HomeMy WebLinkAbout1.0 ApplicationI
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APPLICATION FOR SITE APPROVAL
FOR CONSTRUCTION OF
A LIFT STATION
IRONBRIDGE P.{.I.D.
GARFIELD COUNTY, COLORADO
LIFT STATION No. 2
PREPARED FOR:
L.B. ROSE RANCH, LLC
4lO IRONBRIDGE DRIVE
GLEI\-WOOD SPRTNGS, CO 8160r
PREPARED BY:
HIGH COT]NTRY ENGINEERING, INC.
1517 BLAKE AVENUE
GLEI\TWOOD SPRINGS, CO 81607
March 17,2006
Scott P. Gregory, E.I.
Project Engineer
Matthew R. Langhorst, P.E.
Project Manager
kl*p DAil I 019 Aift app2.doc
?ow az6 ' z:2-
STATE OF COLORADO
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Bill Owem, Covemor
Jane E. Norton, Executive Director
Dedicated to prohcting and improving the health ad environment of the people of Colorado
4300 Cheny Creek Dr. S. Laboratory and R:diation Services Division
Denver, Colorado 802461 53O 8100 Lowry Blvd.
Phone (303) 692-2000 Denver, Colondo 8023G,5928
TDD Line (303) 691-7700 (303) 692-3090
Located in Glendale, Colorado
htp /hvww, cdphe.state.co.us
April 19,2002
Williarn Hatch I'-''j
L.B. RoseRanchr, LLe :::
VoGate Capitol LLC
650 Delaney St., Suite 213
San Francisco, CA 94107
RE: Site Application #4602
Garfield County
DearMr. Hatch:
C.olorado Deparment
ofltblicHealth
andEnvironment
The Water Quality Control Division has reviewed and evaluated your site application and
supporting documentation for the Rose Ranch Lift stations Nos. I and 2 and attached force mains
in the Southwest %, Southeast 7r, Section 1, Township 7 South, Range 89 West, Garfield County
to serve the Rose Ranch Planned Unit Development to discharge to the Roaring Fork Water and
Sanitation District collection and treatment system.
We find your application to be in confonnance with tbe Water Qualiry Control Commission's
"Regulations for Site Applications for Domestic Wastewater Treatrnent Works". Therefore, the
site application is approved with the following conditions listed below.
I Based upon application information, the system design will be for:
PeakDailyFlowCapacity- LiftstationNo. I - 0.2.1735 MGD
Lift station No. 2 - 0.10800 MGD
Treatment Processes to be used - Lift stations and force mains
Design for values in excess of those contained above or failure to comply with any other
conditions contained herein will render this approval void and another site application will have
to be processed.
2. This site approval will expire one year from the date of this letter ifthe
constmction of the project has not commenced by that date. If expiration occurs,
you must apply for a new site approval. Conskuction is defined as entering into a
conEact for the erection or physical placement of rnaterials, equipment, piping,
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2ooo o7E'o1-
William Hatch
L.B. RoseRanch, LLC
April 19,2002
Page2of 2
earthwork, or building which are to be a part of a domestic wastewater teatnent
worlcs.
3 The design (construction plans and specifications) for the heatnent works is
hereby approved by the Division. Prior to cornmencement of construction and all
construction change orders initiating variances from the approved plans and
specifications must be approved by the Division.
4. The applicant's registered engineer must fumish a statement prior to the
corrmencement of operation stating that the facilities v/ere constructed in
conformance with approved plans, specifications, and change orders.
In accordance with Colorado Water Quality Conkol Cornmission regulations, this approval is
subject to appeal as stated under Sectiou 2.2.5 (7) of "Regulations for Site Applications for
Domestic Wastewater Treatnent Works".
This approval does not relieve the owner from compliance with all county regulations prior to
construction nor from responsibility for proper engineering, conskuction, and operation of the
facility.
Sincerely,
M-fr0'&*-'
J. David Holm
Director
Water Quality Control Division
cc: \-Eric P. TuirL High Country EngineerinB,Inc.
Mark Bean, Garfield County Director of Planning
Tom Bennetl Environmetrtal Protection Specialist, WQCD
Dwain Watson, Environmental Protection Specialist, WQCD-Grand Junction
Kathy Grange, WQCC Bulletin
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IRONBRIDGE P.U.D.
ENGITTEERING REPORT FOR LIFT STATION APPLICATION
LIFT STATION No. 2
Name and Address of Apolicant:
L.B. Rose Ranch, LLC
410 lronbridge Drive
Glenwood Springs, CO 81601
Vicinitv and Location Maps:
See Attachment A
Service Area:
Existing population: 0
Proposed population: 480 +/-
Peak hydraulic: 108,000 GPD
Legal Arrangements Showing Control of site:
The area to be served has received final plat approval as
The Ammended Final Plat of the Ironbridge Planned Unit Development,
Reception No. 654210 and is filed with the records of the Garfield County Clerk &
Recorder.
See Attachment B, which includes the warranty deed.
Wastewater Treatment Entitv Information:
See Attachment C, which includes the'Will Serve Letters' and the Agreement
between the applicant and the treatment entity, 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 Maintenance:
Lift station number 2 for IRONBRIDGE 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 IRONBRIDGE 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 lst, 2006. The estimated date for having the
lift station on-line is February 1,2007 -
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COLORADO DEPARTMENT OF PUBLIC IIEALTH AI\ID EI\TVTRONMENT
Water Quality Control Division
4300 Cherry Creek Drive South
Denver, Colorado 8024G1530
(303) 692-3soo
AI'PLTCATION FOR SITE LOCATION APPROVAL FOR CONSTRUCTION OR
EXPANSION OF LIFT STATION AND/OR INTERCEPTOR SEWERS NOT
ELIGTBLE FOR CERTTFTCATION
(Section 22.7, Regulation 22)
Note: A new or expanding interceptor sewer maybe eligible for certification in lieu of site
application approval. [f so please refer to section 22.6 of RegdationZZ.
Applicant:LB Rose Ranch. LLC Phone: (970)9454300
Address: 410 Ironbridse Drive
City, State, zip: Glenwood Sorings. Colorado 81601
Email Address: Dirk@ironbridgeclub.com
Primary Contact (for project inquiries) Dirk Gosda Phone (970) 9454300
Consulting Engineer: High Country Engineering. Inc. Phone: (970\945-8676
Address: 1517 Blake Ave. Ste 101
City, State, Zip: Glenwood Springs. Colorado 81601
Email Address spregory@hceng.com
A. Summary of information regardins lift station/intercentor sewer:
l. ProposedLocation(Legal Description): SW l/4, SE l/4, Section I
Township: 7 Range: 89 County: Garfield
Lat. 39' 28' 30.89" l-org. 107" 16' 47.99" for Wastewater Lift Station
2- Type and capacity of facility proposed:
Below gade Lift Station Mechanical room and wet well & Force Main sewer line
lnterceptor Sewer:
Roaring Fork Water & Sanitation District Sewage treatment plant
Average Hydraulic: 84.000 gaUday Peak Hydraulic: 108.000 gaUday
Organic: N/A lbs. BODr/day
Present PE: 0 Design PE: 480
o/o Domestic: l00o/o 7o lndustrial: 0olo
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3. Location of Facility:
Attach a map of the area, which includes the following:
l-mile radius: habitable buildings, topography, ana niignuoring land uses.
4. Will a State or Federal grant/loan be sought to finance any portion of this project? NO
5. Present zoning of site area? p.U.D.
Zoning within a l-mile radius of site? Agricultural/Single Family Residential/p.U.D.
6. what entity has the responsibility for operating the proposed facility?
Roaring Fork Water & Sanitation District
7. Who owns the land upon which the facility will be constructed?
Ironbridge P.U.D. Homeowners Association
8. Estimated project cost: $100.000
who is financially responsible for the construction and operation of the facility?
Construction - LB Rose Ranch. LLC
9- Is the ftcility in a 100-year flood plain or other natural hazardarea? No
If so, what precautions are being taken?
Has the flood plain been designated by the Colorado Water Conservation Board, Department of NaturalResources or other agency? FEMA commung - panel Number 0g0205-14658
If so, what is that designation? Zone C
10. Please include any additional factors that might help the water euality control Division make aninformed decision on your application for site approval.
I l- The proposed lift station or interceptor sewer, when fully developed, will generate the followingadditional load:
Peak Hydraulic (MGD): 0.084 p.E. to be served: 4g0
12. Describe emergency system in case of lift station and/or power failure.
Duplex Pumps. Backup Generator. Alarm Lighl Alarm Callout
13. Name and address of wastewater treatment plant providing treafinent:
Roaring Fork Water & Sanitation District
9929Hi$way 82
Carbondale, Colorado 8 1623
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{Il":t-ly:i::er:s oltle,doc@ent c..9lti1e1,utr,9"ty for the applicant ro construct rhe proposed facility at this site.)
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14. The proposed lift station or interceptor sewer, when fully develope4 will increase the loading of the
treatment plant to 14o/o ofhydraulic and lzl 7o of organic capacity and Roaring Fork Water & Sanitation
District agrees to ftat this wastewater? X Yes No
'd2:
- District
- 15. The final owner of this Lift Station who has agreed to accept responsibility for operations and
maintenance for the life of the facility is:
Roaring Fork Water & Sanitation District
B. If the facility will be located on or adjacent to a site that is owned or managed by a federal or state
egency' send the sgency a copy of this apptication for the agency's review and recommendation.
C. Recommendation of governmental authorities:
The applicalion shall be forwarded to the planning agency of the city, town, or county in whose
jurisdiction(s) the lift station and/or interceptor sewer is to be located. The applicant shall obtain,
from the appropriate plaruring agency (agencies), a statement(s) of consistency of the proposal
with the local comprehensive plan(s) as they relate to water qualit5r (subject to the provisions of
22.3(6).
The application shall be forwarded to the water quality planning agency (agencies) for the area in
which the facilities are to be constructed and for the area to be served by those facilities. The
applicant shall obtain, from the appropriate planning agency (agencies), a statement(s) of
consistency of the proposal with any adopted water quality management plan(s).
lf you have any fi.uther comments or questions, please call (303) 692-3500.
Recommend
Date Approval
t.
Recommend
Disaoproval
Signature of
Representative
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Local Planning Agency
208 Management Agency
I certify that I am familiar with the requirements of the ssite f,ocation and Design Approval
Regulations for Domestic Wastewater Treatment lilorks", and have posted the site in accordance
with the regulations. An engineering repor! as described by the regulations, has been prepared and
is enclosed.
Date 5/ll106 Matthew R. Langhorst. P.E.
Typed Name and TitleSignature of Applicant*
*This form must be signed by the applicant This form clnnot be signed by the Consulting Engineer.
ATTACHMENTA
O VICINITYMAP
O EXISTING TOPOGRAPHY
O PROPOSED LIFT STATION
LOCATIONS
O FLOODPLAINMAP
HIGH COUNTRY ENGINEERING, INC.LB ROSE RANCH. LLC I oRAWN^BY: scalE:
GARFIELD COUNTY, COLORADO
t4 INVERNESS ORIVE EAST, STE F.t20, ENGLEWOOO,CO AOt t2
PHONE €O3) 92SO5{4 FAX BO3) 92SO547
I517 BI-AKE AVENUE, STE I OI. GLEN!i/@D SMINGS, CO AI @T
PHONE (970) 94FA676 FAX €70) 9452s55ffi.HCENG.Cff
CHECKEDBY PRoJECTNo:
MRL 20510 t 9.OO
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HIGH COUNTRY ENGINEERING, INC.ROARINK FORK lNV., L.LC. ; DRAWN-BY: scalE:
1 4 IN\/ERNESS DRIVE EAST. STE F.I 20, ENGLEWOOD, CO AOI T2
PHONE (309) 9250544 FAX (303) 92ros47
I 51 7 BT-AKE AVENUE, STE IOI, GLENWOOO SPRINGS, CO AT 6(,I
PHoNE (97o) 9/15€676 FAx (97o) 94S25ss
GARFIELDCOUNry. CO
IRON BRIDGE
PROPOSED LIFT STATION
LOCATIONS
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NOTE
SER\,TCE AREA INCI.UD6
IHE E{TIRE IRot{ BRDGE
8Ot'NOARY.
D0SIING POPullTlON - 0
PROPOSED A\ERAGE POPUI+{T|ON -522 HOTJSES x 5 PEOF[E - 966* *
PRPOSEI) PEAI( FI.OW - 966 r 70 ocd. 25 pcok fioqtor - 109,050 CAl./tAY.
r NCIUDES FOFUI.ANON & PEAI(Flore FRo[l UFT SrAnoN NZ
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HIGH COUNTRY ENGINEERING, INC.
I 4 INYERNESS DR]VE EAST, STE F.I 20, ENGLEI,YOOO, CO AO t I 2PHONE (3()3) 9250s{4 FAX CrO3) 92SOs47
t 5t7 BLAKE AVENUE, STE tO!, GLENIV@DSPRINGS, CO 8t60tpHoNE (970) 94.$A676 FAX (970) 945.25s5
ROARINK FORK INV., L.L.C.
GARFIELD COUNTY. CO
IRON BRIDGE
PROPOSED L]FTSTATION
LOCATIONS
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ATTACHMENTB
WARRANTYDEED
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Date: 07-25-2005
Property Addrt'ss:
rage L oT ll
Our Order Number: GW7A6956
Land Title Guarantee Company
CUSTOMER DISTRIBUTTON
BALCOMB & GREEN
PO DRAWER 79O
8I8 COT,ORADO AVE
GLENWOOD SPRINGS, CO 81602
Attr: TIM THUISON
Phone: 970-9455546
i Fa-r' 97o945-9769
Co$es: I
Sent Via US Pcal Servicc
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lf you have any inquiries or require frrrtfter assistance, please contact one o[ dre nrrrters below:
For Title Assistance:
Glenwood Springs "GW" Unit
1317 GRAND AVE #2OO
GLENWOOD SPRINGS, CO E1601
Phone: 97O-945-26L0
Fax: 970-945-4784
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Land Title Guarantee Company
Date: W-25-2005
Our Order Number: GW2y'i6956
Properfy Address:
Buyer/Borrower:
TBD
Seller/Owner:
LB R6E RANCH LLC, A DELAWARE LMruED LTABILIIY COMPANY
N*{-" m}p or directio-ns for your upcoming closing? Check out l-and Title's web site at www.ltgc.comfor directioru to any of our 54 office locatioix.
ESTTMATE OE TTTLE F'EES
TBD Corrunitment $789.00
rt lAod TicIe Guaranc€e c@Pey ,i'll be c]osing this transaction, above fes rjII b call-ected at tDat ti!€-
TOTAL g789.OO
Fom com^ct 0610{TTIANK YOU FOR YOUR ORDER!
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rage 3 oT 2/
Old Repblic National Title lrsurance Comlnny
ALTA COMMITMENT
Schedule A
Our Order No. G!Y246956
C\sL Ret:
1-
1
Property Address:
Effective Date:
Policy to be [ssued, and
rrIBDt' Corrnnitrnent
hoposed [rsured:
TBD
Jrne 24, 2005 at 5:00 PIVL
Proposed [ruured:
The estate or interest in the land described or referred to in this Commitment and coyered herein is:
A Fee Simple
4. Title to the estate or interest covered herein is at the effective date hereof vested in:
LB ROSE RANCH LLC, A DELAWARE LIMIIED LTABILTTY COMPANY
5- The land referred to in this Comrnitment is described as follows:
sEE ATTACHED PAGE(S) FOR LEGAL DESCRIPIION
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Nrvfr Jq t z) LJiJOaZS ZllU>Page 4 of 27
Our Order No: G\tr246956
[EC{LIECHPnCN
PARCEL A
A PARCEL OF LAND SITUATED IN LOTS 4, 5, 10, Ll, L2, 13, 15, L6, L7, 22, ?3, 24,
N,29,30, AND 34OFSECTION lAND InTS2,3,4, 1,E,9, 12, 13, 15, 16 OF
SECTTON 12, TOWNSHIP 7 SOUTT{, RANGE E9 WFST OF THE STXTH PRINCIPAL ME,RIDIAN,
COTINTY OF GARFMLD, STATE OF COLORADO; SAID PARCEL oF LAND BEING MQRE
PARTICULARLY D E.SCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNEROF SATD SECTION 1, A 1958 BLM BRASS CAP IN
PT,ACE;
THENCE S 56 DEGREES 22'4I" E 51E.09 FEET TO A POINT ON T}M SOUTHERLY LTNE OF
TTIAT PROPERTY DFSCRIBED TN BOOK 590 AT PAGE 955 OF TTM GARFMLD COUNTY CLERK
AND RECORDER'S OFT.TC$ TtM TRUE POINT OF BEGINNTNG;
THENCE S 59 DEGREF.S 20'23" EAIONGTHE SOUTTIERLY LINE OF SATD BOOK59O AT PAGE
955, A DTSTANCE OF 208.21 FEET;
THENCE CONTINUING ALONG SATD SOUTHERLY LINE S 63 DFGR.EES 47'Tg" E 60.78 FEET TO
A REBARAND CAP LS. #174EE IN PI-ACE;
THENCE CONTTNUING ALONG SATD SOUTHERLY LINE S 63 DEGREES 47'23" E 334.00 EEET
TO A REBAR AND CAP L.S. #17488 TN PI-ACE;
THENCE CONTINUING ALONG SATD SOUTHERLY LINE S 63 DEGREES 47'20" E 334.00 FEET
TO THE SOUTHEAST CORNEROF SAID BOOK 590 AT PAGE 955, A REBAR AND CAp L-S.
#L7488 rN PLACq
THENCE N 37 DEGRFT'S IL'37" E ALONG THE EASTERLY LINE OF SAID BOOK 590 AT PAGE
955, 29E.51 FEET TO A POINT ON TTM CENTERLINE OF TTIE ROARJNG FORK RTVE&
THENCE TTIE FOLIOWINGFT!'E (5) COURSES ATONGTTIE CENTERLINE OF SAID RIVEK
1. S 64 DEGREES 20'33" E 539.13 FEE'[
2. S 69 DEGREES A'54" E 523.30 FEEI
3. S 61 DEGRE&S 4L'54" E 147.5I FEET
4. S 34 DEGREES 19'54" E 646.E0 FEEI
5. S 29 DEGREES 54'54" E 516.97 FEST TO A POTNT ON THE EASTERLY LINE OF LOT 17
OF SATD SECTTON 1;
THENCE LEAVINGSAID CENTERLINE S OO DtrGR.EES 42'38" E Af,ONG'T'HE EASTERLY LINE OF
LOTS 17, 22 AND 29 A DTSTANCE OF 2I4O.7O F-EET;
THENCE LFAVTNG SAID EASTERLY LTNE N E9 DEGREES I.5'45" E 43.T4 EEET TO THE
NORTFTWEST CORNER OF THAT PROPERTY DESCRIBED TN BOOK 511 AT PAGE 103 OF THE
GARTTELD COUNTY CLERK AND RECORDER'S OEFICE;
THENCETHE FOLI-OWINGSD( (6) COURSES ALONG THE WESTERLY LINE OF SATD
PROPERTY:
1. S 41 DEGREES 07'10" E 559.76 FEET
2- S 47 DEGREES 56'39" E 519.80 EEE-[
3. S 47 DEGREES L6'43" E 466.70 EEE-T
4. S 34 DEGREES 2E'O9" E 123.72 FEE'f
5. S 04 DEGREES 45'38" E 390,4T EEET
6. S 08 DEGREES OI'51'' W 130.25 FEET TO THE SOUTHWEST CORNER OF SAID PROPERTY;
THENCE N 67 DEGREES 25'06" E ALONG TIIE SOUTIIERLY LINE OF SAID PROPERTY 2T1.OO
FEEI TO A POINT ON THE EASTERLY LINE OF LOT 9 OF SAID SECTTON 12;
THENCES OO DEGREES 22'LI" E ALONG SATD EASTERLY LINE 606.90 FEET TOTHE
SOUTHEAST CORNER OF SATD LC,T 9, A RIBAR AND ALUMIINUM CAP, TS # 22580, TN
PLACE;
THENCE S 03 DEGREES 1f'58'' W AI'NG THE EAS'TERLY LINE OF LOT 12 OF SAID SECTION
L2,74I.O5 FEET TO THE SOUTHEAST CORNER OF SAID I,r}T 12, A REBAR AND ALUMINUM
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JV.LJ LVV)Page 5 of 27
Our Order No: GW246956
t.HLIBCHPnCN
CAP TN PLACE;
TTIENCE S OO DEGR"EES 06'02.,8 AITONGTTTE EI\STERLY LINE oF LOt. 16 oF SAID SFI--TTON
LZ, 555.52 FEE-T TO TIIE SOUTTTEAST CORNER OF SAID IOT 16, A RI1BAR AND ALUMINUM
CAP IN PLACE SAID POINT AI^SO BEING TFIE NORTHEAST CORNER OF TELLE.R SPRINGS
SUBDTVTSTON;
TIIENCE S E9 DEGREES 59'08" W AIONG THE NORTIIERLY LINE OF SATD TELLER SPRINGS
SUBDTVISTON 220.6L FEET TO TIM SOUTHEAST CORNER OF PARCEL C OE RECETTION NO.
4443LL OF TTIE GARFIELD COUNTY CLERKAND RECORDER'S OFFICE;
THENCE LEAVING SATD NORTTIERLY LINE N 12 DEGREES 57'48" W ALONG THE EASTERLY
LINE OF SA]D RECEI'IION NO. 44431I., 169.14 F'EET;
TTIENCE N 87 DEGREES 58'25" W ALONG TTIE NORTHERLY LTNE OF SAID PARCEL C 3?4.74
EEET;
TTIENCE ALONG THE WESTERLY LINE OF SAID PARCEL C AIONG THE ARC OF A CURVE TO THE
RIGHT TIAVTNGA RADTUS OF 582.29 FEET AND A CENTRAL ANGLE OF 17 DEGREES 52'51",
A DISTANCE OF 181.72 FEET (CHORD BEARS S l:} DEGREES 29'05" E 130.98 FMT) TO A
POINT ON TTIE NORTTIERLY LINE OF SATD TELLER SPRINGS SLIBDIVISTON;
THENCE S 89 DEGREES 52'26" W AI.ONG SAID NORTTIERLY LINE I74.OT F'EET TO TIIE
NORTFTWEST CORNER OF THE TELLER SPRINGS OPEN SPACE;
THENCE LEAVTNGSATD NORTIIERLY LINES 21 DEGREES 55'10" IV ALONGTIIE WESTERLY
LINE OF SAID OPEN SPACE 53.97 FEET TO THE NORTTIEAST CORNER OF LOT 5 OF SAID
TELLERSPRINGS STJBDTVISTON AS SHOWN ON TIIE AMENDED PI.AT THEREOF;
THE}ICE S 89 DEGREES 59'08" W AIONG TTIE NORTIIERLY LINE OF SAID IOT 5, 165.35
FEET;
THENCE CONTTNUING ALONG SAID NORTHERLY LTNE N 45 DEGREES Af.42" W ?8.27 FEET;
TTIENCE CONTTNUING ALONG SATD NORTHERLY L[NE N 89 DEGREES 59'08'' W E55.53 FEET
TO TI{E NORTHWEST CORNER OF SAID LOT 5, SAID POINT AISO BEING ON THE EASTT:RLY
RIGIIT-OF-WAY OF COUNTY ROAD NO, 109;
TTIENCE TttE FOLU)WING TWENTY-THREE (23) COURSFS ALONG SAID EASTERLY
RIGFIT.OF.WAY:
1. N I.3 DEGREES 15'08" E 30.84 FEET
2. N 13 DEGRE'ES 4O'4L" E 36.97 FEET
3. N 14 DEGREES 26'34" E 8,37 BEET
4. ALONG TTIE ARC OF A CURVE TO TTIE LEF-[ HAVING A RADTUS OF 263.67 FEET AND A
cu\TRAL ANGLE OF 22 DEGREES 42'.L3", A DISTANCE OF 104.48 FmT (CHOR-D BEARS N 03
DEGREES 05'28" E 103.80 FEET)
5- N 08 DEGREFS 15'39'. W 721.97 FEET
6, N 09 DEGREES 37'30" W 215.26 FEET
7. N 09 DEGREES 32'IL" W716.14 FEET
8. N 09 DEGREES ?A'35" W 1739.93 FEET
9. ALONG TIIE ARC OF A CURVE TO THE RIGHT TIAVING A RADruS OF 187O.OO FEET AND A
CE\TRAL ANGLE OF 05 DF,(lRmS 38'57", A DISTANCE OF 184-38 FmT (CHORD BEARS N 06
DEGREES 3s'06" W 1E4.30 FEE-I)
10. N 03 DEGREES 45'38" W 70.62 EEET
11. AI./ONG THE ARC OF A CURVE TO TIIE LEF'T HAVING A RADruS OF 1I55.OO FEET AND A
CE\TRAL ANGLE OF 0E DEGREES 59'.?3", A DISTANCE OF 181.22 FmT (CtrORD BEARS N 0S
DEGREES 15',19" W 18r. 03 FEE-I)
12. N 12 DEGREES 45'01" W 250.30 FEET
13. AI'NG TI{E ARC OF A CURVE TO TTIE LEF"T IIAVING A RADTUS OF 518.09 FEET AND A
CENTRAL ANGLE OF 35 DFI;RMS IL'37", A DTSTANCE OF 31E.23 F'EET (CHORD BEARS N
30 DEGRMS 2O'49" W 3L3,?5 FEE"O
14. N 47 DE,GREES 56'38" W 239.80 FEET
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Our Order No: GW?,46956
I.EC{LDECHPIICN
15. AIONG THE ARC OF A CURVE TO TTIE RIGTIT TIAVING A RADIUS OF 152O.OO FEET AND A
cm{TRAL ANGLE OF 14 DEGREES 05'17", A DISTANCE OF 373.74 EEET (CHORD BEARS N 40
DEGREES 53',s9" W 372.80 FEET)16. N 33 DEGREES s1.20" W 4Es.97 FEET
17. AT-ONG THE ARC OF A CURVE TO THE LEF'T HAVTNG A RADruS OF 620.00 FEET AND A
cm{TRAL ANGLEOF 19 DEGRmS 38'05", A DTSTANCE OF 2t2.ql FmT (cHoRD BEARS N 43
DEGREE.S 40'23" W 211.43 FEET)
18. N 53 DEGREES 29'25" W 51T.09 FEET
19. AI'NG THE ARC OF A CURVE TO THE RIGHT TIAVING A RADruS OF 47O.OO FEET AND A
cm{TRAL ANGLE OF 34 DEGREES 45'.42", A DISTANCE OF 2E5-15 FEET (CHOR-D BEARS N 36
DEGREES 06'34" W 2E0-80 FEET)
20. N lE DEGREES 431431' W ?73.97 EEET
21. AI-NG THE ARC OF A CURVE TO THE RIGHT TIAVTNG A RADruS OF 620.00 FEET AND A
CENTRAL ANGLE OF 30 DEGREES 05',19': A DISTANCE OF 325.59 FmT (CHORD BEARS N 03
DEGRE&S 41'04" W 321.86 FEET)
22. N 11 DEGREES ?.I'36" 8 T71.2? FEET
23. AI'NG THE ARC OF A CUR\rE TO THE LMT HAVING A RADruS OF 38O.OO F'EET, A
CENTRAL ANGLE OF 02 DEGREES 00',46"AND A DISTANCE OF 13.35 FEET (CHORD BEARS N
10 DEGREES 2['[3" E 13.35 FEET) TO A POINT ON TTIE SOUTHERLY LTNE OF RTVER RIDGE
P.U.D.;
TIIENCE LEAVTNG SATD EASTERLY RIGHT-OF.WAY N 19 DEGREES 24'30" E ALONG SAID
SOUTI{ERLY LINE 83.25 FEET;
TTIENCE CONTTNUING ALONG SAID SOUTHERLY LINE S 65 DEGREES ZsO4" E 20.16 FEET TO
TTIE TRT]E POINT OIi BEGINNING.
PARCEL B
TOGE-ITIER\ryTIH A PARCEL OF LAND STTUAIED IN LOTS 23 AND 2E OF SECTTON 1 AND LOIS
4, 5, 6,7' 14, THE NwU4Nwv4 AND TIIE SwU4Nwl/4 oF SECTI0N 12, ToWNSHIP zsouTfl, RANGE 89 WEST OF THE SIXTH PRTNCIPAL Mm.IDIAN, COUNTY OF GARFTFT D,
STATE OF COTTRADO; SAID PARCEL OF LAIID BEING MORE PARTTCUI-ARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTIIWEST CORNER OF SAID SECTTON 1, A BLM BRASS CAP IN PLACE,
THETRUE POINT OE BEGINNING;
THENCE S 8E DEGREES O&'?r'." E ATONGTHE NORTTIERLY LTNE OF THE NWV4NWU4 AND TOT
5 OF SAID SECTION 12, t925.L5 FEET;
THENCE LEAVINGSATD NORTI{ERLY LINE S 01 DEGREFS 19'06" W 1OO.OO FEET;
THENCE S 88 DEGREES 08'24" E 15O.OO FEET;
THENCE N OO DEGREES O3'38"E 2OO.1O FEET;
THENCE N 88 DEGREES O8'2A" W 100.15 FEET TO A POTNT ON TTIE WFSTERLY LINE OF LOT
2E OF SAID SECTION I;
THENCE N OT DEGRMS ,.6'57" W ALONG THE WRSTERLY LINE OF LOTS 2E AND 23 OF SATD
SECTION I, 1061.60 EEET TO A POINT ON TIIE WESTERLY RIGIIT-OF.WAY OF COUNTY ROAD
109;
THENCE LEAVINGTHE WESTERLY LINE OF SAID LOT 23 THE FOLTOWTNGSEVEN (7) COURSES
AITONG THE WESTERLY RIGHT.OF-WAY OF SATD COTINTY ROAD 109:
T. ALONG TT{E ARC OF A CUR\,TE TO THE RIGHT HAVTNG A RADIUS OF 45E.09 FEET AND
CENTRAL ANGLE OF 36 DEGREES 07'56", A DISTANCE OF 2S8.E8 FmT (CHORD BEARS S 30
DEGREES 48'59" E2E4.L2 FEET)
2. S L2 DEGREES 45'01" E 247.15 EEE'T
3. ALONG TIIE ARC OF A CURVE TO TIIE RIGHT TIAVING A RADIUS OF 1O95.OO EF]ET AND A
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Jv.-) Lvv)Yage 7 of 27
Our Order No: GW246956
[EGALMCHPnCN
CENTRAL ANGLE OF 08 DEGREES 59'?3", A DTSTANCE OF 171.80 FEET (CHOR.D BEARS S OS
DEGREES 15'19" E L7L.63 F-ffiT)
4. S 03 DEGREES45'3E" E 70.62 FMT
5. ALONG TTIE ARC OF A CURVE TO THE LEF-f TIAVTNG A RADruS OF 193O.OO FEET AND AcE\rRAL ANGLE ()rr 05 DEGREES 3E'57", A DTSTANCE OF 190-29 rmT (cHoR-D BEARS S 06
DEGREES 35'06" E 190. 2r FEEI)
6. S 09 DEGREES ?A'35" 8 T739.96 FEEI
7- S 09 DEGREES 32'tl" E 545.09 FEET (TO A POINT WHm.'lCE AN ONE INCH IRON pIpE
BEARS S 80 DEGREES 39'46" W 15.01 FEET)
THENCE LEAVTNG SAID WESTERLY RIGIIT.OF-WAY S 80 DEGREES 39'46" W ALONG THE
NORTHERLY LINE EXTENDED AND TTIE NORTTTERLY LINE OF RECEpTTON NO. 402764, 156.56
FEE-T TO AN ONE INCH IRON PTPE TN PLACE;
THENCE CONTINUING ALONG SATD NORTHERLY LINE S 46 DEGREES 49'46" W 319.59 FEET
TO TIIE NORTI{WEST CORNEROF SAID RECEPIION NO. 402764, A REBARAND CAp IN
PI,ACE;
THENCE S 08 DEGREES 30'14" E ATONGTHE WESTERLY LINE OF SAID RECEPTION NO.
402764 AND RECmTION NO. 418s90, 302.72 FEET TO THE SOUTttWES'.T CORNER OF SArD
RECEIPTTON NO.418590;
THENCE S 80 DF4REES 45'44'' W ATONG THE NORTTIERLY LINE OF RECEITION NO. 3g7L82,
L77.I7 FEET TOTHE NORTHWEST CORNEROF SAID RECEMION NO. 397182;
TIIENCE S 17 DFCREES 25'15" W AI.ONGTTIE WESTERLY LINE OF RECEPTION NO. 397182
AND RECEPTTON NO. 4LL767,74I.9L FEE'I TO TTIE NORTHWEST CORNER OF LOt 21 OF SATD
SECTION 12, AISO BEING TTM NORTIIWEST CORNER OF TELLER SPRINGS SUBDTVTSTON;
THENCE S OO DEGRE'ES OO'34" W ATONGTHE, WESTERLY LINE OF SAID TELLERSPRINGS
SUBDTVISTON AND THE EASTERLY LINE OF LOT 14 OF SAID SESTTON T2,768.25 FEEI TO
THE SOUTHEAST CORNEROF SATD LOT 14;
TIIENCE LEAVING THE WESTERLY LINE OF TELLER SPRINGS SUBDTVTSTON S E9 DEGREES
OO'59" W ALONG TTIE SOUTTMRLY LINE OF SAID LUI L4, 465.99 FEET TO TIIE SOUTHWEST
CORNF;R OF SAID LOT 14;
THENCE N OO DEGREES 22'L3" 8 ALONG THE WESTERLY LINE OF SATD LOf 14, 1378.08
EEE'I TO THE NORTHWEST CORNER OF SATD LOT 14;
TTIENCE N 69 DEGREES 07'53" W ALONG TT{E SOUTTIERLY LINE OF TTIE SWY4NWU4 OF SATD
SECTION 12, I347.9L FEET TO TTIE WEST QUARTER CORNER OF SATD SECTION 12, AN
ALUMINUM CAP IN PLACB
THENCE N OO DEGREES 33'14" W ALONG THE WESTERLY LINE OF SAID SECTTON 12,
2728.A0 FEET TO THE TRUE POINT OF BEGTNNING.
PARCEL C
TOGE-fHERWTfH A TRACT OF [-A.ND SITUATED IN SECTION 35, 'I'OWNSHIP 6 SOUTH, RANGE 89
WEST AND SECTION 2, TOWNSTIIP 7 SOUTTI, RANGE 39 WEST, ALL IN TTM STXTH PRJNCIPAL
MERIDTAN, COUNTY OF GARFIELD, STATE, OF COI-ORADq SAID TRACT OF T-AND BETNG MOR.E
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE COMMON CORNER OF SECTTONS 1 AND 2, TOWNSHIP 7 SOUTH, RANGE E9
WEST OF THE STXTH PRINCIPAL MERIDIAN, SAID CORNERAISO BEING COMMON TO SECTIONS
35 AND 36, TO\ryNSHtP 6 SOUTH, RANGE S9 WEST OE TIIE SD(TH PRINCIPAL MERIDTAN;
THE}ICE N 76 DEGRITF'S 04'29" W 4185.64 F'EET TO THE NORTHFAST CORNER OF LOT 21,
WESTBANK RANCH ST'BDTVTSION, FILING 1, TIIE TRUE POINT OF BEGINNING;
THENCE THE FOLfOWING TWENTY FTVE (25) COURSES ALONG THE NORTIfrRLY AND EASTERLY
BOUNDARY OF SAID WESTBANK RANCTI, FILING 1:
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Page 8 of 27
Our Order No: GW246956
1EGALECHPnCN
1. S 09 DEGREBS OO'22" W 226.00 FEE-[ TO A REBAR AND CAB LS. NO. 19593
2. S 69 DEGREF-S 53'22" W Ez.OO FEET TO A REBAR AND CAP, LS, NO. 195983. S 06 DEGREES 59'3E" E 79.00 FEET TO A REBARAND CAP, LS. NO. 195934. S 55 DEGREBS 29'38" E 95.00 FFtrT TO A REBARAND CAp (ILLEGIBLE)
5. S 75 DEGREES 13'38" E 215.00 FEEI TO A NO. 5 REBAR
6. N EE DEGREES s8'22" 8 451.00 F-EET TO A REBAR AND CAp (ILLEGIBLE)
7. N 82 DEGREES 55'22" 8 240.00 EmT TO A RITBARAND CAp (TLLEGIBII)
8. S 20 DEGREES 35'18" E T85.OO FEET TO A REBARAND CAP (ILLEGIBLE)
9. N 69 DEGREES 24'42" E 21O.OO F'EE'[ TO A RMARAND CAP, L.S. NO. 19598
IO. N 07 DEGREES L8'26" W ?5I.73 FEET TO A NO. 5 REBAR
11. N 7 1 DEGREES L5' 22" E 27 2.00 FEET TO A REBAR AND CAp (ILLEGIBLE)
12. N 41 DEGREES OO'22" 8372.54 FEET TO A NO. 5 REBAR
13. S 65 DEGREES 59'3E" E 435.00 F'EET TO A NO. 5 REBAR
14. S 19 DEGREES 59'38" E 2TO.OO F'EET TO A NO. 5 REBAR
15. S 60 DEGREES OO'22" W 39S.SO FEET TO A NO. 5 REBAR
16. S zf8 DEGREES 16'51" W 235.20 FmT TO A NO. 5 REBAR
17. S 50 DEGREES 30'?2" W 210.22 EMT TO A NO. 5 REBAR
18. S 69 DEGREES 24'42" W 18O.OO FBT TO A NO. 5 REBAR
19. N 20 DEGREES 35'18" W 260.00 EEET TO A REBAR AND CAP, L.S. NO. 19598
20. S 69 DEGREES ?A'42" W 230.27 FEET TO A NO. 5 RF'RAR
21. S 20 DEGREFS 35'tE" E 266.00 FEET TO A REBAR AND CAp (ILLEGIBLE)
22. S 66 DEGREES 09'07', W 96.57 FEE"[ TO A REBARAND CAp, LS. NO. 19598
23. S 01 DEGREES 23'54" W 109.60 FEET TO A RBBAR AND CAP, LS. NO. 7168
?A.57.8 DEGREES 05'38.'E 250.00 FEET TO A REBARAND CAp(ILLEGIBLE)
25. S 67 DEGREES W'N" E L49.99 FEET TO A REBAR AND CAP (ILLFGIBLD, THE COMMON
CORNER OE WESTBANK RANCH SUBDTVTSION FILING 1 AND THE WESTBANK RANCH
SUBDTVISTON FILING 2, SAID CORNER AI.SO BETNG THE NORTHWBST CORNER OF LOT 23 OF
SAID FILING2;
THENCE THE FOLIOWINGSEVENTEEN (17) COURSES ALONGTHE NORTI{ERLY BOUNDARY OF
SAID WESTBANK RANCH SUBDTVTSTON FTLING 2:
I. S 69 DEGREES 05'38'' E 633.53 FEEI TO A NO. 5 REBAR
2. N 7E DEGREES 3L'22" E 31E.16 FEET TO A NO. 5 REBAR
3, S 62 DEGREES 19'0E" 8376.s0 FEE-I TO A RmARAND CAp (ILLEGIBLE)
4. S 84 DEGREES s8'08.'E t92.70 EEEI TO A REBAR AND CAp (ILLEGIBLE)
5. ALONG TTIE ARC OF A CURVE TO TTIE LEFT TIAVTNG A RADruS OF 585.00 FEET, A
CB\TRAL ANGLE OF 03 DEGREES 55',13" AND A DISTANCE OF 40.03 FEET (CHORD BEARS N
03 DEGRmS 04'.L7" E 40.02 EEET) TO A NO. 5 RmAR
6. N E4 DFGREES 5E'08" W 1E3.32 FEET TO A NO. 5 REBAR
7. N 62 DEGREES 19'OE'' W 133.53 FEETTO A NO. 5 REBAR
8. N 10 DEGR"EES 46'22" E 65.11 FEET TO A 1 INCH STEEL PIPE
9. N 30 DEGR"EES 36'38" W 476.00 FEET TO A REBAR AND CAP, L.S. NO, 9184
rO. N39 DEGRBES 08'22" E 3O6.4EFEETTOANO.5REBAR
11. N 77 DEGREES ?A',22tt E 264.88 FEET TO A REBAR AND CAp (ILLEGIBLE)
12. S 33 DEGR-EES 46'38" E _544.01 FEET
13. S 18 DEGREES 29'38" E 217.00 F'EET
14. S 06 DEGREES 49'38"82L8.79 FEET TO A REBARAND CAP, LS NO. 19598
15. N 84 DEGREES 58'08" W 259.29 FEET TO A NO. 5 REBAR
16. AITONGTHE ARC OF A CURVE TO TtIE RTGTIT TIAVTNG A RADruS OF 645.00 FEET, A
CENTRAL ANGLE OF 03 DEGREES 33'20" AND A DISTANCE OF 40.03 FmT (CHORD BEARS S
03 DEcRmS 15'14" W 40.02 FEE-|) TO A REBAR AND CAp (ILLEGTBLE)
17. S 84 DEGREES 58'08" E 334-45 FEEI TO A NO. 5 REBA& TtrE COMMON CORNER OF
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Orrr Order No: GW246956
lECilLDHHPnCN
WBSTBANK RANCH ST]BDIVTSION FTLTNG2 AND WESTBANK RANCH SUBDIVTSTON ETLING 3,
SAID CORNER AI-SO BEING THE NORTHWEST CORNER OF LOT 14 OF SATD FTLING 3;
TFIENCE THE FOLTOWING SXTHEEN (16) COURSES ALONG THE WESTERLY BOUNDARY OF SAID
WESTBANK RANCH STJBDTVISTON FTIING 3:
1. N 81 DEGREES 07'37" E 357.91 FEET TO A REBARAND CAP, L.S. NO. 9IE42. N E9 DEGREES 54'22" E 2OO.OO F'EET TO A REBARAND CAP, L.S NO. 195963. S 78 DEGREES 32'08" E 21.6.49 EEE-T TO A NO. 5 REBAR4. S 74 DEGREES 29'38" E 173.39 F'EET TO A RMAR AND CAP (ILLEGIBLE)
5. ALONG TIIE ARC OF A CURVE TO TIIE LEF-I TIA\'TNG A RADruS OF 3OO.OO FEET, A
CENTRAL ANGLE OF 09 DEGREES 56',03"AND A DISTANCE OF 52.02 FEET (CHORD BEARS N
OO DEGRMS 36'54" E 51.95 F'EET) TO A REBARAND ALUMINUM CAP, L.S. NO. 112046. N 74 DEGREES 29'38" W3I9.S4 FEET TO A REBARAND ALUMINUM CAP, L.S. NO.
11204
7. N 33 DEGREES 34'38" W 232.00 FEET TO A REBAR AND CAP (ILLEGTBLE)
8. N 22 DEGREES N'38" W 382.00 FEET TO A REBARAND CAP, L.S. NO. 9184
9. N 20 DEGREES 22'38" W 328,TE FEET TO A NO. 5 REBAR
10. N 35 DEGREES 29'.38" W 119.00 FEET TO A REBAR AND CAB L.S. NO. 9184
11. N 52 DEGREES 29'38" W 175.00 FEET TO A REBAR AND CAP, LS. NO. 9184
12. N 52 DEGREES 29'38" W 215.00 FEET TO A REBAR AND CAP, L, S. NO. 9184
T3. N 16 DEGREES 1E'3E'' W 321.00 FEET TO A REBAR AND CAP (TLLEGIBLE)
14. N 33 DEGREES 56'22" E ?28.90 FEET TO A REBAR AND CAP, L.S. NO. 91E4
15. s 69 DEGREES 27'38" E 475.00 FmT TO A REBARAND CAp, LS. NO. gLs4
16. S 50 DEGREES 45'38" 8395.00 FEE'T TO A REBARAND CAP, LS. NO. 91E4, SAID
POINT AI^SO BEING THE NORTTIEAST CORNER OF LOT 23 OF SATD WESTBANK RANCH
SUBDTVTSTON I.ILING3;
THH\CE LEAVING SATD BOI]NDARY N 42 DEGREES 04'22" E 160.00 EEET TO A POINT TN
TTIE CENTER OF'THE ROARING FORK RII'E&
THE}ICE THE TWELVE (12) FOLLOWING COURSES ALONG SAID CENTERLINE:
I.. N 51 DEGR"EES 47'38" W 124.10 FEET
2. N 45 DEGREES 56'38" W 239.80 FEET
3. N 64 DEGREES 32'38" W 5O7.EO FEET
4. N 84 DEGREES 51'38" W 169.60 FEET
5. N 79 DEGREES 36'38" W 2O3.OO FEET
6. N 72 DEGREES 34'38" W 3?9.00 FEET
7. S E7 DEGREES 46'22" W342.00 FEET
E. S 85 DEGREES I:L'22" W 231.00 F.EET
9. S 65 DEGREES 57'22" W 517.00 FEE-[
10. S zlE DBGREES 42'22" W332.00 FEET
1T. S 69 DEGREES 4'22" W363.00 F'EET
12. N 80 DEGREES 02'30" W 181.97 FEET TO TtIE TRUE POTNT OF BEGTNNTNG.
PARCEL D
TOGEIHER WTTH A 3O.OO FOOT WIDE ACCFSS AND UTTLMY EASEMENT EXTENDINGFROM
MEADOW LANE TO COUNTY ROAD NO. 109 AND BEINGTHE SOUTTIERLY 3O.OO F'EET OF LOT
15, WESTBANK SUBDTVTSTON, FILING NO. 3, AS SHOWN ON TIIE PLAT THEREOF RECOR.DED
IN THE GARFIELD COUNTY CLERKAND RECORDER'S OF'FTCE.
PARCEL E
TOGETHER WTTH A TEMPORARY NONEXCLUSTVE ACCESS EASEMENT THROUGH WEST BANK OPEN
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Our Order No: GW246956
IEGALHHPnCN
SPACE BEING A 5O.OO FOOT WIDE STRIP OF I-AND STTUATED IN LOT 24, SECTTON 1,
TOWNSHIP 7 SOUTTI. RANGE 89 WEST OF THE SIXTH PRINCIPAL MERJDIAN, COUNTY OF
GARFTELD, STATE OF COLORADq SATD STRIP OF LAND LYTNG2s.OO FEET TO EACH SIDE
OF TITE FOLLOWING DESCRIBED CENTERLINE:
COMMENCING AT THE SOUTTIWEST CORNEROF SATD SECTTON 1, A BLM BRASS CAP IN PLACE;
THENCE N 61 DEGRIiES L3'24"82223.28 F'EET TO A POINT ON TTIE EASTERLY LTNE OF
SAID LOT 24, SATD POTNT AI-SO BEING ON SATD CENTERLTNE, THE TRUE POINT OF
BEGTNNING;
THET{CE LEAWNG SAID EASTERLY LTNE N 4E DEGREES 52'57" W ALONG SAID CENTERLINE
236.9L EffiT;
TIIENCE CONTINUINGALONG SATD CENTERLINE AI-ONGTHEARC OF A CTIRVETOTHE RIGHT
IIAVING A RADruS OF T404.75 FEET AND A CENTRAL A]\IGTT OF 10 DFGREES 55'42", A
DTSTANCE OF 267.94 F'MT (CHORD BEARS N 43 DEGRE&S 25'05" W 267.53 FEET);
TIIENCE CONTINUING ALONG SATD CENTERLINE N 69 DEGREES 16'39'' E 20.95 FEET TO A
POINT ON TI{E SOUTTIWESTERLY RIGTIT.OF-WAY OF COUNTY ROAD NO. 109;
THENCE LEAVTNGSAID RIGIIT-OF.WAY AND CONTINUING ALONG SAID CENTERLINE S 69
DEGREES 16'39" W30.18 FEET;
TTIENCE CONTINUING ALONG SAID CENTERLINE AIONG THE ARC OF A CUR\'E TO TIIE RIGTIT
TIAVING A RADTUS OF 25.00 F'SET AND A CENTRAL ANGLE OF 42 DEGREFS 43'5E", A
DISTANCE OF 18.6s FmT (CHORD BEARS N E9 DEGREES 2L'22" W LE.22 FEE-[;
THENCE CONTINUINGALONGSAID CENTF,RLINE N 67 DEGREES 5g'?3"W 56.79 FEET;
TTIENCE CONTINUING ALONG SATD CENTERLTNE ATONGTHE ARC OF A CTJR\rE TO TIIE LEF-T
TIAVING A RADruS OF 25.00 FEEI AND A CENTRAL ANGLE OF 64 DF,GREES 44'47", A
DTSTANCE OF 2E.25 F'[ET (CHORD BEARS S 79 DEGREES 38'13" W 26.77 F'EET);
THENCE CONTINUING ALONG SAID CENTF-RLINE S 47 DEGREES 15'50'' W 58.23 EffiT;
THENCE CONTINUING ALONG SATD CENTERLINE ALoNG THE ARC OF A C{'RVE TO THE LEF'[
IIAVING A RADruS OF 125O.OO FEET AND A CENTRAL ANGLE OF 05 DEGREES 28'45", A
DISTANCE OF 119.54 FffiT (CHORD BEARS S 44 DEGREES 3L'27" W 119.49 F.EET);
THENCE CONTINUING ALONG SAID CENTERLINE S 41 DEGREES 47'05" W 96.4 EEET;
THENCE CONTINUING ALONG SAID CENTERLINE AIONGTT{E ARC OF A CURVE TO THE RIGHT
TIAVING A RADruS OF IOO.OO FEET AND A CENTRAL ANGIj, OF 18 DEGRE,ES 4E'32", A
DISTANCE OF 32.83 FUIT (CHORD BEARS S 51 DFGREES LL'21" W 32,68 EEET);
TTIENCE CONTINUING ALONG SAID CENTERLINE S 60 DEGREES 35'3'T" W 46.99 FEET;
THENCE CONTINUING ALONG SATD CENTERLINE AI-oNGTHE ARC OF A CURVE TO THE RIGHT
TIAVING A RADruS OF IOO.OO FEET AND A CENTRAL ANGLE OF 16 DEGREES 49'45", A
DISTANCE OF 29.37 FEET (CHORD BEARS S 69 DEGREES 00'29" W 29.?i1FffiT);
THENCE CONTINUING ALONG SATD CENTERI-INE S 77 DF,GREES 25'22" W 39.30 FEET;
THENCE CONTINUING ALONG SAID CENTERLINE AIONGTHE ARC OF A CURVE TO Tt{E I-EFT
HAVING A RADruS OF 25.00 F'EET AND A CENTRAL ANGLE OF 33 DEGRBES 15'59", A
DISTANCE OF 14.s2 FEET (CHORD BEARS S 60 DEGREFS 47'22" W 14-31 EEET);
THENCE CONTINUING ALONG SATD CENTERLINE S 44 DEGREES 09'23" W33.76 FEET;
THENCE CONTINUING ALONG SAID CENTERLINE AI-oNGTTIE ARC OF A CTIRVE TO THtr LEFT
IIAVING A RADruS OF 5O.OO FB'ET AND A CENTRAL ANGLE OF 29 DEGREES 35'03", A
DISTANCE OF 25.E2 FEET (CHORD BEARS S 29 DF-GREBS 2t'52" W 2s.s3 FEET);
THENCE CONTINUING ALONG SATD CENTERLINE S 14 DF,GREES 34'AO" W 2L.94 EEET;
THENCE CONTINUING ALONG SATD CENTMLINE AI'NG THE ARC OF A CURVE TO THE LEF-T
IIAVING A RADruS OF 5O.OO EEET AND A CENTRAL ANGLE OF 25 DEGREES 18'20'" A
DISTANCE OF 22.0E FEET (CHORD BEARS S 01 DEGREES 5s'10'. W 21.90 FEET);
THENCE CONTINUING ALONG SAID CENTF-RLINE S 10 DF,GREES 44'OO" E 127.50 FEET;
THE'NCE CONTINUING ALONG SAID CENTERLTNE AI'NGTHE ARC OF A CURVE TO THE RIGTIT
I
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Our Order No: GW246956
tE3{LIECHmCN
TIAVING A RADIUS OF 25.00 F'trET AND A CENTRAL ANGLE OF 71 DEGREES 09'00", A
DTSTANCE OF 31.05 F'EET (CHOR.D BEARS S 24 DEGREES 50'30'' W 29.09 F'EET);
TTIENCE CONTTNUING ALONG SAID CENTERLINE S 60 DEGREES 25'OO" W E3.15 FIIET;
THENCE CONTINUING ALONG SAID CENTMLINE AIONG THE ARC OF A CURVE TO THE LEF-[
IIAVING A RADTUS OF 25.00 FEEI AND A CENTRAL ANGLE OF 6E DF-GREES 29'58", A
DTSTANCE OF 29.E9 FEET (CHOR"D BEARS S 26 DEGREES 10'01" W 2E.I4 FEE[;
TT{ENCE CONTINUING ALONG SATD CENTERLINE S OS DEGRE'ES 04'58'' E T0.67 F'EET TO A
POINT ON TIIE SOT]TTIERLY LTNE OF LOT ?A OF SAID SECTION 1, TITE TERMINUS;
WIIENCE TTM SOUTHWEST CORNER OF SAID SECTION 1 BF-ARS S 50 DEGREES 30'32" \Y
r33s.39 FEET.
PARCEL F
TOGETHER llTfH A LIF{ITED ACCESS EASEMENT TTIROUGH ROGER TROUT PROPERTY BEING A
4O.OO EOOT WIDE STR]P OF LAND SITUATED TN LOT 26 AND 27, SECTTON 1, TOWNSHIPT
SOUTH, RANGIi 89 WEST OF THE SIXTTI PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE
OE COLORADO; SAID STRIP OF LAND LYING 2O.OO FEET TO EACH STDE oF TTIE FoI-I,owING
DESCRIBED CENTERLTNE:
COMMENCING AT THE SOUTTIWEST CORIiEA. OF SAID SECTION 1, A BLM BRASS CAP IN PT-ACE;
THENCE N 50 DEGREES 30'32" E 1335.39 FEET TO A ROINT ON THE NORTTIERLY LINE OF
SAID LOT 26, SAID POTNT AI.SO BETNGON SATD CENTERLINE TTIE TRUE POINT OF
BEGTNNING;
THENCE LEAVTNG SAID NORTTIERLY LINE S OS DEGREES 04'58" W ALONG SAID CENTERLINE
3E.58 FEET;
THENCE CONTINUING ALONG SAID CENTERLINE AIONGTHE ARC OF A CTIRVE TO TTIE, RIGT{T
TIAVING A RADIUS OF 25.00 FEE-f AND A CENTRAL ANGLE OF 79 DEGREES 39'45", A
DISTANCE OF 3q.76 EEET (CHORD BEARS S 31 DEGREES 44'55" W32.03 FEET);
THENCE CONTINUING ALONG SAID CENTIRLINE S 71 DFGREES JQT4TII W 11.95 FffiT;
TTIENCE CONTTNUING ALONG SATD CENTERLINE AIONG THE ARC OF A CTJRVE TO TTIE RIGHT
TIAVING A RADTUS OF 5O.OO F'EET ANt' A CENTRAL ANGLE OF 21 DEGREES 47'02", A
DTSTANCE OF 19.01 FEET (CIIORD BEARS S S2 DEGREES 28'18" W 13.90 FEET);
THENCE CONTINUING ALONG SAID CENTERLINE N 81 DEGREES 4,.{T77IO W 16.83 FEET;
THTNCE CONTTNUING ALONG SATD CENTERLTNE AI-NG TTIE ARC OF A CTIRVE TO TTIE LEF-[
TIAVING A RADtt]S OF 25.00 FEE-[ AND A CENTRAL ANGLE OF 95 DEGREES Ag'44", A
DTSTANCE OF 41.52 EEET (CHORD BEARS S 50 DEGREES 40'40" W 36.91 EEET);
THENCE CONTTNUING ALONG SATD CENTMLINE S 01 DEGREES 01'23" W 29.65 EEET;
THENCE CONTINUING ALONG SAID CENTMLINE AI-NG THE ARC OF A CUR\.E TO THE RIC,IIT
TIAVING A RADruS OF 5O.OO FEET AND A CENTRAL ANGLE OF 31 DEGREES 40'51", A
DISTANCE OF 27.65 FEET (CHORD BEARS S 16 DEGREES 5L'49" W 27.30 FEET);
THENCE CONTTNUING ALONG SATD CENTERLINE S 32 DEGREES 42'14" W 8S.36 FEET;
THENCE CONTINUTNG ALONG SAID CENTERLINE AIONGTHE ARC OF A CI]RVE TO TTIE LEF-T
HAVING A RADruS OF 5O.OO FEET AND A CENTRAL ANGLE OF 26 DEGREES 01'54'; A
DISTANCE OF ?.2.72 FEET (CHORD BEARS S 19 DEGREES 4L'17" W 22.52 FEET);
THENCE CONTTNTJTNG ALONG SATD CENTERLINE S 06 DEGREES 40'20" W 19.05 EEET;
THENCE CONTINUING ALONG SAID CENTERLINE AIONG TTIE ARC OF A CI'RVE TO THE LEF-T
HAVING A RADtt]S OF 25.00 FEE-[ AND A CEhITRAL ANGLE OF. 60 DEGREES 30'09", A
DTSTANCE OF 26.40 FEET (CHORD BEARS S 23 DEGREES 34'44" E 25.T9 FEET);
THB{CE CONTTNT]TNG ALONG SAID CENTERLINE S 53 DEGREES 49'49" 8 S.59 FEET;
THET{CE CONTTNUTNG ALONG SAID CENTMLINE Af,ONGTIIE ARC OF A C['R\rE TO THE RIGHT
TIAVING A RADruS OF 25.00 FEE-[ AND A CENTRAL ANGLE OF 28 DEGREES 56'52", A
I
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Our Order No: GW246956
I..83{LTESCHPnCN
DISTANCE OF 12.63 F'EET (CHORD BEARS S 39 DEGREES?I'2?" E 12.50 FEE'I);
THENCE CONTTNUING ALONG SAID CENTF,RLINE S 24 DEGREES 52'56" E 10.2E FEET;
TIIENCE CONTTNUING ALONG SAID CENTERLINE AL0NGTTIE ARC OF A CURVE TO TTIE RIGHT
IIAVING A RADTT]S OF 25.00 F'EE[ AND A CENTRAL ANGLE OF 42 DEGREES 02'11", A
DTSTANCE OF 18.34 F'EET (CHORD BEARS S 03 DEGREES 5f'51" E 17.93 FEET);
THENCE CONTTNUING ALONG SATD CENTERLINE S 17 DEGREES 09'15" W 46.43 FEET;
THENCE CONTTNUING ALONG SATD CENTERLINE AIONG THE ARC OF A CURVE TO TIIE RIGHTHAVING A RADTUS OF IOO.OO FEET AND A CENTRAL ANGLE OF 10 DEGREES 32'50", A
DTSTANCE OF 18.4I FEET (CHORD BEARS S 22 DEGREES ?5'40" W 18.38 FEET);
TTIENCE CONTINUTNG ALONG SAID CENTERLINE S 27 DEGREES 42'05" W 49.78 EffiT;
TTIENCE CONTTNUING ALONG SAID CENTERLINE AIONG TIIE ARC OF A CLTRVE TO TTIE LEFT
TIAVING A RADruS OF 5O.OO F'EE[ AND A CENTRAL ANGLE OF 46 DEGREES 09'03", A
DTSTANCE OF 40.27 F'EET (CHORD BEARS S 04 DEGREE.S 37'33" W 39.19 FEET);
THENCE CONTTN T]TNG ALONG SAID CENTERLINE S lE DEGREES 26' 59" E 9.34 FEET;
THENCE CONTTNUING ALONG SAID CENTERLINE ALqNG TTIE ARC OF A CLIRVE TO TTIE RIGHT
EIAVING A RADruS OF 5O.OO F'EE[ AND A CENTRAL ANGLE OF 41 DEGREES 5I'43", A
DISTANCE OF 36.53 EEET (CHOR-D BEARS S 02 DEGREES 28'53'' W 35.72 FMT);
THENCE CONTTNUING ALONG SAID CENTERLINE S 23 DEGREES ?/'44" W 52.26 EEET;
THENCE CONTINUING ALONG SATD CENTETLINE AIONGTTIE ARC OF A CT]RVE TO THE LEFT
TIAVING A RADIUS OF 5O.OO F'EET AND A CENTRAL ANGLE OF 39 DEGREES 55'48", A
DTSTANCE OF 34.85 FEET (CHORD BEARS S 03 DEGREES 26'50" W 34.L4 FMT);
THENCE CONTINUING ALONG SATD CENTERLINE S 16 DEGREES 31'04" E 8.35 FffiT;
THENCE CONTINUING ALONG SAID CENTERLINE AL0NG TIIE ARC OF A CT,R\IE TO TTIE RIGHT
TIAVING A RADruS OF 5O.OO F'EE-T AND A CENTRAL ANGLE OF 48 DEGREES 53'14", A
DTSTANCE OF 42.66 FEET (CHOR-D BEARS S 07 DEGREES 55'33" W 41.38 FffiT);
TTIENCE CONTTNUTNG ALONG SATD CENTE,RLINE S 32 DEGREES 22'II" W N.64 FffiT;
TTIENCE CONTINUING ALONG SAID CE,NTE.RLINE AI-ONG THE ARC OF A CURVE TO THE LE,FT
TIAVING A RADruS OF 5O.OO FEE'T AND A CENTRAL ANGLE OF 26 DEGREES ?A'43", A
DISTANCE OF 23.05 F'EET (CHORD BEARS S 19 DEGREES 09'49" W 22.85 FEET);
TTIENCE CONTINUING ALONG SAID CENTERLINE S 05 DEGREES S7IZ7* Try 1U.09 FffiT;
THENCE CONTINUING ALONG SATD CENTERLINE AIONGTHE ARC OF A CURVE TO THE LEFTIIAVING A RADruS OF IOO.OO EEET AND A CENTRAL ANGLE OF 05 DEGRE&S 31'35", A
DTSTANCE OF 9.65 FEET (CHORD BEARS S 03 DEGREES 11'40'' W 9.64 FEET);
THENCE CONTINUING ALONG SAID CENTERLINE S OO DEGRE'ES ?5'52" W 4E.93 F'EET;
THENCE CONTINUING ALONG SAID CENTERLINE AIONG TIIE ARC OF A CURVE TO TTIE RIGHT
TIAVING A RADIUS OF 1OO.OO F'EET AND A CENTRAL ANGIT OF 09 DEGREES 55'00", A
DISTANCE OF 17.3T F'MT (CHOR.D BEARS S 05 DEGREES 23'TL" W 17.29 EEET) TO A
POINT ON THE SOUTHERLY LINE OF LOf 26 OF SAID SECTION T, THE TERMINUS; \MHENCE
THE SOUTHWEST CORNER OF SAID SECTTON 1 BEARS N 88 DEGRE'ES O8'?A" W 801.05 FEET.
EXEPTING FROM THE ABO\TE
THE PROPERry DESCRIBED AS PTIASE I ON THE PLAT RECORDED SEPTEMBER.11.2OOO UNDER
RECEPTION NO. 569188.
COUNTY OF GARFIELD
STATE OF COI-RADO
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ALTA COMMITMI
i
Schedule B-1
(Requirements)
The following are the requirements to be complied with:
Payrrrcnt to or for tlre accorsrt of the grantors or rnortgagors of the
irrsured-
ENT
Page 13 of 27
Our Order No. GW246955
full consideration tor the esialte or interest to be
Proper irskurnen(s) creatirg the estate or intercst 0o be irsured mrct be executed and duty filed tor recond, to-wit:
THIS COMMITMENT TS FOR INFORMATION ONLY, AND NO POLICY WILL BE TSSUED
PURSUANT HEREI-O.
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ALTA COMMITMENT
Schedule B2
(Exceptiors)
Page L4 of 27
Our Order No. GW246956
The policy or policies to be issued will contain exceptions to the following unless the same are disposedof to the satisfaction of the Company:
[. Rights or claims of parties in possession not shown by the public records.
2- Fasements, or claims of easernerrts, not shown by ttre ptrblic records.
3. Discrelnncies, conflicts in bowrdary lirrcs, shortage in area, errcroachments, and any facfs w6ch a coffect survey ardirspec0on of tte premises would disclose and which are not shown by flre public records.
4. Any lierl or right to a lierq for services, labor or materiat therr0otore or lrereaf0er furnished, imlnsed by law ard
not shown by tte prrblic records.
5- Defects, liers, enctnnfuramces, advetse ctairrs or oflrcr ftrafiers, if any, created, first apparirg in the pqblic records orsttachiq subsequent to tlre effective dafe hereot but prior 0o the date tlre proposed irsured acquires o[ record foryalue ttre estate or intercst or rnorgage thereon covered by this Commihnenl
6- Taxes and assessrrcnts not yet due or payable and special nssessrnents not yet certified to the Tteasurer's ofEce.
7. Any unpaid taxes orassessrnents agairstsaid land-
E. liers tor unpaid water and sewer charges, it any.
9. RIGHT OF PROPRIETOROF A VEIN ORLODE TO EXTRACI AND REMOVE HIS ORE,
TTIEREFROM SHOULD TtM SAME BE FOUND TO PENETRATE OR TNTERSECT THE PRENtrSES
AS RESER\rED IN UNITED STATES PATENT RECORDED MAY 20, 1899, IN BOOK 12 AT
PAGE 509 AND RECORDED JANUARY 15, 1896 IN BOOK 12 AT PAGE 394 AND RECORDED
MARCH ?A, LE96 TN BOOK T2 AT PAGE 4T1 AND RECORDED F'EBRUARY 17, 1E96 IN
BOOK 12 AT PAGE 408 AND RECORDED MAy 20, 1899 IN BOOK 12 AT PAGE 508 AND
RECORDED MAY I.7, 1897 IN BOOK 12 AT PAGE 460 AND RECORDED MAY 20, 1899 IN
BOOK 12 AT PAGE 507.
IO. RJGIIT OF \trAY FOR DTTCHES OR CANAIS CONSTRUCTED BY TIM AUTHORI'TY OF THE
T'NTTED STATES AS RESERVED IN TINTTED STATES PATENT RECORDED MAY 20, 1E99,
IN BOOK 12 AT PAGE509 AND RECORDED JANUARY 15, 1896 IN BOOK 12 AT PAGE
394 AND RECORDED MARCH 24, L896IN BOOK 12 AT PAGE 4T1 AND RECORDED
FEBRUARY 11, LE96 TN BOOK 12 AT PAGE 4OS AND RECORDED MAY 20, 1899 TN BOOK
L2 AT PAGE 5OE AND RECORDED ruNE 3, 1953 TN BOOK 2;69 AT PAGE 307 ANI)
RECORDED MAY 17, 1897 IN BOOK 12 AT PAGE 460 AND RECORDED MAY 20, 1899 IN
BOOK 12 AT PAGE 507 AND RECORDED NOVEMBER 29,I9L3IN BOOK92 AT PAGE 326.
11. RESERVATTONS AS CONTATNED TN PATENT RECORDED ruNE 3, 1953 IN BOOK 269 AT
PAGE 3ffi AND RECORDED AUGUST 3, 1959 IN BOOK 3I9 AT PAGE 319 AND RECORDED
JIJLY 1, 1969 IN BOOK402 ATPAGE587-
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ALTA COMMTTMENT
ScMuleB-2
(Exceptioru)
rage 1) ot 17
Our Order No. GW?A6956
The policy or policies to be issued will contain exceptioru to the tollowing unless the same are disposed
o[ to the satistaction of the Company:
12. AN UNDTVTDED UZ INTEREST IN ALL Otr, GAS AND OTHERMINERAL RIGIITS, AS
RESERVED TN INSTRUMENT RECOR.DED OCTOBER 27, LqSO TN BOOK 254 AT PAGE 556
AND ANY AND ALL ASSTGNMENTS TTIEREOF OR INTF-RESTS TTIEREIN.
NOTB AFT'ECTS PARCETS C, D, E
13. AN UNDTVIDED U4INTEREST IN ALL OIL, GAS AND OTHER MINERAL RIGHTS AS
RESERVED IN INSTRUMMIT RECORDED SEPTEMBER 29, 1959 IN BOOK 320 AT PAGE
4OO AND ANY AND ALL ASSTGNMENTS TTIEREOF OR TNTERESTS TTMRETN.
NOT& AFTECTS PARCETS C, D, E
14. ALL INTEREST IN ALL OIL GAS AND OTTIER MINERAL RIG+ITS, AS RESERVM IN
INSTRUMENT RECORDED EEBRUARY ?A, L9E3IN BOOK 620 AT PAffi 965 AND AIIY AND, . ALLASSTG.{MENTSTTIEREOFORINTERESTSTHERE[N.
NOTB AFT'ECTS PARCELC
I.5. MAPS AND STATEMENTS OF TTIE ROBERTSON DTTCTI RECORDED JANUARY 2, 1EE4 IN
BOOKT AT PAGE 115 AND FILED ruNE 30, I88E AS RECEPTTON NO, 7200.
NOTB AFFECTS PARCEL A
I.6. &I.SEMENTS AND RIG.IITS OF \ryAY AS GRANTM TO PUBLTC SERVTCE COMPANY TN
INSTRUMENT RECORDED OCTOBER 27,1959IN BooK 321 AT PAGE 237.
NOTB AFFECTS PARCEL A
,-7. EASEMENTS AND RIGIITS OF WAY AS GRANTED TO MOfINTAIN STATES TELEPHONE AND
TELEGRAPH IN INSTRUMENT RECOR.DED APRJL 23, LY72 TN BOOK43O AT PAGE 134
AND RECORDED IN BOOK43O AT PAGE 135.
NOTB AFEECTS PARCELE
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ALTA COMMTTMENT
Schedule B-2
(Exceptiors)Onr Order No. GW2A6956
The policy or policies to be issued witl contain exceptioru to the following unless the same are disposedof to the satisfaction of the Company:
18' EASEMENTS AND RIGHTS OF WAY AS GRANTED TO ROCKY MOUNTATN NATURAL GAS
COMPANY TN INSTRUMM\IT RECORDED SEPTEMBER 16. 1991 IN BOOKEl3 A'T'PAGE 551
AND RF,CORDED IN BOOK813 AT PAGE 553.
NOTB AF'FECTS PARCELA
19. TERIV[S, CONDMTONS AND PROITSTONS OF AGREEMENT RECORDED JANUARY 09, 1979 IN
BOOK521 AT PAGE46E.
NOTB AFT'ECTS PARCEI-S A, B, C, D
EASEMENTS AND RIGHTS OF WAY AS GRANTED TO TCI CABLEVTSTON IN INSTRUMENT
RECORDED SEPTEIVTBERaa, T993 IN BOOKST6 AT PAGE 251.
NOTB AFT'ECTS PARCEL A
2t.EASEMENTS AND RIGHTS OF WAY AS GRANTED TO ROCI'T MOUNTAIN
INSTRUMENT RECORDED APRIL ?A, LggsIN BOOK 938 AT PAGE 139 AND
1995IN BOOK 950 AT PAGE 728.
NOTB AF'EECTS PARCEL A
NATURAL GAS TN
AUGUST 21,
TERIVf,S, CONDITIONS AND PROVTSTONS OF AGREEMENT RECORDED JI'LY 5, 1972 IN BOOK
432 AT PAGE 536.
NOTB AF'FECTS PARCEI-S B AND E
23. TERMS. CONDITTONS AND PROVTSTONS AS CONTAINED IN INSTRUMENT RI'CORDEDocToBER3t, t9y7 IN BOOK 1040 AT PAGE 738-
NOTB AF'FECTS PARCEL B
20.
,1
ALTA COMMITMENT
ScHule B-2
(Exceptioru) Our Order No- GW?/I69S6
polic] or policies to be issued will contain exceptiom to the following unless the sarne are disposed
the satisfaction of the Company:
EASEMENTS AND RIGHTS oF wAY As SHowN oN TIIE SURVEY DATED ruhlE 7,2000
PREPARED BY HIGH COUNTRY ENGINEERINGASJOB NO. 9704205.
TNCLUDINGOVERHEAD UTrLrtyLINES (PARCE.IS A AND C)
ENCROACHMENT OF EENCELINES FROM ADJOINING PARCEIS (PARCEL C)
EXTSTING WATERLTNES AND DIICHES AS REFMRED TO IN SURVEY NOTE #4 (PARCELc)
EASEMENTS AND RIG+ITS OF WAY AS GRANTM TO HOLY CROSS ELECTRIC ASSOCTATION,
TNC IN INSTRUMENT RECORDED SEPTEI\{BER 17, 1971 IN B,OOK422 AT PAffi 562.
NOTB AFFECTS PARCEL C
TTIRMS, CONDMIONS AND PROVTSTONS OF AGREEMENT RECORDED AUGUST 12, 1997 IN
BOOK 1029 AT PAffi 729.
NOTE AEEECTS PARCEL C
TER]V[S, CONDITIONS AND PROVTSTONS OF AGREEMENT RECORDED FEBRUARY 22, 1998 IN
BOOK 1053 AT PAGE 283.
NOTE AI'FBCTS PARCEL F
TER]\4S, CONDMONS AND PROVTSTONS OF RESOLUTTON NO. 98-80 RECORDED SEPTEMBER
09, 1998 IN BOOK 1087 AT PAGE 862.
NOTB AF'FBCTS ALL
TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED DECEMBER 07, 1998 IN
BOOK 1IO2 AT PAGE 638.
NOTE: AEFECTS PARCEIS A AND B
TERMS, CONDITIONS AND PROVTSIONS OF AGREEMENT RECORDED DECEMBER 0?, 199E IN
The I
of to
24.
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2,9.
30.
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ALTA COMMTTMENT
Schedule B-2
(Exceptions)
Page 1-8 of 27
Our Order No. GW2/,6956
The policy or policies to be issued will contain exceptiors to the following unless the same are disposed
o[ to the satisfaction of the Company:
BOOK 1IO2 AT PAGE 643.
NOTE: AFT.ECTS ALL
32.
TERIVIS, CONDITTONS AND PROVISTONS OF EASEMENTS AGREEMENT RECORDED APRIL 02,
199E IN BOOK 1061 AT PAGE34 AND AMENDMENT RECORDED OCTOBER 17, 2OOO IN
BOOK L2I2 AT PAGE 822.
NOTB AFEECTS PARCEI-S A,B,E AND F
TERIVIS, CONDMTONS AND PROVTSIONS OF RESOLUTTON RECORDED APRIL 02, 199E IN
BOOK 1061AT PAGE 106.
NOTB AFFECTS PARCEL E
TERMS, CONIDTNONS AND PROVTSIONS OF EASEMENTS AND FTRST RIGTIT OF REFTISAL
RECORDED SEPTEMBER 17, 19E7 IN BOOK 720 AT PAGE 982 AND PARTIAL ASSTGNMENT
OF EASEMU\T RECORDED AUGUST 9, L995IN BOOK949 AT PAGE 694,
NOTB WAI\.ER OF RTGHT OF FIRST REFUSAL RECOR"DED AUG{-IST L, LqYT IN BOOK 1O2SAT PAGE 520 WHTCH SATTSFTF'S THE RIGHT OF FIRST REFUSAL PROVTSION.
NOTB AEFECTS PARCEL C
TERMS, CONDMIONS AND PROVTSTONS OF WATERAGREEME}{T RECORDED ruLY TI, Igg2
IN BOOK 837 AT PAGE 565 AND ADDENDUM TO WATER AGREEMENT RECORDED DECEMBER
2,1993 tN BOOK E84 AT PAGE 48I AND ASSTGNMENT OF DITCH AGREEMENT RECORDED
DECEMBER 2, L993IN BOOK 884 AT PAGE ZA7.
NOTB AFFECTS PARCEL C
TER]\4S, CONDMONS, AND PROVISTONS OF ST]BDTVIDER'S AGREEMENT AS CONTATNED TN
INSTRLIMENT RECORDED NOVEMBER 30, 19S2, IN BOOK 613 AT PAGB 897 AND AS
AMENDED BY INSTRUMENT RECORDED SEMEMBER 19, 1983 IN BOOK635 AT PAGE 834
AND RECORDED JULY 31, 1985 TN BOOK 673 AT PAGE 259 AND RECORDED ruLY 1,
a1
35.
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ALTA COMMITMENT
ScHuleB-2
(Exceptions)Onr Order No. GW?A6956
The policy or policies to be issued will contain exceptions to the foltowing unless the same are disposed
of to the satisfaction o[ the Company:
r9E6 TN BOOK 690 AT PAGE 654 AI\D RECORDED AUGUST 4, Lg87IN BOOKT1E AT
PAGE 318 AND RECOR.DED JULY 7, 1992IN BOOK836 AT PAGE33 AND RECORDED MAYL2,1994IN BOOK902 AT PAGE 274 AND RECOR-DED OCTOBER. fi, LggsIN BOOK955
AT PAGB 953..
NOT& AFT'ECTS PARCEL E
36. TER]\dS, CONDITTONS AND PROVISIONS OF RESOLUTION NO. 93-OE4 RECORDED OCTOBER
13, 1993 tN BOOK E78 AT PAGE 456.
NOTB AF'FECTS PARCEL E
37. TERI\,IS, CONDITIONS AND PROVTSTONS OF RESOLUTTON NO. 93-OS5 RECORDED OCTOBERl3, t993IN BOOK 878 AT PAGE 467.
,
NOTB AFFECTS PARCE-L E
38. TE,RMS, CONDMONS AND PROVTSTONS OF DF'ED RECORDED JULY 06, 1994 TN BOOKgOS
AT PAGE 69.
NOTB AFFECTS PARCELE
39. TER]VIS, CONDITIONS AND PROVISTONS OF RESOLUTION NO. 99-067 RECORDED JI,]NE 08,
1999IN BOOK 1133 AT PAGE 911.
NOTB AFT'ECTS ALL
40. TER]\,[S, CONDMIONS AND PROITSIONS OF RESOLUTTON NO. 99.068 RECORDED I.INE 08,
T.999 IN BOOK 1133 AT PAGE 922.
t NOTB AF'T'ECTS ALL
I o.. RESTRT.TwE covENANTS, wHrcH Do NotcoNTArN A FoRFEfTuREoRRE'ERTER
il:
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ALTA COMMTTMENT
Schedule B-2
(Exceptions)
Page 20 of 27
Our Order No. GW246956
l*
I
The policy or policies to be issued will contain exceptions to the tollowing unless the same are disposedof to the satisfaction of the Company:
CI-AUSE, BUT OMIT.TINGANY COVENANTS OR RESTRICTTONS, tF ANY, BASE,D UPC}NRACE COLO& RELIGION, SE)(, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITALSTATUS, DTSABILTTY, TIANDTCAP, NATIONAL ORIGIN, ANCESTRY, OR SoURCE oFINCON@ AS SE-f FORTH IN APPLICABLESTATE ORFEDERAL I.A!\[i. EXCEPTTOTHED(TENT THAT SAID COVENANT OR RESTRICTTON IS PERMITTED BY APPLTCABLE I.AW ASCONTAINED IN INSTRUMmIT RECORDED SPrEMBERtT, 1987, IN BOOK720 AT PAGE
97E AND AS AMENDED IN INSTRUMENT RECORDED OCTOBER 09, 1990, IN BOOKTSO ATPAffi 325.
NOTB AFF.ECTS PARCEL C
42- TERIVIS, CONDfftONS AND PROVTSIONS OF INSTRUMENT RECORDED SEI/IEMBER03, 1991IN BOOKE12 AT PAGS 670. THE MEMORANDUM OF AGREEMENT RECORDED FEBRUARY IE,
1993 IN BOOK 85s AT PAGE 18, THE AGREEMENT RECORDED FEBRUARY lE, 1993 INBOOKE5s AT PAGE 27, AMENDED AGRMMENT RECORDED JLTNE L6, Lgg4IN BOOK9O5AT PAGE 979 AND AMENDMEhIT TO AGREEMENT RECORDED JT'NE 16, 1994 IN BOOK 905AT PAGE 982..
j
-.;
NOTE} AFT'ECTS PARCEI^S A AND B
43- RESTRICTTVE CO\'ENANTS, WHICH DO NOT CONTAIN A FORF'EITURE OR REVERTER
CLAUSE, BUT OI}trTTTNGANY CO\rENANTS OR RFSTRICTIONS, tF ANY, BASED UPON
RACE, COLO& RELIG{ON, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL
STATUS, DTSABTLTTY, IIANDICAP, NATTONAL ORTGIN, ANCESTRY, OR SOURCE OF
INCOIVIE AS SET FORTH IN APPLTCABLE STATE oR EEDERAL fA.WS, EXCF,PT TO TrmEXTENT TTIAT SAID COVENANT OR RESTRICTTON tS PERMITTED BY APPLTCABLE I-AW,
AS CONTAINED IN INSTRUMENT RECORDED EEBRUARY 05, LY74,IN BOOK454 AT PAGE
598 AI\D AMENDED OCTOBER ?A,2OOO IN BOOK 1214 AT PAGE 106..
NOTB AFT'ECTS PARCEL D
RFSTRICTTVE COVENANTS, WHICH DO NOT CONTATN A FORFE TURE ORREVEI(I'ERCI-AUSE BUT OMITTINGANY COVENANTS OR RESTRICTTONS, IF'ANY, BASED UPONRACE COLOR, RELISON, SEX, SEXUAL ORIENTATION, FAMILTAL STATUS, MARITAL
STATUS, DTSABILITY, IIANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OFTNCOI\ffi' AS SET FORTH IN APPLTCABLE STATE OR FEDERAL I-AWS, EXCWT TO TTIE
EXTENT TTIAT SAID COVMIANT OR RESTRICTTON IS PERNtrTTED BY APPLICABLE LAW ASCONTAINED IN INSTRUIVTENT RECORDED NOVEMBER3O, 19E2, IN BOOK613 AT PAGE
903, THE DECLARATION OF PROTECTTVE COVENANTS RECORDED MAY L2, L994IN BOOK
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. LJ LJ.JV.LJ L!J!.,)Page 2L of 27
ALTA COMMITMENT
Schedule B-2
(Exceptioru)Onr Order No. GW2A6956
The policy or policies to be issued will contain exceptiors to the following unless the same are disposedof to the satisfaction of the Company:
902 AT PAGE 263 AND AS AMENDED TN INSTRUMENT RECORDED MAY 31, 1994, INBOOK9O4 AT PAGE 296.
NOTB AFFECTS PARCEL E
45. EASEMENTS, RIGHTS OF \ryAY AND C,THERMATTERS AS SHOWN ON THE PLAT OF WESTBANKRANCH, FILING NO. 3, RECORDED EEBRUARY 5, LW4 AS RECEPTTON NO. 261679.
NOTB AF'FECTS PARCEL D
46. EASEMENTS, RIGHTS OF WAY AND OTTMR MATTERS AS SHOWN ON TIIE PLAT OF WESTBANKRANCH, PI-ANNED UNIT DEVELOPMENT, FTLINGNO. 4, RECORDED NOVEMBER 30, LgE2AS RECEPTTON NO. 334810, AND TTIE AMENDED PLAT RECORDED MAY lil, 1994 ASRECEPTION NO. 463059.
i
NOTB AEFECTS PARCEL E
47. TER]\,IS, CONDMIONS AND RESERVATIONS CONTAINED IN MINERAL DEED RECORDED MAY
L5, L9& IN BOOK 358 AT PAGE 63.
NOTB AFEECTS PARCEI-S A AND B
4E. RESTRICTTVE COVENANTS, WHICH DO NC,T CONTAIN A FORF'EMURE ORREVERTER
CI-AUSq BUT OMITTINGANY COVENANTS ORRESTRICTIONS. IF ANY, BASED UPONRACE COLOR, RELIGION, SEX' SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL
STATUS, DISABILIIY, TIANDTCAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF
INCOI\,IE AS SET FORTH TN APPLTCABIT STATE OR EEDERAL f/.WS, EXCEPT TO THEE)(TENT THAT SAID COVENANT OR RESTRICTION TS PERMITTED BY APPLTCABLE LAW,
AS CONTAINED IN INSTRUMENT RECORDED OCTOBER t4, Lggt,IN BOOKE15 AT PAGE
354.
NOTB AFEECTS THAT PORTTON OF PARCEL A DESCRTBED IN TNSTRUMENT RECORDEDAUGUST L4,I9Y7IN BOOK 1028 AT PAGE 597
49' TE'Rtr4s, CoNDffIoNS AND RESERVATIONS CONTAINED IN TTIE DEED RECORDED AUGUST 4,
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trrvtr Jq . z) L5i >bi zJ ltJ$>
ALTA COMMITMENT
Sctrcdute B-2
(Exceptioru)
Page 22 of 27
Our Order No. GW246956
51-
52.
The policy or policies to be issued wilt contain exceptiors to the toltowing unless the sarne are disposedof to the satisfaction of the Company:
1997 TN BOOK 1028 AT PAGE 59".
NOTB AFFECTS PARCETS A AND B
EASEMENTS AND RIGHTS OF WAY FORTIM LiNTNT]ERRUPIED ELOW OF TTIE ROARING FORKRIVER
NOTB AFTBCTS PARCEIS A, B AND C
ANYADVERSE CLATM BASED UFON TIIE ASSERTION TTIAT:
(A) SOME PORTION OF SAID LAND TS TIDE ORSUBMERGED I.AND, ORTIAS BEENCREATED BY ARTTFICTAL MEANS OR TIAS ACCRETED SO SUCH PORTTON SO CREATM.(B) SOME PORTION OF SATD LAND HAS BM{ BROUGTIT WTITIIN TIIE BOUNDARIESTHEREOF BY AN AVUTSTYE MOVEMENT OF TIIE ROARJNG FI}RK RTVER OR TIAS BEENFORMED BY ACCRETTON TOANY SUCHPC'RTTON
RIGHTS AND EASEMENTS FOR NAVTGATTON AND FTSHERY WHICH MAY EXTST OVER THATPORTION OF SAID I,AND LYING BENEATH THE WATERS OF THE ROARING FORI( RTVul.
ANIY ADVERSE CT-ATM TTIAT THE EASTERLY BOUNDARY OF SAID LAND TS OTIIER TIIAN ASSHowN oN SURVEY NUMBER g7o42.os DATED JLrNE 7, zooo PREPARH) By HIGHCOUNTRY ENGTNMRING, FRANK TIA RRINGTON.
EASEMENTS AND RTGHTS OF WAY FOR INGRESS AND EGRESS AS CONTAINED INTNSTRUMENT RECORDED JT]NE LE,IYTI TN BOOK 420 AT PAGE EE.
TERIVIS. CONDfIIONSAND PROVTSIONS OF REQUEST FOREXTENSTON RECORDED ruLY 11,
2OOO tN BOOK 1196 AT PAGE E56.
TE,R]V[S, CONDIITONS AND PROVTSTONS OF SECOND EXTENSTON OF PRELIMINARY PI-ANRECORDF,D Jt Ly [1, 2000 IN BOOK 1196 AT PAGE 869-
TER]\,[S, CONDMTONS, AND PROVISTONS OF SUBDTVIDEI(S AGREEMENT RECORDEDSEPTEMBER 11, 2OOO, IN BOOK 1206 AT PAGE 629 AND AS AMENDED IN INSTRUMENT
I'u'
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53.
54.
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r(utr Jq I z:) .l_5: )OaZs lUlJS Page 23 of 27
ALTA COMMITMENT
Schedule B-2
(Exceptiors)Our Order No- GW246956
The policy or policies to be issued will contain exceptiom to the following unless the same are disposedof to the satisfaction of the Cornpany:
RECORDF,D SF.PTEMBER 11, 2000, IN BooK 1206 AT PAGE 637.
5E. TERJ\dS, CONDTTIONS AND PROVISTONS OF PRF-INCLUSTON AGREEMENT RECORDEDSEFTEMBER 1I, 2OOO IN BOOK 1206 AT PAGE 640.
59' TERI\'f,S, CONDffiONS AND PROVISIONS OF DECI-ARATION OF GOLF FACILITIES RECORDEDSEFTEMBER 11, 2OOO tN BOOK 1206 AT PAGE 734"
60' TERI\'[S, CONDITIONS AND PROVISIONS, EASEMENTS AND RIGIITS oF WAy RECORDF,DSEPTEMBER 11, 2000 IN BOOK 1206 AT PAGE 748,
6l' TERI\{S, CONDHONS AND PROVISIONS OF INDEMNIFICATION AGREMENT RECORDEDSEPTEMBER 11, 2OOO TN BOOK 1206 AT PAGE 768.
i. 199/t?, coNDrfIoNS AND PROVTSTONS OF DEVU,OPMENT AGRmMENT RECORDED. SEPTEMBER 11, 2OOO TN BOOK 1206 AT PAGE 780.
63' TE'RMS, CONDITIONS AND PROVISIONS OF LETTER RECORDED OCTOBEROq 2000INBOOK 1210 AT PAGE 883.
U. TER]\,[S, CONDMTONS AND PROVISIONS OF ASSTGNMENT OF SUBDTVTSION RIGHTS ANDAPPROVAIS RECORDED DECEMBER. 12, 2OOO IN BOOK L?2I AT PAGE 745.
65' TERI\[S, CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED OCTOBm.17, 2002 INBOOK 1396 AT PAGE 980.
66. TERMS, CONDITIONS AND PROVTSTONS OF RIGM OF WAY GRANT RECORDED NOVEMBER?5, 2,002IN BOOK 1410 AT PAGE 7E1.
67. RESTRICTTVE COVENANTS, WHICH DO NOT CONTAIN A FORFETTURE OR R-EVERTERCLAUSE, BUT ONETTINGANY COVENANTS ORRESTRICTTONS, tF ANY, BA5ED UP6NRACE, COLO& RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STAI.US, MARITALSTATUS, DISABILTTY, TIANDTCAP, NATTONAL ORIGIN, ANCESTRY, OR SSURCE oFINCOIVM' AS SET FORTH IN APPLTCABLESTATE ORF'EDERAL I-AWS, EXCEPTToTHEEXTE}IT THAT SATD COVENANT OR RESTRICTION IS PERMITTED BY APPT,TCABLE I.AW ASl'
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ALTA COMMTTMENT
ScMuleB-2
(Exceptiors)Onr Order No, GW?A6956
The policy or policies to be issued will contain exceptions ro the to[owing unlcss the same are disposedof to the satisfaction of the Company:
CONTAINED IN INSTRUMENT RECORDED MARCH lE, 2003, IN BOOK 1447 AT PAGE SE4AND AS AMENDED IN INSTRUMENT RECORDED DECEMBER09,2004 IN BOOK L&6 ATPAGE 3.
68' TERMS' CONDITIONS AND PROVTSIONS OF RESOLUTION NO. 2004-20 RECORDEDFEBRUARY LI,aOO4IN BOOK 1560 AT PAGE 431.
69' TERI\[S, CONDITIONS AND PRovISIoNS OF RESOLUTIoN No. 2004-zr. RECoRDEDFEBRUARY 11, 2OO4IN BOOK 1560 AT PAGE43E.
70. TERMS, CONDMTONSAND PROVISIONS OF RESOLUTION NO. 2004.26 RECORDED MARCH02,2004IN BOOK 1565 AT PAGE 600.
JV.L) LUV)
LAND TTTLE GUI\RANTEE CoMPANY
.
DTSCLoSURE STATEMENTS
Note: P,rsuant to CRS lO-lL-122, nolice is hereby given ttaLA) The subject rear pmperty rmy be located in a speciat taxi4g dishiclB) A c-e rdficate of raxes Due listirg each taxirg jurisdiction ma5r be obtained tmm ttrc CountyTreasureCs authorized agent
C) The inforrnation regardirg special diseicb and tlrc boundaries of such districfs rmy be obtained tmmthe Board of county c-ommissionets, firc courty cllerk and Recorder, or the corpty Assessor.
Note: Effective September L, 1997, CRS 30-10-406 requires flrat all docrnrpnts received for recording or tilingin tlre clerk and recordecs office shall contain a oop margin of at least one inch and a letf right and bottomnnrgin of at least one lu.lt of an irrctr. The clerk and rt,corder rrny refrrse to record or tile any docunent ttratdoes not conforrn, except flreq arc requirement tor tlrc top nnrgin shall not apply to docrrnents rsirqg forrmon which spa'ce is provided tor recording or filirg inforrradon at ttre top nrargi;of tre docgrnent
Note: Colorado Division of lrsurance Regrilariors 3-5-1, Parryraph C of Article vtr requires ttmt ,Every
tide entifir shall be resporsiHe tor all rnatters which atrryear of record prior to tlre Eme of recordirgwhnever ttre tide entit5r conducb the closirg and is re-s'porsiHe for recording or tilirg of legaldocunenfs resulting from ttre &arsaction wNch was ctosed". provided rhat rlrd Title c;uaranteeCompeny conducfs ttre closing of tlrc imured t'arsaction and is resporsiue tor recording thelegal docrnnents from ttre transac[on, excepion nrrnber 5 will not appesr on tlre ovmer,s TIdePolicy and 0re l,enders policy when issred-
Note: Affirmative mechanic's lien lxotection for ttre owner nny be availaHe (typically by deletionof Excefiion no- 4 o[ Schedule B, Section 2 of the corrunionent from ttre owr*i" eoilcy to teissued) upon compiance with ttrc tollowirg corditiom:
' A) The land described in schedule A of this cornrri8nent mtrst be a single farnity residerrce whichirrcludes a condominir-un or townlrotse uniL
B) No labor or rnaterials have been frrrnished by mechanics or rnaterial-rnen tor lxr4roses ofcors&uclion on tlrc land described in ScHuIe A of this Commihnent within tlre post 6 nnnths.C) Trte Corrpany mtrst receive an appropriate affid&vit indemnifyirg the Compony ,gCI^t r.ur-filedrnectranic's and maferial-rrrcn' s liers.
D) Tlre Compny mrst receiye pqyment of ttrc appuprdate pemitnn
E) If there has been corstructiorg irrprovements or major reparrs undertaken on ure property to be p'rchasedwithin six montls prior to ttre Date of ttre Corrrninneng tre requirements to oyain coyeragefor truecorded liers will include: di.sclosure of certain corstrgction information; firrurcial informalionas to ttE seller, the builder and or tlre conbactori payrnent of ttre appopriale premirrn firltyexecuted Indemnity Agreernents satisfactoty to ttre cornpany, and, any additiorpl requirements
as nray be necessary after an exarnination of the aforcsaiA infor*atio.t Uy U* Comlnryr.
No coverage will be given urder any circrrrstances for labor or material tor which ttre irsuredhas conhac6ed for or agreed to pay.
Note: Pursuant to CRS 10-11-123, no0ce is lrereby given:
Tlfs notice applies 0o owner's policy cornmibnents containirg a mineral seyerance irstrrnentexceptior4 or excepiors, in Schedule B, Section 2.
A) TlEt tlrcre is recorded evidence tlnf a minerat estate has been severed, leased, or otherwiseconveyed from the surface estate and that therc is a substantial likelihood that a third partyholds sorrr or all interest in oil, gas, o0rcr minerals, or geothenrral enerry in tlre property; andB) That such mineral estate nray include fhe right to enler
"t a *" m pn"p".ty wi6rout Aresurface ownerrs permission
. N:thi"g herein contained will be deemed to obligate ttrc comlnny to provide any of tre c.veragesreferred to herein unress ttre above conditions are fufiy sarisfik
Form DISCLoSURE 09/Ot/02
Page 25 of 27I
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F.vr. Jq t a-J J-J: )o;25 ZUU)Page 26 of 77
JOTNT NOTTCE OF PRI VACY POLICY
OF
LAND TITLE GUARANTEE COMPANIY AND LAND TTTLE TNSURANCE CORPORA'T'TON ANDOLD REPTiBLTC NATIONAL TTTLE TNSURANCE COMPANY
Title v ot ttre Gramnrl-eacltBliley Act (GLBA) generally prohibits any finarrcial irutihrtiorq direcgyor throtgh its affiliates, trom sharing nonp.rHic personal information ahout you with anonaffiliated third party rmless ttre institution provides you with a notice otits privey policies
and Factices, such as ttrc type of infortnation ttuil it collects about you ard ttre categories ot
lErsons or en6ties to whom it rmy be disclosed- In compliance with ttre GIBA, ln* ut" pmyidipCyou with this docurnent which notifies you of ttre privacy policies and practices or Lana nUe
Guarantee Company and Larrd Title tmurance c-orporalion and od Republic National Tide lrsurarrceComlnny.
We rnay collect norynrblic personal inforrmlion about you from tlre followirg sou6es:
lnforrnation we receiye from you such as on applicafiors or o(her forms.
Infonrntion about your trarsactiors we secune fmm our frles, or frurn our aftitiates or odrers-lnforrrnlion we receive tmm a cotrsuner n:portirg agerrcy.
lnfornntion tlnt we receive ftom otlrers involved in your tr-arsaction, such as t1e real
estat€ agent or lender.
Unless it is specifically stated otherwise in an arnended Privacy Policy Notice, no additiornlmnpuHic personal infortmtion will be collected about you
We maJr disclqse any of ttre above intorrrafon that we collect about our customers or forrrnr
cus0orners to our affiliates or to mraffiliated third parties as permitted by law.
We also rmy disclose this infortrntion about our crstomers or fonner crrstomers to tlre following
$rpcs of nonaffiliated companies that perfonn markedng sewices on our bet6lt or with whom wehave joint rnarketiqg agreemeng:
x Finarrcial service providers such as companies engaged in bankirg, cor6lrnrer firuncg
securities and irsurance.* NoFfinancial comlnnies zuch as envelope s[rffers and other tulfillment service goviders.
WE DO NOT DTSCLOSE AI\TY NONPUBLTC t'ERSONAL INFORM{TION ABOUT YOU \ryTfHAI{YONE FORANY PURPOSE TIIAT TS NC[] SPECIF'ICALLY PERMTTTED BY LAW.
We restrict access to nonprHic personal inforrnation about you 0o tlrcse employees who need 0o
kmow ttrat information in order 6o provide products or seryices to yotr. We maintain physical,
elecbonic, and pmcedura! safeguards thaf comply with federal regulatiors to grqrd your
nonpubl ic personal infortnatioru
I Form PRIV-POL-ORT
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AfffiSgntue 4,8*,2
ATTACHMENT C
WASTEWATER TREATMENT ENTITY
TNFORMATION
. WILL SERVE LETTER. GRANT OF EASEMENT (SEWER LINE)
O OUT OF DISTRICT SEWER SERVICE
AGREEMENT
E,XHIBIT B _ ROARING FORK WATER AND
SANITATION DISTRICT RULES AND
REGULATIONS
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--2/ --'1"-L__-'
Louis Meyer, P.E.
LM:lc196O59AO7.5
cc: RFWSD
Larry Green, Esq.
le :::T::::: i.":::::.::r'.
October 17, 2OO1
Mr. Eric Tuin
High Country Engineering
923 Cooper Avenue
Glenwood Springs CO 81601
RE:Roaring Fork water & sanitation DistrictlRose Ranch Lift station
Site Apolications
Dear Eric:
The purpose of this letter is to confirm that the Roaring Fork Water & Sanitation District will
accept the wastewater from the Rose Ranch Subdivision PUD. The original Site Application
for the District's WWTF contemplated service to Rose Ranch. Rose Ranch was included in
the primary service area for the WWTF, and the plant was designed for this capacity. Further,
out-of-district Service Agreements were reached with Rose Banch and was a requirement
from both Garfield County and CDPHE for approval of the Site Application. The District has
been working with Rose Ranch on an Annexation Agreement for both water and sewer
service.
The District's plant was designed as a 32O,OOO gpd plant with a first phase of 1O7,OOO gpd
currently built. The plant is experiencing present flows in the 1Oo/o-15o/o capacity range.
Therefore, there is plenty of excess capacity to serve Rose Ranch.
The District's plant is currently meeting all parameters of the NPDES Permit.
The Rose Ranch development has made a payment to the District as an up-front tap fee,
which will pay for an expansion to the WWTF sufficient to serve the demand from Rose
Ranch.
I hope this letter will serve as the attachment that is necessary to the Site Application. lf you
have any questions, please call.
Sincerely,
SCHMUESER GORDON MEYER, INC.
CRESTED AUTTE
P.O. BOx 3088
cREt€o sffE. co 8 t 224
97G349-5335
u:97G349-5358
GLEN\,T'OOO SPRINGS ASPEN
I l8 w. 6TH, SUITE 20c) P.O. BOX 2 t 55
GLENWOOO SPRiNGS. CO 8I60I ASPEN. CO 8I6I2
97G945- r OO4 97O-9?5-6a27
FX: 970-945-5948 Fx:97c.9?5-4t57
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February t2, 1998
ITIAILED TO:
MarkBearu Direcror
Garfi eld County Planning Department
lO9 Eighth Street
Glenwood Springs, Colorado 8i60t
Re: Rose Ranch
Dear Marh
This letter will conlirm that the Aspen Glen Water & Sanitation District can ard will provide self,er
service to the proposed Rose Ranch derrelopment. Additionally, the developer ofRose Ranch rvill be
required to panicipate in the cost of any wastewater plant expansion which may be required to provide
such scrvicc.
Please do not hesitate to contact rne if you havc any firrther questions regarding the District's
commitmenr.
Very Truly Yourg
ASPEN GLEN wArER & SAI-IITATTON DISTRICT
Tirnothy Thulson
Ron tteggenreir
Larry Green
A5PEN GTTN WATEN & SAI{TTATION DISTRICT
9929 HiBlrw Ey E2 . Cortmniitq, Cotorado S1623 .
I w;;,,i#t P-3c7A'ozl3r;.ftrL[I
r\n OF 5 rltrn
REccRDFi ).-loo
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THIS cR.r,yT OF E{SE}IE}T is maCe *O 4:1i:f February, 1995, by aodbeipeen TELLER sPzuNGS Hourowx;ilXi"oGnou,
" cd;;;" uor.for.prrcfitcorporatlon (Grantor), whcse address is p.O,B";1i0-,i
ano espsx Crsx *eT ei allG^,,ox orHi*::T;:,t"1:tr :,:f?"Hi,'l*(Grantee), whose adcress i, SSi f. bunoq S"i. n+*l*p.", CO.
loiow ALL MEN BY TI{ESE-PRESENTS, that for and i!, ccnsiderarion of tbe sumof ren Dolla:s (s10'00);o u*ip]ia "oa i" rrrri., considerarioo oiG" keeping audperforrnance of the prourises and .t',r"o"o* ccocained berein, the sufEieucy of which arebereby ackaowredg.d, Grant"; ;; hereby ,.u, ;;;y aud quitcraim unto Gran:::, irssuccessors aod assigns, a pecnanent, log-€xciusive ea:euent as fo[ows:
1' DescEo'tioq of -Easemgnt Tire iascoreut cooveyed. hereby is a temporaryconstructioo eascsle't arty@ffi'*ia,1 .1. r"eiiur,.a by a?Sfooiwide pei,areureasenelt all as dessribed iu this oaraEaph- The .i.'.*.ot sirall be across tbe ccmmonoPeo sPacc parcel as depicted oo rh. P-[at'of rellerboriogr, rccorded october 1.1, 1991 asReception No' 428210'of the ,;ri. ;i;;a;;io'[j*., cterk and Recorder. Tse 50foot tenporary coosiructioo .aseoreot snan be locatJEr.y (5-o) feer west oi &e erstingI;:fJ,:: ifffi:l. abcrve ao."ft.J *mrno. oFcu space pryl. Tbe pennaaeot easeucsrpreciscr*.d;;;.r;:%:1ffi l#_""ffi rk*:xl:iHi*r;:":-ffi:hcrtr-ties to be cons*uctcd and iosdu"a ", iai oi"o.. of Grautee sursu.ut to t'iseasemesL At such tioe as thc installatioo *a *"H;;;iil;;d* are compreteaad the suwey is complete, tbir Gr"st of Eascoeut rn"u u" amcuded by a docuraeut s-gacdby aII paries hereto, *ni.b fu;;: corect legal descriptiou of the as-built hcilines and
*,:ffi:"";;:"u be tc/erve and oue-h lt (Lzv, feet ou eittcr side of the surveyed
constructinr,"n..'ff ;1,1'.ffi ;j'&qg;'"i"h#fi ilLiii:m;[Ift ;and renovillg a scwei tiui *J ii"
"pgt rt^tratrt Frts tbereof wer, rmder aud across thee-€E'eEt heeby .couveyed- such.sc*er lin. siat bc coostnrctc4 repaired, rncdified,taspected' aaistrine{ rcplaccd, snbstitut 4 reioca,l"i, o, reToned ai Grastee,s q,'l4rexpcnscju a good aad woihn"j&. r.n"nner, aod with;";;1;;.t?.ia as much aspgssrlle-auy iuccarcoieuce ," d" *ta9e riglts and any other interest iu &e easement aotcoweyq6 by thls gt'ant of easemect aad ,. Ia;".*i ri. p.op.r,y.
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by Grantee,
hereto shall
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ffi f:"r:::.;:"-*:*r-:f Grantee s emptoyees, conrractors and
i.f 11:13".J::l j::*",:lfj;i:;,iil.i.*,".riX:l,riii: j..::;,":,:t jff.iT'by Graotor foi access to the sarne-
ffi "* : ::';l :r"j r.'*:.1 l.':or : h ar r u o t b e d e e o e d to siv eGrantee.,.I*E}offi;;;'..,Iregttra[leoherebyshaIIuotbedeeoed'togive
assigns, shan haveti:ff:,:t,Tl I5-':::::y": c*"i." ]o-i ; successors andil"Ti: jl.li"lxt,:r:]:::::;?ffi ',f;r.[?,1.."#ilil;i",1i
tiit*f ;
j.:l::t3,Xi.fi l*t;Hli::qi#:rrix';:1.Tffi ::1.H1,,%,"X;tj:j[rffi;:'L::',H:*'r"i*j1i:*#:i:.[t;ii,rffi;*.T":";to t..trird parces-craotor's rignts ,o.,t-. *" .}'..,*jd::** tbe nght to assign.and coavey
to Crautec's rigirs cootainec hercin. Nothino hr..i- -rlrolet demised pt.-ir.s, subjec't,':."J::::T:::i*lliihi:,",*",$-'i'Hili[L1:H:T,'"':ffi u:[::':=I;:;;.i'ffi J:"';111i**::^:r-F'.::;il";;l'#r'1 j:'":#ff:ft
c o u rs e o f G ran te e'r fi
",li ti., ;,h ";, ;;; ; ;# i j :ftT }| *r"T; t: :, :
c,"o*l'ru"r,W lnou abaldoumegt of the eascmeut for a'y r..sci,
for Grautee, aud effitrI.#tjt",111j "-*.,r,e"1it., pr*.a i"-ri-".rr"reutby or
5' t"t* ?",*u{n' Graqtc: agrees to buqy aII pipelioes coostnrcted in &eeaseuenr at a sufEcient depth-ro compiy *iil "u .ppjidur. d;,s' i;;*L * zooing audl"'jr*r",;1;'*To '.rut.iorc""L.*. c.*t." i,rtua;-";;;';" j*iln ar piperiues
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=s*.T:11Trr1* l";; ;x: q lHfi' j:i,E EHI *1#3n: jitrHI eTlHBaroreuaace, repair, replaccoent, substituid i*t ili.oo, .od/or rems,ral o[ tbe hcr]itiespermittcd hereby, or its'usc "i,t].r*1.o,, i"a"airg,iut not lirrilgd to, restonldon of aIIsrface improrent:6- *"h ;--"d., @ucrete, resioiqtial imprweurenrs, or agriorlturalulling. [q the evetrt ef-"oy-nr"UJ&o pqrureut of the z',,outrt of srch danage stall bemade immedialet
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t;;"d;*/ d iru- u dL,or and Grantee cansot, by theiril:T*H'.:9at determiu. e d:t: o1*"t al-1go, tb"u Gr.otoila c.*,.e shalr
brve unde, "ppti""l1:[tt
litigatiou' for dercroioingtv n "h aauago ,1", they woutd,
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rorGrautee,audc.*,i"Giirfr'I"ir;:l:H[,eHiiJ,ilioo?r}_1,ifri11?;;
consructou' oraiurcoT*, t p"it oi luyval opoo,io*, redwiug all dcbris rczultiogthe;efrc/b, rcmortug "[ rtikJ;;d Portr that Grautio ,.v have cated to be put in tbc,s,ffi::#,flilSl:ffi i:s.1";T"*,:;{**i:h::*:*tg::3.Tfu,;is coonectiou with tnt ."t"-*."Ji-c.*,"" f"rr ,;;;g th" obrigatioos set forth h thisffiTJ* ,r?::lffsrees to reLturs" c;;;'io. in. *., ""i*.h remc'al and
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Grautee sball have the right to cross:ffiift ;T::!Hirf::jx:I;fi
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d'..t o i. au suct r. o *. * p - ; r,il :?::ili ":,ffi i: ; Jfff;prior to tbe c;ossing.
9.t - In the cveut there arc waur, electrfcal;ffi;;:JIJiE;Xi,ffifrco, orover t[e eascm.nt mnr-,f L--L-- t1-_^- _th".,L.;.1.:*:..":ff l"1l::y,j_;;{"tr;ffi4I.;*1Io,iISf ffi
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#ilff ff xl;ff ;s*:::::i::*ll":*;a*;ll,'#'ffix:#HH;H'"iIil,*:,T,';;::#::::;:i::::.,-";,T:.!::y",jlffi $ffl'ltHH::fi I";
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10. fu Grautor, iB ncrtssor.s aud assigzs,shall uot * oG-orov. th"Git grautcd hcreby in auy mrnnc! wLich would obstructor irtcrfere *i,r c..ot'iii- *i .ri"r@;;'o]. t" righs grantcd hercuudeeNotwithstaading ari.thiug herci!; ,U" *offi-C.-a" is n-""..d-,: aod assigrs, asd,other o'rflleni of a righg-titl., or interest iu ue'aeurlsed prcrnlses, Eay usc t[e easemeutg]zared h-treby for any purpose so loug ;*.h -"r" d; Eot uureasouably intcrfcre wfthGraute:'s rrsc thereoe
-spgn*iry,
Jtio_* Iimitation, tte easeEaeut graorcd hercby may bewholly or partiaily p"l:4 f"uce4'sid;"[" -t;;*"* the saue{ qr othcr uuliues mayruo acress or be buried witniq &e eascuenl
11' NotiEcati-ou-to Gr-anior gf U-se of Eafnent Prior to Graateit coustruction,replaceaeo, or oro meut as grantcd hereby, Graatce
1!."J 8r'? :t l.t""t fo (lo)- {.n ""t* to Graotoi of ctt."'s inteut ro do tle same. TbePqrPosc of thir uotigc sna[ ue to allow Grautor," *Jioatc crrantce,s usc of t[c eascmiutsotat it E'ill uot unreasouabiy iuterfere wit[ GrantorsL of tle sartre. In the cvest of au
t-3'3T,3;ffiS?r1"e$f*:l not be ,"q"ir"d u"t tctephoo" oo.i." shal be si,"a
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LL Ag'eemsut tg Hold H?rmlesp. Grautee shalt iudeoni$ aod hold Graotorharmless frou auy *a.tr@G.hi;, eil,'"ryesscq liabilities, iucludiog, but
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4?C6a4 8-932 p-3ro ozlzz/gs 02:szp pG { oF 5
oot lirnited to' attotleys' fees aud cosrs (whether incurred befgre or after n,-t), which ."y["#ffi'*r?.tffi'"#.yf Ag:;-;1i*']i'l=ou,orthe.,.,ii-byGranteeoi
,*:T::",13:.0^ug."d:*, aud tcrms contaiued ia thrsSH:,,:x ;Hr#ffiliI.Hil:ffiffT:X[I,;&eir respe"tir. ,rr....so; .lr;i#
rycs HoMEowNEs .dssocrATroN
14' Mechaoigs' and other uens. Graotec sh"II iudemnrf aud hold Grastorbarraless &our a.rd.g@.;;;d/.r uatcrialm"ut tioos which maybe filed in couuecti& *irt rnrlilT::l l"ryGeratioo, inspeaiou, EainrcEatrce,repairing' rcplacemeo!*tto'"gs, ,=locatiug, .oai.r'or.rog of the perorinea faolities, or:,:'J:l',i"L*."oT1i;:.i:*f *H'.",i{Ij"...o,graotedhcrcby,audsbauGruscnrcbueostoberejeas"a*rina-,r,"y6)"."Jil:T::1fr
;:r.#'r."k;:i;:*[ii:Ti3*Ttllil:ffi l.:antt#;l;:*Gras,orroraoyanorulp.
To EA\ry ruyD To E.LD thc !a,e, together witb .aII aud singulaa theappurteuances a-ud prinTeges ttereuatoterooilllt, t"-:*lr" ,r,!r.G,ilip.nr,.r,,g, aoditl the 6tate' risrL'title, il;;;claim fi;;;It,u" said Graator]whethcr in Iawor ra equity, iu and_to the ;;;; t..uy -gr"""il',J
,n" ooly proper use, beue't asdbc'oof of the said Grautc.,-io-;';*ors and ass:g,,-
tle ooly pro'er u
IN WIT}IESS YYIII':PErrrl r
Eascurcst ,* ,rPaffiHfj;fffi: tas srecrrted aod detivered rhi< Grast of
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WITI\{ESS ury Land aad o6cial scal.
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O UT.O F.DISTRICT SE,il.ER SERVICE AGREEMENT
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s.!r,=:1i],*,:::",?l'"Ti,,[::]#)ffi :*.*til.:".1n*i'6ffi '##PARTNERS. Lm. gncoe,).
WITNESSETH:
WHEREAI &" District is organizcd pursuant to Title 32 otthe Cororado Rcvisedstatutcs to' inter alia, own and operai. . ,.gion.l wastewater rrcatrnent facitity to providewaste\vtter rreatmcnt' service to propcrties withiu is boundari.r, io"iu-;;flu" n p.n GtenPlanned unit Dcveropmear (iArp:ii 9l:n-)..;l ; ,r"0"** outside its boundarics butwithin a defincd 'service Area' .nd "n 'gxpina.a s"ri'"lnrea. of thc Districr, all as shownon Exhibit A, attached hercto and incorporared hereinby tbis rcfereuce; and
WHEREAS' Rose is the owner of certaia undeveloped real property lyiugwithiu thcExpanded Servic-e Area of thc Disrric, ir-d.;;".:;;lri""$ of Aspcn Gren (bereinafter'Rose Properq/)' The-lot.-Property is dJscribeiir-e.litir B, artached hereto indincorporated hcreio by this refcrcoce; and
4'rv'L u' aLL<rLuc
WHEREAS, the District aod AGGp, tbe deveroper of Aspen GIeq have by aseParate agrecmcntcootracted for the Djstricis e-cguisitiou of . *"sti*iaio=*ent plantsite,,and AGGp's constmction aod dedicatioo
"f i;;J6isuist fasilities; aud
*HEREAST g" Distrist pursrSgt ro c.R.s- $32-t-tmt(rxk) has thc porer tofuruish serviccs and facrriti.. *sid. of its bouoairio" "ra
WHEREAS' thc parties hcreto-dcsire to 3pr"ss-thcir agreement concerning thePrg'eision o[ sewcr and wastewatcr treetnenr servicc to tlc Rce property aud aoy otb,erproperties capable of bcing scrved by the Distrlcq nos..iparticipatioo ia the erpaosiou ofthc District's wastcwat"r ue.uneor it*g .oa ,.Ltii'r.*o
Now' THEREFoRE for and ia coosidcratioo of tte grutual promiscs andcqt'enants containcd herein. aod otbcr good'aod valuable coosidcration, thc reccipt irndadeguaclof rvhich is hereby ack,orredie( rhr;.J;;;r* as fortor,s:
Plao! Peigg. Tbc Dis&ict scrvice plan, as approved by Gar6eld counry.
l]*d.:: for a regioaal waitcwarcr treaureot pfaatwhich will bc coostructcdrn mutupl.e qbr*1with au ultimare total desigu capaqity of 600,000 gallouspcrdav (spd)'0r2000 EeR (300 gpd = 1EdR),ina'*hi"b;rid;i"t*
wastewater trcatrneut scrvicc to the scrvice .r.a La elpaudcd scrvicc 6eaas showu oo Exhibit A However, for purpQccs of calculatious undcr this
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Agrcernent only, and without limiting the actual ultimate capaciry of tbe plantor the actual levels of scrvicc tbat miy bc crrended;,h. d*c irroperty, theprrries shall assume. the u ltimare capacity of thc plaut is 320,0@ gpi. oi ioooEQR. Phase I of thc plan( as iropor"d io ibe Disrrict Scrvice plan, lsplanned to have a capaciryof to6,80o ppd, or 356 EeR. iuture phases of thcplant will be construcrcd and Fia-for pursuaoi to the rerms of thisAgreemenL
. AGGP is reguired ro consrruct
at is expense the scwer lines aad wastclrater trearment faciliues occcssJry to
servc Aspen GIen. and to convey such facilities to the District, as descrriedin the Servicc PIan and as rcquired io the Coostruction and Reimbursement
Agreement betwccn AGGP and the District, execu ted of cveo date herewith.
Aspen Glen ar full bu.ild outwill require a servicc level of approxirnately 638EQR from the Disirict wastewater keatment plaor. or appioximately sixtyperccn-t (6a7a) of thc planr's assumed ultimatc capacity of 1066
'EeR.
Thcrcfore. approrimately a28 EQR, or forty percent il}fil, of thc assurncdultinrate capacity will be available for use on properties turrenrJy locatedouside thc boundarics of the District- NoMthsianding the assumptions
under this Agrcemen! all plant capaciry over aud abovc tie needs of Lpcn
Glen, as outlioed in thc approved Serviie plaa and aoy amcodments tbcreto,
shall be avar-lablc for scrviie to tre Rose property. suiject to tle terms aqd -
corrditions of this Agreeoent, and tJo auy othcius.i *hoso property is capable
of bcingsc_rv9d by the District, subjectio other applicabla "gi".r.ot This
service shall be ou a first-cornc, first-scrrcd basi:, irr..p".t'"" of any existing -'
cstimates of &e number o( EQR tbat aoy user or property to be scrved mai
require.
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C' Servicc to R-osc Prgoerty, Wastewater treatmeot servicc to the Rce property
will not b.e througb existing District collectiou lineq bur will be Oircctly inro.: Iines at the District wastewatcr treatment plan sitc, or into the plaotirsclf.The District hereby couveyq effcctive upon approrJ of the Enal plat
dcpictiog such ascmentr lo Ros€, bis snccesrcrs, ina assigns for thc_l9ngq!o-rtu. t* ptopcny. the non-erclusivc right o coustrucq eot.rffiiiirtain.repar. aocl replace. scwer lincs rud all appurtcoent hciliticq to District
engineering-spcci6catioo$within thc Disuici'i*astc.r"ter trcatmcut plantsite
for conucction to lines or plant thereiu, rnd to uulize capaciyiu sucb liocsor plang all srbject to the tcrms and conditions of this .{grceL""ttrL- L C"t.i Rose shall have the right to
obtain scwer JlT*t"-ater treerncnt."rri.e ond.iGislA,trcencot for thc Rose propcrtybp (r) purchasing cxisting scwer plaot capacity, if arailable under the tcrms of tnir *
Agreemcut' aod (b) participating iu tbe fioanciug ail consruction of a Phasc o[ sewer plaut
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chpacity exPansi{co Pursuanl !o the terms.of this Agrccmenl Rosc may clect to utilizeeither, or both. rnerhds of obtainint scrvtce rs providcd hercin.
3' Purchase of Fristing caPaciry. If Rose desire-s to purchasc eristing capacityfrom thc District's wastewarcr treatmeffinL he snufiittify rhc District of thc amount ofcapacity desircd, and the property to bc sirvca tUgr"Ui- Upon such norice. rhc District shalldetcrmine whether capaiirl is availabl" ror pir"i,""".-as protacd in pangraph 5- Ifcapacity is available, tbc District shall mak; the rcquestcd cap-acityt or a'y arailable portionthereof. available upon Rosc's pa;rment of a ho n.ta pr.ot Capacity Fec for each EeR ofscrvice desircd' The appropriaL i'ro Rata Plaot c"p""ity n." ,i c"l"riri;i;;^"ant to tbisAgrccment shatl be paid io thc Disrrict prior ro ihe iartier or, trl "ltnon o[ suchcapacity to Rose. or (2) actuat connection. rr,. pro RrL phnt c.p*it'i; shall cousistof.thc sum o[: A cgnungg Flement Sur-cbar&g ., a"ir.a in paragraph 3.A.. below. andcalculatcd Pursuan( to Exhibit c=ttr.h.d h;A and incorporated hcrein by this reference;1lusanasdefinedinr.'.goph3.B.,bcIow.andcaIcutetedpursuant to Exhibit D. attached hereto and incorporated'herein by this reference, subjectto thc maximum limits providcd in Paragrapb 3.C. betow. Exhibirs C and, D conuin theformulas for, and illrrstritions of. thc coi'mon aG;;,:urcharge and thc Adjusrcd ptantInvssknqnt Fee cornpu.t",iolt: The parties shall utilizc aqd bc bound by the formulas andcornPutation methods in Exhibits cind D, at zucb tirne as final .oriniri., are availablefor calculatioar
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(1) AGGP bar committcd to constnrct.ar irs cxpeDse phasc I of theD istrict's crastcwater hea tmcnt praut Ar;# ;i such constructioo,AGGP will cosstruct snd iostall certaiq pd;i-faci]i,i.. wbich will beuscd in com'oo by residenrs of Asd dr.o "ra orbcr Districtcustomcrs outside..Aspcn GIea wbo utilize plant capaciry io pUase Iand also c.rpacity mid" availabre io *ui.qu.i, pt"... of prantconsructioo. The plaot facilities wbicb acbp wr-ll coostruct andurhich will be used by otber properties oursidc Aspeo GIen arereferred to hercin as'common Elements.. AGGishallbe entirted torecoup from thc otbcr usen o( thcse conrmon Etementr each uscr.tproportiooate sharc of thc costs of the common Elcmenc through thicoustructiou and ReimbuncmeDt Agrecment bctweeu AGGp and theDistrict of cveo datc berewith. Foriacb EeR of capacity iu phasc tof the wastcrrater treatmenr plant purch."oa uy Rosi, Rosc shall pay.- to the District as a phasc I Commtu Element surcharge bis pro itisharc of the actual incremcnlal construction costs o[ common
Elerneuts benefitting propcrtics outside Aspeu GIeu.
(2) 'The Pbase I Cororuon Elerncut Surcharge sball bc bascd upon achralincrcmental Coostructioo Costs iu"uneiby AGGp ia constructioo of
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the Common Elemcnlt as ccrtilicd by AGGP ro the District togerher
with supporting documentation including specifically but without
limitation construction contracts, change oidcrr can""led checks, rnd
lieq waivers As uscd in this Agreemen( the term 'Constnrction
Costs' shall mcan actrral 'hard sosG' incured for engineering fces for
preparatioo of constructi& drawings and bid docuircns. .-nd labor
and materials. but shall not include'soft costs." such rs permitting or
lcgal fecs. AGGP shall providc to Rose for review and approvat-rhe
ccrtification and all documentation submined to the Disuict ExhibitD conrains, in additioo to a formura aod computation, e list of
Commoc ElcmenLs currently aoticipated to bc constructed as part of
Phase I construction- Said list shall be the basis for thc calcutation of
tbe Phase I Common Elemeor Surcharge. AGGP will cxercisc good
feith efforts to refine the ueatment process in order to rcduce costs
and reduce thc costs of the facilities described ia attachmeot Dl.
Upon such refinemenL and upoo the prepararioo of constnrctiou
drawirtgs, tbe parties shall negotiate in good faith any necess.rry
reallocation or adjustment of the Phase I Commoo Elcmcnt Surchargc
and shall amend this Agreement as oecessary based thcreon, In no
cvcnt shall the District. cbarge uor shall AGGP recoup, Common- Element Surcharges, exclusive of iqterest iu cxccss of tbc toLal amouot
dctermincd due based on thc actral Couskuction Costs certified by
. AGGP to the District. The Comrnon Elcmeut Surchargc shall accrue
interest as provided h Paragnph 3.8.(?) bereof.
B. Adiustcd Plant Investment Fca An Adjust.a fUot Isvestmcnt Fee shall be
cbarged toRosc by the District for each EQR of capacity purcbased by Rcc
iu Phasc I or any subscguent plaut expausiou iu *il"n Rosc is oot e
Participatint Party, as de6ned herein- Tbe Adjusted Plant Isvestment Fee is
intended to compensate AGCP (or any otber'Participating Party) for tlc
actual constnrctioo cost of facilitix attributa6le solely to Phasc I (or any such'
. subsequent plant expansion). The Adjustcd Plant [nvesunent Fee shall be. based upoo the total Coustruction Costi less any Construction Costs' attributed to Commoo Elements, dMdcd by the number of EQR for srch
Phase. This base amouot shall be adjusted by the premium refcrenced io
Paragraph 3.8.(1), and interest referenced in Pangraph 3.8.(2). Actrual cosrs
incurred in constructiou of Phasc I (or any subsequeut plant ocpansion) shall' be certified by AGGP (or all Participating Parties) to tbc District together
with nrpporting documeutation iucludiug specitically but without limitation
constmctioo contracts, change orders, cauccled checks, aod lien waiver-
AGGP (or all Participatiug Partics) shall prwidc to Rsc for revicw and
approral the ccrtification rnd all documcotatioo submittcd to thc District
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(1)
^lSurcharge. Notwithstanding aoythint above to rh@
lJl"l Il:ye:t Fcc and common dr"r"ot Surcharge charged to Rose forthe purchase of any plant capacity in ph;" r *.u iJiJxce.o the foflovingamounLs. as absolutc limits:
As part of the AdjustedPlant Invesbnent F"e, Ros- shaffiy . pr"-ium equar to *.otype5c-nt' Q0qo) of the Adi]srcd piarir [or."rn"ot Fte as iniriellycalculated bascd on achral Consuuctioo costs *,ithout tbe addition ofany interest- Thc premiuo shall not accnrc interesL
Intcrest. Rosc shall pay iotcrcst oo thc conrmon Element Surcharge
a-nd the Adjusted Plast rnvesbreot Fcc (oot iocludint tto premium
thereon). from and aftcr the date on *hi;h u. *asteJ.ter treatmentplan( Iand, and all line.s are conveyed by AGGP ro rhc Distric( rt a
ra-te equal to the rnonthty average prime Ratc as establishad by cbaseManhattan Banlq Ncw Yortc, New Yorh prorrided, hwc,rcr, that in noevent shall interest paid hcreuadcr excced tz% per annum for auy
year.
For thc period cornmcocing Jauuary 1 of the year.folloving the ycarin which tbe wastcurater treaEncut plan! Iaod, and a[ Iincs are
conveyed by AGGP to the District, to and includiog December 3l of
the year 10 yean folloring zuch par
Adjusted Plaut IuvcstmeuL Fcc: . : S4,5OOCommon Element Surcbarge: ,S{SOO
(2) Thereafter: - I L' o*
Adj'usud Plant Invcstment Fee: t5,625
Conmon Elerncot Surcharge: tl.g7l
l lncrelse-of SevyEr Eliot c-apaciv. Irrespcctiv. or *rof;--ffi" f,*Trrtr*"aany uisting cepacity frorn the District'wastcurater teatmcot plast, aud inupeaivc ofc'hethcr aay uuuscd capagity remaios ia the existing plang Rci enaior AGGp shall havc
S-t-1*::it.lgy 919:Tuest atr iu"reaseir.*asro .ar,cr Eeauneo, pr"ot1rp."i,y-*:.L,gf;:;di.;i#;["';o;";6"ft frtrfr1"1?S11,Tn:"&ffi
County, or
the Distict fiods it acccs*rry or
AGG
EBoror lle uulmct nods lt occcs&lry or desirable to have thc Di1g.ia's wastewatcr Eeatmentplant cepacity incrcased, it(tn.y) may demand sucb incrersc b rbc follorring procedure:.
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A' Request for Expansion. The qlrry. requesring expaosion (rhe ,Iniriating
Party') sball provide r*rittcn notice uy register?a o, cenificd mail. returnreceipt rcquestcd. to the Dislrict a..{ a[.xiiting and potential (as dctcrmincdby the Disrricr but which shall inctud. Ror. i"i nocptfid;ring parri.sof its desire to havc the wastewater trearm.oi print capiciry in.reaica-
ncgotratron by particip4ri_ng partigs. withiu 30 day: of tbc tMng of such
i?li:: ::l_l1l-i:*i,ing s, cril,ouce sb ail ra";i"- iL " rni ria tin g party
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whether it also desircs an inclreasc in plaur *p..ity. A;r./';:'.;;;g'r#
noti-ce. does.not respond within 30 diys, it shall bc deemed ro not desire to
Partlcrpatc rn thc increase in plant capaciry. Tbc Initiating party shall thencstablish a date, time, and tocation foi a joiot,n..,iog, -ithin 60 dap of thegiving of the norice ,o.]1" Disrrict prozidica io e"r"gilpn +.e.. abovq, of allp:t:i": providing an affirmarive respoosc. Ar rhis;&nirneeting. the partiesshall deterrnine the approxirnate incrcase in the pi.ot capacity rcquired bycach party, and the total required iocrease in capaci.y. a, such meeting. thcpartics shall also dctermine the numbcr of EeRs to be allocated to eachparty from the increased plant capacity. aod thi f"ru.r rt "ll authorize thepreparatioo, within a reasonable time, of a report ty ti . oirrrict Engineer toshow the exact amount ct tbc increase, the facltitics to be "onstrucled as part
1f 1ch expansion, the cost and capaciry of such facilicieq aad relatcd matters.Each party rcquestiug capacity siriil rece;ve a copy of the cugineering reportEngineering costs a.sruing to the District ia ttJ pr"pio,i""o ; *.ii ,Jp";shall b_e paid by each part| in the samc proportioa as the capacity requeste.d' .
by cach party bcarr t" tl" total capaci.y r.iu*.a ty "ri parries
Financing C-ogrrniunenl Tbe District stall establish a date, time, and locatioofor a sccon! joiut leclng:f 6: parties to bc bcld witbin thirty (30) dap of
lccl?t of t}e District Engincer's r.porr At srch ,..,ing, tt,i i.rri., iu.ttlinalize and approve rbe eirgineerinj reportr ttr.
"ru.rrotat required increasein capacity, tlre qact ,o.ouit of capicity, expresscd in EeRr to bc allocatedto cach pary,and the estirnatcd.ost.llo""ui. t" *J;r,, Each party shattthereaftcr have sixty (60).days to prwide to tbe oitil.r (a) rhe necessaDrfinrncing for the coustnrition, pd (!) satisfactory gria"nce of srch finaocing.AII cost allocations shall be reduc.i'on a pro rata basis for any gmnt receivcdfor conlt'ctioo or simitar purposcq aod' oc amount of aoy grant shall uotbe included in the catculatioo'or tu" Adjustcd plant Investmeat Fce. Eachparty making the fioancial conimitmeuts set forth berein and participatiog in
::*l*:,ion oj a plqt expausioo shall be rcfcrred to bereia ara participaling
rarty. At such mccdog, thc partics shall discuss aod agree oo whcthei uona
or other public debt finaugiot may bc made available tb-rough the District forconstnrctioo and, it n:ch-financing is or may be availabtel tle parties mayreach such agreemcab with aud througb tle pisrict es may bc ippropriateto obtain such finrncing.
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Proiect control. once each participating party has arranged for finaocing,the District shall procced to negotia[ ;r; ;;;;'a[ conrracts forconstruction of the ilclcald.prant capaciry- F.xcept as providcd in paragraph
4-1. hereof, thc District shali bc rclely rirponrible for construction of thcexpansion projcc! and the other Participatiog f.rii"i rlurr .*p.rate io rheconstrucdon pjocesst includiog revilw aod apirovar of a[ change orders. A[Participating Parties shail have the rigtrt to make inrp".tions-as they deemrppropriate and to bave full access to th. DistricCs Uol1", recordq contracts,rnd other documeoratioo rclating to tbe cxpansioo project To facilitateinspections, the District sharl reguiarry apprise tbc particip'ating parties of thestatus of the project
(2)
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E.Costs o[ Expansio-n.
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The cost of construction o[ any phase of plant capacity cxpansion shr[be allocated to and paid by iach partiiiparing'y^r$ uy ai"iaing rh.total consrruction cosrs of the phasc by ir,. ofo,t.r'oi'EeR createdin such phase aodmurtiprlng thc resuri(cost f"r ecin "f capacity) bythe number of EQR r.r.rr"i to cacb f irtic;patirg f"r.y. frf.,dii (
attached hercto and incorporated herein by tbis ref-erence, contains as .
illustrative computation of thc alrocatioo of futurc plant expansionconstruction cosrs. The_parties sball uh-lize aud be bound by theformula for co_oputatioa illustrated in F:hibit E, ar such time as 6nelconstnrction costs figurcs are available for calculations. Thesc costsshall bc determincd and altocated by iuscrting th" i.ur.r figurcs for
"1* ".p.ryiou into the Formui"
"rrd compuritioo f*;" Alocatioqof Futurc scwcr Plant Expausiou cosrs,.dcscribed iu F,xhibit E-
In addition, at the time of substantial cimplction of consrnrction of
eacb- next- expansioo or phase of the wastcwater treatmcnt plan! thcparties other tbanAGG-P participatingin such erpansion up-to a toalp.lant capacity of 10.000 gpa 1i,oee ionl ,rrari f"y L the District-that-proportion of tbe total rimaining-pfiar. t bJmmon ElemeutSurchargc due to AGGp rs thc op"Ii.y of tbt Eext cxpaosiou orphase consrructcd for rhc bcncfit of such i.ni.+ .xprescd in EeR\bears to 426 EQR^For ctamplc, if thc iext phase'"onst^.tod *rere
3-56 EQR. aod AGGP participited in such ph""c b th; cxteor of r00EaT, tbc partics other ttran acop partilipa.iog io tbc expansioa
.-y91lo pay to thc District a comnon Er..iot s-urcbarge equal ro
u61428 of the total rcmainiog.phasc I commqn Elcrn.oi sur'chargcduc to AGGP, aud thc District wourd reimbursc such amount io
lcg! pu^quauf to the Coostructioo and ReirrbursemeotAgrccmenl ..
B"l Participatiog Pao otter than AGGP sha[ pay its pro ian share"of the total auount due, as determincd by ,uitiptying tbe total
LdAtlEliltn1;1rlltrnry:( ltit .-7.
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amount due by a fraction having as is trumerator tlc anrount o[
capacity each Participating Party bas rescrved and its dcnominalor thcaAo!lt of capacity rescrvcd by all parricipating partics orhcr tbanAccP. (For cxamplc, if Rosc was a participatirig party to the cxtenr
of 200 EQR in thc above example, it wouid pay i9 p"i."nt(797o) of,
thc total arnount due). Ttl intenr of this pro"isiou is thai AGGp
recoup all of its Construction Costs for Common ElerrenLs constnrcted
in Phasc t by the timc total plant capacity is 1066 EeR (320,000 gpd).
G.
As Part of anY increase
in ,\" ca-pacity of the District's wastewater treatmEt ptaof all Participatiog
Parties in such expa-nsion, including Rose. are aalcipaied to construci
Common Elemcns which will be used Uy partiesl"ho do not participate io
such- crpansion, but who receive servicc-from subscquent it.r"r- The
Participating Parties constnrcting Cornmoo Elcmcnts shall recoup from tbe
District through Comrnon Elernent Surcharges thc Construction iosu of tbc
Commoo Elemeots. common Elcment suicharges sha[ bc charged by the
District to non-participating parties purcbasiag-capacity in such- phasc or
participating in the constntction of subsequeoi phises.- The District shall
assess and coltect strbsequent Common Elerneut Surcharges in such a man[er
that the Panicipetiug Parties recoup all of thcir costs io-Cornmon Elcmcns
constructed in sucb phasc by tbe time plant capacity bcginning with thatpha-
reaches 1066 EQR (320,0@ gpd). Thc subscqueit common Elimcat
Surcharges shall be calculated in a-manoer sirrilaito ttrat desczibed for thc
Phasc I Cornrnon Elemcut Surcharge and Exhibit D, shall bear interest, and
shall bc bascd oo actual Constuction Costr as certified to thc Districttogethcr witb srpporting documcntation. Jo the extrnt Rmc is aot r
Participating Party in a subscquent phase, Rosc shall pey a common Eternent
Surcharge for cacb EQR of capacity it purchascs &osl tiat subscqucnt pbase-
ft] 1lscluent common Element sur.harges shafl also be charged on a per-
EQR basis' and shatl be paid by the District to the Participatiig Partiei oo
a pro rata basis at thc time plant epacity'iu the applicablc subsequent phasc
is purchased from the Districl
Dispute Resolution. Is the erreDt tbe parties ere unablc to agrec upon atry
matter described in Pangraphs 4A through F- each party shall sclect au
eoginecr to represcnt its intcrcsts The sclcctcd engincers shall then appoiut
ooc cngineer, wbo shall provide a determiuation upon the uratter in disputa
I.9 ,ttE eveot this process of settlernent fails, thc partics agrce to settle srch
disputc by arbitratioo in accordaocc with thc nrles and icgulations of tbe
Arncrican Arbitration Associatioo. and thc dctcnnioatiou of thc arbitrator
sball bc Eual and conclusive- Aftcr resolution by au cugineer or arbitrator as
prwided iu this paragraph, the parties shall proceed as prwided io this'
Agrecmcut-
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H.Reimburscment Agrecments. Any Participating party shall be cnritlcd to
rcimbursement through thc District from other uiers of capacity or Common
Elerncn ts financed and constructed by thc Participating Party oo tcrms no lcss
favorablc than thosc of thc Coostruction eod Rcimburscment Agrecmcnt
beMeen AGGP and the District o[ cven date herewir]r; providcd. hovcver,
that nothingherein shall rcquire JParticiparing party to i.ri.. pay any of ir
share o[ the costs for any Common Elements or capacity it crcates
Reirnburscmert shalt be on tcrms no less favorable than thosc sct forth in this
Agrecment rnd said Construction and Rcirnburscment Agrccment and shall
include rcimbursemenL for Common Elernens through a Common Elemcnt
surcharge. acrual capacity rhrougb an Adjusted plant Investrnent Fee, a
prcmium, end inlerest. Each Participating Party shall bc provided wirh drafrs
prior to exccu(ion. and shall have the right to rcvicw for a reasonable time.
any rcimburscrncn( uscr. or cooncction atreemcnts for such capaciry in ordcr
to ensurc that the agreemcnt is consisteot with other controlling docurnents
and that adequate paymenLs arc required. Thc Disrict shall give careful
consideration to thc commeots receivcd on atry drafs and shall rerise drafs
as necessary to accornmodate such commcnts. Such rcview by Participating
Parties and consideratioo by the District shall not, hovcvcr, limit thc right of
the Participating Parties including Rose, to seek enforc,erneot of the terms of
this Agreerncot, to the exteut any such reimburscment is inconsisteEt
hcrewith, it bcing the inLent of the parties that Partjcipating Partics be third
party beneficiaries of thc raimburscment agreeqetrrs.
Required Participation, Rose shall be reguired to participatc in a Pbase oi
plant erpausioo if. at the tiuie srch cxpausion ir rcqu&ted by any party-;
purstant to Paragraph 4.A, above, Rce has then peuding an rpplicatiou for]
preliminary plan approal for dcvelopmeut o[ tbe Rosc pro'pcrry, whkh'
prwides for wastewater Eeatment scrvicc from the Districl
, tn addition to their right to
request an expansion of thc DistricCr scwer plaot a,pacity, as outJincd abone,
Rose and AGGP shaU have thc unilataral rigbt to increase tbe plant capacity
and obtain wastcwatcr trcatrncnt scrvicc without thc financialparticipation of
the District or rny otber cntity. Thc District hcreby cooveyq cffcctive upotr
apprwal of the Enal plat depictiog sucb eascmcul to Rose and AGGP a nor-
cxclusive eascmeut over, under, and across all propcay and easerngnts o*mcd
by the District for the purpooc of coostnrcting such axpanded plant capacity,
at Rosc's or'AGCP's sole cost Upoo constructiou, nrch expanded plant
capacity shall bc and bccome thc propcrty of tbe District The District shall
not allow anothcr party to receive wastewater treaEneot scrvicc from any stch
capacity constnrcted by Rose or AGGP, exccpt pursuant to appropriatc -
reimburscmcut agreemcnts as described above
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pr"t - ;" Disrrict shau makc service available roRoscfrom*@onrequcstpursuanttothcterm5ofParagrapb3;
provided' howevsl' that tle iinal'2o'pcrceni of .ny oxirting rotal pranr capacity sha, bcrescrved for the sole use of the Participarirg,,t;*i,:it., havc financed and consrmctedsuch capaciry' Providcd AcGP constn:cs Fr,"r.-i.nt acai*tcs the *o,.'a rhe Distric(it shall be dcemed the sole r.rtLip.ong-Parry i"-pu*" l. Notwithstanaing the abovercservation' thc District shatl t*.*J for siie ,eM"e ;;;" participating pany(ies) onry thcfinal ren perccnr (]gT]
"f ..ny .r;rtingro"ltr",.:;e*,b, once participating parties in thenext phasc of plant erpansion hare iommirted funds roi.trrc. "rp;;r;*'Ini "u necessaq,approvals to commcncc constructioo bave u""n -oiilin.a. If existing capacity rrasconstructed by two or rnore Participating Pafel 1i"y ri"ir share-any finar cipacity rescrvcdfor theirbenefit in the tttn. profJ^ioo as the initiai*f."iry "rro.jrcJi.li.r, parry bearsto the torat capacity a,ocatcl ,J *.i p;rrt6;;i;i*k
**:*, #Hlt#"*:.}Iitreatrnent services from the Disticr for tbc n"* irlpC.
A' + l:tt shall pay au intrastruchrre costs for cooacction ro the Di:tict'rscwet s)Etcm andwastewatet trealaeut plaot, i"arariilri-oiririt.a ,o &e' coss of intcrnal collccti.on 1i1,1.i...'rli| *-al joiot trunh inrerceptorlineq outfrll lineq lift stations,-other .ppu,1.o.nt collcctiou facilitics, and hisown administrative costs' rn ihe.r.nl-R*. oversizes any lineq tift srationsor other facilities in connecting tha iotJ-rroperty ro Disrr'ct facilities heshall bc entitJed to rccoup.o/.rifring cosb from thsc owners and customcrs.benefiued by nrcb *.Tilrq. F;; ib;pirp** Roae aad thc District shat!sxecute an appropriate reirnburscoent
"gio"r.o, consistcut with thc tennsen d p rorisiorii of previous reimbu *"r"n? .gr"e.oo r" roJ iii, eg r..mco L
Plans end specificationt. Ail :cwcr [incs and facilities on the Rose propergrshall bc coostmcred and iustalred io .."ordaucc with the District,s rures aodregulStioos iu cffect from time ; -,i.".
Upou completion of the finalengineeriug and dcsign plaos for feciritics os rL" Rosc iroperty, Rosc sha[fonrard these olans: *:p,:"", fogin".r, wh-o shall approve or disapprwethe plans witbiu thirty (30) days of r;?,unriuooabry*it*.ri.'ro'tr.'.";,;:H;fl lJffi::llffi;,,:l*"Xl;planl he shall by writteu notice ;Ro* specificafly dcscribc the reasons for
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his disapproval and the changes nccessary to make thc prans andspecitications accaptable ro thc tilrt i"i-iitt
" .r"ni-rtr. O-ist ;"t Enginecrand Rose are uoabte ro. reach .gr."-;, oo thc rcquircd ptans andspecitications. thc partics, trereby
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-i;;pproach
the District Board ofl":'fi ;f :'.r":,I::;ifii{#:t*;$:t'H,}if
Tjlffi;;specifications to provide t
and specifications.
c' Ch4nge grders' To facilitate cornpletion of the facilitics on the RoseProperty in accordance with ue rule! iiJ'r.grrarioas of the Districl Roscand his contractors and as^e11 may propose reasouabre change orderq andRosc shall provide tfte Diitricr no,,ti .riJ"-.opy of rhe samc. within three(') o't:,:r_ r].! resser period as may u" *q"ir.d under thc circumsrances,of recciving notice and a copy of thJ ";;;;.' ordcr, rhc District musr cithcr' ePProve the change order or ProPosc .n ait.rn.tive which will not result inunreasonable delay' If the District fails to appro,/e the cbange order orsuS8est en altcrnative withio tbree (3) drry. h'il ,ilpr}..a with thcchange- AIr approved change orders, i""i,ia,ng any change order deemed
;l#rTl rtJ$lff,,;:corporit'd into and become part or-thc agreed upoo
D' lnsPectioos' The District shall have, thc right to inspcct all facr'Iities and workoo tf,c lot: Itop"*y. prior !o dcdicatiSq
-to
cosurc corupliance rvitb thegrced-upon phns,aud ipecificationr n"l .n"ff rcimbursi the District for .the rcasoqablc,,actual,cosrs of srch il;;;;;,
E' .waran$' Rosc shall warrant au facilities conveyed to the District for rpcriod of onc (t) vear from the aate ttrai-ilosc r E"!il;;;i* in r*ritingthat the facilitiei have becn constructed and insralled in compliance with theagrccd upon prans and specificationr,
"nJ any duty deemid or epprovedchangc orderq which datc shall "rro'ui- t ,own as rhc ccrtification datc-spccifically, Rosc shall warral, 6"J .oy iii all facrrities convcyed to theDistrict sball be frce of auy defects i" ,lt"ri.ls or workmaoship for onc (1)year,
F-,. !
"Hffi,:"ig:Lr.sfJr,l:1 coustnrcB for conaection to the Distrtt'i *"rt"*otcr triaunent system and,"- phnq iucluding tut ooi riqtea-to .li'i"*i tru* Iiueg lift stations. aodindividual servicc lines- Thc Disuict *arf i.c.pt such dedication within thirty
!39) daYs-thercof, and title to auy dedicated facilities sball ba vested in thc- Districl Rosc shall also ereqrtei.guit-ctaim dcca to thebistrict conveying- lny iDterqtE hc has in such facnidex ;;d . bitt of s"to .onr.ying to thc
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.hury lr- rrt
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District such facirities' free rnd ctear.of a, tiens and encumbrances. Roscshalt prwidc the. District *ii-i'- u.n ;;;;;-'?;; a, contra*ors,subconrractors' and 3a.g1iar *jfii.o ro, *ori-inj'il^,orirr turnished inconnection with the facilities conr"yed.
co."rcyance o[ E.r.,rr.nu. Rosc tra[ by speciar warraoty deed convey ro thcDistrict non.rcrrsirul"l"n,"nt-n-.".rr"ry for the olrrct to maiohin,operate' repair, and reprace facilities located oo the no* rroperty. frec andclear of a, ricns. encumbrances. and utr" oJ"s;il courd dcfcasc thcDistrict's tirle, and any rirlc dcfecrs *i;"t, *JJift.li.,f,. Oir,;a.s abiliry touse cach .*",n.n,..:1r,l1lll.nd.d purposc. Rosc sha, and hcreby doesreserue rhe right to use fn common wi-ttr tire oisu.l"t "ry'Jrr.r.nu it convey:to thc Disrricr for ilelars and. egress; f";;il;;;ll;:res (provided rinespacing requiremcnts are met). a-nd any o_thgr purposc uot inconsistent withthc Districr's use. The Distri; th.ri;"riry RoL .irio ii"o ,o cxcavate eny
ii,i,1IiJ".o:lr*: r* "se
p rop e rty,
"
n a .r, iri ..i.-'"ii rr;, o n ab r c e ffors ti
convevedo,.,ouri,'n'::"r}-,*i:.I',!iT"r'"'r','",;l*:',1"*"tI;s..ffi,:
subjccr-to rhe obrigatior,-or tt,"-bitrict ro.repair and rcvegetate disturbedareas to a condition and grade substaatialryiio.,ir"rio-,h., which existedbefore the dishrrbance-
control of Facilitics once convcved ro ore Distict, aod subjcct to thcurarrantv provisions *l1.rypl f.*,
"borc
--,h;;Hct
sha[ bc rcreryrcsponsfblc for ooeratioo, naintenro€e, repair, and-rcpraccment of arlfacilities aod ""s"*e'rs on the Rose propcrty.which ere dedicatcd to thcDisrn:cr The Distri"r snai;t riiG* operatc tbc District faciritics, thewastewater treatmcnt q-tcrnr and thc sc*rei prant ln.q-oororricar manncr.and shall make repairs ioa r.pi.".;;;L to assure coutinuous operation. TheDistrict and Rose may execuL agrcemenB ro. tt" p..ro*ancc and paymentof maintentn.., op"r.tion. ,.p^ir, "ii ,.pr.c€rnerr of Disuict facilitics.6' scwer Sgrvicc cbartes-'
, owsg6 or customcrs on the Rosc propcrty shallupon pltpierl coooectiooGoffilar"l;; ;1.-iii"a, faclitries pay to tte Districtscwer scrvice charges for sucb o, fot-oper-"tioo and mainte'aDcc. The out-of-Districtliffir'"f lf ;t$*tilli#;;}.-:1*"*"U:l""irs0%).i,n.il"**r,,insrare
:[.trt"ix.',?cit*::lv,,rr:irn*i+#**dw,,:':;*r
sq€I and wane'*ai6r ficilities.-iio
"ornirire.,ion .oi'uuting of sarer and rrrasrewarerserviccr All chargeswithin th"b;;';t shall be separared between vatcr service and scwerscrvicc- Subject to thc out-of-OUG", ,"a", sc*"i scrvicc chargcs withio aod wi&out tbeDistrict shall bc uailonn-- Ar;-dttr;;ntial'raic;ifr';:*r.latcd sorcry and dircctry ro rhelctual scrvices rcndered
"nd i.oi".o. dt f-illrict se.rir. charges shalr ndjust
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automatically with rates in thc Distric( and shall be bascd upon thc in-Diruict rates scrpursuant to thc District's EeR sclrcdutc and rutes rnd regulaiions.
A' Liability for ServiEe Charees- Thc owtlay of thc propcrty scrved and/or thetuttTlt: as-providcd by the Disuict rules and reiulitions, shell bc liable tothc District for paymcnt of our,ofbistri"t scrricJcharges frqn the datc ofphysical connectioo of an individual up, irrespective of Jhcthersewer serviceis prwidcd at thc timc of connectioa-'Statemcnts for out-of-Districr chargesshall bc prepared and mailcd iu the same maoncr as rhose in-Districr
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Cglu/Charges 4s Lier-r- Until paid, all out-of-Districr charges sball constitute
:.t]* on or againsr thc propcrty served, aud such lieu may be foreclosed inthc rnanner piovided by'law.
C' Avaihbility o-f Sgqvice.Charges. Ncithcr availability of scrvicc charges norstandby fces shall be charged within tbe Rosc propcny.
D' Qther.Feeg- Uscrs and customers within the Rose property shall pay onlythosc fees' srrcbarges, and chargcs exprcssly prwidcd roi in ir,is egi..rnen(unless said uscrs and custom.ri.gr.i otte'rwise. -.'-''o'-'
9.o n discrimination. Rosc an d owners
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orcu5tomersonthcRoseProperty^.shallbc6@Distri.ctrulesaad
::*:1.*t-:-11_lT: :r.,io ;f\t rrom tirne 6 fi","- Exccpt for thc qrt-of-Disuist
scrvicc chrrgcs ns cstabtished under this Agrecmcu! &e iffifiH.#iib-c subject oulyto tie sarna nrlesand regulations as h-Dis-triJ;rd;;; and the Districr shal adrninisteris rules rud regulationi vis'a'vis tl. Ro* Pr"'t "y;ili ,ooaiscriminatory menncr.
.^..-r-rj:- ^ +gI The District shalt uot cxtend scrvicc to other properties ousidc irsoounoanes on terms morc favorable tlran those set forth hcreio, and in the cvent of suchcctlcncl this Agreement shell be autooa-tically amcnded without furthcr aAion by eithcr
Party to re(lect the more favorable terms. Neither tr. pit-*ii";;-aA; lhalt entcr intoaoy agreemcot inconsistentwith thc trrms aod cosditions of tbis egreemcur
11' Transfer of CrPacitiegTap. If Rose bolds rcserved scwer pleot cepacity byvirtuc of its stet.s 5 " r11ti9ig"ti1ffirry is " pr"oi expansiou, ir shlll bo entittcd to
13nsfe11ch-capacity to third partia or tcnns of rcimbursemeut no lcss hvorablc thaaInosc sdt forth in this Agreement or in thc Coostructiou and Rcimbuncmeut Agrcemeut
l![e:LloGP 1u*tho Dist i.t No raosfer strall r"qt i: tbe prior approral of the Disuiaor Imy other party participating in tbe expansiot. Ho.rrcver. Ul Oirriit slrau uot bc boundto houor a transfer until notiticd in writing.I
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lz The District shall maiurain thc records,accqrns. end audits rcgrircd by stahrtc oi *t l"U would bc kept und"r aormal business
L6e$Er\Alcrrtttr.lrt 3( llt -13-
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pracrice, and copics of such records shall be provided to Rose and AGGp upon regucslEach prrty :halt kccp full and accurate records of rtl Constructiou Coss and relatcd cost*u''hich shalt bc made available uPoo reguesl The District shall have thc right to inspecifacilities locatcd upon thc Rose property'as provided in thc District,s rules rnd regulationqand Rose shall' upon nodce to the Distiict, Jrave the rigbt to irrrp""i rhc District'swasteweter treacment plan( sewer lines, tift st"tIons, and otb-er .pp**"'n"it facilities.
13' Annexatiqg- This Scrvice Agreement shall in no manncr limit Rose's rightto scck inclusion oltlc Rosc lrlRe-rry within the District purnrrnt to C.R.S- g32-I-€t etseq', as the same may be amended- In the event Rose submiG a petitioni"iii.rurion whichcomplies with- applicable statutes, thc District shall graot such pctrtioq and include theproperties within thc District" s-rbiect to thc District arinexation poti"i., in effect from timeto time' loT'.t tiglf u.nder thii^paragraph shall apply to all or "oy po*ion of thc RosePropcrty. both individually rnd coliectiJely. and to .ny other property Rose acquires whichis caprblc of being served wirh facilities of the District
14' Termi4ation, Ttris Agreerncnt shall be in full force and effecr untilterminated by munral atreemcntby the parties hcreto, or as prorided by law. Furthennore,in the event thc District docs noi cormence constructiou of pbase I of the wastewatertreatment phnt before-July 1. 1995, Rosc may, ia bis sole discretion, unilaterally terminateth.is Ag:cement or unilaterally prnced at an-y tirn. afrci ruly l, rgis ;construct phase Iwith reimbursement on tcrmino lcss favorablc thau those set forth io this Agrecmeut andthe Construction aod Reimburscmcnt Agrccrnent t"n .1o AGGP and the Districl ThisAgreement shall also termiuate automati&uy with respect to ell or .oy po*"; ;i li,; h"*Propeny which is'annaxcd into thc District a['such timl as r court of corrpctcot jurisdiction
::.i:i11*r,confirmingn,ch inctusiori purs'ant t. cli.s. i3z-r4or st seg. as thc samemay oc arncnoe(
o Affirmatiye obligatign. Exccgt for his obligatiou undcr paragraph 4.8.
l"-::111^:^1l"ti:" :f plT, cxpanii-o, oothing io tbis Agrccmenr is intended or shal
13 :T:T_:1 llt o:':iq11 R osc u n derra t :."d ;H *. ;: :;;;;. ; J-: ;;; ilj* :; d; ;i ;-il;";i'.," ;; e; i ;
I5.
lElll(lTEs.Frirr.f t
,rEt:( ti.
t sewer and wastewater trcatrnent servicc. for all 9r a{I portioo of thi Rose property throughthc.purchase of eristiog plaot capacity or thc Euani. ""d ;;-"ilJJo; of initial oradditional sctser planr capicity, io *tri.L casc the terms of this,tgree."ii shall control,only to the extenr and as to.sih portiou of the Rosc property atr;ted by *;;.;;;.'"
.' ft Good Faith-
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Bccause of the nced for a regiooal wastc$/ater rcat ncnt facility,
l[rl*_y-:e toiroceed in good faith;th t!;ir;l;;"otatioq ot tnis Agreemenr- ThcP1TT ru-rtler agtea to negotiatc in good faith for future fioanciog aud Lnstruction ofadditional Common Elcmentr. *""t.*it., treatmcnt plant capacity, .ia -y othcr facilities.
17' Service .Pt4g Integratio!. This AgreemeEt end its ExLibits shall be
incorporatcd in thc Districts Servi,ce Plao, as thougi set forrh thcrc verbatim.
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l8t . This Agrecmcnt rhall not beconslrucd to bc in violation vith the laws otthi 6it"d St tcr or the Statc of Colorado, ooiin any rnennerwhich rdversely rffecG or diminishcsrheni.n"iog".pabilitics oirh" Districr-
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19.In the cvent of any material failure by
:::L:t::: [,'_1"_:"^.rpry *irr, rrr" t..rn'o-F[i. ngit...;l;i.-;ih.;;il j;fi;;:
standing
-to bring suit to inforcc compriance h"rewiti.--F,#.*i";;;tJ;;;;';
1 26- Go,crning I+g.hre of Colorado.
26.This Agreement sball bc construed uuder tbe laws of tbe
breech.of this-Agreemen( the nou'brcaching party rn.y r"ot all remedies rvailabte ar lawor equity. including specific performanca
20' Non-Mertg. Each Pary': obligations undcr this Agrcemcnt shall beassignable to any grantce. purchascr,ir"nrf"r.", ot a*ritn." of thc party.s inrcresr, and shaltsurvive any srch conveyance, purchase, transfer, or asiignm"nt
2t' Covcnint$ Recoldi0t. lhc prwisions of this Agrecment shall constitutecovenants running with the lands affectcd-th1eby, and upoo e*"".Ition this Agrecmcnt shall .be recorded in the rccords of the Garfierd county ir.,[lna Recorder.
-Zz' AttorLeys' Fe.e{- Elch party shall bcar its own attorucp'fees incurred io thencgotiation, cxccutiou. and impl.urint"tion of this egii.."or Howarer, in the cventlitigation is necessary to enforie the righs of th; il;iei ro tti, Agreemenr, as betwecnthemsehes' thc prcvailing P]9 in such-litigatiou rrlri[u
"otitled tJreasonablc artornqrs'fces and costs of suit actually incured.
. ' z3'- This Agrcemcnt coastitutes the entireart.dcompIctcatrecn.ntuiffi"oyiJiti""tiouorancndmenthereto
shall bc evidcnccd by a writiog signedty tta'partias.' ---r"'w{vu vr our{"rv
. -24'-' . Bindir,tg Eff9q!. .This Agrccmcnt shall bc bindlug upou and inure ro t5ebencfit o!thc p-artieq t[eir treirs, successori gnnreest and asigns. Nothing hercin shallprcvent Rosc from sclling bis propcrty.nd-th. ueo.ts or-tnis Agrceuient shall beappurtenenr to the propcrty cooveygd
U' Aren.ry .F:ch -P-enou cxcorting this Agrccment represcots and warrantsthat he her been aury auth.otiz-ed uy ttc party whlch he pirports to rcprcscnr to excarte thisAgrcemen( and has authority to tini saio ;.ny a"'A: tcrrrs aud conditions of thisAgrecmcnL
vtt
I U' - N-q Waiv-er- No p-rovisioo o[ this Agreemeut tnay bc waived crcept by anagrcemcnt in wridlg signcd by thc oYng party. i *aiver of any term or prwision ihallnot be coqstrued as a waiver Lf rny othcr-terrr'o, pr*iiior.
t5le.SlEl\efrrrrtt
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28, Hsdius- Thcparrgraph hcadiogs-in thisAgrcencntshall notbc uscd io rhcconstruclion or intcrprctatioo bcrcof. as they tarrc oo -*U.t"nti"; ;ff".( end are forconvcnicncc ooly.
29' Scver-abilirr. If any part or scctioLot this Agreemcnt shall bc found raoid orinvalid by e court of competcnriurisdiction..suchtinaing shill not "fr".t "ny remainint partor section. rod said remaioing parts or scctions shall colrtinue in full f;;;;iia effecr Theparties shall rcneg_otiate in good faitb any mauer addresscd uy a part oiLtion that isfound void or invalid.
30' *- aU noticcs reguircd uoder this-Agreemcnt shall be in writing andshall be hend deliveled 11sent by r;gistered or certifiei rrail, r"ru- r*.ipt requlsted,
Postege prepaid, to thc addrescs of tbe- parties hereiu sct forth- AU noticcs so given shallbe considcred effcctivc seven-tl-t*o (zi lrou-q after dcposir po:ag" p.ia in tfie Unitedstates Mait with the proper address ai r.i forth bclow. eitl.r i"*y [y il6* rc given maychange thc addrcss to which future notices sha[ be seuL - 5 -- -'
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Noticc to:
Ngticc to:
With copy to:
Noticc to:
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With copy to:
Jamcs L Rose
P.O. Box 12()
Gleswood Springs, CO 81601
witb copy to:
Charlcs Stoddard, Erq.
P.O. Bor 69I
Gleawood Springs, CO 31602
Aspcn Gten Watcr aod Sasitatiou Distria
Aspen Gleo-Golf Parhcn
. 555 East Dumut, Suitc 4A
Aspen,'CO 81611
l:'rreaci R. Grcen, Esq.
Dekucy & Baliomb. P.C.
P- O. Drawcr ?90
Glcnwood Springr, CO 81602,
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LGi\A:t?EhVptrrrlltrrl!t tlll .IG
By
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tN WITNESS WHEREOF. the partics have cxesrrtcd this Atreesrent in rrultiplc
originals on the day and year first'r,rinen aborc.
ASPEN GLEN
DISTRICT
WATER AND SANTTATION
ASPEbI GLEN GOItr PAIITI.IERS, LTD.
THE ASPEN GLEN @MPAI{Y, Gcncral Partner
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lan^:ltc:n^|,t"r..rl
&Irr;!,r. trl'
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STATE OF COLORADO
COUNTY OF CARFIELD
)
) ss.
)
.Acknowtedged. s,rUirrte4 *a ororn% bcforc me this
1994. byJAMES L ROSE
\,VEfffESS my baud and official seal.
My Cornmission crpirc:
STATE OF COLORADO )
COUNTY OF
)s.
)
.l.Y:l"*-* subscribed" and 1yu lqbe-fore mc rhis$!-&y of, 7Ttr,,i -,l99q by ,Ii:* ErJ 15 Presldenc
rS )ecrcErrY _ rm hahelfa?rh. A;aUd Joq Bronurs )ecrcccy , on behelf oftbalspcaGlcu waffi
WITTr ESS my haud rnd officiat scal.
My Coomissiou cxpires:
llt CcoirlbArt.r
. Oldtgrtrgr,COattttffyCqtu*r+tllrq q teoq
&,*/.y'-,
t_
lr;llSilEx\Atr1ir r,tttrllc!t llfi
WTINESS my haud rnd of6cial scal
My Commission cxpires:
of Aspcn Glcn Golf Partncrs, Ltd-
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STATE OF COLORADO )
) ss'
couNTY oF c^sFrELD )
lgge AcLnovlcdged, nrbrribed, and srorn'Io O"for. mc this 20cir 6., of t{:y
It.by John R. Elkins r.lr cEo
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tEg^u&-
(. r.,^^..r.uur. /S , ,.,
Nohry hblic
tlt cdetrrAEr.roOtffi8ftlrt @ alEr
Iry Ccrrflrr cqrlr ltry !, t9e6
on behalf of Thc Aspco Glen Company. as General Partner
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tfiusl{ttlprrr.lt
lrru-rlt l;r -19..
Ju-az-sl
IUE 16:45 HtGGL,Ilt,tcl( flN) SIUit rU JuJurltu3rr
EXHIETT A
DISTRICT MAP-
.!
EXHIBTT B
ROSE PROPERTY I.EGAL DESCRIPTION--
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f.a^lLanr.t-.rtIurqlrltil .fu
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HEGCEI1EIER A}iD STONE PC i;AA NU. .iUroqiuri r r, <L
EXHIBTT C
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Civen:
Assume:
Fieure:
!a
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tJMll?El{r{rltlrr.ll
Al17}. ttt{
The Comrnon Elemcnr Surchargl (CES) is a pcr-EeR chargc intended to
raimbursc AGGP errd any other Participatini rarty for tbJ Construaion
costs o[ comrroo Elements which'will be usc? in cturmon by residents of
Aspeo Glen and other District qrstomen ouside Aspen GIcn who utilize
plant capacltr in Pbasc I and also capacity madc aroil"blc in subscquent
phases of plaot construction. Thc Commoa Elemens for Pbasc I insofir as
the Rose ProPerty is concened coosist of ccrtain plant facilities. Attachment
D'1. attached hereto and incorporated hercio by tbis reference. lisu the
Comrnon Elemens which shall bc included iq this iUustrative Phasc t CES
computation. AGGP will exercisc good faith cffort to refine the trearment
proccss and reducc thc costs of the facilitics derribed in Attachmcnt D-I.
Upon such refincment, rnd upon tbc preparation of construction drawingt
thc parties shall negoti_ate in good faith any nccessary reailocation or
adjustrncnt of the Phase I CES and sball amendthis Agreemenr as nccessary
bascd thercon.
Purnrant to its Out-of-District Scwer scrvicc Agrecmeot, Rosc providcs
notic€ of is lnteut to purchasc 25 EQR of Phesc I capacity for scrvfic to ttrc
Rose Property.
Thc Phasc I CES shall be
calculrted bascd oo the ccrtitied and apprwcd rctral Constnrction Coos of
the Comrnon Elcmerb. Thc costr of-plent Comurou Elernents shalt-be
sprcad over {28 EQR. Based upon surent cstimrt6 sho.rn on AttachsrcntDl, the total of the Phaie I CES rclative to thc Rosc property would bc as
follows:
l. Flant S262,606 + 428 EOR = S614perEeR
Totel S6t4 pcr EQR= Phasc I CES
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ILLUSTRATTVE COMPUTATION OF COMMON ELEMENT SURCHARCE
Ju-<z-u.
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Given:
Assume:
Asscss: -
.Figure:
Stcp
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EXHIBTT D
FORMUIA FOR AND ILLUSTBATION OF PHASE I
PRO RATA PLANT CAPACITY FEE COMPUTATON
.t
Pbasc I o[ the District scwer plant is completcd in 1994- Thc ccts of Phasc
I are advauced by AGGP. upoo rcquest from Rose, rhe District is required
to purchase capacity Aom AGGP, if ayailablc under thc rerrns of this
Agreemen( for scrvicc to propcrtics outside the District boundarics- Phase
I has a design capacity of approxirnately 106,800 g.p.d, or 355 EQR (106,800+ 300). The total nssumed Constuctiou Cost of Phasc I rs shown on
Attachment D-l is 31,288.966, of which 5262,606 is anributablc to
Coostnrction Costs for Common Elemeots. (SSg Exhmit D). Thcreforc,
t1.026,360 is attributablc solely to Pbasc I for the purpose of celculating the
Adjustcd Plant InYestmcnt Fcc-
In January 2000, Rose, pursuaut to his out of District sarer Scrvicc
Agreerneot with the District, prwides Boticc to the Disaict of his intent to
purchase 25 EQR of the Phasc I scwcr plant capacity for use on the Rosc
Property, Aspeo GIen has built out al 32 units pcr year. Thercfore, the
remaining capacity of Pbase I io lanuary 2000 is 196 EeR-
AvLilability of Capaciw. Thc tioal20 perccut of the Phasc I plant capacity
- 7l EQR - is rescrved for thc solc usc of Aspeo Gtea. srbject to
reduction to l0 pcrcent if ftrnds arc commitrcd and approrat obtained for the
ucxt phase of expensiou of plaat capacity. Tbereiorg plant capaciry b
anarlable for purchrsc by Rosc.
Dividc the toul Coostructioo Costs attribuublc sotely to Phasc I by tbc
uuutber of EQR iu wch Phasc- Thus
S1,026,360 * 356 EQR = t2,883 pcr EQR
Multig-ly thc ranrlt by the prcmium of 20 percenl Thus:
t2'E83 x 20 = 3577 pcr EQR prcmium
No intercst accrues oo thc premiuu.
Step ?
rYo:
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L6\AII7E{\A3lttrr,ti
trreqtlr.llr a2-
ligri\js.-.-.r r-u !
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lncrcasc thc rcsult from-stcp l by thc avcratc rnnual intcrcst at thc prime
r.trt€r :ls established by Chasc Manhattao Bank. New yorh New york bascdupon thc moothly avcrag€s thercof. Thus, if thc averege annuet prime retefrom Jaauay l.- 1995 to January zooo is 6 pcrcenf the Adjusred plant
Invcstment Fcc is as follorrc: t
t2,883 @ 67r" intcresi.for five years : S3,&5g.0E pcr EaR.
Step
Four:calculate thc Adjustcd Plaor lnvcsErent Fcc. by adding the base fce plus
intcrcst thereoo. plus the premium (from Step Two). Tfruu
t577 (from Srcp 2) + 33,858.08 (frorn Stcp 3) = t4,435.0g pcr EeR
calcutate interest on the Common ,r"r.o, Surcharge of t6I3 pcr EeR (se-cErhibit C)- Thus
S614 @ 67o intcrcst for fivc ycars = 382l-66
Calculate thc Pro Rata Plant Capacity Fec by addiug tl" .1, ;usted plaot
Investment Fee from Step Four, plus thc Conruou Elc]ment Surihargc from
Srcp Frve-.Thus:
Thc Pro Ratr Plaut Caplgity Fec rhall not cxcccd s6,m0 iu years I tbroqh
10 and slrall uot excced 37,500 iu ycars 11.. end ticyou.l Thi calculated Pio
Rata Phnt Capacity Fee does oot cxcccd the limil
Thc Pro Rrta Plant Capacity Fci for ouc EeR ir ss3s6.?4 end the tonl cmt
for a purchasc o[ 25 EQR of the Phasc I capacity is il3l,rtlEjO.
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Step
Eighr
.?
Step
Thrcc:
Stcp
Five:
Step
Scven:
uL-cz-J' luc io.ir
Gis.:
Assume:
Eiure,
Step
Onc
nf.uvc,l[.rLn rLlv Jrvl\i f v ifin nV. Jr"iJO.r r \i3 I i
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EXHIBIT E
In August of 200r, Rosq the Districg aod-AGGp agrce to cxpand the
ilT:,L ;:Jh?:rict's sewase trearnent prant iy ""k,*ctins phasc rr.
atetotarcosror*ili3;1::iirgrJr!ff ,,r#,*:.m,illl:i::iri*
rre rhc oocs derermillq uy R*. .nJliccpi; b"li;rnor,
".onomicar. Theactual size and cost of phaie II wilr be determi;.d by;iliarticipating partiesunder the terms of this Agreemenu .
No party other than AGGp^las participated in or puichascd capecity from
116,",,:, *'"i"1 : J,""* f x r :: :,sE] |
;; ;.[i';}Ti" "r ;::: i::lplanned devcrooment for Aspcn GIen, AGGdE";'; rescrvetion of 96EQR G7%) of 'thc tjT irir"., *pacity. Based tn air.topmenr prans for
*$illfi +if,qil;ffi]lrffix:#$iffitll?-ti[
$ili,;3,'If ,iilil:.#T;ffi f:;.ffi1H#itr*itrsRosc aud AGGP for thcir."ol io'ii"n capacity. AGGP rnd Rcc shalt
[{.i:_tfl1r*L'.I;'&1?eTe$rHeFxJ:,,.ffi Jireduaion to r0 pcrccot Actuar coior."tioo costr are t602J63.
.7
Stco
r#+.-
Rosc has rescrved
-200
of 296, or 61.6 perccuq of the EeRs rescrved fromPhasc II' c200 * 2?g= 67.6%r. AcbiiiG;;-;, or 324 pcrcen( orthe EQRs rescrved_froi ll,.T u tro * zg6 - iiih. percentages areroundcd to the nearest tcutb of a po'int.
L
construction coss are e[ocatcd bascd on thc proportion of torar Eenrcscrved by each party. Thcrefore:a Rose share is 67.6% of t602,363 or 1542J97.b. AGGp,r sharc ktL4% of sboafOi *-Str,rOC.
l6est€tlA6crrrn
trarqT l( lllr '-2+
a.cr,
Stcp
Five:
-t.3
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' Step
Three:
Step
Fouc
In additioo ro rhc cqts allocarcd io step Tuio. Rcc pays to thc Distria rcommon Elcmcnr !u1c!1ee^for common Elcments ii irnrc I of ttz2,63i
[(20O EQR + 428 EQRX326Z,60OL plus inreresr
-rs ,"r forth in thc
AgrcemenL
!
If the Participating Partie in Phasc II conscust Conrmon Etcments. they shall
be entitled to raimbursemert from the urcrs baoctittcd by such cornrnon
Elcments tbrough a Phasc II cornmon Etcmcnt surchirgc, calculatcd
pursrant to the formula in Exhibit C. 'Ttrc Phrcc II CES shall be rcimbursed
to the Participeting Parties bascd on cach prrty't proportionate share of thetotal amount of'capacity rcscrved. (In tbis or"mpi., Roec 67.6 pereent
AGGP 32.{ percenr)
The Parti'cipating Parties shall execute reimburscmcnr.trcements *irh thcDistrict which shall require thc District to recover aui reimbursc ro rhc
Panicipating Partics on a pro rata basis a pro Rru ptant capacity Fee from
any othcrron-participating entities which purchase capacity'fror th. phase
of crpansioo. These agrcements are srbject to review by all partic.iiatingparties.
LGfA,:PE{lA;rtrrrtrt -t:'{ l'lr -25-
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EXHIBIT B
I ROARING FORK WATER & SANTTATION DISTRICT
RIlIfrS AND REGTII-ATIONS
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APRIL, 1997
Pnepercd by:
Sctmm Gordon Meyer, Irrc.
llE Wcst 6& Srcd, Suite 2(n
Gleuwmd S1rings CO Bf60tymllrt,6Ftw4
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t.SUBMITTAL INFORMATION
1.OO GENERAL
1 'o1 scooe' This section shall cover the required submittal material necessary for 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 supporting documents. Finally, thissection will cover the submission and review procedures to be followed for the AGWSD.
2.OO PRELIMTNARY DRAWING REOUTREMENT
2'o1 General' This section shall include the requirements necessary for preliminary drawingsubmittal, specifications, calcurations and soils reports.
2'oz ritle sheet. The first sheet of the drawings shall be the title sheet and shalt have thefollowing shown thereon.
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A.
B.
C.
D.
2.03 Plan.
A.
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Location map, North arrow, numerical and graphical scale.
lndex to sheet of the drawings.
General notes.
Title block. The title block shoutd not include the words "Title Sheet". butshould contain the project name and a description of the information shownthereon.
The following items shail be incruded on ail pran drawings.
scale: one inch = so feet. show scare numericaily and graphicafiy.
B.
C.
North arrow.
Show outline of water main and service lines.with appropriate ties to centerline of streetproperty lines or right-of-way lines.
Show centerline of water line
or survey control lines, curbs,
D.
E.
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 rine is being proporuj, then both a pran 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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B.
D.
E.
F.
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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 *rt", line is to beconnected. Tie utilities. sewers, house connections and storm drains tostreets 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.
H' Details. At intersections where tees, crosses, valves and concrete reactionblocks are to be provided, or at any other sections of the lines where a largenumber of fittings will be involved, show a large scale view of theappurtenances with dimensions to each separate fitting.
2'o4 Calculations- Two sets of calculations supporting the design criteria used shall befurnished with the preliminary drawings. Each sheet of calculations shall be dated and havethe name or initials of individual making the calculations. All calculations shall be by aprofessional engineer registered in the State of colorado.
2'05 Soils Report' A soils investigation report shall be provided with the preliminarydrawings only upon special request by the Aspen Glen water & sanitation District. lf sucha report is requested, sufficient subsurface exploration borings and analyses shall be made topermit the AGWSD to make an adequate assessment of any soil problems which may beencountered. The soil investigation report shall contain the findings and supporting data forthe following:
The suitability of excavated materials for use as backfill or bedding.
The compaction characteristics of the soils.
The groundwater level and conditions.
The earth resistivity, moisture content, pH, degree of variation, presence of
sulfates, and the likelihood of stray, direct currents.
Test Holes. The depth of test holes shall be at least two feet below theproposed pipeline elevation. The spacing of test holes shall be a minimum of
60O feet or where unusual conditions exist. The spacing shall be srrch to
adequately define soil.
2'OO 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.
C.
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The relative density type and extent of material to be encountered.
Excavation problems.
Location and extent of excavation.
B-2
B.
C.
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3.OO SUBMISSTON AND REVIEW PROCEDURE
3'o1 Procedures' This section shall cover the procedures and time frame necessary tosubmit water or sewer drawings to the AGWSD.
3.O2 Preliminarv Drawinq Review.
A' Four sets of blueprints and specifications of the proposed water systemaccompanied by two sets of supporting data shall be submitted to the Districtat least 45 days prior to a regular meeting of the District Board. Thepreliminary drawings and specifications of the proposed water system shall bereviewed in general and. if in acceptable form for processing, shall be referredby the water system supervisor to the following offices and interested personsfor study and recommendation at least 30 days prior to a regular Boardmeeting.
The District Engineer
Garfield County
AGWSD
When transmitting the preliminary drawings and specifications for review, theDistrict shall indicate to the reviewing agency the date and time of the Districtmeeting at which the proposed water system wilt be discussed and formalaction taken by the Board.
At the regular meeting of the Aspen Glen Water & Sanitation District Board atwhich the proposed water system is to be considered, the Board shall reviewall written and oral recommendations presented and shall, upon diligentevaluation of the facts, approve or disapprove the preliminary plans foitheproposed water and sewer system.
Should the Board approve the preliminary plans, written notice of said approvalshall be transmitted to the Applicant along with any modifications required bythe District. Such approval of preliminary plans shall permit the Applicant toprepare final construction drawings in accordance with the standardsestablished by the Board and incorporate any modifications required by theDistrict.
3.O3 Final Drawinq Review.
A. Final drawings and specifications shall be prepared in the form prescribed forpreliminary 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 for f inal review at least 1O days prior
to a regular meeting of the Board.
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C' lf the finaldrawings are found to be in compliance 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 Board
meeting.
D- 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 shallrecommend disapproval of the plans and submit a writtenitemization of the deficiencies at the next regular meeting of the Board. Non-conformity of the final plans with the District's standardi ad requirements ofthe Board may result in disapproval of the project by the District.
E. The Applicant is strongly advised against receiving construction bids orbeginning construction until certification of approval of final 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 the original drawings from which clear, legible prints cln be obtained, shall
be submitted to the District within 30 days of completion of construction. Said drawings shallbe prepared according to the following general requirements:
A. A certified survey shall be provided to the District which shall show the location
of the water and sewer line to permanent physical objects located in the field.All valves, tees, curb boxes, hydrants, storage tanks and pump stations andother major appurtenances shall be given two swing ties to a physical
permanent object in the field. ln all cases, the distance from water line and
appurtenance items shall be dimensioned to rights-of-way easements andproperty lines.
All benchmarks used on the project to determine water line depth shall be
shown on the drawings and shall be based up U.S.G.S datum.
All sewer lines shall have MH rim and invert elevations, percent slope and
horizontal distance of each line between MH's shown. Sewer service lines
stubbed to pr:operty 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 and
descriptive literature for all materials and equipment used, shall be provided
with as-built drawings.
End of Section I
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I 1.OO GENERAL
1'o1 Scooe. This section shall include all materials, labor, equipment and miscellaneousitems necessary to install all raw water, potable water transmission and distribution pipelines
and appurtenances as specified herein for the AGWSD.
1 .o2 Protection of Work. All pipe, fittings, valves and equipment shall be carefully handled,stored and protected to prevent damage to materials, protective coatings and linings. At 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 materialshall be placed
in the pipe during installation. Whenever pipe installation is suspended, either temporarily orovernight, 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. When water ispresent in the trench, the plug shall remain in place until the trench is pumped dry. Whenever
trench water becomes evident, measures shall be taken to prevent pipe flotation.
lf, in the opinion of the Engineer, the Contractor is incapable of keeping the pipe free offoreign matter during installation, the Engineer shall require the Contractoi to cover the pipe
ends with close woven bags until the start of the joining operation.
2.OO MATERIALS
2-O1 General. This item covers the types of materials that will be required for the
construction and installation of water lines. All materials used shail be new, of the bestquality available, and conform with applicable standards as indicated herein.
2.O2 Ductile lron Pipe and Fittinqs.
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Reference Standard - ANSI,
Thickness Class - Minimum
higher class pipe.
Pipe .ioints shall be push-on
detailed otherwise-
21 .'I/AWWA C1 51
Class 52 unless design conditions warrant
joints except where specifically shown or
Fittings.
Type - All fittings shall be mechanical joint
shown or detailed otherwise.
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Reference standard - ANSr/AwwA c1b3 for flanged mechanical joint
and push-on joints (3. - 12").
Material - Ductile iron.
Pressure Rating - 25O psi.
Mechanical, Ref erence Standard - ANSI A 21 .1 1 /AwwA c1 1 1-z 2.
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".
Type Rubber ring gaskets shalr be suitable for the specified pipe sizesand pressure.
Reference Standard - AWWA C1 1 1.
Lubricant - A non-toxic vegetabre soap lubricant shall be supplied withthe pipe.
Protective Lining.
3.
4.
Joints.
1.
2.
3.
4.
Gaskets.
1.
1.
2.
3.
Type - Cement mortar.
Reference Standard -ANS| A 21.4tAWWA C104-64.
Thickness - Standard.
Couplings.
1. Style - Mechanical compression sleeve or solid sleeve is acceptable.
3.OO INSTALLATION
3.01 General. All transmission and distribution lines to be dedicated to the AGWSD, shall
be located a minimum of ten feet 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.
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Easements or rights-of-way used during installation of water mains shall be a minimum widthof 25 feet, 12% teet on either side of centerline. ln dredge areas and other specialconditions. a wider easement may be required.
3.O2 Pipeline Depth. The minimum depth of bury of water mains shall be as follows: (Depth
of bury equals depth to top of pipe).
A' Mains shall be buried a minimum dept of 5% feet (below existing or proposed
grade) in all locations.
B. When water mains are to be located underneath storm drains, culverts or any
other submerged air space, the required depth of bury shall be greater than 1Ofeet. This is necessary to ensure that the water line is beyond the frost depth
associated with the storm drain culvert, etc. ln some cases, the District water
system supervisor may allow insulation in place of increased depth where water
lines cross under one of the above.
3.O3 Cleaninq and lnspection. Clean all pipe, fittings, valves and related materials
thoroughly of all foreign material; inspect for cracks, flaws, or other defects prior toinstallation. Mark all defective, damaged or unsound materials with bright marking crayons
or paint and remove from job site. Of particular concern should be the gasket groove in the
pipe bell. All spurs. excess paint, and any other defects within the gasket groove shall be
either removed or repaired, or the pipe shall be deemed unacceptable.
The Contractor shall take all necessary precautions to prevent any construction debris from
entering the water lines during construction of water lines and appurtenances. lf debris shall
enter the distribution system, the Contractor shall furnish all labor and materials necessary to
clean the system. Under no circumstances willthe Contractor flush the debris into an existing
distribution system.
3.O4 lnstallation. Pipe shall be laid in straight sections with bell ends facing the direction
of laying unless otherwise directed by the District. Where pipe is laid on grade of 1o/o or
greater, the installation shall proceed uphilt with the bell ends facing upgrade. The pipeline
shall be installed so that a continuous positive or negative grade is maintained between high
and low points to avoid air pockets. At no time will a high point in the line be acceptable
unless an air and vacuum valve is installed to relieve air pockets. Jointing of the pipe shall
be made in accordance with the directions of the manufacturer of the pipe and the manu-
facturer of the couplings. The allowable pipe deflection per joint shall not exceed the
maximum deflection tolerances specified by the manufacturer.
Pipe shall be lowered into the trench with ropes, slings or machinery. Under no circumstances
should the pipe be pushed off the bank and allowed to fall into the trench.
ln joining the pipe, the exterior four inches of the pipe end (at the spigot), and the inside of
the adioining bell shall 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.iack 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, willnot be allowed. Once a pipe is cut, the cut end shall be bevelled free of spurs which may
damage rubber gaskets.
3-O5 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 Z4-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 thepossibility may exist for a future connection, a tee or cross and a valve should be provided.
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.O7 Protection of Water Supolies. Water lines shall be located a minimum of 1O feet
horizontally from existing or proposed sewer mains. Wherever the sewer line crosses above
or within 18 inches beneath the water lines, the sewer line shall be made impervious by either
of the two methods listed below:
Method 1. Twenty feet of ductile iron water pipe, or AWWA c-goo pVC, shall
be used for sewer pipe and centered over the water main. The joints between
the sewer pipe and the placement pipe (DlP or PVC) shall be encased in a
concrete collar. The concrete collar will be a minimum of 1"-O" thick, centered
on the ioint.
B. Method 2. The sewer pipe shall be reinforced with concrete encasement. The
encasement shall be at least six inches thick on either side of the water main,
and extend 10 feet each side of the water main. ln all cases, select granular
backfill shall be used to prevent any settling of the higher pipe.
All work should be in strict conformance with the Colorado Department of
Health's "Design Criteria for Potable Water Sysrems".
3.OB Reaction Anchor and Blockinq. Concrete thrust blocks shall be provided as shown in
the Standard Details Attachment No. 1 for all tees. elbows, plugs, reducers, valves, fire
hydrants, and crosses if one or more sides of the cross are plugged. The bearing area of the
block shall be at least equal to that stated on the attachment. The bearing surface shall be
against undisturbed earth. The block shall be placed normal to the thrust as show on the
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drawings. Concrete for thrust blocks shall have 3OOO psi compressive strength. (NOTE: Noother rnaterials other than concrete may be used in thrust blocks).
lf the concrete has not had sufficient time to cure (e.g., restoring water service), theContractor shall be required to use temporary bracing for added strength. Use of additionalwood bracing will help prevent fitting and valves from leaking or "blowing otf " when waterpressure is restored to the main line.
Whenever a concrete thrust block is placed, wood or plastic sheets shall be used to prevent
concrete from adhering to nuts and bolts. Any concrete splattering onto a nut or boli will beremoved before the line is backfilled.
4.00 StZtNG OF MATNS
4'O1 General. All main water lines shall be sized for peak hour flow plus fire flows requiredby the Carbondale Rural Fire Protection District at a 20 psi residual flow. Minimum size shallbe B inches in diameter.
End of Section ll
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1.OO GENERAL
1'01 Scooe. This section shall include furnishing all materiats, labor, equipment andmiscellaneous items necessary to install alt water.errte lines and appurtenances as specifiedherein for the District. Note: The District will own and maintain that portion of the serviceline from the main line up to and including the curb valve. The curb valve shall be placed onthe property line; however, at all times, it will fall on the District side of the property line. Allwork and materials from the curb valve to the building shall be in conformance to the mostrecently adopted Uniform Plumbing Code Garfield County.
2.OO MATERIALS
2.O1 Copper Service Pioe.
A. Reference Standard - AWWA 7S-CR, Type K.
B. Size - Minimum 1".
2.O2 Corporation Stops.
A. Material - Brass or bronze.
B. Size - Same as copper service line.
C. Reference Standard - AWWA CgOO-bS.
D. lnlet - Threaded IPS type.
E. Outlet - Flared for flared connection.
2.O3 Service Saddles.
A. Materials - Ductile iron service saddles, 'O' ring gasket, double strap, lpS
thread.
B. The District will require saddles to be installed.
2.O4 Curb Stop.
A. Materials - Cast bronze body, resilient ,O,
operator, ball valve type.
B. lnlet - Flared connection.
C. Outlet - Flared connection.
ring seals, standard tee head
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2.O5 Curb Box.
A.
B.
C.
Material - cast iron box, complete with lid and red brass screw.
Type - Arch pattern base, buffalo-type curb box.
Size - 1" shaft with riser rod to within 3: of surface.
2.06 Couplinos.
A. Materials - Compression fittings or flared fittings.
3.OO INSTALLATION
3-o1 Service Line lnstallation. All trenching, backfilling and compaction shall conform toSection lX of these regulations. Alt service lines shall be disinfected and pressure tested asper Sections Vl and Vll of these regulations
3.O2 Service Line Depth. A depth of bury for all service lines shall be a minimum o,t 5/zfeet.
3-O3 Tapoinq 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 tappingequipment.
3.O4 Taooino Unpressurized Mains. Alltaps on unpressurized mains (new subdivision mains)shall be supervised by the District.
3.O5 Permits. A road cut permit for excavation in Garfield County streets, alleys and
easements must be completed prior to tap. Twenty-four hour notice is required by the District
prior to making taps and locating lines. Taps and locations will not be done without a water
application filled out by Customer.
3.06 Service Line Sizinq. Service lines to be sized by Customer. The customer is
encouraged to have an engineer size the service line. The District w,il! nct prcvide this service.
4.OO METERS
4.01 Tvoe. 1" x 3/4" brass meter with rotating disk, with magnetic drive.
4.OZ Manufacturer's Reference. Rockwell or Kent.
4.O3 lnstallation. lnstall all meters in a horizontal position with a suitable holding device to
support piping, meter and provide electrical bond when meter is taken out for testing. pre-
manufactured holding devices or yolks are available which cut ctown labor time to install
meter. lnstall in building where meter and pressure reducing vah,,e will not freeze. lnstallthe
remote readout on an outside wall at least six feet above grade where it is freely accessible
and where falling or melting snow will not cover it.
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Turbo meters should be installed with five pipe diameters upstream or downstream of bends,valves, PRV's, check valves or any other fitting that causes turbulence.
4'o4 Meter lnspection. A water department representative must inspect the water meterafter it is installed and before the Certificate of Occupancy is issued.
5.OO PRESSURE REDUCING VALVE (PRV}
5.O1 Manufacturer's Reference. Watts U-S-B or equal.
5.o2 lnstallation. lnstall upstream of the meter on 1' anddownstream of the meter for 1%" and larger meters. Allow for
cleanout plug.
3/4" meters only. lnstall
easy access to strainer and
5.o3 Pressure Testinq. Downstream pressure to be set at 4o to 7b psi.
6.00 CHECK VALVE
6.O'l Tvpe. Rubber seat and spring assist.
6.02 Manufacturer's Reference. Ford H series or equal.
End of Section lll
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IV. FIRE PROTECTION FACILITIES
1.OO GENERAL
1'o1 Scooe. This section shall include furnishing all materials, labor, equipment andmiscellaneous items necessary to install fire hydrants as specified herein for the AGWSD.
2.OO MATERIALS
2.O1 Fire Hvdrants-
A. Type - Dry barrel, traffic model with breakaway flange bolts and coupling.
B. Reference Standard - AWWA CsO2_gb.
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4^5197
Outlet Size - One 4Y2", two 2y2".
Hydrant Size - SYz" or greater, bronze to bronze seating.
lnlet Size - Six inch.
operation - 1%" pentagonal national standard operating nut, open counter-
clockwise, lubricating reservoir.
Special Features - Outlet hydrants shall open when turned to the left (counter-
clockwise).
H. Depth of Bury - 5Yz teet unless otherwise shown on drawings.
l. Additional Requirements - Furnish hydrant complete with pipe and tee, six-inch
restrained mechanical joint gate valve and thrust blocks. Hydrant shall berestrained to the hydrant tee by 3/4" threaded rods protected from corrosion
by the use of an approved bituminous coating. Furnish hydrant with bronzeseat 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 15O psi, use American
Darling B5OB, Class 25O and allow for 6-8 weeks delivery.
3.OO INSTALLATION
3.O1 Hvdrant Soacino. The spacing of fire hydrants shall be determined by the area that
each hydrant is to serve. ln a low density residential area, the maximum spacing of fire
hydrants shall not exceed 5OO feet. ln medium to high density residentialareas, the maximum
spacing shall not exceed 4OO feet. ln commercial and high risk areas, the spacing shall not
exceed 3OO feet. The maximum distance from commercial buildings to hydrants shall be 15O
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 ina public right-of-way or a utility easement. There shall be a minimum of 1% feet betweenoutlet nozzle and back of curb or sidewalk. ln all cases, hydrants shall be located out of thedirect flow of pedestrian and vehicular traffic. Wherever possible, hydrants locatedconsecutively along a street shall be placed on opposite sides of the street so that stringingfire hoses across a street during a fire can be kept to a minimum. Hydrants shall be placedat all intersections, at end of cul-de-sacs and at all dead-end runs. Hydrant location shall beapproved by Carbondale Fire protection District.
3.O3 lnstallation. All hydrants must be extended so the top of hydrant is four feet abovegrade- The breakaway flange shall be located at grade. lf the previously mentioned
conditions are not met after the hydrant is installed and the street is at final grade, the hydrantmust be brought to proper grade by installing extensions or other modifications as required.
Bag all hydrants that are not in service.
3.o4 Hvdrant Appurtenances. Allfire hydrants shallbe connected to the main line by meansof a mechanical ioint tee with six-inch Class 52 ductile iron pipe branch piping to hydrant.
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 sidewalk, curb line, or gutter of the proposed street and shall be rodded to the main tee.
See Standard Detail 2.
3.O5 Hvdrant Restraint. The hydrant shall be restrained to the main line with all 314" al,_
thread rod extending from the main line tee to the six-inch valve and then from the six-inch
valve to the hydrant. The 3i4" 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 allthread rod and eyebolts. ln addition. the hydrant and main line tee shall be provided with concrete reaction
blocks. See Standard Detail 2.
3.OO Drv Barrel Tvpe Drainaqe. All hydrants shall be provided with a minimum of 113 cubic
yard of Yr" to 1" screened, crushed rock and shall be placed under the weep hole outlet to
assure proper drainage.
3.O7 lnsoection. Prior to backfilling around the hydrant, a visual test shall be conducted to
ensure the proper operation of the weep holes. The hydrant shall be partiall.; 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
6&\r.49@59.D9
1113t97 B-14
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V. VALVES
1.OO GENERAL
1'O1 Scope- This section shall include furnishing all materials, labor, equipment, andmiscellaneous items necessary to install gate valves, butterfly valves, air release and vacuumvalves, and valve boxes as specified herein for the AGWSD.
2.OO GATE VALVES
2.O1 Materials.
Double disk bronze wedge.
1l size - As shown on plans up to 12 (14" and larger shall be butterfly
valves).
2l Reference Standard - AWWA C-SO-96.
Style - lron body, double disk bronze wedge.
Pressure Rating - 2OO psi.
5l wrench Nut - Two-inch square, open by turning to the left (counter-
clockwise).
6l Stem - Non-rising.
2.O2 Location- Whenever possible, water main valves shall be located at streetintersections. Valves must be placed on alt runs of a tee or cross. For instance, each crossshall have four valves located at the intersection while tees shall have three valves located
at the intersection- Valves shall be located at the intersection. Valves shall be located at theend of all dead-end intersections for future connections.
2.o3 Valve Soacinq. Valves on cross connecting or loopec mains shalt be spaced such thatno single break shall require more than 5OO feet of line to be out of service at one time. All
distribution mains connecting to transmission mains must be valved at the tie-in.
2-O4 lnstallation. All gate valves shall be installed with the two-inch operating nut ptumb
and true with the vertical and centered within the valve box. District personnel will inspect
the valve and valve box after installation to ensure that a valve key can easily be set on the
operating nut.
3.OO BUTTERFLY VALVES
3.O 1 Materials.
A. Reference Standard - AWWA C-SO4.
B.
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Type - Rubber-seated, tight closing type.
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C' Ends - Both ends shall be mechanicaljoint unless installed in valve vaults.
D' Valve Body - Shall be high strength cast iron ASTM A 126,Class B with 1g-gtype 304 stainless steel body seat.
E. Operator - Valve operator shall be of the traveling nut type, sealed, gasketed
and lubricated for underground service. operatingnut snjll be two-inch squareand shall open left (counter clockwise).
F' Rated Working Pressure - Class 1 5OB, 2OO psi. Above 150 psi workingpressure, use "American Darling" Class 2SOB or equal.
4.OO AIR RELEASE AND VACUUM VALVES
4.o1 General. This specification covers all air release, vacuum valves or combination airrelease valves- The type of valve used shall be dependent upon the conditions under whichit will operate.
4.O2 Materials.
A. size - To be designed by Engineer for proper apprication.
B. Body - Cast iron.
C. Float - Stainless steel.
D. Seat - Buna-N.
E. Pressure Rating - 2OO psi.
4.03 Locations. Air release, vacuum valves or combination air release valves shall be
installed 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 thepipeline. The type of valve shall depend upon the intended use of operation.
4.O4 lnstallation. Air release, vacuum valves or combination release valves shall always be
installed at the extreme high point of the distribution or transmission line. These valves shall
be installed in a precast manhole vault with the fitting as shown in Standard Detail 3 and 3A.
5.OO VALVE BOXES
5.Ol Materials.
A. Material - Cast iron.
B. Type - Three piece, screw type.
C. Size - 5%" diameter.
D. cover - Deep socket type with the word "water" cast in the top.
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4t15197 B-16
E. Base - No. 16O type with 2O % inch bottom opening.
F ' Valve Markers - For valves that fall outside of road pavement and shoulders,install a six-foot ling, green "carsonite" marker on all new valves. Marker tohave valve decal at top.
G. Riser rods installed to within 6, of surface.
5'o2 lnstallation. valve boxes shall be installed plumb and true, and centered over the trvo-inch operating nut. Bricks shall be placed under the flange of the valve box bottom so thatat no time loadings on the valve box will be transmitted to the valve. Valve box lid to beplaced y2" - % " below grade when located in asphalt or concrete.
End of Section V
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4/r5Ar7 B-17
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1.OO GENERAL
1'o1 Scope. This section shall include all labor, materials, equipment, and miscellaneousitems necessary to perform all excavation, backfilling and compactiion of underground waterlines and appurtenances as specified herein for the Acwso.
It shall be the Contractor's responsibility to secure all required excavation permits and pay allcosts thereof.
1.O2 Protection of Work.
A' All excavation shall be protected by barricades, lights, signs, etc., as requiredby governing federal, state and local safety codes and regulations. Under nocircumstances will more than 2O feet of trench be left open at night. Anytrench left open at night will be protected by a temporary snow fence barricade
and reflective tape.
sheeting, shoring and Bracing - where trench walls are not excavated atstable slope, the Contractor shall provide and maintain sheeting sufficientprevent caving, sliding or failure and property or bodily damage.
Under normal construction conditions, sheeting shall be removed as workprogresses. Sheeting shall remain installed if directed by the District or if pipe
does 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 applicable
safety standards. Particular attention is called to minimum requirements of
OSHA and State of Colorado Occupational Safety and Health laws.
C. Site Drainage - Excavation to be protected from surface water at all times.
2.OO MATERIALS
2-O1 Embedment Materials. Pipeline embedment materials shallcomply with the appropriate
class as listed below and as illustrated in standard Detail 5.
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 inches
below bottom of pipe with densely compacted 3/4" class 6 aggregate
to 12 inches above top of pipe.
2.OZ Backfill Material.
A. Characteristics - made of materials free from debris,organic matter from frozen
material. Uniformly graded sufficient to allow proper compaction.
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Generally, no boulder greater than 12 inches in diameter in remainder of trench.
3.OO METHODS AND PROCEDURES
3.O1 Site Preoaration.
B. No boulders greater than six
bottom, six inches; or sides,
A. Clearing - Remove all vegetation,
other miscellaneous structures and
3.O2 Trench Excavation.
Limits of Excavation - Trenches
approved by the District. Trench
inches above top of pipe.
inches in diameter in top 12 inches of backfill;
six inches.
Topsoil Removal - strip existing topsoil from ail areas to be disturbed byconstruction- Topsoil to be stockpiled separately from excavated materials.
Pavement Removal - Asphalt and bituminous pavements to be cut to the fulldepth of pavement. The vertical face of the cut shall be a straight line parallelto the limit of excavation. Cuts shall be made with a flat-bladed air hammer,concrete saw, or as approved by the water system superintendent. Themethod used should provide a straight, true cut. All asphalt located withintrench limits to be hauled off site.
concrete pavements, including curbs, gutters and sidewalks, to be saw cut tothe full depth of pavement. The vertical face of the cut shall be a straight lineparallel to the limit of excavation.
All pavement removal shall be disposed of off site. Broken pavement not to beused in backfill material.
stumps, roots, organic matter, debris and
I materials from work site.
to be excavated along lines and grades
widths for pipe loading to be measured
Minimum trench width to be the outside diameter of the pipe or conduit plus
16 inches.
Maximum trench width to be the outside diameter of the pipe or conduit plus:
f,'ll 24 inches for outside pipe diameter of 24 inches or less; t2l 30 inches foroutside pipe diameter of 24 inches or greater.
Trench excavation not to be completed more than 1OO feet in advance of pipe
installation- Backfill to be completed within 20 feet of pipe installation by the
end of any working day.
B. Groundwater Control - Contractor to maintain facilities on site to remove allgroundwater from trench. Water shall be kept at least 12 inches below the
trench bottom, to a point such that a firm base for pipe or conduit installationexists. Facilities shall be maintained until all concrete is cured and backfilling
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is in place at least 24 inches above anticipated water levels before waterremoval is discontinued. All water removal shail be subject to approvar by theDistrict.
stockpile Excavated Material - Excavated materiarto be stockpired so as to notendanger the work or public safety. Maintain existing vehicular and pedestriantraffic with minimum disruption. Maintain "-urg",i"y access and access toexisting fire hydrants and water valves. Maintain natuial drainage courses andstreet gutters.
clay Barriers - lnstail a one foot thick clay barrier, or approved equal, in placeof aggregate, 4" below and 12" above pipe, every soo feet for all water mains.
3.O3 Bottom Preparation.
3.04 Backfillinq.
where soils are suitable and have adequate strength, bottom to be graded andhand-shaped such that the pipe barrel rests uniformly on embedment material.
Bell Holes - Material to be removed to allow installation of all fittings and jointprojections without affecting placement of pipe.
Over-Excavation - Whenever trench is over-excavated to eliminate point bearingrocks or stones or when undisturbed grade tolerances of o.1 foot is exceeded,the contractor is to re-establish grade using aggregate bedding materials.
Unstable Materials - Materials which are not capable of supporting super-imposed loadings are defined as unstable materials. Snouta unstable materialsbe encountered during excavation, immediately notify the District. lf unstablematerial is encountered, the trench bottom shall be over-excavated (minimum6 inches) and backfiiled with a crean yr" to 1yz" rock. The rock backfiilprovides increased water movement and helps stabilize the trench bottom.
Rock Excavation - Rock shail be removed to a 4-inch depth berow in bottompipe grading. Additionalty, all rock loosened during jacking, blasting, etc., shallbe removed from the trench.
6a{96O59,.D8
Ln5t97
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 required for materialsbeing backfilled and shall use appropriate approved equipment to obtain thosedensities.
Moisture Control - Generally, maintain moisture of the backfill material withint 2o/o of optimal moisture content as determined by ASTM D 698. Maintainclose tolerances as needed to obtain densities requiied.
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C.Compaction - Maximum density (100o/o) based upon ASTM D6gg or AASHTOT99.
Bedding Material. rncrudes materiar used for over-excavation of anykind: 95o/o Standard proctor.
Select Material: 95o/o Standard proctor.
Backfill beneath existing or proposed pavements, roadways, sidewarks,curbs, utility lines and other improvements or within five feethorizontally of such improvements. 9bo/o standard proctor.
Backfill within public or designated right-of-way: 90% Standard proctor
or as shown on the Drawings for those areas outside of No. 3 above.
Backfill within undeveloped, green or designated area: B5olo standardProctor.
D' Placing Backfill - The maximum loose lifts of backfill materiat to be as follows{use smailer rifts where necessary to obtain required densities):
1l Bedding and select material: 6 inches;
2l BackfillMaterial: 24 inches where 95o/o compaction required;4g incheswhere less than 9So/o compaction required.
E' Maintenance of Backfill - Contractor to maintain all backfill in a satisfactorycondition during the extent of the contract and warranty period. Thecontractor will be responsible for repairing any deterioration or settlement ofthe road surface. Notification of the required repairs will be issued by theDistrict- All costs for repair and all liability, as a result of surface deteriorationor settlement, shall be the responsibility of the contractor.
3'o5 Surface Restoration. All existing surface improvements and site disturbed or damagedduring construction to be restored to a condition equal to pre-construction condition. Allrestoration costs are considered incidental to the excavation and backfill.
A' lmprovements - Replace, repair or reconstruct all improvements as required.work will not be accepted until restoration is accepted by the District and a1affected property owners. lmprovements include, by example, other utilities,culverts, structures, curb & gutter, mail boxes, signs, etc.
B' Roadways - All roadways to be restored to original condition with the followingminimum depths required:
Minimum base course material on graver roadways o,- minimum depthgravel on hard surface roadways to be 12 inches.
Minimum bituminous surfacing to be 3 inches.
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4n5t97 B-21
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3l Minimum concrete paving to be 6 inches.
4.OO OUALITY CONTROL - FIELD
4'o1 comoaction. lt should be fully understood that it will be the sole responsibility of thecontractor to achieve the specified densities for all embedment and backfill materials placed.contractor will be responsible for ensuring that correct methods are being used for theplacement and compaction of said materials. Correct backfill methods include, but are notlimited to:
A' Use of proper equipment for existing soil condition encountered.
B' Moisture content of existing soils; determination if water should be added orsoil should be air-dried to reduce moisture content.
C. Thickness of backfill lift.
4'o2 lnspection and Testino. lnspection and testing to be performed at the direction of theDistrict. