Fi.S. i981, 25-8-702 (Zl al, (b), and (c), and the Regulations for Site
I Applications for Domestic Wastewater Treatment Works, the Water Ouality Control Division must
determine that each site location is consistent with the long range, comprehensive planning for the
I area in which it is to be located, that the plant on the proposed site will be managed to minimize
I the potential adverse impacts on water quality, and must encourage the consolidation of
wastewater treatment works whenever feasible.
I ln making this determination, the Division requires each applicant for a site approval for a domesticr wastewater treatment works to supply an engineering report describing the project and showing
the applicants capabilities to manage and operate the facility over the life of the project to
I determine the potential adverse impacts on water quality. The report shall be considered the
I culmination of the planning process and as a minimum shall address the following:
Name and address of the applicant;
A map identifying the site of the proposed facilities, topography of the area, and neighboring
land uses;
Service area including existing and projected population, and flow/loading projections;
ldentification of the treatment entity responsible for receiving and treating the wastewater;
Legal arrangements showing control of site for the project lif e or showing the ability of the
entity to acquire the site and use it for the project life. Approval by the Division of an
application for site approval shall not be deemed to be a determination that the proposed
treatment works is or is not necessary, that the proposed site is or is not the best or only site
upon which to locate such a treatment works, or that location of a treatment works on the
site is or is not a reasonable public use justifying condemnation of the site. Approval by the
Division shall only be deemed to be a determination that the site application meets the
requirement of this regulation 22 (5 CCR 1OO2-22\.
Confirmation, in writing, from the wastewater treatment entity that it:
Will treat the wastewater;
ls not presently receiving wastes in excess of its design capacity as defined in its site
approval andior discharge permit, or is uncjer construction, or will be in a phased
construction of new or expanded facilities, and will have necessary capacity completed
and operational prior to the discharge from the new interceptor or from the new or
expanded lift station;
ls not presently in violation of any effluent parameters of its discharge permit or
operating under a Notice of Violation and/or Cease and Desist Order from the Division
resulting from discharge permit violations.
Evidence that the lift station andlor interceptor sewer will be operated and maintained by a
responsible person if the applicant is not the treatment entity; and
lmplementation plan and schedule, including estimated construction time and estimated start-
up date.
l; Depending on the proposed project, some of the above items may not be applicable to address. ln
IT such cases, simply indicate the non-applicability of those.
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WQCD-3c (Revised 2/99)
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ATTACHMENT A
O VICINITY MAP
O EXISTING TOPOGRAPHY
. PROPOSED LIFT STATION
LOCATIONS
O FLOODPLAN MAP
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HlCiFl COUNTBY EtlGlNEERlIlG, lNC.
923 COOPEH AVENUE
cl_Ei.Iu/ooD sFBhrGs, co 81601
(970) 94s-8676
EXH-BOUND
ROARING
'ORK
INV., L.L.C
GARFIELD COUN;Y, CO
FGE RA},ICII
IvIETROFOUTAN DSTHCT
VICSITY ITAF
SCALI: 1" = 4000'
rrs. e ,r
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DR eei ioa;t 7-Jo-ss I 97042-06 I ot t
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PROPOSED UNDERGROUND
LIFT STATION #2
UNDERGROUND
LIFi STAI]CN #1
(THrS APPLTCATTON)
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POSE RANCH f ::,,::, :: l
EXTSIING TOPOGRAPHY ..,,r,,,.,",.i ,'..EXHIBIT :'t
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Ftcr-t @t irrY E,IGhEERhlG' tNc.
923 @OPER AVEI{E
GLENTUOOD SPRI{GI. @ 8160I
(97O) 945-8676
05\Liftsto r
ROARINC FORK INV,, L.L.C
GARFIELD COUNiY. CO
BOSE RAl.lcil
PRMSED IfT STATIOi{
LOCATtOt{g
SCALE: 1" = 1000'
DES.EPT CK. NOE FILE NO.
97042-06
SHEET
OFDR. EPT o^TE 9/17/O1
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PROPOSED UNDERGROUND
LrrT STATTON
'2(TH|S APPLTCATTON)
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NOTE:
SERVICE AREA INCLUDES
THE ENTIRE ROSE RANCH
BCUNDARY.
EXISTING POPULATION = 0
r INCLUDES POPULATION & PE
FLOWS FROM L|FT STATTON #2.
BOSE RANCH
PROPOSED UFT ST,
PROPOSED AVERAGE POPULATION =
322 HOUSIS x 3 PEOPLE = 9661 r
PROPOSED PEAK FLOW : 966 ' 70 qpcd* 2.5 peok foctor = 169,050 GAL/DAY '
I'ONS
AK
1'A'
HGH @UNTF' EI{q\EEff\q [rc.g'XI COOFER AVEI(E
GLENTrcOD SPilIGS, @ 8160I
Grc) 945-8676
05\Liftstot
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SCALE: 1" = 1000'
ROARING FORK INV.. L.L.C.
GARFIELD COUNTY, CO
FGE RAI{C}I
FMSED LFT STATlq{
L@ATIO.GI o^TE 9/17/O1
6,,G
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FILE NO.
9704246
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RECORDD{G REQTIESTED gY:
WHEN RECORDBD RETURN TO:
Ronald H. Jacobs, Eoq.
RoDBld lL Jacobs, P'C.
730 l?ot Sftet, Suit€ 900
Deover, Colorado 80202
F.PECIAL W-AR84,N{[Y D BbD
This Spectal Warranry ("Deed"), Ded! this ISth day of Novanber, 2000, betweeu
ROARING FORK NVESTMNTS, L.L.C., a Colorado limitad liability conpany ("Graolot'),
whose address is 9735 B, Tour Tom Drive, Parkgr, Colorado 80138, and LB ROSE RAI\ICH LLC2
a Dolaware lirrr{pd liabiliry cornpany("Grantee'), wbose address is 3 World FiDancial Ccntctr, 12"'
Floor, NeW York" New York 10285.1200. Grantor and Grantee m8y bereinsn€r sometimes be
collectvely rcfesled to as t'Parties{' and indiviCually as "Party".
V/III.IESSETH, that *re Grantor, for and in consideraion of ue sum of Teo
Dollars ($iO.OO; and crher good and valuable consideration,'&e receipt aud zuficicncy of whicb is
hereby a-cftnow{edged" has, iubjeot to the lirnitatiors descibed bElow, graDrrd' bugaine4 sold and
conveyed, anC by ilr:se presents does gnol bargain, sell and cotrvey mto the Crrastee, its
suocessors anc assigns, the real p'roperty togerher wirh Lnpove{neots. if arry, sirr:ate. lybg 8Dd
bcing iElhp County of Garfield, Sca,e of Colorado, described es follou's:
as sct, for'th on qXhibit a auached hecero
TOGEII{ER with ail and siagular the herediuments ani appurtenances thc(eto
belonging, or in an,vrrisc apperta-niag.
TOHAVE.S{DTOHOLDficsaidpremisesabovebareai$edaoidescribedwith
tbe agpun:nances, .'Inlo tirc Ctantee, its sucoesson and assigns forcvcr. The Grartor, for itscl(, its
s*geirorr and assig,ro- does covenail ald agrge thra it shall and will WARRAIiT A}{D FORE\ER
DBFE\ID tlte above-bargained prcrnises iu the quiet aud peaceable possession of the Cnantce. iS
s'Jccesso6 and assigrs, agairst all and every person or persoos clairning rhe qfuole or 8y Pan
thereof, by, frrough orr under rhe Gmntor, strbjcct only to:
As set forth on Exhibit B atuchcd herelo.
THERE SIIAIJ BE be no rpergct of rhe fee esrate i:r the said premises bcreby by
conveycd or atry part &ereof by reason of ttrc fagt that tbe same person or entity may acguire or
bold, diroctly or indirectly, ar:y beneficial rights rnder a deed of rust or other security irsmmcnt s6.$.
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I encrrmbodng ee said ereoises and the foe estaro intbs prcrBirscs or arly inrcrest h suEb fte estate
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IN WTTFIESS WHEREOB, &e Granror has orecrtred this spucial warraffy Deod u
of rhe dEy aad year first above wrifiea'
RoARINGFoRKIN\nESTME'IT3,LL.c,,aColorado
lixtritsd liabilitY comPany
STATE OF COLORADO )
corNTY or S*1L-1, '"'
Subscri',;eC and sworn rc before me this &*tlf Y:"lber. 2000, b: Ronald
R, Heggprneler. a.s Manager of RoARbiG FoRK nrwsrttamqTs, L'L'C" a Colcado liEi[ed
liability coroPany.
Wioeu nY hrod and offisi8l seai'
By:
2
corpgrission ercp ires :
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O T2',OO GRRFIELD COUNTY CO
Osr Ordsr No, GTl233@*7
LEGAL DESCBTPTIO[I
PARCEL E
A PARCEL OF IAND STUATm N LOTS 4, 5, 10, 1t, t2, 13, 15, 15, 17, 2,8,%,
28,29,30, tu{D 34 OF SECTIO}.i I Al.lD I.O.IS 2. 3,4,7,8,9,lZ,13, 15, l6,OF
SECTION 12, TOWNSIIP 7 SOT,TTH, RAN6E 89 WEST OF IIIE SDffH PRT}TCIPALMERIDIAN,
COUNTY OF GARFIELD, S?ATE OF COI-ORADO; SAID PARCEL OF LA}.[D BEING MORE
PARTICUL{.RLY DESCRiBED A.S FOLLOWS;
COMME}|CD{G AT THE I}iORTHqIEST CORNER OF SAID SECTION I, A I95E ALM EAASS CAI f,\I
PI.A(E;
TI{ENCE S 56 DEGREES ;2'{1' E
'18.09
FEET TO A POETT ON THE SOI.]THERLY I-INE OF
TIIAT PROPERTY DESCITBED -L\- BooK590 AT PAGE 95s oE'THE GARFIELD COUNIY CI-ERK
AND B,ECORDER'S CFFICE. T}IE TBUEFOT\T OF BEGRINNG:
TUEIIiCE S s9 DEGREES 2;A'2j' E ALONG TIIE SOIJ*IIIERLY LINE OF SAID BOOK 590 AT PAGE
955, A DISTANEE OF 208.21 FEET;
T$EI.[CE CoNTDrt-NG ALONG SAID SCLITHERLY LL\E s 63 DEOREES 17'19' E 50.78 EEET TO
A REBAR A.\D CAP L.S. #171€8 Ri PL{CE;
TI{ENCE COI\IT$iLT{G,\I.ONG S.{D SOLITI{ERLY LtrVE S 53 DFIREES 47'23' E 334.00 FEET
TO A REBAR AND CAP I-.S. #1?488 N PLACE;
TIIE\'CE CONTB.ITIING.\LONG SAID SOUTHERLY LL\E S 53 DEGFEES 4'7'20' E 334,00 FEET
TO THE SOUTHEAST COR}IE OF SAID BOOK 590 AT PAGE 955. A REB^X, ATE CAP L.S.
#17488 Di PTACE;
TEE}|CE N 37 DEGREES ] 1'3?' E AIONG TI{E EASTERLY LI\E OF SAID BOOK 590 AT PAGE
955. 298-(I FggI TO A FOINT ON TEE CE}{TERUNE OF T}TE RO.{RRIG FORK RT\IIER;
THENCE TI{E FOLLOWL\-G FIVE ($ COI,T.SES AIING THE CE\ITEELNE OF SAID RI\IER:
1. S 54 DECREES 20',33n E 539.13 FEET
2. S 69 DEGREES 24'51',E s23.30 FEET
3. S 6! DEGREES +1's4' E l4?,S1 FEET
e. s 3+ DEGRSES 19',54" E 645.8C FEET
5. S 29 DEGREES 54'54" E 5]6.97 FEET TO A PONT ON THE EASTERLY I.INE OF LOT 17
OF SAID SECTiON I;
TTIE}{CE LEAV'SiG SAID CENTERI$IE S OO DEGREES 4Z'38N E AI.ONO THE EASIERLY Ltr.IE OF
LOTS I?. 22 A}.ID 29 A DISTANCE OF 2I4O.1O FEHI;
TIIE\ICE LEAVDIG SAIP EASTFBT Y LD|E I'i 89 DEGREES 15'45' E 43,14 FEET TO THE
NOBTHW'BST CORNER OF THAT PROPERTY DESCRTBED [.I BOOK 511 AT PAGE 103 OF TgE
GARFIELD COLTIITY CLERF. AND RECORDER'S oHEICEI
TlrElrcE THE FOI-LOWI{G S]x (6) COLB.SES ALONG T:{E WESTERLY I-t\E OF SAID
PR.OPB.TY:
I. S 41 DEGREES 07'!O' E 559.76 FEET
2. S 47 DECREES 56'39" E 519,80 FEET
3. S4? DEGREES 16'43't E466-70 FEET
4, s 34 DEGREES 28',09r E t23.72 F}:ET
5, S 04 DEGREES +5'38n E 390,41 FLyI
6, S OE DEGREES OI'5I'I W 130.25 FEE"T TO THE SOTIT}IWEST CORNER OF SAID PB.OPEETY;
THENCE N 67 DEGREES 25'06' E AIONG TIIE SOUTTIERLY LIN:E OF SAID PROPERIY 2II.OO
FEET TO A PONT ON THE EA.STERLY LINE OF LqT 9 OF SAID SECrTON 12;
fi{E}icE s 00 DEGREES zz',t]' E ALONG SAID EASTERLY LINE 606.90 F.EET TO THE
SOUTHEAST CORNER OF SAID I'T 9, A REBAR AND ALUMIINUM CA}, I.S I225EO. IN
PIACE;
THENCE S 03 DEGREES 11'58' W ALONC THE EASTERLY LINE OF I.oT U OF SAID SECTTON
f#x; ,uruuluruury:uiL:lltsBiH'
*4s-e8-i40 T'8 P0s/3 F-20s
i';-a-i'l1t.oo D tzo,os qffiIELD @tfirY co
-
I
LEGAT DEscnlmor'l
L Lz't4l,as FEET To rIiE sourilEAsr coRNER oF g{rD
I HTHHffiEGREE' 08,02' E ALoNc rsE EAsrE*Ll
Our NGr No. GW2Sgt294I
I
LEGAT DEscnlmor'l
IL u" ?41.05 FEET To rriE sourilEAsr coRNER oF g{rD Lor lz, A REBAR AND ALUMINITM
I CAI IN PLACE:I rm{cE s m DEGREEs 08,02' E ALoNc rgE EAsrERly UNE oF Lor 16 oF sArD sEcrIoN
. LSSS,SZ FET TO TIIE SOI.-TTHEAST CORNEB. OF SAID I.OT 16, A REBAtr'A}ID AIT'MINTJM
I A;u.itLq,cE, sArD poINT AlJo BEING TlrE NoBTHEAST coRI.IER oF TELI^ER SPEING,S
I mXt*l';,ro**, se,08' w A,.or.rc rrrE N.RTHERL' LrNE oF sND TEITER spRINGs
L, sirBDrvrslot{ a20.61 FEEr ro TEE sourgEAsr coBNER oF PABCEL c oF REgEPTIO}'I No.
I I *lygn oF TIIE GARFIEI,-D coUNTY cLERK A].lD REcoRDER'S orECE;
f" r**,;cr-r_uerrno seID NoRTliBly ut.lE N tz DEcREES T'48' w AroNG TI{E EASTERLY
I mre oF seiD BECEP'IIDN No.44431I, 169'14 FEET;
t m:,
N sz pecREEs s8'r. $/ ALoNG TtrE NoRTHE&Lv LINE oF SAID PARCEL c3u,74
I tmrcE AroNG THE WESTERLY i-E\E OF SAID PARCEL C AI,NG TgE ABC Ot A CriR'\iB To THE
I RIEITT ITAVNG A RADruS OF 582.29 FEET aliD A CE\TRAL ANGIS OF 1? DEOREES 52'5I"
I e OSTaNCE OF 181.72 iiEET (CHORD BEARS S 13 DEGEEES 29'05' E 180.98 FEET) TO A
? log.[ oN Tr{E NoRTI{ERLv LtuE oF SAID TELLER sPR$rGs stiBor{Slo}i;
i fIf:f.CE S s9 DEGRIEs s2'25' W.{LONG saID NoBfIHERLY LINE 174.01 FEET To THE
I Iflffif,.HHf^H'lSHi Pio"* ArrNo*rEwEsrERLy
I iiirE oi sAID opEl.i sp,{cF s3,97 FEET To r}IE !,{oRTI{EAsr @RNER oF l-or s oF sArD
I TELLER SPNNOS SLtsDTWSION AS SHOW}i ON T}IE AMET{DED PIAT TEERECF:
I ixrxc; s 89 DEcREES 5e'08'w ALoNG THE NoRTHERLY LIIG oF SAID l-or s, !65-35
t.-I r.EtsI;I ffiiicr coNTg,{LT{G,{LoNG sAID NoRT}IERLv Lt\E N 4s DEGREES 0t'a2'w 282? FEE[:
I TTTENCE CONTD{L'ING qlo}ic SAID NORTHERLY LE{E N 89 DBGRBES 59'08" w 855.53 EEE?
! ,ibfti-xoRTuwEsr coBiER oF SAID Lor s, sAD Portitr ALSo BEING oN TIIE EAsrERlY
I rucHT-oF-wAY oF coL\TY RoAD No. loe;
I igrx-ce rHE For-Lo$tlic rwEliiy.Trir.EE (23) coLRsES ALoNG SAJD EA-STERLY
I ucHT-oF-wAY:I t. N ]s DEGREES 1s'08' E 30-84 FEET
l- 2. N i3 DEGREFS +o'4I" E t6,97 FEETI i 3. N 14 DEGREES zG'34'E 8.37 FEET
+ l. eroic TlrE ARc oF A cIJt\nE To THE LE!'r HA\DIG A RADruS oF 263'67 FEET AND A
I CEinRAi AIIGLE orz? DEGREEs 42'13'. A DIsrA:,tgE oF 104.48 FEET (cHoRD BEARS N s3
I DEGBEES os'28^ E to3'E;o FEET)t s. N oE DEGREEs I5's9" w 7zl'97 FEET
I s. N 09 DEGREES 3?'30" w zI5'25 FEET
i ?, N 09 DEGREES 3z'll',w 716'14 FEET
I 3. U3$iHii:';;I Xfi# fffl* Rrc*r ILr.,,l,{G A RADrus oF rrzo.oo FEEr AND A
I teiT'RAL AI.rcrJ oF 0s DEGREEs 38'sz', A DIsrAlicE oF 184-38 FEET (cHoRD BEA-*S N 06
I DEGREES ss'06'w 184.30 HEET)
I ro. N 03 DEoREBS df '38'w ?0-62 FEET
I ,i, ar-oNa rHE ARc oF A cuRvE To rrrE LEp? HavtNc A RADIUS oF I Iss.00 FEET A}rD A
r cENTRAI A-IIGLE OF Ots DEGREES Sg'z3'. A DISTA){CE OF 181 .?2 Ffm (cIIOnD BBARS N 0E
I DEGREES rs'r9'w 181, 03 FEET)
12. N tz DEGREES 45,01" W 250.30 FEET
13. ALoNG THE ARc oF A CURI/.E TO THE I-EFT HA\|I}IG A RADruS OF 518-09 FEEf, AI{D A
l. cEb$BAr tu\GLE oF 3F DBGREES lt's7', A DIsrA"\cE oF 318.2s rmr (cIIoRD BBAns N
I
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+41 5-g8t-i401 T-lr8 P 06/13 F-205
OusffierNo. GiI233029'7
TTGAL OESCRIPNOil
30 DEGREES 20'49'W 31326 FEET)
iq. x +z DEG&EEs 56'38'w 259.80 FEET
ii: I#,i6;ffifi i'r a cuiivi ro irunosr gar.nrcg1fgo,ffif"mm o
I
&ffi"'ioffS;;; ;t"GE ot:;-n pnrencE oF 3%'74 FEEI (cHoRD BEARs N {0
,o< n, trlfF#;iHfr',''-,Iw-sri.a) FEET)I6. r.I sg ircB*s sl'20" w 485.s7 EEE'
i t hltta ,\Dir:iffi;r# inA'a;e;mG i;-rrnE r.xrr sAvu{c A BADrus oF dz0-00 EBBT AND A
^f -t6 i, ErF /r-Erl.rDTl EpADS N 43d.ffiff*ffi:-r re DE6REES ra'osllA DIstAI.{cE oF zt2-47 FEET (cHoRD BEARS N 43
DEIIREES 40',23'w 2tl-4i FEET)
18, N 53 DEGREES 29'751W 5II,O9 FEET
li: l,I#8ffi# 6i i#ffi fi;tr Rrctsr HAVTNG A RADrus oF +70.00 FEEr AIID A
o& ! c Etrrr /rrtrnpT'r RtrAP-S N 36&ffi}"riiffifr; sa DE,RE' +s,+zJ, t o,'ter.rce oF 2ss.rs EEr (cBoRD BEAIS N 36
DEGREES 06'34" s/ 230.80 FEET)
io- N rg DECREBS 43'43" w 773.97 FEET
ZI. AIING rrrg ENi OI E. CU.NW TO TT{E RIGI'T EAVI.\G A RADIT]S OF 620'00 EEET AND A
cgNTtAL ANG1-E Oi SO DEGREES 05'19' o Dmexce oF 3X,59 FEET (CHORD BEA&S N 03
DEoREES 41'04' w 321.816 FEET)I
t
u. !l ll DEGREES Zl'36',E 171.27 FEET
fi: Li;ffi];a oF A cuRvE ro rHE LErr r{AvrNG A RADrus oF 380,00 FEE,. A
AE ta a€ ErPa lrrEI6Dl1 Etr;A"m'"of,lo'G:;il fir"ofliti;g:#;-AND A DrsrAlrcg or ra.ss F'EEI (csoRD BEARs N
drEvrr v r nrE f'\E ItT\fFP trtBGEff#tffi";irl, I3,3s FEEX ro .q por.,rr oN rr{E sowrrpnrv Lo\E oF RnrER ErDoE
P.U.D,I
TI{ENCE LEAV[\{G SA]D EASTERLY zuGTTT'OF'WAY N 19 DEGREES ?A,3A'E ALONG SND
SOUTBE&LY LRTE 93,25 FE9t;
TI{S.rcE cot\T[\rLrBrc ALONG SAID SOurI{ERLy IJ}[E S 65 DEGREES 25'04' E 20.16 FEET To
THETRUE PONT oF BEGIIi\'I}iG'
PARCEL B
ToGETtiER wrm A p.\*cEL oF I-L\D srruATED IN Lors 23 AN:D 28 oF sEerIoN I AND Lors
4,.5,6,?, i4, TrrE lwiiT+-xwrr+ up_Tlre sw1/4Nw17a 6! IECTION 12, TOWNSIIIP 7
SOUTH, RANGE SS $TE T OT T:TE SXUI PAu\ISPAL MERIDIAN' COIINTY OF GARFIEID'
STATE OF COTSEADO; SArD pARcEL OF iA],[D Emlc MoRE PARTICULARLY DESCEIBEDAS
FOLLOWST
COMMENCI\IG AT THE SOUTH TEST CORNER OF SAID SEC,NON 1, A ELM BRASS CAP IN PIACE
TIIE TRLIE POI}.TT OF EEGSIIT'ING;
TIIENCE S 88 DEGREES O8'?A' E AI'NG THE }IORTI{EPIY IINE OF THE NW,/4I'{WI/+ 'A..I'TD I'CTT
5 OF SAID SE TION 12, 1925.15 EEET;
TrIEIrtcE t-EAvNG'sEjxonrxEBlY Ul'{E s ol DEGREES ie'05" w 100'00 FEET:
rngxcr s 88 DEOREES 08',24' E lsO'00 EEEI;
rrfElrce N oo DEGREE$ 03'38' E 200.10 EEHI;
TITEN.E N E8 DEGREE5 08,24n w roo.rs-rEei To A polNr oN THE *ESTERLY IJ'IE oF Lor
28 CIF SAID SECTION 1;
TIIENCE N 01 DEEREBS 16's7' W ALONG T1IE WESTERLY IJNE oF LOTS 28 AI'ID 23 OF SAID
SECTION 1, 1061.60 FEET TO I POWT ON fi'E WESTERTY RIGiIT'OF'WAY OP COTINTY EOAD
lH,o"u LEAvrliG rr{E wEsrERry uNE oF s^,D Lor 23 rrrE FoIJowING sRrN o collRsEs
d;Ntd; ri/dctuy NGr{r-oF.wAy oF sArD couNTy RoAD loe:
r o r hil?C /ffiUrffiffi;;td i-c-uiiG rd rnE ucrrr rrAvrNG ARADTs oF 4sE,0e EEsr AND
aa oo Ett'F /.!I.rl.rDh REAPS -S ?
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+4 I 5-98 I -i40 l T-l r8 P 0l/13 F-e05
Our NttNo. GW233o?9-7
LEGAT DESCRIPNOI
DECREES +8'59' 8 2fi -LZ FEET)
z. suLDFEREES4*5'Ol" 9W.L5 FEEr
3. N.ONG rNS ErC ON I CUNVE iO tU RIGITT HAVING A RADruS OF 1095'OO FEET AI{D A
CEMRAL N.IGLE Or Otl pEcneEs sg'231 a Dls'rN\rce o8 t71'80 FEEI (qIORD BEARS S 0t
DECTREES 15'19'E 17t.63 FEET)
4. s 03 DEEREES 45'38i E 70,62 FEET
i: ii'.ilffrift"ini ,iu i Ar.rRl,iE ro rHE rrFr r{AvrNG A RADrus oF re3o.oo FEEr AND A
,A^ ^n EEErF /r<E t',rDh EEADC Q tl(hffil;ffir";F ffi DEcREFT ss's7i a trsrAl{cB oF 1e0.2e FEEf, (GoRD BEABS s 06
DEG&sES 35'06',E 190. 21 FEET)
5. S 09 DEGREES ?A'35* E 1739.95 FEET
?, s 09 DEGBEEs sz'ii' i i+s.oq ssr $o A PoINr wHENG AI'I ol{E INcg IRoN PIPE
BEAXS S 80 DF&REES 3P'46' W 15'01 FEET)ffidiHffiEil6fts"id;i iicsr-or-wAy s s0 DEGREES!e'40' w r\LoNGTEE
A ^? EEr-aiEfFtnxt xTr\ lftTlEL 'ffiffii.ffi io*rED Ar.rD nreIonmsxr-v r-llrs oF RECEpTIoN No, filt&, '156,56
rgf fO AI'{ o}it INC8 IRON PIPE S{ PLA(E;
iH,H S-?Xfi"Tt;iiiilrliofinhly LB{E s 16 DBoREES 4s,46'w 3rere rEEr
^ Er5^ra alt'r\ ataDT\!iffi"*i";-iil,ih consm oF sArD REcEprroN No. io2?64, A REBAR AND cAP pq
PI.ACE;
THBIcE s oB DEGREES 30'14" E ALoNc rHE *ESTERLY LINE'OF SAID RECEPTION No'
lryrlgelU nSCetTIbN No. 4l8s9o ,3I2.17FEET TO THE SoLTTHWEST CORIIER oF SrlD
FECtsIP"IOX NO. 41E59i9l
TTIEI.ICE 5 tO DEGREBS.+5'44N W ALONG THE }iORTHERLY LRIE OF RECEPTION NO' 3,182'
iffiiHi-r6 ,E *bnrswxr coBNER oF sArD REcEprroli No. 3e7i82;
hE AF hEffiaiiiiXffiii iE'ddi;s:is;; ^roN6
rnE wrsrmrv LbrB oF BEcEprroN No. 3e7r8a
F.G ^nD\YEb nE I a\? ,1 nE qlffi-d#ffiifriliiirii,ir.il-#ir ro rHE NoRrEwEsr coRNER oF Lor 21 oF sAD
l-' 6 mtifr.?Ac A?tEl\n-ffQTn\r,li.+ffJfr,'i;:d';#;';i#ii6"jrrrwEsr coRJ'.rER oF rErrER spRNc,s SUBDMSioN;
^rcffi?h cttltl}.lEc#iffifibH;-ffi';';Fwnn-Nc rrrE wEsrERLy LrNE oF sAID TELITR SPEINGS
R ^F^FtArt r. taO a< EtE'F ?nffi;ffid* ^'$ rH; EASTERLV rr^iE oF Lor 14 OF sArD sFErroN 12, 758.5 FEsr ro
THE SOIJTHEAST COK{E"R OF SAID LOT 1A;iH#iffiil#iljfruiir*r=v im-oi. TELLER spRrNGs suBDrvrsloN s 8e DEGREES
/6 ^^ FrF sA rtC aa\lttFIfELfES'il?;S ffilt'i.it"i-nirfrI" rfrioi se,ro ror 14,46a.ee FEEI ro rHE sounlwEsr
COR}iER OF SAID I.dT 14I
THENCE N oo oecuris *.,t1. E ALONG THE wEsrERLy I-II'[E oF sAD Lor 14, l37E'08
iffi ro rgE NoRTF\MEsr coRlIER oF sAID LoT ra;
ii"ri*"E it! ilI&;:,i!?rlsIil'iio-ic-ft soimirnrv LrNE oF rHB swr/4Nlvli* oF sAID
h AF F ^ tt^ CEfflnN l', AN
sEcTloN t2, ts+z.gt FEET TO Tt{E WEST QUARTER COR}{ER OF SAID SECTION 12' A}i
tl
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ALIIIvISTUM CAP N PLACEI
THENCE N OO DEGREES 33'14" W ALONG THE WESTERLY UNE OF SAID SEC'|ION 12'
Zru.EO FEET TO TIIE TRI'E I}OINT OF BE6N\I[NG.
PABCEL C
TocEfTIER wTIH A TIr.AcT oF Ill.ID sITUATED IN sEcIIoN 35. TOWNSHIP 6 SOITTII. BA]IGE t9
wes? AND sEcrIoN z, TowNsHIP z srjutii. nexcE 89 wEsr, AL IN ry^Plrs PRINcIPAL
ME&IDIAN, COIrNTY OF cARFIELD, Sfr'fe bf COlOnaoO; iep mAef OF I.llrI'ID BEntIG MOBE
PARTICLILARLY DESqRtsED AS FOLI.OI/S :
COMMENCING AT THE COMMON CORNER OF SECTIO.NS I A}'ID 2, TOWNSGIIP 7 SOITf,H' RAI{OE 89
wEst oF TIIE srxrr{ pRrNqpAL }ffiIDIAi.r, srro connER AJ$ BEING colo[oN To s8c{Iol's
35 AIID 36. TowNsEIp 6 soUTTI, a.rr.loe aS ufrst oFTHE sDfEI PRINCIPALMERIDTAN;
+4 1 5-98 I -i40 I T-il8 P.08/13 F-?05
liiri ilrii d Lnfo u.r [i1 r s qur lLrtl u ru u*T,ife'ilz' f ii?i i'4P :d1 tri :biiig,-tl li :[ S# tr
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Our OrderNo, GW2SI@$'7
LEBAT DE8CRIPTI(lIU
THENgE N 76 DEGBEEE 04,29' w 4185.64 FEE'r ro rlIE NoBfI{EAsr coRNER oF Lc,T 21.
ifgsrilltK neNcgJrnoryEloN, FILIDIG l, TgE TRIIE PoINr OF BEGINNING;
ttsEI{cE TEE F.LH)wING TIvENTY FnE G5t corJRsEs AI,NG TEE NonrrrERly AI{D EASTEBLY
BOUNDARY OF SAJD WESTBANK RAL'ICH' FILING I I
l.SOgDEGREESOA'DTW?26.00FEETTOAREBARANDCJP'L'S'NO'19598
'.
S 69 DEGREES 53'22' W Ez.OO FEET TO A REBAR AND CAP, L'S' NO' 19598
9. S 06 DEGREES 59'38U E ?9.00 FEET TO A REBAR fu\D CAP' L'S' NO' 19598
4,s55DEGREES29'3S"EgS.00F,EETToAREBARANDcAPG.rnonLB
5. S ?5 DEGREES 13'3EN E 2]5.00 FEET TO A NO' 5 REBAR
6. N 88 DEGREES Sg'22' E 45I.OO FEET TO A REBAR A}iD CAP GIEGtsLE)
7. N E2 DEGREES 55'22' E 24O.OO FEEI TO A REB/E A}ID CAP GITECTBIE)
8- S 20 DEGREES l5 t8" E 185,90 FEEI TO A REBAR AI'{D CAP GIECIBLD
9. N 69 DEGREES i'ai'g zto.oo FEEITo A REBAR A!'ID cAP, L's' NO' 19s98
IO. N M DEGREES 18'26" W 251.73 FEET TO A NO, 5 REBAR
1I. N 71 DEGREBS ]5'22' E 272.00 FEET TO A REBAR fu\'ID C^P OIIEGIBLE)
iz, N +t DEGREEs 00'23" E 372.s4 FEE:r ro A No' 5 REBAR
13. S 65 DEGREES i9,38' E 435-OO FEET ?O A NO. 5 REBAX'
T4. S 19 DEGREES 59'3[:' E 210.M FEET TO A NO. 5 R.EBAR
15. S 60 DEGREES OO'2i," W 398.80 FEET TO A NO' 5 REBAR
t6. S 48 DEGREES 15'5i' W 2^3s.20 FEEr TO A NO' 5 REBAR
i7, S 50 DEGREES 30'23" W 2IO'22 FEE,T TO A NO. 5 REBAR
ig. s og DEGREES 24'41'w 180.00 FEET To.{ No. 5 REBAR
ig. X ?, CeCnmsls'ig" W 260.00 FET To A REBAR A*\D CAP, L's' No' 195e8
20. S 69 DEGRES 24'1?',W 230.27 FEET TO A NO' 5 BSSAR
2r, s 20 DEGREES 3s'1tj" E 256.00 rEEf, TO A REBAR A-\D CAP CILLEGIBLE)
22-s66DEGREES09'0'.7'w90.57FEETTOeR.LlEBeR.{NDcAP,L'S'NO'I959t
is. s or DEGREES 23's+" \l' i09.60 FEET To A REBAR AliD cAP, L'S' NO' 7168
24- S 28 DEGREES 05 3i3' E 2s0.00 FEET TO A REBAR AND CAP GLLECiBLE)
2s. s 6'i DEGREES 07',z'?'.tr 149.e9 FEET TO A REBAR A-I{D CAP (IU-EGtst5). IIIE COMMO!{
CORNER OF WESTBA}5K RA"\CH SLBDTWSION FII.bIG I AND Ti{E WESTBANKEANCIT
SUBDTVEION FILNG 2, SAID COL\ER .A'LSO BENG THE NORITTWEST CORNER OF LoT 23 OF
SAID EILNG 2;
TgB{cE THE FolLoqrlNc sEyE-i.lTEEI.I (t7) coLx,SES ALoNo rriE lioRTiBLY BOUNDARY oF
SAID WESTBAM( RAITCH SUBDTW$ON FILIIIIG 2I
1. S 69 DBGREES 05'3II" E 63353 FEET TO A NO. 5 REBAR
2. N 7I DEGREES 3"'N'E 318.16 FET TO A NO' 5 REBAR
i. s oz DEGREES l9'0iln E 3?6.-s0 FEErTo A REBAR AI'JD cAP 0lLEctsllt)
4. S 84 DEGREES s8'08' g\92.1OFEET TO A REBAR AND CAP (IIIEGIBLD
5. ALONG THE ARC OF A CLBVE TO THE LEFT HAVNG A RADIUS OF 5E5'OO FEHT' A
cEr.tTRAL ANGI-E OF 03 DEGREES 5s'13" AND A DISTAT.ICE OF 40.03 FEET (CI{ORD BBARS N
03 DEGREES 04'i?' E A,O.O? FEECI TO A NO. 5 REBAR
5, N 84 DEGBEES 58'OE" W 183'52 FEET TO A NO, 5 REBAI.
