HomeMy WebLinkAbout1.0 ApplicationT
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APPLICATION FOR SITB APPROVAL
FOR CONSTRUCTION OF
A LIFT STATION
ROSE RANCH P.U.D.
GARFIELD COUNTY,
COLORADO
LIFT STATION No. 2
PREPARED FOR:
L.B. ROSE RA.NCH, LLC
C/O GATE CAPITOL, LLC
650 DELANCY STREET, SUITE 2I3
SAN FRAI'ICISCO, CA 94107
PREPARED BY:
HIGH COUNTRY ENGINEERING, INC.
1517 BLAI(E AVENUE
GLENWOOD SPRINGS, CO 81601
October 23, 2001
PROJECT ENGINEER
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ROSE RANCH P.U.D.
ENGINEERING REPORT FOR LIFT STATION APPLICATION
LIFT STATION No.2
Name and Address of Applicant:
L.B. Rose Ranch, LLC
C/O Gate Capitol, LLC
650 Delancy Street, Ste 2l i
San Francisco, CA 94107
Vicinitv and Location Maps:
See Anachment A
Service Area:
Existing population: 0
Proposed population: -180 +i-
Peaii h,vdraulic: 84.000 GPD
Legal Arrangements Showing Control of site:
The area to be served has received final plat approval as the Rose Ranch P.U.D..
Reception No. 569188 and is filed with the records of the Garfield Count_v Clerk &
Recorder.
See Attachment B. u'hich includes the w'arrantv deed.
Wasten'ater T reatm ent E ntiw* Information :
See Anachment C. u'hich includes the 'Will Sen'e Letters' and the Agreement
betrveen the applicant and the treatment entiry-, Roaring Fork Water and Sanitation
District. It also includes the 'Grant of Sewerline 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 lllaintenance:
Lift station number 2 for Rose Ranch will be operated and maintained by
Environmental Process Control who also operates the existing lift stations which serve
the Roaring Fork Water and Sanitation District.
See Attachment D - Lift Station Submittals
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 August I st, 2002. The estimated date for having the
lift station on-line is February 1,2003.
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Lf,FrEtA-2REr/ Jcc
fo.o*ro DE'ARTMENT oF puBLrc HEALTH AND EN,TR.NMENT
Water Ouality Control Division
lsoo Cherrv Creek Drive South
D"nrur, Colorado 80246-1530
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APPLICATION FOR SITE APPROVAL FOR CONSTRUCTION OR EXPANSION OF:
LIFT STATIONS AND INTERCEPTOR SEWERS
PPLICANT; L.B. Rose Ranch, LLC PHONE: @151 227-9840
DDRESS: C/O Gate Caoitol, LLC 650 Delancv St. STE 213
ITY, STATE,ZIP: San Francisco. CA 94107
[onsulting Engrneer:
L-,
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Address:I
Hiqh Countrv Enqineerinq. lnc. Phone: (970) 945-8676
1517 Blake Ave., Suite 1O1
City. State, Zip: Glenwood Sprinqs. CO.81601
IA. Summarv of information reqardinq lift station/interceotor sewer:
11. Proposed Location (Legal Description): SW 1i4, SE 1/4, Section 1r
Township:Range: 89 County: Garfield
Type and capacity of facility proposed: Major Processes Used Below qrade lift station mechanical
room and wet well. (L.S. #21
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Hydraulic: 84.000 gal/day Organic: lbs. BODu/day
Present PE: 0 Design PE: 48O 0,6 Domestic: 1OO % lndustrial: 0%
Location of Facility:
Attach a map of the area which includes the following:
1-mile radius: habitable buildings, topography, and neighboring land uses.
Will a State or Federal grant/loan be sought to finance any portion of this project? No
Present zoning of site area? P.U.D.
Zoning within a 1-mile radius of site? Aqricultural/Sinole Familv Residential/ P.U.D.
What entity has the responsibility for operating the proposed facility?
Environmental Process Control
P.O. Box 493. Snowmass. CO 81654
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WQCD-3c (Revised 2/99)1 ol4
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I AppLtcATtoN FoR srrE AppRovAL FoR coNsrRucrroN oF L'FT srATroNs AND rNTEBcEproR sEwERs
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7. Who owns the land upon which the facility will be constructed? Rose Ranch Planned Unit
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DeveloDment Homeowners Association
(Please attach copies of the document creating authority for the applicant to construct the proposed facility at this site.)
Final Plat of the Rose Ranch P.U.D., Reception No. 569188, Garfield County Clerk & Recorder
Estimated project cost: 565,OOO
Who is financially responsible for the construction and operation of the facility? Construction -
Roarinq Fork Investments. L.L.C.. Ooeration - Roarino Fork Water and Sanitation District
I t ls the f acility in a 1OO year f lood plain or other natural hazard area? No
lf so, what precautions are being taken?l
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Has the flood plain been designated by the Colorado Water Conservation Board, Department of Natural
Resources or other agency? FEMA Communitv - Panel Number O8O2O5 - 14658
I lf so, what is that designation? Zone C
{Agency Name}
I ',0 Please include any additional f actors rhat might help the Water Ouality Control Division make an informedr :::':::;::::i:::'::"":';i::".::::'::,","," ..., """,,. ,".,, "". ,""."^ ,""",",", ,.. ,,,,
station oumos to an existinq wastewater treatment plant..I
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.l The proposed lift station or interceptor sewer, when fully developed, will generate the following additional
load: Peak Hydraulic (MGD): O.O84 P.E. to be served: 48O
11r. Describe emergency system in case of lift station and/or power failure. Duolex Pumos, Backuo
r qenerator. Alarm Lioht, Alarm CalloutI
13. Name and address of wastewater treatment plant providing treatment: Roaring Fork Water & Sanitation
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District, 9929 Highway 82, Carbondate, CO B't623
I WQCD-3c (Revised 299) 2 of 4I
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t ATTACHMENT TO SITE APPLICATION
I ln accordance with C.R.S. 1981, 25-8-702 (2)(a), (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 ther! 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 life or showrng 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 rhis 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 and/or discharge permit, or is under 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 f rom the Division
resulting from discharge permit violations.
Evidence that the lift station and/or interceptor sewer will be operated and maintained by a
responsible person if the applicant is not the treatment entity; and
I lmplementation plan and schedule, including estimated construction time and estimated start-
up date.
I Depending on the proposed project, some of the above items may not be applicable to address. ln
I_-.-'--..vvvFFllvgv such cases, simply indicate the non-applicability of those.
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WQCD-3c (Revised 299)
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ATTACHMENT A
. VICINITY MAP
O EXISTNG TOPOGRAPHY
O PROPOSED LIFT STATION
LOCATIONS
O FLOODPLAN MAP I
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BOSE RANO$4 I::
CRl09
HIGFI COUNTBY E1.lcf,'lEEBltlc, ltlc.
923 COOPER A\ENUE
Gl-Et*vooD sPBhrcs, co 8160r
(970) 945-8676
ROARTNG rCRK lNV.. L.L.C.
GARFItl.D COUNTY, CO
ROSE RAr,lCll
MEINOPOIJIAN DEITtrCT
VIoITY ITAP DATE 7-JO-99
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SCALI: 1" = a000'
, PROPOSED UNDER6ROUNO
LIFT STATION
'2(TH|S APPLTCATTON)
PROPOSED UNDERGROUNO
LIFT STATION #1
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FOSE RANCH
EX'SNNG TOPOGRAPHY
EXHIBIT
I-IGTI @UNIFY ENCT\EEffhIG, INC.
92iI COOPER AVEilEGliluyooD sPRilG. @ 8160t(970) 94{t-8676
05\Liltstol
ROAR'NC FORK INV.. L.L.C.
GARFIELD COUNIY. CO
ROSE RANCI{
PffiD LFT STATIOT{
LOCATIOTSI
SCALE: l "1 000'
OES. EPT CK. NOE FILE NO.
97042S
SHEE T
OFDR. EPT D^rE 9/17/O1
PROPOSED UNDERGROUNO
L|FT STATTON
'2(THrS APPL|CATT0N)l
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NOTE:
SERVICE AREA INCLUDES
THE ENTIRE ROSE RANCH
BOUNDARY.
EXISTING POPULATION = 0
PROPOSED AVERAGE POPULATION =
160 HOUSES x 3 PEOPLE = 4801
PROPOSED PEAK FLOW = 480 . 70 gpcd
' 2.5 peok foctor = 84,00O GAL/DAY
F'OSE RANCH
PROPoSED LIFT SIATIONS
EXHBTT
l{Gl'l @UNTFT Er.lchEEnhG [rc.
92!t COOPEB AtEt{,.E
cltr{urooD sPHstcs. @ 8t601(970) 94SS€76
SCALT: 1" = 1000'
ROARING FORK INV., L.t.C.
GARFIELD COUNTY. CO
RGE RAI{CI,I
PFOFOOED LfT STA'Iba.l
LOCATIOT{S o^rE s/17/ol
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UNOERGROUND
LIFT STATION #1
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PANEL 1465 0t 1900
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E\PLTNAIION Of ZON€ OTSICNATIONS
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080205 1465 I
TIP RTYIST!:
JANUA'IY 3, I985
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ATTACHMENT B
WARRANTYDEED
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;ruiii11lfiffi,"i^'1fu,'u1[[urruulrur
45-e8-740 T-8 P0z F-20s
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I REcoRDNc REeLEsTED BY: [o" n:ly,uf::'"=
WHEI; RECORDED EBTURN TO: i Ucte "l'l2o - _I ffii^[]l;:ft3r: 'ffi
730 1?u'fucet, Suitc 900
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Durvcr, Colorado 80202
FPECIAL S/.+RB.1,NrY D EED
t This Specral Warranty ("Deed"), mad! this 15th day of Novernber, 2000, berweeu
ROARNG FORK LNVESTMNTS, L,L.C., a Colorado iimit8d liabitity coEpany ("Grantod),
3 whose address is 9735 B, Tonr Tom Drive, Parkvr, Colorado t0138, and LB ROSE RAI'ICH LLCI
I a Dolaware limit{xi iiabiliry compaoy("Crrantee'), whose address :s 3 World FiDsncisl Ccmct, 12"'
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collecrvely referred to as t'Partiesr' &nd indiviC'lally as "Paffy".
WIT\'IISSETH" rhar &e Glantcr, for and in consiCeraEon of tae suru of Tes
I Doiiars (S10.00) and crhersood and val',uble considcrarion.'r.tre receipt and sufficienq'of which is
f bereby a&rowleigec! hes, susjcot to the limitatioru descil:ed below, gmtrtC, bcgar.nc^d soid asC
convelec, and bi ft.:se pr:slnr does graol bargni+ sell and coEvey urrto tbe Crrastee, its
t ru***r= anc assigrs, the real popery togerher wirb unprove{neols, if any, sitr:a;e- lying and
f bcing io'lre Counry of Garfielc, Sta'c of Colorado, described es follo'*t:
t as sc" lo:'.r, on Lxhibit a' acached hereto
TOGETI{ER qitl. all arC s:ng';)a'}.: bereCile:1en:s anc appr.:rt*:ares thereto
t belongi::g, or in anvrrlsc apperta:ni.:rg'
: r TO HAVE .{\D TO HOLD rhc said premises above bargaioed aoi describeC wrlh
I tbe apprrrcrrances, rmlo flre Grantee, its successors anC assigss forever. T-e Grantor, fsr itsclf, itsf r*giio" and assigns does covenanr and agee tha it shall md will W'ARRANT tu\D FORE\ER
51 DBFB{D the abovi-bagained prernises in-the quia and pcaceable possession of the G,rantee' ih
I successo6 and assigru,
^€riost-all
and every person or persolrs claiming r}e qfuoie o! any PaJtr thereof, by, frrough ov under the Grantor, subjcct only to:
t As set forth on Exlibit B attached herero,
r coaveycd o, #Hu#ffi,u,3.l;.TrTff;*ffiJ"i,:ff ilH ff
t*;ffi I'H :1r hold, directl,y or indirectly, any beoeficial rights under a &ed of tn:st or otber security insmtmcnt
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+1 I 5-98 I -710 I T-l t8 P 03/13 F-205
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ffrt'i' iiidffi a-i&bo-HFrilS cunrv co
crrcumboriog dre said grmises and thc foe estarc in tbr premiscs or alry intore,st br sucb ftc estate
I1rl WyyFIESS WHBREOF, he Granror has orecrtred this Sp"cial !/arraffy Deod as
of the day aad Year first above
ROARING FORK II{\tsSTMEI'ITS' L'L,C', a Colorado
lirdted liability companY
STATE OF COLORADO
cotlNrY oF swt(as )
Subscri'teC and swora'o before me this !&U^, of Novernber, 2000' by Ronald
R, Heggenreier. a^s Murager of ROARbiG FORK INVESTMSITS, L.L.C., a Colorzdo li$ifed
tiability coslpary.
Wiucss mY hznd and ofisi8l seai.
commissioo expires: /-D- /GOC/
2
By:
Hditl;iiiha oj B E 115.04
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04;2eP 81218 P?17 n il'SD0RF
D 128.00 GRRFIELD COUNTY CO
t4 1 5-9t 1 -740 I T-ll8 P01/tX F-?05
Osr Orihr No- GTI233@;Y7
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PARCEL A
A PAR EI OF IA}{D SITUATED N LOTS 4, 5, IO, 1I, }2. 13, 15, 15. 17, A,,8,24,
2t,29,30, A.YD 34 OF SECTION I Al{D LOTS 2, 3,4,7,9, g, 12, lg, 15, 16.OF
SECTION !2, TOWNSHIP 7 SOUTH, RAr.\6E 8e WEST OF ffiE SDffH PRINCIPAL MERIDIAN,
COIJ}{TY OF GARFIELD, STATE OF COI.ORADO; SAID PARCEL OF II}ID BENG MORE
PARTICLfJ.RLY DESCRtsED A.S FOLI.OWS :
coMMESiCt\G AT THE I.iORTHW'EST CORNER OF SAID SBCTION 1. A lgs8 aLM BAASS C.4p n\J
PI.AE;
THENCE S 56 DEGREES 22'4i' E 518.09 FEET TO A POINT ON TEE SOU?EERLY UNE OF
THAT PROPERTY DESCRIBED N BOOK 590 AT PAGE 955 OF TIIE OARFIELD COUNTY CI"ERK
AND B,ECORDER:S OFFICE, THE TRUE}ODIT CF BEGINNNGI
TI{E}{CE S 59 DEGREES 20,23' E AICNG TTE SOUTEERLY LINE OF SAID BOOK 590 AT PAGE
955, A DIS:'ANCE CF 2O8.21 FEET;
TI{ENCE CONTL.-TiNG ALONG SAID SCUTI{ERLY LLNE S 63 DEGREES 47'I?N E 60.78 HEEI TO
.{ REBAR.L\D CAP :.S. #:74€8 $ PL{CE;
Ti{ENCE CO\T:\-LT{G,,U-oNG SAD SCLTI{ERLY LSIE S 63 DEGREES 4?'Zj' E 334.00 FEET
TO A REBAR AND qa! I-.S. ;17483I\ PLaCE;
TII.L\CE C3NTI{LB;G ,\LONG SA.D SOU;I{IRLY LC\E S 03 DEGREES 41'20' E 334,00 FEET
TO T.qE SOUTIiEAST COR}IER OF S.\iD BooK 590 AT P.{GE 955. A REBAR A\ID CAP L.s.
#17488 Br PIJCE;
TIIENCE N 37 DEGRIES J 1'3?' E ATONG TIE EASTERLY LTNE OF SAID BOOK 590 AT PAGE
955. 298.-<I FEET TO.i' FOL\T ON TEE CE}iTERLINE OF TITE BOA8..t\G FORK RMER;
TIIENCE TllE FoI I owa\G FIVE (:f COLT.SES AIING THE CENTERLhE oF SAJD RIVER;
1. S 6l DEGREES 2C 33',' E 539.i3 FEET
2. S 69 DEGREES 24 54' E 523 3C F9ET
3, s 6l DEGR.EES 4l's4',E :47,51 FEyr
3. s 3+ D:GR5ES i9',54" E 6+5.8C FEET
5. S 29 DEGREES 54'54" E 516.97 FEET TO A PONT ON TiIE E{STERLY LI\]E OF LOT 17
OF SAID SECTiO\ ].;
T!IE}iCE I.L{VL\iG SAID CENTEBJ.hE S OO DEGREES q2.'38^ E AI.ONG TEE EASTERLY LB{E OF
LOTS 17, 22 A-\D 29 .{ nISTANCE OF 2i{f,.70 FEBT;
TIG}.ICE LEAWNG SA-ED EASTF'BIY L.hE I-i 89 DEGREES I5'd5' E 43.14 FEET TO TEE
NOBTHWBST CORNER OF THAT PROPERTY DESCREED IN BOOK 5II AT PAGE iO3 OF TEE
GARFELD COUNTY CLERN fu\D RECORDER.S OEEiCE;
T!{ENCE Ti{E FOLIOWING slx (O COLT.SES ALONG THE WESTERLY t-!S,E oF SAID
{o/,/,14
LEGAL DESCRIPTION
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I. S 41 DEGREES C7.iC' E 559.76 FEET
2, S 47 DECRE.ES 56'39' E 519.80 FEET
3. S 47 DEGREES 16'(ir E 456.70 FEET
4, S 34 DEOREES 28'09' E I?3.72 FEET
5, S 04 DEGREES 4s'38" E 390,41 FEEr
6. S 08 DEGREES OI'5I1 W 130.5 FEET TO TSE SOIITI{WEST CORNER OF SAID PB,OPEBTY;
TIIENCE N 67 DEGREES 25.06. E AIoNG THE SOUTT{ERLY LIN-E oF SAID FRoPERTY 211.oO
FEET TO A PONT CN THE EASTERLY LNE OF LOT 9 OF SAID SECTTON 12;
THE}iCE S OO DEGREES ?2-'II'E ALONG SarD EASTERLY IJI\'E 606.90 FEET TO THE
SOUTIIEAST CORNER OF SAID 1-oT 9, A REBAR AND ALUMIITfiIIT CA}, I.s # 225&), INPIAG;
THENCE S 03 DEGREES 11.58. W ALoNG TBE EASTERLY UNE oF I.OT u oF SAID sEcTloN
#lliUllt l,l l il Ul tU,,lUg' [r?tL T,,ltubf,,
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o R 115.0s D tzo,oo of,Rrlzu cotfirY co
tEGAt DESCRIPTIOil
12" 74I.05 FEET TO THE SOUTHEAST CORNER OF SAID LOT 12, A REBAR A}TD ALUMINW
CAP [Y PLACE;
TEBICE S OO DEGREES 05'02' E ATONG TIIE EA^gIERLY IJNE OF LOT 16 OF SAID SECTION
12, sss 5z FEET TO THE SOUTI{EAST CORNER OF SAID I3T 16, A REBARAI.ID ALUMINIIM
CAP Bi PLACE, SAID FONTT AISO BEING TEE NORTHEAST CORI\IER Oii TEI.ER SPRINGS
SUBDMSION;
THENCE S 89 DEGREES 59'08' W ALOI.IG TIIE NOBTIIERLY I.$IE OF SND TETIERSPRINGS
SLBNIVISIoI.{ 220.6I FEET TO TI{E SOUT!{EAST CORNER OF PARCEL C OF RECEPI]ON NO.
444311 OF Tl{E GA!,FIEI-D COt,}iTY CLERK AIID RECORDER'S OFFICE;
TEB{CE LEA\rNO SAID NORT}BLY UNE N I.2 DEGREES 57'48' W AION6 TIIE EASTERLY
LINE OF SAiD RECEPTIO}i NO. 1443I I, I69.14 FEET:
TEE}ICE N 87 DEGREES 58'250 q/ ALONG THE NORTHEN.LY LINE OF SAID PARCEL C3U,74
FEEI;
TI{ENCE .qLONG THE WESTERLY LD\E oF SAID PARCEL C ALoiqG TgE A}rC OS A CUR\IB TO Tffi
RIGITT HAV:t\iG A RADTUS OF 582.29 EEET A.\D A CE!,ITRAL ANGIJ OF 17 DEGRBES 52'51'
A DtrSTA.\CE OF 18].72 FEET (EHORD BEARS S i3 DEGR.EES 29'05' E 180.98 FEET) TO A
POL\T ON Tii! NORTI{ER.LY LL\:E OF SAD TELLER SPRhGS SLIBDIVISIO}i;
rNE\CE S 39 DEGREsS 5:,?5. W.ILONG SAID NORTHERLY LhE 174.01 FEET TO THE
NORTI{IyEST CCRNER. ()F THE TE:LER, SP&NGS OPE\ SP,r,CE;
TIiE\CE LEAVNJC SAID NORT:{!3JY !.NE S 21 DEGREES 55'10' W AI'NG T}IE WESTERLY
LNE OF SAID CPE}{ SP,\CE 53,'7 FEE? TO TIiE NORTEEA.ST C€R}.{ER, OF I'T 5 OF SAID
TETJ.ER SPR.NGS SLBDMSIO}i AS SI{OS/\'ON TiIE, AME\DED PI.AT TEEREOF:
TEE}'ICE S 89 DEGREES 59'08' W.{-ONG THE NORT}iB.LY LBIE OF SAID I.OT 5, 165.35
:TIEI.{CE CCNT}IL}G.{LONG SAID NORTIIERLY LL{E \I 1S DEGREES OI'42' W 28lJ FEEI;
T!{E}.TCE CC){TDiUl;r-G C,LONG SAID },IORTHERLY I.ITE N 89 DEGREES 59,08, W 855.53 FEET
?O T}IE NORTIIWEST COL\ER. C: SAD LOT 5, SAD POI.\IT AI-SO BEING ON THE BASTERLY
zuGHT.OF-WAY OF COL\TY RO.JD NO. ]09;
TIIENCE THE FOIIOW:NG TWEY;Y.T1{REE C3) COLRSES ALONG SAID EA.STERIY
R.IGHT-OF-WAY:I. N ]3 DEGREES 15'08'E 30.84 FEET
2. N t3 DEGREES 1O'4I' E 85,97 FEE"T
3. N 14 DEGREES 26'3l.'E 8.37 FETT
1, ALOI{G TIIE ARC OF A CIN.V']E ?O THE LEFT HA\6TG A RADruS OF 263,67 FEET A}TD A
CEIITRAL ANGLE OF 23 DEGREES 42'.13" A DTSTANCE OF 104.48 FEET (CHORD BEARS N g3
DEGEEES 0s'28" E tC3,$o FEEI
5. N OE DEGREES ].J'39' W 721.97 FEET
5. N C9 DECREES 3?',30" W 215.25 FEET
7. N 09 DEGREES 32'II- W 716.i4 FEET
8. N 09 DEGBIES ?4'35" W 1739,93 FEET
T-1r8 P05/13 F-205
Oor HcrNo. CY72S1A29.7
+4i 3-g8l-i40i
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9. ALONG TiiE ARC OF A CURYE TO THE zuOITT }I.{\MiG A RADruS OF IETO.OO SEET A}.ID A
CEN?R.AI A}{GLE OF 05 DEGREES 38'57.. A DISTA.\CE oF T84.38 FEET (cHoRD BEA}S N 05
DEGREES 35'06" W 184.30 FEET)
!0. N 03 DEGREES 4.5',38',W 70.62 FEET
:I. ALONG THE ARC 03 A CIIRIE TO TE IEPT I{AVING A RADruS OF II55.OO FEET AND A
CENTRAL ANGLE OF 03 DEGREES 59'23'. A DISTA}ICE OF 18I .U,rEE'T (CIIORD BEARS N Ot
DEGREES 15'19'W 18I, 03 FEET)
12. N l2 DECREES 45,01' W 250.30 FEET
13. ALONG THE ARC OF A CURI/E TO TIIE LEFT HA\T[\IG A RADruS OF 518-09 FEET A}ID A
CE}ITRAL A-\GLE OF 35 DEGREES ]I'97" A DTSTA.\CE OF 318.23 FEET (cxIORD BBARS NI
ilfitttiry;E*'X,'W*it]i1*'i',H'I
+415-g8t-i401 T-ll8 P.06/13 F-205
Onr ffer No, @t231V29'7
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TTGAL EESERIPNOil
30 DEGREES 20'49" W 31326 FEET)
14. N 47 DEGREES 56'38' W 259.80 FEEI
rs. et oNa THE ARc oF A cIrR\E To THE RIGIET IIAVING e naDIUS oF 1520.00 FEEf, AND A
CEIIIIAL ANCLE OF 14 DEEREES 05't?" A Dtr5TA]{CE OF3Tl.74 FEEI (CSORD BEARS N 40
DEoEEES 53',59', w 3?2.&J FEET)I5. N 33 DEGEEES 51'20" W 48s.97 EEE:r
17. ALONG TI{E ARC OF A C'IJR\NE TO TIIE LEFT HAVING A BADruS OF 620.00 FEET A}ID A
gl,rfRAL AyGLE OF t9 DEGREES 38,05., A DISTAI.|CE OE 212.47 FEEI (CEOBD BE^RS N 43
DEGREES fi'23'W 2II.43 FEET)
t8. N 53 DEGREES Zg',Zs!'W 511.09 FEET
19. AI3NG TEE ARC OF A CURVE TO THE RIGHT HA\M|G A RADruS OF +7O.OO FEET AI{D A
CENTBAL ANGIJ OF 34 DEGBSES 45'42'. ADISTANCE OF 285.15 EEET (CHORD BEANS N 36
DEGRBES 06'34'w ZE0.E0 FEET)
20. N l8 DEOREB.S 43'43' W 773.9? FEET
2I, AIONG THE AR,C OF A"CL?\TE TO TT{E RIGI{T EA\4NG A RADruS OF 620'00 F'EET AND A
CSNINE.I N{GLE OF 30 DEGREES 05'19" A DISTA}ICE OF 3X.59 FBET (qIORD BEAES N 03
DEoREES 4I'04' W 321.&6 FEET)
U. N i1 DEGREES 21'36'E \11.27 FEET
23. ALONG TEE ARC OT A CLts,VE TO THE LETT IU\NSIG A RADIUS OF 38O,OO FEET. A
e{TBAL a.r\GIJ oF 02 DEGREES 0O'4{" tu\lD A DIsTAI\ICE oF }3.35 EEET (cgORD BEARS N
10 DEGREES 2r'13. E 13.35 FEEI TO .{, poNT ON Tl{E SOUTHERLY LL\IE OF RnaER EIDGE
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P.U.D.;
TI{ENCE LEAVL\TG SA.E II{STERLY
SOUTEEBLY I.STE 83.25 HEET;
TII$ICE COIWh'iJI}JG ALONG SAID
TI{E TR.UE POL{T OF BEGL\-N'hiG.
RIGIIT.OF-WAY:{ 19 DTEREES ?4'3O'E AI-ONG SAID
SOUTHER.LY Lf\E S 65 DEGREES 25'01'E 20.16 FEET TO
PARCEL B
TocETHER wTrts A F.\lrcEt oF L.L\D SITUATED t..{ l,oTs 23 A\:D 28 oF SECTION I AND LOTS
4, 5, 6. 7, 14, TI{F )Iwti.ll.iwl/4 A-\D TI{E SWI/4}{W1/4 0F SECTION 12, TOWNS{IP 7
sorirlt, aexce 8e wEST oF TIIE sD(Ttl PRr\gpAL MERIDIAN, cotrNTY oF GARFTELD,
srere bE coronaoo; sAID pARcEL oF L,r\D BETNG MoRE PARTICI-rL^RLY DESCEIBBDAS
FCI-LOWS:
coMMENcLNG AT THE sourgw:asr coRNER oF sarD sEgnoN t, A BLM BRAss cAP IN PIaf,E'
THE TR'u:E POINT OF BEGf,Y\IINC;
rlrg\lCr S $ DEGREES Ai'?/.'E AI'NG TIIE NORTHEFJ.Y LI}IE OF THE NWI/4NWII+ 'I'ND I.OT
5 OF SAiD SECTION 12, 1925.15 FEET;
TTIE}IC LEAVhG SAII) NORTHERLY LINE S OI DEGREES 19'05" W IOO.OO FEET;
TTiE}ICE S 88 DEOREES 08'24' E I5O,OO FEET;
THENCE N OO DEGREE$ 03'38' E 23O.IO FEET;
TSENCE N E8 DEGREES O8'24N W IOO-I5 FEEI TO A POL\TT ON THE WESTERLY Lh[E OF LOT
2g OF SAID SECTION 1;
THENCE N 01 DEGREES 16'57' W ALONG TIIE WSSTERLY LINE OF LOTS 28 AI{D 23 OF SAID
SECTTON 1, 1061.60 FEET TO A POBiT ON TRE \YESTERLY RTGIIT-OF'WAY OF COTII{TY ROAD
109;
rnexce LEAVD,iG THE WESTERLY LINE OF SAID LOT 2s TIIE FOIJOWING SEYEN m CouRsEs
AI.ONO THE WESTERLY RIGHT.OF.STAY OF SAID COUNTY ROAD IO9:
t. At NG rHE ARc oF A CUR\E To TIIE RIGIIT HAVING A RADruS oF 458.09 FEEI AND
GNTRAL A!{GI.E OF 36 DEGREES 07'56" A DTSTAI'ICE OF 28t.It FEET (CHORD BEARS S 30
lar:01-01 02:3!pm 3'cttt-
+4 I 5-98 t -i40 i T-lt8 ?01/t3 F-e05!,iilur'rfiu iiru nr mrl'*? ltl?LlW @{:2cF B
I llltlll il l][ ]il llllIlElA PT?o7, HLSDOiF
MRTIELD COIJIT1Y CO
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Our HtrlIo. GW233@7
LEEAL DESCRIPTIOil
DEGREES 18'59' E?g.L:Z FEED
2. S 12 DEGREES {J'OI' EU1.I5 FEET
3. AI'NG THE ARC OF A CURVE TO TEE NGIT HAVDIG A RADruS OF IO95.OO FEE:r A}ID A
CENTRAI A}.IGLE OF OTIDEGREES 59'23'. A DISTAI'{CE OF [71.80 FEET 1611gND EE^RS S Ot
DEC'REES 15'19'E 17t'63 FEET)
4. S 03 DEGREFS 45'38I E 70 62 FEET
5. ALoNG TIIE ARC oB A CIJR\E TO THE LEFT ITA\&\G A RADruS OF IBO.M FEET AND A
CENTRAL ANGLE OF 05 DEGREES 38''" A DISTfu\CE OF 190.29 FEEf, (OIORD BEABS 3 06
DECTREES 35'06' E r90. 21 FEET)
5. S 09 DEGREES 7A'?,5'E T739.95 FEEI
?, S 09 DEGREES 33't!' E 545.09 FE T $O A POINT WTIENCE A}T Oi{E INCE IRON PIPE
EEATS S 80 DEGREES 39'46'W 15,OI FEET)
TSENCE LEAVING SAID WETERLY RIGIII€F.WAY S 80 DEGREES'9'46I W ALONG TEE
NORTEERLY LENE E]$ENDED .T,TTO TTTENOR?EERLY LI}TE OF RECBTION NO, 4OU64, ,156,56
FEil T0 E*T OIE NCA XRON PIPE IN PLAC;
TI{E}ICE CONTf,\LTG ALONG SAID NORI}IERLY I.iNE S 46 DBOREES 49'46'W 319J9 TEET
TO Tffi, NORTSSBT COL\R. OF SAI! RECEPTION NO. {O2?6i, A RSBAR A}ID q{P L\
PIACE;
THE}iCE S OE DEGRELS 30'14' E ALONC TIIE WESTE3LY LTNE OF S|AM RECEPTION }iO.
*127&.$D R:CEPTIoN NO. 41859C, 3C?..17 FEET TO TIIE SOUmrwEsT COL\:En OF SAID
RECEIPTIOI* NO. 41 8se0l
TTln.rcE s Eo DEGREE$ +s'+C. W AIONG T}IE NOBTITERLY LBTE OF RECEPTION }iO, 397182,
171.17 FEST TC TTTE NORTITW.EST CORI.IER OF SAID RECEPTIO}i NO. 397It2;
TIIENCE S 17 DEGREE!,25,15' W AION6 THE WFSTERLY LRIE OF RICEPTION NO. 397i82
A-|.iD RICEPTIOI.I lr--O. 4,'.L767,1+1.91FEET TO TlG, NORTEWEST COE"\EA OF LOT ?1 O! SAD
SECTION 12. .{ISO BENG THE }.iORTIfWEST COR.\']L\. OF TELITR SPR.DIGS SUBDMSiON;
THE}iCE S OC )EGB.Es$ OO'3.+' W.{I,ONG TI{E WES!B]-Y LhE. OF SAD THJER SPB.INGS
SUBDIVISION .\\D TIi} EASTERIY Lt\IE OF LOT }4 OF SAID SECTION 12, 758,5 FEET TO
THE SOUTFIEAST COR]{E3. OF SAID LOT 14;
THE\CE LEAVE.IG THEWESTERLY L.S:E OF TELT^ER SPRINGS SUBDMSION S 89 DEGREES
OO'59" W ALONG TIE, SOUTHERLY LNE OF SAID LOT 14, 468.99 FEET TO T}tE SOUTI{WEST
CO&NER oF SAID I,oT 141
?HEliCE. N 0O DEGREES ?2'13' E ALONG Tl{E WESTERLY I^EIE OF SAJD LOT i4, I37E.08
FEET TO THE NORTFWEST COR\ER OF SAID LOT 14;
TI{ENCE N 89 DEGREES O?'53" W AIING THE SOT'ITIERLY LI\IE OF TI{B SWI/4NWI/4 OF SAID
SECTION 12, 1347.91 F:ET TO Tr{E WEST QUAR?ER COBNER OF SAID SECTION 12. AN
ALI,ATRILTM CAP N PLACE:
T}IENCE N OO DEGREES 33'14" W ALONG THE WESTERLY LRIE OF SAID SEC"NON 12,
Z1$.EA FEET TO THE TRLE POLX{T OF BE6Ti\IT\'G.
PARCEL C
TOGEIITER WTII{ A TT?.ACT CF IA.}iD SITUATED iN SECTION 35. TOWNSHIP 5 SOUTiI. RA.I\IGE 89
WEST AND SECTION 2. TOWNST{IP 7 SOUTH, RANGE 89 WEST, AI' IN THE SDcrg PRINCIPAL
MEBIDIA}{, COL}T'TY OF GARFTELD, STATE OF COLORADO; SAID TRACT OF LAI'ID BERIG MORE
PARTiCT'LARLY DESCRIBED AS FOLI.OY/S :
COMME\ICING AT T}iE COMMON COR!{ER OF SECTIONS 1 AND 2, TOWNSf,IIP ? SOLTTH, RAI{OE T9
WEST OF T!'E SD'TE PRINSPAL MERIDIA}I, SAID CORNER ALSO BEI}iO COMMON TO SECTIONS
35 AhID 35. TOW}{SEIP 6 SOUTEI, RANGE E9 WEST OF THE SDMH PRNEIPAL MERIDTAN;
,ffi [ittii*il uith',Hlt IHII Hri'#'
f
* R tl5,oo D lm.sa oRRFTELD co$tTY c0
t4l5-981-i401 T-ll8 P.08/t3 F-205
Our OrdcrNo. GW233@$7
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LEgAL DESCRIPNON
THENCE N 76 DEGREES 04'29' W 4185.64 FEET TO TIIE NORTI{EAST CORNER OF I.C'T 2I.
WE^ST8AI\IK BA!.ICII SIJ3DryISrcN, FTLING I. THE TRUE POINT OF BEOINMNG;
THENCE THE FOLI-OWI{G TWENTY FIVE (2' COLIR,SES AI,ONC TEE NOMIIEBLY AITID EASTBLY
BOUNDARY OF SAID WESTBANK RAI{CI{, FILIbIO I:
I. S 09 DEGREES OO'u.,'W ?25.00 FEET TO A REBA"\ A,ND CAP, L.S. NO. 19598
2. S 69 DEGREES 53'22'W E2.OO FEET TO A R,EBAR A.}ID CA}, L.S. NO. 19596
3. S 06 DEGREES 59'38' E 79.00 FEET TO A REBAR.q.\D CAP, L.S. NO. 19598
4, S 55 DEGREES 29'38' E 95.00 FEET TO A REBAR, AND CAP OLLEGIBLD
5. S 75 DEGREES I3'3tN E 215.M FEET TO A NO. 5 REBAR
6. N 8E DEGBEES 58'22'E d5:..00 FEET TO A REBAR A!{D CAP CE-IJGtsLE)
7. N E2 DEGREES 55'22. E 240.C0 FEET TO A REBAR AlrD CAP Gl-ECitsLE)
8. S 20 DEGRBES 35't8' E 185 00 FEET TO A REBAR AI{D CAP CJJGIBLg)
9. N 69 DECREES 2A'42" E 2lo.0o FE9T To A REBAR Al,iD ClP, L.s. NO. 19598
IO, N O? DEGREES 18'26' W 251,7J F'EET TO A NO. 5 BEBAR
II. I{ 71 DEGREES i5'22' E2'72.00 FEET TO A REBAR tu\lD CAP GIJGIBI-E)
I?. N 41 DEGRSES CO'23" E 372.54 FEET TO A NO, 5 RBAR
i3. s 65 DEGRES 59',3S' E 435.0C FEET TO A hio. S BFFA-R.
:,4. S 19 DEGR.EES 59'3[:" E 2]C.OO FEET TO .\ NO. J REEAR
IJ. S 60 DEGR,EES clO'X,' \[' 398.8C FEET ?O A NO, 5 REBAR
16. s 48 DEGREES ib'5 i " W 23-s.20 FEET TO A NO. 5 REBAR
i7, S 50 DEGREES 3C'23" W 2:0,23 FEE1 TO A NO. 5 REBAR
iE. S 69 DEGR.EES 24'1?" W 18O.OO FEET TO A NO. 5 REBAR.
:,9. N 20 DEGREES 3s'lg" W 260.00 FEET TO A REsAX. A.\D CA!, L-S. NO. 19598
20. s 59 DEGRES 2a',|?'. W 130,2? FET TO.{ NO. 5 R53AR
2I. S 2C DEGRSES 35':tJ- E 355.C0 FEET TO A REBAR..$TD CAP CILLEGBLE)
22. S 66 DEGR-EES 09'C'." W 9o.57 FEET To .+ REBAR. .cI-D CAP, L.S. NO. I959t
23. S OI DEOR:ES J3'5+' \i' ]39.50 FEET TO A REBAR. A\D CAP, L.S. NO. 7168
24. S 28 DEGREES C5 38" E 2sJ.CC FEET;O A RE&AR .{\',D CAP ULLEGIBLE)
25. S 6'i DEGREES A'i'Zi' E :4'.99 FEET TO A REBAR.\}iD CA} (ILI.EGtsI.E). TIIE COMMO}i
COR},IEB OF WESTBA]$I( Ri"\CH SLBDryISION FII.R{G I AND T}S WESTBA}TK RA}ICII
SUBDryI$ON FILNG ], SAID COL\ER ALSO BENG THE NORIEqIEST CORNER OF Lo? 23 OF
SAID FIILD{G 2;
TEENCETgE FOIJOqM{G SHIE}ITEE}I (IA COL:RSES ALONO TIIE NORTEERLY BOI'NDARY OF
SAID WESTBA}X RAI-ICH SUEOTq,SION F[-I}iG 2:
1. S 69 DBGREES 05'38" E 63353 FEET TO A NO. 5 REBAR
2. N 7E DEGREES 3"'N.' E 3 i8.15 FEET TO A NO. 5 REBAR
3. S 62 DEGREES 19'O:}' E 3?6.50 FEEI TO A REBAR A}iD CAP OI.I,EOIBI"E
4. S 84 DEGREES 5t'O$' E :92.70 FEET TC A REBAR AND CAP (ILI^EGIBLD
5. ALONG THE ARC OF A CLB,VE TO TI-{E LEFT HA\ILhIG A L{DruS OF 5E5.OO EEE[. A
CE}ITRAL A}iGLE OF 03 DEGREES 55'13" A.\D A DISTANCE OF 40.03 FEET (CHOED BBARS N
q3 DEGREES S+',!^7'E 40.02 FET) TO A NO. 5 REBAR
5, N 84 DEGRF'FS 58'08' W 183.32 FEET TO A NO, 5 REBAR
7. N 62 DECIBEES I9'C8' W T33.53 FEET TO A I.IO. 5 REBAR
8. N IO DEGREES 46'?7q E 65.i I FEET TO A I INCE STEEL PIPE
9. N 30 DEGREES 36'38' W 476.00 FEE"T TO A REBAB AND CAP. L.S. I{O, 9T84
IO. N 39 DEGREES OE'?2 ' E 305.46 FEET TO A NO. 5 REBAR
TI. N 77 DEGREES 71'22'E 264.88 FEET TO A REBAR A}ID CAP (ILLEGIBI.E
12. S 33 DEGREES 46'38' E 544,0I FEET
13. S t8 DEGREES 29'118' E 217.00 FEET
14. S 06 DEGREES 49'18' E 218.79 FEET TO A RESAR A,\D CAP, L,S. NO, 19598
luui*ltfr ,u u [l $ r1.t1q, $u!! l sur'
jii-as'i'1ii;00 B 120-oa cRRFIELD cotrlrY co
+4 i 5-98 I -740 I T-lt8 P.08/13 F-205
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Os Ordrr No. GM3:]02!)'7
TEBAL DESCRIPTION
t5, bI t4 DECREES 5E'08" W 259.29 FEET TO e NO.5 &EBAR
16. AI-ONG TgE ARC OF.q. CUR\re TO THE RIGET EAVING A RADruS OF 645.00 FEET, A
CE1rfmAL A\6LE oF 03 DEGREES 33'20' n}{D A DISTAI.ICE oF 40,03 FEgf (CEORD BEASS S
M DEGREES 15'14'W J+0.02 FET) TO AREBAR AND C^P GJ.B6BLE)
17. S E4 DEGRES 5E'08' E 334.45 F&,T TO A NO. 5 REBAX" TEE COMMON COENEN, OF
wEsTBAr,,rK RANCH suBprvrslDN FILNG 2 AND WESIBAIIK RA!.1C8 SL]BDTVETN FIUNG 3,
SAID COR}IER AIJO BEU^IG TIIE NORTIIWEST CORNER OF LOT 14 OF SEID FIUNG3:
TEENCE fIIE FOLLOWING SDCN{EE!{ (1O EOI'BSES AIONG THE WESTERLY BOIINDAN,Y OF SAID
WESTBAJ\IK LT.IGI SUBDMSION FIUNG 3:
I. N 8t DEGBEBS g7'g7n E at?.91 FEET TO A REBAR A.!'ID CAP, L,S. NO. 9lM
2. N 89 DEGREES 51'22'E 2OO.OO FEET TO A REBAR A}ID CAP, L.S. NO' I959t
3. S 78 DEGREES 32.08. ! ZTO.+g FEET TO A NO. 5 REBAR
4. s 74 DFSRSES 29',3t',E 173.39 FEEI TO A REBAn A!.ID CAI 0IJ-EGIBIJ)
s. .+r,bxa rHE ARc oF A ctrR\E To rHE I-EFT II.,rrrD{c A RADrus oF:100.00 FEgr, A
CB.TTRAL A-\GIjE OF 09 DEGREES 56'03' A}\D A DlSIAi.rCE OF 52.02, FEEf, (CEORD BEAES N
CO DEGREES 36'54' E 5I.95 FEEN TO A BBAR AND ALIIMINUM CAP, L.S. NO. I1204
6. N 74 DEGRIES 39'38" W 31q,84 FE T TO A REBAR A\D ALLTMNUM CAP, L.S, NO,
I 1204
7. N;3 DEGREES 34 38'' W 232.00 FEET TO A REBAR A}TD CAP (TI.I-EGIBLE)
8. N 22 DEcREES N'38' W 3t2,OO FEET TO A REBAE AND CAF, L.S. NO. 9184
9. N 20 DEGREES 22'38N W 328.14 FEE"T TO A NO. 5 REBAR
10. .',I35 DEGR-ES 29'38r W 1I9.C0 FEET TO A REBAR.tI{D CAP; L-S. NO. 9I84
:,:, N 52 DECRES ?9'38U W 1?5.00 FEET TO A REBAR AND CAP, L.S. NO. 9114
:2. N 92 DEGR-EES 29.38. W 21S.OO FEET TO A REBAR /L\D CAP, L S. NO. 9184
13, )i 15 DEGR.EES i8'38',W 32i.00 FEEI TO A REBAR AliD CAP GJ^ECIBLD
14. Ii 33 DEGREES 56'2,'E ?2E.90 FEET TO A REBAR AJ\D CAP. L.S. }iO. 9I84
15, S 59 DEGREES N'38' E 475.00 FEEI TO A REBAR A\-D CAP, L.S, NO, 9i84
i6. S 50 DEGREES 45'38' E 395.C0 FEET TO A REBAR A}ID CAP, L.S. NO. 9184, SAID
POiNT AiJO BENG THE NORTIIEAST COL\:ER OF i-OT 23 OF SAID WESTBA}{K RA}ICH
SLTBDTWSION FTI.D{G 3;
TEENCE LEd,VDiG SAII) BOI'NDARY N 42 DEGRES O4'ZZ' E 15O.OO FEET TO A POINT SI
THE SENTER OF TTIE ROAR!\G FORK RMER;
TIIENCE Tt{E TWELVB (i2) FOLLOWE{G COURSES AI-ONC SAID CE:\TTERIJ]TIE:
t. N 5t DEG&.EES +7',38f W t24.10 FEET
2, N 45 DEGREES 55'38'W 239.80 FEET
s. N 64 DEGREES 32'38'W s07.80 FEET
c. N 8+ DEGREES 5l'38' w 169.60 FEET
5. N 79 DEGREES 36'3E' W 2O3.OO FEET
6. I\i 72 DEGBEES 34'38" w 879,00 FEET
7. S 87 DEGREES 45'22'W 342.00 FEET
8. S 85 DEGBEES !Z'22" W 23I,OO FEET
9. S 65 DEGREES f|'Q:W 5I7.OO FEET
IO. S 48 DEOREES 42'?l'W 332.00 FEET
u. s 69 DEGREES 14',?2'W 363.00 FEET
t2. N 80 DEGREES 02'30' w 181.97 FEET TO Tt{E TRIJ:E POINT OF BEGINNI}JG.
PARCEI- D
TOGEIEEB WTTH A 30.00 FOOT WIDE ACCESS AIID tIT&IrY E{SE}IIENT EIilB{DING EROM
MEADOW IINE TO COUNTY EOAD NO. 109 AI'ID BEING TIIE SOUTHERLY 3O.OO FEET OF I.(T
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Our OrderNo- GW233@*7
TEGAL DESCRIMION
15, WESTEANK SLEDTVISION, FIIING NO. 3, AS SHOWN ON THE PIAT THEREOF RECORDED
IN TTIE GARFIELD COLT,ITY CIIERK AJ.{D RECORDER.S OFFICE.
PA3CEL E
TOGETIIER WTTE A TEMFORARY NONEXCLUSNTE ACSESS EAEEMENT TEROUGH WEST BANK OPEN
SFACE BENG A SOJO FO(}T WIDE STRIP OF I.A"\ID SITUATED IN LOT 24, SECTION I,,
TOWNS{IP 7 SOITTH. R.{\'GE 69 WEST OF THE SDffH PRD{qIPAL MERIDIAN, @I,]NIT OF
GARFIELD. STATE OF COLoRADO: SAID ST'RIP oF IaND LYII.IG 2s.00 FEEI TO EACE SIDE
OF TgE FOLLOWING DESCRtsED CBITERLINE:
CO}{MENCING AT TEE SOUEIWEST COR}IER OF SAID SECNON 1. A ELM BRASS CAP IN PIACE;
THB.ICE l{ 6i DEG&EES L3'?a'. B)n3.28 FEET TO A POINI ON TEE EI\.9TERLY U\[E oF
sntD Lor 2s, SAJD por.vt Ar-so BEING ox 6eo cs'lTEnlhE, T}IE TRLIE polvr oF
BEGINNING:
1NENCE LEA!I}{G SA!) EASTERLY LINE N 48 DEGREES 9,'5'1'W ALONG SAID CB.ITERUNE
236.9} HEET;
THEI.{CE CONTL\IING
^LONG
SAID CS\'TERII\E AI'NG TEE ARC OF A CUR\|E TO THE RTGET
HA\TFIG A RADruS OF 1404.75 FEET ..t\D A CE\-IR{L A}IGLE OF 10 DECREBS 55'42", A
DISTAI.ICE OF 26'7.94 FI]ET (CIIORD BEA&S N 43 DEGRIES 25'05" W 291,53 FEET);
TTIB{CE CONTh-LTTG A]-OI*C SAID CENTERLS(E N 59 DEGREES 15'39, E 20.95 FEET TO A
POTTT ON TIIE SOTTT$I/ESTERLY RIGHT-OF.WAY OF COL}JTYROAD NO. TO9;
THE!{CE LEA\E{G SAII RICIIT-OF-WAY A}ID CO!{TR&:ING ALONG SAD CESmERLhE S 69
DEGREES }6'-?9'W 30.].8 FET;
TEENCE CONTTN'TJDIG ALONG SAID CSNTB'LI\E ALONG TIIE ARC OF A CI.]RVE TO THE RIGHT
H.{VAIG.\ RADruS OF 5.OO FEST A.YD .{ CE]{TRAL A"\GIJ OF 42 DEGREES 43'58" A
DISIA}iCE OF !8,65 FEET (CIIORD BEARS !i 19 DEGREESZL'Z?'W 18.22 FEEfII
TITE\CE CO\TT\LA\G ALONG SAID CE}.TTERLINE N 6? DEGREES 59'3'W 56.?9 FEET;
THENCE CO}TTL\'I.]D{G ALONG SAID EENTERLBIE ALON6 TIIE ARC OF A CLRYE TO TI{E I^EFT
HAVING A RADruS OF 35.OO FEET A\D A CENIRAL ANGIE OF 64 DBGR,EES 44'47", A
DISTANG. OF 28.25 FEEf, (CEORD BEARS S 79 DEGREES 38'13" W 76.n FEET);
TTIENCE CONTTNUINQ AI5NG SAID CEI$TERLINE S 47 DEGREES U'50'W 5tJ3 FEHT;
THENCE CONTINUING AJPNG SAID CE}ITERIII\IE AII}NG TtsE ABC OF A CI.IR\TE TO TI{E I.TFTf
HAYING A MDTUS OF IZ5O.OO FEET AI.ID A CENTRAL AI.IGI,EOF 05 DEGREES 2945" A
DISTAI.ICE OF 119.54 FEET (CHORD BEARS S 44 DEOREPS 3t'27'W 119.49 FEETI;
THENCE CONTBIUING AI3NG SATD CENTERLINE S 41 DEGREES 41'T5'W 96.44 FEET;
?HENCE CONTINUINq ALONG SAID CENTERUNE ALONG T!{E ARC OF A CUR\TE TO T}IE NGIIT
HAVING A E.ADruS OF IOO.OO FEET AND A CENTRAI AI.IOLE OF lE DEGREES 48'32" A
DrSTAlicE OF 32.83 FE-i'(CHORD BEARS S sl DEGREBS t!'2r" W 32.68 FEET);
TEEI.{CE CONT$"LIII{Q ALONG SAID CENTERLL\E S 60 DEGREES 35'37. W 46.99 FEET;
TI{ENCE CONTII.TU$IG ALONG SAID CENTERLINE ALONG THE ABC OF A CURTIE TO THE RIGHT
HAYING A RADruS OF IOO.OO FEET A}ID A CENTR^.L ANGLE OF 16 DEGREES 49'45" A
DISTAI\ICE OF 29.37 FEBT (CHORD BEAXS S 59 DEGRESS OO'29- W 29,N FEET);
TTIE.ICE CONTII{IISIG ALONG SAID CEMTERIJNE S ?7 DEGREES 25'22'W 39.30 FEET;
TICNCE CON"INUING ALONO SAID CEI.ITERLINE ALONG THE AAC OF A CI,'RVE TO TiE LEFT
EAVING A BADruS OF 25.00 FEET AI.{D A CE}ITBAL ANGIJ OF 33 DEGB.ES 15'59', A
DISTA}ICE OF I+.'2 EEET ((IIORD BEABS S 60 DEGREES 47'?2'W I4.3I FEEI);
TIIE}ICE COITINUINO AI'NG SAID CENTERLINE S 44 DEGREES Og'?5'W 33.76 FEET;
THENCE CONTINIJINC AI.oNO SAID CEITTERLINE ALONG THE AEC OF A CLIR\IE TO TTT6 I.EFT
IIAYI}iG A RADKTS OP 5O.OO FEET AI{D A CENTRAL ANGLE OF 29 DEGREES 35'(X'" A
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TEGAL DESCRIPNtliI
DFirAI.IcE OF'25.82 T'E T (O{ORD BEARS 529 DEGREES2I'52T W25.53 FBED;
TEENCE CONIXNUING ALOI.{G SAID CENTERIJT\IE S 14 DEGREES 3+'20'W 2I.94 EEET:
TEENcE COI.ITINI.JING ALONG SND CENTERTINE AI,NG TIE AITC OF A CUBIfE IO 158 LEFT
EAYING A RADruS OF 5O.OO FEET A.I'TD A CSITB.AL AD{GI.E OF 25 DECnEBS 18'20" A
DXStAr.rcE oF 22.08 FEEr (CEORD BEARS S 01 DEGREES 55',10'W 21,90 FBED;
TEENCE COI{TL\IUINO ALONG SAID CENTBRUNE S IO DEOREES 44'M' E 12TJO FEEI:
TEENCE CONTINTIING ALO}iG SND CENTERLIM AI'NG THE ARC OF A CURYE TO TIIE RT6HT
EAVING A RA.DruS OF Z5.OO FEE'T A.\D A CENTRAL A}.TOLE OF 71 DEGEBES O9'OO" A
DIITA}{CE OF 91.05 FEET (GIORD BEABS S 24 DE@EES 50'30'W 29.09 FEIiD;
TBENCE COIfISIIIING .tI.oNG SAID GNTERUNE S 60 DECRBES Z5'OO'W &I.15 FEBT;
TUENCE CONTIMJING ALONG SAID CENTERUNE AIING TEE ARC OF A CT'RYE TO lHE I.EFT
HAVING A 8ADrus OF 2s.m FEET AliD A CENTRAL AIICTLB OF 6E DEGREES 29'st', A
DE[A.\CE OF 29.89 EEEf, (CEOBD EEaSS S 25 DEGREES 10'01' W 28.14 FEET)I
TEENCE CONTINIING AI,ONG SAID CE}TTERLT}E S 08 DEGREES O4'SE' E 10,67 FEET.TO A
POINT O}.i THE SOUITHERLY Lh? OF LOt 24 OF SND SEC'IION I. TEE TER}IINUS;
WTIEN(E TEE SOL]"TTTVilEST COR.\IER OF SAID SECTION I BE.c,I?S S 50 DEC}REES 30'32' W
1335,39 FEET.
PARCEL F
TOGETHEI WTTH A LEVTITED ACCESS EASE}TENT TTf,tOUGts ROGER TROUT PR.OPERTY BEING A
4O,OO FOOT WIDE STI,IP OF LT\:D SITUATD N LOT 26 /L\D 27, SECTTO}T T. TOWNWT
SOLIII, RA}IGE 39 WEST OF TI{E SD(TI{ PRT\ICTPAL MERTDIfu\, COUNTY OF GAXFIBUD, YIATE
OF COLoRADO; SAID STRIP oF LA.I.rD Llmic 20.00 FEET TO FiF\Cg SIDE OF THE FOLI-oWBIG
DESCIUBED CE.YTERI.iNE:
CO}IVENCRiG AT TI{E SOUTH*EST COR.\TER OF SAE) SECTION I. A BI}1 BRASS CAP IN PI3CE;
TI{E{CE N 50 DEGREES 30'32' E r33s.39 FEET TO A POLYT ON THE NORTHERLY LnrE OF
SAID LOT 26. S.ATD POE\.I AISO BEING O}i SAID CE{TERLI\IE, TIiIE TRUE POINT OF
BEGINNI}JG;
THENCE IjEAVII.IG SA'D NORTHERLY U}-iE S 08 DECREES 04'58" W ALONG SAID CT}IIERLINE
TEE\CE CONTINUING ALONG SAID CSNTBRIJNE ALONG TEE ARC OF A CTIRVE TO THE RIGITT
EAVING A RADruS OF z5.OO FEET AI{D A CENTRAI ANGLE OF 79 DEEBEES 39'45', A
DISTA}IEE OF 34.?6 FEET (CIJORD BEARS S 31 DEGREES 44'5J' W 32"03 FEET);
fHENcE COh|TIrIUING ALONG SAID CENTERUNE s 71 DEGREES 34'+7'w 1I.95 FEETI
TgrJ\iCE CONTINIJTNQ AI,ONG SAID CENTERUNE ALO},IG TEE AX.C OF A CIJRVB TO TgE RIGET
TTAVD{G A RADruS O' 5O,OO TEET A},ID A CEI{TBAL ANCLE OF 21 DEGBEES 47'92" A
DISTA}.ICE OF 19.0I FEE-I (CHORD BEARS S 82 DEGIUAES 28'18I W 18.90 FEEDI
TI{EI.ICB CONTBIUII{O nI,O}{G SAID CENTERLINE N EI DEGREES *,N, W T6.83 EEET;
TSII}.ICE CO}.JTTNI'I}{O ALOT{G SAID CEMTERLINB ALONG TIIE ARC OF A CUB,\IE TO THE LEFT
HAVING A B^DIUS OP 25.00 FET AIqD A CBNTRAL ANGLE OF 95 DEGEEES 09'44" A
DlsTAlIcE OF 41.9 FEET (CEORD BEARS S 50 DEGREES 40r40r W 36.91 FEET):
THENCE CONTII\TUINO ALONG SIID EENTERLINE S 01 DEOREES OL,B, W 29,68 FEEI;
TTIENCE CONTINUNG ALONO SAID CENTERISE ALONG THE ARC OF A CIJR\TE To THE BIG}TT
llA\ElG A RADIUS OF 50.00 FEET A*YD A CE}ITRT!'L A}{GLE OF 3l DEGREES 40'51', A
DISTA}ICE OF T'.65 FET (GJORD BEABS S 16 DBGREES 51'49T W 27.30 FEED;
THB\ICE CONTRruINO ALONG SAD CENTERLtrIE S 32 DEGREES '[2'14' W 8t.35 FEET;
TBENCE CONTINUNG ALONG SAID CENTERUNE AI-ONO TEE ARC OF A SI.IR\TE TO TTIE LEFT
E^VINO A RADruS OF 5O,OO FEET A}TD A CENTBAL AI{OIJ OF Z6 DEGBEES O1''*., A
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Ir ! THENCECONTINI'ING.q,I-I{GSAIDCENTERLINES53DEOREES 49'4]'E8598EET; I II TEENCE CONTINURTG AI"ONO SarD cENTERUNE ALONc TEE AtC OF A CrJR\rE TO TgE RIG1'1 I If I: EAVINGARADIUSOF25-00FEETAIIDACE\TTRALANGI-EoF28DEGIEEss6's2'.A I Ir r' DISTANCE oF t2.63 FET (CHORD BEARS s 39 DEGREES Zr22'E 12,s0 FEET); I II THENCE COI{TINI'ING ALONC SAID CENTERU}IE S ?4 DEGREES 52'56' E IO^28 FEET; I If fi lsENcE coMINUING ALoNG sArD c,NTERLrb[E AI-oNG TgE ARc oF A cuB\E To rHE RIGET I III *ffi*i4[fif,1"#8ffi;H*ffiIl',#,ffif''"A I !tlI r TEEII-CE CoNTINIJING ALONG SAJD CENTERLINE s 17 DEGREES oe,rs- \l 46iS FTEET; I Ir I THENCE COMINLIING,ALONG SAID cEl.lrERLINE I:ING THE ARC OF A ClrB\rE TO TI{E RIGHT I Ir I a{vING A BADIUS OF i00.00 FEET AND A CENTRAL ANGI-E OF tO DEGREES 32'50" A I II DISTA!{CE 0F 18.41 FEET (CHORD BEARS S 22 DE^GS.EES 25'40' W 13.38 FEE-I)I I Ill ffi=:3wil3t3I31ffi:ElTffiH3:"ffi:',i;Ia;i,XHr*ELBFr I !r HAvtNc A R.*Dn,s oF i{.00 FEET A.ID A cg\TLqL AN6I-E oF +d DEGREES oe,.s', A I If r DISTAI{CE OF 40'27 FEIiT (CHORD BEARS s 04 DEGREES T'33'w 3e.19 FEET); I IlI ffiE:3ffi3ffiil3:ffiHTffi:,f3HH1#'i;i'.ilH,srEE*G'r r II IL{\[\IG A RADniS OF 50.00 FEET A-VD e CENIRAI- A}iGLE OF 4r DEGREES 51'43., A I Ill ilxffioo,i,"iflsi.t-rsHi'tr"ili+"slli:##,1:,?"T?l,FEEr; I If ' TtEiCE CONTf,\tUBiG ALoi{G s}.D CE}-TERI-D{E.A,LoNG THE ARC OF A CrIR\rETO TEE LEFT I II r lrAvR;G A RADTLS oF 50.00 FEET A),ID A CENTRA,L ANGLE oF 39 DEGREEs ss'48,, A I Itl Hil':&t{fi,xETf$3H;HiffiBF,'r,r*';iH;i#.ffi'FEEr, r Ilh ffitrr,ffiFffi.#fifftrffi^ifl?;ffif3,KlffiHT^*-,crrr I IIfDISTAI'{CEOF42.66FEET(GIOBDBEARSS0TDEGREESSS'33'W41.38FEET);lII t TEE!{CE CONTINUT^IG ALO}.IG SAID CENTERUNE S 32 DEGREES n'Lt' W n.&FEET I II l' THENCE CONTINIJING ALONG SArD CE\TERLINE ALONC THE ARc OF A CrJRltE TO TtrE rJFT I IIt Httrdl*y,:?l;??&ffiffi*ffiffi$""H-!:if;Nffiz++s'a llIt ffiffiffi$ffiJ[#ffi;#tri{rffiffir.EFr ilt I ?-FTANCE OF e.65 FEI:T (cHoRD BEARS SO3 DEGREES l1'4O'Vr 9,61FEET); I Ill ffiF.ffi1trf,!#ffiiffiffi+i{#trr** lllr SffifS''3;1,#fIJf;3Hiffi;S'"?i:HT#KY,i'#ffiSSwr{ENcE r l
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WESItsAIVK SI'BDIVISION
FTUNG NO. 3
couNTY oF GARnBLD.
STATE OF COI'RADO
OErOrdlrllo. 6W:UE|@$7
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ATTACHMENT C
WASTEWATER TREATMENT ENTITY
INFORMATION
O WILL SERVE LETTER
o GRANT OF EASEMENT (SEWER LINE)o OUT OF DISTRICT SEWER SERVICE
AGREEMENT
EXHIBIT B _ ROARNG FORK WATER AND
SANITATION DISTzuCT RULES AND
REGULATIONS
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I I october 17 , zoolI
I I M;' E.ic ruin
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RE:
3,9t:T:i:'LH:t"'& sanitation District/Rcse Ra.ch Lirt station
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I t The District's plant was designed as a 32o,ooo gpd prant with a first phase of r oT,ooo gpoII currently built' The plant is experiencing present flows in the 1oo/o-i 5% capacity range.
I I rherefore, there i. prJntv of excess capacrty to serve Rose Ranch.
I t
The District's plant is currently meeting ail parameters of the NpDES permit.
r r rhe Rose Ranch development has made a payment to the District as an up-front tap fee,I *hich will pay for an expansion to the wWTF sufficient to serve the demand from RoseI I Ranch
I t hope this letter will serve as the attachment that is necessary to the site Application. lf you
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have anv questions, please car.
I Sincerety,
I I '.HMUESER
GoRDoN ME'ER, rNc.
IrI ,;-lr .,i" ,;^;; ,
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cc: lj,[?""n, Esq
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ASpEN GLEN WATER & sryrr^i*ri* . ro< (eu)e6o-(
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February lZ. l99g
ITIAILED TO:
Mark Bearu Direcror
Garfield County planning Department -I09 Eigitb Srreet
Glenwooci .Springs. Co jorado g I60l
Re: Rose Ranch
Dear Martq
This letter will cordirm.tlat th-e Aspen Gen water & sanitation District ca, ard w1 provide sewerservice to the proposed Rose Ranch de,elopm; Addi,jonally, the developer ofRosc Ra:rsh rvil berequired to panicipate in the cost oia=try wastewater pl&nt, expansion which may be required to providesuch scrvicc.
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hesitate to contact rne if you havc any further quesdons regarding thc Distria,s
Very Truly yours,
Timottry Thulson
Ron tleggenreir
Larry Green
ASPEN GLEN WATER &.SA}ITTATION DISTRICT
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rci:secue::c. cf :ie use ci rire r'3' n:ca liacs' hci'iities ;t' ",t.;fac:.:.rres .. irrtd!:e: :e:s'.,r.a.., .*-*;:,'.:'IJgrB 8ra'uied hereoy
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not.limited to, attorue)rs, fees aad ccrbe ina:ned bv G;;,* ;=fii;ff (whettcr tn'rr.1..lefore or after n:r-t), which o,avc;;;;r?";t',$.Yf ffiH.T:,y";o ou, ortbe.;.;; uy Grartee ot
tjldiug Aqreqrrenr AII csvena:tsg cb'ot'h"[E-6tHs upon aod inure ,j':;j::,^Id :..ro, conlained in ch:s
Graalore.'..ffi,fl.',.=a=ts?cbii3atious,aldieiascon!ainedinth:s
t'5eir respe*. ,u.*i;;;::rtgrfn aad i:iurc to the u.".oi "i,#;t., bereto aud
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i,.*riar". ff.;^i:l::*ffi?"rfi,l;,jrt*:;:e 6j:C ia conuecrcu w:t! ile cor
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r"rp;p'-'","r'liiE'fr'i':"T"t*tr'ffi"1*i:i^ffi "l,'#":?dtriJHrces aac cg$ eviusa it aray **rl.=.sc of au,v n:c! ;f:"*. Ge;;.. rry aronreys,
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E\I TITTI'ES
Eascorest thi<)f{.ffiHr"fu:Tf: has gxecu.d ad derivered rhi< Grast orF{.ffiH,"":b:Tf:
ryrytcs Hor{EowNEs Ass ocLA.TToN
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srATE OF (1/..J
WITI\IESS rcy Land aud oEcial seal.
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I or,rr-oF-DrsrRrcr sEwER sERvrcE AGREEMENT
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.,7 ITI.JESSETFI:
wHER'EAS' tlc Dist''ict is organized purs.raut to TirJe 32 cf.the Cororaco Revised::1[::,:1'ffi#' cw!1 tnd opt"'t. " ,.gioo.l wastewarer trcatrnent facitiry to provids
p a n n e d u, i r o.,ilifiIi1#:: lsii f I? !: ?: il :ffi-",,t# f lt"frT*iilwithin a deljncd.service Are". rna in.Expinaed S..ri.. Ar-... ottbe Districr. all as shownon Exnrbir A, atrachcd hereto .n'J i".o"porarcd herein by this rcfereace; and
UTHEREAS' Rosc is Lhe cwner of certais undevelopcd real properry rying rvithia rheEnancec service A::a or rl. D,lr;c, 1nd.;.;:;i;-;"'J;;;;.r""'c,., (bereinafter'Ecse PrcperM)' The R'ose Proc.r-ty is d&ribei''oo e*l,li, g, "rh.l"d herero indrncorporated ,te;c:o by this refereace; and
wi{ER'EAs, rre District aed AGGp, the deveioper of Aspea GIeq have by aseParate agreementcootracted for the Districtls;.q";id": or. **t.L.t"io."*.otpraats i re, . a n d AGG p's co n structiou an d a. Jl*I""';tT,;r\ isria fac,] i ries; ao d
tuIT k b HEXSsj,*,?ffJffii lJ ;* * jd.r.1:, 00 r ( 1 x k ) h a s t h c p or e r ro
Wilppc4S, L\e pa:-ties hereLo dcske to cxpre...thclr sgrcernent ccncerilint ti:eproresion of sewer and '*'-aste*.r., *o"toent scrv:ci to ttrc Rcc p:.operty aud aoy otherpropefiies capable of being scrved by tle Oistr:cf i-oJ., participatioo in the arpaosioo ofrhc District's wasiewater ieaun.n, it*q anc rcratcd traners
Now' THER.EFoRE for and ia -coosideratiou of the mutual prornises andcovenan.' eontained bereiu, aud other good'aad rraluable coosidcration, the reccipt and.o:ou.? of which is hereby ..tn""r.ai.a, ,lr. p.*iJlgr"" as foltows:
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A Plaot Desigg- fie Disricr service t^t:n, ." lpproved !y Garfield councy,llYl:: for a regioaal waitcwatci teau,"nt plaat which wrfl bc coustnrctcdtn multiple pbascq with au urtimate t"t r dJ;;;;| of 600.000 gauoospcr dav (gpo' ot 1ry EgR t{ ei = 1 EAR),'.oaLui"b coutemplareswastcwater trca'reot ser'icc io thi scrvic" ;;-;;lrpauded scrvicc arcaas showu ou Erhibit A rro*ri*, io, pu.p*es of carcuratioos undcr this
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Agrcement only, and without Iimiting tbe acrual ultimatc capaciry of the plantor the actual levels of sciv.ice ti:atmaybc crrcnded ro the tior. irroperty, theperiics shall assurnc the ultimare capacity of thc plaor is 320,000 gpd, oiioooEQR. Phase I of thc plan(.s iropor.a io ibe Districr Service plan, isplanned ro have a capacicy.of 106,800 pp!, or356 EeR. Furure phascsorileplant will be consrructcd ana fiia
-for
pr.rrruro-, ro the terrns of thisAgreemenL
Allocations of Current Dgsien Plant Capacitv. AOGp is rcquired ro consrructal iu erpense'..he sewer lines aid waste.rrater [earrnent faciliues oeccss.lry to
servc Aspen CIen, and to convey sucb facilities to L\e Disrricq as Cescr6eCin rhe Servicc Plan rnd as rcquireC io the Coostnrc:ion and R,eLorbursemenr
Agreement bef.uecn AGGP and lhe Dfstfcr, excculeC cf cven Care herewith.Asper Clen a'. full bu.ild our will require a servic: level oI apprcx:matcty 63gEQR irom the Disu-ict wastewarcr keatrrent plarr, or appiorirna:ely sixrypercenr $0q.) of the planr's assumed ulrinatc capacity of 1066 EeR.Thcrcflore, approrimateiy a2E EeR, or forty percenr (4CE;, of thc assumedultimate capacity will be a'railable for use on propenies curer.lry iocatedcuside the bcunCai-ics of the DLs.;ic._ Nor*ltlsia:rding,*he asslmptions
under .his Agr:enen.r., all plan:cacac:ry over asd above tf,e oeeds of Aspen
Glen, as outliqed in thc apprwec Sei'',r,ce Plao arC aov ameodmects t-bcreto,srall be avaiiablc for service to tle Rosc properly. subject ro r-he terms aqd .conditions of this Agreeoenr. and to atry otier ur.i'*bos. propert/ is capable
of bcingscled by the Disrric\ subjectio otber applicabla "gi".r..oo This
service shall be ou a Erst-cornc, first-scwcd brsu, i.r.rp..tiJ. of any exisring .
cstirnates of &e numbcr of EQR tbat aoy user or property to be -ived rra!
requtre.
se.lvice t.o R.-csc Prcpee, waste.vater treafi:eDt seMce ro the Rcse prcperty
wrll not be th;cugb eris't:ng Disirict collecrico lireE bu: wili be d;ecrly into
iines at L\e Dist:'ict wastewater treaEnent plan site, or into the plantitsclf.Tue District hereby cooveyq effcctive upon approval of ,$c Enal plat
depictrng such
".se
men!r to Rosc, his nrccessorl ind essigns fo:ag_b_gr-gE!
"f tl. nry f,.g"ny. the lon-cxclusive right to coostruct,iularffiiior"-in.
rePalr, aod replace. sewer lines rod all appurteuaut hcilities, to District
e n gi n e e ri n g.spcci Eca tio ns, wi th in th c Districi'i wastc,* a tc r u e a hnr t n t p I a n t si te
for conoection to lines or plant therein, rnd to uulize capacity in such liocs
or plang all rubject to rhe tcrms aod conditions of this AgrecmeuL
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. Rose shall bave tbe rigbt to
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obtain s€rver and wastewater treabnent service una*TEAgrceueot for the Rosc propertybp (e) purehasing exisung scwer plaot capacity, if elailablc uuder the tcrrns of oir *
Agreencut' aod (b) participiting in tle fioaociog.tra cossuuction of a Phasc of si*er plaot
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chpacity expansion pursuant ro the terms ofeither, or both, rn.rhoC. of obtaining scrvice
this Agreemenr. Rose rray ctect to utjlizea: providsd herejn.
3' Purchase of Er:sting caPaciu' If Rose desire-s to purchasc erisdng capaciryfrom the District's wastewatcr rr."t *-"t pl.nq he if.,"fi"",ify thi Dirtl"t of r.hc amounr ofcapacity desircd' and the ProPerv to be sc*cd tltcrcby. upon such notice, rirc District sha,determine wbetier cap"c;ry' i, '"""i[ui. i;i ;;.:lX".,-* pro.,idcd in pang:-aph 5. Ifcapacity is available' tbc Distfct shall 1"T t1ffi'*"1 .1.T.rv,.cr ary avairabre portionthereol availabre upon Ro,. r p.yr.n, of a ho n'.." ir.* capaciry Fec for each EeR ofscrvice desired' Tre appropriaic iro n.t" ti;;ffiiry r.. ., ..t.uirt.j pu.,u.nt to tbisAgreement shall be paid io tlc District prior to ihe iariier or: (t) allocarion o[ suchcapacicy to Rose, or (2) actual connecrion.. ff,. tr; ir; plaat Capaciry Fce shatt cousistof rhe surn of: n coqhon E:..n.nisurchargg., a"ir.a in parag:.aph 3.A.. berow, and
i?,i: Jl' ;;i;;;rporared hi;ein by rhis rererence;pursuan i,,,.l"E!:jil,flilj,';itT;i:i.?r$.;jto thc maximum limir provided in prragr.pb 3,C. U.fo*. Exhibiu C a:rd D contain theformulas for, and iirr:stralions o[,,ii coi-r.r* eil".risurcharge and the Adjusled prantInvq5lrnqtt Fee ccnrPulalions. Tire par:ies straIuriilz. uca be bound bv the formu,las and;:I;H;nr.re,iccs ,r Exlic:s C ard D, ,, *.1 ii-J.-;;;;j;;;;;,::, a;e a,rairablc
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f;f.,r::,,1il;urmiucd ro consrrucr. ar.its crpense phasc I of the
A G G p *,, - "li.l'J, :n T : ['rr:i Xl,"t :** ,** * fm; t:uscd io ccrn'oo by resideau-or A"p.o GIeu and otler DistrictcJsio:,incrs ouUide..Aspeo GIen *Uo uU.trz. pf^"1 **Or, io pbase Ia;d alsc capac;tv maee.u.;l^oi. in s.:bsecuent Dbases of plantccnsi.Jcrion. The pract faciliies *ii.u ;;c; ,rit .orrrucr andwhich will be uscc by orber liop..tio ousiCc irp., Glen arerefened tc he:'cin *'io,n-on fr.i.nu.; ;c;;iar be enirred toresoup ficm the other users of ,h1" common et.,oooo eacb user,rproportiooare sharc of thc costs o[ th" a;;;;;;[;""r through theconstnr ctioo a n d_ R eirnuu oii o iagr.., en r between AGGp an d th eDistrict of eveo darc hercwi,i. i;, eacb EeR of capaciry in phasc tof the urasteu6lql trraL=,eor prant purch..ua uy RosJ, Rose sball pay- to the Drstrict as a phasc t commtu EIementtur"t,"rg. bis pro ratasharc of the actuar io.r.",.nior conr,*ction costs of commonElemeos benefitting prop.rti* ouuiA. Aspeo Gicn.
The Pbase I coornon Elerneut surcharge sha[ bc bascd upon achrariocreqenbt coostructioo costs inornea by AGGp in consrructioo of
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the Common Elemcsq as ccrrificd by AGGP ro the Disrricr togethcr
with supporting documcntation including specifically but witbout
Iimitation construction contracLs, change ordcr\ canceled checks" rnd
liea waiverr As uscd in this Agreemen( the telm 'constjrcrion
Cosis'shall mcan actual 'hard cosG'incured for engineering fces for
prepararion of consrructi& drawings aod bid documcnu. and labor
aad rnaterials. but shall not include "soft cosis," such rs permitring or
legal fecs. AGGP shall providc to Rose for review aad approvat-the
ccrLfication anC all documentation submincd to rhe Districr Exhibit
D conuins, in aCdition to a formula acd compu'.a,.ion, a tist of
Ccrnncn Elemcnts curie;rllv aoticipated to bc coost.Jcted as part of
Phase I ccnstnrc',:cn. Said list shall be the basis for the calculaiion of
tbe Phase I Conmon Elcneol Surcbarge. ACGP will excrcise good
faith effors to refiac the tteatnent process in order tc reduce cosls
rnd reduce the costs of thc facilities described in attachment Dl.
Upon sucn refinemenL aad upoc tle preparatioo o[ const,ructioo
draings, the parties srajl neBotiare in good faith any neces$1ry
reallocation or adjusunent of the Phase I Cornmoo Ele:ncnt Surchargc
anC shall anenC this Ag:eement as oec.ssary based .Jrereon, In oo
cvcni shall the Disr:':c: cxargq nor seall AGG? reccup, Conrnoo
Eienrect Surcba:'ges, exclusive oI interest, ia exccss o[ tbc total amouat
dctcr:nincd due bascd cn the ac!,ral Coaf,rcrion Coss certiSed by
AGGP lo the District. The Comrnon Eicment Surcharge shall accrue
interest as provided iu Paagraph 3.8.(2) hereof-
Adjusted Pla:rt Invastment Fce- An Adjustcd Plan,. Iavest::c:rt Fce shall be
cbargcd to Rosc by the Discict for eacb EQR oi capacity purchaseC by Rosc
iu Phasc I or any subsequent plast expaasion iu which Rcse is oot e
Participating PaQ, as CeSned heiein- Tbe ACjus..eC Phnt bvesirr,ent Fee is
i;rtendcd to compensate AGCP (or aty otber Pa:;cipatlng Pa:-rl) fcr thc
aciual consinrction cost of taclities a:lribur:blc sclely to Phasc I (or any sucb'
subsequent plant expansion). The Adjustcd Plaat Iovestment Fee shalt bc
based upotr tbe total Consrructioo Cof-s, less any Constn:crion CosC
rttributed to Commoo Elements' dMded by the number of EQR for such
Phasc. This basc amount shall be adjusted by the prernium referenccd iq
Paragrapb 3.B.(i), and interest referenced in Paragraph 3.B.(2). Actual cots
incurred iu constructioa of Phasc I (or any subsequent plant erpansion) shall
be ccrtified by AGCP (or all Participadog Parties) to the Disr'ict together
*'ith s:pporting documentation irciudiug specifically but witbout limitation
constructioo contracts. change orderq caucclad checks, and Uen waivcrr
AGGP (or all Participating Panics) shall providc to Rosc for revicw end
approral the certification and all documcotation submittcd to the District-
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(i) ' As Part of the Adjusted
Flant Investrnest Fee, Rose shail pay- pr.*iu, equal to r*cnty
Perccnl (20%).o( tle Adjusted Pirnt lavcsrncut Fee as inirielly
calculated bascd on acnral Consuuctioo Costs without the addition oi
any interesl The premium shall sot accruc iotereslI
(Z) lnterest. Rosc shall pay idtcrest oo thc Conrmon E]emcnt Surchargernd the Adjusted Plant Investrnent F'ce (oot iucluding the Premiuin
thereon). from and after the date on *hi:h the wastewater ueatment
plan( land, and all line-s aie conveyed by AGGP to rbe District rt a
rate equal to the monthly average Prime Rare as established by Cbasc
Manhattan Banh New |qsf New Yorh prcnrided. ho.urgrrcr, that in no
eveni shall i:rtcrest paid hereundcr excccd lZ% pet annum for aoy
yea !'.
Maxinrunr Phase I Adiusted Plan: Inrestment Fee and Cornrnon EIemg!
s-prcharge. Nctwithstanding aoything above to '1. *otr"nl. tr.," e,q-*'"a
Plan: InvesL'nent Fee aac Cornmon Elerrent Surchargc charged to Rcse for
the purchase oI any plaot capaciry in Phase I shaU nJt exceed the follovinc*anouos, as abscluic lirnirs: '-'o
(l) For $c pe:'iod connmeacing Jauuary 1 of tlc yea;.follov:ng tle ycarin *hich t-bc wastcwarer treaEmcut plant, Iand, and all lincs are
sqnveyed by AGGP to tha District, to and includiug December 3l of
the year 10 yean folloring zuch yean
Adjusted Plaut Investmeut Fee: !4,500
comrnon Elemeur Surcbarge: Jtg_lL orcG) Thereaiier: - -t - -
ACjuste C Plant Investrnen.. Fee: 55,625
Coarmoo Eiencesl Surcha;ge: 51,875
l-. Inqreisepf Sewer Elint.c-apaciw. Irrespcctive o[ *'.ffi [.r.t *r.a
rny existing cepacity from thc District'erastewater treatneor plalt, aud inespcaive of
whcther eny uouscd capacity remaios in the existing plant, Rcc eod/or AGGP rh"U h"r"
$.-.b!?:gright at tll tglgleguest an iocreaseln- *a"tcuarcr treatmeur planr bpacity.
right of Rose and/or AGGP to request and participatc iu plaot op"n"ionr is $biect
to thc.olooer renrl,rto-w authoritv gf the starc of cglgndo_ Garfi"ld county. om
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the Diroict finds it oeccssarl'or aesi-rffiat
".aste*ratcr treaffienl
plant cepacity incrcascd, it(tbey) uray demaod srch incrcrsc by the folloring proccdure:'
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-Utt:tt.r"l e'r^ttl* p1rry requesring expansioo (the .lnitiaring
Partl') shalt prornde u,ritten notice'by re6istered or certificd mail. returnrcceipttcquested, to thc District and ali exiiting .na poi.ntial (as dercrrninedby the Districl bui which shari include Ros. ;;: ic6i;parriciparing partiesoI is cesire to havc the wastewater tr.eal,rcut plan,..pi.iay in.,.."iea-
Ncgotiation bv Panicipa-ring Partigg. Wit}in 30 day: of tbe giving of nrchnotice, e,ach party r...irin! sr.,.h notice sball ac"is" thc [nitiating parq.,whethcr it aiso cesircs an inirease in plant capaciry. Lra party receivilrg suchnotice does nct:'espond wrthio 30 dayl it shall bc deerned to not desire topanicipatc in thc increase in plant capaciry. Tbe Ioiiaring partT shall thenestabiish a caie, ii,e, and rocirion foi a jorot m.et,"g, *i,t in 60 cays of thegiving of the nclicc ,o.l.h. Disu-ict prwiicc r" e"r"gilpb 4.A.. above, of ailP:t:j.: providing an aifinrative response. Ar rhis lJini rneeting, rhe partiesshall deter,nine th: approxinnete increasc in the pi.nr capaciry required bycach par], and rhe.rotal required increase in capaciry. et such m=cting, thcparties shall also de:erniee the numbcr of EeR.s io bc allocatec io eachparty from the increased pianr capaciy, aod u\e parties shal authorize theprepararioc, ui:llin a reasonable tirne, o: " ,.por: ty te-Disrict Engineer toshow the exacl a::'rou:rt cf t5e inc:.e,ase, tl-:e facilires ro be consir..rc:ed as part
]f 1.1 expansicn, rhe cosi a;:d capaciry of such facili:eq asd related maners.Each parry requesiog capaciry sharr recerye a c.py ;a,b; ergineering reportEngrneering cosrs a.",-.riog to the Disbict in rh; ir"p"ratioo of such ,.porishallbe paid by each part| in thc onr: proponioo as $e capaciry ,.qu".,J'by each party bcan to tbe totar crpacity requcsted ul .rr parties
tinancing C.ocnnritneot Tbe District shall es.abiish a cate, tirne, rnc lxatioofor a. second jciar T..ing oI rhe parties to bc held withiu tlirty (30) dap oficceipt of 'Jre Disu'rct. E;rgineer's reporu At zuch o..,ing, the ca.i es sballilnaiize and apprcve ihe engineerirg repcr\ the exacr iotar required incrcasein capaciry' the exacl .o'o"it cf capiciry, erpresscd i" iens, to cc ailocatedtc cach- par,ty, and rhe esdnatcd coit allocabic to .".i plrrr, Each party shallthereaftcr have sixry (60).days to- proride to tbe Disric.- (a) the necessaryfinencing for the coosrruidon, md ib) satsfacrory evidence of such finaocing.AII cost allocations shall be reduced on " pro rata basis for any grant receiredfor constn:ctioo or sirnilar purposcr and' thc agxount of aoy i. n, shail ootbe included in tbe calculatiou lf tU" Adjustcd Plant Inves6rent Fee. Eachpany making the fioaucialcommitmeDts s€t forth bereir and participaring in
::nl*:tion oj a plant expansioo shall be refcrred to berein asa partjcipating
rarty. At such mccriog, rbc partics shall discuss aod agree oo whcthei uonJ
or other public deb.t fiua-ncing may bc made available t}'rough the District forconstrucdoo and, if such'finincing is or may be a,ailabtel ue parties may
Io.* such agreemcnB witb and througb tle oistrict ." ,iy be appropriatcto obtain such tinauciag.
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D' Proiect Contrg!. oncc each Panjcipating Party has ananged for financing,thc District 1tr1ll proceed to neiotiaie
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ana execurc all con tracts forconstruction of the increascd.plant cipacigy. Erclnf .r p.l"iJtd in paragnph4'l' hereof, t}c District shati bc solely rlsponsible for construction of theexpansion projeci and thc.otber Participating Parries th;ll .*pcrare in rbeccnstructl'on Process' including rev'!w
"oC approval of ail cbange orders. AllParticipatrng Parties shall haJe the right ro'nake i;;t;;;ro* ,h.y deemrppropriate rnd to bave full access to th. Disricr's bcoks, recordq contracts,and othel docur:''eotatioo reiating to the cxpans:ou project To facilitateinspections, the Dislrict shall reguiarly apprisc tbc parucip'arir:g parties of thesiarus of the prcjec.-
E. Costs of Exparsio-:r.
(l) T'ne cosl cI ccnsuucrion cf any phase of pianr capacity expansion shallbe allc."ted to and paic by .""h parlicipati:.:g'part1u,"' ai.^,aing u.,otctal consUrction cosr of thc phasc uy itre oi,nt.i of EeR createdin such phase acd murtiprlng_ the result (cos: per EeR oi *paciry) byu\e number of EQR r.i.*"i to cach pi;ticipating p.rry E:hibit Ealached he:elo ald incoricraiec he:eln by rlx r.f".r.n.., ccnlaios auillustra'.:ve computaiion cf thc aIocatioa of furure prani expansioocor:s:rucric' cosrs. Thc parties sbail utilize aod uf bound by the
!*ula for cor:putarioo iliustated in Exhibit E, ar such rime as 6nal<-oostn:c5on Costs figurcs arc a.railable for calqslations. Thesc cosG
:::l] ::::::::::d ind-auocarcd by iuserting u" i."} figurcs for
"l1b .-p.ryioo into the Fonnura and cornputition foi it," Allccariooof Futurc scwer Piant E;rpausioo cosrr descnled in F-xhioit E.
G )
I i' :'.T H i "* i :Ti,'J, : :'"1 iH'J :Tjl:i: 1.".'#li ;, : : I Jiparlies other tban 199^t par*.icipating in luch erpansion up ro a toralp.iant capaciry oi 320.,000-gpa 1i,ooe
-Eqnl shati pay to rhe Districrthat-prcportion of tbe total rcmaining p[*. t bJ.mon EierncutSurchargc due to lccp. rs the capaciry of tbe Dext erpaosioo orphase constructed for thc benefit of sucb ianies .xpresscd in EeR's,
lears to 128 EOt _For example, if t-he oext ph*.'***cted were
3-56 EQR. and AGGP participated In such ph",c b Lhe axteor of 100. ? EaT, the parties other tfrao ACOP partitipariog io thc expansioo\ ' r.:9}ld Pay to the District a Commor Elenent S-urcbarge equal rot\- U6t428 o1 th. total remainiog Pt; I Common Elerneat Surchargcdue to AGGP, aud the District woutd reimbursc such amounr to
1G9! pursraut to the consrnrction and Reinbursemeor AgreemcnL ..
?.1 Participating Pao other than AGGp shail pay irs pro iia share'of the toul aurount iue, as deterslined by ruitiptying tbe total
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amount due by a fraction having as its Durnerator tbe anrount of
capacity each Participating Party has rescrved end its denominalor thc
lqollt of capaciry rescrved by all parriciparing partics othcr thanAcG?, (For cxample, if Rosc was a participatini rarty to the cxtcnr
otzcO EQR in thc.above exanple. it would payll p"ir"nt (79%) ofthc total arnount cue). T}I intenr of this prorasioo is thai AGGp
recoup all of its Consur:ction coss for Common Elemcns constnrcted
io Pnasc I by thc rimc tota.l planr capaciry is i066 EeR (320.000 gpd).
Ais part of any increaserlt th.e ca.paciry of the District's was'.ewater treai.rne:lt ptaot, all participating
Pa:'ties in srrch expansion, including Rose, Eie aoiicipatec to constnrctccnmon Eienrc:rs which w:il be use? uy partix who do not pa:.licipate iusuch cxpansicn, but who receive serraie- frcm zubscquenr phascs. ThePariicipating Panies constructing Coremoo Elements shail reccup from t]eDistrict through Comrnon Element Surcharges thc Constnrction Cosu of thecommon Ele:necs. common Elcment suicharges sha[ bc charged by theDislrict to non-participating parties purcbasingtpacity in such phasc orparticipating in the consrrucricn of subseqr.ot pbiscs, The District shall
assess ald ccllect subsequenr Concicn Elenrert Surcbarges in such a ma.nner
that the Pailcipar:og Parncs reccup all of tbci; ccsts in Coo,*on ElemcnLs
ccnsur:ctec in s.rch phasc-by tbe '.rme piaot capaclty bcgianing with that phascreaches 1c56 EQR (320,0@ tpd). Tnc zuuscqr.-ot cornmon Elimcot
Surchargx shaU be calculated io .-maorer similar to that describcd for tic
Phasc I Cornmon Elesleot Surcbar6e and Exhibit D, shall bear inreresr, andshall be based on acrual Consr"c'ion Costs as iertified to t-he Districttogether with s:ppornnt documenutioo. Jo the ertcnt Roc is lot 1Panicipatug Parry in a nrbscquent phase. Rcsc sball pey a conmou Eernent
surcharge for cach EQR of capaciry it purchases frorr'Jrat zubscquentphase-
li]lubsetuent corrrnon Elenrenr Suriharg.. shall also be cha;ged cn a per-
EQR. basis, and shall be paid by the Disuicr ro the participaring partix on
a pro rat'a basis at thc time planr capaciry iu u\e applicablc zubse!,renrphasc
is purchased frcrn tbe Disricl
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Dispute.Resolution. In the event tbe parties are unablc to agrec upon any
maner descnted in Paragraphs 4A tbrougb F- each party rh"u t"l.a .o
enginecr to rePrescnt its iutcresis. The sclCtea enginc jn shall then appoiot
ooe enginecf, wle shaU provide a deterrnination uioo the maner in dispute.
I.l ,\n evetrt this process of settlerneut fails, the parties agrce to sett.!e srcb
dispute by arbiuatioo io accordaoce wittr the rules and icgulaions of the
Arnerican Arbination Associatioo, and tbc detcrmiaation Jf tt'r. arbitrator
sball be 6nal and c<',sclusive. Aftcr resolution by an engineer or arbitrator es
prwided in this paragraph, the parties shall proce"J as prwided iu this'
Agreemeut
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H.Reimbursement AEreements. Any Participating Party shall bc cntitled to
reimburscrnenl t-hrough the District from other users of capacity or Common
Elernenls financed and constructed by t}e Participating Party oa terms no IcJs
favorab]c thar thcse of the Constnrction aod Rcimburscment Agreemcnt
bet*16sn AGGP and thc District of even date hcrewiri; providcd. horyeve,r.
that nothing her:in shail rcquire JPartjciparing Party to irice pey eny of is
share of the cxu for any Common Elemens or capacity it creatcr
Reirnburscmenl shall be cn tcrns no less favoreblc'fiau t-hosc:ct forth in rJris
Agreement a:rd said Construction and Reimbuncment Agrccment and shall
incluCe reirnbu;ement lor Cornolon Elernents tirrough a Common Element
Surcharge, ac::al capacicy througb an Adjusted Plant Invesirnent Fee, a
premiunn. anC i;'r:cresL Each Partjcipating Parry shail bc prcvided wich drafu
prior tc excc'.r:ion, and shall bavs 91. nght to redcw fcr a reasonable time.
any rcirnburse:';ient, user, or cocncction aEreerT,cnLs for such capaciry in order
lo ensurc that t.'le agreemcnt is consisteot with other conuolling docurnents
and that aCe?rate pafxnens are required. The Disfic.. shall gir,: carefi:l
ccnsiCeraticn io:he comnei'is rcceivcC on aay drafs and shall rerise drafts
as necessary lo acccmmoCate such comrncnts. Sucb rcview by Participating
Parlies and ccnsideration by the District shall coL hcwc.rcr, limit rhc right of
lhe Parlicipa::ig Par"jes including F.osc. to seek enfcrc::'r:ectof ihe terins of
this Agreenc:'. to tIc exient aoy such reimburscr:rest is inconsisteot
hercr.d'..,\, it b:ing the inl.ent of tle paries Lhat Pariclpair.g ParUcs be third
party beneiciarias of the reinburscrnent agreeneors.
Required Pertcipation. Rose shell be required to participatc in a Pbase ot
plant erpausioo i( at the ime srcb opansion ls requ&ted by aoy party.;
pursuaat to Puagrrph 4.A, above, R6e bas theo peuding ao rpplication for]
preliminary piau apprcv-al. for development o[ tle Rosc Propcrty, which
p:ondes fcr wastewatei'trcatrneni seMcc from thc DisricU
Ootion to Uriateraily Expand Plant Capacitv In aCdiucn to rleir right to
request aa erlansioo of Uhe District's scwer plaot capaciry, as outlined abo.ze,
Rosc and AC-CP sball bave the unilateral right to iocreasc $e planl capacity
and obtair, wastcwater trcatrnctrt scrvicc without thc tinancial panicipation of
the District or auy other entity. Thc District hcreby ss6vc!$ cffective uPon
apprwal of tle Enal plat depicing zucb easemcot, to Rose and AGGP a non-
exciusive easeneut cver, uDder, and across ali propcrry and easernens o*rned
by the District for the purpose of coostn:cting sucb arpanded plant capaciry,
at Rssc's or AGCP's soie cocL Upoo coostrucrion, nrch expanded plant
capacity shall bc and bccome the propcrty of tbe Districr Thc District shall
uot allow anoL\cr party to receive uastewater treaE"nent scrvice from any n:ch
capacify construcr.ed by Rosc or AGGP, exccpt pursraut to aPProPriate.
reimburscmcat agreemcnLs as Cescribed above.
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5' orrrlP;"1!". qr . Upoo Rose's rcqucst, the Disrricr shr,determinewithin*,iny@,.,I*i..r,ercapaciti.,.,oevailabIe.hking
into consideration tle ttiurpu6nr coltained.'in ier*.ro r.d. ;il..-.la'rn, subscquenr:H:iillJi';,1:[1] D'i'min;;;. or pr.i,-..pi.id,r,.rr be sr.rbjcct to the rimiutions
provrded' ho''ever. ihat thc r;noi'zo'p.;.'.-rl-;;:l;:ffi:;",,ff fiH;!:.l;itTiJ;raserved for the sole use of the eartt,pou;l:;;i;:jtu., bave financed and consh,ctedsuch capaciry' Proviccd ACCP construc* Ft',...'iant eeai*,.r rr.," oo,,e'to rhe Disrric(it shall be deemed the sole r.ri;"ip.,ing Pa:ry in-pi*. r. Norrvithstandi,g tic abovercservation, thc Disincl shall ,...*.'forrl;e r.:..i..;.;. papjcipating parry(ies) only thcfinal ten Percent (l:L1"f anv existiig tout.plaor;;;.ry, once participaring parties in thenext phasc of plant erpansion h^'. iomrn;itea tun!sloi.,r.... ".p.;;;;;'*-no .rr necessaryapprovals ro commencc conslilcriou uare been
-oilin"a. ii ;;;,Jqg capaciry ,,arconsrrucred by rwo or rnore participaling panies, ,f,,.y,i.ff ri.r. .r, *.i*apaci] rescrvedror rheir bererit in rjre ,.". p,ofJruoras rhe ini,jai*;;;i;';u#;'i;:l.r p..oy beasto rhe toral capacrry ailocarcl ,J;;; p;;;;;i;,rTrt.,I
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payment cf "tl ' Upon noicc to u\c District and
t*:i:,,.= plt "J I u?Jqrm r :; : ; rxr: a...*.::trea'.rngns sen ices from the Dil";i"7*1"lfft;r:f.:;1" orcer to reccive uaste!/ater
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A' coss' Rcse shall pay au infrasir.rcrure costs for coooection ro the Disu.ict,ssewcr s)ttem and wastewater treaEaent pla[t, io.luaing but oor Iirnited to t]:ecostr of intcrnal collcctioo lin"s',. neccssary exlcrualjoiot trurk, interccptorIine'q qudllllines, tirt sur;oil, o,1.,, .ppu,l.i.niloit..doo faorities', and hisown acminislrative cosis' In ihe.ucnt Rosc cversizes any lineq lift stationsor orher facirities in connecting.ri.r.'R";";r;;; to Dism.ci faci]irics heshall bc entiucd,o r...uf *.ruring cosb from thwc owners and customersbcne{iued by such orersizing.-ro, ,Ih;G;;'R*. aqd the Distria shallsxecute an appropriate reim-burscoent igri.nreot consisteutwith the termsrnd prorisioni of'previous,oiruu".rJ;;il;ents aod rhis AgreerneDL
a
at regutltioos io .n..t r,om G. ; -,,i.XiIifr#"*HBfJi';;
fr:*0"J"1engineeriug and design pr"or ioi r"iii,i"" oa the Rosc irroperty, Rosc shaflf.n'ard thesc plaus to ttt" District Eniir..r, *uo1-h;il;pr*e or dLsapprovethe plans vritbiu tr,irty. iitir#"ilt1.ip,,'and whmcliprorar shail not be
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his disapprovar and..the c-haltes .nccessary to make thc prans indspecitic;rtions acceprablc to the districr In thc .r.ni'il,. District Engineerand Rose Ere uiabrc. ,o. ,"i"b ifreemcnt ou the requircd prans andspeci(r-carions, rhe partics tereby .gi."- to approach the District Board of
i,!,jr.l:':"'o:+_!iti:1,_{$";UHl,"tl'[i*i+;]lir.:i:specificarions ro provide borh partits *rt^int'*]" ,h: agreed upon pransand specifications.
Sr-qn&e Qrders- To facititate ccrnpretion of the faciritics on the RoseProperty in accordancc rvirh the rures and regurarions of the Distric( Roseand his conrracrors
1nl1ac1rs may p''opose reascuable change oi.derq andRosc shall provide the Diitrict nou:cc .na . .opy oi,l. samc. within three(3) days. or such lesser period as- nay u. r.qu['*ri;;:, rhc circurnsra,nces,of recciving norice and-a copy of rhJ chang.';;;;r, ;""District must cithcrePProve th-e. change order-or p!'opose "n ai-t.rnarire *ui.tr will not result inunreasonabre deray. If thc Discict fairs- to ;dr;;t. .b"nge order orsuStest rn airernatjve witlrin thre.e (3) a"vq h'or" ;; proceed with thcchange. .AII approved cbange orderi, i""rraing ;i .i"ng. order deemedapprcved, shnil be incorpcrited inro ."a u*.i-,;;";'of ..-hc ag:.eec upooplans and spec:fica'jons.
Insoecticns' The Diskict shail have thc r.ight to inspcct all faciutia: and work:t tI: Rcse Property. prior to dedicauou to c,,$rc ccmpriance witl ther.greed-upon plans and specificationr Bosc shall reirrbursc tIe Disrict forthe reasonable actual coss of srrcb inspectious.
warranE' Rosc shall \rrar-rant all facr-lities conveyed to the District for rpcriod of one (I) year from '&e date that R;{ E r;;l..r..rtifies in u.ritingthat the fac:lities have been conshnjcted aoc i"rult.?'in cocrpriancc witb theagrccd upon plans. 1nd specificarions,.and .ny Jut'leemed or rpprovedchange orderq which datc shall also be klorlar as rhc certification date.specifically, Rosc shau warrant th"i auy and a[ fao]ides conveyed io treDistrict sball be free of auy dcfecu ia u"tcriats or workmauship for ouc (l)year.
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r-'sq'..arlan or r_agrrrtres: [nielr .']vaivers_ witbin tcu (10) d"y, of thecerti{jcatioo date, R*" sh.llZffio to the Disrict anv faeitities u,hieh hrLe. L.r\d,Lres sarc, Kosc shalt dedicaG to the DisFict
"ny iacilitlci which heconst$cE for connectiou to the Diskr'ct's wast.rrral.ri^r*.r\r c1,..F ,h,{s wirstcwatcr treatrnent slntem and
ll:*,:::'ldl".e q:, .ol,rtr"a1o "' yoint u..,or i,io i'i'!,ifjil. llo
$l9l $" th erco{ and titre to ;;t;;;;;6:il;$iT ;:'lI;}"# ['iDistrict- Rose shar. --;;;:;';:'l'r': srrcrr {Js v=)tsq rE LII=
rnv inrrr-elr L^ .1,_.y.-"tt*",e a. quit-clayu dcgd !o tLc District conveyingr'y interesg hc has in sucb facitidas, ana a bitt or ,.L".o;,i";il';'il:
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Disrrict such facirirfes, free and crear..cf au tiens and encumbrances. Roscshall proride tJre. District ;1,; u., - *"i"",'',.flo_ alt *n,r..to.r,subconrracrors. and mareri.r ruppii.o ro, *ori'ini'l^,.ri.r furnished inconnecrion with the faciliries ..riJ.y.a. - -l
9gnvsvance of EasemenS. Rosc * a, by spec:ar waffaory deed convey to thcu*trrct nonqcrusive easemen,, n....."ry for tn" bisu;ct to miiotain,operare' repaiv, and reprnce faciri.es,lo*i.i i.',1. nL properry. free andcrear of a' ricns, encumbraa.*. .nl u,r.-iJrl.i. -i,.,, courd defeasc thclJ:T:i :h:::l?J,,i,r. J.-ri'* *ii.r, *JJ;;;,,;. Dist.icr,s abiriry io
1ese.rue_rl.r e .igl r ro u r.,.-."," *. r";,i; ffi'f, u;1fr ,]na
I i a n d h creby d'oes
ir * fff ;:'# r :r ; : i *; :"ji i :l : u J,l; ::il il:JI"J ;,'r
thc Diitrici., ui.
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conveyed o,
"roiriirt',ed pursuan, ,o',i..:o-1-1'-t(t) t-heqgof- ,q,lt .*,.minL
su bjeit to ul. oi,l ig a rc n' . r,r,,. b I"ff ,'J !:i'#'Jl'::::,: L1.r :;::1#;aieas to a ccncinon and grade subit"rf"rry'ri".,rr^r-to tlat wnich existedbefore the distu;bance.
Control of Faciliies Once couvcve,d ,_: ,h. D-isurct, aod srbjccr to the'rarranry prwisions
.oj.l1.rr.pi 7.e, abovq ,1" Oi*lct shall be rclclyresponsitlc for operarioo, *aintenaoce, rcpair, and replaccment of eitfaciliries aod
""s-ioeuLs on thc Rcsc r,op.-rif*ui1u'.r. dediqred ro thcDistne The Dism", iiin;;.ii;* opera* trc Dsuict facirirics, thewastewater treatmcnt systqn, nnd thi scmer plaot in io oonsmical manncr,f*tli,l ff i;:r;'" ;, J;;;i;; ;.; * to ,.su re .oo,in, ou. ope ra tion. rh e
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6' -scwer s'=rv':e charge{',. *ooo or- srstomers on tre Rosc propcrty sharlupon phvsicai coooectioo ofEEffia..r
"p'Ltliioi"a, facilities pay to tre Disuicts€wer scrvicc charges for suci to for.opeiatiou aud majnteuaDcc. TLi out-of-District
*i"fr.',l]f ;:l*iil * *.-i:, * .' ffi itli ( uo % ) "i* . L
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j, ; : :il e *. ;G ; ;ilfi ,:,'#f;:i:'#.f '; jn::**fi ;;u"ff j?,i,=:li1[!,!]ju:HT,:,,il"t'hff*.lt**rui
;ffi :#[:r1'::iflI,tffs1Tl,:,]x.#rxl'."#a;Hj:]?1r:ffi:
Disrrht shall be "i,1"*, ;;o;uT.ntiar ratc;t.lr';;retatei *r"rf ."j directry to rherstual scrvices rendcred tii iilir.o. outJbiiist serricc Jrarges st arr r-djustt.(ilAltt-allivrrt,hrrry'. r'r .12-
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12- The District sball maintain the recordseccqtntsr rnd audis reguircd by statute or whicb would be kept under uormal business
L6*9Evragl!.rr.tr,..,.t:t t;.
automatically with rates in the District, and shall be based upon the in.Di:trict rrtcs scrpursuant to the District's EeR scbedulc and rules and regulaiionr
LiabiliQ, for Service Charoes. Thc o\yuer of the prspcrty scrved and/or thecustomer, as provided by the District rules and reiulirions, shrl be liable totne District for paynrcnt of out-ofbistrict scrricJcbarges fran the daie ofpnystcal connection of an individual up, irrespecrive of Jhctherscwer serviceis providcC at the time of connccdoo.'Staremenrs for out-of-District charge:shall bc prepa:'ed anci mailcd io the srme rna0ncr as rhcsc in-District-
Cgsu/Charges as Lieq- Until paid, all out-of-Distn'ct cbarges sball constirutea. lien on or againsi thc propcry served, aod sucir lier may be (orccloscd inthe rnanner provided by law.
Avaiilbilitv oJ seMce.charges- Neither availability of scMcr charges nors'.andby fcas shail be charged w.ithin tbe Rosc fr"pcrw.
Qther.Fees. Users and c.rs'.omers wirhin the Rose property shall pay onlythosc fees, s.r:cba:'ges, and chargcs erpressly prodded foi i:r hi, ngi..men(
u nless said users and c..rsicn.r,
^graa ot! e:-w.ise.
A,
B.
9.Rcsc and ownen
::*l1t:-1. :l: :'.. io .ff..t.fro; tio;;; ,h;'[l;ii";;-";;:i:D?;;
: T:jljr_": : _:?!lil :1 . nd cr th isas,. ;. o i,b o R*;;;[;',; i, bc su bject ou ry- .t . _) ^ | -. . - .vI,v..Jr..-.lV9aUsJsULVgy
l:-::^TTt,"l]*1nf reg'Jflions as in-D;stna properties, and thi Districr shan administeris rules and regulation{ vis-a-vis the Rosc prJp"r.y, i* oonaiscrioinato;;;;.;.
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. 10' Paritv- The District sLall rot ertend scrvicc to orher proper'es oursidc iuboundai-ies o;1 i'errns more favorable tiran those set forth bere:0, ard in rhe event of suchoccurreocc' this Agreernent shrll be autonatrcally arncadec without funher aajon by eithcr
Parry to reflect the more favqra[ls terrns. Neither tbc Distnct nor AcGp shall eoter intoaay aBrecili'ca'. inconsistenturith the tcrms aod cosditions of tbis AgreemeDL
l1' Transfer of-CaPacitieVTap. If Rose hol& reserved s€u.er plant capacity byvirtue of its status ^ " P.rti"ip"tinp.rry in e pl.rri erpansiou, it shlll ba entitled rotransfelsrch.capacity to third parties o0 tcrms of reimbursemcut no less hvorable thaotnosc sdt forth in this Agreement or i-u thc Coosrructioo acd Rcimburs.meut Agreement
lH":l.tgGP anttbo binti.t No traosfer shall ,.quir. tbe pior approval of thc Distriaor emy other Perry participating ia tbe erpansioo. Hoqrcver, tle pistrict shall oot be boundto.honor a transfer until-notified iu writing.
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Practice. and copies of such records shall be provided ro Rose and AGCp upon requesl
Erch perty.lhall kccp full rnd accuratc records of rll Constructiou Costs and ielated cortt
which shall bc madc availablc upon requesl The Disrrict shall have rhe right to inspeci
facilities locatcC upon thc Rcsc Prope:'ty as providcd in thc District's rules rn? regulationqand Rose shall. uPon notice to thc Dislrict,.|rave rhe rigbt to inspect rhc -District's
waslewaier tteacment plant, sewer lines, lift stafons, and otbir appurtenant facilities.
l3- Annexatio-g. This Service Agrecmcnt shall in no manner limit Rosc'l rightto scck inclusion of thc R.csc Properry within the District pursuanr lo C.R.S. S32-l-401-erseq.'asthesarncmaybeamended. lnrheeventRcsezubrnr'tsapetitionforinclusionwhich
complie.s with applicable statutas, the District shail grant such pcutioo and include the
properties within the Distric'" subject to the Dsrict anoexation p.t;.i., in effect from fimelo time- Rose's tiglF u.nder this paragraph shalt appty to all or aoy portion of the Rose
Propcrry, both inCividually rnd collectively, and to any other property Rose acquircs which
is capablc of beiag senred wirh facilitix of the Distritr
14. Terrnination. This Agreemcnt shall be in full force and effecr until
terrninateC by rr.unral agreeonentby the parties hereto, cr as prcwidcd by law. Furthcnnoretin the event trle Disi:ict does not cornn'tence constrrJcticu o[ Pbase i of the wastewaler
tlsatxnen! plrnibefcre Juiy l, i995, Rosc may, io bis sole discerjon, uni.laterally te;::inale
this Agreemei':t or unilaterally procced rt any time aftcr July 1, 1995 to construct phase Iwith reirnbursencni. on tenns no Icss farorabie tban thosc set fonb ig this Agrecmeut and
the Construction aod Reimbunemcnt Agreemeot between AGGP and the Districr This
Agrcernen t shall also termiuate automrd&tty with rcspect to all o, asy portion of the Rosc
Propeny which is annaxcd into thc District ai such timi as a court of courpctent jurisdiction
issu'-s rnd order ccnfirming r.rch inclusion pursuanr to C.R.S. $32-1401 4 seg. as thc same
may be arnendcd-
15. No Aifirrnative Oblieatign, Except for bs obligaticc undcr Paragr-aph 4.8.to r"-spcnd to a ncticc of planr expansioo, oo.hing ia this Agiecrnent is intendid or shall
be consin:ed to require that Rosc undertake any affirmative ictioo, assusre any obligation,or oihcr*isc limit his righs unless and unil Rose invokes his righu hcreunder to-obtain
sewer and waslc'*aiei trcatmeot scrvice for ali or aoy portion of rh]e Rose propcrty through
tbc..purchasc of eristing plaot capacity or thc fioince and coustruction'of inirial ir
additional s€wq1 plant capacity, in which case the rerms of this Agreement shall control,
only to the extent and as to srrch portiou of rbe Rosc Property aff;ted by such action.
.. ft Good Faith. Bccause of the nced for a regiooal wasteryarer reatmenr facility,t[ Parties agree toiroceed in good faith with t! e inpllneqtatioq of rhis Agreemenu Ttre
Paroes rurther agree to negotiatc in good faitb for future Eoancing aud construction of
additional Common Elemen,ts,,-astcwatcr Eearment plaot capacity, aia "ry other facilities,
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I 11.This Agreemeut e-od ia Exbibits shall be
as. though set forth tlere vcrbatim.
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incorporatcd in
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thc District'r &rvice Plau,
.e. \-v,rurrans€, wr(n )rarc ano_f.e0gJel [Jw, Tbis Agfeemcnt rhall not be
:-"::,.:_"jl:L:..,1,-:"]l,i:l T,l.g. r"*r or ti,ilifrffit rer or tirc stetc of Cotorado. nor\-rrrlLr.6tJ\)t nc,rin e ny manner wh ich adverse ly a ffects or dimin ishes rbe niancing capabilirics o( rh e Districr-
18.
19.m Ttr In the even! of any material failure by
:r11i'Iil:,.|-r'll :it to cnrorcc comprianc" h"r"*i'irr.--Fr.ii;.;::;t:';'J;l:i:
1:'l:1,:l i!':,1qi..,"en! the noa-bi'cach;ng parry n.,.i'r..r'.ii';#::iJ.xff;,".":,i:;or equity. including specific pei-forrnanca
20' Non-Merpe:' Each Pary': obligations uadcr this Agreement shall beassig.nable to any granlee, purchascr, tr.rrf.r.., o'r.*i!r.. of thc pary,s inreresr, and shallsuruive any s,ch co'veyance, purchase, transfer, o, "aiignr"na2!" Covcn.aJrts.: Recc-rding. The prwisions of this Agrccmcnt shell constin:tecovenanB runningwith thc laads affected thereby, and upoo exccution this Agrcementshallbe recorded in the recorcs of the Garfield c"r;tar.ri and Recorder.
22' Attor!:-evs' fecs' Each parry shali bear its svr atiorDeys'fees incuri.ec in thenegotialion' exccuticn. aJimpiemenration of tlis egicemenL !{cwever, in the cventlitigaion k necessary to euforc3 the nghs or trr.'parti.s to tr,i, Agreemenrr 1. bctwecnthemsetues lhe Prevailine plry in such-litiga'jou rf.ii ilo .oritlec tJreasonable ertornq^,fees and ccsts of suit actially incur:ed.
' U. aor Tbis Agreemcnt connituta the cntire1ltt.otxpre'celorrent uisroen tt. partre.q aod aay rrodificatjon or amcndment heretoshall bc evrdcncec by a wridng signcd by ti,a'paruas.,
-'wrrrEuvrr .,r d'rlrsr-
2q' Bindinq Effec-t This Agreement shall be binding upon and inure to thebenefit of the parhes' tneir:rei,-s, successorE granreeq and assigns. Notbing hei.ein shailprevent Rcse from sclling bis propcrty.ndrhe benefis of t-his Agreemeni shall beappur?.eneul to lhe propcrt, cooveyg{
u' Autlqritv'.Each P€rsou exce.rting this Agreement repraseo6 and wanantrthat he has beeu duly auth-otized uy the partywhich bc purports to rcprescut ro exectrte thisAgrcemenl and has auGority to uini saia prCi"';e tcrns and conditions of thisAgreemenLi
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t 16:- Cg'€'rning I4y. This Agreement sball be construed uuder tbc laws of tbeSre of Colorado.
21' No wriv-el. No provisioo of this Agreemeur may be waived except by auagrccmcnt in 'vriting signe d uy -e. *yng party. i *lr"r of any tersr or prwision shallnot be coostrued as a iaivc, of ,ny otrr.itirm'0, piJrioo. l
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28- HeadinrE The paragraph hcadings in th is Agreeracnt sbell not bc uscd iu thcconstruction or intcrprctation bcreof, as thcy bave oo subsantirc cffect end are forconvcniencc only.
29. Scverlbilirr. If any parl or scctioq-of this Agreemcnt sball be found ,roid or
invalid by a court of competent jurisdiction..suchlhtiing sh-atl not affcct any rcmaining part
or scction, rud seid remaioing parts or scctions shall continue in full forceind effeci Theparties shell rencgotiate in good faith any matter addrcsscd by a part or scction that isfound void or invalid.
30- Noticc. AII notices requircd under this Agreement shall be in writing andshall be hand delivered or. sent by registcred or ccrtifief mar-1, returu reccipt requ jsted,
Postage prepaid, to thc addresscs of tbe parties berciu sct fortb. AU notic.. io gi"tn shallbe considcrcd effectivc sevenry-two (72) loun after dcposir posaga paid in tle United
States Mail with the proper address as sct forth below. Eirhcr i"rry [y iroti". rc given maychange thc address to wbich furure norices shall be seuL
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Noticc to:
Noticc to:
With copy to:
Noticc to:
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With copy to:
Jamcs L Rose
P.O. Box 1240
Glecwood Springs, CC 81601
with cogy to:
Charlcs Stoddard, Erq.
P.O. Box 5fi
Glenwood Springr CO E1602
Aspen Glea Watcr aod Saoitatioo District
Aspen Gleu. Golf Partucn
. 555 East Duraul Suitc 4A
Aspcu,'CO 81611
lawrenci R. Green, Esq.
Delaoey & Baliomb, P.C.
P. O. Drawer 790
Glenwood Springt, CO 81602,
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By
By
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IN WIINESS WHEREOF. thc partics havc creartcd this Atrccocnt in nultiple
originals on thc day and year fint urinen abore.
ASPEN GLEN
DISTRICT
WATER AND SANTTATION
ASPEN GI.EN GOI.F PAITTNERS, LTD.
THE ASPEN GLEN @MPAl.tY. Gencral Partner
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STATE OF COLORADO
COLTNTY OF OARFIELD
. Acknosledged, *U*riUc+
"nd *o*lo bcforc mc this
1994, by.JAMES L ROSE
wq$rESS ury baud rnd official scal.
My Cornmission crpira::
srATE oF coLoRADO )
COUNTY OF
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WIINESS my haud and official seal.
My Commissiou cxpires:
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Acklovled_gc4 subscribed" and sc/oru to before sle &is duy af, vlaz,t- -,
]SS
6. Ul_S!$5; . __,_rs_
= _3r.estdenc . ssd -E-s Biorn' _ ,rs )ecreErtY , sn behalf ofEaAsPcu@u Waffi
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llt CcoirtAlrr.rOlGtgrfieA6 atEt
$CorfftSrYqqte€o
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STATE OF COLORADO )
I couNTY oF GARFTELD l*
f $ge Acknorlcdged. nrbscribcd, and srorrt'Io O.ror. mc this 20cir 6", of l{:y
I l.m.by Joha R. ilkins as cEo .*dLf,E+onbchalfofThcAspeoGlenComPany.asGencralPartncr
I .cr@rta
WIfNESS ury hand rnd official scal
I My Commission expires:
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ElC CdqUoAtf,i,rGfrs 8Ftlrt CO at8tUyCcrriin.qlrr Hry I r90{t
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Nohry Public
L-22'97 TUE 16:41 HtcGtnrlErt fut SluE ru rli^ tw. Juru{rUorr !.GrI
I E)ffi,urr A
I DISTRICT MAE
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EXHIBM B
BgsE PROPERTY I-EGAL DESCRIPTION
tJz-sz TUE 16:45 tuiD ST0NI rC FArr nu. JUJo4 r uc r r
EXi{ItsTT C
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The conrmon Elemcnt surchargl ICES) is a pcr-EeR charge intended toreimburse AGCP and any othcr participatini r.rq1 for tbJ construaion
CosLs of Comrnoo Elemenu which.will Ut use? in ctmmon by residens ofAspeo Glen and other Dist:'ict orstomen or.rsidc Aspcn GIen who utilizeplant cap-aciy in Pbasc I and atso capaciry nrade ,*il.bl" in subsequeit
p.halcs of plant consi.ructicn. Thc Common Elcrnens for pbasc I insofar esthe R.ose P_roPerry is concened consist o[ ccrtain plaot facilities- AttachmentD'1, attachec herero-an-d incorporaled hercin iy rlis reference, lisu thecommon Elements which shall be included iq thi iliustratire phese I cEScomPutalion. AGGP will exercise good faith efforr to refinc the treatmcnt
Proccss and reduce the costs of the facilitics descn'bed in Attachrncnt D-l.Upon zuch refinemenl and upon tbc prcparation of constnrction drarringtthe parties sball negou_a1e_in good
-faiih
any ,,ec€ssary reairocarion ir
adjuslrncnt of tbe Fhase I CES and sbau amend this Agreemenr as necessary
bascd thercon.
Pursuant to its out-of-District sawer Servicc Agrcemeot, Rosc pro*tdesnoticr of irs inteut to purchasc 25 EeR of phasc Itpaciry for scrviie to the
R,ose Property.
Tbc Phasc I CES shall be
calculeted bascd oo the ccnjfied aqd apprwea lctual Constnrction Cosu ofthe cornrnon Etcmen6. Thc costs ot'ptaut commou Elernents shall-be
sprcad crver 128 EQL Based upon current cstimates, :hown on AlrachmentD1, the tctaL of rhe phase I CES rclative to the Rose property would be as
fol!ows:
1. Flant $262,606 + *ZE EeR = t61+ per EeR
Totat 3514 pcr EQR= phase I CES
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Larvr'|Elrr^t'fr,n lr
JenrTL fil -21-
Asslme:
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Irri.
Civen:
Assume:
Asscss:
Figure:
Step
Oue:
EXHTBTT Q
Divide thc toul Coostrrrctioo coss artntuuble rclely to phasc I by tbcuumbcr of EeR iu nlcL phrsc- Thus
t1,O26,360 + 356 EQR = i2,883 per EQR
Multig.ly tbc rasuit by the prcmium of 20 perc4nt. Tbus:
S}EE3 x .20 = t577 per EeR premium
No iaterest accrr:es ou the premiuu.
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Pbase I of thc District scwer plant is complered in 1994. Tbe cosrs of phasc
I are advauced by AcgP. upo! rcquest ?rom Rose, rhe Disrict is requiredto purchase capacity from AGGP, if arrailablc under tbe tc!.:ns of tt i,Agreernen( for service to propertics outside the Disu.ict boundaries. phase
I h1^1.d*En capaciry of apprtxi,natery 106,g00 g.p.d., or 356 EeR (106,g00+ 300). Thc total assumed constnrctiou cosi'of phasc I as shown onAttachment D-t is 51,288,966, of which $262,606 is anntutable toConstruction Costs for Common Elements. (S!g Exhrbir D). Thcrefore,
t1,026.360 is atuibutable solely to Pbase I forite-p"rp"; of celculating theAdjurted Ptant Investment Fea
In January 2000, Rose, pursuaut to his out of District scrver ServiccAgreement wit! ttrc District, prwides notice to the District of his intcnt topurchase 25 EQR of utre Phasc I scwer prant capaciry for use on the Rosc
Property, Aspeo GIen has built out al 32 units pcr year. Tbercfore, theremaining capacity of pbase I in lanuary 2000 is igO Eeru
Avdl-abi.lilLof Ceiaciw. The tioal 20 percent of the phase I plant capaciry
- 7l EQR - is resenred for the sorc use of Aspco Glio. n:tjia torcduction to 10 pe rcent if funds are commi$ed and .pp"*t obained-for the
"a g!"T of axpansi-on _of planr capacity. tt"rtiorc plant capacity isa'reilablc for purctrasc by Rose.
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Incrcasc the rcsult frorn Step 1 by thc averate lonual intcrest at thc prime
nte. ls establishcd by Chasc Manhrttan Bank, Nor yorh New york bascd
upon the moothly averages thercoL Thuf iI the averege annurl prime nte
from Jaauarr 1l 1995 to January 2000 is 6 pcrcent, the Adjuited ptanr
lnvcstrnent Fce is as follows: t
t2,E83 @ 6% inrrest for frve years = i3,&58.0E per EeR.
Calculate the Adjustcd PIaut lnvcstrnent Fee. by adding the base fce plus
interest tlereoo, plus thc premium (from Step Two). Thus:
557? (trom Stcp 2) + t3,858.08 (from Step 3) = 54,435.08 pcr EeR
Calculate interest on the Com:non Element Surcharge of 5613 pcr EeR (Seg
Exhibit C). Tbus
5614 @ 67o intercst for five ycars = 5821.66
Calculate the Pro Rata PIant C.apacity Fec by addiog the Adjusted plaot
Investnent Fee from Step Four, plus thc Cosrmou Element Surcharge from
Step Frva.Tbus:
.34,435.08
+ SE2t.56 = SSJ5e.7+
The Pro Rata Plaut Capncity Fcc shall not excecd S6,m0 in years 1 through
i0 and shall oot cxcaed S7,500 iu years 11 end beyond- The calculated Pro
Rata Phnt Capacity Fee does not ercced the limit
The Pro Rrta Plant Capacity Fcc for onc EQR b 35J56.?4 end rlre toul coct
for a purchasc of ZS EQR of the Phasc I capacrty ls t13l,4lEJ0.
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Five:
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Step
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Step
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Step
Scven:
Step
Eighr
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Given:
Fieure:
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Onc
(Yith Illustrttion)
ln August of 2001, Rose, the District, aod AGGP agrec to cxpand the
gapacity of the District's sewage treatment plant by co'nsrrucring irhase II.Phase II has a arnenl tr-:prd. dcsign.opaciry or r66,gco gpd, or-3.s6 Eei.at a toul cost of t802'363. This cxamplawill-asnrme rhat-this size and costare the oncs determined by Rose and AGGP ro bc tbc most economical. Theactual size and cost of Phase II will be determined by rbe Participating prrties
undcr the terms of this Agrcernenu
Io p"rty other than AGGP^has participated in or purchased capecity fromPhase [. Thus. the rotal common Eiernent surcharge from ihasi I. ofs262,606. remains unreimburscd ro AGGP (Sge Exh'ibit D). Bascd'on
{1T.1_a:velgpmelf for Aspen Gren, AcGp requesrs a rescrvrtjon of 96
Eal Q7%) of tlc Pjrasc Ii pla;rt capaciry. Bascd tn dcrclopment plans forthe Ros_c P-roper1y, Rosc r.equests_ r rescryation of 200 Eai (56%) of thePhasc II planr capal-ry- Aspen GIen aud Rosc are rhc only panicipating
Panies in the Phasc II pla.ut crprnsiou. The 60 reuraining rni.scr*.d Ead
!1.1.u,_
z?9 \!l%) are arailableoo a first corne, fort-t.rrJu"rit to .ny p.i-tywrthin or withour the District, providcd prop"r raimbuncmcnt is madc.toRoe aqd AGGP for thcir cqrs ia s,rch'caiacity. accr and Rose shallrr:. the rcrc righlto.s: nl{ {grcen-t of print capacitv of phase II (?1E9R), ou a p-ro rata basis (23 EoR AGGpi +e Edn dose). subjcct toreduction to 10 pcrccnL Actual constn:ctioo cosB .* taoz-:ei. '
Rosc has rescnrcd 200 of 296, or 6?.6 percenq of the EeRs rescrved fromIt.t]L (200 * 2?6.= 61_6%), AGGi' has rcsenrcd 96, or 324 pcreen( ofthe EQRs resenred from Phasc II. (96 + 296 - 3L+%). pereeintages are
rounded to the nearest tcotb of a poinr
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construction Costs are ellocatcd based on the proportion of total EeR
rcscrved by each party. Thcrefore:a Rose shuc is 67.6Vo of t802,.363 or i542j97.
b. AGGP's share is3Ll% of $802,363 or 3259,966.
OLrrvCrliti.-r lirtv J,vt\i iw inrr i\v' JvJO'r rvir r
EXHIBIT E
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i. c.,r
Assume:
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Threc:
Step
Foun
Stcp
Five:
In additioo to the costs allocatcd iu Step Two, Rsc payr to the Distria e
Comrnon Elcmcnt Surcharge for Common Elcmcnt! in pbtsc I of S122.637
[(200 EQR -f 428 EQRX3262,@6)1, plus interest rs rct forth in the
AgreemcnL
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If the Participating Parties in Phasc II constnrct Cornmon Elcments, they shall
be entitlad to rcimburscmeut from the ulcrs bcocfitted by such Common
Elcmcuts tbrough a Phasc II Common Element Surcharge. calcuirtcd
pursuant to the formula in Exhibit C. 'Thc Phuc II CES shall be rcimbursed
to thc Participating Parties brscd oo each party'r proportionatc sharc of the
total amount of'capacity rescrved. (In tbs example, Rcc 67.6 percent
AGGP 32.4 percent)
The Participating Parties shrll 'sxecute reimburscment rgrcemcnts 'rrith thc
District which shall require the District to recover aud reimbursc to the
Panicipating Partics on a pro rata basis a Pro Rau Plant Capacity Fee frorn
any other non-participating entities which purchase capacity from the phase
of erpansioo. Thesc agrcements are srbject to review by all participating
parties..
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EXHIBIT B
>.>.>) a {((,<
ROARING FORK WATBR & SANTTATION DISTRICT
RULES AND REGTIIATIONS
APRIL, 1gg7
hepered by:
Schmw Gordon Meyer, Irc.llt West 6th fr,ett, Site 200
Ghnwmd SFings CO 81601
rr0l94$l(x)4
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L SUBMTTTAL TNFORMATTON
1.OO GENERAL
1 'o 1 scope' This section shall cover the required submittal material necessary f or the AspenGlen water & sanitation District to review a water or sewer project to ensure that it confirmsto these regulations' lncluded in this section are the requirements on preliminary, final andas-built drawings, specifications, soils reports, and other supportir:g documents. Finally, thissection 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 for preliminary drawrngsubmittal, specifications, carcurations and soils reports.
2'o2 Title Sheet. The first sheet of the drawings shall be the title sheet and shall have thefollowing shown rhereon.
A' Location map, North arrow, numericar and graphicar scare.
B. lndex to sheet of the drawings.
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C. General notes.
D. Title btock. The title btock should not
should contain the project name and a
thereon.
include the words "Title Sheet", but
description of the information shown
2.43 Plan. The following items shall be included on all plan drawings.
A' Scale: Cne inch = 5O f eet. Show scale numerically and graphically.
B. North arrow.
D.
E.
Show outline of water main and service lines. Show centerline of wate:. linewith 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, propertylines, curbs, gutters, cross gutters, sidewarks, driveways, paving and otherimprovements, existing and proposed.
On each sheet of the plan, show a sufficient number of typical sections to givethe relative location of surface and underground improvements with respect toproposed water main. lndicate size, type and other appurtenant data for allimprovenrents. lf a transmission line is being proposed, then both a pian andprofile view shall be provided.
Drawings shall be on standard 24" x 36,' sheets.
Utilities, sewers and storm drains.
F.
G.
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6n 496059.l9B
r/r 5/97 B-1
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lndicate the type, size and ownership of all existing utilities in streets orrights-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 becauseof water construction.
Show all shallow utilities.
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 fittings will be involved, show a large scale view of the
appurtenances with dimensions to each separate fitting.
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2.O4 Calculations. Two sets of calculations
furnishecj with the preiiminary drawings. Each
the name or initials of individual making the
prof essional engineer registered in the State of
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supporting the design criteria used shall be
sheet of calculations shall be dated and have
calculations. AII calculations shall be by a
Colorado.
2.05 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.
Excavation problems.
Location and extent of excavation.
The suitability of excavated materials for use as backfiil or bedding.
The compaction characteristics of the soils.
The groundwater level and conditions.
G. The earth resistivity, moisture content, pH, degree of variation, presence of
sulf ates, 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 elevatiorr. The spacing of test holes shall be a minimum of
60O feet or where unusual conditions exist. The spacing shall be such 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 dra,ryings to the AGWSD.
3.02 Preliminarv Drawinq Review.
Four sets of blueprints and specifications of the proposed water system
accompanied by t'wo sets of supporting data shall be submitted to thre 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 ger,eral 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.
i I The District Engineer2) Garfield County3] AGWSD
When ti'ansmitiing the preliminary dra'ruings and specif rcations for review, the
District snall indicate to the reviewing agency the date and time of the District
meeting at '.nuhich 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 prooosed water system is to be considered, the Board shall review
all lvritten anC oral recommendations presented and shall, upon diligent
evaluation of the facts, approve or disapprove the preliminary plans for the
proposeo waier and sewer system.
Shoutd the Board approve the preliminary plans, written notice of said approval
shall be transmitted to the Applicant along with any modrf ications 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.
3.03 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, legible, prints can be
obtained shall be submitted to the Board f or final review at least 1O days prior
to a regular meeting of the Board.
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lf the final drawings are found to be in cornpliance with the District's standardsand these regulations and any modifications requested by the Board, theDistrict shall recommend approval of the plans at the next regular Boardmeeting.
lf the final drawings and specifications are found not be to be in compliancewith the District standards and any modifications requested by the Board, theDistrict Engineer shall reconrmend disapproval of the plans and submit a writtenitemization o'the deficiencies at the next regular meeting of the Board. Non-conformrty of the final plans with the District's standards ad requirements ofthe Board may resurt in disapprovar of the project by the District.
The Applicant is strongly advised against receiving construction bids orbeginning construction until cenif ication of approJal of f inal plans andspecifications has been received from the District.
3'o4 As-Built Drawinqs. Two sets of as-built drawings consisting of sepia or mylartransparencies of th_e original drawings from which clear, legible prints can oe obtained, shallbe submitted to the District rnrithin 30 days of completion of construction. Said drawings shallbe prepared according to the f oilowing general requiremenrs:
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A.A certif ied survey shall be provided to the District which shatt show the locationof the water and sewer line to permanent physical objects located in the field.All valves, tees, curb boxes, hydrants, storage tanks and pump stations andother major appurtenances shall be given two swing ties to a physicalpermanent object in the field. ln all cases, the distance from water line andappuftenance items shail be dimensioned to rights-of-way easements andproperty lines.
All benchmarks used on the project io determine ,,varer line depth shall beshown on the d'awings and shair be based uc U.s.G.s daturn.
All sewer Iines shall have MH rim and inven elevations, percent slope andhorizontal distance of each line between MH's shown. Sewer service linesstubbed to property lines shall have to swing ties provided to permanent
objects and shall be marked with fence posts.
Manufacturer's literature and product data, including catalog sheets anddescriptive literature for all materials and equipment used, shall be providedwith as-built drawings.
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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 miscellaneousitems necessary to install all raw water, potable water transmission anc distribution pipelinesand appurtenances as specified herein for the AGWSD.
1'O2 Protection of Work. All pipe, fittings, valves anc equipment shall be carefully handted,stored and protected to prevent damage to materials, protective coatings and linings. At notime shall such materials be dropped or dumped into the trench.
Precautions shall be taken to prevent foreign matter from entering the pipe, fittings and valvesprior to and during installation. No debris, tools, clothing or any other material shall be placedin the pipe during installation. Whenever pipe installation is suspended, either temporarily orovernigirt, the open end of the pipe shall be sealed with a water-tight plug to prevent theentrance of trench water, debris or foreign matter into the pipeline system.
Under no circumstances shall trench water be allowed to enter the pipeline. rl/hen water is
oresenl rn the trench, the plug shall remain in place until the trench is oumped drv. Whenevertrencn water becomes evident. measures shall be taken to prevent pipe flotation.
lf, in the opinion of the Engineer, the Contractor is rncapable of keeping the pipe free offoreign matter during installation, the Engineer shall require the Contractor to cover the pipe
ends with close woven bags until the staft of the joining operation.
2.OO MATERIALS
2.O1 General. This item covers the types of materiais that will be required for theconstruction and installatron of water lines. All materials used shall be ne,.ru, of the best
ouaiity availaole, and conform v.rith applicable standards as indicareC herein.
2.O2 Ductile lron Pioe and Fittinqs.
A. Ductile lron Pipe.
1 . Ref erence Standard - ANSI , 21 .St /AWWA C 1 51
2. Thickness Class - Minimum Class 52 unless design conditions warrant
higher class pipe.
3. Pipe joints shall be push-on joints except where specifically shown or
detailed otherwise.
B.Fittings.
Type - All fittings shall be mechanicar 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.
Joints.
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Gaskets.
1. Type - Rubber ring gaskets shall be suitable for the specified pipe sizes
and pressure.
2. Reference Standard - AWWA Cl 1 1.
3. Lubricant - A non-toxic vegetable soap lubricant shall be supplied with
the pipe.
Protective Lining.
1. Type - Cement moftar.
2. Reference Standard -ANSI A 21 .4/AWWA C104-64.
3. Thickness - Standard.
Couplings.
1 . Style - Mechanical compression sleeve or solid sleeve is acceptable.
3.OO INSTALLATION
3.O1 Gefqgl All transmission and distribution lines to be dedicated tothe AGWSD, shall
be located a minimum of ten f eet inside a public easement. The location of water lines within
side lot line easements or rear lot easements is discouraged.
When site conditions allow, the water line should be located outside paved areas. At all
times, water lines shall be located so that District maintenance personnel can easily maintain
and operate those lines.
D.
Mechanical, Reference Standard - ANSI A 21 .1 1/AWWA C11i -72.
Push-on, Reference Standard - ANSI A 21.1 1/AWWA C111-72.
Flanged, Reference Standard - ANSI B 16.1, Class 125
Where required restrained joints shall be "MEGA-LUGS".
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Easements or rights-of-way used during installation of water mains shall be a minimum widthof 25 feet, 12'h feet on either side of centerline. ln dredge areas and other special
conditions, a wider easement may be required.
3.O2 Pioeline Deoth. The rnrnimum depth of bury of water mains shall be as follows: (Depth
of bury equals depth ro top of pipe).
Mains shall be br.rried a minimum dept of 5 )i f eet (below existing or proposed
grade) in all locations.
When water mains are to be located underneath storm drains, culverts or any
other submerged air space, the required dept:r of bury shall be greater than 1O
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 piace oi increased depth where water
lines cross under one of the above.
3.03 Cleaninq and lnsoection. Clean all pipe. fittings, valves and related materiais
thoroughly of all forergn material; inspect for cracrs,'flaws, or other defects prior to
installation. Mark all defect;';e, daniaged or unsound matenals with brrght marking crayons
or paint and remove from loo srte. Of particular concern should be tne gasket groove in the
pipe bell. All spurs, excess oaint, and any other defects rnyithin the gasket groove shall be
either removed or repaired, or the pipe shall be deemed unacceptable.
The Contractor shall take ail necessary precautions to prevent any construction debris from
entering the water lines during construction of water llnes and appurtenances. lf debris shall
enterthe distribution systeri'l , the Contractor shall furnish all labor and materials necessary to
clean the system. Under no circumstances will the Conrracior flush the debris into an existing
distribution system.
3.04 lnstailatior,. Pipe sr-,ari oe iaid in straignt secirons,,'rrih beii ends facing tne direction
of laying unless otherurise oirected by the District. \Vhere pipe rs Iaid on grade of 1o/o or
greater, the instailation shali proceed uphiil with the bell enos facrng 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 coupiings. The allowable pipe deflectron per joint shall not exceed the
maximum deflection tolerances specified by the manufacturer.
I Pipe shall be lowered into thetrench with ropes, slings or machinery. Under no circumstancesr 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 bellshall be thoroughly cleaned to remove oil, grit, tar and other foreign 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 the 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 wlrich may
damage rubber gaskets.
3.05 Connection to Existinq 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 permitted to enter the pipe line.
3.06 Future Connections. At intersections, dead-end runs, or other locations where the
cossioility may exist for a future connection. a tee or cross and a vaive shouid be provioed.
This procedure allows 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.
3.07 Protection of Water Suoolies. Water lines shall be located a minimum of 10 feet
horizontally from existing or proposed sewer mains. Wherever the sewer line crosses above
or within 18 inches beneath the waier lines, the sewer line shall be made impervious by either
of the t',vo methods listed below:
A.Method 1. Twenty feet of ductile iron vvater prpe, oi'A\i/\,VA C-9OO PVC, snall
be used for sewer pipe and centered over the water main. The loints between
Ihe 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 .ioint.
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 1O feet each side of the water main. ln all cases, select granular
backfill shall be t-rsed 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 Systerns".
3.O8 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. fhe 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 for thrust blocks shall have 3OOO psi compressive strength' (NOTE: No
other niaterials other than concrete may be used in thrust blocks)'
lf the concrete has not had sufficient time to cure (e.g., 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 c;r plastic sheets shali be used io prevent
concrete from adhering to nuts and bolts. A.ny 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 shallbe sized for peak hour flow plus fire f lows 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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tII. 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
lirre from the main line up to and irrcluding 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 pro;lerty 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 Copoer Service PiPe
A. Reference Standard - AWWA 75-CR, Type K.
B. Size - Minimum 'l ".
2.OZ Corooration Stoos.
A. Material - Brass or bronze.
B. Size - Same as copper service line.
C. Reference Standard - AWWA CSOO-55'
D. lnlet - Threacjed IPS tYPe.
E. Ou:iet - Flared for flared connection.
2.03 Servrce 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 Stoo.
A. Materials - Cast bronze body, resilient 'O' ring seals, standard tee head
operator, ball valve tYPe.
B. lnlet - Flared connection
C. Outlet - Flared connection.
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2.OS Curb Box.
A. Material - Cast iron box, complete with lid and red brass screw.
B. Type - Arch pattern base, buffalo-type curb box.
C. Size - 1" shaft with riser rod to within 3: of surface.
2.06 Couolinqs.
A. Materials - Compression fittings or flared fittings.
3.OO INSTALLATION
3.01 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
feet.
minimum of 5',/z
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3.O3 Tappino 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.O4 Taooinq Unoressurized 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 ano locatrng lines, Taps and locations w'ill not be done without a'v./ater
application filled out by Customer.
3.OO Service Line Sizino. 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
4.01 Tvpe. 1" x 314" brass meter with rotating disk, with magnetic drive.
4.O2 Manuf acturer'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 lreeze. lnstall the
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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valves, PRV's, check valves or any other fitting that causes turbulence.
I 4.o4 Meter lnsoection. A water department representative must inspect the water meter
after it is installed and before the Certificate of Occupancy is issued.
I s.oo pREssuRE REDU.TNG ,ALVE (pRV)
I 5,01 i\,rlanufacturer's Refei.ence. Watts U-S-B or equal.I 5.02 lnstallation. lnstall upstream of the meter on 1" and 3/4" meters only. lnstall
downstream of the meter tor 1Yz " and larger meters. Allow for easy access to strainer and
cleanout plug.
5.o3 Pressure Testino. Downstream pressure to be set at 40 to 75 psi.
6.00 CHECK VALVE
I 6.01 Tvpe. Rubber seat and spring assist.
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End of Section lll
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IV. FIRE PROTECTION FACILITIES
1.OO GENERAL
1.01 ScoDe. This section shall include furnishing all materials, labor, equipment and
miscellaneous items necessary to install fire hydrants as specified herein for the AGWSD.
2.OO MATERIALS
2.01 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%", two 2'/2".
D. Hydrant Size - 5'/2" or greater, bronze to bronze seating.
E. lnlet Size - Six inch.
F. Operation - 11/2" 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 - 5)/: feet unless otherwise shown on drawings'
l. Additional Requirements - Furnish hydrant complete with pipe ano tee. six-inch
restrained mechanical loint gaie valve and thrust blocks. Hydrant snall be
restrained to the hydrant tee by 3'4" threaded rods protected from 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 yellow above the ground line.
L. Rating - Standard Class 150. lf pressure is above 150 psi, use American
Darling 8508, Class 25O and allow for 6-8 weeks delivery.
3.OO INSTALLATION
3.01 Hvdrant Spacinq. 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 500 feet. ln medium to high density residential areas, the maximum
spacing shall not exceed 4OO feet. ln commercial and high risk areas, the spacing shall not
exceed 300 feet. The maximum distance f rom 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 right-of-way or a utility easement. There shall be a minimum of 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 rhat 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 lnstallaticir. All hydrants must be extended so the top of hydrant is four feet above
grade. 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 shallbe connected tothe main line by means
of a mechanical joint tee with six-inch Class 52 ductile iron pipe branch piping to hydranr.
Each fire hydrant shall have a six-inch valve on the branch pipe conforming to standards as
outlined under Section Vl of these standards. The six-inch gate valve shall not be located in
the sriewalk. curb line, or gutter of the proposed street and shall be rodded to rhe main ree.
See Srandard Detail 2.
3.O5 Hvdrant Restraint. The hydrant shall be restrained to the main line with all 3/4" all-
thread rocj extending f rom 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 snail be provided rryith concrete reaction
blocks. See Standard Detail 2.
3.06 Drv Barrel Tvoe Drainaqe. All hydrants shall be provided with a minimum of 1,'3 cubic
I yard of l': " to 1" screened, crushed rock and shall be placed under ine !,/eep hole ouilet io
I assui'e prooer orarnage.
3.07 lnsoection. Prior to backfilling around the hydrant, a visual test shall be conducted to
ensure the proper operation of the \/eep holes. The hydrant shall be partially opened and then
closed. 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.O1 Scooe. 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" (14" and larger shatl be butterfly
valves),
21 Reference Standard - AWWA C-50-86'
3l Style - lron body, double disk bronze 'rvedge'
Pressure Rating - 200 Psi.
wrench Nut - Two-inch square. open bY turning to the left (counter-
clockwise).
Stem - Non-rising.
2.O2 Location. whenever possible, water main valves shall be located at street
iniersections. valves rnust be placed on all runs of a tee or cross' For instance' each CrOSS
shall have four valves iocated at the intersectlon while tees shall have three valves located
at the intersection. Valves shall be located at the intersectron' Valves shall be located at the
endofalldead-endintersectionsforfutureconnections.
2.o3ValveSoacinq.Valvesoncrossconnectingorloopedmainsshallbespacedsuchthat
no single break stGlirequire 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'
Z.O4 lnstallation. All gate valves shall be installed with the two-inch operating nut plumb
and true with tnJvertical and centerecl 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, Class B with 18-8
type 304 stainless steel body seat.
Operator - Valve operator shall be of the traveling nut type, sealed, gasketed
and lubricated for rlnderground service. Operating nut shall be two-inch square
and shall open left (counter clockwise).
F. Rated Working Pressure - Class 15O8, 2OO psi. Above 150 psi working
pressure, use "American Darling" Class 25OB 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 shall be dependent upon the conditions under which
it will operate.
4.O2 Materials.
A. Size - To be designed by Engineer f or proper application.
B. Body - Cast iron.
C. Float - Stainless steel.
D. Seat - Buna-N.
E. Pressure Rating - 200 psi.
4.O3 Locations. Air release, vacuum valves or combination air release valves shall be
rnstatled to permit efficient filling or draining of long pipelines. ln addition, they should provide
protection against vacuum and shall continuously vent pockets of air accumulated in the
pioeline. The tvpe 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 ortransmission 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 - 5%" diameter.
Cover - Deep socket 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,
I install a six-foot ling, green "carsonite" marker on all new valves. Marker to
have valve decal at top.
I G. Riser rods instalted to within 6, of surface.
r 5.02 lnstallation. Valve boxes shall be installed plumb and true, and centered over the twc-
I inch operating nut. 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
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placed '/2" 'Yn " below grade when located in asphalt or concrete.t
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1.OO GENERAL
1.o1 scooe. This section shail incrude ail rabor, materiars, equipment,items necessary to perform all excavation, backfilling and compaction oflines and appurtenances as specified herein for the nowso.
and miscellaneous
underground water
It shall be the contractor's responsibility to secure all required excavation permits and pay allcosts thereof.
1.O2 Protecrion of Work.
A' All excavation shall be protected by barricades, lights, signs. etc., as requrredby governing federal, state and locai safety codes and regulations. Under nocircumstances will more than 20 feet of trench be left Jp"n .t night. Anytrench left open at night will be protected by a temporary snow fence barricaceand reflective tape.
B' Sheeting, Shoring and Bracing - Where trench uralls are not excavated at astable slope, the Contractor shall provide and maintain sheeting sufficient toprevent caving, sriding or fairure and property or bodiry damage.
Under normal construction conditions, sheeting shall be removed as workprogresses. Sheeting shall remain installed if directed by the District or if pipedoes not have sufficient strength to support backfill based on trench width asdefined by the sheeting.
The Contractor shall be held solely responsible for any violations of applicablesafety standards' Particular attention is called to minimum requirements ofOSHA and State of Colorado Occupational Saf ety and Health taws.
C' Site Drainage - Excavation to be protected from surface water at all times.
2.OO MATERIALS
2'O1 . Pipeline embedment materials shallcomply with the appropriateclass as listed below and as illustrated in standard Detail 5.
A' Class A - Use for all distribution and transmission mains that are ductile iron.ln addition, use for all copper water service lines.
1 ' Characteristics - Densely compacted 3/4" Class 6 aggregate, four inchesbelow bottom of pipe with densery compacted 3/4'; criss 6 aggregateto '12 inches above top of pipe.
2.O2 Backfitt Material.
A. Characteristics - made of materials f ree f rom debris,organic matter from f rozenmaterial. Uniformly graded sufficient to allow proper compaction.
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than six inches in ciameter in top 1 2 inches of backfir;or sides, six inches.
Generally' no boulder greater than 1 2 inches in diameter in remainder of trench.
3.OO METHODS AND PROCEDURES
3.O1 Site preoaration.
A' clearing - Remove ail vegetation, stumps, roots, organic matter, debris an,Jother misce,aneors
"trr"lures and materiars from work site.
B' Topsoii Removal - Strip existing topsoil from ail areas to be disturbed byconstruction' Topsoil to be stockpiled separately from excavated materials.
c' Pavement Removal - Asphalt and bituminous pavements to be cut to the fulrdepth of pavement' The vertical face of the cut shail be a straight rine paralerto the limrt of excavation. cuts shall be made with a flat-bladJd air hammer,concrete saw, or as approved by the water system superintendent. Themethod used shouid provide a straight, true cur. All asphalt located withintrench iimits to be hauled of f site.
concrete pavements, including curbs, gutters and sidewalks, to be saw cut tothe full depth of pavement. The verticlt f."u of the cut shail be a straight rineparallel to the limit of excavation.
B. No boulders greater
bottom, srx inches;
All pavement removal shall be disposed of off siteused in backfill material.
3.O2 Trench Excavation.
Broken pavement not to be
A' Limits of Excavation - Trenches to be excavated along lines and grades asapproved by the District. Trench widths for prpe loading to be measured 12inches above top of pipe.
Minimum trench width to be the outside diameter of the pipe or conduit plus16 inches.
Maximum trench width to be the outside diameter of the pipe or conduit plus:t1l 24 inches for outside pipe diameter of 24 inches or less; i2l 3O inches foroutside pipe diameter of 24 inches or greater.
Trench excavation not to be completed more than 1oo feet in advance of pipeinstallation' Backfill to be completed within 2o feet of pipe installation by theend of any working day.
B' Groundwater control - contractor to maintain facilities on site to remove allgroundwater from trench. water shall be kept at least l2 inches below thetrench bottom, to a point such that a firm base for pipe or conduit installationexists' Facilities shall be maintained until all concrete is cured and backfillingI
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is in place at least 24 inches above anticipated water levels before waterremoval is discontinued. All water removal shall be subject to approval by theDistrict.
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C' stockpile Excavated Material - Excavated materiarto be stockpiled so as to notendanger the work or public saf ety. Maintain existing vehicular and pedestriantraffic with minimum disruption. Maintain emergency access and access toexisting fire hydrants and water valves. Maintain natural drainage courses andstreet gutters.
D. Clay Barriers - lnstall a one f oot thick
of aggregate, 4,' below and 1 2,' above
3.03 Bottom Preoaration.
clay barrier, or approved equal. in place
pipe, every 50O feet for all water mains.
A' Where soils are suitable and have adequate strength, bottom to be graded andhand-shaped such that the pipe barrel rests uniformly on embedment material.
B' Bell Holes - Material to be removed to allow installaiion of all fittings and jointprojections without affecting placement of pipe.
C' Over-Excavation - Whenever trench is over-excavated io eliminate point bearingrocks or stones or when undisturbed grade tolerances of 0.1 foot is exceeded-,the Contractor is to re-establish grade using aggregate bedding materials.
D' Unstable Materials - Materials which are not capable of supporting super-imposed loadings are defined as unstable materials. Should unstable materialsbe encountered during excavation, immediately notify the Distrrct. lf unstablematerial is encountered, the trench bottom shall be over-excavated (minimum6 inchest and backfilled with a clean 1/2" \.o 1t/z" rcck The rock backfillprovides increased \Jrr'aier movement and helps stabilize the trench bottom.
E' Rock Excavation - Rock shall be removed to a 4-inch depth below in bottompipe grading. Additionaily, all rock Ioosened during jacking, blasting, etc., shallbe removed from the trench.
3.04 Backf illinq.
Tamping Equipment - Except immediately next to the pipe, mechanical or airoperated tamping equipment is to be used, Hand equipment, such as T-bar. isto be used next to pipe if necessary. care is to be taken when compactingunder, alongside and immediately above pipe to prevent crushing, fracturing,
or shifting of the pipe. The Contractor is to note densities requirecj for materialsbeing backfilled and shall use appropriate approved equipment to obtain those
densities.
B' 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 (1 OO%) based upon ASTM D69g or AASHTOT99.
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ffi:: Tru"l::::",I;,,"1::,."teriar used for over_excavarion of any
Select Material: 9S% Standard proctor.
Backfi' beneath existing or proposed pavernents. roadways, sidewarks,curbs' utility line,s
. and other improvements or within five feethorizonta'y of such improvements. g50/o standard procto;..
Backfill within pubricor designated right-of-way: go% standard proctoror as shown on the Drawings for thJse areas outside of No. 3 above.
51 Backfill within undeveloped, gieen or desig,rated area: g59/o standardProctor.
D' Placing Backfill - The maxirnum loose lifts of backfiil materiar to be as forows(use smarier irf is where necessary to obtain r.equired densitres):
'll Bedding and select marerial: 6 inches;
2) BackfillMaterial: 24 inches where 9596 compaction required;4g incheswhere less than 9596 compaction required.
E' Maintenance of Backfill - contractor to maintain ail backfill in a satisfactorycondition during the extent of the contract and warranty period. Thecontractor rnriil be responsible for repairing any deterioration or settlement ofthe road surface Notification of rf," r"quir"d reoairs *r,ir u" issued bv theD!strict' All ccsts for repair and all iiabirity, as a resurt of surface oeteriorationor settrement, sha, be the responsibir.rty of the contractor.
3'05 surface Restoration' All existing surf ace improvements and site cisturbec or damagedduring construction to be restored to. a condition equar to pre-construction condition. Allrestoration costs are considered incidental to tn" "*l"r"tion and backfilt.
A' lmprovements - Replace, repair or reconstruct a, improvements as required.Work will not be accepted until restoration is accepted by the District and a,affected propertv owners. lmprovemenrs incrude, ty ;;;pre, other utirities,culverts, structures, curb & gutter, ."ii-Uo*"., signs, etc.B'
1ff,*il'.;lll,'J:iil?,r":1" be restored to originar condition with the folowins
1l Minimum base co'-trse material on graver roadways o,. minimum depthgravel on hard surface roadways to be 12 inches.
A Minimum bituminous surfacing to be 3 inches.
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4.OO OUALTTY CONTROL - FIELD
4'o1 comoaction' lt should be fully understood that it wiil be the sore responsibirity of thecontractor to achieve the specifieJJensities for all embedment ano backfitt materials placed.contractor will be responsible for ensuring that cor,.ect methods are being used for thef.||.il::l and compaction of said materiali. correct backfin methods incrude, but are not
Contractor rnay, at
"nethods of backfill
obtained.
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A' Use of proper equipment for existing soir condition encountered.
B' Moisture content of existing soils; determination if water should be added or ifsoil should be air_dried to ,Idu"" moisture content.
C. Thickness of backfiil lift.
his own expense, have an approved geotechnicar engineer monitor theand compaction used to ensure that the desired d-ens,r,es are being
4'o2 lnsoection and restinq' lnspection.and testing to be performed at the direction of theDistrict' contractor to cooperate fully with ail,"r.-on. engaged in testing. contractor toilff[:::i::Xil',",:"t: allow testins' contractorio backrir "l t"rt "*..r"iions in accordance
4.O3 Densitv Testino and Control.
A' Reference Standards - Density/moisture relationships to be developed f or all soiltypes encountered according to ASTM D6gg or AASHTO Tgg.
B' Field restrng - Testing Ioj!-"1:ity during compaction operations ro be done inaccordance with ASTM D2g22 using nJctear density methods.
C. Frequency of Testing - Minimum of one (1 ) test for each 1OO feet of trench oras directed by the District. contracto, ao "*""uate to depths required byEngineer for testing and backfill tesinoi".,o density specified. Testing to bepaid for by the Contractor.
End of Section Vl
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1.OO GENERAL
1'01 Scooe' This section shall include furnishing all materials, labor, equipment andmiscellaneous items necessary to perform pr"..ur"" and reakage tests a, oistriuutionltransmission and service ilnes as specified herein for the District.
1'o2 Hvdrostatic Tests' Pressure and leakageiests shall be conductecJ on all newly laid prpeand service lines' contractor to furnish all the necessary equipment and materiars to conductthe test' contractor will be responsible for instaili^n,n" appropriate taps used in the test.
rhe test shall be conducted between valved sections of the pipeline, or as approved by theDistrict' Water service lines will be tested up to the closed curb stop. A visual inspection ofthe water service connection, at the $/ater main and at the curb stop, will be performed tocheck the leakage.
Furnish the following eourpment and materiai for the tests:
Amount
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conduct the tests after the irench has been backfilled or panially backfilled ,arith the joints leftexposed for inspection, or when completely backfilled, as permitted by the District. Whereany section of pipe is provided with concrete reaction brocking, do not make the pressuretests until ai least five i5) days have elapsed after the concrete thrust biockrng is rnstared.lf High-Early cement is used for the concrete thrust brocking, the time may be cut to twodays.
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 airduring the filling' The test pressure shall be 1% times normar static system working pressureof the pipe at the point of lowest elevation (test minimum 150 psi).
Descriotion
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.
1 ' The duration of each pressure test shall be two hours, unless otherwisedirected by the District.
Procedure
S.l.owly fill the pipe with water and ailow to stand ror 24 hours. Experall air from the pipe. Appry and maintain the specified test pressure bycontinuous pumping in necessary for the entire test period. The testpressure shall be calculated for the point of rowest erevation, or as
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specified by the District. The pump suction shail be in a barrer or simirardevice. or metered so the amount of water required to maintain the testpressure may be measured accurately.
Bef ore the rine is pressurized, the District shail verif y that ail thenecessary main rine varves are open or crosed with regard to the sectionof line being tested, rn addition, the District shail verify that ail hydrantvalves are open.
Leakage shall be defined as the quantity of water necessary to hord thespecified test pressure for the duration of the test period. No pipeinstallation wiil be accepted if the reakage is grater than the number ofgallons per hour as determined by the fottowl-ng for;rt.,
Leakage
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Correction of
ND,IP
7400
Section Vll
Allowable leakage (in gallons per hour)
Number of joints in the length of pipe testedNominal diameter of pipe (in inches)
Average test pressure during the leakage test (in poundssquare inch gauge).
Excessive Leakage
per
Expulsion
Always provide a 3t4" tap at high point in rine for air expursion.
Flow Test
Should any test of pipe laid disclose leakage greater thanlocate and repair the defecrive joints or pipe until thesubsequent test is within the specified allowance.
After new main has been leak tested, the line shallopening one or more fire hydrants for approximately 1Osediment has been flushed from system.
that allowed,
leakage of a
be flushed by
minutes or until
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VIII. DISINFECTION OF POTABLE WATER LII{ES
1.OO GENERAL
1.0'l Scooe. Work under this section shall include furnishing all materials, labor, equipment,
and miscellaneous items necessary to disinf ect all raw wate?, potable water transmission and
distribution pipelines, service lines, and appunenances as specified herein for the District.
I 1,OZ Standard. Flush and disinfect potable water lines in accorCance with the procedu:.es
I ser forth in AWWA C6O1 -68, "Disinfectinq VVater Mains".-
i.03 Pioe Cleanino. 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 (5olo) (50,OOO ppm) chlorine solution.
A. Preliminarv Flushing. Flush oipeline, except 'ryhen the tablet method is used,
tc remove all remaining foreign material. The flushing operation shall develop
a minimum velocity of 2.5 ftrsecond.
1.04 Chlorine Aopiication. ln generai, cnlorine shall be applieci using the continuous feed
method. However, on large diameter lines where this wouid not be praciical, the slug
method may be used. The tablet method may be used on short extensions (up to
2500 feet) of small diameter mains ('12" and smaller).
Continuous Feed Method. lntroduce waterinto the line at a constant rate while
adding chlorine at a minimum concentration of 5O mgi l. Maintain the
chlorinated water rn the pipeline for a minimum of 24 hours after which period
of treated water shall contain no less than 25 mgrl of chlorine throughout the
entire length. Repeat the above procedure if the residual at the end of 24 hours
f ails to meet the minimum concentration.
Slug Method. lntroduce water with a minimum chlorine concentration of 300
mgil 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 aiong the line, expose all interior surfaces for a period of
3 hours. Check the application at the upstream end of the line.
Tablet 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
50 mgll. 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 attachirig tablets to the top of :ipe will be a non-toxic water
soluble adhesive. lntroduce water into the pipeline at a rate no greaterthan 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 the
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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 Flashino. After the required retention period, flush 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 Bacterioloqical Tests. After cornpletion of the final flushing and prior io placing the
pipeline in service, collect samples from the end of the line and test for 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 .iurisdiction, 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. If the original disinfection fails to produce satisfactory
samples, repeat the disinfection procedure until satisfactory results are obtained.
End of Section Vlll
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IX. SPECIAL CONSTRUCTIOT,I
1.OO GENERAL
1.O1 Scooe. This section snall include the design and construction of aerialcrossings. river
crossings, storage tanks, oressure 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 'rvill not attempt to provide complete design guidelines and
specifications. Rather, it will provide a general iisting cf guidelines that must be follolved
unless an equivalent alternali're 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 lines suspended from existing and proposed bridges, and lines aerially
supported over steep canvons and arroyos. ln both of the above crossings, an underground
or river crossing will be required unless special circumstances render the below graCe
alternative prohibitive. lf it is oetermined that a bridge crossing is acceptable to the District,
then the follor,ving design criteria shall be followed.
2.O2 Pioe Suooorts. lf pipe is 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 oipe hanger that allows longitudinal movement. Support shall
be an adjustable steel yoke prpe roll or approved equal. ln addition, a horizontal support from
pipe hanger to the bridge snall be provided so that the pipe assembly will not move
honzontally due to wrnd loads. etc. The spacing of the pipe hangers shall depend upon the
maximum recomry.rended loao of hanger.
2.O3 Pipe lnsutation. 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 shail
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.
2.05 Pipe. Provide Class 52 ductile pipe with flanged joints, ANSI B 16.1, AWWA C151.
2.o6.@.ProvidearestrainedexpansioncouplingbetWeeneachrigidly
supported point of the pipe. Follow all manufacturer's recommendations when installing.
Expansion couplings shall be accessible to water department personnel for maintaining and
making adjustments in cor:plings.
I 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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I 2.O8 lsolation Valves. An isolation valve shall be provided on either end of the bridge. lf
a break occurs, the line can be easily isolated.
I 2.Og. Accessibilitv. Generally, the pipe should be placed in a location where personnel can
easily access and maintain the pipe.
I 3.oo RrvER cRossrNGS
t 3.O1 General. This section covers the oesign criteria to be used on ri..,er crossings.
I 3.02 *"".*.rn"n,. Pipe shall be encased in concrete for the length of pipe unCerneath high
a lvater .narr. see standard Detail 6.
I 3.O3 Pipe. For river crossing, the prpe joints shall be push-on joints with joint restraint,
-- Class 52 D.l.P. Manufacturer's reference - Griffin Snap-Lok pipe or equal.II 3.04 Bend Restraint. All vertical bends shall be restrained with vertical reaction blocks and
.tt tnr.ililIEiM*n bends or between bends and concrete thrust tie.
I 3.05 Permits. Generally, a river crossing will require a.404 Permit or IJationr,vide Utilities
Permit from the Army Corps of Engrneers. The Applicant should begrn the permit process as
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soon as possible, as the process can take from 30-90 days to secure the permit.
4.OO STORAGE RESERVOIRS
t 4.C1 General. This section covers the design criteria to be used on storage reservoirs. The
Districl may ailow either a buried concrete or above-ground steel reservoir. The District
I ieserves the right to require either a concrete or steel tank depending on ihe fieid conditions,
I size and location of the tank. The District shall determine the size and location of the storage
ta n ks.
I 4.AZ Fountain Desiqn. A soil and geological report shall be provided which makes
recomn'rendations on the required foundation.
I 4.03 Structural Desiqn. Complete structural design, with calculations and shop drawingsrsubmitted by a professional engineer shall be provided. lf a welded steel tank is provided, it
i shall conform to ANSI/AWWA DlOO-79.
I 4.04 CDH Reouirements. All Colorado Department of Health, Water Quality Control Division
"Desiqn Criteria for Potable Water Systems" shall be followed.
I 4.05 Telemetrv. Level control telemetry shall be installed and shall include radio controlled
signals as approved by the District.
I oou Tank lnsulation. Not Applicable.
I 4.O7 Steel Tank Paintino. Use an AWWA approved paint system for tank interior and
II exterior coating on all steel tanks.
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5.OO PRESSURE REDUCING VAULTS (PRV)
5.O1 General. This section shall cover
vaults. The District shall determine the
5.02 PRV Valve. The PRV valve shall
The main valve shall be a single seated,
type giobe valve.
the design criteria to be used on pressure reducing
location of PRV's.
be a G.E. valve as manufactured by G.A. lndustry.
hydraulically operated, pilot controlled, diaphragm-
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5.03 Pilot Control Svstem. Cast bronze ASTM B62 with 303 stainless steel trim. lnstall
isolation cocks, closing and opening speed control and strainers on pilot controls.
5.04 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 Bvoass Pioinq. lnstall a bypass around main PRV valve so that mainline can be filled
and service maintained with PRV valve out of service. Bypass shall be installed with an
isolation vaive.
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 iine 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.OB 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.
5.09 PRV Vault. All 'raives, appurtenances and pipe to be enclosed in a conci'ete 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. Install concrete supports under PFIV and tees. All vaults to be
provided with heat, lights and two 1 1O volt outrets.
End of Section lX
ne.n9@g9..oB
4, I 5/97 B-29
X. BACKFLOW PREVENTION
1.OO GENERAL
1 .01 Scooe. This section shall include the
cross connection.
use of backflow prevention devices to prevent
1 .O2 Reouirements. All work within the District must comply with the current requirements
under Coloradc law for prevention of cross connections ancj backflows. Such laws include,
but are not limited to, Colorado Department of Health Statutes, C.R.S. 9 25-1-114(h);
Colorado Primary Drinking water Regulations, S.C.c.R. 1oo3-1 (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 supplrTing drinking
water to the public.
I 1.03 Tvpes of Cross Connections. The following are common (but not limited to) crossI 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 backflow prevention devises, and is beyond the scope of these regulations. Approval
of backf low preventers must be given by District personnel.
The following approved devices can be used as backflow preventers.
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A.
B.
C.
D.
Air gap.
Double-check valve assembly.
Vacuum breaker
Reduced pressure principal backflow assembly
1.05 Testinq. State larv 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
I
m&.n 96059. rB
41 15t97 B-30
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xt.SANITARY SEWER LINES
1.OO GENERAL
1.01 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.OZ Proiection of Work. Ait pipe. fittings and
and orotected in such a manner as to prevent
materials be dropped or dumoed into trench.
L equipment shall be carefully handled. stored
damage to materials. At no time shall such
Precaution shall be taken to prevent foreign matter forrrr entering the pipe and fittings prior
to and durtng installation. Place no debris, tools, clothing or other rnaterials in the pipe dur.ing
installation.
At such time as pipe installation is suspended, either temporarily or overnight. the open end
of the pipe shall be sealed witn a !vater-tight plug to prevent entrance of trench water, debris
or foreign matter.
Under no circumstances shail ti'ench 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 Decomes 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 installarion, the Engineer shall require the Contractor to cover the pipe
ends with close \rrr'oven bags until the start of the jointing operation.
2.OO MATERIALS
I This item covers the types of materials that will be allowed for the construcrion 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
2.O2
Ductile lron Pipe Fittinqs. Not Permitted.
Polvvinvl Chloride (PVC) Pipe and Fittinos (Gravitv Main)
A. PVC Pipe, through 15" diameter.I
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2.
3.
4.
Material Reference Standard - ASTM D1784
Pipe Reference Standard - ASTM D3O34
Class - SDR-35
Markings - Manufacturer's
Type PSM, SDR-35, PVC
number.
name, nominal size, PVC cell classification,
gravity sewer pipe, ASTM D3O34 and code
Not Applicable.B.PVC Pipe, 18" to 27" diameter -
meu.f.96o59 EB
lt t5t97 B-31
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I c. Fittinss
1 . Type - PVC push-joint or mechanical joint
2. Materials - ASTM D1784
3. Reference Standard - ASTM D3034 or ASTM F679
D. Joints
1. Type - Push-on rubber gasket
2. Gasket reference standard - ASTM F477
I 2a3 ffir,,"
1. Materials-ASTMD1784,Type 1, Grade 1, PVC 1120,2OOOpsi design
stress.
2. Reference Standard - AWWA C-9OO.
3. Class - 1 50 (DR- 1 8)
1. 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.
1 . Type - All fittings shall be mechanical joint except where specifically
shown or detailed otherwise.
2. Reference Standard - ANSI/AWWA C-11O1A.21 .10.
3. Pressure Rating - 250 psi.
4. Gasket Reference Standard - AWWA C-1 11.
C. Joints.
i 1. Push-on rubber gasket
2. Gasket Reference Standard - AWWA C-111
t 2.O4 Concrete For Thrust Blocks and Encasinq Pipe. Concrete for thrust blocks and forIencasrng the sewer pipe line shall have 28-day compressive strength of not less than 3000
I ;:, Manhores
A. Concrete Rings/Cones
1. Type - Precast
2. Reference Standard - ASTM C478
3. Size - As shown on the Drawings
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Manhole Bases
Type - Cast-in-Place 3OOO psi 28-day compressive strength concrete.
Reference Concrete Standard - ASTM C150 Type ll modified.
Precast Base - Conform to ASTM C478
Manhole Steps
Material - Aluminum, ASTM C478
Size/Type - %" round stock x 10" wide aluminum with slip-proof tread.
Spacing - As shown on Drawings.
Mounting - Grouted in place on concrete ring with ASTtt4 C15O, Type
ll modified Portland Cement mortar and sand grout f or water-tight joint.
The first step shall be no more than 18" from the manhole riser.
Grade
Type - Rub'r Nek preformed gasket as manufactured by K.T. Snyder
Company, lnc, Houston, Texas, or equal.
Cement Mortar Material Ref erence Standard - One part Portland Cement,
Type ll, modified with three parts of sand. Cement morrar to be used
with concrete grade rings only.
Adjustment Rings
Frame
1.
2.
3.
4.
Type - Precast ASTM C150, Type ll modified concrete.
Size - Not less than 6" wide x heights to allow for 1" adjustments.
and Cover.
2.OO Sewer Service Line Materials.
A. Wyes - Required for all new sewer line construction.
Material - ASTM D3034 PVC.
Strength - For use with SDR-35.
Joint - Slip-on rubber gasket.
Material - ASTM D3034 PVC
Joint - Rubber seal to main with stainless
Slip-on service joint with rubber gasket.
1.
2.
3.
1.
2.
3.
4.
5.
Joints
'1.
2.
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1.
2.
3.
Material Reference - Grey lron, ASTM A4B, Class 30.
Cover - Stamped with "Sewer", machined bearing surface with ring.
Type - heavy, combined rr;eight of ring and cover greater than 375
pound.
Manufacturer Ref erence - Neenah, R-1706.
mB.A9@59.x8
a/r 5/97 B-33
steel compression bands.
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2..O7 Shear Gates. Not Applicable.
2.08 Flat Gate. Not Applicable.
2.09 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 lnsoection. Clean all pipe, fittings and related materials thoroughly of all
foreign material and inspect for cracks, flaws or other defects prior to installation. Mark all
def ective. damaged or unsound materials with br-ight marking crayon or paint and remove f rom
job site
The Contractor shall take ail necessary precautions to prevent any construction debris f rom
entering the sewer lines during construction. lf this debris should enterthe 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.
3.02 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 air temperature 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.
6&.496059..o8
at'tSt97 B-34
2.
3.
A
2.
3.
B.
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3.O4 Pipe Installation.
A.lnstallation of Ductile lron Pipelines.
Pipe Handling, Pipe should be lowered into thetrench with ropes, slings
or machinery. Under no circumstances should the pipe be pushed off
the bank and allowed to fall into the trench.
Pipe Laying. Pipe shall be laid in straight sections, in an uphill direction,
with bell ends f acing 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.
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 foreign 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 surface. The spigot end of the pipe shall then be wiped clean and
inserted into the bell to contact the gasket. The pipe shall be forced all
the way into the bell by crowbar or jack and choker slings.
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.
lnstallation of Polyvinyl Chloride (PVC) Pipe.
Pipe Handling. Pipe should be carefully lowered rnto the trench to avoid
pipe falling into trench.
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.
Jointing the Pipe. The outside of the spigot and the inside of the bell
shall be thoroughly wiped clean. Setthe rubber ring in the bell with the
marked edge f acing 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.
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
6ru.49€O39.Da
.Ult97
4.
B-35
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I of the pipe. Bevel the end of the pipe with
is field cut. Place a clearly visible position
from the end of the field-cut pipe.
a bevelling tool after the pipe
mark at the correct distance
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L,lnstaliation of Pipe. Not Applicable.
3.05 Sewer Manhole lnstallation.
A. General. Manholes shall be furnished and installed to depths and dimensions
shown on the Drawings and/or staked in the field. Manholes shall be
constructed of precast concrete rings in accordance with details shown on the
Drawings.
Connections to Manholes. The first length of sewer pipe into and out of any
manhole shall be a maximum ol 24" as measured from the inside face of the
manhole to the end of the pipe. ln addition, extra care shall be taken by
grouting or other means of sealing to assure positive water-ttght manholes
around the inlet or outlet pipes. Expandable water stops, special sleeves or a
rubber gasket cemented to the sewer pipe shall be used. Ail cipe shall be
grouted in place with a non-shrink grout.
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. lVhere large
differences in invert elevations exist, sloped flow channels shail 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.
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. All rings shall be grouted in place.
Manhole Stubs. All pipe stubs required from manholes are shown on the
Drawings. Stubs shall extend approximately 24" from the outside iace of the
manhole and shall be capped or plugged with manufactured f ittings to form a
water-ti ght 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.
6nJ\9GO59..oB
4/l 5/97 B-36
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3.07 Protection of Water Suoolies. Sewer lines shall be located a minimum of ten feet (10')
horizontally f rom 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'i horizontally from the water main, the sewer line shall be made
impervious by either of the two methods listed below.
A. Method 1 . Turenty 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,ruill 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.
3.08 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.
3.09 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 after the 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 alignrnent, 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, televise the
interior of the line prior to acceptance. All defects shall be noted and corrected as
stated above.
4.O2 Leakaoe Test. Sewer lines shall be tested using a low pressure air test only; water
tests will not be allowed. Only alter the sanitary sewers, includir:g 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 groundwater 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 ponable 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 avoid 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
4.0 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 rhat 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 deemed 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.
4.03 Manhole lnsoection. During the construction of the manholes, the Contractor shall,
in accordance with good practice, ensure that not earth, sand, rocks or other foreign 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
specifications.
A. Visual Examination. The Engineer shall visually check each manhole, both
exterior and interior, f or flaws, cracks, holes or other inadequacies which might
affect the operation of water-tight integrity of the manhole. Should any
,nrdlgao39.!A
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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.
2l The manhole shall be filled with water to a level at least one foot above
the uppermost ioint. 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 brrng 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 satisf actory tightness is obtained.
3l A vacuum iest 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 (5olo) of the nominal
internal pipe diameter. Defleciions 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 acceotable and the Contractor will remove and replace these
sections at his own expense.
The deflection test shall be run between fifteen (15) and thirtY (3o) days after backfilling of
each section of line.
Deflection tests 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 CRITEHIA
5.O1 Sizinq. 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.O3 Slooe. Minimum sewer line slopes shall be as follows:
8"
10"
12"
15"
i8"
21"
24"
27"
.0O4 ft/ft
.003 ft/ft
.OO22 f:.ltt
.0015 ft/ft
.o012 ft/ft
.oo1O ft/ft
.OOO9 ft/ft
.0008 ft/ft
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6.OO GREASEINTERCEPTORS
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 edition of the Uniform 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'
6.03 Specifications and Procedures For Grease lnterceotors.
A. Plans shall be submitted to and approval obtained f rom the District prior to the
installation of any grease interceptor rn any establishment set forth in
Subsection 6.02.
B. No grease interceptor shall be installed which has an approved rate of flow of
more than fifty-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) gaitons 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 EQR schedule for the
total number and size of fixtures connected thereto or discharging thereunto.
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an5197 B-40
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The total capacity in gallons f rom fixtures discharging into any interceptor shall
not exceed two and one-half l2%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 f low 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 for 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 materiaI satisfactory to
the District and shall have a full size, gas tight cover which can be easily and
readily removed.
L. 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 approved by the District.
The District may require such tests as may be necessary to determine the
grease collecting eff iciency of the various types and kinds of grease
interceptors to establish the rate of flow or other rating thereof. Such test
mrp$9ao59.rcg
{ r s/tt,B-41
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necessary by the District. A list of approved and acceptable interceptors shall
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I p -";:"::::-:"ff;";::,::']ln,"ndoesno,comp,yin a,, respec,s
I il;;HJI:,"i.Il'""JJJ :;1;','"",,:li:x'"i, iH L:ffiJ:',fJ,'ff 1",:':::
interceptor does not so comply, the District shall immediately suspend or
revoke such approval.
I 7.oo cLEANours
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I All service lines shall have a minimum of one (1) cleanout per one hundred feet of pipelineI length. A cleanout consisting of a vertical 90o tee the diameter of the service line shall be
-r provided at the property line between the building being served and the main line. The upper
I 24" of the vertical riser shall be cast or ductile iron ar,d terminate 4" below grade in
I unimproved areas and at grade in finished driveways, sidewalks, etc., and be plugged with
, a water-tight cast iron plug (see Standard Detail).
t Loo TELEVT'TNG oF
'E*ERLTNES
f The Owner shall, at his expense, televise the interior of the line prior to acceptance by the
f District. Atl defects shall be noted and corrected.
I :':1,"::""*",J#:::::: ", the District a two (2) year warranty rrom the date or
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" Substantial Completion" .
End of Section Xl
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B-42
O SMITH AND LOVELESS, fI{C.
SUBMITTALS
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ATTACHMENT D
Above Grade
Pump Stations
Reirobie ond cost-elfeciive
'@)
''\ & Loveless, lnc.
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fonroges
J;,1:::;1ff
- ;ality non-clog
J::i:::'o'-:-lintenance and
f:il::T,,..
:-:j tested prior to
*H:;tT:?'uo"
ill::.inan1
:'i ironment.
J::;:":l
ro.he
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l:ffiTiliiil.",.o
.rbove the basePlate.
*#:li:,".":
f"pair.
lrpr.*. triplex. or
seiles pumplne
5ssrns,'r'ith built-in.
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,r-,ri. cotnDonenls.
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I .l eless \\'et \\'ell ir{ounted
.t-rr. 3nd C.{'PSLL.{R \\'et
zh-operatine
.iciencies result in
\\'er po\,!'er cosls.
Str(d .,/,t6 ,t.)r(
than:,.ttt)0
nstallouons ol
Smth & Lorcicss
Pvmo sialrcn! nd\.
relub;. rt)st-
.'/iec llt t'.
JFpn)o.it.'s lo
,ilr?,:'1,:- ,t( r'6;i
ihorllv
n^i^D: rUr
Benef rts
;r Gicde
The lot'profile oJ'thc Rccessed l1'et |l'ell VounrL'i
Pump Station s ideol lor cold Lltmates he<.aus,'all
equenrdl is torth ttrvltttd
DesigneC fcr the 0per0l0r - Just Throrr,r 0pen the Hood
Perhaps the rrlosi nt'rtlhic- .-harlcterlstic t-ll'Ihr' Srrritll &
Pump Statir',n. R:c':ss.'J '1i'.'1 \\:ii Vltruiltjd Pul:'.i" S:ri
\\ ell \lrrurti'.'J P -rtl r:' S:lll,':- : ::-,a i.''-.::lr'lr 'ri
Ihe r-:rcciratle .tl :.t.r:tltttt:i. i:l . .l.t-isl:l: -lil
nlrnlni 1:1rri,\l-\ .r:',: -'.,1'.1:,-.j. .:l'.. . :' :l'C :.1.-::l.l-.'
and unde:' I :-l tc:' i... il.,a'd. : :..lt.' J i I tr i'. -l i-ld
maintenance 3r. 3s e.is\ JS chtckrn!: the oil li",
vour car. Just ihr.r',r ot'en :te :o..td T::s 3trt"' i
the bas.'plrtc- dcsirn :1..' k::r: r-cUllilr:-llt
sepa13la ir..tl', lcn:ll;-:--r,r..,: J.l .!'il: il!'.i :p3(J
Srnrrh S. Lrrr'Jla<<' .l:, . J i:-:iJ :.i:l-:' ' .r:.'1i'- ..
har e e jt'rrrtl.tcl ia.:::r. lL'''.\ l' l'; ic'. - .1:'.:
r.I.locient rpnc..i:3il.a. :-.- ,:',: -- .'.,.: ll.'- l. : "'r
protile in anr enr iront:t.-ttl
Plo ce
l' ,cf
'f)',c S:t ::' -'. 1,"' "l.s: Recessed \\'et Well
\lrrrir-ri-- i).11;1;: -',-1rl,ttt cottlb nes the benefits of
the \\ el \\':ll \'ltrurrt.'d Pump Smtion u'ith those
oia bu:rcd SI.rlrt'rr. The lou'prohle is ideal for
cold clrnrltc. bccause all of the equipment is
clnll rr',...1-::-J l'h: !'quiplnent chamber also
kt'cf : lr.::l)i.r: 'lllJ lllrrtols arr av from the wet
uell in l rc'J,-riarlr \ r'ntilated environment' This
.iusr bcir'\\ -,:rl,lc r ersion also allo'*'s for
pumping li,rm .iceper grar iry mains for wider
pumping hcad aPPlications.
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I thoore fie Stotion thot Fits Your Needs
- \\'ith more than 50 r'ears in business. the engineers at Srnith & Loreless hare seen
I .,*rttr e\erJ npe of tlou siruation Thel'can custom design a punlp stetlLrn to meet
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\Lrur needs rn", olill hare sonle olrhe lirilhest pump efficiencies on the market toda1"
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Snrirh & Loveless'above grade pump
starion producr lincs come in a u'ide
range e'rf puntp ctrntiuurations (s'-e si'je
bar at right) thst allrr!\ \ou to cht'rose :le
srarion that t-rts your needs.
The teuest Parts- The easiest
d:sassembll . The heai iest shaft cro's
section in the industry. The onl;- pumps
specifi cally designeci tor positive
\:Icuum priming. These are -iust a ti'r
of ihe fearures that mrke up the besl l''i
pirrt\1. ask :::l codr ',i ht' alre:dr r:ill: ':
:ip srliions in the uorld. But. iivou still need
Slr::::. \ ,,_,,, .:,:is lui.,nn sisti\.i:.
F iov'r
Priming the l.'ad Pttrrtp - The lrqu;c
ier ei "on" Cisplacernenl su.itch- u htc:'
pump. \\1en lhe liquid ler el reaches
pnmed. T:.e
"
f,cititti'. iri'::',:llll s\ sl-':ll
lou
lne ler.i
arr.nn,<.
:.::r'lF ::
\t:ttttllrr l'tttttil - ii fhe ini-it)\\ ivrfli:11UeS tO
rise. the high ier el "on" displacement sri'iich
is tilted. uhrch 3cti\ 3tes the pnming and
pumpinu c)'cle of the standbl punrp.
I rlnrlrrrin'.1 L-itluiti - The ticuid is cirar"n
up throur:h thc suctit'n pipes to ilie
e eniritugal irul'ltps rnd purtip,-'ti trul tilrcrugh
thc' check r lir .'s :r:d piug r lilr r-s into the
tbrce matn.
Shuttrng Ol'l'Punrps - The pump lowers
the wer r"'ell ler el until the pump lou' lerel
"trtf' displacifllc't-lt srr, itch tilts and shuts off
the punrp. The punrps rctnain pnnrcd' The
\ acuum pump rvrll no( come on unless the
liquid level has f allen below the level sensing
probe. and the lo* level "on" displacement
switch is tilted.
Schenie
.4!t o.f Snith & Lot'eless'obove grcJe pump stations have
,qrip^rr, hot:sLd str;rd:ch .lrom thc pem!:-reouired
confined rpr,a(' H cl !i e//
n Views
, plen views appear of
ith & Loveless Wet
ir{ounted Pump Station
the Recessed Wet Well
Punrp Station
and the CAPST'LAR
.Well N{ounted PumP
(bonom) modei lines
L
Tiuee-pui:ro
a-\
-'f,:r=l
C"\PSUL.{R'
three-puntu
CAPSUL.{RI
four-PutnP
T-...-,..,.--.i
@.:
Fer i-.li- DUi'il L:
I
Above Grode Pump StotionsIr SNles
t_;8."ro"and
:$fi.fffiiiooo-
r i000 GPlvl
]oo t*
.\s are ar ailable to fit
T.1l::i:":,il ''
flil*ol*r.
,- -ranmabie Logic
r;i:';,.0,.".,
-l r, es
f'-T,Tl1Ii,,".
r^rrical Ler ei Ccnrois
li.:.u:i
-. ^.,1111g 1i1-r6
l,.ll;JI;1.,,.,
, .i,r'.'. J r,/1.'-!\( -'lrL.r'
j- .1.; .; _,1,,-r;i/r:: i.. . t '.;
.!;;::, , .lt,lrt rr -'"1 . ' .:r;;r
,n:.- ,i;::..1r '-(/toi1 t: r'r:,
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lenteeur:
FII
Purnps
H: tite-: -" :, ;;1;r :t:.r'.
,lut' ii.:,,.-:L .liJ .lt'rc
reltcb r ir tr
Mechonicol Seol
Erclusir e Smith & Lor t'les:
seal has one ofthe lonsest
iife spa:ls in ihe m:lik!'1.
Molor & Pump Shoft
Or crsrzec :.rii,J sl:inic:.
sieel sha:: 'r tth or erstzer.i
shrei,iec !!'ti-in!s.
Pump lmpeller
Trinr:neci :nCtr tduallr to
exact desrgn caPacitr rr rth
fu ii-diameter shrouds to
pr('\ !'nt seli $ elr and shl::
hrnding Tlre punrp ttrrncllcr
ts kr'1r'd ltl iJficrr'tl shltl li'r
easy' remor ol.
Control Ponel
Dead-froni desrgn rncreases
operator safeq'and
simplifies sen'ice.
Che:k Vclves
) i;-: i: :- i,,.,i':.1. :l(1il-) i3:1:ll :l -
Jld-^ '. J:\ J: *:lh ,'\.:a=l:-
rnl .lertgn.
Heovy Boseplole
Senarates pumDs and motors
from the set well.
Thick Fibergloss Hood
P-,:r rdr'i Frotc'ction and
;-\l1niL'le eccess 1.L)r sen tce
li1(i iilalnian:lnca.
Equipment Chomber
[-.rrr prolile design tncreases
iu.ti\)n lti capabilirr.
Vocuum PumPs
Duplcx \ acuum PumPs for
r()\ili\ L- pnming arc' ITlounlc'd
iirr uLsr rnsoectit n end
lllJl nlCnJnCL'.
'y'entiiciron-Hectinc
.-.;!lt :.,:t:tlr. iri'.\ i0iSC
.'. a, f ,.rri t'i 3
ii-tcr'noiiJi.lcJllr :oni:oiieo
clec:ric ;.'3is; u:lh oprional
rnsuiatei hooti.
Level Sensing Probe
E:rclosec 'r rthin trsnsparent
iorne ior r isual insPeclion
,)i Frrr-,i.9
Dischorge PiPe
Contpr*ssion nie couPiing
prr.rr ides lor :ase ol
insrallatr..n anci tlexibiliq .
Plug Volve
Easy I -l rurn oPeration and
positir e s:al for indir idual
punrp rsr.iatton.
Suction Line
Therc is nothing else in the
*er uell ercept the float
s*'itches.
tt#:*,j:i-*
rr r: 913-888-5201
l, 313:331.3.13
,Y fsrnlthsndlorsLa&stt
]*"o*"",,'
.S,,/r,ii,,,r.t litr o rt'orld 6tl-xatt'r ctohlents
r. lagl lrr00 Smrrh & LoUelcss. lnc
& Loveless lnc.
)-(D,
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FACTSI.IEET
Redesigned Recessed Wet Well Mounted
Pump Stotion:
lncreqsed Work Spoce Meets No.l Cusionrer Request
Combining cusromer input r*:ith engineering innor ation and manutacrunng experience, Smith & Loveless
has redesrgned the Recessed \\ et \\'eit \tounted Pump Station to meet your No. I need for more free
,r.orkspace. 81. increasrng rhe cianeter of ihe station tom 6'- l0" to S'-5" and by- increasing the height
ofthestationtromi'-lll3"to-'.t-rurst3tionproriCesmoreireeworkspace'Belo* isai-D
dlarrti19of ihe R.edesigne.l Rec:ss...j \\ei \\-:.i \I'.u;:,ic.1 P,.ln..: S:.:1i..:. Tl..; i...-.'r Jeslsii is:isc
ar ailabie rn series and, urpier cc'tl:-:{,lrlilons.
I
Equipment Chomber
Low'profile design
combrned with increased
height provides for abiliry
ro '*ork on the equiDment
rvithout getting ,'r31 en
rainl dal s.
lncreosed Work SPoce
The arca of the sation'
increased by more rhan 50o'o.
proriding more sPace to
operale and mainain the
pump sution.
Pumps
Located tor imPro'"'ed ease
of mainrenance
Check Volves
Located torvard the center
of the staiion end close to
the open work area so tha!
routine maintenance can
be perlbrmed easilY.
Plug Volve
Singtc i-way- rahe allo*s
tbr isolation of etther or
both pumps rs wel[ as
easy. conl'enient acccss'l,
Retrccloble Lcdder
Assist
T_ ^-., :r j1j,r-., --r<i
ret:ac:rb ie iaice: rsslst
manua.ly puiis :P :or .3j:'
ladder rccess.
Thick Fibergloss
HooCs
,-,lc:'. :.-:. c-:'1" :.:
.ri i",'.r :,;: :.tit:ri ;Or gragC
c: ilic s:rlion. Tne hooC rs
Cesrg:ec tc tit snuell'over
Technicol dolo from Smith & Loveless, lnc'
monufoclurers of quolity pumping sloiions 4-607
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FACTSHEET
Redesigned To Meet Your Needs
The Recessed Wet Well Mounted Pump Stotion
Check out both the new improved fearures and the benefrts of the
Recessed \\'et \\''ell ![ounted Pump Station tound beiorv.
iiv qt\ httod Jts,{q
.niiriJ:rri;'r t)oe\ .';.;t
,)t:it.',:ilr)tt
Wet Well Access
Larser openine lor elsier
JCCSSS.
Pumps
L.:clt:; ;"rJ i;1,9;.r" ic -t:t:c .rt
ope:3iion end nrir':tenanct.
Retroctoble Lodder Assist
To 3r..r r,1e :rsier lcciss rnto lha
ii3liL)ri. :he lei:ac::oic l:rdder :ss r.t
manu:ii1 puils uo lbr :;rsr iai:,:cr
The Benef iis
0 Lower installed costs ciue to t-actory built
design. You only need to set the station on the wet
well: hook up the power. suction and discharge
pipin-e: backfili; and start the station. it's that eas-v.
Powerlul Blower
Provides r minimum of J0
air changes 9s1 il6u1 *'hen
occupieu.
Lifting Stonchions
Rorer: or e: :he pump ror easl
pump :3rnL1\ ri or agrinst the
r,,lll "'hen nL)t ln use.
lncreosed Work Spoce
\1..r: rie: rr ork spacc ihan :r e:
- rn i:ra:.:r',ort thrn it)'0.
o Single Source Responsibilin tbr the entire
station. If ;-ou have a problem. y'ou don't have to
track down the manufacrurer of every component'
you cail only one number - Smith & Loveless
(913) 883-510i. And we can do that because we
build stations to last.
Smilh & Loveless, lnc.
14040 Santa Fe Trail Drive
Lenexa' KS 66215-1284
United States of America
Phone: 913'888-5201
Fax: 913"888'2173
Parts: 80G922'9048
h dp ://www.smithandloveless.com
E.mail: answersOsmithandlovsless.com
o Earth insulation makes the Recessed \\'et \!'ell Represenred D.r'.
!{ounted Pump Station ideal for colder climates.
0 Lorr profile design impr,:ves the aesthetics.
Not only is the low profile design attractive, it is
also less subject to vandalism in comparison to
above-grade outdoor control panels rypically found
in submersible installations.
0 Ease of maintenance especially during
inclimate weather, when the lids can be closed and
maintenance accomplished because the station was
designed for continuous human occupancv.
Solutions for a world oJ'*'ater problems
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?nzoJ
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oort
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hCI.917 P.5NRY. L.?AAL T:A7?N FAICCIT SUPPLY II{C
J33l Nl 0v3H "lvlol
PaooooFtou1 +-E
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Loveless. lnc.@ Lenexa. Kansas 6621 5-'l 284
ENGINEERING DATA Recessed Wet Well
Mounted 2-Pump Station
4" or 6' PumPs
Specification
December,1999
Page 1
SPECIFICATIONS
RECESSED WET WELL MOUNTED 2.PUMP STATION
4" ORx', PUMPS
GENERAL
The conrractor shall tumish and installone thctory-built. auromatic pumping station as manufactured by Smith & Loveless.
inc.. Lenexa. Kansas. The starion shall be complere with all needed equipment. factory-installed in a dual companment
rvelded steel chamber consisting of a separate enrrance to the w'et rvell and an equipment chamber. The equipment chamber
shalI have nvo seperate fiberglass covers.
The principal items of equipment shall include rwo vertical. close-coupled. motordriven, vacuum primed' non-clog pumps:
',alres: intemal piping: central conrrol panel rvirh circuir brealiers: motor slarlers and automatic pumping Ievel controls:
lighring: sump pump: venrilating blorver. priming pumps and appunenances: and all internal wiring.
OPERATING CONDITIONS
Each pump shall be capable of deliverins ibA GPNI of raw uvater or wastewater against a total dYnamic head oi
I O b iber. The max imum allou able speed shalt be ll ta C RPNl. The m inimum rated horsepow er of each pump
*"r* rh"ll be 2C 4,P.. The minimum pump efficiency at the design point shall be '4r o,'o. Due to energ)
consenarion requiremenrs. the specified minimum etficiency shall be enforced. The maximum static suction lift shall be
l3.o'
All openines and passaees. in the pumps. pipin-e. check valves and plue valve. shall be large enough to permit the passage
oi a sphere i" in diamirer. The anticipated operating head range is from 9c feet minimum to I ib feet
maximum. The pump morors shall nor be overloaded beyond their nameplale rating. at the design conditions. nor at any
head in the operatine range.
CONSTRUCTION
The station shall be consrructed in one complete factory'-built assembl-"-. It shall be sized to rest on the top oIthe wet well as
detailed in rhe consrnrction drawings. The supponing floor and station head shall be minimum 3i8" thick steel with
reinforcing, as required. to prevent defleciion and ensure an absolutely rigid support. The shell shall be ol ii4" minimum
rhickness steel plate rolled to a minimum 8'-4" inside diameter. All internal clearances shall meet or exceed N.E.C.
requiremenrs. Stations nor meering NEC requirements shall not be allowed. Steel plate shall meet or exceed ASTM A-36
specifications.
The equipment chamber shall be physically separated from the wet well. Wet well access shail be completelY separate from
the equipment chamber and shall be provided with the access manway exposed only to the atmosphere.
The equipment chamber shall be provided rvirh nvo separate fiberglass covers, one over each pump, hinged at the partition
wall separating the equipment chamber from the access manway to the wet well. The liberglass covers shall be formed
w,ith a drip lip around the edges. Brackers shall be provided to suppon the covers in the open position and to restrain them
under load. An aluminum ladder shall be located in the station to provide easv access. Only one segment of the fiberglass
cover need be opened for personnel access into the equipment chamber. but e ither or both may be opened for equipment
access. A single cover will not be acceptable.
A 3i 16" hinged steel manw'ay cover located exteri
'O Smith & Loveless, 1998 p1
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shall be provided. The man',.r'ay' shall be 30" xor to the PumP
\t
chamber
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Loveless. lnc.@ Lenexa. Kansas 65215-1 284
ENGINEERING DATA Recessed Wet Well
Mounted 2-Pump Station
4'or 6' Pumps
Specification
December, 1999
Page 2
j6" minimum and be an integral part of rhe station head plate and shall provide access into the wet rvell. Both equipment
chamber and rver *ell access covers shall oe provided with hasp and staple arransement for padlocking.
A lining socket shall be r,velded to the wall tor each punrp. A stanchion witn lifting arm shall be provided to suppon a hoist
(provided bv others) tbr removal of rhe motors. impellers and pumps.
WELDING
All steel in rhe station srructure shall be joined by electric arc rvelding with fillets of adequate section for the joint involved.
g,h,:re required to erclude ground warer, all rvelded joiitts on the exterior of the station shall be continuous throughout
their length.
PROTECTION AGAINST CORROSION
All srructural steel surfaces shall be factory blasted rvith steel grit to remove rust. mill scale. weld slag. etc. All weld spaner
and surtace roughness shall be removed b1 grinding. Surface preparation shall comply uith SSPC-SP6 specitications.
lmmediarell ibllorrine cleaning. a single 6-mil dr1 film thickness of VersapoxDepox;- resin shall be t'actory applied. This
coating shall be as tormulated by Smirh & Loreless for abrasion and corrosion resistance. Sandblasting is not acceptable.
Stainless steel. aluminum and other cor,'osion resistant surfaces shall not be coated. Carbon steel surfaces not othenvise
protected shalt be coared with a suitable non-hardening ntsr preventative compound. Auxiliarl components. such as the
electrical enclosure. ventilating blo*'er and vacuum pumps. shall be furnished with the original manufacrurers coating.
Finish coaring shall be accomplished prior to shipment of the station tiom the lactory and shall comply'fulll with the intent
of rhese specificarions. A rouch-up kit shall be provided by- the pump slation manufacturer for repair of anr mars or
scraiches occurring during shipping and installation. This kit shall contain detailed instructions for use and shall be the
same material as the original coatine,.
A heaw s1 nrhetic rubber mat shall be cemented to rhe sration floor b-u- the Manufacturer to protect the coating on the steel
floor.
T*o l7-pound magnesium anode packs shall be prol'ided for cathodic protection. The anode packs shall be provided *'ith
30' long insuiated copper leads. Copper lugs shall be provided by the Manufacturer on opposite sides of the station for
anode connections.
MAIN PUMPS
The pumps shatl be (1") K) venical. non-clog t-vpe of heav-.,- cast iron construction. especiall.,- designed for the use of
mechanicai seals and uacrluril priming. In order to minimize seal wear caused by linear movement of the shaft- the shaft
bearins nearest the pump impeller shall be locked in place so that end play is limited to the clearance within the bearing. To
minimize seaI wear resulting from shaft deflection caused by the radial thrust of the pump. the shaft from the top of the
impeller to the lower bearing supporting the impeller shall have a minimum diameter of l-718" for motor frame sizes 213
through 286:2-l18" for motor frame sizes 324 and 326: and i" for frame i6-l and larger. The dimension from the lowest
bearing to the rop of the impeller shall not exceed 6".
The bearing nearest the impeller shall be designed for the combined thrust and radial load. The upper bearing shall be free
to move linearly with the thermal expansion of the shaft and shall carry only radial loads.
The shaft shalt be solid srainless steel through the mechanical seal to eliminate corrosion and abrasive rust particles'
Removable shaft sleeves rvilI not be acceptable if the shaft under the sleeve does not meet the specified minimum diameter'
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The pump impeller shall be of rhe enclosed qpe made of close-grained cast iron and shall be balanced. The impeller shall
be ke1,ed gith a stainless steel key- and securetl to the motor shaft by- a stainless steel cap screrv equipped with a N-'"lock or
orher suirable seit'-lockins device. The impeller shall not be screrved or pinned Io the motor pump shaft and shall be
reaJill removable rrithout rhe use oi special tools. To prevent the buildup of string.,- materials. grit and other foreign
particies around rhe pump shaft. all impellers less rhan full diameter shall be rrimmed inside the impeller shroud. The
shroud shall remain full diameter so rhar close minimum clearance from shroud to volute is maintained. Both the end of the
shatr and rhe bore of rhe impeller shall be rapered to permit easy- removal of the impeller from the shaft. Pumps rvith wear
rings rvill not be acceptable.
The pump shall have an aCapter proliClng a [:rge wat3r resenoir above lhe impeller to provide for positive exclusion of air
from the impeiler. The seal shall be inside this area to assure lubrication. Pumps which do not use hollow priming adapters
for positire lubrication of the seal u'ill not be acceptable.
The purnp shall be consrrucred so as rc oermit priming iiom the leu'pressure area behin,l the impelier. Priming from high
pr.riur. connecrions tending ro cause solids to enter and clog the priming s)'slem. rvill not be acceptable. The priming bowl
shal be rr3nsparenr to enable rhe operaror !o monitor the priming level. The priming borvl shall be designed for a rvorking
pressure of l-;0 PSI and a -l:l satery factor. The electrode shall be made of i00 series stainless steel.
The pump shall be arranged so rhat rhe rorating element can easily be remored tiom the volute withoul disconnectins the
elecriical *iring or disasiembling the moror. impeller. backhead or seal. so that any foreign object may be removed from
the pump or suction line.
The pump shaft shatl be sealed againsr leakage by' a sinele mechanical seal constructed so as to be automaticall} drained
and primed each rime rhe pump is drained and primed. Water rvhich lubricates the mechanical seal shall be automaticall}'
drainetl [rr.m around rhe seal it- the pump loses prime. in order to allor',' both the pump and the seal to be drained. thereby
preventing iteezing and breakaee oIthe seal during po\\er outaoes in su'o-ireezin!: iemperatures.
The seal shall be of carbon and ceramic materials with the mating surfaces lapped to a tlatness tolerance of one light band'
The rotating ceramic shatl be held in maring position with the srarionary carbon by' a stainless steel spring. The seal housing
shall be bronze. to dissipate heat and Prevent rusting.
MOTORS
The pump moiors shall be vertical. solicl shaft. NElvlA P-base. squinel-cage induction rype. suitable for --3phase, clcle. Z3O volt electric current. They shall hav'e Class F insulation. Insulation temperature
shall. ho*evir. be limited ro Class B. The morors shall have normal starting torque and low-starting current. as specified by
NEMA Design B characteristics. They- shall be open drip-proof design with forced air circulation by integral fan. Openings
for ventilation shall be uniformly spaced around the motor frame. Leads shall be terminated in a cast connection box and
shall be clearly identified.
The motors shall have l. t5 service factor. The service factor shall be reserved for the owners protection. The motors shall
nor be overloaded beyond their nameplate rating, at the design conditions, nor at any head in the operating range as
specified under Operating Conditions.
The moror-pump shaft shall be centered, in relation to the motor base, rvithin .005". The shaft runout shall not exceed
.00i".
n pumps , at all points from immediately below the
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The motor shaft shall equal of exceed the diameter spe
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ENGINEERING DATA Recessed Wet Well
Mounted 2-Pump Station
4'or 6" Pumps
Specification
December,1999
Page 3
cified under
I Loveless. lnc.@ Lenexa. Kansas 56215-1284
top bearing to the top of the impeller hub.
A bearing cap shall be pro.,,ided to holtl rhe botrom motor bearing in a fixed position. Bearing housings shall be provided
ivith t'inins,s for Iubrication as uell as pureing ol,l lubricant.
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The motor
motor.
be fined with heav_v lifting e;-es or lugs. :ach capable oi supporting the entire weiqht ol the pump and
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CONTROLS
The control equipment sha.ll be mounted in a NEMA Type I steel enclosure with a removable access cover. The circuit
breakers. srarrer reset buttons, and control switches shatl be operable without removing the access cover' for deadfront
operation.
A grounding rype convenience ourler shall be provided on the side of the cabinet for operation of 120 volt AC devices.
Thermal magnetic air circuit breakers shall be provided for branch disconnect service and short circuit protection of all
moror conrrol and auxiliary circuirs. Magnetic across-the-line starters with under-voltage release and overload coils for
each phase shall be provided tbr each pump motor to gire positive protection. Each single phase auxiliary motor shall be
equipped *.ith an over-currenr prorection device in addition to the branch circuit breaker. or shall be impedance protecteC.
All switches shall be labeled and a coded wiring diagram shall be provided.
To conrrol rhe operarion of the pumps rvith variations of tiquid level in the uet w'ell, a minimum of three (3) displacement
srritches shall be provided. A l0'cord shall be provided rvith each s*'irch. The cord shall have a corrosion resistant vinyl
jacket and be multi-stranded in order to prevent fatigue. Cord grips shatl be provided to allorv adjusrment of the level
senings u ithout entering a confined space.
An automaiic alrernator *irh manual s*irch shail be provided to change the sequence oioperation of the pumps everl eight
hours. Alternating the pumps at less than 8-hour intervals will not be acceptable.
provisions shall also be made for the pumps ro operare in parallet should the lerel in the r*'et well continue to rise above ihe
staning level for the low ievel pump.
t I H|GH WET WELL LEVEL ALARM (OPT|ONAL |TEM - CHECK lF REQUIRED)
in adjustable displacement swirch shall be provided to sense a high water level condition. The sw'itch shall hang into the
wet well and shall activate a contact to indicate the hish water condition.
VACUUM PRIMING SYSTEM
A,,acuum priming sysrem shall be furnished to prime the main pumps. The system shall be as shown on the vacuum
priming schematic and shall include rwo vacuum pumps. providing 100 percent standby. Vacuum pumps shall have
corrosion-resistant internal components. The vacuum priming system shall be complete with vacuum control solenoid
valves, prime level sensing probes, float-operated check valves to protect the vacuum Pumps, and all necessary shut-off
valves as shown on the piping sctrematic. The float-operated check valves shall have a transp;rent body for visual
The priming system shall auromatically provide positive lubrication of the mechanical seal each time a main pumP ts
primed. To prevent excessive stoppage due to gr.us. accumulation, no passageway in the priming s!'stem through which
the pumped liquid must pass shall be smaller than the equivalent of a 2- li2" opening.
ENGINEERING DATA Recessed Wet Well
Mounted 2-Pump Station
4'or 6' PumPs
Specification
December, 1999
Page 4
@ Smrth & Loveless, 1998
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LIGHTING
A nvin .10-watr fluorescent lighr fixture shall be provided to give adequate illumination for all areas within the equipment
chamber. A manual srvitch located in rhe equipmenr chamber shali be provided to turn the lights and ventilating blower on
rvhen the cover is closed.
VENTILATING BLOWER
A r.enrilating blower shallbe provided. capable of deliverins (i00 cfm) 30 air changes per hour. in the equipment chamber'
The blorver ttutt b" rigidly,mounted ro rhe chamber shell and shall discharge to atmosphere as shown on the plans. It shall
be controlled b;- a percentage timer to provide essentially' continuous ventilation.
SUMP PUMP
A submersible sump pump with close-coupled motor shall be instatled in the sump. It shall be rated 1000 GPH at design
head. A mechanical seal on the shaft shall exclude water from the motor housing. The sump pump shall be controlled
auromaticail) by a tloat suirch. Ir shall discharge into the enrr)'\ra) to the wet r,l'ell through a steel pipe as 5[err'n on the
plans.
MAIN PIPING
The pump suction shall be drilted and rapped tbr a l3-i pound American Standard flange for readv connection of the
sucrion riser. The discharge line from each pump shatt be t-rned with a clapper-rype check valve and a 3-way eccentric plug
vah.e. Size. location. and quantiry of check valves and ptug valves shall be as shown on the plans. All passage',va)s through
the pumps and piping shall be capable oipassing a 3" sphere.
The check valve shall be of the spring-loarled rype with extemal lever arm and an easill' replaced resilient seat for added
assurance againsr vacuum leaks. Check valves shall have stainless steel shaft w'ith replaceable bronze shaft bushings and
shall be sealed *ith o-rings or an adjustable Teflon seal. Ball t1'pe check valves "r'ithout an erlernal lever arm are not
acceptable. An operating *rench shall be provided tor the plug valve.
pump suction lines protruding rhrough the floor plate shall be welded tight to effect sealinq ber\4'een the equipment
chamber and the wet well.
The pump starion manufacturer shall extend the piping connections below the floor plate at the factory, so that field
connecrions can be made without disturbing the gas-tight seals. The discharge pipe shall exit the station through the floor
plate, as shown on the drawings. and shall be welded to the chamber shell.
MINIMUM REQUIREMENTS
The anached pump specification and checklist must be met in total. There are many reasons for incorporating a good pump
specification. For example. the stainless steel shaft with tapered impeller anachment is provided to minimize corrosion.
extend seal Iife, and provide ease of impeller removal and seal replacement w'ithout the use of a wheel puller. All items
specified are for long life, durabiliry and maintainabiliry of the pumping equipment. Deviations from the pump
specifications will not be allowed.
A checklist is also provided to insure that the proper pumping system is provided to the owner.
FACTORY TESTS
All components of the pump starion shall be given an operational test at the pump station manufacrurer's faciliry to check
for excessive vibration, for ieaks in the piping or seals and correct operation of the automatic control and vacuum priming
systems and all auxiliary equipment. Installed pumps shall uke suction from a deep wet well, simulating acrual service
conditions. Testing of uninstalled pumps shall not be an acceptable alternate.
ENGINEERING DATA Recessed Wet Well
Mounted 2-Pump Station
4" or 6' PumPs
Specification
December, 1999
Page 5
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The control panel shall undergo borh a dry logic rest and a full operational test with all systems operating. Factory test
instrumenration shall include florv measuring rvith indicatcr: compound suction gatige: bourdon rube r.vpe discharge
pressure gauge: electrical meters ro measure amperes. volts. kiiurvatts and power t'actor: speed indicator and a vibrometer
capable of measuring both amplirude and frequency'.
SPARE PARTS
A complete replacement pump shaft seal assembly shall be furnished rvith each pump station. The spare seal shall be
packed in a suitable conrainer and shall include complete installation instructions. A spare volute gasket and seal gasket
shall be provided.
INSTALLATION AND OPERATING INSTRUCTIONS
Installation of the pump chamber shall be done in accordance rvith the wrinen insrnrctions provided b;- the manufacrurer.
Operarion and mainrenance manuals shall be iurnished. uhich cover service procedures ior all of the pumping station.
START.UP
The manuthcrurer shall provide the sen'ices of a factory-trained representative for a maximum period of one day'on-site to
perform initial start-up of the pump station and to instruct the owner's operating personnel in the operation and
maintenance of the equipment.
WARRANTY
The manutacrurer of,rhe sration shall w'arranry'for one year from date of stan-up. not to exceed eighteen months from date
of shipmenl. that the srrucnlre and all equipment he provides rvill be fiee from defects in material and workmanship.
\\'rrranries and guarantees ol the supoliers of various components in lieu oI a single source responsibiliry by the
\lanufacrurer w,ill not be accepted. The Nlanutacturer shall assume primar.r responsibiliry for the $'arrant)' of the station
and all componenis.
In rhe event a component fails to perform as specified or is proven defective in service during the warranry period. the
lv,tanufacture shall repair or replace, at his discretion, such defective part. He shall funher provide. without cost, such labor
as may be required to replace, repair or modify major components such as the steel structure, main pumps. main pump
,noto., and main piping manifold. After start-up service has been performed, the labor to replace accessory items' such as
the blower. priming pumps, altematcr, e:c.. shall be the responsibiliry of olh.rs
The repair or replacement of those items normally consumed in service, such as seals. grease. light bulbs, etc.. shall be
considered as pan of routine maintenance and upkeep.
lt is not inrended that the Manufacturer assume responsibiliry for contingent liabilities or consequential damages of any
narure resulring from defects in desien. material, workmanship or delays in detivery, replacement or otherwise.
MANUFACTURER'S INSURANCE
All equipmenr manufacrurers. either direct or subcontractors to the general or mechanical contractors, SHALL FIAVE in
effect at TIME OF BID, CONTRACT AWARD. CONTRACT PEMORMANCE, and WARRANTY TERM' PRODUCT
AND COMPREHENSIVE LIABILITY INSURANCE, TNCLUDING SUDDEN AND ACCIDENTAL POLLUTION
COVERAGE in the amount of FIVE MILLION DOLLARS. 55,000,000 through an insurance company with a minimum
rating of 4* (SUPERIOR) XV according ro the BESTS INSURANCE REPORTS. All policies must be wrinen on an
ENGINEERING DATA Recessed Wet Well
Mounted 2-Pump Station
4' or 6" PumPs
Specification
December, 1999
Page 6
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Warranty Certificate
slvllTH & LoVELESS, NC., Lenexa, Kansas, manufacrurer of the Factory Built Pump Starion warrants all
components except single-phase motors to be free from defects in materials and worknanship for a period of
up ro one year comtnencing at the time the pump station is placed in operation by SMITH &
LOVELESS-authonzed p"nonn.t, but in no "r.nt is the pump station warranted for longer than l8 months
from the date of shipment unless extended warranry is purchased from the manufacturer. This warranry is
connngent upon stari-up of the equipment by Sitmf & LOVELESS-authorized personnel' and T!{E
\\ ARR\NTY WILL BE VOIDED IF START.IJP IS PERFOLIITED BY ANYONE ELSE.
SI{lTH & LO!ELESS wrll be rhe single source of responsrbiirry to Ihe er',1er ibr the *ar-i-anry oithe pump
sranon and all components provided by SlvllTH & LOVELESS except srngle-phase motorS'
During the warranry period, rf any par': other than single-phase motors is defective or fails to perform as
specif,ied *.hen operaring at design conditions and if the fump station has been environmentally and physically
protected prior to $.n-up and hls been installed and is being operated and mainained in accordance with the
wrinen instructrons pror:id.d by SN1ITH & LOVELESS, SNIITH & LOVELESS will repair or exchange at
our discretion such deiectrre par: free of charge. Detectrv'e pans must be rerumed by the or^:rer postage paid
ro S\llTH & LO\'ELESS r: sc;equested.
\\hen cor.ered by.rhe abo.,e'*.arrann,. SivtlTH & LOVELESS r,"ril pr".ride. r'"ithout cost lc the owner' such
labor rs mry.be requrr:d rla .eoi3ci. repair or modi:'.. thc tolio\r'rng.'eut nc'cthtr, major ccr..conents: the steel
j!rucrure. pnncrpal pumps. suc'rlcn and discharg. jrp'ng and 'alre rsser';r'oly' Except tcr iabor provided by'
sNllTH & LO\ELESS under the precedrng s,.n,.n... rhe cosr of iabor and eny other expenses resulting ttom
replacemenr o[detecrrve pans and trom instatlrrrcn ol parts turaished under this'*arranY shall be borne by
the cwner.
s\ltTH & LO\ELESj r,,1ii noi rssum. resoonsibrirry' :'r-r thc cosl oi ipr reparrs or alteraticns mace to :he
Dunl.p sif,rlLrn st.icrure or lis icr:lponcnts unless S\llTH & LOt''ELESS hls sr".r. iFeclt-lc "r'inen authonw
lhere:; r.
Thc .eplacemenr Lrr repalr "riSa1tS norrnall-v consume,l rn scn'r;c. such rs pu;'np seals' lrght bulbs' otl' grease'
packrng, \'-belts..t.. ,s.onsr.jcred pan olrourine mirntenance end upkecp and such pans are not eligrble lbr
riperr Lrr erchange tiee of chrrge under this warann'
SlvltTH & LOVELESS makes no other waranty expressed or implied and SPECTFICALLY DISCLAINIS
ANy II,,tpLlED WARR{NTy AS To THE l,tincHeNrABILITY oF THE FACTORY BLTILT PIJMP
STATION OR AS TO ITS FITNESS FOR ANY'PARTICL''I-AR PLR'DOSE. SI'IITH & LO\ELESS iS NOt
responsible for consequenrial or incidenul damages of any narure resulting from such things as, but not
limited to, defects tn design, material, workmanship. or delays in delivery. replacements, or repairs'
The waiver or abridgment of any single provision or group of provisions, either by ruling or agreement' shall
not be construed to alter or void any other provisions of this warranry.
P.C.05,06,07,08,09, 10, I I, 12, ll, l{. 16, 2>,26'21
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DESIGN FACTORS: NOTES ON FORCE
MAIN DESIGN
Under certain unusual conditions, the '*et w'ell mounted
pump station force main requires special provisions to
prevent loss of prime ol the s!.3tion.
The station has trvs rubber-seated check valves in the
discharge piping. Thcse valves must be seated airtight
r,r'hen the vacuulTl PunP comes on or else the vacuum
pump uill suck air tluough the check valves and the
station *ill not prime. For most insta.llations this is not a
problenr; if rve have a force main. such as shown in Fig.
l. rvhere ,5e torce main is o[ considerable length,
(aeeroximateli l5t) tett. there is a sutic head on the
check ','alres. and a la:3e volume of se'*age in the force
meln. Si:rce the torce main nrns uphrll. the sewage
cannot lltrr! out o[ the iorce main. a.".d'.here is a static
head r-rn the check r alves Io keep them seated.. Ii there is
sornc sew3ge leaking back through the check valve, the
Iengrh oi tire tbrce main creales enoueh capaciry that it
',i<:s a considerable length oi time ibr the sew'age to
crein back through lhc check,.alre an,j create a loss of
sd.::',e ,-onrliiion. Sincs lhe ibrce main is long. w'e al.so
ha'.e lhe a.;\'3n'Jge :hal thc se'.\3Se 11,1u:nB back through
1-Le:i".e;*',rlri litt..'.ic !\ct .itii ..rrli :::-lll ,-lrc. rret weil
axJ bnn,{:Le cui'r'iE\.r1i 191'r13 iiie iorcc:1.:in is emptr
Thrretbre. ,.,'hen *'e har: a lonc, torce main running
uphitl a-s sho*n in Fig i. rre do not have a pnming
problem bccause of air being sucked through the check
valves.
station, as shown in Fig. 2. r,r'e can have a priming
problem.
If the tbrce main is less than approximately I50 feet
long, there is not much resera'e capacir.v in the force
main. I[one of the discharge check valves is allor""ing the
sewage in the tbrce main to seep back into the s'et well,
it is possible that the tbrce main will empry back into the
wet well before the level in the q'et well rises to bring a
pump on. Since the check valves do not seal against air,
the pump loses its prime, and when thc vacuum Pump
comes on to prime either pump. it sucks air through the
check valve and cannot prime the oump
To prevent this problem. !.,'e recor.r.mend insaJling a
third check ,,al,'e tn thc common drscharge trom the
sle'.ron. This check '. ai" t shoul.l re installed Ln the
honzontai run oi prSe rnsije tic '.ret rvell. The check
ralre is shippc-i lt\:ic..rnij is instaiieC in the t'crc: main
bv the installing contraclor The reeson ior the third
check val''e is thatlnis gir:s a double cnecking 3ction on
both pumps.
th.rr ctrrh check r 311g5 r,'ili be hung up
!ri'tia..j,'; pacc: rl:he sanle lirne. thus
We cen aiso hare 3 3ntring prtrblcm ii *3 have a long
torce rnain nrnning Jour-hill rrom the station as sht:wn in
Fig. i. tn this I)?d ot installation. alier the pump shus
off, the tbrce main empties out by graviry' allowing air to
get on the force main side of the check valve. Here
again, the pump loses prime, and when the vacuum pump
comes on and rries to prime the pump' it sucks air
through the check I'alve. To prevent this from
happe ning, \.'y.e recomrrtend that the force ma.in be
installed r,,ith the lasr 50 fleet of pipe runaing uphill, as
shown in Fig. 3. {hg in\,en of rhe outfall should be at
least two pipe diameters airove the lor"'point in the force
main. Ttus creates a water rap, and when the pump
shuts off, air cannot get into the force main' allowing the
contents to empry out by gavity. tf it is not possible to
run the last 50 feet of force main uphill. as shown in Fig'
3, then an elbow can be installed on the end of the force
mdn to creatc the same \r'ater trap effect.
The insullation shown in Fig. 4, a shon force main (less
ttnn l0O feet) mnning downhill from rhc station also
creates a possible priming problem. Herc we have thc
possibilit;- of both the force main emptying out by
3 i5l
ll/hen we trave a shorr tbrce main running uphill from the
O SMITH & LOVELESS. lNC . 1es8 E C
E N G I N E E RI N G DATA ffii,J#tr.::,T"
14040 w. santa Fe Trail Dr. stations-
- -
Lenexa, Kansas 66215-1284 June' 1998
Page't
Smlth &
Loveless, lnc.@
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Your Smith & Loveless, Inc. 2-Pump Wet Well
lvlounted Pump Station is a complere, factory-built
unit. Every mechanical and electricai equipment item
has been tested by acrual operation on our test floor in
Lenexa, Kansas. USA. Your pump sration has demon-
strated proper ocerrtion and is read,v tor use.
ELECTRICAL POWER
r WARNING: Disconnect and lockout
A power before performing any electri-
al cal work. Faiture to do so could cause
shock, serious bodily injury or death.
Lack of electncai ser''ices can cre3t. ione delays in
coi'i:ple:ine an inst:lla:ion. Thereiore. notiiy' rhe elec-
:rical :'.ntractL'rr lnc or the iclcai po\\'cr company, vvell
tn ai,r rnce of ihe :crual n;ed ibr ele:tl-ical ser, ice.
ELECTRICAL SERVICE REQUIREMENTS
The oasrc 2-Pump \\'et \\'eii \lounretj Pump Starron
*'ith s:andard cor:,ponents:equires a 3-phase. 60 cy'cie
po.,\'er supply'clus: ll0-',olt. sinqle chase, 60 cycle
control circuit suopi.u". A xeatherproot' tused discon-
necl s"'''rlch m3-\ be prLr!'idcd it-rr il-,i sietlon Do\\'3i
ia:-, iJi :nJ a se:;13:L' \\ ef thc-r..rr-rr r,l-i j.i .lisconnec:
s'.\'rii:: :fl the s:L:*.i !h:se s::-' lai. .\-apt '..,he:: -1 -
chise. -.1-'.r ir:. ll'; i olt Di'i3se io !iuuoc, scn rca or .l
singie phase transionner rs pror rCeri.
\!'here a singie phase transloffner or one phase leg of
a 3-phase,4-wire.service rs used for the aur.iIary 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.
lv{ake absolutely cenain rhar the vokage tiom that
phase to ground is inthe rangeof I l0-r'olrsto I35-volts
belore the acnral circuit breakers are energized. The
neutral of the 120 volt single phase supply musr be
solidly grounded externally of the station. A conduir or
direct burial cable installed in accordance with the
National Electrical Code and/or [oca[ 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 fused disconnect
sw'itch to the solderless connectors in the controI panel.
I nstallation I nstructions
Page 3.1
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 rvires should be connected
to the three terminals marked LI, L2 and Li. If a
transtbrmer is not provided in the station. the 120 volt
single phase connection should be made to the properly
marked terminals.
SYSTEM GROUND
The system must be grounded at the sen'ice entrance
sr','itch in accordance with the Nationai Electrical Code
andor any local codes and a suitable ground conductor
:aried to the ground conneci in the pun'lp station
ccrotrol panel.
T;rc Ibllorvrn*s table is provided ior y'our :onvenience
rn seiecting ihe proper srvitch. ruse and u'rre sizes for
ihe electrical sen'ice to the slatlon. Selections should
be veri t-red b.'- a local reeuiatory authonry before
rrstallat:on of :he s:ation
ELECTRICAL SERVICE DATA
\tr.rn Pur-:rr
\[.r11_.; j1;-3
Rr:e..i llP Torei Srrrroa Fuil Loao .r.\{PS
Each
i
I-li2
2
)
j
7 -t'2
t0
l5
20
25
30
40
50
Assuming
208 Volt 2j.O_yel!t7.6 r 5.i
21.8 r 8.9
25.9 22.5
3i.l 28 8
47 .7 4l .4
65.3 56.7
80 8 10.2
I r 7.0 r0l .7
r48. r 128.7
190.4 160.2
215 3 ::r'
3 KV.4 Load For Controls
r60 \'oit
7.6
9.5
I 1.3
t15
10.7
l3.4
i5 i
50.9
6.1.4
80 I
93.6
r20 6
150.0
NOTE: Refer ro applicable sration dra*'ingfor size of
electrical conduit connection.
2.2qO'Nat waa Mdd.O F5o Slalff V 2 gnrh 3 Loral6s. lrc
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PRIMING LOCK LOOP
.\nother solution that is sui'"able hr anr of the problem
force niaiirs descnbcd previouslv is a priming lock loop.
The our-oose here is tc't'orm 3 retuin looo in the force
main. ci'-frer insiCc or just ouside the wet w'ell. The
bonom oi t-he loop must be irelo*' the low level *Off'
.le!atiLan rsee Fig. 7). This slgv'ens the entire contenB of
$e torce:nrin fror: re:'.rninq !'.r g'ariq io the \ret'*'ell
ii the :r.eck rli.e ioes nol se3t. There ui.ll still be
rou:uiri^. :i.:uid ir li'.c pile io idme '.Lc purrp. On force
r:^.eins lh:l r.rn )^,!'r.:oni': a- icirr.hiil icnr the slation.
ihe ir:::j,\ lec: o: ihe iorce iiirin shouid r.rn u-.il11 to
ciBift' 3 ',iai3r ii3p eITect tn the tbrce nrain.
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ENGINEERING DATA ffi3ffi:i#"
tlt()40 w. Santa Fe Trall Dr. 9t"6ory---
Len6xe, Kansac 6621$'1284 June' 1998
Page 3
Smlth &
Loveless, lnc.@
rq. a
ranr2 rtanolr
,L! -i
'-==:="=='tx€al oalc
,LUtHruO ciltll
O SMITH & LOVELESS. lNC.. 1998 iB e 3 r5lt:
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t INSTALLATION
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Your Smith & Loveless. Inc. 2-Pump \\'et \!'ell
N[ounted Pump Station is a compiete, t-actory-built
unit. Every mechanical and electncal equipment item
has been tested by acrual operation on our test floor in
Lenexa, Kansas. USA. Your purnp slation has demon-
strated proper Dceratlon rnd is read'"' [or use.
ELECTRICAL POWER
WARNING: Disconnect and lockout
power before perlorming any electri-
cal work. Failure to do so could cause
shock, sericus bcdily injury o:'death.
Lack oI electncel sei-,'rces c3n .r.ate iong delay's ia
con:lieiing an instellrtion. Thereiore. notrlv the elec-
:n;rl :,.ntirci.\r l1a.:i:h: l..cal ir)'.\'ci ccmD:ilry'. ,.', iil
iil a;i rn;e oi'i;c .].:uil r,::rl iLr cicciri;ai scn rc:
ELECTRICAL SERVICE REOUIREMENTS
The casic 2-Pump \\ et \\'eil .\[ounied Pump Statror
rvith sranCard coaroonents reo.utres a i-phase. 60 cy"cle
oo\,,er supply'olus a llLl-rolt. srngle ohase.60 cycie
cLrntiol .-ircuit supoi.r' \ ,.\ i3tnerp:o,l a tlJSrd Cisce.n-
a::: s,." itch n:', ':e lir\'. idei. iL,r; thc Si:tt:ort Dc\! i:
si:.:i3 :rd a se:;.::ii .r' 3.'r:h.'r.,.', ri'l',-i-<C,-j .irsc".nr.iJ:
5'.i r::i. :Jr ih3 sl:r_:,: :i'..rs,: sa:-, :ai. a \iali '.r ner: -i -
oit:se. J-'.r ire. il,,r '.,-ril irh:sc lo =ll'.-,Ll;rri. s jr\ ici or .l
stng:e phase trrnst,-.r:iter is prt '' ide,.:
\\'here a single phase transtbrmer or one phase leg of
a 3-phase,4-wire.senice is used ior the au.riliary single
phase potential, the fuse and wire size of that phase leg
must be checked and increased tc compensare for the
auxiliary load, if necessary.
ivlake absolutely cenain that the voitage trom thar
phase to ground is inthe ranqeol I l0-volrs ro Ii5-volts
before the acrual circuil breakers are energized. The
neutral of the 120 volt single phase supply must be
solidly grounded externally of the station. A conduit or
direct buriai cable installed in accordance with the
National Electrical Code and,'or local codes must be
supplied from the disconnect switch, or switches, to the
connection on the station. Wire o[ adequate size and
insulation must be supplied from the fused disconnect
switch to the solderless connectors in the control panel.
lnstallation lnstructions
Page3.1
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 -180 r'olt power rvires should be connected
io the three termrnrls marked Ll, L2 and Ll. If a
lrahstormer is not proviCed in the staiion. the I20 volt
single phase ;onnection should be made to the properiy
mlrked terminals.
SYSTEM GROUND
The s;,'stern must b€ grounded at the sertice entrance
srvitch in accordance *'ith the National ElectricalCode
end or an-v local codes and a suitable ground conductor
;arrred to ri..e ground connect in the Dump siation
- rnlr,rl ra->:r t" - '
-:' 'sils* i:.r ::ble :s prcr iied ior )our :cn, enienc:
L:l selecling :ni DrLlDer switch. ruse and .'r tre stzes lbr
rhe electrical sen'ice to rhe starion. Selections shouid
5e veri lied by' a local reguiaton- aurhonry before
installatron ',.i the s:3tion.
ELECTRICAL
\{rin P:"rr:-,:
\. ltri,,rl S:fi
il.:re; I i P
SERVICE DATA
T,.:r: Strilon FLiil Lcrc.r.\[PSI
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t
t-t/2
2
5
1_t')
l0
t5
20
25
30
40
50
Assuming
108 \'olt
I /.O
21.8
2s.9
JJ.I
47.7
6 5.3
80.8
It7.0
148.I
190.4
21 5.i
l-10 Volt
r 5.1
t 8.9
22.5
288
+i.4
56.7
i0.2
I0 r.7
128.7
r 60.2
::,
,
160 \'olt
;.o
95
I 1.3
tr -_I +.-'
20.7
23..1ji r
5u.9
6.1.4
80. r
935
r 20.6
150.0
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: Xtr.l Load Fo, Controt,
NOTE: R efer to applicable station dra*'ing for size of
e lec tri cal co ndui t c o nnectio n.
t
?-2,160 tlct waL tJounlad P'-o lals 't 2 9n(h t LoYelcat l'c
I
I INSTALLATION
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See the nameplate diagram for proper connection
to 208, 230 or -t60 volts. To reverse the direction of
rotation of a 3-phase motor, interchange any two of
the pow'er leads. For operation of 230 volt motors
on 208 volt nefworks (when designated permissible
on nameplate). use the amperaee at 2i0 volts for
selecting or-erlc.ad protective de', is35.
A) (Optional) Wet Well Level Controls
Displacement Switch
Please refer to the Engineering Order to deter-
mine if your pump station has a Disolacement
Switch.
T:re iri: s:etion ts cro"'ideC * irh drscircement s,.vitches.
T::s: l:.::laii I::' lumping -',,cle Irstr]i ih: lou'-lerel
::sli:::;:.eni s'.i lt:h so ihai rt hangs a nl:imunr oi ll"
3fL1\i:ie lotiJ[i of the sucti.rr::ire. T'ne "LL On."
"HL On" snC "SL On" discla;3nr.:rr srr rrches slrlil
:nen be a,ijus:ei so thev are the J,:si3;-lce abore the
bonom oi the suction pipes oer rhe reouiremnts. To
eCjusi the elevation oi the s*'irches. loosen the cord
:xp iruts rnsrCe :he station and ralse --i ior',er to the
I ivrri i ::'. ::. .\.iJii ie-rnrl d.is o lrc 3n^..r.1 ',,. : l:c hes rna', bc
f r-r','l.i.e'l :,Jr i13 :i:i-rn tunc:i.rls \i_,usi ine ler els :s
::i'-ri:::. :-. a ri3:r ::: Jcslrej -.i:.. :': -rt:,rllif r.
(Optional) Wet Well Air Bubbler Controls
?!ease reier tc ine Engrneertng Order to deter-
ntne if i'aur oump station has an Atr Eubbier
Control.
The lift station is provided with an air bubbler control
system with pressure srvitches set ro sran and stop the
pumps Per the requirements.
Install a Ii2" pipe in the coupling prorruding through
the station base. This pipe should be cut 6" above the
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 Smith & Loveless Inc. Wer Well
t"lounted Pump Station is finish coated at the factory
prior to shipment. However, it is necessary to paint
overall nicks and scratches and any field welds orother
z.Pun, Wal wrd Uounl.O P,rmg $rtqt .V 2
lnstallation lnstructions
Page3.3
exposed areas before completing the installation. A
container of Versapox8 epoxy paint is provided with
the station for this purpose.
CAUTION: VersapoP epoxy paint can
cause extreme irritation to areas
touched with skin. Read the Material
Safety Data Sheet and the instructions
for rts Drooer application prior to using.
lnstructions are printed on the con-
tainer label.
WET WELL VENTILATION
DANGER: Do not enter wet well. Be-
fore entedng, test for explosive atmo-
sphere. Test for cr/gen deficiency:
suopl,l f resn air to work a!'ea. Failure iC
do so cculd serious bodily injury or
death.
REMOVE DEBRIS FROM WET WELL
CAUTION: Pumps damaged by the ingestion
of debris and trash are not covered by
rvarranly.
.\ri lr:sh :ri J:'cr:s r'.,i-il lt' idllr-1\ ic i';-.rit :r.e u:-
ilrr-f,f i i-ilrnhol-:s rci,-;: :.r:lng in3 Si3iiuri.l i:l Sen rc3
Thrs rnclutles ili c..ns::.rction n oe ren'.n3nis such as
sun'e)'or slrkes. re-bar. bncks, rags. construc!lon ma-
ielal*'rappriiES,.ic , as *eilas nor-ra!dornestic trash
Item3.
DANGER: Do not enter wet well. Be-
fore entering, test for explosive atmo-
sphere. Test for oxygen deficiency;
supply fresh air to work area or death.
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SMITH & LOVTLESS ENGINITRING STANDARDS & SPECIFICATIONS SYMBOL
41420TITLE MOTOR STARTER C_H FREEDOM SERIES I.E.C
SHETT 1 OF 1
DATA PROCESSINC DESCRIPTION STARTER C_H IEC SIZT ROI 1- A
Sc,rrE uNrT oF MEAS.I EA
BY P s[\n' I rtlE aL42o-SUPERSEDES N96-80 3/9t RtvrstD N96-25 11/97
\- uouNIrNG HCLI
\ FoR ,ro-J2
\* c-l I-o: i
f-o==-r lflflHI I I : ^1,1"', il"lI lii ihFrlliilrl,l-i-!r:J-
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| 11420E I At I 6ENffi
| +r+zoH I re r or-ru
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NOIES:I. STARTERS ARE TO HAVE
A. OPEN TYPE
B. MAGNET COIL VO
C. 1 NO SIDE MOU
D. lN0ANolNC
E. LOAO AND LINEF. MOUNTING PI,ATE
2 UL LISTEO
s:is i-(Z ^-r,.*tc:N;Ac's
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I
soAa I - I ro I 15 I zs I zs I
soAB I ..r I rs I 20 I so I lo I
rsoABlKl20l2sl40l40l
Tiit FOLLOWING FEATURES:
LTAGT: 60 HZ., 1 20 VOLT
NTTD AUXILARY CONIACT
) OVERLOAD CONTACTS
TERMINAL LUGS
S. FCR D-E C52tuP5; FCR G-K CJ21MP4
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SMITH & LOVELESS ENGINEERING STANDARDS &. SPECIFICATIONS SYMEOL
4L421TITLE MOTOR STARTERS C_H FREEDOM SERIES NEMA
SHEET 1 OF 1
DATA PROCTSSII'.iC DESCRIPTiO\VCICR SIARIER C_H NEMA PL0Tt.!
scl]Irl UNIT OF MEAS I EA
BY ARI,A 3ENE(t SUPERSEDES tJ:',v, N96-80- -3i97 RtVIStD
l,i*I*tlc*r^i;q",.,: lstltl.* I - lvor-is lvoLrs lvcLis I,llJ,LLl lt______t___-______
loL.:'al.':,';:..:r: I c I -- | : I : I= I
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c"
NOIE:
@ unienrnu ro
REDRAWN PER REV.
SHEET 1 OF 1
t /16" THICK ASBESIOS, NITRILE - RUBBER BINDTR.
atatt/c
ORAWN BY:
BILL NUTT
D^IE:
t2n6 ^LLOW^8LEIOLER^NCES GASKET, SPECIAL
CHECKED BV:
RGD
D^IE
rcn7
FR^CNONS
xt / t6'SIZE 5"x9"x 1/ 1 6"T u/u EA wT.
^PPROVEO
fi:
MEW
OATE:
3n6
0€ouALs ffiE \FAB\87A1rc llifl,.l=2.0!9
C N97 -?2 RCO SERI^L
NO ffi" 87Al 1 lnw cuEwSCAE:
NTS
coo€:
4 ^TGLESLEIECN NO OAIE B/
APIFJ.O gtr N68-257 lO *,,n & Lovcrc3s. '".'rleB6fi
THE OESICN Alr0 O€r^lL Of Il{6 ORAWING rS THE PROPERTY OF SUII}| & LC^/ELESS. lNC.
^NO
lS NOT
TO 8E IJS€O EXCETT IX @II}r€gNOil WTTH OUR IIORK. OESIGN AI{O |M\ENION RIGHTS ARE RES€RTEO.
ouEtrslo|G AR€ rN lxcHES UNLESS OTHERTTS€ NOIEO.@inl[,t ,nc
SMITH & LOVELESS EHGIHEERIHG STAHOAROS & SPECIFICATIONS
HEATEF . YTALL MOUNTEO. 120 VAC. SOO YTATTS
SYx691
4L364
SHEET I OF
TV. HO L €S
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LENGiri - 17 5,€"
oEPrH - 5 5/8"
HElGHr.2 3/8"
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HEATER . fIALL MOUNT. I20 VAC,5OO WATTS UNIT OF ME ASOATA PROCESSING OESCRIPTION
QRott uo
scBE N
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TITLE
H:.iTER
oArA pRocEsstNc oEscRtprroN I Hi;TSR - i{ALL MOU}lTED, I 20 vAC. 5OC 1.'uNrr oF MEA5. I E.r
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IL4 iOE I tsOWL GUARD
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S & L CHECK VALVE WITH SPRING LOAOEO LEVER ARM
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6" VALVES.56D11 r
SEE SHEET 2 FOR 4" VALVE REPLACEMENT PARTS.
SEE SHEET 3 FOR 6'' VALVE REPLACEMENT PARTS.
CENTERLINE OF CLAPPER MUST BE CONCENTRIC TO VALVE :O-ITTNG HITHIN I / L6':
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2L153TITLE
A o L r
4" LH.
6tt6 2-114'3"2.7116"5-718'
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No.Description Smith & Loveless
Part No.
1 Body - Cast lron 55C26/A
2 O-Rinq Neoorene 55A388
Arm - Brass 55A33/A
A Clapper - Brass 55829
Bolt, Shoulder - S.S.611 848
6 Pin - S.S.2L153C-12
7 Shaft, S.S.55B34rC
B Bushinq - Bronze 55A3s
o O-Rino 2L153C-9
10 Arm - Steel Bar 55A37
11 Pin - S.S.2L1 53A-1 1
12 Eye Bolt - Galv 6155N
13 Sprins S.S 11L104M
14 Pipe Pluq 1 L69B
15 Eye bolt - Galv.6155M
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211 20
TITLE
TRANSITION COUPLING SHEET 1 O; 2
DATA PROCESSING DESCRTPTIOT.T I CCUeTtNG TRANSITION lpior r. iI scer-r I UNIT OF MEASI EA
BY ARLA BENEKE SUPTRSEDiS N93_20 i n:vrseo N95:42
-
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Smith & Loveless
Part No.
Nominal
Pipe Size
Application
2L1204 Aq D ToD I
211 2OAA 4 D To STL & PVC
211 208 6 D ToD I
211 2OBB 6 D To STL & PVC
2L120C I D .ToD.l
211 2OCC 8 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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TITLE
TRANSITION COUPLING SHEET 2 OF ?
DATA pRocESSTNG DESCRTPTToT i ccuer.rNc TRANsiTrof.r PLOI t
scx-! I ' I UNIT OF MCASI EA
BY ARLA BENiKi I sueeasrors Ngi-20 R'VIS:D N95-42
R:,LA:iMaN- PAi-S
Smith & Loveless
Part No.
Nominal
Pipe Size
Description
21120A-1 A Couplinq (Less Gasket)
2L120A-2 4 GasketforD I Pi
21120A-3 /1 Gasket for Sil & PVC
2L1208-1 Couplinq (Less Gasket)
2L1208-2 6 GasketforD I Pipe
2L1208-3 Gasket for Stl & PVC
2L120C-1 I Coupling (Less Gasket)
2L120C-2 8 GasketforD I Pipe
2L1ZCC-3 8 Gasket fcr Sti & PVC
21120D-1 ; 10 Couplrnq lLess Gasret)
2L120D-2 10 Gasket for D l. Prpe
21120D-3 10 Gasket for Stl & PVC
2L1208-1 12 Coupling (Less Gasket)
2L120e-2 12 Gasket for D. 1. Pipe
21120E-3 12 Gasket for Stl & PVC
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&LOVELESS EruGNErntttc srnruonnDs a spEcrrtcartorus lsyMBoL ,, 1rqzLl+(l
THREE-wAY PLuG vALVI I
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DATA PROCESSING DESCRIPTION VALVE, PLIJG 6 I +:l r =8 cco lur.rrr or uas.l u
BY ALEX SUPERSEDES NB4-12 Ol/84 | nrVlSrC \9: -45 09/95
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POSITION 4
VA.VE POSITIONS
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NOT'S.
VALVE TO 8E SEMI-SIEEL BODY,
BT}RINGS, AND BUNA PACKING.
VALVE LEVER TO 8F POSITIONED
PosrTloN (PoslrtoN ruo.z)
NEOPRINE PLUC FACING,
AS SHOWN WHIN VALVE
STAINLESS STEEL
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211 48
TITLE 6" THREE _WAY PLUG VALVE
SHETT 2 OF 2
OATA PROCESSING DESCRIPTION VALVE, PLUC 6 PLOT l.R
sclr_E OF MEAS iAUNIT
BY P.SE\^"SUPERSEDES N91 -45 03/84 REVTSED N97- 17 8/97
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1. PART MANUFACTURED BY MILLIKEN. THEIR PART NO. 6" 604 EI
2. VALVE TO BE SEMI-STEEL BODY, BUNA PLUC FACING. STAINLTSS
BFTRINGS, AND BUNA PACKING.
5. ' INOICATES SPECIAL DIMINSIONS FOR ORDERING VALVT.
i iiJiJtRENC-I locc\
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PART NO..2LI48M
STYLE K.
STEEL
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4L202TITLT QUICKLAG C THREE POLE CIRCUIT BRFAKER
1 O,OOO AMPERI I.C. THERMAL_MAGNETIC BRIAKIRS 24O VOLTS AC SHEET 1 OF I
DATA PROCESSINC DTSCRIPTION CKT BKR Q/L SPOLE AMPS !L:t 1=2 667 UNIT OF MEAS.I EA
Bv r. Sivv I t'-=
^",202-SUPERSEDIS NB6-4C 5i86 ,QEvrSiD N96-26 12/97
t-.,1 \ +
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1. MFC. g" Crj;t:R_:.AMMER.
2 UL .iS IID
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)IZJ L9 QCJ040r'i
4t202P 45 QCJO45H
41202H 50 QCJ050r1
4t202J 55 0c1055!i
4L202K 60 ccl050ii
4L202L 70 0c3070H
112020 BO 0c3080H
41202M 9C 0cl090H
4'1202N tc0 QCJi iCH
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IEAT:F., lr/Ftu'l & T.srsr 1m vACDg',e P:oc. Desc:1P'-1c:.
ITLE
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1303 t; /,0*D AI0
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H,EATER 9/FAN - rU,ZR}{oSTAT CO}TTROLIJD (TEPIACD{EiT pARTS)
EET 2 OF
Da-,a Prcc. Desc:lotion Er.T=.. W,/s.aJ.; 12C\r
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s&L
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METER, RUN TIME , II/RiSET UNIT OF I'EAS.OATA ?ROCESSIIIG OETCR IPTI O'I
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U.L. & C.S.A. LISTED
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PANEL DRILLING.. DETAIL
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NOTES:
9999.9 HOURS.
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SMITH & LOVELESS ENGINEERING STANDARDS &. SPSC ICATIONS SYUBOL
4L/to2rITLE
TMNSFORMER_SINGLE PHASE, DRY TYPE 6OHZ, IIIOOON/OUTDOOR SHETT 1 OF 4
onrn pRocEssrruc orscnrprroN I rRnr,rsrolMER I +:l 1:B uNrT oF uens.l En
BY P.SE\^/Sup6q55ggs N89-70 12/89 | neusro N97-20 +/gB
PARI NC KVA MFR,S. NO wPt v0Lrs/Ac WI
LBS.DIMENSIONS
41402A )9T51812 OB 240/480 TO 120/240 40 SHEET 2
414028 2 9T51311 OB 240/4BA TO 120/240 60 SHEET 2
41402C 1/2 9I5 1 88 Q8 240/480 iO 120/240 rb SHEET 1
414020 J 912rBt57 QB 208 r0 120/240 60 SHEET 2
41402 E 5 912lBt004G2 QMS zqo/qao To lzo/24o 102 SHETT 3
4L402F 7 -1/2 9T2iB10C5G2 OMS 240/480 rO 120/240 140 SHEET 3
9,213:CC6C2 OMS 2d0/480 T0 i20/2/.0 tl sFlEi'i 4
4rtC?i,u / r iu I I (J ' L lJ 9J QMS 24C/480 iC 120/240 255 SHIIT 4
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41402TITLE
TRANSFORMER_SINGLE PHASE, DRY TYPE 6OHZ, INDOOR/OUTDOOR SHEET 3 OF 4
DATA PROCESSING OESCRIPIION TRANSFORMER +:t r:8 JNIT oF MEAs I en
BY P.SE\^T SUPERSEDES N89-70 12/89 REvrsED N97-20 4/98
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DIMENSIONS 7 1/2 IO/A
41402F
sfl801-
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SoLENO|D VALVE. 3-WAY, N/C, S.S.
SHEET I OF 2
A PROCESSING DESCflPNON vALvE soLENOto 3-wAY N/C Ht r:1 UNIT OF MEAS.I EAIBY ARI-JA BENEKE SUPtRSEDES N96-13--2/96 REvrsED N96-80- -3/97
GTNIRAL PURPOSI VALVE
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MFG.
PART
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MFG.
I 1406A 1/60/120 voLT SoLENOTD
vAL!€
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1 1406C 1/50/240 v soLENolD VALVE 74414-01J6 SCHRADER
1 1406W VAL\E SLEEVE WRINCH vo- 2lJ SKINNER
r 1406- r REPTJCEMEh|T coll 1/60/ 12o 74000-7 r +s SCHR^DER
v5631 -F24 SKINNER
I 1406-5 REPT ACEMENT COIL 1/50/240 SCHRADER
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F SOLENOID vAL\tr. 3-wAY N /e s q
FICATIONS STMBOL
lL.+06
SHEET ? OF 2
A PROCESSING DESCR]PTION vALvt soLENotD J-WAY N/C PLoI!.,rscltr'.'UNIT OF MEAS.I E^
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NO.
DESCRIPTION
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PART
NO
MFG. BY
I 14063 EXPLOSION PROOF SOLENOID VALVE 713355N2KNJINOH1 I 1P]SKINNTR
1 14068W SLEE!€ VALIE WRENCH u99-9i 1 SKINNTR
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Microtel Series 1000/Real Voice
The Dialer/RTU that Digitally Records Your Own Message with FAXTALK
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PLUS POWER FAILURE-monitoa multiple fauls for
the entire site.
. USES LOW COST DIAL-UP CR CELLULAR
SERVICE--{he most reliable, cost effectire cornmunica-
tion method.
. COMMUNICATES IN VOICE, FAX OR DATA VIA
INTERNAL MOD5M.
Each VO channei has i(s oarn Independent Telephone
Calling List from a ,vtaster Telephone Directory-The use
cf a Fax,Voice').1ocier:,Da'a-Pumo ailc,rus direct tele
tnone or ceil:iai' ccri-,mur-,icalion io fax n'achines,
ans,r'ering mrc:ir,es. :igrai :r '.orce aoio page6, or ic
ac-iouiec. D,i?: ^ie(f,c: :c }]fs (Progizn,mabie Lcgic
C',;-,ii'cile-, .,: ijll- :'. -ll j:.:'5 ;:rc'.' ;ua:iable.
The Microtel series I000 Real Voice DialeruRTU is pro-
grammable either locally rvith a touchtone telephone or
laptop comput€r. or remo(elv from any touchtone
phone or corr,outer. Syslem integriry is proteoed by
three levels oi securiry* A iocar printer Pon for !ogging all
functions is sundard.
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Stainie;; i::.-'; 1 :':.i i- j I : il j\?:t tO prevent mOiS-
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'.' .::'.riI:l l:r options.
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plug-in module for .::c: ;:cjilidual channel to be rnon-
itored. Ail chann':is :an l-:e errher DICITAL inpulVout-
puts Or.t.\,AI*O(. ,:orjS,)uit)ub lvith various rOltage
ifiC cur::n: rJr)l:,-r'r> :.JLi.rlrirl. users can now order a
dialer faciorv conirgur'--J io ,ntenace with virtr.rally all
existing ireicj ,nstrurrc:iJiron No rnore exPersirre irtstu-
rnent repl.rcement or calibration needed.
The kries 1000 offea full funoion Call Progress
Decoding. The system detecu and reacr to dial tone,
paging q-u*o, human answer. busy and accumulate
rings. No more uasted time giving messates to an
unanswered phone.
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l2-18 hours typiol
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FCC Registrarion Number
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l6 numbers, 60 Cigiu each,
per fault
Loop disconnecis, l0 pps nominal, or
tone, 63 Fax, rnodem-selectable
Programmable. I io 99 rings
I minute ro 100 davs
Ione or callback
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Per FCC pan 68
Standard
Standard
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seipornt selec:acie. progrJmmdble
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6 seconds. selectable
.] seconds, selectable
Nonrolatile mernory
Local telephone, Laprop or SIM
module, or remotely fro.n
telephone or PC
Off hook sutus
Vocal status of all fault conditions.
station identirication. and
acknowledge responge
Msuel indic:tors Fault channels
R.un stln,,3
lncomirrg call
Poarer on
Off l'rook
Fower Fail
Options
Tone generator hnel mount
Additional povrer and telephone line surge protection
Rernote Microphone, Various NEI"{A Cabines
Typical Applications:
Rernote pump gtations
Unmanned oil fields
Greenhouses
Refrigerated stonlge arear
Lwel control
Pressure
iempenture
Vacuum
Leak daeoion
pH l"{onitorin6
Fire
Equipment melfunoion
Flow
Residual
weight
Power.unmanneC substations
HVAC
Computer Rooms
Fuel Storage
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SyBe
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Electrical
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Power outaSe detection time
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weight
Telephone System
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lftiH*;*:}"*,T'Ifr
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Programming
lrrr,.,.n Diagnostics
Line monitor
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MILLIMETERS
INCHES
278-:i-
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230
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152
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. DIMENSIONS=
3 Year Parts & Service at Factory Warranty
[]
Contact Aquatrol o. )our nearest authorized reprerentative for a complae set of engineering specifications, and Microtel -Sp<s on Disk'.
t ReRresented by
Prrnird rn U.S.A
-- ..--tt-- ^.b&
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AQtATnoL Pnooucrs
The firt nemc in didt l t.l6n try ud contml tlfl50l lor.rrdrn Ror? . Nar Orlcenr, Loubi.n 7Ol26:. v. cnrnr(.At ((
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MICROTEL, INC.
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\1I\I.\lIZE POWER AND TELEPHO\E
I-R.{\SIENT LINE VOLTACE AND
SURCE PROBLEMS
.i--\.l,Ls lN SECO.,1
i A.ilO\ {L S t -t.'
( ''-. -\Ll: \ '.( )
r,'()Lr,{LITY St*'rit
;'PKESSIO\
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IeleMAX'" SURGE SUPPRESSOR
Made in U.S.A
I ,*.BLEM
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 CLAMPINC LEVEL
. MAXIMUM ENERCY DISSIPATiT
APBLTCATTONS
TeleMAX- is particularly effective in elimin.r'
disturbances which cause loss of data anC r ,
equipment, ie. computers, modems, & tele"
IeleMAX- combines the fastest response trr
TeleMAX
)'..
--.
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Specifications and Characteristics
Elearical Specifications
6cdri€rl
Applkzble lirrc noltage:
Chmping level:
Operating tem perature:
Storate temp€rature:
Operatint humidity
Leakage curent:
QTnamic short-term current:
Dynamic response time:
Capacitt
Mode surge protectbn:
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I20V rrm nominal, (t 70v peak)
2@V Peak
-25 ro +75' C
-50 to *Iffi'C
Less than 9596 non<ondensing
Less than I milliamp
Creater than 65ffi Amps
5 picoseconds
Maximum Rating l5 Amps
Trarsverte & common
Electrical Characteristics
Staget Stage2 Stage3 Unhs
Clampinglevel 200t5% 200!1096 230tl5% Votls
Respon5e time 5 pico I nano 'l nano Secoods
l0Opsec power dissipation 450m 2 million I million V\Ans
Dynamic impedance Im .05 .l Ohnrs
Rated energy dissipation 4.5 2m l0O loules
Noise Filtration
Noisereduction...... . upto TOdB
Frequencies attenuated . l0 kHz to lm MHz
Anenuation . . . . 12 dB/ooaves from 5O KHz
Modenoiseprotection. .....transveBeandcOnrnon
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Teleco m m unication Specifi cations
Modeprotection.... ...4wirefwistedpair
Plugccmpatibility.... Rlll and Rl45
Fuse = l50V 0.5A
Telecommunication Characteristics
Clamping level
Response time
I OOpsec power dissipal ron
Rated energy dissipation
Stagel Sta6e2 Stage3 Unis
2mt5% lSstlOoa I85+l096 Volts
5 pico l0 nano l0 nano Seconds
{5000 5OOOO 60000 Watts.1.5 50 50
5-Year Warranty
Panamax w'arrants that our surge suppressors !!,ili be free
from defects in material and workmanship. Panamax will
repair or replace products, if found to be defective. Ask
Your Representative.
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MICROTEL,
lnnovation By
Design
MTCRoTEL lNC.
6864 W. 153rd Street
Overland Park, tGnsas
!?Tlgl9190_--.0) n sTFn
Represented by
66223
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923 CoqerAve. . Gkruood Spdtgs, CO 81601
(970) 91$8676 phme . (970)91$2555 bx
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