?. N 62 DECIREES I9'C8' W 133-53 FEET TO A NO. 5 REBAR
8, N IO DEGREES l;6'?Zq E 65.1I FEST TO A 1 NCE STEEL PIPE
9. N 30 DEGREES 36'38' W 476.00 FEET TO A REBAB AND CAP.NO, 9184
IO. N 39 DEGBEES O8'?2' E 305,4E FEET TO A NO. 5 REBAR
u. N 7? DEGREES X'?.2' E 264.88 FEET TO A REBAR AND CAP (III-EGtsLE)
t2- S 33 DEOREES 46',38' E 544,01 FEET
13. S l8 DEGREES 29',18' E 21?,00 FEET
14. s 06 DEGREES +9'$8' iz:.s.tg FEET To A REBAR AND cAP' L-s. NO, 19598
t4ar_!l-01 0Z:3t pm
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T5, N I4 DEGREES 5I'08" W 259'29 FE:ET TO I NO' 5 BEBAR
ro. NoNG rsE ARc ;; A-cuRGi-o:rdiuout HAvtNG A BADIUS oF 645'00 FEET' A
CElrmAL A!.IGI-E on oi branns ::zq'13.ileb6taxcr oi q0'03 FEE3 (cEORD BEABS s
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r7. s 84 DEGBEES ss;oi;'E 3s+.+i rrrry to eJiols-nia'ul uc coMMoN coENER' oF
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UrESlf TXX RA}ICH SUBDMSION EIIJNG 3:
r. N 81 DEGBEES O?'3?''
'35?.91
FEET TO A REBARAT{D.CAP' L'S' NO' 9IM
2. N 89 DEGREES ;'-i';;OO.OO rSET iO A REBARAT'ID.CAP' LS' NO' 19598
3: dfi osGREEs 32'08" Ezld'*g FEET To ANo' 5 EEBAB
4. s 74 DEGREES Zg,si- E iz:"se irET to A BEBAR AI.ID CAP (uJ-E6B!J)
s. aliNo rss e*c Or a CSB\E rc rire'r-irt iUtfmc-t RADrus OF 300'00 FEgf ' A
.ENTRAL Alrcr, or-oq iicR*., ss'ui;-nlld i prsteNcs o'52.@ FEEf, (ctsoRD BEAas N
00 DE6REEs a6's4"1ii.e5 FEE'p tO e nma3' A1*1D ALLB{INIIM CAP' L'S' No' 11204
6. N ?4 DEGREES Zg id; * 3]9.84 FEE'T TO A BEBAR AN:D ALUMNUM CAP' L'S' NO'
}:T,, DEGREES 34'38' W 252,00 FEET TO A REBAR A}'ID CAP GIEGIBLE)
8- N 12 DEGREES ;',8' W 3t2,00 FEET TO nnsnnr AI.ID CAP' L.s. No' 9184
;. N?" becners :r'38" w 328'18 FEst ro ANo' 5 REBAR
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11, N 52 DEGREES;.iE' w rzs.oo neE,r io a REBaR AND CAP' L.S, NO. 9tB4
12. N 52 DEGREES ii,is" w 21s,00 esgr ro A EEBAR a\D cAP' L S. NO' e184
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15, S 69 DEGREES i,i|' E 4?s.00 rr-ei to A REBAR AIYD cAP. L-s, No, 9184
t6. S sO DEoEEESI5'38";39s.00 FEET TO A REBAR AIID CAP' L'S' NO' 9184' sAID
POINT AIJO BEIT'IG ftIE NORTIIEASTCOR}TER OF LOT 23 OF SAID WESTBANK RAI{CH
SUBDTYI$ON FIUNG 3;
TEENCE r-ErVN6'iNb BOI}IDARY N 42 DEGREES O4'ZZ' E 160'00 FEET TO A POINT IN
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TIEIICE TtxE rwfivi'gz: ropotri'rc cogRSEs AI-gNG SAD 6EN1ERLIIgE:
i.-N sr DEGaEEs 4?'38P w 124'10 FEET
2, N 45 DEGREES 56'38'W 239.80 FEET
i. x s+ DEGREES 32'38'w so7.8o FEE-r
4.1{ 84 DEGREES 51'38' W 169'60 FEET
5.
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6. N ?2 DEGREES 34'3En W 879'00 FEET
7. S 87 DEGREES 46'.?2',W 342'00 FEET
8. S 85 DEGBEES !Z'72N W 23I,OO FEET
9. S 65 DEGBEES !1'?2'W 5I7.OO FEET
lo. s 48 DEGRSES 42',22" W 332.00 FEET
ll. s 69 DEGREES 4',?2" W 363.00 EEET
ii: i?."#ffi&,'ro' w l8l.e? FEEr ro rlrB rRuE PoINr oF BEGINNING'
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PARCEL E
TOGETHER WITE A TEMPORARY NONE}iCLUSTVE ACqESS EAEEN4EhIT TTIROUGH WEST BANK OFEN
spA@ BEtNG.,q, so-00 Foi:t wpg srnr or LAIrD STTUATED IN LOT 24' sEcrIoN 1'
TOWN${I' 7 sOLrrH, R.{l.iGE ss wEsr6ifu sDffg PEINcxP'qL }'GRIDIAI{' C0UNIY OF
GARFIEI.D.STATEoFcoLoRADo:s.qpSIRPoFI.ANDL\m{G2s.00FEETToI1J\cgSIDE
OT TgE FOLLOWING DESC:RIBED CESITERLINE;
coldrd'\cx*c AT THE soII,,rwE'T coRNER oF SAID sEcrIoN r, AE[,rr,[ BRAss cApIN PIJTGE;
TEEN6EI.i 61DEGREES r3'?A' f zzzs.28FEEf iO epOWt oNfEEEASTEBIYrlllEoF
5AID rrT z*, Selp-FOili- N-SO SES.IC-SN SaO cgrrrfru:nqTgE TASE POINI OF
Hffih*rc sA!) LA.TERL, LrNE N 48 DEGREES v2's'7' w AL.NG sArD cB'IlERlJltE
236. 9} FEET;
fffU?JN.'l*r,nuc eroxG sArD .ENTERLRTE Ar,oNG rflE ARc oF A cr,IR\rE To TBE Rrcsr
r^ FrabCIES Ectlrx AffiE l"*:f*r"# ilt;;FEEr iio a cErnRAL ANGLE oF r0 DEGREBS ss'42", A
<f^<' .fit ar't Q7- EEFT\.;ffill,E ilriiso spr (aIoRD BEA&' N 13- PJgryT-T-T:I.',*'"5i l'5'l*"r'fitrtTo'ifii"-,llTr-cift Jb-crt.'rymerx:{l*S*ll':':I2oesFEErroA
SftTn';#ibfinsrsrrruv nr6nor-*,q,v oF coL'NrY R.AD No, I.e;
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DISTA}iCE OF 18.65 TEff (CHORD BEARS N T9 DEGREESLI'?2N W 18'22 FEETI;
TEEI.{CE COVnUsrc nr-bxc s^n ca.'TERIJNE N 6? DEGREES 59'23'W 56,79 FEET;
THEI1CE CgnnrlrU.lc efoNC Se,fO Cii',"fqfg'15 ALONG TIIEABC OF A CURYETO TI{8 LE1;t
H.AvING I ne,prus oi ij.Oo FEET A\'lD A oENTB,AL ANGIE oF 64 DBGREES 44'47" ' A
DlsTAliG' OF 2E.25 FEE-I (cEoRD BEARS s ?9 DEGREES 38',13" w 26'n FEET);
TIIIENCE Coxrnrunta nitic sa,rp ciircg,r'Bre s 47 DEC,REES U'50'w st'23 FEET:
TtrENcE coliTINUINq AIpNG sap Cei'iiERl^Bqi eloNairn ABC oF A ctJRVE To TIIE IJFT
EAvrNc n nrOruS-di izso.m rm erli e cEI'II'RAL A!'IGLEOF 05 DEGREES 28'45" L
DISTA!{CE Or :"rg.5+Fgr rcr:ono BEARS S 44 DEGRBES 3t'.tl',w 119'49 riEET);
THENCE COxton:il6.elrillo snro cisrrru.nlE s 41 DEGREES 41'05',W e6.44 FEET;
?HENCE cornwurNc Aloxc s^m cgrffir,u.rE ALoNc rHE ARc oF A cIJrR\E To TIIE RIGIIT
HAVINGeneprusonroo.ooreetAI.iDACENTRALANoLEoFlsDEGREES43'32'.4
DItyrAIcE or iz-es rre;i'(cHoRb BEARs s 51 DEGREBS 1I'2I'w 32'68 FEBT);
tEEI.ICE CONTN''UNG ALONG SEP CESTERLhIE S 60 DEGREES 35'37'W 46'99 FEET;
TIIENCE COI'{TINI]U{G ALONG S^O CEITTETT'TNT ALONG THE ABC OF A CURVE TO THE RIGHT
HAVING e neprus oF- :oo,oo FEEr ar'ru a CENTBAL e'\GLjE oF 16 DEGREES 49'd5" A
DISrAlrcEoF2g,STFEB?(CHORDBtT'sssSgDEGREES00'29'w29'nEEEIX
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DISTAI.ICE Or t+-sz rrst ranoRD BETBS s 60 DEGREES 17',?2',w 14'31 FEETI;
TEENTCE COI{TINUING AI'NG SAID CEVTERLINE S 44 DEGREES Og'?5'W 33'76 FEET;
THENCE COr{TNUING N,ONG Sep Gmanrrr.re ALONG TgE ABc oF A gIJRVETO TEE LEFT
gAvtlic A RADnrs oP 50.00 t'-ssr ar'lD A CENTRAL ANGII OF 29 DEGREES
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gAvING n neprus-oF Ao0 rr:r sco A cENTRAL AI'lGLE oF 7l DE@BES 09'00" A
DttIlj\NCE OF 31.05 FEFI (CIIORD SEARS s 24 DEG&EES 50'30' W 29'09 FEEO;
TSENCE COrrSrtrOqdN,riNC SAID G}TTERI'E\TE S 60 DEGRBES 25'OO, W 83.15 FEBT;
TEENCE 6s!.tTffic efOr.rO inp Cmfrm,n" AI-ONG TE ARC OF A .IJRY-E T*, XHE ,,'FT
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Dtr$TA-\cE or ag.ee IiEr (CgtBD EIEARS S 25 DEGREES 1o'OI' w 28'14 FEETX
TgENcE ..NTINUING AI,.NG s,q.D CENIERI.SIE S OS OEATES M.sT. i TO,EZ T,TST.TO E
FOINT ON THE SOIJf,EERLY IJR{E OF UOt ZE OT STTP SBCTION I' TEE TERMI}IUS;
wEENcEmr sor"rir,lrEst coRNER oi salp sEerToN I BEARS s 50 DBGREES 30'32' w
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DESCRIBED CENTERI.trNE:
co}6ltBNCDIGATTHEsoUTHwEs?coB'NERoFSApsEcTIoNI,ABLMBRASScAPINPIACE
TTIENCE N s0 DEcREqs 30'32' E 153s.39 FEET TO A POL\IT oN THE NORTIIERLY LrNE OF
SAID LOT ZO. S.^I;O.PO TT ALSO BEII'{G ON SAID CE}TTERLINE' TIIE TRUE POIIVI OF
BEGINNING;
TEENCE I.TAVING SAID I'iORTHERLY LI}IE S 08 DECREES 04'58" W ALONG SAID CBNTERIJNE
3tJE FEET; # ^sa ^E ^ ^iTIIENCEcoNTbTuINQALoNGSAIDCENTBIJNEALoNGTmARCoFAct,RvEToTHERIGHT
EAVING * NEOruS OT ZS.OO TEET ANU E CENTRAL A}IGII OF 79 DE(BEES 39'45" A
DISTAI{CE or sa-ri FEEI (oJoRD BEARS s 3l DEGREES44's5'w 3:1"03 FEED;
TENCE, COr.mwrnsa atbuo sao-crlrmru-uve s ?1 DEGREES 34',47'w l'I'95 FEETI
TEENCE CONIINUD{C ALONG S*TO igN'TTru$E ALONG TI{E ARC OB A CURVE TO TEE RIC'ET
HAVINGenaprusopso.ooFEETA}.IDACENTEALANGLEoF2IDEoB'EES47.02'.4
DIsrA!.IgE or rg.o1 rEET (cHoRD BEARs s 82 DEGREES 2B'18f' w 18'90 FEFi)l
fi{ENcB coNTDluINo Ar-o}lc saro chrrenrnre N El DBGREES 4'/l' w 16'83 FEET;
TtrElrcE CON.fiNUINO AI-Ol,iC sAlD cgN'tBUl-IB ALONG THE ARC OF A CuBtr€ TO THE LEFI
HAVINGABADIUSoF25.00rgeter.roACBNrBALAIVGLEoF95DEGBEES09.44',A
DlsfA!'IcE on +ili rirr iqsoRD BEARs s s0 DEGREES 40r4oi w 36'el nEErl:
TTIENCE COI TII{UINO ALONG SED EETTE8I.I]\IE S 01 DECREES OL'23'W 29'68 FEBT;
THENcE coNuNUNG ALoNo seni cri.rtws.rE ALONG TIIE ARc oF A CUR\/E To rHE BIGITT
HAVI}.[G A RADIUS OF 5O.OO FEET ATTO.T CENTRAL N{GLE OF 31 DEGREES 4O'5I" A
DISTAI{CEOTZ:TSiEEI(CIORDBEABSS16DBGREES5T'49'W2,'lOFEEf,);
THB{SE coNTRruINo AI,NG sap eslrrrnrwa s 32 DEG"REES 4:z'14: w 98.36 F:EET;
TITENCE CoNflNUNG ALoNG sap einrrruse eroxo nrs ABc oF 1-cIIRvE To THELEFT
HAvINo ananliioF so.oo rsgf ervp A CENTR LAI{oLE oF 26 DEGBEES 01'54" A
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TgEI.tcE covrwui.ic ariiuc s^,D cffii,u.rs s 06 DE.REE' 40'20' w 19'05'
'EET:
TENCE COI'TflNIJE\IG AI.ONG SAID c;iERlS{E EIOXC ire ABC OF A CIIR\TETO TEE LEFT
EAvTNG ABADIUs oF ?s.00 ryT Altil-cBrrBAL AI{GLE oF 60 DEGRES 30'09'' A
DrsrANsE or ze .+b-ffi-ianoRD *4* iln or-onres s4'44'E 2s'1e FEED;
TEENCE COrru,rrm'rotiNc sem cilreBln.rE s 53 DEOEEES 49'49r E 859 EEEr;
rxrEbrc= co!.{TrNurr{G Ar,oNo sao S'ri'iffirs erouc ffi ARc oF A cuRvE ro lIrE Elo'rt
EAvING e naorui*di i5so FEET ANGLE oF 28 DEGREES s6r52.' A
DIIITANcE or rz.sg FlEm (cHoRD gEAi' s s9 oEGBrEs ?t'z:'E 12's0 *Dl
THEI.ISE coi'ITINuroIG aLoNG sao cffii$re i z+ opongs 52's6' E lo^2t EEET;
TgENcE ..NTTNUTNG AL'NG sap 6rid.r:niE ar-ox6 rm anc or A crJR\rE To,{E RIGE'
BAvING r n^orut-or is oti rre.r AND A-CE^rrnAL Al'IGt.E oF 42 DEGREES 02'lI" A
DISTANCE Or rffi F-E T (CHORD gEAii S 03 DEGREES 51'5I. E i?'93 FETTI
TEElicE cor,rrorim'lc rrbNo saro ifrr6lnm i rz prarses oe'ls' w *6'*3 FIEEr;
THEN.E ..NTINUING ALONG sarp cgr-rE'ii-Rr' o:lXC-trU ARC oF A CLIR\E TO THE EIG''I
HAVTNG enoorUi-o; i00:00 FEEI'Ab[D A-cEN'rRAt ANGuE oF to DEGREES 32's0"' A
DIsTANcE or rs-+i 6aiiCgono qE^r's s 22 DEGR-EES 2s'4o" w ls'38 FEET):
T,ENCIE COVrg,ru-IiA ff-oXO Setr> CSmmUn":e S 2? DEGB'EES 42'05" W 49'78 FEET:
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DIsTAI{cE or +oliz rrr:r icson'o gE{ii i o+ pean'Ees-37'33n w 3e'19 FEET);
TI{ENCE cOxru.iUiXC"er-bNc S,'gO CENrm::lrB S 18 DEGREES 26'59'E 9'34 FEET;
tgENcE coNtINUING AI-oI'{G sao irwirarnw rulNcim enc or A cuR\E To rEE RIGHT
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ilAVIliG a, ncDnibi so.oo ree"r AIib A CEmner ANGLE OF 39 DEGREES 5s'48" A
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DIsf,AI'icE or +iloai-rm (GroRD'. ** s 07 DEGREES ss'3s" w 41'38 FEEr);
lrIENcE coMINUTNG ALoN6 snrp cr.lm AtoNg rHi ARc oF AcrJRvE To TEE I;SFI
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THENCECoITTINUNGALoNGsefOCtS-ffn:-U"fEs05-DEGREES5?'2?'W107'09FBET;
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PABCEL 6
LOT I5
WESttsANI( ST,EDIVISION
F1TUNG NO. 3
COUNIY OF GARTIBI.D.
STATE OB COIORADO
GilEITY CO
r.Eoflt oEs8nlmot
+{15-981-7101 I-r rt P. r3/t3 F-t05
Orr(hdrlrh. 6TZIlm$7
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ATTACHMENT C
WASTEWATER TREATMENT ENTITY
NFORMATION
O WILL SERVE LETTERS
o GRANT OF EASEMENT (SEWER LINE)
o OUT OF DISTRICT SEWER SERVICE
AGREE,MENT
EXHIBIT B - ROARNG F'ORK WATER AND
SANITATION DISTRICT RULES AND
REGULATIONS
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r3:::":::::GORDON MEYER
s 5-.lFveYoP^>
SLEXWOOO SPRIXGS aSPeN CRESTEC EUTr€
rrAw 6rH.Sul"E2OO PO BOx2r55 PO eox3OeB
6LSNWOOO SPRTNGS. CO Ar60r aSPEN. CO El5l2 CRES:EO BUrE. CO 3
970-945- iOO4 3?O-925-67e7 97cts349-5335
ry 970.945.594A -\ 970-924-4157 ry 970-349-5356
October 17, 2OO1
Mr. Eric Tuin
High Country Engineering
923 Cooper Avenue
Glenwood Springs CO 81601
RE: Roaring Fork Water & Sanitation District/Bose Ranch Lift Station
Site Aoplications
Dear Eric:
The purpose of this letter is to confirm that the Roaring Fork Water & Sanitation Districl will
accept the wastewater from the Rose Ranch Subdivision PUD. The original Site Application
for the District's WWTF contemplated service to Rose Ranch. Rose Ranch was included in
the primary service area for the WWTF, and the plant was designed for this capacity. Further,
out-of-district Service Agreements were reached with Rose Ranch and was a requirement
from both Garfield County and CDPHE for approval of the Site Application. The District has
been working with Rose Ranch on an Annexation Agreement for both water and sewer
service.
The District's plant was designed as a 32O,O0O gpd plant with a first phase of 107,00O gpd
currently built. The plant is experiencing present flows in the 1Oo/o-15olo capacity range'
Therefore, there is plenty of excess capacity to serve Rose Ranch.
The District's piant is currently meeting all parameters of the NPDES Permit.
The Rose Ranch development has made a payment to the District as an up-front tap fee,
which will pay for an expansion to the WWTF sufficient to serve the demand from Rose
Ranch.
I hope this letter will serve as the attachment that is necessary to the Site Application. lf you
have any questions, please call.
Sincerely,
SCHMUESER GORDON MEYER, INC.
Louis Meyer, P.E.
LM:lc/96059A07.5
cc: RFWSD
Larry Green, Esq.
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February 12, 1998
MAILED TO:
Mark Bean Direcror
Garfi eld County Planning Department
109 Eighth Street
Glenwood Springs. Colorado 8I601
Re: Rose Ranch
Dear Marlq
This letter will colfirm that t5e Aspen Glen Water & Sanitation District can and will provide.seE'er
servicc to the proposed Rose Ranch dwclopment, Additionally, the developer ofRosc Ranch rvill be
required to panicipate in the cost of any wastewater plant o<pansion which may be required to provide
zuch scrvicc.
Please do nr:t hesitate to contact me if you havc any ftrrther questions regardiog the Distrid's
commitmenr.
Very Truly Yours,
ASPEN GLEN WATER & SAI{MATION DISTRICT
Tirnothy Thulson
Ron tleggemeir
Lary Green
A5PEN GLEN WATER & SAI{ITATION DISTRIG
9929 Highw sy 82 . Corhondite, Colorado 81623 ' (9fl)96S4$6 ' fa,t
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C:.ac o! EttsrcncfS.Y.r Li6.,
GR{YT OF E.\SE}[E}T
(Sover Linc)
THIs cRr..yr oF E{sE}rEr::.p-.q. !i1 zl'l'.aav of February, [995, by andbeb'rreen TELLER SPzuNGS HorvfEowNrns e3soF+rrox, u cotoraio aor-for-profitccrporation (Grantor), *hcsc acciress is P.o. B'ox i740, Glenwood ap;;;r, aolorado g1602,and ASPEN GLEN WATER' & sA'NrrATIoN Drsrzucr, a colorado Lmired partreahip(Gi-a::tee), whose aCCress is 555 E. Duraor, Suire 4d tpen, CO.
lC{ow AIL MEN BY TITESE PR'ESE\TS, i.hat for and in ccnsideration of tbe sumcf Te:r Dolla;s (si0'00) .in ha-rd paic aod in fu;rher ccusiderarios oi tbe keeping audcer:ormancc of *re pronises anc covexanls ccorained he:eil, the sufEiercy of which arehereb,v aclcrcwledged, Grantor dces hereby s.il, ccurqr ard quitclain unto Gran:::, itss.rccessors aod assigas, a perra::eat, troo_<xcjusive easeuent as follows:
1' Descnpn'ao of Easeneni The eascaeut cotrveyed, hereby is a ten:oorary
::1tt*To1,t*t:.ot_eV 1so1 feet ia oridt!, to be supolauted by a?s fooioide Derrx,anep!e3sesle:lt ail as desqibec iq this paragraoh. The eierneot shajl be ..rot ilt";;;;ocel sPace-pa:cel.as cepieed on ':be Plat-of Teiler Sp.iags, rccorciei Oclober 14, 1991 asRececticn No' 428210'of the reccrcs of &e Garield Couioy Cerk and R.ecorder. Toe 50foot ienporalr' ccnstructou easeceot sha.ll be locaiec Ery (50) feer west oi the esstingfelcc liue aqcss the abcve descdoec TgrTou olren s?a€ piir"'rae permaneut easeueotshall be a coridor-Yi"v;tu. (I) q/i(s i"n'n.&i"t ty west of the etsintfeucc liue. Theprecisc locatiou shall be deteraiaed by " $rrvry at the expeusc of Graotee of the as-brulttrqlities to be colstrustcd and i'''trned "t th. cf,?e&s€ of amui""-pr*.,r-, to ?iL.easemeot At n'rch tiooe as the installaCou aod -*tr.tios of the Acflides are completeaud tbe surve)l is completc, this Grant of F,*eoeut sbali Ue a-"o+d t;;"-meot sr"gnedby aII Partes hereto, wb.ich il.sels tle corect legal cieso'iptioo of the ,.-tult hcilines andthe easenreat shall be welve anc oue-b alt gl''n1 feet oo either side of the surveyedcenterljse. The eascuent graured hercby rir"t: U" limiteC to tl" purpcse of laying,const:'rrcting, opcratrng,inspecing, nrarataiaiag, rcpalring, replai.rg zuUr:titu'ttng, relccatiu!,and remoriDt a sewer liui and the apFrrtc?r2trt par6 Gciof cro[r, uod.r aod across tbeex'exe8t henby -€tr:eyed. Such.sewer iine sball be constrsctc4 repaired, ucdi6ed,irspected' maintaine4 rcplaced, mbstinrted, rclocated, or ,.a*"d Jt Grastce's o,w.n
:'PtIt# a.good aod worhnanlike Eannei, aldwith due diligeaceioluoid as nuch asplssble-aey iuccnveuicsce !o tbe s.rrfr,ce riglts aud auy other inlerest in tle easement notco$_e,ved b''/ this gt'ant of easemert and ro id;..."t rcal propeiy.
L Te:rn gf Easement. The nghs graoteC berein shail be posscsscd and eojoyedby Grantee, Graotee's succcssors aud, assi-gps,L loog as thc sewer lini constructed pursuanthereto shail bc maintailcd aud operatedby Graote"e, Grautee', *..*ors aad assigns.
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ISERDER 2s. co
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3. Rightgf Access. Graatee, togetherwith Grantee.s employees, conrracrors andagenls, sball at all Eoes, acd at their own cos! and elpesse, have 16-.rs to tbe easementgranced bereby for tle Pu.P".es descrioed hereiu. Tter" *.rii"-* ,.p"-,. fee charged.by Graator for acccss to tbe sarne. I
1' Rghls of Grantor'. Tbe easemFut granted hereby shail aot be deened to giveGrantee exch:swe possessioo of auy pT of.the lremis.s. Graaror, aad is successors andassigas' shail have tle -ngrr to us. aad eajoy Ge deuris.d-p;;;.s-'to the fuilest e:renioossibie, so lcng as such us. cc., oot unreasocabiy intenere "it\ ih; exerise by Graareeof Grattee's nghts granteC beteia. Graorcr furthei reselves the nghr to assige and cooveylo utrird pades Gractor's n&rs tottretsc.a.nd enjoyrrect of r-he dJn.:sed prenises, subjectto Gi'antee's righs ccutainJi aerei.r. Norhing n.'reio shaII be ccor*c ro allcw Graotor,iu successors or assigns, to crect st-ructuies or other perTna[eat inprovemexs over tbeccurse of Graetec's facrr.ities ,*irhour 6nt obtainjng tnJ ;;.;;;;;;;, of Grautee.
5' Sur-fuc.e Da.mag:. Grastc: lg.rees to bury all pipelines cotrst;lJctec in tbeeaseEe:1t at a sufEienr dept ro cocnpiy with ail applicable la*s, inciudiug ail zooing audbuilciug ccces auc relatei crdinaaccs. Grantee iunb., .,-r..* 1o install ag pi;eiinesccnsi'rc:ei in pe easexaetrt ryaated bereby ia a manaer wirici shall ror iutet'ere varh thec.:itivaocn, drailage, or per:nitted inrproreuea:s *U"A -q" U. i*of:.a oo the easegenlGraotee, its suicessors aaa. assigrs, sbaupay f9r auy d,arca.i io*;ii. easeger.r aod any
lt-T:::linprweneuts thereis o*.d u.l c.*t."_, *Lrr*ioo, operariou, in"pectio6,IrJiuote8aicer reParr' replacerceat, sr:bst'tutiou, installatioo, ard/orl"mov-ai of tbe facrlitiespermitted hereby, or iB use of tbe eascue!,t, iuclud.ing, but not lirnited to, restoratiou of aIIsrrfacc imprwencots srch as roads, @trcrele, r"d{;C i.p;;;.rq or agrio.rlturalulling' Is tbe ev:st of-aa,v nrch dauage+. pqrueatof &. auxoior of s:cb daoage sLall bel.oade tarmediate! 9 tbc dana.ged p.rty t isu. U Grautor aad GLtee catrror, by theirrnun:al_agreernea( determiue Oe "::lorrat of zuch damages, tbeu Graaror aod Grantee shallha're ail.rercedies, iucludi:'lg liigztion, for Cernor:'ning aoy suca damages that tjrev wouldbat'e uaCer appiicable law.
' 6' Resloration o( Surfacs. gpoo abaado',.",e8,t cf the eascmert for agy reas€o,Graltee sball, at is cosg *.*" tx pipi and oth., facrliues placed iu the easetrreot by orfor Graatee, a8d Graatee sball fiil iod level aII ditches, *a, aad depressioos caused byconstructios, maiureuaae, repair.or reucr/al _operat";: ;rr*i"; -dl debis resultiog
-/ S:::|,Ij.9:o,*v restoug tbe same to or * o.* il;;;;Jcoudition as may bepc3tibie' ar c/ithiu a rcasouable tioe after tle cessaton of the eiercue of Grantee,s rigbsiu coonecttou with the easeseut If Grastee fa-ils to satisf, tbe obiigacions se! forth i!, thisparagraph, Grantee agiees to reisbursc Graator for 'the cost if such rcucnral aldresto ratiou operatio us.
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,1l.,",?Ji;?#fi fl H.',:'il1.T"xits:::ilt-:r:iiTii';:l;:;.?'iil:tseparately from other matii"r ,.-or.d ii ffi;;;li*"" rt srau re'ov-e nrch topoil
;ilt'or-*ay.ip.airiourlv. Thn se.ri'on 2nari-o ^s.. .^ ,- j:PtlT.Tch topso[l ou top "i t";:L*;::ffi *:H'1,ff;,'"*.:;ti**+fi 'Ji['t"L:".TI,",:J1:,::,ffor is irriga:ed, or whicb it ur.iy ."o;ffi;1"";",I.L"il: ;rH::
fiffiTlr;; i,il::!:sir$::j:1r;fr_..rrx^r- :; ,* .::...',-, Llu:5lsg soall Ue Uccessary i.igi,ff:l :,", i, 111,111,- :-l f :,:., r i".. . dLl,,iJJ', u. n, h ow ev g ;,
pnor io tbe c;ossing.;1:;t't:'.1*::'''oJ'*'o;;;i'.;*"''f ;","";11iil"r"Hilffi f ;fiiff;
In the anent therc arc waur, elecficalil"; ;ill i,{: :X.11'"i :ffi F "i ff,'lff JH; jJ''ffi
l';""',"""..;1.:*:",":l#Il::y_9;ffi i.,r";ffi !il:::l.'.,ffi if HI 11no.r ,o T_ to oriugate any ie urqirlrsr re ''" rs lxltlgate a'y intcderence with *y *d fi"I, i.lfrl*;, il.;i"nprwenen*. If, as a consequenci of the use of tha riohr. st<ato)L--_L
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10. Imorshanoo't-,,sc" ,ffim:I"ffi;ii.,.ffior intcrfere sit!- Graa,*t-o*- *1 .rio],,o.",''&. u" rie1s graatcd hercuuder.Diotwitlstaadiag a!)'thhe utiio t. tbe couffi-c..iar, is s.-*"fo ,od assiqls, andot^bcr cru4le:: of a rigbg titl., or interest rn the'aear;sea prc.;s.s, uury use the easeueutganted he;etv to'3l-porpose so toog ";*.b;;t oo, uorcasouabry intenere urithGraute:'i rsc the:eof.'S]p.-ii*ifv, *rlU, U.ilt"i f,. eas€xoetrt grrot d he:rby may bewhcllv or partiallv P"l:4 r"".d'iJcraits r"ir""l*.* ,h. ;;;o-ri., utrlires nayrun acro<: or be burieC withr.u the ease.ncul
11. prior to Graatci,s construction,replaceu:er, or r.ro meut as graatcd hercby, GrantceLLu gt' lt,l.tt"t ten 1ro1oafi;;; to Graatoi oidtr.",s inteat to do the same. TLePu-rPosc of this uotigc tt"it u" to allow Graotor," *iali"te G.ra.utce's usc of the eascmdutsotat it wrll uot urueilsonabiy interfere witb GrantofsL of tbe sagre. In the evest of au1.3'i113;":itr?,:ffi;1r*:1 not bI ,.q.,'Jo,t terephoo" o"tcc sha' be 8rve8
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- LL Ag'eeurgut tg Hold H?rmless. Grautee sball iudeoni$ aud bold Grautorlarmless froo ary - ;;;, erpesscq tiabil.ities, ipqtur{ing, but
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Bot [mited to' aitotxeys' fees aad costr (whether inc.rried before or after suit), which ,"y[xrrifl."#,1'tr"riielgij;--h#;e out of tbe.;;.;* by Grantee of
13' Bindiue Agreement t .*.l".utqobligad:*, aad terms contained ia thfsGrast of Eascueliltl$[e-'g upou aud iuuie to ih. beneEt of the parties berero aod&eir respective succe.:sor: aad "dge..
14' Iv{ech4oigs' an-d other uens- Graotee shall iaceecar} aad hold Grautorhaiatess tom a::d agaiast .u ...t.*io, r"r"*J *d/.r;;;;;;joio.o, which maybe 6lec iu coooecti* *rta tt" ;"11:"o-, ffig, opencoo' iuspectio,, qaingsq2ssg,repainng' rcplacemeil:b=*Eg]*tootiog, aadieo,oring of the purmin.a fao-tities, orur ".y other way ansi:rg out of G-raate.,, ori';a,!;;*.r,eBr grautcd hereby, aud sbailGruse nrch liecs to be rereased urirhirr thrry. e)-o."; "i_rl3.*d]o, of
"ay such rieu upoo;:i'":T:kT"11?:f f l,:H1ruro:ltH:"^"Graatorrorau,vanoruiys,
To ILf'E A,ryD To EoL?_,6: satrne, together with aII and singurar, theaPDurte'ances aad prinlgges thereunto.beloug:-ug, o. ioLyu." th.r.*to]ppenaiorag, aodd F" estate' rigrq'title, ilt"r* -i arir *id;; otu" said Gra.urorlwhether in Iawor ur equiry, itr aad to tie easeu.ot r.r.uy g"""i,',o tbe oury proper ue, bene6r aldbeLaof cf t5e sa:ci Gra.:tc.,-io iil"rcrs ard ass.tar.
E\ wrri\rEsp wrEREoF, Grytor has rxeqrted aod delivercd this Grant ofEaseoest this Z/ rt a.r"rEi*1"y, 199s.
rycs HoMEOWI.IES ASsOcxATroN
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WITI|ESS ry Land aud official seal.
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. OUT.OF.DISTRICT SEWER SERVICE AGREEMENT
rry:JIIiSs:EiE'REY5ffiS3?tr#"y^ffi *r#,-BflHHa C..olorado..Spccial District ('Districf)i .td trerASPEN GLEN coiiiianrNeRS, acalifornia limited pi_lryIlip, doing'busioess k cororado as ASpEN GLEN GoLFPARTNERS, LTD. ('AGGP').
WITNESSETH:
WHEREAI, S" District is organized pursuaut to TitJe 32 of the Colorado RcviscdStatutes to. inter alia., o*n anC operai. a r.giooal wastewaler kcatrnent faciliry to providcwastewater rreatmeot. service to properties withiu iu boundarics, iocluding tbc
-nspin
GIenPlanned Un[t Development ("Aspen Glen'), and to properties outside its boundarics butwithin a defined'Seruice Area" and an'Erpinded ScMce Aiea'of rbe Districr, all as shownon Exhibit A. attached hereto anci incorporatcd herein by this rcf"reoc.: and
WHEREAS, Rosc is the owner of certain undcvelopcd real properry lyiug Mrhiu theExpanded service Area of the District 1nd generally ""$ of AspJu dri" (b,ereinafter'R'ose Properq/). The Rose Property is d&ribcd oo Exhibit n, .ir."L-"a l.r.ro andincorporated herein by tbis refcrcace; and
WHEREAS, tbe District aod AGGP, tbe developer of Aspen GIeo, have by aseparate agreement cootracted for the Djstrict's l-cq'ui:itio_E of a wasteuratcr trcaboeot piautsite,.and AGGP's constnrctiou aud dedicatioo of initiat Distria facf,ities;-atrd
WHEREAS: F"_.gi't'ict pgreillt to c.R.s. $32-t-100r(1xk) has thc porer tofuruisb scrviccs and facilities outside of iu boundaries;'and
WHEREAS, tl.e parties hcreuo dcsire to express thcir agreement concerning theprorrqion of sewer and wastewatcr treatslentscrvicc to tbc Rd i;;"rty'"oa aoy otherproperties capable of beiug scrved by the District Rosc's participaio" io il" expaosiou o(thc District's wastewater treatrnent ptaoq and rclated. r"tt"o
Now' TI{EREFORE for and io coosidcratioo of the slutual prorniscs andcovenants contained herein, aad othcr good aod valuable coosidcration, th. reecipt aodadequaclof which is hereby acknortedfed, tlre parties atrec as tollows:
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A Plau!.De!igg. Tbc Dirrict Service Ptao, as approved by Garfield Councy,prwid.el for a regioaal waStewater treaureot plaat which'w:ll bc coustnrcted
in nultiplc P]r*111!h au ultimate total a"ig3 capacity of 600,000 gallous
per dav (gpo, or 2000 EgR (300 gpd = 1 EOR),'aad *hi"t couteilplates. wastewatcr treatrneot scrvicc to thc scrvicc are: and er;paudcd scrvicc area
as showu on Erhibit A However, for purposes of calculations under this
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Agr.cement only, and without Iimiting tbe actual ultimate capaciry of tbe plant
or the actual levels of scrvicc tbat may be enrended to thc Rose property, the
prrties shall asumc the ultimate capacity of the plaut is 32o,o00 gpd, or 1066
EQR. Phase I of thc plan( Ls proposed io rbe Disrrict Scrvice Plan, is
planned to have a capacity of [06,800 gpd, or 356 EQR. Furure phases of the
plant will be constructcd ana fiid for pursuaot to the rirrns of this
AgreemenL
Allocations of Current Desien Plant Capacilv. AGGP ts requ ired to construct
at its crpense L1e 5swci lines aod wastc\rater treatment faciliries occcssary to
servc Aspen Glen. and to convey sucb facilitics to the District, as described
in thc Servicc ?lan aod as required io thc Coostnrction and Reirnbursemcnt
Agrecrnentbetwccn AGGP and the District executed of cven date herewith.
Aspen Glen at full build outwill require a servicc level oI approrimatcty 638
EQR trom the District wasteweter Ueatment plaot, or approrimalely sixty
perccn,, (607r) cf the plant's assumed ultimare c.apaciry of 1066 EQR.
Thercfore. approximately a28 EQR, or forty perccnt (409o), of thc assurneC
ultintate capaciY will be available (or use on properties cunenrly located
ouLside the boundarics of the Distic'* l.lor,vithstanding the assumptions
under this Agreemen( all plantcapaciry over and above thc oeeds of Aspen
Glen, rs outliaed in thc apprwed Serrice Plaq and aoy ameodments rlereto,
shall be available for service to the Rose Property, subject to the terms aod
conditions of tbis Agleement, and to aoy other user wbose propcrty is capabie
of bcing scrved by the District, subject to otber applicable agreemeorr This
service shall be ou a first-come, first-scrved basll irrespective of any existing
cstimates of the nun:bcr o( EQR tbat auy user or property to be se rved may
require,
Service to RJ:sc ProoerY, Wastewater treabnctrt servicc ro the Rce Property
wrll not be througb existing District collectiou lineq but will be directly into
lines at the District wastewater treatment plan sitc, or into the plant itself-
The District hcreby couveys, effective upon approral of thc 6nal plat
dcpicting such ascmenq to Rosc, bis nrccessors, and assigns fo_g_tlrc_b_cncE-!
of tl. n.sc f ror"ry, the non-erclusive right O coustruct, eolarge, maiatain,
rePair. aod replace. scwer lincs rud all appurteuant facilitic* to District
engineeringspcci6cations, within tlrc Disuict's wastcwater treabucut plant site
for conoection to lioes or plaot thereio, aod to uulize capacity in sucb lioes
or plant, all sr.rbject to the urrns aod conditjons of this AgreemcEL
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Extensioo of Sewer Servicc to Rose Progcrw. Rose shall bave the right to
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obtain scrvsl and wastewater treebment service under this Agrcemeot for the Rosc Propertybp (r) purchasing existing scwer plaat capacity, if arailabtc under the terms of this *
Agreemeut, and p) participatiug in the fioaucing aud coostuctiou of a Pbasc of sewer plaut
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chpaciry exPansion Pursuant to the terms-of this Agrcement. Rose may clect to utilizeeiiher. or both. methoCs of obtaining scrvice as prorldcd hercin. '
3. Purchasc of Elisting Cag3city. If Rose de,sires to purchasc erisring capaciry
from the District's u/astewatcr treatment plant he shall notify tttc District of rhc amounr ofcapacity desired, and the ProPerV to bc servcd tllreby. Upon such noticc, thc Districr shalldetermine wbetber capaciry is availabll fol purchise, as providcd in pangraph 5. Ifcapacity is available, tbc Districtshall mak-e the requestcd capacity, or agy ar.ait-aUie portion
thereof. rvailable upon Rose's payment of a ho Rata Plant'Capacity Fec for cach EeR of
service desired- The appropriate Pro Rata Plaot Capacity Fec ai calcularcd pursuant to tbisAgreemcnt shall be paid to the District prior to the iarlier of: (l) alltdon of suchcapaciry to Rose, or (2) actual connection. The Pro Ra,.a Pla;rt Capa.ity Fec shalt cousistof.the surn of: A CoaungI-Elgnrent Surchargg as Cefincd in Para!rapt 1.,f.. betow, andcalculated Puisuant to Exhibit C, atrachcC hereto ;rnd incorporatcd h-erein by this reference;
plus an Adiu:tqd..P.lalt InveslmqqlFsgas delineC in Paragr-aph 3.B., bclo*. and catculatedpursuant to E:hibit D. atlached here:o and incorporated-hciein by this reierence, subjectto thc maximum Iimiu providcd in Paragrapb 3.C. below. F:hibiu C anC D conuin thelormulas for, and iilustrations of. tbe Common ElernentSurcharge and the Adjusted planr
Invg5lrnqnt Fee compu.tations. T}e parties shall urilize aod be blund by the formulas andcompuLation r,rethocs in Erhibrs C and D, at sucb time as final ccsr filures are available
for calculatioos
A Phase I gommon Eleme_ot Surchargel
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(1) AGGF has committcd to consruct.ar irs erpense phasc I of tbe
District's wastcwater keatment planL As part of such constructioo,
AGGP will coustruct and iostalicertaiq plint facilities wbich will beuscd in comruoo by rcsidenrs o( A"p.o Glea and otber Dlstrict
oJstomers outside..Aspeu Glen wbo utilizc plant capaciry in'pbase Iand also capaciry made available in subicquent'phaies o[ plant
constructioo. The plaot facilities wbich AGbp wil coostruci andwhich w:ll be uscd by orher propertics outsidc Aspea Glen are
referred tc herein as'Common Eiements.' AGGP shalibc entirled to
recoup from the other users of Lhcse Corrmcn Elemen6 eacb uscr'r
p_roportiooate share of the costs of the Common Elcmentr through rhe
Coustnrction and ReimburscmeDt Agrecmentbeweeq AGGP .nd the
District of cveo date herewirh. For cac'b EeR of capacity iu pbase I
of the wastewater Eeatmenr plant purchased by Rosi, Rose sball pay
.- to the Drstrict as a Pbase I Commou Elcment Surcharge bLs pro rau
share of the actual increnen',al Construction costs of iommon
Elemens benefitting propcrties outside Aspeo Gleu.
(2) 'The Pbase I Coumou Elerneut Surcharge shall bc bascd upon acnral
iocremeutal Coostructioo Costs iaorrred by AGGP il conslrucdoq of
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the Cocnmon Elemcott as ccrtificd by AGGP to the Distiict togetier
with supporting documentation including specifically but without
limitation construction contracts. change ordcrs, canceled checks. rnd
lien waivers As uscd in this Agreemen( thc term 'Construction
Costs'shall mcan actual 'hard costs' incur:ed for cngineering fees for
preparation of constructi& drawings aod bid dxuirenLs, ;d labor
and materials. buf shall not include "soft costs.' such rs pcrmitring or
legal fees. AGGP shall prwidc to Rose for review aud approval the
ccrification and all documentalron submincd to the District F-xhibit
D conuins, in addition to a formula and cornputation, r list o(
Comrnoo Elements currently aoticipated to bc coastr.rcted es part of
Phase I construction. SaiC Ust shall be the basis for the calculation of
tbe Phase I Cornmon Eler:reot Surcbarge. AGGP will excrcise good
faith effors to refine the treatn::en! process in order to reduce cosls
and reduce the coss of the facilities described io attachment D1.
Upon such refinemcnL and, upoo Ge preparatioo of ccnstructjoo
drawings, the parties sbail negotiatc in good faith any necess<1ry
reallocation or adjus'unent of the Phase I Cor,rrnoo Elenent Surcharge
and shali arnend this Agreernent as oecessary bascd thcrcon, ]n no
cvent shall the Districl cbarge nor shall AGGP recrup! Comrnon
Element Surchargas, exclusive of interest iu axccss of thc toLal amouut
detcmined due bascd on thc actrral Consb-ucriou Costs certified by
AGGP :o the District. The Comrnon Elcmeut Surcharge shall accrue
interest as provided iu Paragraph 3.8.(2) hereof.
Adju$cd Plant Investment Fca An Adjusted Plant Iovestrrcnt Fee shall be
cbarged to Rosc by the Disu'ict for eacb EQR of capacity purcbased by Rce
iu Pbasc I or any subseguent plaot expausion in wbich Rose is oot e
Participating Party, as de5ned herein- Tbe Adjusted Plant luvestment Fee js
i;rtended to compensate AGCP (or any other Par.:cipating Party) for thc
actual constnrctioo cost of faci]itix attributable solely to Phasc i (or any sucb'
subsequent plant expansion). The Adjusted PIant Investment Fce shall be
bascd upoo t-he total Construction Corq less any Constn:ction Costs
attributed to Commoo Elements dMded by the number of EQR for srch
Phase. This base amount shall bc adjusted by the prernium referenced iu
Paragrapb 3,B.(1), and ioterest referenced in Paragraph 3.8.(2). Acn'ral costs
incuned iu constnrction of Phase I (or any subsequeut plant erpansion) shall
be certif;ed by AGGP (or all Participatiog Parties) to the Disrict together
urith s:pporring documcutation inciuding specifically but without limiution
constnrctioo contracts. change orders. canccled checks, aod lien waivers-
AGGP (or all Pardcipating Partics) shall providc to Roc for revicw rnd
approral the certification and all documeotation submittcd to thc District-
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. fu part of the AdjustedPlant Inva5gnsgj Fee, Rose shiffiy r premium equat to twcnty
perccnr, (20%) o[ the Adjusted pianr Investneot Fte as iniriellycalculated bascd on achral consuuctioo costs without thc addirion oiany interesL The premium shall uot accrue ioteresl
lntcrest. Rosc shall pay interest oo thc common Elemcnt Surchargc
r-nd the Adjusted Plant IavesErent Fce (oot iucluding the premium
thereon), from and aftcr thc date on *hiah tbe \yastc;eter ueatrnenrplant land, and all lines are convcyed by AGGP ro tbe District, et a
ra-te equal to the monrhly averagc prime Rate as established by cbascManhattan Bank, Ncw !s1!q NJw Yorh prorided, h@rener, that in noevent shall intcrest paid hereuodcr excrcd lz% per annum for auy
yea r.t
I ryE. Norwithstanding .-yit i,g
Plant lnvestment Fee and common Elemeat surcharge charged to Rose forthe purchase o[ any plant capacity in phase I shall;;4.;..; the folloving
amouD,Ls, as absolutc limils:
(l) for $c period cornmencing Jauuary r of the year.follcnv:ng the yearin which thc wastcwater treaEmcnt plan! Iind, and all lines are
conveyed by AGGP to the District, to aud includiog Dece,mber 3l of
the year 10 yean following such yean
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Adjusted Plaut Invesureut Fee: 54,500
Common Elemenr Surcbarge: .SI:SOO
e) Thereafter: I t' o no
Adjusted Plant Investment Fee: 55,625
Common Eiemeot Surcharge: St.g75
1-. Incre.ise-of seryer Blart,C-anaciry. Irrespcctive of *h.ilffi io'-r"r"r.aany existing cepacity from thc District'wasteuater treatneat pla!?, and inupeaivc ofwhcthcr-any unused capacity ramaiqs in the existing plaut, Rcc ena/or AGGp shall have
[.c rb-{ute-right at tTI tg19le{uesl an iocreaseid *."tcl*.arsr Eeauneo, pt"o,..p."in.X*llqiil;di.;;i#i3.Io:*rap"{r*ffi ;fif&:X'j*:"rurffi
Counly, or o'glcr
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fiuds it neccssary or to bavc &a DisEia's wastewatcr Eeatmentplant capacity incrcased, it(they) may demaod srch incrersc by tbe follorring proccdure:'
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A.@..TheP1rty.requestingexpansioo(thc.InitiatingParty') shall providc u,rittcn notice'Uy r.g;steriJ-Jr-..ruficd rnail. returnrcceipucquested. to the Dislrict and all eriiting and potential(as dererminedby the Disrrict but which shail incrude Rose ,nE no6i1 participaring partiesof is desire to have the wastewater Eeatmcnt plant..pi"in7 increaied-
Ncgotiation bv Participa-ting partis. withio 30 dayrs of tbc giving of n:chnotice, each party. rcceiving s,rch notice shall ad"isc thc In"itiatlng parry
whether it also desires an inireasc in plantcapaciry. u" p"rry reeeiving suchnoticc does not respond wrthin 30 dayq it strall i;c deemea to not desirc toparticipatc in thc increase in plant capaciry. Tbc Ioirjadog party shall thenestablish a cate, rin:e. and location foi a joiot...i,og, *ithin 60 days of thegiving of the notice ,o.l-h. Disricr p;widcd in paragilph 4.A., above, of ailp:r:i": providing an affirmarive response. Ar Lhis jJini nreering. rhe partiesshall deterrnine th: approximate increase in the pi.nl ..p"ciry required bycach party, and rhe total required increase in capaciry. nr such mecting, thepartics shall also dctermire the numbcr of EeRs io be allccared to eachparty from the increased plant capaciry, aod u\e parties shall authorize thep.repararioo, wjthin a reasonable'tirne, of a report ty he Disuict Engineer toshow the exact amount of t5e increase, the facilities to be consiructed as part
1f ltl erpansion, the cost and capaciry of uch faciliceg aud related manerrEach party requestjng capacity sirail rece;ve a copy oe ,1. engineering reportEngineering costs a.cru;ng to the Diskict io tlJiiepiration of such r.po*shall be paid by each party in the om! proponioo as tbe capaciry requesre'j'by each pary bear: to the rotar capacity reiucstea uy att parties
Financing C-omrniurenL The Disuict shall estabiisb a dare, time, and lxatioofor a. second joiot meeting 9f thc parties to be held witbin tbirrr (30) dap ofreceipt of rhe District Engineer's-reporl Ar zuch meeting, ttr. i.i., it^rtfinalize and approve the engineeriaj reporr, the exact totairequiied ioc:-casein capacity, the exact amount of capiciry, cxpresscc i" EeRs" to bc allocatcdto each- party, and the estinated .oit allo""bic to each partv, Each parry shallthcreaftcr have sixty (60).days to- prwidc to the Disiricf (a) the ne..*."yfinancing for thc coostruction, ya (U) sadsfactory ""ia"n.. of'such finaocing.All cost allaaions sbalt be reduced on a pro nta basis for any gnnt receivedfor coniur.rction or similar purposeq and ttre amouut of any g-r.n, shall notbe included in tbe calculation bf U. Adjustcd Plant Iuves6reur Fee. Eachparty making the fioancialconimitments s€t forth bereiu and participating in. constnictioo of a plaut cxpansioo shall be refcrred to herein ara particip"t-ing
Party- At such nreetilt, it. p.rti* shall discu.s aud agree oo whcther bond
or othar public dcbt 6ua-u9ing rnay be made available tb'rough the Districr forconstruction and, if nrch financing is or may be a,rar'labt.l tto parties may
1."* sucb agreemcnb with and th-rough tle pistrict rs may be appropriatcto obtain such financing.
B.
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D' Proiegt Control. Once each Participating Parcy bas ananged for financing,the District shall proceed to negotiaI ani .r..ut. iu contrecrs forconstruction of the increascd.plant capaci[. Except ar providcd in para6mph
4.1. hereof, tlrc District shali be rcttly responsibte for construction of rhc
expansion project, and the.otber P_articipating Parties shall coopcrate in tbe
construction Processt including revilw urd approval of all cbangt orders. AllParticipating Parties shall have the right to make inspectionsL ti,.y deemappropriate and to bave full access to thc District's books, recordq cont .cts,rnd other documeotatioo rclating to the upansicr project To facilitate
inspections, the District shall regularly apprisc the Particip'aring parties of the
status of rhe prcjecr
E. CosLs of Exeansion.
(l) The cosl o[ coqstruction oI any phase of pianr capacity expansion shnllbe allocated to and paid by eaih participating'par$ by dividing thetctal consr.n:ction costs of the phasc by ile olrueiof EeR crJated
in such phase aod muttiprlng thc rcsuri(cost per EeR of capaciry) bythe number of EQR reier-red to eacb pir.ticipatin8 p.r.y, E hib,i E',atiachec herero ard incorpcratec herein by riis r.f,r.n.i, contaiss au .
illustrative computation of the allocatioo of futurc plant expansion
Constnrction costs. The parties sball uu'lize aod be bound by the
formula for cooputatioo illustrated in Exhibit E, at such time as 6nal
Constructjon Costs figures are available for calculations. Thesc costs
shall bc detcrmined and-allocated by iusching the acual figures forelc! expansioo into the Formula and Compurition foiti," Allocarioo
of Futurc Scwcr Plant Expausiou. costs, described iu Exhibit E
(2 )
::."'. : ilf l $ i :r,il : :'"1i1 :.J :1Hl::: 1,.""'#;'i ;,:: T.,.jpar-tics other than 1GGP participating in such erpansion up to a roral
p-lant capaciry o[ 320,0c0 gpd 1i,o6e Eonl shati pay to th" Districtthat-propcrtion of tbc toral remaining pfasc t bommon Elemept
Surcharge due to AGGP es the "ap"Jiry of the nert crpansiou or
phase constructcd for 0rc benefit of sucb panies, opr.ss.d in EQR'q
bears to 128 EQR.
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For example, if ttc oext phase constructed were
356 EQR. aod AGGP participated in such phase to the axteot of lo0. ? EaT, &e parties othir tlau acGP partitiparbg ia the rxpansion
I . r-:9y]d_ ^PaI to the District a Common Elenent Slurcharge equal to*r- ?J,6142'd oi the tobl remainiog Pha-sc I Common Elemeni Surchargc
due to AGGP, and the District would reimbursc sush amount io
lGgI pursraut to the Constructiou and Reirrbursemeot AgrecmenlFach Participating PaO otler than AGGp sha[ pay ia pro iata share'of the total anounr due, as determined by riruitiptying tbe total
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amount due by a fraction having as is Dumerator thc anrount of
capacity each Participating Party has reserved end iu denominalor thc
amount of capaciry rescrvcd by all Participating Parties other than
AGGP, (For cxarnple, if Rosc was a Participatirlg Party to the cxtent
of 200 EQR in tle above example, it wouid pay 79 pcrcent (797o) of,
the toul amount due). Tlf intent of this provisiou is rhat AGGP
recouP all of iS Consur.rction CosE for Common ElemenS constnrcted
in Phar I by the tirne toral plant capaciry lr 1066 EQR (320,000 gpd).
F. Qommon Elernent Surcharses for Subseguent Pbeses. As part of any increasq
in thc capaciry of the District's wastewater treatmert ptaof ail Participating
Parties in such expansion, including Rose, are auticipateC to construct
Cornmon Elemc:rs which *,:ll be used by parties who do nor parlicipatc iu
such expansion, but who receive service from subscquenr phases. The
Pariicipating Par'.ies constructing Common Elements shall recoup from tle
District through Comrnon Element Surcharges the Construction Cosu o[ tbe
Common Eiemeos- Common Elcment Surcbarges shall bc charged by the
District to non-participating parties purchasiog capaciry in such phasc or
participating in the constnrction of subsequeot phases. The District shali
assess and ccllect zubsequenl Common Elemeut Surcb,arges in such a manner
that the Pantcipetiog Parries recoup all of tbeir coss in Common Elcrrcuts
ccnstructed in sucb phasc by the tirne plant capacity bcginning with that pha-
reaches 1056 EQR (320,0@ gpd). Thc subscqueut cornmon Elerrcat
Surcharges sball be calculated in & manBer sirnilaito that desczibcd for tie
Phasc I Cornrnon Element Surcbarge and Exhibit D, shall bcar interest, and
shall be bascd ou actual Construction Costs as certified to the District
logether with srpporting documcotation. Jo the extcnt Rmc is oot I
Participatiog Party in a subscquent phasc, Rosc shall pay a Commou Elcmcnt
Surcharge for each EQR of capacity it purchascs fron that subscquentphasa
AJl subsequent Corrrnon Element Surcharges shall also be charged on a per-
EQR basis, and shall be paid by the District to the Participating Parties oa
a pro rata basis at thc time plant c:paciry'iu the applicable subsequentphasc
is purchased from the Districr
G. DiTutc Resolution. Io the o/ent the partics rre unablc to agree upon any
maner described in Paragraphs 4A tbrougb F., each party shall sclect au
engineer to represent its interests. The sclccted eoginecrs shall then appoiot
+_ . ? ooc engiuecr, wbo shaU provide a determiuation upoo the matter in disputa
1 1 Io t\g eveot tbis process of serdement fails, the partics agrce to settle mcbn- dispute by arbiuatioo in accordaoce with the rules and rcgulations of the
American Arbination Associatioo. and thc detcrsrinatiou of thc arbitrator
sball be 6nal and cooclusive. After resolution by au engineer or arbitrator as
prwided in rbis paragraph, tbe parties shall proceed as prwided in this'
Agreement
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H.Reimbursement AtreemeJts. Any Participating Party shall bc entitlcd to
reimbursement through the District from other users of capacity or Comrnon
Elernens financed and constructed by the Participating Party oo terms no lcss
favorablc than thcsc of the Construction aod Reimburscment Agreement
between ACGP and the District of even date herewitl; providcd. hqvcver.
that nothing herein shall rcquire Jp3sdsipating P.rty to irvice pay any of is
shrre of the ccsts for any Common Elernens or capacity it creatcs
Reirnburscment shall be on tcnns no less favorablc than tbosc set forth in this
Agreement and said Construction and Rcirnbuncnent Atrccment and shall
include reimbursement for Cornmon Elernens through a Common Element
Surcharge, aclual capacity tltrough an Adjusted Plant Invesirnent Fee. a
premium. and intcresL Each Participating Party shall bc provided wich drafs
prior tc exccu(ion. and shall bave the right to refrcw for a reasonable time.
any rcimbursernen( user, or cooncctjon atreemcnts for such capaciry in ordcr
!o ensure that the agreement is consistent with other controlling documents
and that adequate pafnenis arc required. The, Disrict shall give careful
consideration to thc comments reccived on aay drafs and shall re.,ise drafs
as necessary to accommodate sucb commcnts. Such review by Participating
Parties and consideratioo by the Disrict shall not, Is'wevcr, limir the right of
the Palticipaling Pailes including Rose, to seek enforcemeot of the terms of
this Agreemc0t, to the extent any such reimburscment is inconsisteot
hcrewith, it bcing the inLent of the parties thatParticipating Partjcs be third
party beacficiaries of the reimburscuneut atreemeDts.
Required Participation. Rose shell be required to participatc in a Phase ot
plant erpansiou i[, at the time s:ch *pausion is requ&ted by any Pary.i
pursuaoi to Paragraph 4,A. above, Rme has thcu peuding rn rpplication for]
preliminary plau approral, for dcvelopmeut o[ &e Rosc Property, vhich
prwides for wastewater treatment scrvicr from the DistricL
Option to Unilalerally Expand Plant Capacity, In addition to their right to
requcst aa expansioo of the District's scwer plaot capaciry, as outlined above,
Rose and AGCP shall have thc unrlateral rigbt to increasc rlc plan t capacity
and obtain ,flastcwatcr trcatrncBt servicc witbout thc financial participation of
the District or aoy otber cntity. The District hereby cooveyq effective uPon
apprwal of thc Enal plat depictiog zuch eascrncot, to Rose and AGCP a non-
cxclusive eascmeot over, uDder, aud across all propcrty and easernents owrcd
by the District for the PurPosc of rcostnrcting zucb erpanded plant.capacity,
at Rosc's or AGCP's solc cosl Upoa coostrucrion, such expanded plant
capacity shall bc and bccome thc propcry of tbe District Thc District shall
not allow anothcr party to receive \vastewater treaEnent scrvice from any nrch
capacity constnrcied by Rosc or AGGP, exccpt Pur$aBt to appropriatc .
rcimbursemcut atreements rs described above.
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5' Deterlrination of AvailaLilis. upoa Rose's rcquest, the District shrlldetermine within *'iny 1io1 aiys oI *cuQu.ri*i.,t c-5 glpaeitics are evrirabre, hkinginto consideration the asrumptions contai"Jtr i;;;i;i'p'n r.d. iu*",liiiny subscqucnrincreasas plant capacicy. Dcie;'nninnrioq of prant *;;il shalt bc srrbject to the Iimiutionsof Paragraph 6, bclow.
I6' Rescryation of Plant caoacit"v. The Disrrict shall makc scrvice evailable toRosc from existing pt'nt-tp*ffion requesr pursuant to the terms of paragrapb 3;provided' howevqr' that t'he final-20'ocrcent-of .ny.xisring rotal plant capacity shall berescrved for the sole use of the Participatr.q.P;"yil:iT., bave financcd and consrructedsuch capacity' Provided AGCP .onrt^.u Ft.s.'i ani Jeai."rcs rhe same to the Disrrictit shall be dcemed the sole Participating Pary ir-iu... l. Nowirhstandirrg thc abwereservation' the Districl shal! rescrve tor soie ,.*i.. to thc parricipating parry(ies) only thcfinal ten Percent oo%) of a.ny cxisting total.piaot ."po.il once participaring parties in thenext phasc of plant erpansion ha'e iomrniited funds foi tire. e*p,ansioo ani ail necessaryappro,rals to commenc. ccristrlctioq have bcen out"ir.a. It eristing capaciry rvasconstnlcted by two or rnore Participating partieq ,f.,.y,f,rff share any final capaciry rescrvedfor rheir becefit in the ,rr. proponjoo-as the inirial.*p..if .tt;,;J;;:i.h p"ry bcarsto the tourt capaciry a,ocarci ro zucn p;r.,;;;;i;;;rta._
1. . Upon notice ro &c District andPaFnentofallapplicabi..i,.e$enqRosemayconnecttot!e
District's sewer systenr and Gsteu.aier teauncnt prant iu orier to ,""1;r. wasreqatertreatment services from rhe Disrict for the R; i6.ny.
A' Costs' Rose shall pay au infrastructure cosB for cooncction to the District,rsewcr s)Etem End wastewater trealooent plan! io.ruainlLuiiii ririr.d o r1re' costr of intcrnal collcction linesn. n.."t[.y- extcrual ii;nt tnrur inrerceptorlines' outfall lines' lift stations,.oir,.r .ffienant collcctiou facilitics, and hisown administrative costs' In the.u.ni R*. oversfzes *y rir.+ tift srationsor other facilities in connecting the Rose Property ro Distn'ct facilities, heshall be entided lo rcccup.ov.riizing costs from thosc owners and customenbenefitted by strcb ovesiiing. For ,hir;G*c. Rosc aod the Distria shallef,acutc an appropriatc reirnburseoent igr..r.ot consistcut with the termse n d prwisio ns of-previou s reim bu rr"r. rii igreim e o ts i, J
-,i L A g re ern e o r
B' Ptans rnd SPecifications- All scwcr lincs and faci]ities ou tbe Rose property3 shall bc coostructed and iustalled io;;il;cc wit} the Disuict,s r.rlcs acdJ- regulgtioas io .fociirom time ro tirne. Upoo complction of the finalc!- ;Jflffilffi;L,1:Tui!'il;l r"Xj:;t*ilffi#d?, xtr,5:thc plans Yi.6il -qrury (30)..days or t.".eip{'and wbosc approral.shal! oot beunrcasooabrywithberd. In thetvent rle Dlsuict Er;i;;I5;ppr** of srch' planl he shall by urrittcn notice ;R";;ecifically dcscribc thc reasons for
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his disapproval and, .the c-haltes nccessary to make thc pfins andspecifications acceprable to the dirri.t In the ;;;',h. Distri,ct Engineerand Rose are unabr:. to. r;;:h-iiro.n,.n, oo rhe requircd prans andspecifications, rhe parrics- hereby .gie1 to approach tle District Board of
i,'!i;lL:::'T"'o:fi ti:1,_#s";uH."Jtl'tiH.*tl#:;ispecifications to provide both partits ccrtain11,as ro the agreed upon plansand specifications.
ehange grdcrg. To faciritate compretion of the facilitics on the RosePropcrty in accordance wirh the rurei
"na ,ogrt.,io* or,l" DistricL Roseand his contracrors and:genLs may propose reasouabre change orders, andRosc shall provide trre Diitrict nou:ci .na . .opy oi,rr. samc. within three(3) days. or such tesser period.lT^y u.,.q"i'r'.i;;;.; *rc circurnsrances,of recciving norice and_a copy of the "hangJ;;j;;;;District must cithcrapprove th.e. change order.orproposc
"n ai't.rn^rir.,r[i.u will not result inunreasonable deray. If the Disirict faiis- to .ppr*" ih. "h"nge order orsuggest rn alternatjve will:io tbree (3) a"yq ht.. *ui pro".ed wirh thcchange- .Al.l lgnroved change orders, ir.r,ljirg ";y:;1"g. order deemedapprwed, shall be incorporited into aod b".oi-,. j""'lr thc agreed upooplans and specificaU'ons,
Insoections' The District shall bave, thc rigbt to inspcct all fao1itia: and work
:o tI: Rose Property prior !o dedicatioq to cDsurc compriance with thcrgreed-upon plans and ipecificarionr Bosc rh"li;;;;rse tle District for -the reasonable actual ccS of nrch inspectious.
wrrq-q. Rosc shall warrant ru facirities conveyed to the District for rperiod of one (r) vear from the date that *g:.{ *;i..i ""rtines in u,ritingthar the facr'lities have been constructed and instait.?;;o.priancc witb theagrccd upon planr.
1nd- specifications,.and
"ny ar['lee'ea or approvcdchange orders, which datc shall also be klou,a ; ,i; certificarion datc.spccifically, Rosc shall warrant that auy and all faorties s611vcyed to theDistrict shall bc frce of auy defccts io nitcrials or workmaoship for ouc (1)year.
Dedisatiqg qf Eagirities: Lien .lvaivers. witbin tco (10) d"y. of thecertificatiou date' Ro." sbiiG.dffi to the Distrilt "iv racititics which beco.srtrJcts for connectios to tbe Diskict,r *"st",u"t.ril"*.n, qrtem andpl..il.inc-luding but oor limitcd to a[ ioint trouk-iio.., lift stadons. aodiudividual servicc lines" Thc Discict sb.alf acccp, *rt l.aication within thirty
Q9) g"vrltrercof, and titte ro auy aedicated e"if;;Jd ;;;il'b'i:DistricL Rose sha[ also er:olc! +it-rtai, a";d ; Ll oiro;"t convcyingrny interests hc has in such facilitieq ana a bill of sale conveying to the
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District such faciiiries, free and crear..of ail ricns and encumbrances. Roscshall prwide the District *i,r,
" ti.n *;;;;;-1;"- art contractors,subcontractors. and ma.terial trptii"o ro, *ori'lni'il^,..i.t furnished inconnecrion with the facilitjes .oiJ.y.a.
@enrs.RoscGaIIbyspeciaIwarra0rydeedconveytotheu*rrct nonqcrusive easements neceisa.y r"i iir."t'""rcr to maiohin,operate, repair, and reprnce faciritres]*.t.'d ii',r.,."ni. property. free andctear of a, ricns. enormbrances, and.tr'tre il;;i"i *ura dcfeasc rheDistrict's tirle, and any titlc a.f..o *ii.f, *JJ.ff;,;: Disrrict,s abiliry touse eacrr r*o'.rnr..ro-r,10-]r]""oed p-rrrpose. Rosc shaa and hcreby does';':il"J,,I;1tf:,:,:'_: in com.mon *iir, tir. pl,"i,l.y'.asemenB ir convelr
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"no ,rridi^t.-'.iir'.asonabre efforts tominimize disturbance to the owner(s) aud user(s) tbereot. A[ easemcnBconveyed or esubrished pursuan, ,o'ir,i. p"rrgr.p,h ,l.ii u. aod hereby aresubjcct to thc obrigation or tr. oi]r., ,.o.-r.pair and rcvegetare disnrrbedareas to a coadirron and grade substaotiarry'ri".,n^r-,o',h., *hich enstedbefore the disrrrrbance.
Control of Faciliries- Cncc conveved to the Disrict, and srbject to thc'*,aranry prorisions ."l.t.flpl f.a, above, tl. pi-ri.t shall be rclelyresponsiblc for ooeratioo, oraint.nA,ce, repair, and repraccment of arlfaciliries aod eas-ioenrs on the Rosc propcrty.which rie dediqted to thcDistr'ct Thc Dtstri"t slan;;.iiG* openrc the Drstrict faciritics, thewasteuatcr treatmcnt q/stcmt aud the scorei prant in.n tnomicar manne,,il.1*l':il^lr"Ht" iria *pir*",lro to r.*,0.oo,in,ou. operation. The
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E' sewer service cbarte{' owncns or sustom:r: on rlc Rosc propcrty shallupon plrvsiqrl co'oecu"o "t.uil'diliar"r"p'il il.'oi.oi"il;ffiilpay to rle Disuict. sewer scrice charges for sucb tap fo1"p;;i;;d uajntenaocc. tbe out-of-Districtservicc 'charge sha[ be tt t i,.iqr.l 6 iloP-ii."n, (1s0%) of ttre t]eo-eristing rarechargcd to in'District sewer *lior.ir. The Dis'tri"i', ,.*., ,ofu.. chargcs for scrvice to.':[.T,r"i'.ffi1r]qiiPl:,,;:!iY,,r *,,'*',::H;T;t#iltr$::;,Iij;.r.:;{ sc$6r and urastewaidr facilitieq aod admioirt .tion'.od billing of scwer aud rrrnstewatersctviccr AII chargeswithin t"birrri.t th"d. r;;areted betwien urarer servicc and scwerscrvice- Subiect io.thc ""t'or'iit"ict rete, *"i s"lae charges rithin and without theDisrrict shall'bc' ":1t*.. ;;"0;*ronti"i'."i" ri"ir.u" ,"t"t"i rcilii-o direcrry !o rhercual scrviccs rcndered tni ie.cir.a. out#b*;;;;'Jtlrgo. ,l,.tr rdjust
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automatically with ratcs in the Distric( and shall be based upon thc in-Dirtrict rates scrpursuant to the District's EeR scbedurc and rures rnd regurationl
Liabili(v for service cbaroes. Thc ou^rer of thc propcrty scrved and/or the
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phvsical connecri'on, of an-individuat up. i'r;;.;;" ;iJi",t,"r*er scrviccis providcd et the timc of connecrioo. srate;c"r, i";;;;-of-Districr charge:shall bc prepared and maircd in tbe same ma'ncr as rhose in-Districr
Cglu/Char8es as Lien- Until paid, all out-of-Districr charges shall consrirute
IrlT:-t_::_.tril,r, thc propcrty served, and such lieu may be foreclosed in
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the manner provided by-law.
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C' Ncither availability of scrvicc chargcs norstandby fees sha, bc charged within the Rosc properry.
D' other Fees' Users and customers within the Rosc property shall pay onlythosc fees..srrchargx, and chargcs .lpr"trty provided for in this Agreemen(unles said uscrs and custom.n ,gr.i ot-herwise.
9' . Rosc and ownersorcu5tomersontheRoseProperty..st,"ttpi,t,i.trulesr,nd
rcgulations as the same are in effect from time to ti-.- Exccpt for tbc qt-of-Districtscrvicc chrrges as establishcd undcr this Agreemcuq rh; R*" propcrty shall bc subjcct oulyto the same roles and regularions as in-_Dis-tria pril";-; and the District shall adrninisteris rules and regulationi vis'a'vis thc Rose P;"p.il;iJ. oon<iscrioinatory manner.
10- Paritv' The Dist:'ict sball Dot extend scrvice to or}er properties oursidc irsboundaries on terms more favorable than those set forth bereio, aqd jn the qvcnt of suchoccurrenc'i this Agreement shall be automatically *nr.oJ.a without funher aaion by eithcrParty to reflect the more favorablc terms. Neirber tbc Disricr nor AGcp shall eoter intoaDy a8,reemcot inconsistent vitb the trrms aod cosditious of tbis Agreemeur.
It' Transfer of-CaPagitiqVTap. If Rosc holds rcserved scwer plaot capacity byvirtueofitsstatus"."-P.@,rs,in"pr"o..'pansio&itshallboentitledto
transfcr srrch caoacity to third ianiei oq tcnns oi reimbursemeut no less hvorable thaothosc s& rorth ii oii A;;.;#';;; thc coosrructioo and Rcimburs€mcnr Agrccmeur
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to.honor a transfer until ootiftd in writing. - e't Hv vr's'er {'Etr
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Practice. and copics of such records shall bc provided to Rose and AGGp upon requeslEach prrty shall kccp full rnd accuratc records of all Construction Cosu and relatcd costlwhich shall bc made availabte uPon reguest The District shall have thc right to inspectfacilitics locatcd upon thc Rcse Propertyas provided in thc Disrict's rules rna r"gut.tions,and Rose shall. upon notice to the Disriicgrhave rhe rigbt to-insfect rrrc District.swasteweler treacmenl plan( sewer lines, li[t sta#ons, and otb-er.ppurtJn"nt facilities.
I3' Au-eriliqq. This Scrvice Agrecment shall in no maoner limit Rose'r righrto scek inclusion of thc Rosc Pro.pe-rty within the Districr purmant to C.R.S. S32-l-aot etseq'' As lhe same may be amended' In the event Rcse subrnr'ts a petitionlor. in.turion whichcomplie.s with. applicable statutes, the District shall grant such pcutioo and include the
ProPerties within the DistricL srlb1'ect to thc Disuict.riuexation poti.i., in effect from rimelo time' Rolt'.t riglI u,nder this.paragraph shall apFly to all or.oy po*ion of the RoseP'operty, both individually and coliecti"ely, a.nd to ,ny otber property Rose acquires whichis capeblc of being served with facilities of rhe Disrricr
I4' Termination, This Agreerncnt shall be in full force and effecr untilterminated by murual agreementby the parries hereto, or as prenrided by law. Furthermore,in the event the District does noi co*mence constructiou of pbase I of the wastewatertreatnent plrntbefore July 1, 1995, Rosc may, io bis sole discretion, unilaterally terrninatc
lllllq::m_ent or unilaterally procced rt any rime afterJuly l, rgis; construct phase Iwltn relmDursement on tcnns no Icss favorablc tlan thosc set forth io this Agrecmeut andthe Construction aod Reimbuncmcnt Agreement u.n*ecu AGGP and the District ThisAgreemen I shell also termiuate automrtliatty with respect to all o, .oy porti* .ti11; i;Property which is annexcd into thc District ai sucb timf as a court of cornpetentl"riJi.tioiissues rnd ordcr confirming such inctusion purnratr, to c.i.s. S3z-1401 g! sss. as thc samemay be amended-
15' No Affirmatte-Obliqatio!. E;<cept for bis obligation uoder paragraph 4.B.to respond to a noticc of plant expansioo, oo.hing ia this Agrecmenr is iltended or shallbc construed to require thit R.ose underrake any alffirmatire ictioo, assume any obligation,or otherwisc limit his righs unlcss and until R'o.. tn"o[es his rights hcreunder to obtainscwgT and wastewater treatmeot servicc. for all 9r aly portion of tie Rose propeny throughthc..purchasc of atisting ptant capacity or tt" nol,n.e and ccD,sgucdon of iniriat oradditional scwer planr capicity, in *tri.h casc the terms of this .l,gre.rn"ot shall controt.only to the cxtent and as to mch portion of the Rosc iroperty afritcd by such action.
,J- --I Eooa-fafh. Bccause of the nced for a regiooal craste$/arer reatmenr faciliry,
:1t*ry1i1^19':: togroceed in good hith vith tle implcmeolatioq of ttris Agreemenr fniPiTT rurther agree to negotiatc in good faith for-furure Eoancing aud lonstrucrion ofadditional Comrnon EIemenir, wastewater treatrneut plant capacity, aia "ry other facilities.
. 11' Service.Pl4g Integration. This Agreemcut e.od its Exbibits shall beincorporatcd in thc Distria's S.r"Lc fUo, as tborgi r.l for,h there vcrbatim.
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I 18. cqttft^t" -l!h st t . Tbis Agreemcnt shall not beconstrued to bc in violation with tht l.*s of-thiEffiitcs or the sratc of colorado, norin rny rnrnnerwhich rdversety affects or diminishos rhc ni.n.ing..pabilitics of rhe District-I t9.
cirhcr Jl;o, ,T,i;:.lJ:J.,:l,i.::'j.rl:ilt IIAgreemen! thc other parry shall havc
:Tt-'Js^l:.1:'ll lll ro iniorcc compriance r,"'.*iiT.-;ffi";.;:: ;tfi:'J';l:1":
1:.1:1, :l ili:, 1q'.. ",
en! th e n oo.u r.l. n i, ipirry rir' r..r'.ilffi iies available at lawor equity. including specific performanca
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20' Non-Merqg. Each Pary': obligations undcr this Agreement shall beessignable to any trantee' purchascr, transferec, 5r "*i!... of thc party.s inreresr, and sha!lsurvive any srch conveyance, purchase, rransfer, o, ,"iitir.nt-
2L' co'en.ar-rts.: Recqr-dl4t. The prwisious of this Agreement shall constin:tccovenantl runningurith thc lands affected.thereby,
"1a ulto execution this Agreementshallbc recorced in the recorcs of the Garfield c""iry ir"i-and Rccorder.
-?2' Attorr-evs'-Eees l*t parry shall bear its o(vo artoruep' [ees incurred in thcnegotiation. cxcsution. an^d implementation of t'fria egr..rneaL Howevcr, in the cventlirigatjon is necessary to eoforce the rig.hs of th:;;;;.i ,o ,r,i, Agreement, as betwecnthemsefues thc prevailing pany in such-litigatiou rriJiio .otit]ed tJreasonable airornq^,fces and csrs of suit acti;ny incuned.
- . ' z3'. This Agreement coonitutcs the cntireard-complcte agreen.nt uit*"enEpiniG,a .oyioaitication or amcndmenr hereroshall be cv:dcnCcd by a wririog signea'uy the'parties'/ --*r't-uuu er arlsn(
benefit of the parties" tu.it-t.i.., successors, granteesi and assigns. liotbing herein shallprevent Rcse from sclling his propcrty andthe benefits oi",lir Ail;;..t shal beappurtenaut to the propcrty cooveyed
u' Authqriry'
. Each Persou cxcorting thjs Agrcement represco6 and warrantsthat he has been dr'ly i-uth-on1od uy tr" partywhich hc purportr to represaut to q,.c.rte thisAgrecment, and has auoority to uini saio p"rty ;"'Ae lerms aud condirions of thisAgreemenLl
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I 76'- -qelEei!& b.*- Tbis Agraernent shall bc constn:ed under tbe laws of tbeftrc of Colorado.
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21' No weiv,eg- IIo p-rovisioo of this Agreemeur rnay be waived cxcept by auagreemcnt in wrililg signed by ihe *Yns party. f *.J"r of any tcrrl or prwision shallnot be coostrued as1 iaiver of any ottrir-ti#i, piJrior.
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28, Headilrss- Thc paragrap-h hcadicgs in this Agreemcntsbatt notbc uscd iu thc
::i:.,^1,.]i1i _of, inr.rpretatiou hcreof. as tlef bave oo *b;;ri;;-;fi"a nrrd rre forconvent€nct onty.
. . -29' Scver-abilitx. If any Part or scctioqof this Agrcemcnt shall bc found ,roid orinvalid by a coun of eompetent jurisdiction,.suchtrlgine rn-.n noiin .i.ri-r.r*ining partor section. rnd seid remaiuing parts or scctions shall co-ntinue in full fo;;inA effect TUeparties shell rencgotiatc in good faith any metter addresscd by ; p;rt ;, Ltion thar isiound void or invalid.
- -- . 30' H--fl] "-.-t"T required uoder this-A.greemcntsball bc in writing andshall bc hand deliv:l.d lt sent by -registcred or ccrtifiei rrail, t.or.-r*oipt requested,
Postege prepaid, to the addresscs of the parties hcrcin sct fortb. AU noticcs so given shallbe considercd effectivc scvcnry-t*o (Zi lou.l aner aeposit p"st"!. p.ia i" the Unitedstates Mail with the proper adiress .i *t forth bclow. ii l., party by noricc rc given rnaychange the address to wbich furure notices shal be r.ot -- Y s' "vl'w
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Notice to:
Noticc to:
With copy ro:
Lc\Astthl^FwrrJf
trnq !A lttt
Noticc to:
.itr,
'r- wirh copy to:
Jamcs L Rose
P.O. Box 1240
Glecwood Springs, CO 81601
with copy to:
C'harles S toddard, Esq.
P.O. Box 697
Glcnwood Springr CO 81602
Aspen Glen Water aod Sasitatiou District
Aspen Gleu.Golf parmcn
. 555 East Duraut, Suitc 4A
Aspeu,'CO E1611
l.awreoci R. Grcen, Esq.
Delauey & Baliomb. P.C.
P. O. Drawer 790
Glcnwood Springs, CO SlWz
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ASPEN GLEN GOI.F PARTNERS, LTD.
THE ASPEN GLEN @MPANY. Gcueral Parrner
IN WITNESS WHEREOF, the parties hilvc ereeutcd this Agreeurent in multiplc
originals on thc day rnd ycar fint urrinio above.
ASPEN GLEN
DISTRICT
WATER AND SANTTATION
By
By
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STATE OF COLORADO
COUNTY OF GARFIELD
LIie.,!?EX\AFcr*tf
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slyornlo bcforc mc this. Acknowledged, nrbrribe4 and
1994. by.JAMES L ROSE
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Wf{-NESS my band and official scal.
My Commission erpirc:
STATE OF COLORADO )
COTINTY OF
)ss
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l.?gl"rg=t subscribed, ::d i:Ttoreforc mc rhise!*y of 7ha.z,t ..,'rssl'denc , gtrd Joq grosa*t.n&@a6uweffi
WTINESS rry baud and official scal.
My Coomissiou cxpires:
Slt Cc,qn6Af,rr€lffitfrfi$, CO aoot
fty Cqtu*r rdri Uq I reeo
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STATE OF COLORADO )
couNTy oF .ATFTELD I
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tgga AcLnorvledged, nrbscribcd, and srorn'lo ,.ror. mc this 20cir 6", o5:l!t,by Joho R. Elkins rs cEo rrdx-f,t- on behalf of Tbc Aspca Glen Company. as General Partncr
of Aqpcn Glcn GoU Parcrcrs, Ltd-
WITNESS my haud rnd ofEcial scal
My Commission cxpircs:
tlC CdatfrAurartGrru Strt* CO fiSt
ffy Ccrria iqrrr tfry Sr tge€
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Noary Public
E)GTIBTT A
DISTRICT MAP
Bose :iopennr uecAt oescRrrrox
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lluu+z-sl TIJE to:4s HEGCENEIEJ( AJ{D STONE PC ijA.r nu. lu:o4 i uc r r
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Given: The Common Elemcnt Surchargl {CES) is a pcr-EeR charge intended to
reimburse AGGP end any othcr Participatini farty for tbJ Consrrucrion
Coss o[ Comnon Elcments which'will Ul uscd it ctnmon by residens of
Aspeo Glen and other Disirict orstomers outridc Aspen GIen .r,ho utilizeplant caPacity in Phasc I and also capacity rnade r-*il.bl" in subsequent
phases of plant constructjon. The Cornrnon Elcmens for pbesc I insofir esthe Rose p.roPerty is conccned consist of ccrtrin plant facilitie.r AttachmentD'1, attacheC heretc and incorporared berein by tbis reference, lisu the
Common Elernens which shall bc included iq this iltustrative Pbasc I CEScomputation. AGGP will exercisc good (aith cffort to refine the trearmcnt
Praccss and reCuce tie costs of thc facilitics descnlad in Attacttment D-1.Upon such rcfinement, and upon the prepararjon of construction dra*ings,the PArties 1b1ll negoti-ate in good
-Faiih
any nccessary reailocarion or
adjustmcnt o[ the Phase I CES and sbaU amcnd this Agreelenr as neccssary
bascd thercon.
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f lEure:
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Pursrant to its Out-of-District scwer servicc Agreemeug Rosc proridcsnotie of is inteut to purchase 25 EeR of phasc lLpacity for scrviie to the
Rose Property.
Tbc Phasc I CES shall be
calculetcd based oo the ccrtified and apprwca rdral Constnrction Cosu ofthe Comrnon Elcrnentr. The cosB of'ptaut C.ommon Elernents shall.be
sprcad crver 428 EQL Based upon orrr.nt cstimat6 shovn on AtrachrnentDl, the total of the Pbase I CES rclative to rbe Rose propery would be as
follows:
l. Flant $262,606 + 4ZE EeR = t614 per EeR
Total 5611 pcr EQR= Pbase I CESr'.
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Given:
Assume:
Assess: -
Figure:
Step
One:
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EKHIBIT D
FORMUI/. FOR AND ILLUSTRATION OF PHASE I
PRO RATA pr.ANT CAPACITY FEE COMPUTATION
.t
Pbasc I of thc District scwer plant is completcd in 1994. Tbe costs of Phase
I are advaoced by AGGP, Upon rcquest from Rosc, rhe District is required
to purchase capacity flom AGGP, if available under the tcrms of this
Agreernenq for scrvicc to propertics outside the Disrict boundarics. Phasc
I has a design capacity of approxirnately 106,800 g.p.d., or 356 EQR (106,800+ 300), The total assumed Constructiou cost of Phase I rs shown on
Attacbment D-l is 31,288,966, of which 5262,606 is annbutable to
Coostruction Costs for Common Elemeots- (Sce. Exhbit D). Thcreforc,
51.m6.360 is atuibutable solely to Pbasc I for rhe purposc of calculating the
Adjurtcd Plant Investment Fce.
In January 2000, Rose, pursuant to his Out of Dis,.rict Scrrcr Scrvicc
Agrecmcat with thc Districl prwides notice to the District of his intent to
purchase X EQR of the Phase, I sewer plant capaciry for use on the Rosc
Property, Aspen Glen has built out al 32 uuitr pcr ycar. Thcrefore, the
remaining capacity of Pbase I iu Ianuary 2000 is 196 EeR
Av+ilabili.ry of C-apaciw. Thc tioal 20 percert of tbe Pbase I plant capacity
- 1l EQR - is rescrved for the solc usc of Aspeo Glen. rubject to
reduction to l0 pcrcent if funds are commiced and ap/roal obhincd for tbe
oe,1 p!"T of crpansiou of plaat capacity. Ttereiorg plaot capacity b
ararlable for purchrsc by Rcc.
Divide thc toul Coostnrctioo Cosg atuibuuble rclely to Phasc I by tbc
numbcr of EQR iu nrch Phasc- Thus
S1,026,360 + 356 EQR = t?.883 pcr EQR
Multip.ly thc ranrlt by tbe premium of 20 percent Thus:
SAE83 x .20 = $577 pcr EQR prcmium
No iotercst accrues ou the premium.
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Thrcc:
Step
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Step
Four:
Increasc thc rcsult from Stcp I by thc aycrate rnnual interest at thc primc
rate, Ar established by Chasc Manhrttan Bank, Nclr Yorh New york. Lascd
IPon thc moothly avereges thercof. Thur if the average annual primc nte
from Jauuary lr 1995 to January 2000 is 6 percen! thc Adjuited ptanr
Invcstmcnt Fee is as folloua: t
t2,E83 @ 6% intcrest lor five ycars = 33,858.0E per EeR.
Calculate thc Adjustcd Plant lnvestment Fec, by adding the base fcc plus
interest thcreon, plus thc premium (from Step Two). Thus:
t577 (frorn Stcp 2) + t3,858.08 (frorn Step 3) = 34,435.08 per EeR
Calcu late interest on the Common a,.r.n, Surcharge of 3613 per EeR (Se-e
Exhibit C). Tbus
5614 @ 67o interest for fivc ycars = 5821.66
Calculate the Pro Rata Plant Capacity Fec by addiog the Adjusted plaut' Investment Fec from Step Four, pius th. Conrnoa Ele-rnent Surchargc from
Stcp Fwe.Tlus:
.
34,435.08 + SE2t.66 : 35156-74
The Pro Rata Plaut capacity Fcc, shall aot cxcecd 56,m0 in yean I throqh
10 and shall oot excccd 37,500 iu years 11 end bcyond- Tbe calculated Pro
Rata Plant Capacity Fee does oot excccd the limil
Thc Pro Rrte Plant Capacity Fce for oue EQR h t5356.?4 end rlre tonl cost
for a purchasc of 25 EQR of rhe Phesc I capacity is t131,{lEJ0.
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Step
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EXHIBIT E
Given:
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ln August of 2001, Ro-sc the District, ard _AGGP agrcc to expand the
;l*:fr;:J:._?:Eict.s sewase Eeatrnenr pranr 91, .".1sr*crins i,hasc rr.
e r a ro ia r cos t o f d;j,il!:li'.'*r"lr?'ffi,o"s,1:!, lff ,
r,fl * :i: :i fi*are the ones dcrermilgd by Rose and eGGp to-il]i. ,"r, economicar. Theactuel size and cost of Phasc II will be dcterni"Juiiu.iarticipating partiesunder the terms of this AgrcernenL
No party othcr than AGGp has participated in or purchascd capacity from
il,;;,',,l;.*'.i"*^,'"*,i:lf :::.,ull*.*Llt-fi T::.i"7planncd develoomegl for Aspcn Grcn, AGGPET;;'; rescrvation of 96EQR Gz%) of'tle prrasi irir.i, *p^.i,y. Bas.d'o-n diveropment prans forthe Rose Property, Rose rcquests_r rescrvation of 200 EeR (56%) of thc
llfi :lilfff u:i.
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fru_ :,[! ;
ii.1T :.*h*rxffi [t(356 - 296) (17%) arc irailabre ou a first-com., irJ-r.rr. basis to any partywithin or withoui *. ?yri.$ providcd p.p.i i.irnurrscment is madc.roRoe aqd AGGP for thcir."rs io *.r'of*i,y.-i6cp and Rec shall
lifilufl1t?:L'1*i'Er&TuliH,ft,igJ:f'H;ii;ireduction to l0 pcrccnL Actuar constnrctioo cosB are ig02J63.
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Rosc has reserved fOO of 296, or 67._6 perccn! of tbe EeRs rescrved frosrPhasc II. C2m +216.= 67.1%), AoGii{igr;;ei, or 32.4 pcrcen( ofthc EQRs reserved Ir:T pl.T Ir. (e6 + 296 - ii;%; percenmges ererounded to the ncarest teoth of . point
I
construction costs are rllocatcd bascd on thc proportion of total EeRrcscrvcd by each party. Thcrefore:
a- Rose sharc is 6?.6% of 5g02,363 or S542j97.b. AGGp,s sbare is !L4% ot tboart * ilg,;6c.
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Step
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In addition to thc costs allocatcd io Stcp Two. Rcc payr to the Distria e
Common Elcmcnt Surcharge for Common Elemcots in Phase I of S122"637
[(200 EQR .f 428 8QRX3262,606)], plus interest rs sct forth in the
AgrecmcnL
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If the Participating Parties in Phasc II cottstruct Cornmon Elcments. they shall
be cntitled to rcimbursement from the urcrs beacfittcd by such Cornmon
Elcmcus tbrough a Phasc II Common Element Surcharge, calculrtcd
pursuant to the formula in Exhibit C. 'Tlre Pht:c II CES shall be rcimbursed
to the Participrting Partics brscd oo each party't proportionatc sharc o[ the
total amount of'capacity rescwed. (ln tbis eramplc, Roc 67.6 percent
AGGP 32.4 percent)
Thc Participating Partics shall erecutc reimburscfient rgrcemenLs with thc
Disrict which shall require the District to rec@er aud reimburse to thc
Panicipating Partics on a pro rau basis a Pro Rru Plant Capacity Fee from
any other non-participating entities which purchase capacity from the phase
of expansioo. Thesc agrcements are srbject to raview by all partic.ipating
parties.
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i ROARING FORK WATER & SANTTATION DISTRICT
I RULES AND REGT]IATTONS
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@retrut LE D
EXTIIBIT B
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APRIL, 1997
Prepored by:
Sctmueser Crordon Meyer, Inc.tlt West 6th Strecr, ftitc 2(n
Glenwood Sfings CO E1601
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SUBMITTAL INFORMATION
1.OO GENERAL
1 .O 1 Scooe. This section shall cover the required submittal material necessary f or the Aspen
Glen Water & Sanitation District to review a water or sewer project to ensure that it confirms
to these regulations. lncluded in this section are the requirements on preliminary, final and
as-built drawings, specifications, soils reports, and other supporting documents. Finally, this
section will cover the submission and review procedures to be followed for the AGWSD.
2.OO PRELIMINARY DRAWING REOUIREMENT
2.O1 General. This section shall include the requirements necessary f or preliminary drawing
submittal, specifications, calculations and soils reports.
2.O2 Title Sheet. The f irst sheet of the drawings shall be the title sheet and shall have the
following shown thereon.
A. Location map, North arrow, numerical and graphical scale.
B. lndex to sheet of the dr.awings.
C. General notes.
D. Title block. The title block should not include the words "Title Sheet", but
should contain the project name and a description of the information shown
thereon.
2.O3 Plan. The following items shall be included on all plan drawings.
A. Scale: One inch = 50 feet. Show scale numerically and graphically.
B. North arrow.
C. Show outline of water main and service lines. Show centerline of water line
with appropriate ties to centerline of street or survey control lines, curbs,
property lines or right-of-way lines.
Show right-of-way or easement lines, street centerline and name, property
lines, curbs, gutters, cross gutters, sidewalks, driveways, paving and other
improvements, existing and proposed.
On each sheet of the plan, show a sufficient number of typical sections to give
the relative location of surface and underground improvements with respect to
proposed water main. lndicate size, type and other appurtenant data for all
improvenrents. lf a transmission line is being proposed, then both a pran and
profile view shall be provided.
Drawings shall be on standard 24" x 36" sheets.
Utilities, sewers and storm drains.
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lndicate the type, size and ownership of all existing utilities in streets or
rights-of -way or rights-of -way in which the water line is to be
connected. Tie utilities, sewers, house connections and storm drains to
streets rights-of-way centerline or to street property line.
lndicate portions of existing utilities that are to be abandoned because
of water construction.
Show all shallow utilities.
H. Details. At intersections where tees, crosses, valves and concrete reaction
blocks are to be provided, or at any other sections of the lines where a large
number of f ittings will be involved, show a iarge scale view of the
appurtenances with dimensions to ear)h separate fitting.
2.O4 Calculations. Two sets of calculations supporting the design criteria used shall be
furnished with the preliminary drawings. Each sheet of calculations shall be dated and have
the name or initials of individual making the calculations. All calculations shall be by a
professional engineer registered in the State of Colorado.
2.O5 Soils Reoort. A soils investigation report shall be provided with the preliminary
drawings only upon special request by the Aspen Glen Water & Sanitation District. lf such
a report is requested, sufficient subsurface exploration borings and analyses shall be made to
permit the AGWSD to make an adequate assessment of any soil problems which may be
encountered. The soil investigation report shall contain the findings and supporting data for
the following:
A. The relative density type and extent of material to be encountered.
B. Excavation problems.
C. Location and extent of excavation.
D. The suitability of excavated materials for use as backfill or bedding.
E. The compaction characteristics of the soils.
F. The groundwater level and conditions.
G. The earth resistivity, moisture content, pH, degree of variation, presence of
sulfates, and the likelihood of stray, direct currents.
H. Test Holes. The depth of test holes shall be at least two feet below the
proposed pipeline elevation. The spacing of test lroles shall be a minimum of
6OO feet or where unusual conditions exist. The spacing shall be srrch to
adequately define soil.
2.06 Survevs. Allthe existing conditions, including rights-of-way easements and horizontal
and vertical control information, shall be prepared by a registered land surveyor in the State
of Colorado.
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3.OO SUBMISSION AND REVIEW PROCEDURE
3.O1 Procedures. This section shall cover the procedures and time frame necessary to
submit water or sewer drawings to the AGWSD.
3.02 Preliminarv Drawinq Review.
Four sets of blueprints and specifications of the proposed water system
accompanied by two sets of supporting data shall be submitted to the Districtat least 45 days prior to a regular meeting of the District Board. The
preliminary drawings and specifications of the proposed water system shall be
reviewed in general and, if in acceptable form for processing, shall be referred
by the water system supervisor to the following offices and interested persons
for study and recommendation at least 30 days prior to a regular Board
meeting.
1l The District Engineer
2l Garfield County
3] AGWSD
When transmitting the preliminary drawings and specifications for review, the
District shall indicate to the reviewing agency the date and time of the District
meeting at which the proposed water system will be discussed and formal
action taken by the Board.
At the regular meeting of the Aspen Glen Water & Sanitation District Board at
which the proposed water system is to be considered, the Board shall review
all written and oral recommendations presented and shall, upon diligent
evaluation of the facts, approve or disapprove the preliminary plans for the
proposed water and sewer system.
Should the Board approve the preliminary plans, written notice of said approval
shall be transmitted to the Applicant along with any modifications required by
the District. Such approval of preliminary plans shall permit the Applicant to
prepare f inal construction drawings in accordance with the standards
established by the Board and incorporate any modifications required by the
District.
3,O3 Final Drawinq Review.
A. Final drawings and specifications shall be prepared in the form prescribed for
preliminary drawing requirements. ln addition, the title sheet shall provide a
space for certification of approval by the Board of the AGWSD.
B. Final drawings consisting of two sets of blueline prints and two sets of sepia
transparencies of original tracings from which clear. legiblr; prints can be
obtained shall be submitted to the Board for final review at least 10 days prior
to a regular meeting of the Board.
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C. lf the final drawings are found to be in compliance with the District's standards
and these regulations and any modifications requested by the Board, the
District shall recommend approval of the plans at the next regular Board
meeting.
D. lf the flnal drawings and specifications are found not be to be in compliance
with the District standards and any modifications requested by the Board, the
District Engineer shall recommend disapproval of the plans and submit a written
itemization of the deficiencies at the next regular meeting of the Board. Non-
conformity of the final plans with the District's standards ad requirements of
the Board may result in disapproval of tl're project by the District.
E. The Applicant is strongly advised against receiving construction bids or
beginning construction until certification of approval of final plans and
specifications has been received from the District.
3.O4 As-Built Drawinos. Two sets of as-built drawings consisting of sepia or mylar
transparencies of the original dra',vings from which clear, legible prints can be obtained, shall
be submitted to the District within 30 days of completion of construction. Said drawings shall
be prepared according to the following general requirements:
A certified survey shall be provided to the District which shall show the location
of the water and sewer line to permanent physical objects located in the field.
All valves, tees, curb boxes, hydrants, storage tanks and pump stations and
other major appurtenances shall be given two swing ties to a physical
permanent object in the field. ln all cases. the distance from water line and
appurtenance items shall be dimensioned to rights-of-way easements and
property lines.
All benchmarks used on the project to determine water line depth shall be
shown on the drawings and shall be based up U.S.G.S datum.
All sewer lines shall have MH rim and invert elevations, percent slope and
horizontal distance of each line between MH's shown. Sewer service lines
stubbed to property lines shall have to swing ties provided to permanent
objects and shall be marked with fence posts.
D. Manufacturer's literature and product data, including catalog sheets and
descriptive literature for all materials and equipment used, shall be proviCed
with as-built drawings,
End of Section I
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II. WATER TRANSMISSION AND DISTRIBUTION LINES
1.OO GENERAL
1.01 Scope. This section shall include all materials, labor, equipment and miscellaneous
items necessary to install all raw water, potable water transmission and distribution pipelines
and appurtenances as specified herein for the AGWSD.
1 .O2 Protection of Work. All pipe, fittings, valves and equipment shall be carefully handled,
stored and protected to prevent damage to materials, protective coatings and linings. At no
time shall such materials be dropped or dumped into the trench.
Precautions shall be taken to prevent foreign matter from entering the pipe, fittings and valves
priorto and during installation. No debris, tools, clothing or any other material shall be placed
in the pipe during installation. Whenever pipe installation is suspended, either temporarily or
overnight, the open end of the pipe shall be sealed with a water-tight plug to prevent the
entrance of trench water, debris or foreign matter into the pipeline system.
Under no circumstances shall trench water be allowed to enter the pipeline. When water is
present in the trench, the plug shall remain in place until the trench is pumped dry. Whenever
trench water becomes evident, measures shall be taken to prevent pipe flotation.
lf, in the opinion of the Engineer, the Contractor is incapable of keeping the pipe free of
foreign matter during installation. the Engineer shall require the Contractor to cover the pipe
ends with close woven bags until the start of the joining operation.
2.OO MATERIALS
2.O1 General. This item covers the types of materials that will be required for the
construction and installation of water lines. All materials used shall be new, of the best
qualitv available, and conform with applicable standards as indicated herein.
2.02 Ductile lron Pipe and Fittinqs.
Ductile lron Pipe.
1 . Reference Standard - ANSI, 21 .51/AWWA C'151
2. Thickness Class - Minimum Class 52 unless design conditions warrant
higher class pipe.
3, Pipe joints shall be push-on.loints except where specifically shown or
detailed otherwise.
B. Fittings.
1 . Type - All fittings shall be mechanical joint except where specifically
shown or detailed otherwise.
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2. Reference Standard - ANSI/AWWA C153 for flanged mechanical joint
and push-on joints (3" - 12").
3. Material - Ductile iron.
4, Pressure Rating - 250 psi.
C. Joints.
1. Mechanical, Reference Standard - ANSI A 21.1 1/AWWA C111-72.
2. Push-on, Ref erence Standard - ANSI A 21 .1 1 /AWWA C1 11-7 2.
3. Flanged, Reference Standard - ANSI B 16.1, Class 125
4. Where required restrained joints shall be "MEGA-LUGS".
D. Gaskets.
1 . Type - Rubber ring gaskets shall be suitable for the specified pipe sizes
and pressure.
2. Reference Standard - AWWA C1 'l 1.
3. Lubricant - A non-toxic vegetable soap lubricant shall be supplied with
the pipe.
E. Protective Lining.
1 . Type - Cement mortar.
2. Reference Standard -ANSI A 21.4lAWWA C104-64.
3. Thickness - Standard.
F. Couplings.
1 . Style - Mechanical compression sleeve or solid sleeve is acceptable.l'
r 3.OO INSTALLATIONt3.01 General. All transmission and distribution lines to be dedicated to the AGWSD, shall
f be located a minimum of ten feet inside a public easement. The location of water lines within
f side lot line easements or rear lot easements is discouraged,
r When site conditions allow, the water line should be located outside paved areas. At all
I times, water lines shall be located so that District maintenance personnel can easily maintain
and operate those lines.
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Easements or rights-of-way used during installation of water mains shall be a minimum width
of 25 feet, 12% Ieet on either side of centerline. ln dredge areas and other special
conditions, a wider easement may be required.
3.O2 Pioeline Depth. The minimum depth of bury of water mains shall be as f ollows: (Depth
of bury equals depth to top of pipe).
A. Mains shall be buried a minimum dept of 5% teet (below existing or proposed
grade) in all locations.
B. When water mains are to be located underneath storm drains, culverts or any
other submerged air space, the required depth of bury shall be greater than 10
feet. This is necessary to ensure that the water line is beyond the frost depth
associated with the storm drain culvert, etc. ln some cases, the District water
system supervisor may allow insulation in place of increased depth where water
lines cross under one of the above.
3.03 Cleaninq and lnsoection. Clean all pipe, fittings, valves and related materials
thoroughly of all foreign material; inspect for cracks, flaws, or other defects prior to
installation. Mark all defective, damaged or unsound materials with bright marking crayons
or paint and remove from job site. Of particular concern should be the gasket groove in the
pipe bell. All spurs, excess paint, and any other defects within the gasket groove shall be
either removed or repaired, or the pipe shall be deemed unacceptable.
The Contractor shall take all necessary precautions to prevent any construction debris from
entering the water lines during construction of water lines and appurtenances. lf debris shall
enterthe distribution system, the Contractor shall furnish all labor and materials necessary to
clean the system. Under no circumstances will the Contractor flush the debris into an existing
distribution system.
3.04 lnstallation. Pipe shall be laid in straight sections with bell ends facing the direction
of laying unless otherwise directed by the District. Where pipe is laid on grade o'f 1o/o or
greater, the installation shall proceed uphill with the bell ends facing upgrade. The pipeline
shall be installed so that a continuous positive or negative grade is maintained between high
and low points to avoid air pockets. At no time will a high point in the line be acceptable
unless an air and vacuum valve is installed to relieve air pockets. Jointing of the pipe shall
be made in accordance with the directions of the manufacturer of the pipe and the manu-
facturer of the couplings. The allowable pipe deflection per joint shall not exceed the
maximum deflection tolerances specified by the manufacturer.
Pipe shall be lowered into the trench with ropes, slings or machinery. Under no circumstances
should the pipe be pushed off the bank and allowed to fall into the trench.
ln joining the pipe, the exterior four inches of the pipe end (at the spigot), and the inside of
the adjoining bell shall be thoroughly cleaned to remove oil, grit, tar and other f oreign material.
The gasket shall be placed in the bell with the large round side of the gasket pointing inside
the pipe so it will spring into its proper position inside the pipe bell. A thick film of the non-
toxic joint lubricant shall be applied over the entire surface of the gasket. The spigot end of
the pipe shall then be wiped clean and inserted into the bell to contact the gasket. The pipe
shall be pushed all the way into the bell by crowbar or by jack and choker slings. Extreme
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care shall be exercised when joining tire pipe to avoid damaging the bell or rolling the gasket.
The bell end of the pipe shall be protected by a piece of wood when pushing the pipe.
Generally, every pipe has a depth of insertion stripe on the spigot end. The pipe shall be
inserted to the full depth of the stripe.
The cutting of pipe for fittings or closure pieces shall be done in a neat ad workmanlike
manner to prevent damage to the pipe or lining. All cuts should leave a smooth end at right
angles to the axis of the pipe. Flame cutting on pipe, by means of an oxyacetylene torch, will
not be allowed. Once a pipe is cut, the cut end shall be bevelled free of spurs which may
damage rubber gaskets.
3.05 Connection to Existino Water Facilities. All main line connections between existing and
proposed piping shall be made during non-business hours or at a time which is acceptable to
the District. All shut-offs shall be planned 24 hours in advance and all persons affected by
the shut-off shall be given a 24-hour notice. Take all precautions to prevent contamination
when making connections to existing potable water lines. No trench water, mud, or other
contaminating substances shall be oermitted to enter the pipe line.
3.06 Future Connections. At intersections, dead-end runs, or other locations where the
possibility may exist for a future connection, a tee or cross and a valve should be provided.
This procedure ailows a future connection to be made while keeping the existing main line in
service at all times. ln each case, the valve shall be properly restrained to the tee or cross,
using restraining rods with eye bolts. ln addition, a concrete reaction block will be placed on
the plugged end of the valve.
3.O7 Protection of Water Suoplies. Water lines shall be located a minimum of 1O feet
horizontally from existing or proposed sewer mains. Whereverthe sewer line crosses above
or within 1B inches beneath the water lines, the sewer line shall be made impervious by either
of the two methods listed below:
A. Method 1. Twenty feet of ductile iron water pipe, or AWWA C-9O0 PVC, shall
be used for sewer pipe and centered over the water main. The joints between
the sewer pipe and the placement pipe (DlP or PVC) shall be encased in a
concrete collar. The concrete collar will be a minimum of 1"-O" thick, centered
on the joint.
B. Method 2. The sewer pipe shall be reinforced with concrete encasement. The
encasement shall be at least six inches thick on either side of the water main,
and extend 10 f eet each side of the water main. ln all cases, select granular
backfill shall be used to prevent any settling of the higher pipe.
All work should be in strict conformance with the Colorado Department of
Health's "Design Criteria for Potable Water Systems".
3.08 Reaction Anchor and Blockinq. Concrete thrust blocks shall be provided as shown in
the Standard Details Attachment No, 1 for all tees, elbows, plugs. reducers, valves, fire
hydrants, and crosses if one or more sides of the cross are plugged. The bearing area of the
block shall be at least equal to that stated on the attachment. The bearing surface shall be
against undisturbed earth. The block shall be placed normal to the thrust as show on the
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drawings. Concrete forthrust blocks shall have 3OOO psi compressive strength. (NOTE: No
other materials other than concrete may be used in thrust blocks).
lf the concrete has not had sufficient time to cure (e.9., restoring water service), the
Contractor shall be required to use temporary bracing for added strength. Use of additional
wood bracing will help prevent fitting and valves from leaking or "blowing off " when water
pressure is restored to the main line.
Whenever a concrete thrust block is placed, wood or plastic sheets shall be used to prevent
concrete from adhering to nuts and bolts. Any concrete splattering onto a nut or bolt will be
removed before the line is backfilled.
4.OO SIZING OF MAINS
4.01 General. All main water lines shall be sized for peak hour flow plus fire flows required
by the Carbondale Rural Fire Protection District at a 20 psi residual flow. Minimum size shall
be 8 inches in diameter.
End of Section ll
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III. WATER SERVICE LINES AND APPURTENANCES
1.OO GENERAL
'1 .01 Scope. This section shall include furnishing all materials, labor, equipment and
miscellaneous items necessary to install all water service lines and appurtenances as specified
herein for the District. Note: The District will own and maintain that portion of the service
line from the main line up to and including the curb valve. The curb valve shall be placed on
the property line; however, at all times, it will fall on the District side of the property line. All
work and materials from the curb valve to the building shall be in conformance to the most
recently adopted Uniform Plumbing Code Garfield County.
2.OO MATERIALS
2.O1 Coooer Service Pioe.
A. Reference Standard - AWWA 7s-CR, Type K.
B. Size - Minimum 1".
2.O2 Corporation Stops.
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2.O3 Service Saddles.
A. Materials - Ductile iron service saddles, 'O' ring gasket, double strap, IPS
thread.
B. The District will require saddles to be installed.
2.O4 Curb Stop.
A.Materials - Cast bronze body, resilient 'O' ring seals, standard tee head
operator, ball valve type.
lnlet - Flared connection.
Outlet - Flared connection.
Material - Brass or bronze.
Size - Same as copper service line.
Reference Standard - AWWA CSOO-S5.
lnlet - Threaded IPS type.
Outlet - Flared for flared connection.
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2.05 Curb Box.
A.Material - Cast iron box, complete with lid and red brass screw.
Type - Arch pattern base, buffalo-type curb box.
Size - 1" shaft with riser rod to within 3: of surface.
2.06 Couplinqs,
A.Materials - Compression fittings or flared fittings.
3.OO INSTALLATION
3.O1 Service Line lnstallation. All trenching, backfilling and compaction shall conform to
Section lX of these regulations. All service lines shall be disinfected and pressure tested as
per Sections Vl and Vll of these regulations.
3.02 Service Line Deoth. A depth of bury for all service lines shall be a minimum of 5%
feet.
3.03 Taooinq Pressurized Mains. All 3/4" - 2" taps on pressurized mains shall be supplied
by the District. Those greater than 2" shall be performed by others with acceptable tapping
equipment.
3.04 Tapoinq Unpressurized Mains. Alltaps on unpressurized mains (new subdivision mains)
shall be supervised by the District.
3.05 Permits. A road cut permit for excavation in Garfield County streets, alleys and
easements must be completed prior to tap. Twenty-four hour notice is required by the District
prior to making taps and locating lines. Taps and locations will not be done without a water
application filled out by Customer.
3.06 Service Line Sizinq. Service lines to be sized by Customer. The customer is
encouraged to have an engineer size the service line. The District will not provide this service.
4.OO METERS
4.O1 Tvpe. 1" x 314" brass meter with rotating disk, with magnetic drive.
4.O2 Manufacturer's Reference. Rockwell or Kent.
4.O3 lnstallation. lnstall all meters in a horizontal position with a suitable holding device to
support piping, meter and provide electrical bond when meter is taken out for testing. Pre-
manufactured holding devices or yolks are available which cut down labor time to install
meter. lnstall in building where meter and pressure reducing valve will not freeze. lnstallthe
remote readout on an outside wall at least six feet above grade where it is freely accessible
and where falling or melting snow will not cover it.
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Turbo meters should be installed with five pipe diameters upstream or downstream of bends,valves, PRV's, check valves or any other fitting that causes turbulence.
4.O4 Meter lnspection. A water department representative must inspect the water meterafter it is installed and before the Certificate of Occupancy is issued.
5.OO PRESSURE REDUCTNG VALVE (PRV)
5.O1 Manufacturer's Reference. Watts U-s-B or equal.
5.02 lnstallation. lnstall upstream of the meter on 1" and 3/4" meters only. lnstall
downstream of the meter f or 1% " and larger meters. Allow for easy access to strainer and
cleanout plug.
5.03 Pressure Testino. Downstream pressure to be set at 40 to 7b psi.
6.00 CHECK VALVE
6.O1 Tvoe. Rubber seat and spring assist.
6.O2 Manufacturer's Reference. Ford H series or equal.
End of Section lll
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IV. FIRE PROTECTION FACILITIES
1.OO GENERAL
1.01 Scooe. This section shall include furnishing all materials, labor, equipment and
miscellaneous items necessary to install fire hydrants as specified herein for the AGWSD.
2.OA MATERIALS
2.O1 Fire Hvdrants.
A. Type - Dry barrel, traffic model with breakaway flange bolts and coupling.
B. Reference Standard - AWWA C5O2-85.
C. Outlet Size - One 4'/z",lwo 2Y2.".
D. Hydrant Size - SYz" or greater, bronze to 'cronze seating,
E. lnlet Size - Six inch.
F. Operation - 1%" pentagonal national standard operating nut, open counter-
clockwise, lubricating reservoir,
G. Special Features - Outlet hydrants shall open when turned to the left (counter-
clockwise).
H. Depth of Bury - 5Yz teet unless otherwise shown on drawings.
l. Additional Requirements - Furnish hydrant complete with pipe and tee, six-inch
restrained mechanical joint gate valve and thrust blocks. Hydrant shall be
restrained to the hydrant tee by 3/4" threaded rods protected f rom corrosion
by the use of an approved bituminous coating. Furnish hydrant with bronze
seat and lubrication reservoir.
J. Manufacturer's Reference - "Mueller" Centurion A423
"Kennedy" K-81A Guardian
K. Color - Hydrant to be international yellovr above the ground line.
L. Rating - Standard Class 150. lf pressure is above 1 50 psi, use American
Darling B5OB, Class 25O and allow for 6-8 weeks delivery.
3.OO INSTALLATION
3.O1 Hvdrant Soacinq. The spacing of fire hydrants shall be determined by the area that
each hydrant is to serve. ln a low density residential area, the maximum spacing of fire
hydrants shall not exceed 5OO feet. ln medium to high density residential areas, the maximum
spacing shall not exceed 400 feet. ln commercial and high risk areas, the spacing shall not
exceed 3OO feet. The maximum distance from commercial buildings to hydrants shall be 150
feet, and shall be based on hose length.
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3.O2 Location. Fire hydrants shall be located whenever possible at an intersection and in
a public rrght-of-way or a utility easement. There shall be a minimum ol 1% feet between
outlet nozzle and back of curb or sidewalk. ln all cases, hydrants shall be located out of the
direct flow of pedestrian and vehicular traffic. Wherever possible, hydrants located
consecutively along a street shall be placed on opposite sides of the street so that stringing
fire hoses across a street during a fire can be kept to a minimum. Hydrants shall be placed
at all intersections, at end of cul-de-sacs and at all dead-end runs. Hydrant location shall be
approved by Carbondale Fire Protection District.
3.O3 lnstallation. All hydrants must be extended so the top of hydrant is four feet abovegrade. The breakaway flange shall be located at grade. lf the previously mentioned
conditions are not met after the hydrant is installed and the street is at final grade, the hydrant
must be brought to proper grade by installing extensions or other modifications as required.
Bag all hydrants that are not in service.
3.04 Hvdrant Apourtenances. Allfire hydrants shall be connected to the main line by means
of a mechanical joint tee with six-inch Class 52 ciuctile iron pipe branch piping to hydrant.
Each fire hydrant shall have a six-inch valve on th3 branch pipe conforming to standards as
outlined under Section Vl of these standards. The six-inch gate valve shall not be located in
the sidewalk, curb line, or gutter of the proposed street and shall be rodded to the main tee.
See Standard Detail 2.
3.05 Hvdrant Restraint. The hydrant shall be restrained to the main line with all 3/4" all-
thread rod extending from the main line tee to the six-inch valve and then from the six-inch
valve to the hydrant. The 3/4" rods shall be tied to each joint with the use of eye bolts. A
bitumastic coating (to prevent corrosion) shall be liberally applied to the all thread rod and eye
bolts. ln addition, the hydrant and main line tee shall be provided with concrete reaction
blocks. See Standard Detail 2.
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Drv Barrel Tvpe Drainaqe. All hydrants shall be provided with a minimum of 1i 3 cubic
)':" to 1" screened, crushed rock and shall be placed under the weep hole outlet to
proper drainage.
lnspection. Prior to backfilling around the hydrant, a visual test shall be conducted to
the proper oDeration of the weep holes. The hydrant shall be partially opened and then
Water trapped in the hydrant barrel section should begin to drain. lf water is not
draining, the well holes should be cleared of any obstructions restricting the flow of water.
End of Section lV
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V. VALVES
1.OO GENERAL
1.01 Scope. This section shall include furnishing all materials, labor, equipment, and
miscellaneous items necessary to install gate valves, butterfly valves, air release and vacuum
valves, and valve boxes as specified herein for the AGWSD.
2.OO GATE VALVES
2.O1 Materials.
A. Double disk bronze wedge.
1l Size - As shown on plans up to 12 114" and larger shall be butterfly
valves).
2l Reference Standard - AWWA C-50-86.
3l Style - lron body, double disk bronze wedge.
4l Pressure Rating - 20O psi.
5l Wrench Nut - Two-inch square, open by turning to the left (counter-
clockwise).
6l Stem - Non-rising.
2.OZ Location. Whenever possible, water main valves shall be located at street
intersections. Valves must be placed on all runs of a tee or cross. For instance, each cross
shall have four valves located at the intersection while tees shall have three valves located
at the intersection. Valves shall be located at the intersection. Valves shall be located at the
end of all dead-end intersections for future connections.
2.03 Valve Soacinq. Valves on cross connecting or looped mains shall be spaced such that
no single break shall require more than 5OO feet of line to be out of service at one time. All
distribution mains connecting to transmission mains must be valved at the tie-in.
2.O4 lnstallation. All gate valves shall be installed with the two-inch operating nut plumb
and true with the vertical and centered within the valve box. District personnel will inspect
the valve and valve box after installation to ensure that a valve key can easily be set on the
operating nut.
3.OO BUTTERFLY VALVES
3.01 Materials.
A. Reference Standard - AWWA C-504.
B. Type - Rubber-seated, tight closing type.
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Ends - Both ends shall be mechanical joint unless installed in valve vaults.
Valve Body - Shall be high strength cast iron ASTM A 1 26, Ctass B with 1B-g
type 304 stainless steel body seat.
operator - Valve operator shall be of the traveling nut type, sealed, gasketed
and lubricated f or underground service. Operating nut shall be two-inch square
and shall open ieft (counter clockwise).
F. Rated Working Pressure - Class 1 5OB, 2CO psi. Above 150 psi working
pressure, use "Arnerican Darling" Class 2SOB or equal.
4.OO AIR RELEASE AND VACUUM VALVES
4'01 General. This specification covers all air release, vacuum valves or combination air
release valves. The type of valve used shal' be dependent upon the conditions under which
it will operate.
4.O2 Materials.
A. Size - To be designed by Engineer for proper application,
B. Body - Cast iron.
C. Float - Stainless steel.
D. Seat - Buna-N.
E. Pressure Rating - 200 psi.
4.03 Locations. Air release, vacuum valves or combination air release valves shall be
installed to permit eff icient f illing or draining of long pipelines. ln addition, they should provide
protection against vacuum and shall continuously vent pockets of air accumulated in the
pipeline. The type of valve shall depend upon the intended use of operation.
4.O4 lnstallation. Air release, vacuum valves or combination release valves shall always be
installed at the extreme high point of the distribution or transmission line. These valves shall
be installed in a precast manhole vault with the fitting as shown in Standard Detail 3 and 3A.
5.OO VALVE BOXES
5 .O 1 Materials.
A. Material - Cast iron.
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Type - Three piece, screw type.
Size - 57r" diameter.
Cover - Deep sock'et type with the word "Water" cast in the top.
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I F. Valve Markers - For valves that fall outside of road pavement and shoulders,
t install a six-foot ling, green "carsonite" marker on all new valves. Marker to
have valve decal at top.
I G. Riser rods installed to within 6, of surface.
5.O2 lnstallation. Valve boxes shall be installed plumb and true, and centered overthe two-
I inch opeEfng nrt. Bricks shall be placed under the flange of the valve box bottom so thatr at no time loadings on the valve box will be transmitted to the valve. Valve box lid to be
:l placed yr" '%" below grade when located in asphalt or concrete.I
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I vr. TRENcHTNG. BAcKFTLLTNG ANp coMpAcroN
I ,.a, ,rr*^:ris section shall inctude all tabor, materiats, equipment, and misceilaneous
items necessary to perform all excavation, backfilling and compaction of underground waterI lines and appurtenances as specified herein for the AGWSD.I
' lt shall be the Contractor's responsibility to secure all requi;ed excavaiion permits and pay allI costs thereof.I
1 1 .O2 Protection of Work.
I ^*""*n shall be protected by barricades, lights, signs, etc., as required
-1 by governing federal, state and local safety codes and regulations. Under no
I circumsta:'lces will more than 2O feet of trench be left open at night. Any
I ::T:y::1:J""L;::,nht
wirr be protected by a temporary snow rence barricade
I B. Sheeting, Shoring and Bracing - Where trench walls are not excavated at a
stable slope, the Contractor shall provide and maintain sheeting sufficient to
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prevent caving, sliding or failure and property or bodily damage.
Under normal construction conditions, sheeting shall be removed as work
I progresses. Sheeting shall remain installed if directed by the District or if pipe
I does not have sufficient strength to support backfill based on trench width as
defined by the sheeting.
I The Contractor shall be held solely responsible for any violations of applicable
safety standards. Particular attention is called to minimum requirements of
OSHA and State of Colorado Occupational Saf ety and Health laws.
I C. Site Drainage - Excavation to be protected from surface water at all times.
2.O1 Embedment Materials. Pipeline embedment materials shallcomply with the appropriate
class as listed below and as illustrated in Standard Detail 5.
A. Class A - Use for all distribution and transmission mains that are ductile iron.
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ln addition, use for all copper water service lines.
1 . Characteristics - Densely compacted 3/4" Class 6 aggregate, f our inches
I below bottom of pipe with densely compacted 3/4" Class 6 aggregate
I to 12 inches above top of pipe.
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2.O2 Backfill Material.
A. Characteristics - made of materials free from debris,organic matter f rom frozen
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I z.oo MATERTALS
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B. No boulders greater than six inches in diameter in top 1 2 inches of backfill;
bottom, six inches; or sides, six inches.
Generally, no boulder greater than 1 2 inches in diameter in remainder of trench.
3.OO METHODS AND PROCEDURES
3.01 Site Preoaration.
A. Clearing - Remove all vegetation, stumps, rlots, organic matter, debris and
other mrscellaneous structures and materials from work site.
Topsoil Removal - Strip existing topsoil from all areas to be disturbed byconstruction. Topsoil to be stockpiled separately from excavated materials.
Pavement Removal - Asphalt and bituminous pavements to be cut to the full
depth of pavement. The vertical face of the cut shall be a straight line parallel
to the limit of excavation. Cuts shall be raade with a flat-bladed air hammer,
concrete saw, or as approved by the water system superintendent. The
method used should provide a straight, true cut. All asphalt located within
trench limits to be hauled off site.
concrete pavements, including curbs, gutters and sidewalks, to be saw cut to
the full depth of pavement. The vertical face of the cut shall be a straight line
parallel to the limit of excavation.
All pavement removal shall be disposed of off site. Broken pavement not to be
used in backfill material.
3.02 Trench Excavation.
Limits of Excavation - Trenches to be excavated along lines and grades as
approved by the District. Trench widths f or pipe loading to be measured 12
inches above top of pipe.
Minimum trench width to be the outside diameter of the pipe or conduit plus
16 inches.
Maximum trench width to be the outside diameter of the pipe or conduit plus:
11l 24 inches for outside pipe diameter of 24 inches or less; I2l 30 inches for
outside pipe diameter of 24 inches or greater.
Trench excavation not to be completed more than 1OO f eet in advance of pipe
installation. Backfill to be completed within 2O feet of pipe installation by the
end of any working day.
Groundwater Control - Contractor to maintain facilities on site to remove all
groundwater from trench. Water shall be kept at least 12 inches below the
trench bottom, to a point such that a firm base for pipe or conduit installation
exists. Facilities shall be maintained until all concrete is cured and backfilling
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is in place at least 24 inches above anticipated vvater levels before waterremoval is discontinued. All water removal shall be subject to approval by theDistrict.
Stockpile Excavated Material - Excavated materialto be stockpiled so as to not
endanger the work or public safety. Maintain existing vehicular and pedestrian
traffic with minimum disruption. Maintain emergency access and access to
existing f ire hyCrants and water valves. Maintain natural drainage courses and
street gutters.
Clay Barriers - lnstall a one foot thick clay barrier, or approved equal, in place
of aggregate,4" below and '!2" above pipe, every 5oo feetfor all water mains.
3.O3 Bottom Preparation.
Where soils are suitable and have adequate strength, bottom tc be graded an6
hand-shaped such that the pipe barrel rests uniformly on embedment material.
B. Bell Holes - Material to be removed to allow installation of all fittings and joint
projections without affecting placement of pipe.
Over-Excavation - Whenever trench is over-excavated to eliminate point bearing
rocks or stones or when undisturbed grade tolerances of 0.1 foot is exceeded,
the contractor is to re-establish grade using aggregate bedding materials.
Unstable Materials - Materials which are not capable of supporting super-
imposed loadings are defined as unstable materials. Should unstable materials
be encountered during excavation, immediately notify the District. lf unstable
material is encountered, the trench bottom shall be over-excavated (minimum
6 inches) and backfilled with a clean %" to 1/2" rock. The rock backfill
provides increased water movement and helps stabilize the trench bottom.
Rock Excavation - Rock shall be removed to a 4-inch depth below in bottom
pipe grading. Additionally, all rocl. loosened during jacking, blasting, etc., shall
be removed from the trench.
3.04 Backfillinq.
Tamping Equipment - Except immediately next to the pipe, mechanica! or air
operated tamping equipment is to be used. Hand equipment, such as T-bar, is
to be used next tc pipe if necessary. Care is to be taken when compacting
under, alongside and immediately abo.,,e pipe to prevent crushing, fracturing,
or shifting of the pipe. The Conti'actor is to note densities required for materials
being backfilled and shall use appropriate approved equipment to obtain those
densities.
Moisture Control - Generally, maintain moisture of the backfill material within+ 2o/o of optimal moisture content as determined by ASTM D 698. Maintain
close tolerances as needed to obtain densities required.
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c. compaction - Maximum density (1ooo/o) based upon ASTM D6gg or AASHTo
T99.
1l Bedding Material. lncludes material used for over-excavation of anykind: 95o/o Standard proctor.
2l Select Material: g5Zo Standard proctor.
31 Backfillbeneath existing or proposed pavements, roadways, sidewalks,
curbs, utility lines and other improvements or within f ive f eet
horizontally of such improvements. g5o/o standard proctor.
4l Backfill within public or designated right-of-way: 90o/o Standard proctor
or as shown on the Drawings for those areas outside of No. 3 above.
5l Backfill within undeveloped, green or designated area: 85o/o Standard
Proctor.
D. Placing Backfill - The maximum loose lifts of backfill material to be as follows
(use smaller lifts where necessary to obtain required densities):
1l Bedding and select material: 6 inches;
21 Backfill Material: 24 inches where 957o compaction required; 48 inches
where less than 95o/o compaction required.
E. Maintenance of Backfill - Contractor to maintain all backfill in a satisfactory
condition during the extent of the contract and warranty period. The
Contractor will be responsible for repairing any deterioration or settlement of
the road surface. Notification of the required repairs will be issued by the
District. All costs for repair and all liability, as a result of surface deterioration
or settlement, shall be the responsibility of the Contractor.
3.05 Surface Restoration. Allexisting surface improvements and site disturbed or damaged
during construction to be restored to a condition equal to pre-construction condition. All
restoration costs are considered incidental to the excavation and backfill.
A. lmprovements - Replace, repair or reconstruct all improvements as required.
Work will not be accepted until restoration is accepted by the Distrrct and all
affected property owners. lmprovements include, by example, other utilities,
culverts, structures, curb & gutter, mail boxes, signs. etc.
B. Roadways - All roadways to be restored to original condition with the following
minimum depths required:
1l Minimum base co'rrse material on gravel roadways or' minimum depth
gravel on hard surface roadways to be 12 inches.
2) Minimum bituminous surfacing to be 3 inches.
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3l Minimum concrete paving to be 6 inches.
4.OO OUALITY CONTROL. FIELD
4.O1 Comoaction. lt should be fully understood that it will be the sole responsibility of the
Contractor to achieve the specified densities for all embedment and backfill materials placed.
Contractor will be responsible for ensuring that correct methods are being used for the
placement and compaction of said materials. Correct backfill methods include, but are not
limited to:
A. Use of proper equipment for existing soil condition encountered.
B. Moisture content of existing soils; determination if water should be added or if
soil should be air-dried to reduce moisture content.
C. Thickness of backfill lift.
Contractor may, at his own expense, have an approved geotechnical engineer monitor the
methods of backfill and compaction used to ensure that the desired densities are being
obtained.
4.O2 lnspection and Testinq. lnspection and testing to be performed at the direction of the
District. Contractor to cooperate fully with all persons engaged in testing. Contractor to
excavate as required to allow testing. Contractor to backfill all test excavations in accordance
with these regulations.
4.O3 Densitv Testinq and Control.
A. Reference Standards - Density/moisture relationships to be developed for allsoil
types encountered according to ASTM D69B or AASHTO T99.
B. Field Testing - Testing for density during compaction operations to be done in
accordance with ASTM D2922 using nuclear density methods.
C. Frequency of Testing - Minimum of one (1) test for each 'lOO feet of trench or
as directed by the District. Contractor to excavate to depths required by
Engineer for testing and backfill test holes to density specified. Testing to be
paid for by the Contractor.
End of Section Vl
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VII. PRESSURE TESTING AND FLOW TESTING
1.OO GENERAL
1.01 Scooe. This section shall include furnishing all materials, labor, equipment and
miscellaneous items necessary to perform pressure and leakage tests all distribution,
transmission and service lines as specified herein for the District.
1 .O2 Eftosta!-a-IgsE. Pressure and leakage tests shall be conducted on all newly laid pipe
and service lines. Contractor to furnish all the necessary equipment and materials to conduct
the test. Contractor will be responsible for installing the appropriate taps used in the test.
The test shall be conducted between valved sections of the pipeline, or as approved by the
District. Water service lines wiil be tested up to the closed curb stop. A visual inspection of
the water service connection, at the water main and at the curb stop, will be performed to
check the leakage.
Furnish the following equipment and material for the tests:
Amount
2
2
1
'l
Description
Approved graduated containers.
Pressure gauges.
Hydraulic force pump approved by the water supt.
Additional 3/4" pressure tap for District's gauge.
Suitable hose and suction pipe as required.
Conduct the tests afterthe trench has been backfilled or partially backfilled with the joints left
exposed for inspection, or when completely backfilled, as permitted by the District. Where
any section of pipe is provided with concrete reaction blocking, do not make the pressure
tests until at least five (5) days have elapsed after the concrete thrust blocking is installed.
lf High-Early cement is used for the concrete thrust blocking, the time may be cut to two
days.
Conduct pressure test in the following manner unless otherwise approved by the District:
After the trench has been backfilled as specified, fill the pipe with water, expelling all air
during the filling. The test pressure shall be 1 % times normal static system working pressure
of the pipe at the point of lowest elevation (test minimum '150 psi).
A. Duration
1 . The duration of each pressure test shall be two hours, unless otherwise
directed by the District.
Procedure
'1. Slowly fill the pipe with water and allow to stand for 24 hours. Expel
all air from the pipe. Apply and maintain the specified test pressure by
continuous pumping in necessary for the entire test period. The test
pressure shall be calculated for the point of lowest elevation, or as
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specified by the District. The pump suction shall be in a barrel or similar
device, or metered so the amount of water required to maintain the test
pressure may be measured accurately.
2. Before the line is pressurized, the District shall verify that all the
necessary main line valves are open or closed with regard to the section
of line being tested. ln addition, the District shall verify that all hydrant
valves are open.
Leakage
Leakage shall be defined as the quantity of water necessary to hold the
specified test pressure for the duration of the test period. No pipe
installation will be accepted if the leakage is grater than the number of
gallons per hour as determined by the following formula:
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ln the above formula:
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Correction of
Allowable leakage (in gallons per hour)
Number of joints in the length of pipe tested
Nominal diameter of pipe (in inches)
Average test pressure during the leakage test (in pounds per
square inch gauge).
Excessive Leakage
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Should any test of pipe laid disclose leakage greater than that allowed,
locate and repair the defective joints or pipe until the leakage of a
subsequent test is within the specified allowance.
Expulsion
Always provide a 3l4" tap at high point in line for air expulsion.
Flow Test
After new main has been leak tested, the line shall be flushed by
operring one or more fire hydrants for approximately 10 minutes or until
sediment has been flushed from system.
End of Section Vll
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VIII. DISINFECTION OF POTABLE WATER LINES
1.OO GENERAL
1 .01 Scooe. Work under this section shall include furnishing all materials, labor, equipment,
and miscellaneous items necessary to disinf ect all raw water, potable water transmission and
distribution pipelines, service lines, and appurtenances as specified herein for the District.
1.OZ Standard. Flush and disinfect potable water lines in accordance r,n,ith the procedures
set forth in AWWA C601-68, "Disinfectino Water Mains".
1.03 Pipe Cleaninq. lf the pipe contains dirt or heavy encrusted matter that, in the opinion
of the District, will not be removed during the flushing operation, the Contractor shall clean
and swab the interior of the pipe with a five percent (5%) (5O,OOO ppm) chlorine solution.
A. Preliminary Flushing. Flush pipeline, except when the tablet method is used,
to remove all rernaining foreign material. The flushing operation shall develop
a minimum velocity of 2.5 ft/second.
1.04 Chlorine Apolication. ln general, chlorine shall be applied using the continuous feed
method. However. on large diameter lines where this would not be practical, the slug
method may be used. The tablet method may be used on short extensions (up to
25OO feet) of small diameter mains (12" and smaller).
A. Continuous Feed Method. lntroduce water into the line at a constant rate while
adding chlorine at a minimum concentration of 5O mg/|. Maintain the
chlorinated water in the pipeline for a minimum of 24 hours after which period
of treated water shall contain no less than 25 mg/l of chlorine throughout the
entire length. Repeatthe above procedure if the residual at the end of 24 hours
fails to meet the minimum concentration.
B. Slug Method, lntroduce water with a minimum chlorine concentration of 3OO
mg/l at a constant, measured rate into the pipeline. Apply the chlorine for a
sufficient length of time to develop a solid column or slug of chlorinated water
that will, as it passes along the line, expose all interior surfaces for a period of
3 hours. Check the application at the upstream end of the line.
C. Tabtet Method. This method shall not be used if trench water or foreign
material has entered the line of if the water is below 5oC (41oF). Because
preliminary flushing cannot be used, this method shall only be used when
scrupulous cleanliness has been exercised.
Place tablets in each section of pipe in sufficient number to produce a dose of
5O mg/|. Refer to Table 3 of AWWA C-601 for the required minimum number
of tablets. All tablets within the main must be attached at the top of the pipe.
Adhesive for attachilrg tablets to the top of :ipe will be a non-toxic water
soluble adhesive. lntroduce water into the pipeline at a rate no greater than 1
ft/second and retain the water in the pipeline for a period of 24 hours. After
24 hours, a residual chlorine test shall be performed. The located water shall
contain no less than 25 mg/l of chlorine throughout the entire length. lf thet
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residual amount of chlorine at the end of 24 hours fails to meet the minimum
concentrations, the line must be retested using the slug method.
1 .05 Final Flashinq. After the required retention period, f lush all heavily chlorinated water
from the main until the chlorine concentration is no higher than that prevailing in the system,
or less than 1 mg/I. Once the main line has been properly flushed, service lines shall be
flushed at the curb stop.
1.06 Bacteriolooical Tests. After completion of the final flushing and prior to placing the
pipeline in service, collect samples f rom the end of the line and test f or bacteriological quality
to show the absence of coliform organisms. The number and frequency of samples shall
conform to the requirements of the public health authority having jurisdiction, but in no case
shall the number be less than one for chlorinated supplies.
Collect samples in sterile bottles from a standard corporation stop furnished and installed by
the Contractor in the main. Do not collect samples using a hose or fire hydrant.
1.O7 Reoetition of Procedure. lf the original disinfection fails to procluce satisfactory
samples, repeat the disinfection procedure until satisfactory results are obtained.
End of Section Vlll
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lX. SPECIAL CONSTBUCTIOT-l
1.OO GENERAL
1.01 Scope. This section shall include the design and construction of aerialcrossings, river
crossings, storage tanks, pressure reducing vaults and booster stations. Because each of
these structures will require an engineered design to meet field conditions and individual
design criteria, this section will not attempt to provide complete design guidelines and
specificatcns. Rather, it will provide a general listing of guidelines that must be followed
unless an equivalent alternative is approved by the District.
2.OO AERIAL CROSSING
2.O1 General. This section shall cover the design criteria to be used on aerial crossings,
including water Iines suspended from existing and proposed bridges, and lines aerially
supported over steep canyons and arroyos. ln both of the above crossings, an underground
or river crossing will be required unless special circumstances render the below grade
alternative prohibitive. lf it is determined that a bridge crossing is acceptable to the District,
then the following design criteria shall be followed.
2.O2 Pioe Supports. lf pipe rs to be supported from an existing bridge, a structural analysis
shall be performed to determine if the bridge can withstand the additional loading. lf being
installed on a new bridge, then additional pipe loading should be included as a dead load
consideration.
Pipe shall be supported with a pipe hanger that allows longitudinal movement. Support shall
be an adjustable steel yoke pipe roll or approved equal. ln addition, a horizontal support from
pipe hanger to the bridge shall be provided so that the pipe assembly will not move
horizontally due to wind loads, etc. The spacing of the pipe hangers shall depend upon the
maximum recommended load of hanger.
2.O3 Pipe lnsulation. Aerial pipelines shall be prevented from freezing by pipe insulation.
The insulation R-value and thickness shall be designed to a generally accepted standard for
the AGWSD area. The insulation should have a minimum R-value of 20. The insulation shall
be non-absorbing to water.
2.O4 lnsulation Protection. Provide an aluminum jacket with moisture barrier strapped with
stainless steel bands. Jacketing thickness shall be a minimum of '16 mil. Provide insulation
protection shields.
2.O5 Pipe. Provide Class 52 ductile pipe with flanged joints, ANSI B 16.1, AWWA C151.
2.06. Exoansion Couplinq. Provide a restrained expansion coupling between each rigidly
supported point of the pipe. Follow all manufacturer's recommendations v;hen installing.
Expansion couplings shall be accessible to water department personnel for maintaining and
making adjustments in cor:plings.
2.O7 Air and Vacuum Vaults. lf bridge crossing is at a high point in line, install all air and
vacuum valves appropriate for design conditions. See Standard Details 3 and 3A.
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2.08 Isolation Valves. An isolation valve shall be provided on either end of the bridge. lf
a break occurs, the line can be easily isolated.
2.O9. Accessibilitv. Generally, the pipe should be placed in a location where personnel can
easily access and maintain the pipe.
3.OO RIVER CROSSINGS
3.O1 General. This section covers the design criteria to be used on river crossings.
3.O2 Encasement. Pipe shall be encased in concrete for the length of pipe underneath high
water mark. See Standard Detail 6.
3.03 Pipe. For river crossing, ttre pipe joints shall be push-on joints with joint restraint,
Class 52 D.l.P. Manufacturer's reference - Griffin Snap-Lor pipe or equal.
3.04 Bend Restraint. All vertical bends shall be restrained w'ith vertical reaction blocks and
all threaci rods between bencis or beiween bends and concrete thrust tie.
3.05 Permits. Generally, a river crossing will require a 404 Permit or Nationwide Utilities
Permit f rom the Army Corps of Engineers. The Applicant should begin the permit process as
soon as possible, as the process can take from 3O-90 days to secure the permit.
4.OO STORAGERESERVOIRS
4.0'1 General. This section covers the design criteria to be used on storage reservoirs. The
District may allow either a buried concrete or above-ground steel reservoir. The District
reserves the right to require either a concrete or steel tank depending on the field conditions,
size and location of the tank. The District shall determine the size and location of the storage
tanks.
4.OZ Fountain Desiqn. A soil and geological report shall be provided which makes
recommendations on the required foundation'
4.03 Structural Desiqn. Complete structural design, with calculations and shop drawings
submitted by a professional engineer shall be provided. lf a welded steel tank is provided, it
shall conform to ANSI/AWWA D100-79.
4.O4 CDH Requirements. All Colorado Department of Health, Water Ouality Control Division
"Design Criteria for Potable Water Systems" shall be followed.
4.05 Telemetrv. Level control telemetry shall be installed and shall include radio controlled
signals as approved by the District,
4.06 Tank lnsulation. Not Applicable.
4.O7 Steel Tank Paintinq. Use an AWWA approved paint system for tank interior and
exterior coating on all steel tanks.
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5.OO PRESSURE REDUCING VAULTS (PRV}
5.O1 General. This section shall coverthe design criteria to be used on pressure reducing
vaults. The District shall determine the location of PRV's.
5.O2 PRV Valve. The PRV valve shall be a G.E. valve as manufactured by G.A. lndustry.
The main valve shall be a single seated, hydraulically operated, pilot controlled, diaphragm-
type globe valve.
I 5.O3 Pilot Control Svstem. Cast bronze ASTM 862 with 303 stainless steel trim. lnstall
I isolation cocks, closing and opening speed control and strainers on pilot controls.
5.O4 Pressure Gauqes. lnstall two stainless steel,liquid filled, hermetically sealed pressure
gauges with pressure snubbers, and isolation cocks. Locate at main inlet and outlet of vault
so that if one PRV is isolated, gauges will still register.
5.05 Bvpass Pioino. lnstall a bypass around main FRV valve so that mainline can be filled
and service maintained with PRV valve out of service. Bypass shall be installed with an
isolation valve.
5.06 Pressure Relief Valve. lf damaging downstream pressure can result when PRV is stuck
in open position, then a pressure relief valve shall be installed on downstream side of PRV on
either the main line or bypass line. Pressure relief valve to be pipe to daylight.
5.07 lsolated Valves. lnstall isolation resilient seat gate valves inside of vault so that main
PRV valve can be isolated.
5.O8 Air Release. lnstall an air release and vacuum valve on both inlet and outlet of pipe in
vault. Each air release valve to have an isolation valve.
5.Og PRV Vault. All valves, appurtenances and pipe to be enclosed in a concrete or steel
vault. lnstall link seal or equivalent between pipe inlets, outlets and vault wall. Provide
aluminum manhole lid marked "Water" on concrete vaults. Aluminum MH rungs shall be
provided on concrete vault. lnstall concrete supports under PRV and tees. All vaults to be
provided with heat, lights and two 11O volt outlets.
End of Section lX
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X. BACKFLOW PREVENTION
1.OO GENERAL
1.01 Scooe. This section shall include the use of backflow prevention devices to prevent
cross connection.
1.O2 Requirements. All work within the District must comply with the current requirements
under Colorado law for prevention of cross connections and backflows. Such laws include,
but are not limited to, Colorado Department of F{ealth Statutes, C.R.S. 5 25-1-114(h);
Colorado Primary Drinking Water Regulations, S.C.C.R. 1003-1 (Article 1 1 ); and the "Colorado
Department of Health Cross Connection Manual".
ln general, the law states that it is illegal to have or to maintain a cross connection on a public
water supply. Cross connection is defined as any connection which would allow water to
flow from any pipe, plumbing fixture or water system into a water system supplying drinking
water to the public.
1 .O3 Tvoes of Cross Connections. The following are common (but not limited to) cross
connections and required devices to prevent backflow:
A. Hose bibs - Vacuum breaker
B. lrrigation lines
C. Fire sprinkler systems
D. Boiler systems
E. Dishwashers
F. Solar homes using potable water as heat source
1.04 Backflow Preventers. Be advised that each cross connection will require different
types of backf low prevention devises, and is beyond the scope of these regulations. Approval
of backflow preventers must be given by District personnel.
The following approved devices can be used as backflow preventers.
A. Air gap.
B. Double-check valve assembly.
C. Vacuum breaker
D. Recjuced pressure principal backflow assembly
1 .05 Testino. State law requires that the backflow prevention devices be tested annually
by the supplier or Owner and records kept by the supplier of such tests. The devices should
be tested by someone certified as a backflow prevention device tester.
End of Section X
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XI. SANITARY SEWER LINES
1.OO GENERAL
1.O1 Scooe. Work under this section shall include furnishing all materials, labor and tools
necessary to perform all installation, cleaning and testing of all sanitary sewer lines and
appurtenances as specified herein and shown on the Drawings.
1.O2 Protection of Work. All pipe, fittings and equipment shall be carefully handled, stored
and protected in such a manner as to prevent damage to materials. At no time shall such
materials be dropped or dumped into trench.
Precaution shall be taken to prevent foreign matter form entering the pipe and fittings prior
to and during installatton. Place no debris, tools, clothing or other materials in the pipe during
installation.
At such time as pipe installation is suspended, either ternporariiy or overnight, the open end
of the pipe shall be sealed with a water-tight plug to prevent entrance of trench water, debris
or foreign matter.
Under no circumstances shall trench water be allowed to enter the pipeline. When water is
present in the trench, the seal shall remain in place until such time as the trench is pumped
dry. Whenever trench water becomes evident, adequate measures shall be taken to prevent
pipe flotation.
lf , in the opinion of the Engineer, the Contractor is incapable of keeping the pipe free of
foreign matter during installation, the Engineer shall require the Contractor to cover the pipe
ends with close woven bags until the start of the jointing operation.
2.OO MATERIALS
This item covers the types of materials that will be allowed for the construction and
installation of sewer lines. All materials used shall be new, of the best quality available and
conform with applicable standards as indicated herein.
2.O1 Ductile lron Pipe Fittinos. Not Permitted.
2.O2 Polvvinvl Chloride (PVC) Pioe and Fittinqs (G!'avitv Main)
A. PVC Pipe, through 15" diameter.
1. Material Reference Standard - ASTM D1784
2. Pipe Reference Standard - ASTM D3034
3. Class - SDR-35
4. Markings - Manufacturer's name, nominal size, PVC cell classification,
Type PSM, SDR-35, PVC gravity sewer pipe, ASTM D3O34 and code
number.
B. PVC Pipe, 18" to 27" diameter - Not Applicable.
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D.
Fittings
1 . Type - PVC push-joint or mechanical joint
2. Materials - ASTM D1784
3. Reference Standard - ASTM D3034 or ASTM F679
Joints
1. Type - Push-on ruhber gasket
2. Gasket reference standard - ASTM F477
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2.03 EoLct_14_a4.
A. PVC Pipe.
1.
2.
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1. Materials - ASTM D1784, Type 1, Grade 1, PVC 1120,2OOO psi design
stress.
2. Reference Standard - AWWA C-9O0.
3. Class - 150 (DR-18)
4. Markings - Manufacturer's name, nominal size, class pressure rating,
PVC 1 120, NSF logo, identification code.
5. Specialties - Electric tracing wire, 14 gauge solid copper insulated wire.
6. Size - Shall conform to outside diameter of DlP.
B. Fittings.
Joints.
1. Push-on rubber gasket
2. Gasket Reference Standard - AWWA C-111
2.O4 Concrete Fc;'Thrust Blocks and Encasino Pipe. Concrete for thi'ust blocks and for
encasing the sewer pipe line shall have 28-day compressive strength of not less than 3000
psi.
2.05 Manholes.
A. Concrete Rings/Cones
1. Type-Precast
2. Reference Standard - ASTM C478
3. Size - As shown on the Drawings
c.
Type - All fittings shall be mechanical joint except where specifically
shown or detailed otherwise.
Reference Standard - ANSI/AWWA C-1 1OlA.21 .10.
Pressure Rating - 25O psi.
Gasket Reference Standard - AWWA C-1 1 1.
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B. Manhole Bases
1 . Type - Cast-in-Place 30OO psi 28-day compressive strength concrete.2. Reference Concrete Standard - ASTM C150 Type ll modified.3. Precast Base - Conform to ASTM C47B
C. Manhole Steps
1, Material - Aluminum, ASTM C47B2. Size/Type - 72" round stock x 10" wide aluminum with slip-proof tread.3. Spacing - As shown on Drawings.4. Mounting - Grouted in place on concrete ring with ASTM C150, Type
ll modified Portland Cement mortar and sand grout for water-tight joint.5. The first step shall be no more than 18" from the manhole riser.
D. Joints
1 ' Type - Rub'r Nek preformed gasket as manufactured by K.T. Snyder
Company, lnc, Houston, Texas, or equal.2. Cement Mortar Material Reference Standard - One part Poftland Cement,
Type ll, modified with three parts of sand. Cement mortar to be used
with concrete grade rings only.
E. Grade Adjustment Rings
1. Type - Precast ASTM C150, Type ll modified concrete.2. Size - Not less than 6" wide x heights to allow for 1" adjustments.
F. Frame and Cover.
1. Material Reference - Grey lron, ASTM A48, Class 30.2. Cover - Stamped with "Sewer", machined bearing surface with ring.3. Type - heavy, combined weight of ring and cover greater than 375
pound.
4. Manufacturer Reference - Neenah, R-1706.
2.06 Sewer Service Line Materials.
A. Wyes - Required for all new sewer line construction.
1. Material - ASTM D3034 PVC.2. Strength - For use with SDR-35.3. Joint - Slip-on rubber gasket.
B. Saddles.
1. Material - ASTM D3034 PVC2. Joint - Rubber seal to main with stainless steel compression bands.
Slip-on service joint with rubber gasket.
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2.O7 Shear Gates. Not Applicabte.
2.OB Flat Gate. Not Applicable.
2.Og Butterflv Valves. Not Applicable.
2.1O Gate Valves. Not Applicable.
2.11 Valve Boxes. Not Applicable.
2.12 Tracer Wires. Non Applicable.
3.OO METHODS AND PROCEDURES
3.01 Cleanino and lnspection. Clean all pipe, fittings and related materials thoroughly of all
foreign materia! and inspect for cracks, flaws or other defects prior to installation. Mark all
def ective, damaged or unsound materials with bright marking crayon or paint and remove f rom
job site.
The Contractor shall take all necessary precautions to prevent any construction debris from
entering the sewer lines during construction. lf this debris should enter the pipe line system,
the Contractor shall furnish all labor and materials necessary to clean the system. Under no
circumstances will the Contractor flush the debris into an existing sanitary sewer system.
3.O2 Placement of Pioe.
A. Batter Boards. Not Applicable.
B. Laser Beam. All sanitary sewer pipe must be installed with a laser. lf bending
of the beam due to airtemperature variations becomes apparent with "in pipe"
units, a fan shall be provided to circulate air in the pipe. Air velocity shall not
be so excessive as to cause pulsating or vibrating of the beam. lf, in the
opinion of the Engineer, the beam cannot be accurately controlled, this method
of setting line and grade shall be abandoned.
3.03 Pioe Embedment.
A. Placing embedment material - Refer to Section Vl for placement methods.
B. Embedment Classes - Refer to Section Vl and Construction Drawings for
embedment materials for each class listed below:
1. Class A - Use where indicated on the Drawings and where improper
trenching or unexpected trench conditions require its use as determined
by the Engineer.
2. Class B - Use for all PVC pipelines.
3. Class C - Use for all except PVC pipelines.
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3.04 Pipe lnstallation.
A. lnstallation of Ductile lron Pipelines.
1 . Pipe Handling. Pipe should be lowered into the trench with ropes, slings
or machinery. Under no circumstances should the pipe be pushed off
the bank and allowed to fall into the trench.
2. Pipe Laying. Pipe shall be laid in straight sections, in an uphill direction,
with bell ends facing in the direction of laying, unless directed otherwise
by the Engineer. When pipe laying is not in progress, the open end of
the pipe shall be closed by a water-tight plug.
3. Joining of Push-On Joints. ln joining the pipe, the exterior four inches
of the pipe at the spigot end and the inside of the adjoining bell shall be
thoroughly cleaned to remove oil, grit, tar (other than standard coating)
and other f oreign matter. The gasket shall be placed in the bell with the
large round side of the gasket pointing inside the pipe so it will spring
into its proper place inside the pipe bell. A thick film of the pipe
manufacturer's joint lubricant shall be applied to the gasket over its
entire surf ace. The spigot end of the pipe shall then be wiped clean and
inserted into the bell to contact the gasket. The pipe shall be f orced all
the way into the bell by crowbar or jack and choker slings.
4. Pipe Cutting. The cutting of pipe for manholes or for fittings, or closure
pieces shall be done in a neat and workmanlike manner without damage
to the pipe or lining so as to leave a smooth end at right angles to the
axis of the pipe. The flame cutting of pipe by means of an oxyacetylene
torch will not be allowed.
B. lnstallation of Polyvinyl Chloride (PVC) Pipe.
i. Pipe Handling. Pipe should be carefully lowered into the trench to avoid
pipe falling into trench.
2. Pipe Laying. Pipe shall be laid true to line and grade, in an uphill
direction, with bellends facing the direction of laying. When pipe laying
is not in progress, the open end of the pipe shall be closed by a water-
tight plug.
3. Jointing the Pipe. l-he outside of the spigot and the inside of the bell
shall be thoroughly wiped clean. Set the rubber ring in the bell with the
marked edge facing toward the end of the bell. Lubricate the spigot end
using a thin film of the manufacturer-supplied lubricant. Push the pipe
spigot into the bell. Position the completed joint so that the mark on the
pipe end is in line with the end of the bell.
4. Pipe Cutting. The cutting of pipe for manholes or for fittings, or closure
pieces shall be done in a neat and workmanlike manner without damage
to the pipe and so as to leave a smooth end at right angles to the axis
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of the pipe. Bevel the end of the pipe with a bevelling tool after the pipe
is field cut. Place a clearly visible position mark at the correct distance
from the end of the field-cut pipe.
C. lnstallation of Slipline Pipe. Not Applicable.
3.05 Sewer Manhole lnstallation.
General. Manholes shall be furnished and installed to depths and dimensions
shown on the Drawings andior staked in the field. Manholes shall be
constructed of precast concrete rings in accordance with details shown on the
Drawings.
Connections to Manholes. l'he first length of sewer pipe into and out of any
manhole shall be a maximum of 24" as measured from the inside face of the
manhole to the end of the pipe. ln addition, extra care shall be taken by
grouiing or other means of sealing to assure positive water-tight manholes
around the inlet or outlet pipes. Expandable water stops, special sleeves or a
rubber gasket cemented to the sewer pipe shall be used. All pipe shall be
grouted in place with a non-shrink grout.
C. Manhole Floor and lnverts. Manhole bases shall be constructed to conform to
the details shown on the Drawings. The invert channels shall be smooth and
semi-circular in shape, conforming to the inside of the incoming and outgoing
sewer pipelines. Changes in direction of flow shall be made with a smooth
curve of as large a radius as the size of the manhole will permit. Changes in
size and grade of the channels shall be made gradually and evenly. Where large
differences in invert elevations exist, sloped flow channels shall be formed so
the wastewater does not undergo a vertical drop. The invert channels may be
formed directly in the concrete of the manhole base. The floor of the manhole
outside the channel shall be smooth and shall slope toward the channels.
D. Finish Grade and Adjustment. To bring the manhole cover to the correct
elevation, the top section of each manhole shall be constructed of pre-cast
concrete grade adjustment rings. These rings shall be not less than six inches
(6") wide and furnished in heights to allow for two-inch (2") adjustments.
Grade adjustment with rings shall be eight inches (8") maximum and two inches
(2") minimum. AII rings shall be grouted in place.
E. Manhole Stubs. All pipe stubs required from manholes are shown on the
Drawings. Stubs shall extend approximately 24" from the outside face of the
manhole and shall be capped or plugged with manufactured fittings to form a
water-tight installation.
3.06 Connection to Existinq Sewer Facilities. Connections to existing sewer facilities where
live flows exist shall be made only after p;ior consultation with and receipt of written
permission from the District. No bypass of sewage to the surface will be allowed in the
completion of this connection. Connections shall be made as shown on the Drawings. All
connections betw,een pipes of different materials shall be made with approved manufactured
connectors.
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3.07 Protection of.Water Suoolies. Sewer lines shall be located a minimum of ten feet (10')
horizontally from existing or proposed water mains. Where the sewer line crosses above the
water line, or is less than eighteen inches (18") vertically below the invert of the water line,
or is less than ten feet (10') horizontally from the water main, the sewer line shall be made
impervious by either of the two methods listed below.
A. Method 1 . Twenty feet of ductile iron water pipe or AWWA C-9OO PVC shall
be used for sewer pipe and centered over water main. The joints between the
sewer pipe and the replacement pipe (DlP or PVC) shall be encased in a
concrete collar. The concrete collar will be a minimum of 1 "-O" thick, centered
on the joint.
B. Method 2. The sewer pipe shall be reinforced with concrete encasement. The
encasement shall be at least six inches thick on either side of the water main
and extend ten feet on each side of the water main. ln all cases, select
granular backfill shall be used to prevent any settling of the higher pipe.
ln all cases, bedding material shall be used to prevent any settling of the higher pipe.
3.O8 Service Connections. Customer service connections shall be installed in accordance
with the details set forth on the Construction Drawings. After the service connection is
installed, the end shall be plugged water-tight with a manufactured plug and marked with a
stake except as shown otherwise on the Drawings.
3.Og Tracer Wire. Not Applicable.
4.OO FIELD OUALITY CONTROL
4.O1 Aliqnment and Grade. Sewer pipelines will be checked by the District to determine
whether any displacement of the pipe has occurred afterthe trench has been backfilled. The
tests will be as follows:
A light will be flashed between manholes, or if the manholes have not as yet been
constructed, between the locations of the manholes, by means of a flashlight. lf the
illuminated interior of the pipeline shows poor alignment, displaced pipe, earth or other
debris in the pipe, or any other kinds of defect, the defects of determined by the
Engineer shall be remedied by the Contractor at his own expense. Test will be
repeated after completion of backfilling and any poor alignment, displaced pipe or other
defects, determined by the Engineer, shall be corrected,
ln addition to the above, the Owner shall, at his option and at his expense, televisethe
interior of the line prior to acceptance. All defects shall be noted and corrected as
stated above.
4.O2 Leakaqe Test. Sewer lines shall be tested using a low pressure air test only; water
tests will not be allowed. Only a,ter the sanitary sewers, including appurtenances and
sanitary laterals have been installed, backfilled and cleaned, shallthe Contractor proceed with
an air test on the installed facilities.
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A. Low Pressure Air Test Procedure. The section of sewer line to be tested should
be flushed and cleaned prior to conducting the low pressure air test. This
serves to clean out any debris, wet the pipe, and produce more consistent
results. lsolate the section of sewer line to be tested by means of inflatable
stoppers or other suitable test plugs. One of the plugs should have an inlet tap,
or other provision for connecting a hose to a portable air control source.
lf the test section is below the groundwater level, determine the height of the
groundwater above the spring line of the pipe at each end of the test section
and compute the average. For every foot of Eroundwater above the pipe spring
line, increase the gauge test pressure by 0.43 pounds per square inch. Connect
the air hose to the inlet tap and a portable air control source. The air equipment
should consist of necessary valves and pressure gates to control the rate at
which air flows into the test section and to enable monitoring of the air
pressure within the test section. Also, the testing apparatus should be
equipped with a pressure relief device to avo:d the possibility of loading the test
section with the full capacity of the compressor.
Add air slowly to the test section until the pressure inside the pipe is raised to
4.O psig greater than the average back pressure of any groundwater that may
be over the pipe. After a pressure of 4.0 psig is obtained, regulate the air
supply so that the pressure is maintained between 3.5 and 4.0 psig (above the
average groundwater back pressure) for a period of two minutes. This allows
the air temperature to stabilize in equilibrium with the temperature of the pipe
walls. The pressure will normally drop slightly until the temperature equilibrium
is obtained.
Determine the rate of air loss by the time/pressure drop method. After the two-
minute air stabilization period, the air supply is disconnected and the test
pressure allowed to decrease to 3.5 psig. The time required for the test
pressure to drop from 3.5 psig to 2.5 psig is determined by means of a
stopwatch and this time interval is then compared to the required time in
published tables to be provided by the District to determine if the rate of loss
is within the allowable time limit. lf the time is equal to, or greater than, the
times indicated in the tables, the pipeline shall be deerned acceptable.
Upon completion of the test, open the bleeder valve to allow air to escape.
Plugs should not be removed until all air pressure in the test has been released.
During this time, no one should be allowed in the trench or manhole while the
pipe is being decompressed.
4.O3 Manhole lnsoection. During the construction of the manholes, the Contractor shall,
in accordance with good practice, ensure that not earth, sand, rocks or otherforeign material
exists on the joint surfaces during assembly of the section. The Engineer shall check each
manhole to determine whether the manhole fulfills the requirements of the drawings and
specif icatio,rs.
A. Visual Examination. The Engineer shall visually check each manhole, both
exterior and interior, for flaws, cracks, holes or other inadequacies which might
affect the operation of water-tight integrity of the manhole. Should any
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inadequacies be found, the Contractor, at his own expense, shall make any
repairs deemed necessary by the District.
B. Leakage Test. All manholes shall be tested for leakage and all tests shall be
witnessed by the District. The leakage test shall be conducted prior to
backfilling around the manhole and shall be carried out in the following manner:
1l All lines leading into or out of the manhole shall be tightly plugged.
2) The manhole shall be filled with water to a level at least one f oot above
the uppermost joint. The water shall be allowed to stand for two hours
to allow for normal water absorption into the manhole material. At the
end of the two-hour stabilization period, if the water level in the
manhole has dropped below the top ring joint, additional water will be
added to bring the level above the joint as before. Any visible external
leakage noted within a one-hour test period shall constitute failure, and
the Contractor, at his own expense, shall repair the manhole and re-test
until satisfactory tightness is obtained.
3l A vacuum test may be performed as an alternate to water test.
4.O4 Deflection Test for Non-Riqid Pioe. The maximum allowable pipe deflection for a
completely backfilled non-rigid sewer pipe shall not exceed five percent (5%) of the nominal
internal pipe diameter. Deflections in a non-rigid pipe shall be checked by measurement or by
pulling a mandrel with the minimum allowable diameter through the pipe. The minimum
allowable diameter shall be equal to the minimum interior diameter of the pipe, as specified
in the applicable portions of the ASTM Standard Specifications or the pipe manufacturer's
recommendations, minus fiver percent (5%) of the nominal interior diameter of the pipe.
Those sections of non-rigid pipe with deflections greater than the maximum allowable five
percent (5%) shall not be acceptable and the Contractor will remove and replace these
sections at his own expense.
The deflection test shall be run between fifteen (15) and thirty (30) days after backfilling of
each section of line.
Deflectiontests will be run if, in the opinion of the District, testing is warranted. The program
for testing shall be mutually determined by the District and the Contractor. The Contractor
shall furnish all labor, tools and equipment necessary to make the tests and to perform any
work incidental thereto.
5.OO DESIGN CRITERIA
5.O1 Sizino. All collection sewer lines shall be designed to flow approximately half full at
peak flow. One hundred gallons per capita day shall be used as the per capita contribution
for average daily flow. A peaking factor of 2.5 shall be used for peak flow. Minimum line
size shall be 8 inches.
5.02 Velocities. All velocities shall be maintained between 2.5 fps and 15 fps. Minimum
velocity shall be 2 fps.
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5.03 Slooe. Minimum sewer lrne slopes shall be as follows:
8"
10"
12"
1tr',
19"
21"
24"
27"
6.OO GREASE INTERCEPTORS
.004 ft/ft
.003 ft/ft
.oo22 trltt
.O015 ftlft
.0012 ftift
.001O ftlft
.0009 ft/ft
.OOO8 ft/ft
6.01 General. Because of the impact of grease on the District's lines and treatment plant,
grease interceptors are required on establishments preparing or serving food.
All grease interceptors shall be new and the interceptor and its installation shall be in
conformance with the latest eciition of the Unif orm Plumbing Code except as modified herein.
6.02 Requirements For Grease lnterceptors, An approved type grease interceptor complying
with the provisions of this section shall be installed in the waste line leading f rom sinks, drains
and other fixtures or equipment in the following establishments: Restaurants, cafes, lunch
counters, cafeterias, bars and clubs; hotels, hospitals, factory or school kitchens, or other
establishments where grease may be introduced into the drainage or sewage system. A
grease interceptor is not required for individual dwelling units or for any private living quarters.
6.O3 Specifications and Procedures For Grease lnterceptors.
A. Plans shall be submitted to and approval obtained f rom the District prior to the
installation of any grease interceptor in any establishment set f orth in
Subsection 6.02.
B. No grease interceptor shall be installed which has an approved rate of flow of
more than f ifty-five (55) gallons per minute, except when specially approved by
the District.
C. No grease interceptor shall be installed which has an approved rate of flow of
less than twenty (20) gallons per minute.
D. Each plumbing fixture or piece of equipment connected to a grease interceptor
shall be provided with an approved type flow control or restricting device
installed in a readily accessible and visible location in the tail piece or drain
outlet of each such fixture. Flow control devices shall be so designed that the
total flow through such device or devices shall at no time be greater than the
rated capacity of the interceptor. No flow control device having adjustable or
removable parts shall be approved.
E. Each grease interceptor required by this section shall have an approved rate of
flow which is not less than that given in the District's EOR schedule for the
total number and size of fixtures connected thereto or discharging thereunto.
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The total capacity in gallons from fixtures discharging into any interceptor shallnot exceed two and one-half lT%l times the flow rate of the subject
interceptor.
Any grease interceptor installed or located in such a manner that the inlet is
more than four feet (4') lower in elevation that the outlet of any fixture
discharging into such interceptor, shall have an approved rate of flow which is
not less than fifty percent (5Oo/o) greaterthan that given in the District's EOR
schedule.
No more than four (4) separate fixtures shall be connected to or discharged into
any one (1) grease interceptor.
For the purpose of this section, the term "fixture" shall mean and include each
plumbing fixture, appliance, apparatus or other equipment required to be
connected to or discharged into a grease interceptor by any provision of this
section.
Each grease interceptor shall be vented as required by the Uniform Plumbing
Code and each fixture discharging into a grease interceptor shall be individually
trapped and vented in an approved manner, expect that an approved type
grease interceptor may be used as a fixture trap for a single fixture when the
horizontal distance between the fixture outlet and the grease interceptor does
not exceed four (4) feet and the vertical tail pipe or drain does not exceed two
(2) feet.
Each grease interceptor shall be installed and connected so that it shall be at
all times easily accessible f or inspection, cleaning and removal of the
intercepted grease.
lnterceptors shall be maintained in efficient operating conditions by periodic
removal of the accumulated grease. No such collected grease shall be
introduced into any drainage piping, public or private sewer, and it shall be
disposed of in an environmentally safe manner.
Each grease interceptor shall be constructed of durable material satisfactory to
the District and shall have a full size, gas tight cover which can be easily and
readily removed.
No water jacketed grease interceptor shall be approved or installed.
Each grease interceptor shall have an approved water seal of not less than two
inches (2") in depth or the diameter of its outlet, whichever is greater.
No grease interceptor required by this section shall be installed until the type
and model of each size thereof has been ?1)proved by the District.
The District may require such tests as may be necessary to determine the
grease collecting efficiency of the various types and kinds of grease
interceptors to establish the rate of flow or other rating thereof . Such test
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requirements may be revised or modified from time to time as may be deemed
necessary by the District. A list of approved and acceptable interceptors shall
be kept on file in the office of the District.
P. No grease interceptor shall be installed which does not comply in all respects
with a type or model of each size approved and accepted by the District.
Whenever it shall come to the attention of the District that any grease
interceptor does not so comply, the District shall immediately suspend or
revoke such approval.
7.OO CLEANOUTS
All service lines shall have a minimum of one (1) cleanout per one hundred feet of pipeline
length. A cleanout consisting of a vertical gOo tee the diameter of the service line shall be
provided atthe property line between the building being served and the main line. The upper
24" of the vertical riser shall be cast or ductile iron and terminate 4" below grade in
unimproved areas and at grade in finished driveways, sidewalks, etc., and be plugged with
a water-tight cast iron plug (see Standard Detail).
8.OO TELEVISING OF SEWERLINES
The Owner shall, at his expense, televise the interior of the line prior to acceptance by the
District. All defects shall be noted and corrected.
9.OO TWO.YEAR WARRANTY
A letter from the Owner providing the District a two (2) year warranty from the date of
" Substantial Completion " .
End of Section Xl
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ATTACHMENTD
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I o SMITH AND LOVELESS, [NIC.
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Locadon: Rose F.anch LS # 1
Equipment: Recessed r,{et I^Iarl- }lounteC
purchaser: GouIC Construction
Engineer: H:-qh Coun*-*rv Engrneerino
Manufacturer': Smith & Loveless, lnc'
S&L Farls Phone: (800) 922-9048
S&L Servrce Phcne (913) 888-5201
Representaiive: Ialcon Suppliz
Rep Phone Number:303-499-713rI
FALCON SUPPLY COMPANY, INC.
3CX .169
NrwoT, coLoRADO 80544_0469
(303)49€-7131 OR (8OO) 221_7131
FA"\ (3O3) 652-3460
Quoted completion schedule begins after
Smith & Loveless is in receipt of the
apProved submittal
Sm,ih & Loveless oroposes to lurnish only lhe equipfleni rncludeo'n cur cuolalron and
descrroed in lhls submtttal data. Apprcval oJ 15,5 5gbnrllaidaia consiitules acceptance cf
equipment in the configuratton descrtbed heretn
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RECESSED
WET WELL MOUNTED PUMP STATIOI.I SUBMITTAL DATA SHEET
1. Outline Drawing Number
2. Suction Piping
3. Pump Discharge Valve
4. Common Discharge Outlet
5. Main Station Conduit Size
1 6"
1 6tt
5"
Pump 2 6"
Pump 2 6"
Pump
Pump
Size
) 1/) n
6. Electrical Service Data 3 Phase 6,0 Cycte 230 _ Votts 3 Wire
120V Single-Phase Suppty (is) (is not) avaitable.
KVA Transformer Required 230 Volt to 120 VAC.
STANDARD EOUIPMENT:
'I . Automaiic Alternator
2. Vacuum Pumps
3. NEMA 3-Wire - i-Phase Duplex Recepiacie4. S&L "Damtite" Seal (Spare)
5. Control Circuit Breaker
6 Station Operating lnstructions7. Spare Volute Gaskets8. ModelS Piping
9. Ventilating Fan with Thermostat10. Heater with Thermostat
LOCATION
Rose Ranch
OPTIONAL EOUIPMENT:
txl 1 Auxiliary Space Heater 4L84
Iv] 2 High Water Alarm Sensor
t ,.:l 3. (120) t{F) vott Alarm Lighr
t"l 4 (120) (12)Volt Alarm Horn
tXl 5. Running Time Meters
t;l 6 (2)(3)KVA Transformer 5KVA
t"l 7. 12-Volt Battery & Trickle Charger
iXl 8. Generator lnterlock
Irr] 9. lnsulated Hoodtll 1o' s.. Page 2
PURCHASER
Gould Construction
ENGINEER .
!fgi1 Country Engineering
@ing€, Ge' Glenvreed sprgsree eleFweed Sp s. co.
PREPARED BY Maintenance Manuals COMPANION JOB
Required
Design Characteristics (GP!r4 TDH)320Q103 320G103
4B2B I aeze
Rotation (CW) (CCW)
S&: lv'lechanical Seal-Filter Assembly (Size)(2-118") (p") i lrrtrg:) (2-118') ({
Static Suction Liit
Form No. 0406-458 (1/99)
DATE
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Pump Modei
cw ccw
10.5 10.5
Horsepower ,q
R.P.M.1760 1750
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l-1. 4 Unpowered Contacts
L2. I Telephone Dialer
13. Low Level A1arm Sensor
14. Unauthorized Entry Alarm
^1brao
Statio S
Relioble ond cosl-effective
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Above
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[hoose the Stotion thot Fits Your Needs
\\'ith more than 50 r'ears in business. the ensinec-rs at Smith & Loreless hare seen
virnrally' everJ' t)'pe of flou' situation They can custom design a pump station to meet
your needs that u'ill hare sonre of the hiehest pump efficiencies on the market today.
Smith & Loveless'above grade pump
station product lines come in a u'ide
range of putnp confieurations (see side
bar at right) that allou' )'ou to choose the
station that fits vour needs.
The feu'est parts. The easiest
disassembly'. The heaviest shaft cross
section in the industry. The only pumps
specifically designed for positive
vacuum priming. These are just a feu
of the fearures that make up the best pump stations in rhe uorld. But. if 1ou still need
t
proof. ask an1'bod1'uho alreadv o\\'ns a Smith & Loveless pump surion.
primed. The r acuunr pritninl svsienr siruts of L antj the ieed purnp srans. Tire pump is
desirlnc'd ltr rs-nrain prinr,-'ti frorrr cr cle to
cr cle
\trrnrlhr ['rrnrJr - If the intlou'continues to
rise. the high ler el "on" displacemenr su'itch
is tilted. u'hich actir ares the priming and
pumping cycle of the standby,pump.
-f rrnsferrine Liquid - The liquid is drau'n
up throuth the suctitrn prpes to thc'
centritusal pun'lps and putnped our rhrou,trh
the check r alr es and plug vllves inro the
lorce rnain.
Shutting Ol1'Punrps - The pump lowers
the wet u'ell lerel until the pump lou'level
"off' displacemr'nt suitch tilts and shuts otT
the punrp. The punrps renrain prinred. The
vacuum pump u'rll not come on unless the
liquid level has fallen belou'the level sensing
probe, and the lou' level "on" displacement
su,itch is tilted.
-4ll o/Smilh & Loteless'above grade pump stations have
equipmcnt housed separatclt .from thc permit-required
coniined spoct we! \'ell iltml-l ro c 61
-llllllllllii'li:.-,/' 'Yr'
Trr.o-puntp
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plan views appear of
iri6 & Loveless Wet
iv{ounted Pump Station
the Recessed Wet WelI
Pump Station
and the CAPSULAR
-Well Mounted Pump
@onom) modelliaes.
Tluee-purnp
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C.{PSL,L-{,R'
three-punrp
CAPSUL.{RT
four-purnp
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FACTSHEET
Redesigned Recessed V/et Well Mounted
Pump Stotion:
lncreosed Work Spoce Meets No.l Customer Request
Combining customer input wirh engineering Lnnovation and manutacruring experience. Smith & Loveless
has redesigned the Recessed \\'et \!'ell Vlounted Pump Station to meet your \o. I need tbr more free
workspace.Byincreasingthediameteroithesiaric,nlrom6'-10'to8'-5"andbyincreasingtheheight
of the station lrom 5'- t 1 3 8" to l'. our station pror ides more liee *'ork space. Belou'is a 3-D
draw'ing of the Redesigned Recessed \\'et \\'ell \lounted Pump Static-rn. The neri design is also
availabie Ln series and urpiex cont'igrrattons.
Retrocloble Lodder
Assi st
To provide easier rccess
into :he ;tation. :;:e
rgtrac:abie la,j;e: rssisi
manually puils -rp tbr elsr
ladder access.
Equipment Chqmber
Low'profile design
combined with increased
height provides lor abiliry
to w'ork on the equipment
without getting *et on
rainy' da,vs.
lncreosed Work Spoce
The area o[the sration
increased by more than 50o o.
providing more space to
operate and maintain the
pump station.
Thick Fibergloss
Hoods
Open inriiridulllr lo
.rlirrrr :or pani:rl :trr crage
oi ihc statron. T;re hood ls
designed to tit snugly orer
rhe rop of rhe station.
, Pumps
Located lor improved ease
olmaintenance.
Check Volves
Located toward the center
ofthe station and close to
the open work area so that
routine maintenance can
be performed easily.
Plug Volve
Single 3-*'ay valve allow's
tbr isolation of either or
both pumps as well as
easy, convenien! access.
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ENGINEERI.N DHTJq
Smith & , .:
Loveless. lnc.o
14040 W. Santa Fe triil Or.
Lenexa, Kansas 66215-1284 Page 1
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SPECIFICATIONS
RECESSED WET WELL MOUNTED z.PUMP STATION
4" V4" PUMPS
GENERAL
The contractor shall fumish and install one factory-built, automatic pumping sradon as manufacnued by Smith &
Loveless, Inc., Lcnexa, Kansas. The station shall be complete with all needed equipment, factory-installed in a dual
comPartment welded stcel chamber consisting of a separate entrance to the wet well and an equipment chamber. The
equipment chamber shall have a separate split fibcrglass cover. A one-piecc cover will not be acceptable.
The principal itcms of equipment shall include two venical, close-coupled. motor driven. vacuum primed, non-clog
pumps: valves; internal piping, central control panel wirh circuit breakcrs; moror slarters ald automaric pumping level
controis: tighting: sump pump; ventiiating blower; priming pumps and appurrenances; and all internal wiring.
OPERATING CONDITIONS ?1nu"t\%:qj tlif'.1:"r1ble.of deliren "c. ..{ - 7 Celr,{ 1aw;'ater or w3ste\r'arer against a total dynamic head of-/03N f.ee1' The "Y1[Ium allo*able speerl shall b< /70 O RPivl. The minimum rargi horsepower o[ eachtef horsepower of each(D/ *. Due to energ)-pump motor shalt be Z5- The minimlm pump eificiency at the design point shalt be (D/
consenation reouirements. the specified minimum efficiency shall be enicrced. Thc marimum stalic suction lifr shall be./ D,,f '
A-ll opcnings :nd pessa3es shelhe lr:,ie e:rcugh ro per::,ir rhc pqssage oi a sphere 3" in diameter. The anticipatec
operatine head range is from d/o feet r..rinrmum to / / Y feel marimum. The pump motors shall nor be
overloaded be1'ond their nameplatc ratrng. at the dcsign cond.itions, nor ar anv heac in rhe operating range.
CONSTRUCTION
The strlion shall oe constructed in onc complcte factory-built asscmbly. lr shell be sized to rest on t]re rop of the r,,,er *,ell
as dctailed in the construction drawinss. The supponing floor and siarion head shall be minimum 3/8" thick sreel with
reinforcrng. as required, to Prevent deflcction and ensure an absolurely rigid support. The shelt shall bc of l/4', minimum
thickness steel plate rolled to 6''I0" inslde diametcr. Sreel plare shall meet or exceed AST]"1 4-36 spccifications.
Thc equipment chamber shall bc physically separated from the wer wcll. wet wcll access shall bc completely separare
from the cquipmcnt chamber and shall bc providcd with the access manway exposed only to the atmospherc.
The cquipnrent chamber shall be provided with a split fiberg'lass cover hrnged at the partition wall scpararing rhe
equipment cha-mber from thc access manway to the wer well. The fiberglass cover shall be formed with a drip lip around
the edge and a labyrinth at thc top. Brackes shall bc provided ro supporr rhe cover in rhe opcn posirion and to restrain ir
under load' An aluminum ladder shall bc located in the station ro provide easy access. only onc segment of thc fiberglass
cover need bc opcned for access into the cquipment chambcr. t
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A 3/16" hinged stecl manway cover located exrerior to rhc pump chamber shalt
integral part of thc sration head plate and shall provide access inio the wet well.
access covers shall bc provided with hasp and suple arrangemenr for padlocking.
bc provided. The manway shall bc an
Both equipment chambcr and wet well
A lifting sockct shall bc bolted to the wall over each pump. A stanchion with lifting arm shall bc providcd to supporr a
hoist (provided by orhers) for removal of thc motors, impcllers and pumps.
O Srrilh & Lo/el€ss, 199€i r\t
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Smith &
Loveless, lnc.o
14040 W. Santa Fe Trail Dr.
Lenexa. Kansas 6621$128{
WELDING
AII steel in the sterion strucrurc shall be joined by elcctric arc weldrng u'ith frlles of adequatc secrion for the joint
involved. \\'here required to excludc ground wa(er, all welded joins on urre exterior of thc station shall be continuous
throughout their length.
PROTECTION AGAINST CORROSION
All strucrural steel surfaces shall bc factory blasted wirh steel grir to remove rust, mill scale, weld slag, ctc. All wetd
spatter and surface roughness shall be removcd by grinding. Surface preparation shall comply with SSPC-Sp6
specifications. Immediately iollow,ng cleaning, a single 6mil dry film thickness of Versapox@ epoxy resin shall be
lactory appiied. This coating shail bc as formulated by Smith & Lovciess for abrasion and conosion resisrance.
Stainless steel, al'minum and other corrosion resistant surfaces shall not b: coated. Carbon steel surfaces not othcrwise
protecred shall be coated with a suiuble non-hardening rust preventative compound. Auxilian,componenrs, such as the
electrical enclosure, ventilatine bio*'er- and vacuurn pumps, shall be fumished r.r'ith the original manufr:iurcr: coating.
Finish coating shall be accomolished prior to shipment ol the station from the lacrorv and shall comoly fully *'ith the
intent of these specihcations. A touch-up kit shall be provided by the pump starion manufacrurer for repair of any mars or
scratches occurring during shipping and installadon. This kit shall contain derailed insur.rctions for use and shall be rhe
same malerial as ihe original coating.
A heavv st'nthelia rubb'er mat shrll be cemented to t^he srarion floor by the lvlanuiacturer to prcrecr rhe coating on rhe steel
floor.
Two l7-pound :nagncsru;:'r anode n.rcks shall be pro'"'ided for cathodic prolecrion. Thc anoCe pecks shall bc provided wit]r
30'long insul:t:i conpcr lcrds, Cooocr lugs shall be provided by the lr{anuircrurcr cn o:pcsire si,Jes erl rhe sr:rion for
anode conneciions
MAIN PUMPS I
The pumps shall be tq"l fFi veriical, non-clog rype of heavy c^st iron consuucrion, especially CesigneC for rhe use o[
mechanical seals and vacduni priming. In order to minimize seal wcar causcd by lincar mevement of the shaft. rhe shaft
bcaring nearest tlre pump impcller shatl bc lockcd in placc so that end play is limited to thc clcarance within rlrc bearing.
To minimize scal wear rcsulting from shaft deflection caused by thc radial thrust of the pump, thc shaft from the top of thc
impeller to (he lower bearing supproning the impcller shall have a minimum diamerer of l-?i8" for moror frame sizes 213
through 286:7- l/8" for motor frame sizes 324 and 326; and 3" for frarnc 36.4 and largcr. Thc dimension from thc lowesr
bcaring to thc top of the impcller shall not excecd 6'.
The bearing nearest the impcller shall bc designed for the combined tluust and radial load. Thc uppcr bcaring shall bc
frec to move linearty with the thcrmal cxpansion of rhe shaft and shall carry only radial loads.
The shafi shall bc solid stainlcss steel through thc mcchanical seal to climinate corrosion and abrasive rust particlcs.
Removable shaft slcevcs will not bc acceptablc if rhc shaft undcr the stecvc docs nol mccr thc specified minimum
diameter.
The pump impclter shall bc of thc cncloscd typc madc of closc-grained cast iron and shall bc balanccd. Thc impellcr shall
" be keycd with a stainlcss steel key and sccured to thc rnoror shaft by a stainless stecl cap scrcw cquippcd wi6 a Nylock or
other suirablc sclf-locking dcvicc. The impcller shall not bc screwed or pinncd to the motor pump shaft ana inUt Uc
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rcadily removable without the use of special tools. To prevent the buildup of srringy materiats, grit and other foreignpaniclcs around the purnp shaft, all impellers lcss than fult diamerer shall be trimmed insidc thc impcllcr shroud. Tireshroud shall remain full diametcr so that close minimum clearance from shroud ro volure is maintained. Both the end ofthe shaft and the bore of the impetler shalt be tapered ro permit easy rcmoval of the impcller from rhe shaft.
The pump shall have an adaptor providing a largc water reseryoir above the impetler to provide for posirivc exclusion o[air from the impeller. The seal shall be inside this area to assure lubrication. Pumps *'hi.h oo nor. usc hollow primingadaptors for positive lubrication of rhc seal will not be acceprable.
The pump shall be constructed so as to pcrmit priming frorn the low pressure area behind the impellcr. priming from highpressure connections tending to cause solids to enter and clog the priming sysrem, wilI not be acceptable. The priming
bowl shall be transparent ro enable rhe operator to moniror the priming level.
Thc pump shall be arranged so Gar rhe rotaling element can ersilv be removed from rhe volure without disconnecring theeiecuical wiring or disassembling the motor. impeiler. be,:khcrd or serl, so rhat rny toreign objcci mav bc renroved fronr
tJre pump or suctron line.
The pump shaft shall be sealed against lealiaee b;- a sinele mechrnical scal consrrucred so as ro be automatically drainedand primed each lime the pump is dr1rnecj anrJ prrmcd. \,\'ater w,hrch lubricares the mechanical seal shall be auromaticallvdrained from around the.seal if the pump loses prime. in order to allo*,borh rhe pump and the seal ro be drained. therebvpreventing freezing and breakage of the seal durine power ou13ses in sub-lreezin! ,.rnp.rr,rr.r.
Tre serl shall be oi ca-'bon and ccremjc rnrlcnrls ''r':rh rhe rre:ing surla;es lappcd ro a flaircss (oisrance cf one iighrband rhe rotaling ceramic shall be h:ld in mating posirion',rrth thc srrrronary carbon bv a srainless steel sprine.
MOTORS _
The pump i2o;ors shrll,bc rcrtrcrl-scliJ shrit. \E\1,\ [r-r,.:sc :qur,-:.:i-c::ic rnducrron trpe, surrrbie io, '..-;
phr-se iz a cycle' 1--:2 r'olt electrrc current. Thel'shall havg f1355 F insularion. insulation tempcrarureshall' howcver' be limited to Class B, The motors shall ha'e normal srrrling iorque and lo*-srarting current, as specifiedby NEMA Design B characteristics. They shall bc open drip-prooi design *,irh [orced air circulauon by inregral fan.Ooenings for vcnrilation shall be uniformly spaced aroun<J rhe moror frame. Leads shall be rerminared in a casr connecrionbox and shall bc clcarly identified.
The motors shall have l'15 service iacror. The scrvice factor shall be rescn,ed for thc owners protection. The motors shallno( be overloaded bcyond their nameplate rating, at the design condirions. nor ar any heai in rhe operating range asspecifi ed undcr Operating Condi dons.
The motor-pump shaft shall bc cen(ered. in relation ro rhe moror base, wirhin .005". The shaft runour shall noi exceed.003".
The-motor shaft shall equal of cxceed the diamerer specified under main ournp, . ar aJl points from immediarely bclow thetop bcaring to the top of rhe impcller hub.
A bcaring cap shall bc provided to hold the bottom moror bcaring in a fixed position. Bearing housings shall be providedwith fittings for lubrication as welI as purging old lubricant.
Thc motor shall bc fitted wiu hcavy lifting cyes or lugs, each capable of supporting rhe entire weight of the pump and
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Loveless, tnc.G
14040 W. Santa Fe Trail Dr.
Lenexa, Kansas 66215-1 Zg4
Specifrcation
Maictr,1998
Page 3
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motor.
CONTI?OLS
The conuol equipment shall be mounted in a NEMA Type I steel enclosure wir}t a removable access cover. Thc circuit
brealers. staner reset buttons, and control switches shall bc operable without removing thc access cover, for deadfronr
oPcration.
A grounding type convenience oudet shall be provided on rhc sidc oi the cabinet for opcration of 120 volt AC dcviccs.
Thermal magnetic air circuit breakers shall be provided for branch disconnect scrvicc and short circuit protection of all
motor conucl and auxiliary circuir. N{agnetic across-the-linc srarrers with under-voitage release and ovcrload coils for
each phase shall bc provided for cach pump motor to give positive pro(ecrion. Each single phase auxiliary motor shall be
equipped rvith an over-current Protection device in addirion ro t}le branch circuir breaker, or shall bc impcdance protecred.
.A.ll swirches shall be labeled and a coded wiring diagram shall be provided
To control the operation ol tre purnps with variations oi liquid level in rhe wer rvell. a minimum of rhree (3) displacement
switches shall be provided. A 30'cord shatl bc provided wirh each swirch. The cord shall have a corrosion resis1unr vinvljacker and bc mulri-srranded in order to prevent fatigue.
Cord gnps shall be located approximateiy 8" bclow lhe manwal' cover ro rhe w'er *,ell to provide for visual inspection and
adjusrment of rhe displacemenr swirches.
.A,n auiornatic aiternator x,ith manual srr,itch shail be provrded ro change the sequence of operat_ion of lhe pumps everv
eight hours. Alteinating the pumps at less ihan 8-hour intervals *.ill not be acceptable
ProvisiL'ns shrll rlsc t'c mede lor the pumps to operate rn pe-.allcl should the lerei in rhe.*ei rvell continue ro rise above
lne stajitng le.,'ei ior ihe iow level pump.
,//
){arcn wET wELL LEVEL ALARM (opnoNAL rrEM - cHECK rF REeuTRED)
An adjustable displacement switch shall bc provided to sense a high warer level condirion. The swirch shall hang inro *reu'er well and shall acrivar.c a conract to indicatc the high warer condirion.
VACUUM PRIMING SYSTEM
A vacuum priming system shail be fumished to prime the main pumps. Thc sysrem shall bc as sho*n on rhe vacuumpriming schematic and shall include two vacuum pumps, providing 100 pcrccnt standby. vacuum pumps shall havecorrosion-resistant internal components. The vacuum priming system shall bc completc wirh vacuum control solenoidvalves, prime level sensing probcs, float-operated chrck valvcs ro protcct the vacuum pumps, and all neccssary shut-ofTvalves as shown on thc piping schcmatic. Thc floar-operarcd check valves shall have a rransparent body for visualinspertion.
r
Thc priming system shall automatically provide positive lubrication of the mcchanica.l scal cach dmc a main pump isprimcd' To prevent exccssive stoPPage due to grcasc accumulation, no passageway in rhe priming systcm ttuoug-h whichthc pumpcd liquid must pass shall bc smallcr than the cquivatcnr of az-l/z- opening.
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LIGHTING
A nvin 3Gwatt fluorescent light
illuminadon for all arcas within
OSrnfi & Loretess, 1998
fixture and guard shall be mounted opposite the control pancl to provide adcquatc
the cquipmcnt chambcr. A manual switch located in rhc cquipment "tu-U". shalt be
I NG
Smith &
Loveless, lnc.o
14040 w. santa Fe Trail Dr.
Lenexa. Kansas 5621$1284
DHMffi,
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provided to tum thc lighs and ventilating blower on when the covcr is closed.
VENTILATING BLOWER
A ventilating blower shall bc provideci. capable of delivering (200 cfm) 40 air changes pcr hour, in the cquipmcnt
chamber. The blower shall bc rigidly mounted to the chambcr shell and shall discharge to itmosphcre as shown on rhcplans. It shall bc controlled by a percentage timcr ro providc essenrially' conrinuous ventilation.
SUMP PUMP
A submersible sump pump with close-coupled motor shatl L'e installed in thc sump. It shall bc rated IOOO GpH at design
head. A mechanical scal on the shaft shall exclude waier from the motor housing. The sump pump shalt be controllid
automatically by a float switch. It shalt discharge into rhe entryway ro rhe wer well through asreel pipe as shown on theplans.
MAIN PIPING
The pump suction shall be drilled and tapped for a 125 pound American Srandard flange for readv connecrion of thesuction riser' The discharge line from each pump shalt be fitted with a clapper-rvpe check valve and eccenric plug valve.
Size. location' and quantity ol check valvcs and plug valves shall be as shorvn on the pians.
The check valve shall be of the spnng-loaded type with external iever arm and an easily replaced resilient seat for added
assura.nce against vacuum leaks. Check valves shall have suinless steel shaft wirlr replaceatl. bron.. shaft bushings andshall be sealed with an adjustableTeilon seal. An opcrating wrench shall be provided ior rhe plug valves.
Pump suction lines protrucJing th;ough the floor plate shall bc welded righi ro effecr sealing betwcen rhe equipmcnt
charnber and the r',et well.
The iunl s'.aljon rn:nu[acluic:. sheli c.rtend llie ciping conn.ctions below in: i-ioor plaic.rt the factorv, so ttrar fietdconnccIicns can be medc *tthout dislurbing ihe gas-tight seals. The discharge prpc shali exir t}re sration through rhe side,
as shorvn on rhe drawings, and shalr be welded to the chambcrsheil.
The attached pump specification and checklist must b€ mct in total. There are many rcascns foi incorporating a goodpump specificadon' For examplc, thc stainless stcel shaft with rapcred impcller airachmenr is providcd to *irin1ircorrosion' extend seal life. and provide casc of impcllcr rcmoval and scal replaccment without rhc usc of a whccl pullcr.All items spccified are for long lifc, durabiliry and mainrainabiliry of the pumping equipmenr. Dcviarions from the pumpspecificarions will not bc allowei.
A checklist is also provided to insure that the proper pumping system is provided to rhe owner.
FACTORY TESTS
All componcnts of the Pump station shall bc given an opcrational tcst at tle pump surtion manufacNrecs faciliry to checkfor cxcessivc vibration, for lcals in rhe piping or seals and corrcct operation of the automatic contol and vacuum primingsystcms and all auxiliary cquipment. Lnstallcd pumps shalt take ruition flrom a decp wet wcll, simulating actual scrviccconditions.
The control panel shall undergo both a dry logic.test and a full opcrational tesr with atl systems opcrating. Facrory testinstrumcnation shall includc flow mcasuring with indicatoc compound sucrion gaugc; bourdon tubc Wpc dischargcpressurc gaugc; clecrical metcrs to mcasurc amperes, volts, kilowatts and power facior, spccd indicator and a vibromctcrcapable of measuring borh amplitudc and frequency.
Osnttrr&Loy€less. l9gg B ,\
-/
EERIN@iEil,TA
14040 w. santa Fe Trail Dr. .DP..eprn
Lenexa, Kansas 66215-1284 Y"t f,,
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Loveless, lnc.o
14040 W. Santa FeTrail Dr.
Lenexa, Kansas 6621$1284
SPARE PARTS
A completc replacement pump shaft seal assembly shall be furnished with each pump sution. The spare seal shall bc
packed in a suitable container and shall include ccmpletc installation iistructions. A spare volute gasker and seal gasket
shall bc provided.
INSTALLATION AND OPERATING INSTRUCTIONS
lnstallation of the pump chambcr shall bc done in accordancc with the written insrructions provided by thc manufacturer.
Operation and maintenance manuals shall be furnished; *,hich cover scrvice procedures for all of the pumping station.
START-UP
The muufacrurer shall provide the services o[ a factory-trained representative for a maximum period of one day on-site roperforril initiel start-up of the pur,rp station and to insiruct thc owner's operating personnel in rhe operation and
maintenance oi the cquipment.
WARRANTY
The manufacturer of the station shall warranty for one year from dare ol srart-up. nor to exceed eighteen months from date
of shipment, t-hat ttre stnic(ure and all equipment he provides will be free from defecs in marerial and workmanship.
Warranties and guarantees of the suppliers of various componenrs in lieu of a single source responsibiliry by thc
lv{anufacturer *'ill not be accepted. The Manufacturer shall assume primar/ responsibiliry for rhe warranry of rhe sration
and ail :ornponents.
In the c..ent a component fails to perform as sprecificd or is proven deiectir.e in service during rhe w,arranty period, uheIlanuir;lure shall rcpair or replace. at his discretion. such defecrivc part. He shell funhcr provide, without cost. such
labor as nay 'oc requircd to rcplacc, repair or modif.,- major componcnts such as the stecl srucrure, mrin pumps, rnain
Pump mctors and main piping manifold. After start-up service has been pcrformed, the labor ro replace accessory ttenr-s.
such es dre blow'er, priming pumps. alternaror, etc.. shall be rhe responsibility of others.
The repair or replacement of those items normaily consurrred in servicc, such as seals,
considered as part of routinc maintenance and upkecp.
grease, light butbs, erc., shall be
It is not intendcd that the Manufacturer assume responsibility for conringent Iiabilities or consequential damages ol any
nature rcsulting from defects in dcsign, matcrial. workmanship ordclays in delivery, rcplaccmcnt ororherwisc.
MANU FACTURER'S INSURANCE
All equipmcnt manufacturers, eithcr direct or subcontractors to thc gcneral or mechanical conr.racrors, SHALL ttAVE in
CffCCt At TIME OF BID, CONTRACT AWARD, CONTRACT PERFORMANCE, ANd WARRANTY TERM, PRODUCTAND COMPREHENSTVE LIABILITY INSURANCE INCLUDING 6UDDEN AND ACCIDENTAL POLLUNON
COVERAGE in thc amount of FIVE MILLION DOLLARS, $5,000,m0 through an insurancc company with a minimum
rating of A+ (SUPENOR) Xv according to thc BESTS INSURANCE REPORTS. All policies musr bc wrinen on an
oCCURRENCE BAsIs. Policics written on a cLArMs MADE BAsls are nor ,.."ptb1". The CERTIFICATE oFINSURANCE atcsting to the specified coverage issucd by the rcsponsiblc carrier namini rhc ENCINEER OF RECORD
and thc OWNER as ADDffiONAL INSURD, must bc prcscnicd to the namcd addirional insurcd prior to bid and
contract award. A FAILURE TO COMPLY with this requiremenr BY THE BIDDER wiil rcquirc DISeUALIFICATION
of thc BtD and CONTRACT AWARD,
osnilh&Lo/el€ss. 1se8 E (} 3
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I Fom No.04{G593
Rdts.d 6/98
Warranty Certificate
SMITH & LOVELESS, NC., Lenexa, Kansas, manufacturer of the Factory Built Pump Starion warrants all
components except single-phase motors to be free from defects in materials and workrnanship for a period of
up to one year cornmencing at the time the pump station is placed in operation by SMITH &
LOVELESS-authorized personnel, but in no event is the pump station warranted for longer than l8 months
from the date of shipment unless extended warranry is purchased from the manufacturer. This warranty is
conringent upon staft-up of the equioment by SivtlTH & LOVELESS-authorized penonnel, and T]IE
\\'.{RRA.NTY wlLL BE VOIDED IF ST.A.RT-LIP IS PERTOR}v1ED BY ANYONE ELSE.
SNIITH & LOVELESS will be the single source of responsibiliry to the o',rner for the u'arranr) of the pump
station and all components provided by'SivllTH & LOVELESS excepr single-phase morors.
Dunng the warranrv* penod, if any part other than single-phase motors is defective or fails to perform as
specified *'hen operating at design conditions and if the pump station has been environmentally and physically
Drotected prior to start-up and has been installed and is being oper-ated and maintained in accordance with the
rvrinen instructions provided by SfvtlTH & LOVELESS, SIvllTH & LOVELESS will repair or exchange at
our discretion such defective pan iree oicharge. Detectrve pans must be rerumed by the owner postage paid
to S\llTH & LO\ELESS, iiso requested
\\hr'n covereci b.v the abore r,rarranry. SlvllTH & LOVELESS u'rll proride.'*'ithout cosr to the owrer, such
laborasmay'berequiredtoreplace.repairormodi['thefollosrng.butncother.majorcomponents: thesteel
slrucrure. pnncipal pumps, suction and discharge pipine and valve assemblr E.rcept tbr labor provided by
Si\,{lTH & LO\ELESS under the preceding sentence. the cost of labor and anv other expenses resulting from
replacement of detectire pans and liom installatlLrn of pans rumished under this $'armnty shall be borne by
Ihe ouner.
S\liTH & LOVELESS wtii not rssume responsibllrry' ror the cost oi anv repairs or aiterations made to the
pumr station strucrure or rts components unless S\llTH & LOVELESS has giren speciirc rvrinen authoriw
there ior.
Thc :r-piac.'m!'ni .r.:-Farr.)t'ilis no;inlllv consu:'r.,ed ln scn'lcc. such ts luiri,serls. ireht bulbs. orl. grease,
oackrng. \'-belts. etc. rs consr.iered pan of routine marntenancc rnd upkecp rnd such parts are not eligible for
i'.p3ir or er;hange rtee cI chJrgc undcr thrs rvari?nt]'.
S|UITH & LOVELESS makes no other warranty expressed or implied and SPECIFICALLY DISCLAIN{S
ANY IMPLIED WARR{NT1, AS TO THE }VTERCHANTABILIT}' OF THE FACTORY BLIILT PI.MP
STATION OR AS TO ITS FITNESS FOR ANY PARTICULAR PURPOSE. SMITH & LOVELESS is not
responsible for consequential or incidental damases of any nature resulting from such things as, but not
limrted to, delects in design, matenal. workmanship. or dclays in delivery. replacements, or repairs.
The waiver or abndgrrrent of anv single provision or qroup of provisions, elther by rulrng or agreement, shail
not be construed to alter or void any other provisions of thrs warranty.
p.c.05,06,07,08,09, 10, ll, 12. 13, t-1, t6,25,26,27
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DESIGN FACTORS: NOTES ON FORCE
MAIN DESIGN
Under certain unusual conditions, the wet ,,vel! mounted
pump station force main requires speciai provisions to
prevent loss of prime olthe station.
The station has trvo rubber-seated check valles in the
discharge piping. These valves must be seated airtighr
*'hen the vacurun prxnp comes on or eise the vacuum
p"rnp u"ill suck air tfuough the check valves and the
station "+ill not prime. For rnost installations this is not a
problem; if rve have a lorce main. such as sho',\l in Fi5.
I. *here the iorce mun is r'ri ;onsiJerable leng&,
(approrimateli l-10 teet). there is a staric head on the
c:'leck valres. anJ a lr.ge vollr-'ne ol sr-'*age in the tbrce
mc.in. Srnce the iorce marn runs uohill. the se*'aqe
c3nnot ilorr out of ihe torce atain. a:id rhere is a static
head on the check rai'.es le'r keep them seared. If there is
some se\!age leaking back throueh the check ','alve. the
iengrh oi rire tbrce main creales enough capacitl that it
,.aJies a considerable length oi time tor the sewage to
&ain back through lhe check ralre and crear.e a loss of
pirre con,lition. Sincs thc' i-or:e ma:n is long. we also
hare the 3\tvanuge that lhc se\\':r!e tlouing back *uough
'Jie check valve intr,r'.he r'''et',rell *-ril reilll the r,"et well
and bnng ihe oump on hetor: the iirrcc ::rain is emptr
Theretbre. u hen *e har c a long torce nrain nrnrung
uphill as sho"rn in Fig i.'.rs do nor have a pnrnlng
problem because oi air being sucked d.rough rhe check
valves.
station, as shown in Fig. 2. we can have a priming
problem.
If tire tbrce rrain is less than approximatell l50 feet
long. there is not much rcssr!'e capacity in the tbrce
main. [f one of the discharge check valves is allor,ring the
sewaqe in the tbrce main to seep back into the u'et *ell,
it is possible that the tbrce main will emory back into the
w'et r*'eli bctore the [eve[ in the r,l'et w'ell rises to bring a
pu.mp on. Since the check valves do not seal against air.
the pump loses its prime. and when the vacuum punp
comes on to pnme either pump. it sucks air through the
check val',e and cannot prime the pump.
To prevent this problcrr. \'!e rec\rn'Jnencl installing a
third check raire in the commcn ;ischarge irom the
st3tion. This cneck r alr e shoulJ re instalied in the
horizc.ntai run oi pipe insiie the ',ret r"'ell. The check
valve is shipped loosc. and rs installed in the torce marn
b1 the installine contractor. The reason tor the thrrd
check valve is that this rir:s s double checkine action on
both pumos
lt is rcr; unlrkeiy- that coin check rarres i,"rll oe hung up
()n a mrro Stflr1s r-rf precc,'i paper ll ihe sanre lime. thus
crcatinc I i,..Ss .rt'prrrnc
\!e can aiso hare 3 pnrnln.t prtbicnr ri,,ie hare a long
force mlin r-rnning lgr"illhiil ii,rm lhe jtJtir)n ir.i showlr in
Fig. j. tn this npe oi installation. afier the pump shuts
off, the torce main empties out by- gravi+', dlorring air to
get on the force main side of the check vah,e. Here
again, the pump loses prime, and when the vacuum punp
comes on and rries to prime the pump. it sucks air
through the check va.lre. To Drevent ti:is from
happerung. we recommend that the force main be
installed uith the last 50 ieet of pipe running uphill, as
shown in Fig 3 The inven of the outfall should be at
least two pipe diameters above the lorr point in the force
main. This creates a water trap. and when the pump
shuts o[f. air cannot get into the force main. allowing the
contents to empty out by gravir,v. If it is not possible to
run the tast 50 feet of torce main uphill. as shown in Fig.
J. then an elbow can be installed on the end of the force
main to create the sarne $'ater trap effect.
The installation showr in Fig. .1, a shon force main lless
than 100 feet) mnning downlull hom the sation also
crcates a possible priming problem. Here we have the
possibilir-'" of both the force main empr.ving out by
,\ s]_a r:ilt
When we have a short tbrce main running uphill from the
ENGINEERING DATA
Smlth &
Loveless, lnc.@
Notes on Force Main Design
DesQn Faclors
Wet Well Mounted Pump
t41140 W. Santa Fe Trail Dr. Stations
Lenexa, Kansas 6621s-l284 June. 1998
Page 1
O SMITH & LOVELESS, INC,, 1998 B c
INSTALLATION
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Your Smith & Loveless, Inc. 2-Pump Wet Welt
Nlounred Pump Station is a complete, factory-built
unit. Every mechanical and electrical equipment item
has been tested by acrual operation on our test floor in
Lenexa, Kansas. USA. Your pump station has demon-
strated proper operation and is r:ady. for use.
ELECTRICAL POWER
WARNING Disconnect and lockout
power before pertorming any electri-
cal work. Failure to do so could cause
shock, serious bodily injury or death.
Lack of electricaI services can create long delavs in
completing an installation. Theretore, notit-v the elec-
Incal ;ontractor 3nci'or the iocal ,o\\,er compenv. u.ell
in a;',:n;e oi in.' a;iual necd IL,r ei.cinJal scn ice.
ELECTRICAL SERVICE REQUIREMENTS
The basic 2-Pump Wet W'eil \{ounted Pump Srarion
rvith slandard componenrs reeuires a i-phase. 60 cy.cle
po,*'.r supp[.v pius a 120-roit. srnele ohase. 60 cycle
conrrol circuit supoly. A ,.reaiherproLrl tused discon-
neci srvitch ma1. be prL)\'ided tor the slatlon pc\\.er
ser. i;: and a separatc w'ealherpr!1()t- :u-ied disconnect
sx itcr ior the sintie phase sen lce. c'\icpt ,,r.here _1-
pitase. -l-"r'iie, ll0 r.,1t Dittsc io tiurlili s.r-\ ice or .r
srngie phase translomrer rs prt-,r rtled.
Where a single phase rranstorrner or one phase leg o[
a 3 -phase,4-wire.serv'ice is used ior rhe au.rrlrary single
phase potential, the fuse and wire size of that phase leg
must be checked and increased ro compensate for the
auxiliary load, if necessary.
Make absolutely certarn that the v,oltage tiom that
phase to ground is in rhe range of I I0-volts ro I j 5-volts
belore the acrual circuit breakers are energized. The
neutral of rhe 120 volt single phase supply musr be
sotidly grounded externally of the station. A conduit or
direct burial cable installed in accordance with the
National Electrical Code and/or local codes must be
supplied from the disconnect swirch, or switches, to the
connection on the station. Wire of adequate size and
insulation must be supplied from the lused disconnect
switch to the solderless connectors in the controlpanel.
I nstallation I nstructions
Page 3.'t
CONNECTING ELECTRICAL POWER
The station is provided with a conduit coupling con-
nection through the base plate. Power should be
brought into the station through this connection. The
three 240 or 480 volt power wires should be connected
to the three terminals marked Ll. LZ and Li. If a
trrnstormer is not provided in the starion. rhe 120 volt
single phase connection should be made to the properiy
marked terminals.
SYSTEM GROUND
The system must be grounded at the sen.ice entrance
sr,.'itch in acccrdance u'ith the Nationai Elecrrical Code
and/or any local codes and a suitable sround conductor
carried to the ground connect in the pump sration
control panel
Thc lollo*'ing table is provided for vour convenience
rn selecting the proper srvitch, tuse and *'rre sizes ior
the electrical sen'ice to the srarion. Selecrions should
be veritled by a local regulatory. aurhonry- before
installation ol rhe station.
ELECTRlCAL SERVICE DATA
\lain Pume
\{ertor Size
ir.:ieti ilP T.rrll Si:ii.rn FLril L..eu .\\lPS
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Each
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t-li2
2
J
5
?l1i - L. !
r0
i5
20
25
_30
40
50
160 \'olt
76
9.)
I l.J
14.5
10.7
1Q ,
-o.l
35 r
50.9
64.4
80. I
936
120 6
i500
208 Volt 210 \',.'rit
17.6 15.3
21.8 t8.9
25.9 ?2.5
33.1 28.8
11 .7 -il.4
65.i 56 7
80.8 i0.2
I i7.0 101.7
148. I 128.7
190.4 160.2
2r5 3
]_r,,
.-lssunting 3 KVA Load For Conrrot,
NOTE: Refer ro applicable starion drav ing for size of
e lectr ica I co ndu i t connecl io n.
I 2-P!m0 Wd waI lrrouoreo Pmo Slattr v 2 Sm{h & Loveless, lrc
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PRIMING LOCK LOOP
.A.nother solution that is suitable for an;- of the problem
force mains described previously is a priming lock loop.
The pur.oose hcre is to florm a rerurn loop in the force
main, either inside or just ouside the wet well. The
bonom of the ioop must be below the low level "Off'
elevarion (see Fig. 7). This prevens the entire contents of
the force main irorn returning by gra"'in to the wet well
if the check valve does nol seat. There *ill still be
enough liquid in the pipe to prime the pump. On force
mains that run horizontal or do*nhill from the station.
i.he last terr teel of the tirrce main shoulC run uphill to
creale a \\aiir trap erTect in the force nrain.
ENGINEERING DATA
Smtth & t4(xo w. santa Fe Tralt Dr. stafions
Lovetess, lnc.@ Len€xa, Kanras 6621$1284 {une. 1998
Page 3
N&s on Force Maln Derifn
Deaign Fadore
WetWellMounted Pump
tq.l
o sMrTH & LoVELESS. rNc.. 1998 |E!e 3 r5l
l!u, iraTrcH
tx€at oaT!
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INSTALLATION
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See the nameplate diagram for proper connection
to 208, 230 or 460 volts. To reverse the direction of
rotation of a 3-phase motor, interchange any two of
the power leads. For operation of 230 volt motors
on 208 volt networks (when designatcd permissible
on nameplare), use the amperage at 230 .,,olts for
selecting overload protecti,''e devices.
A) (Optional) Wet Well Levet Controts
Displacement Switch
Please refer to the Engineering Order to deter-
mine if your pump station has a Displacement
Switch.
The lift station is provided u'rth displacemenr swirches.
These initiate rhe pumping cvcle Install the lorv-ler.el
disoiacement s'.r'rtch so that it han'ls a n-:rnintum of ll"
abL..!e the bott.rm of the suction pipe. The "LL On.,'
"HL On" and "SL On" displacernenr s',r'itches shall
then be adjusiei sr: they are rhe tiisran*--e abore the
bomom c'rf the suction pipes per rhe requiremnrs. To
adjusr the elevaiion of the switches. loosen rhe cord
gnp nuts insiie rhe station and raise cr low.er to the
proper Ier el. .{.iditionaldisplacemenr *.eirches mav be
provrded tbr the rlarm n-rncrions Adjr_isr the ler.els a-s
required to obtain the desired on.'off oneration
(Optional) Wet Well Air Bubbter Controls
Please refer to the Engineering Order to deter-
mine if your pump station has an Air Bubbter
lJUl lLl Ul.
The lift station is provided with an air bubbler control
system w irh pressure srvitches set to start and stop the
pumps per the requirements.
Install a l12" pipe in rhe coupling prorruding through
the station base. This pipe should be cut 6,, above rhe
end of the pump suction pipes and distanced as far
away from the suction lines as practicable. Support the
lower end of the pipe to prevent breakage if necessary.
CORROSION PROTECTION
Standardly, the Smirh & Loveless Inc. Wer Well
lvlounted Pump Station is finish coated at the lactorv
prior to shrpment. However, it is necessary to paint
over all nicks and scratches and any field welds or other
?.P69 tYer Well l,{ounlso Pump Statoo . V 2
WET WA
lnstallation lnstructions
Pag€3.3
exposed areas before completing the installation. A
container of Versapoxo epoxy paint is provided with
the station fcr this purpose.
CAUTION: Versapoxrepory paint can
cause extreme irritation to areas
touched with skin. Read the Materiat
Safety Data Sheet and the instructions
for its proper application prior to using.
lnstructions are printed on the con-
tarner label.
ELL VENTILATION
DANGER: Do not enter wet well. Be-
fore entering, test for explosive atmo-
sphere. Test for oxygen deficiency:
suoplv iresh air to work area. Failure tc
do so could serious bodily injury or
death.
REMOVE DEBRIS FROM WET WELL
CAUTION: Pumps damaged by the ingestion
of debris and trash are not covered by
w arranly.
.\il trash and, debris ::rust be removed liom rhe up-
iiref,i-ri nrenholes tle:,::: piacrng the st:tio:l in sen ice
This incluries eli c.rnsrrucrion ry'pe remnanis such as
surve)'or stakes. re-bar. bricks, rags, construction ma-
terial w'rapprngs. erc., as wellas normal domestic trash
iiems.
DANGER: Do not enter wet well. Be-
fore entering, test for explosive atmo-
sphere. Test for oxygen deficiency;
supply fresh air tc, work area or death.
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SMITH & LOVELESS ENGINEERING STANDARDS & SPECIFICATIONS SYMBOL
41420TITLE MOTOR STARTER C_H FREEDOM SERIES I.T.C
SHE T 1 OF 1
DATA PROCESSING DESCRIPTION STARTER C_H IEC SIZE l=4PLOT
SCILE UNIT OF MEAS.I EA
BY P. S:\^', lrlLE 41420-SUPERSEDES N96-80 3/97 REvrstD N96-26 11 /97
(- UOUNTING HCLE
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I a. MAGNET corl voLTAGE: 60 HZ., r 20 voLTI C. I NO SIDE MOUNTED AUXILARY CONTACTI o. r No AND 1 NC ovERLoAD coNTAcTSI r. LoAD AND LINE TERMTNAL LUcsI r. MouNTING PLATES: FoR D-E GJ21MP5: FoR G-K cJ2lMP4
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4L421TIILE MOTOR STARTERS C_H FREEDOM SERIES NEMA
SHEET 1 OF 1
DATA PROCESSINC DISCRIPTION MOTOR STARTER C_H NEMA PLOT
SC^L.E 1 I uNtT OF MEAS.I EA
BY ARLA BENEKI SUPERSEDES NEW. N96-80- -3i97 RIVISED
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ORAWN BY:
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APPI/O 933* N68-257 [O .-',n & LoYcrG3s' rnc' *g6s-sf,
THE O€S]GN AIO OETA|L OF THIS OR^WING |s THE PROPERIY OF SMTTH & LC^/ELESS. INC.
^}.IO
IS NOT
TO BE IJS€D EXCEPI' IN @ilNEgNOTT WITH O.,R IVORK. O€SIG}I
^NO
TNVENTION RGHTS ARE RESERVED.
OUENSIOI|S ^RE
IN INCHES UNLESS OTHERIYTSE NOIEO.
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HEATER . WALL MOUNT. I20 VAC. SOO WATTSOATA PROCESSING DESCRIPTION
TITLE
SYHEOL
4 L364
sxEET I or l
UNIT OF MEAS
HEATEF . VIALL MOUNT€O, 120 VAC, SOO WATTS
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7 130 PH6 I 500 'r 20 1707 I | 6L3s.
OVERALL OIM:NSIOIiS
LENGTd - l7 5/8"
OEPTH - 5 5/8"
HEIGHT - Z 3ft"
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sxE ET t or?
TITLE
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2Lr53TITLES & L CHECK VALVE WITH SPRING LOADED LE\GR ARM
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SI ZE
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2L153E 4" LH.
6-718"2-114'3"2.71'15"5-718'6-3/ 1"
2L153F 4" R.H.
2-LL53G 6" LH.
v314"2-314"+314']+.'t1132"7"7-1/4'2LI53H 6" R.H.
NOTES: 1. VALVES TO 8E ASSEMBLED PER s & L DRAWINGS AS FOLLOWS:
4" VALVES .56D10
6" VALVES.56D11 I
2. SEE SHEET 2 FOR 4" VALVE REPLACEMENT PARTS.
SEE SHEET 3 FOR 6" VALVE REPLACEMENT PARTS.
3. CENTERLINE OF CLAPPER MUST 8E CONCENTRIC TO VA.LVE :O_ITING HTTIIIN L / L6':
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VACLIU M PUMP
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FILTER BODY
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IL4IOE I BOWL GUARD
IL4IOB -FLOAT BALL
11333 ,, CHECK VALVE
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ur. f[.:i-'' 97A76:.fi*N70-70
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No.Description Smith & Loveless
Part No.
I Body - Cast lron 55C26/A
2 O-Ring Neoprene 55438B
J Arm - Brass 55A33/A
A Clapper - Brass 55829
tr Bolt,Shoulder-SS 6L,1B4B
6 Pin - S.S 2L153C-12
7 Shaft, S.S s5834/C
B Bushinq - Bronze 55A35
I O-Rinq 21153C-9
10 Arm - Steel Bar 55A37
11 Pin - S.S.21153A-11
12 Eye Bolt - Galv.6155N
13 Spring S S 1 1 1104M
14 Pipe Plus 1 L69B
15 Eye bolt - Galv.6155M
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SMITH & LOVELESS ENGINITRING STANDARDS &. SPICIFICATiCNS SYMBOL
I
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2t120
TRANSITION COUPLING SHEET 1 OT 2
UNIT OF MEAS
DATA pROCESSING DESCRIPTTON I COueltHC tnnNstltox I Siii r : I
SUPERSEDES N93-20 REVISED N95-42BY ARLA BENEKE
Smith & Loveless
Part No.
Nominal
Pipe Size
Application
2L120A 4 D ToD I
211 2OAA 4 D To STL & PVC
2L1208 6 D ToD.l
2L1 2OBB 6 D.To STL. & PVC
2L120C B D ToD.l
2L120CC I D To STL. & PVC
2L120D 10 D ToD.l
211 2ODD 10 D To STL & PVC
2L120E 12 D ToD I
211 2OEE 12 D I ToSTL &PVC
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SMITH & LOVILSSS INGINiIRING STANDARDS &. SP:CIFICATIONS SYMtsOL i'' 21120
TI TLE
TRANSITION COUPLING SHEET 2 OI 2
DATA pRocESSTNG DEScRrpTroru | coueunc rRaNsrTroN I 3:?i, 'r : l uNrT oF MCASI EA
BY ARLA BENEKE I sueenseors Nsi-20 | aevrsic N95-42
Smith & Loveless
Part No.
Nominal
Pipe Size
Description
2L120A-1 Aa Couplinq (Less Gasket)
2L120A-2 4 GasketforD I Pr
2L120A-3 4 Gasket for Stl & PVC
2L1208-1 6 Couplinq (Less Gasket)
2L12AB-2 o GasketforD I Pipe
2L1208-3 b Gasket for Stl. & PVC
2L120C-1 I Coupling (Less Gasket)
2L120C-2 B GasketforD I Pipe
2L120C-3 B Gasket for Stl & PVC
2L120D-1 IU Couplinq (Less Gasket)
2L120D-2 10 GasketforD I Pipe
21120D-3 10 Gasket for Stl & PVC
2L120E-1 12 Coupling (Less Gasket)
2L120E.-2 12 Gasket for D. l. Pipe
2L120E-3 12 Gasket for Stl. & PVC
R'9LACIM:\'i PARTS
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lSYMBoL 21148
TITLE 6, THREE-WAY PLUG VALVT L
I snrrr r or z
DATA PROCESSING DESCRIPTION VALVE, PLI,JG 6 I +:l i =8.coo [uHrr or uees.l a
BY ALEX SUpERSEDES N84-12 03/84 | nrvlsrc \9: -45 09/95
-1 715/i6" l-'- 13/16"--_-.1 \r, l-t"-I i I t.,' I
tiArNmll,,{\=lI ir-- r -1lHl* r___,2i.i ll5/B #- llt_lp r;+<7, ltir,,'r,u" #J-VAL,.,.-ivirr' )a-;r-[i i j- 'l f , rsi. 'cii'l; ,-I+-- + l-., U\
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(2) 3/4" DtA TAPPED HoLES 1
TOP AND SOTICM OF FI-ANG5 \,
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(r/P I FLANGES)
tL---_Jl
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POSITION 1
L_---__Jlt!
POSITION 4
L---Jl tL--Jtufi
POSITION 2 POSITION ]
VA.VE POS:TIONS
iOP vtEv/ (RtF)
NOTES.
VALVE TO BE SEMI_STEEL BODY, NEOPRTNE
BEARINGS, AND BUNA PACKING.
VALVE LEVER TO BF POSITIONED AS SHOWN
PostTtoN (eosrrton tto.z)
PLUC FACING, STAINLESS STEEL
WHEN VALVT IS IN OPEN
SMITH & LOVELESS ENGINEERING STANDARDS &, SPECIFICATIONS SYMBOL
2Lr 48TITLE 6" THREE -WAY PLUG VALVE
SHEET 2 OF 2
DATA PROCESSING DESCRIPTION VALVE, PLUG 6 !i:t r:8 UNIT OF MEAS.I EA
BY P.SEYY SUPERSEDIS N91 -45 03/84 REVTSED N97- 17 B/91
I ill'?JtRENcii
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\.-11ffit rt-] f- r I -LL-J_,-ll*lll
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PART NO. .21'I4BM
NOTES:
1. PART MANUFACTURED BY MILLIKEN. THEIR PART NO. 6" 604 E1 STYLE
2. VALVE TO BE SEMI_STEEL BODY, BUNA PLUG FACING. STAINLESS STEEL
BEARINGS, ANO BUNA PACKING.
3. ' INDICATES SPECIAL DIMENSIONS FOR ORDERING VALVE.
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4L202TITLE QUICKLAG C THREE POLE CIRCUIT BREAKER.IO,OOO AMPERE I.C. THERMAL_MAGNETIC BREAKERS 240 VOLTS AC SHEET 1 OF 1
DATA PROCESSING DESCRIPTION CKT BKR Q/L 3POLE AMPS lHL 1=2'667 UNIT OF MEAS.I EA
Bv P S[\,- | ilLS 4L202_SUPIRSEDES NB6-40 5/86 RtvrstD N96-26 12/97
r" - II-l CONNECTOR LISTTD FOR:
15-30 AMP #14-8 CulAL
-CO_ l CC AMP #6_ ] C.J/AL
CONNtCiOR LiSTtD , OR.
1tr-20 Atvl,o gi4-lc cta,,/A-
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fias safety tlp-over sr.'lEch.
SMITH & LOVELESS ENGINEERING STANDARDS & SPECTFICATIONS
De',e P:oc. Desc:'1pt!.o;t !-EATn, H/FAN & l:flr.ST Irc \eC
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.ITL E
H,EATER rllFAI - TEURHOSTAT COITTROLLED (BEPIACD{E}iT PAXTS)
0esl
2
6
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EI.TF.. W,/S'.0:.; taoyDa'"e Prcc. Desc:lotion
REPATR PANS
s&L
PAST
NO.
DESCRIITION
4L84 - 1 Hocor for fen - +t0I-1052 Type JB - 181.1.
4L84-2 Thertoosrar SrJicch Perc. - #aozosq
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METER, RUN TIME , If/RESETOATA ?ROCESEIXG DEECR IPTI OI{
sYltS0L
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U.L. & C.S.A. LISTED
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(5 Ploces )
PANEL DRILLING..DETAIL
NOTES:
INDICTrTES TIME FROM 0.0 TO
L&L pART 119. ar,lqBB
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4L402
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TRANSFORMTR_SINGLE PHASE, DRY TYPE 6OHZ, INDOOR/OUTDOOR SHETT 1 OF 4
DATA eRocESSTNG Dlsclq1oru | rnerusFoRMER I +:t 1:8 JNIT oF ures.l rn
BY P.SI\^/supERSEDts NBs-70 12/Bs I nevseo N97-20 4/98
PART NO.KVA MFR,S. NO.I'/PE v0LTS/AC WI
LBS.DIMINSIONS
4L4C2A Y',> dtl ND 240/480 rO i20/240 40 SHIET 2
414028 2 9I5181J OB 240/480 rO 120/240 60 sr-1tET 2
4r4C2C 1 /1 -o;5 j BB CB 210/480 rC 120/24A ib SHttT 1
4 1402D J 91218157 QB 208 TO 120/2+0 60 SI-IEET 2
4r-4C2 5 5 9r2131004G2 QMS ua/18a r0 120/24a 102 SHEET J
41402 t 7 -1/2 oTr' 21 nnq/:?OMS z4o/4Bo Ta 120/240 140 SHIET ]
41402c 9=2'3 1 006G2 OMS 240/480 TC i20/24a .,72 SHETT 4
4L402li r5 9i2rtsg10J QMS 24A/480 IA 12C/240 255 SHTTT 4
NOTES
1 MiGR. GtNtRAi- E-tCiRlC iT WAYN[, tN 468C 12 Sii 9519 T TO Sii-tCT DROP:R FUSE.3 [,jst RtriRiNCt NUMBIP 41371_4 :-S[ ;CLDtR RtiaRt\Ca \].MBfR: aLJ95
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SMITH & LOVELESS ENGINEERING STANDARDS & SPECIFICATIONS SruBOL
41402
TITLE
TRANSFORMER-SINGLE PHASE, DRY TYPE 6OHZ. IIIOOON/OUTDOOR SHEET 3 OF 4
DATA PROCESSING DESCRIPTION TRANSFORMER +:t r:8 .JNIT OF MEAS.I EA
BY P.SE\^/SUPERSEDES N89-70 12/89 RtvtsED N97-20 4/98
1 5/32" )
DIA. 2 HOLES
FOR LIFTING
\- (4) MTG. SLoTS
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DIMENSIONS 7 1/2 KVA
41402F
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DIA. 2 HOLIS
FOR LIFTINC
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TITLE
LOVELESS ENGINEERING STANDARDS
SOLENOID VALVE, 3-WAY, N,/C.
& SPECIFICATIONS
S.S.
SfMBOL
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SHEET I OF 2
DATA PROCESSING DESCRIPTION vALlE SoLENOID 5-wAY N/C PIOT r - .rsoltE I . I JNIT OF ME^S.I EA
8T ARL.q BENEKE SUPERSEDES N96-13--2/96 REvtsED N96-80--3/97
CTNERAL PURPOSE VALVI
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DESCRIPTION
MFG.
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VAL\E
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'rL406C 1/50/240 v soltNotD VALVE 744'.I 4-01 36 SCHRADER
1 1406W VAL\E SLEEVT WRTNCH v0-233 SKINNER
r 1406- r REPr-ACEMENT CotL 1 /60/12O 74000*7145 SCHRADER
v563'l -F24 SKINNER
r 1406- 5 REPI-ACEMENT COIL 1 /5O/24O SCHRADER
SKINNER
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SHEET 2 OF 2
IATA PROCESSING oESCR|PION VAL\E SOLENOID J-WAY N/C PLO,t.tsDttE '! ' 'UNIT oF ME{S.I EA
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1 L406BW SLEEVE VALVE WRENCH u99-Q'i1 SKINNER
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AGTUATFTOL Microtel Series 1000/Real Voice
The Dialer/RTU that Digitally Records Your own Message with FAXIALK
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tr.licrotel, the ieader in electronic monitoring systems,
has deveioped ihe uiirmate in clialing alarm moni-
tors- You ac:::.:1i.. t:il ':e slsie:-:i ,vhat io say when ii
cails. Each,ria,'::r':'as,,:?-: s s;cker into the system
lhen diq,:,:,,.,: l:,.j rra^',t' :ec \1?ssages can use
aa\ \vor.:i ' .l -i.i - rnl iar include advisory
I : ^'.:"::lrnUnCiatiOn.
The Series I000/Real Voice can be housed in a
NEMA 1l rateC fiberqi.:ss enclosure with locking
stainless steel h.r:C"..rrr rrd ga-rkets to prevent mois-
ture and corro!rve s:rir:i:nCes from damaging'the
system. Iire sr tli-'in i:.d\' also bc panel mounted
allowing ior a varietv t:i instailation options.
The Series lOOOA.eal Voice permits the user to specify a
plug-in module for each individual channel to be mon-
itored. All channels can Lre either DICITAL inputgout-
puts or.{NALOC rnou's;outpu6 With various roltage
and current options avari.rtrle. users can now qrclgl 3
dialer factory configureC to rnterface with virtually all
existing field ,nstrumcnutron No more expersiw irstrr-
nrent replacement or calibration needed.
. MONITORS ONE TO FOUR INPUT/OUTPUTS
PLUS POWER FAILURE---rnonitors multiple fauls for
the entire site.
. USES LOW COST DIAL-UP OR CELLULAR
SERVICE---Ihe most reliable, cost effecti\€ communica-
tion method.
. COMMUNICATES IN VOICE, FAX OR DATA VIA
INTERNAL MODENl.
Each VO channel has i(s ovn lndependent Teleptone
Calling List from a ,\4aster Telephone Dircctory-Tl-re use
of a FaxA/oicd,\1oden^r0ata-Purno allcms direci tele-
phone or cellular ccmmunication to iax machines,
ans'vering maiines, digiui or roice radio pa8e6, or to
compute6 Dirg: rnteriace to PCLs (Prqrammable Logic
Conirollesl .r: lSlll -( r35 ll's is:ror" au'ailable.
The Microtel series 1000 Real Voice Dialer/RTU is pr+
grammable either locallv rviih a touchtone telephone or
laptop computeq or remotely from any touchtone
phone or computer Svstem integriry* is protected by
three le''els o[ securiri' A local printer port for logging all
functions is sundard.
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The Series l00O offen full funaion Call Progress
Decoding. The system detects and reacu to dial tone,
paging q-r"ro, hr*.n answe( busy and accumulate
rings. No more rrrasted time giving messages to an
unanswered phone.
its"Ssnres 1OOO
frFi'' :,
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- Environmental
Irmff-
Surge
T T::",
, Power requirements
] iil?"*,fff;::.n,me
! 3|I:^T:",
wetgnt
-10'F to +130'F
90% RH, Noncondensing
2500 V. Per ANSI C37-9OA-
1974, common and differential mode
per FCC part l5C
l2 vDOl20 VAC, 5ry60 Hz. l0 Watts
5mA per drannel
l2-1 8 hours typical
l-9999 seconds
l l'x l0'x 6'
l0 lbs.
Flange mount 4 poinB
NE^,{A l2 std., others optional
FCC Registration Number
ElF6M6- l 4699-AL-E
l6 numbers, 50 digis each,
per fault
Loop disconnecB, l0 pps nominal, or
tone, 6J Fax. modem-selectable
Programmable. I to 99 rings
I minute to 100 days
Tone or callback
I to 99 minures
Per FCC pan 68
Standard
Standard
Normailv opened or closeC, analog,
setpoint selecrable. programmable
I to 9999 seconds
6 seconds. selectable
I seconds. selectable
Nonrolatile mefirory
Local telephone, Laptop or SIM
module. or remotely from
telephone or PC
Off hook sutus
Vocal status of all iault conditions.
station identification. and
acknowledge response
Msual indicators Fault chaonels
Run latus
lncorning call
Forer on
Off hook
Po,rrcr Fail
Options
Tone generator hnel mount
Additional pourcr and telephone line surge pro(eclion
Remote Microphone, Various NEMA Cabinets
Typical Applications:
Remote pump stations
Unmanned oil fields
Creenhouses
Refrigerated storage areas
Level control
Pressure
Temperature
Vacuum
Leak daection
pH Monitoring
Fire
Equipment malfunaion
Flow
Residual
weight
Power-unmanned substations
HVAC
Computer Rooms
Fuel Storage
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Mounting method
Enclocure
Telephone"Systern
FCC registered for direct
interconnect
Dialing capacit,v
Dialing format
Answer delay
Acknowledge intercall delaY
Ca I I acknowledgements method
U nacknowledged intercal I delay
Surge and environmental
prolection
Call progress decoding
Line Source
Opt-rational
Fault deteciion metho'd
Fault integration time constant
Station identificatron
,!tessage selection
Data retention
Programming
Svstcm Diagnostics
Line monitot
Audible indicators
)rro urd
// $ Hol6)
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. DIMENSIONS=
3 Year Parts & Service at Factory Warranty
MILLIMETERS
INCHES
I
Contact Aquatrol o. your nearest authorized representative for a complete set of engineering specifications, and Microiel -Specs on Disk'
t
Represented by
Prrnted in U.S A.
O l9q4 Aqu.lroYfatE Andn rb.
ffiliffitiE
AQUATBOL PROOUCTS
The first nerne in digitel telenrctry end control t7r_!ry.
l50l loundan Roald . Nar Orleans, Looisiana 701 25
Telephone: io4l2{l-2{00 . FAX: 5OA2a5'51 55
[]
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\lINIMIZE POWER AND TELEPHO\iE
TRANSIENT LINE VOLTACE AND
SU RGE PROBLE|I4S
l'si3\l -r,.1 '. i
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PROBLEM
Electronic equipment,
modems and data lines
can be damaged by transient
voltage surges, spikes and
glitches.
SOLUTION
TeleMAX* protects
electronic equipment and
data lines to improve
component and data
reliability.
EXTREMELY LOW COST
FAST RESPONSE TIME
LOW CLAMPTNC LEVEL
MAXIMUM EN ERCY DISSI PAJIO \
APBLTCATIONS
TeleMAX- is particularly effective in elimirlalur( r
disturbances which cause loss oi data and corri
equipment, ie. computers, modems, & telenr":r.
TeleMAX- combines the fastest response ttrttt' r:
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TeleMAX'" SURGE SUPPRESSOR
MtcRorEL, INC.
TeleMAX
-.Ltr7uf
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Specifications and Characteristics
Electrical
Electrical
Appl'rcable line voltage:
Clamping level:
Operating temPerature:
stoG8e temPerature:
Operating humiditY:
Leakage current:
Dynamic sho(-term current:
Dynamic resPonse time:
Capacity:
Mode surge Protection:
Specifications
l20V rms nominal, (l 70V Peak)
26V Peak
-25 to +75' C
-50 to *l0O' C
Less than 9596 non<ondensing
Less than I milliamp
Creater than 5500 Amps
5 picoseconds
Maximum Rating l5 Amps
Tramverse & common
Electrical Characteristics
Stagel Stage2 Stage3 Units
Clampinglevel 200t5% 200tt0q,6 230tl5% Votts
Response time 5 pico 1 nano I nano S€coods
l001rsec power dissipation 45000 2 million I million V\hns
Dynamic impedance l0O .05 .l Ohms
Rated energy dissipation 4.5 20O I0O loules
Noise Filtration
Noise reduaion. . . . . . . uP to 70 dB
Frequencies attenuated . l0 kHz to l0O MHz
Anenuation . . . . 12 dB/oclaves from 50 KHz
Modenoiseprotection. .....lransverseandcommon
I
Telecommu nication Specifications
Modeprotection..... ..4wirefwisted pair
Plugcompatibility..... ...... R,l] and Rl45
Fuse = 250V 0.5A
Telecommunication Characteristics
Clamping level
Response time
1 00psec power dissipation
Rated energy dissipation
Stagel Stage2 Stage3 Units
2oot5% l85tl00,t 185-r-lOo)/o Volts
5 pico lO nano 10 nano Seconds
-150OO ffilO 60000 watts
4.5 60 60
iS-Year Warranty (tl
I Panamax warrants that our surge suppressors vvill be free ii
I from defects in material and workmanship. Panamax w'ill I
i repair or replace products, if found to be defective. Ask
I
I vorr Representative. i
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I
MICROTEL,
lnnovation By
Design
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I MICROTET, INC.
5864 W. 153rd Street
Overland Park, Kansas 66223
(e13) 581-8700
FAX (ql?) 6R1-Rn14
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Represented by
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ATTACHMENT E
. DESIGN CALCULATIONS
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Project (o.. F-.aec*r Job No.
E>\Date -_-- Ck'd by
Subject Eate- Wur^l / Lrer S-0.,. page I of
Englewood, CO
14 lnwrness Drir,e Ead, Suib 8144. E4gl€ilood, C0 m112
(303) 925{541 phtrE . (303) CS{S4Z fax
Glernvood Springs, CO
923 CmpaAve.. Glerilood Sgir5, @81601
(970) 94$E676 phde . (970) 9{$2555 h
Date
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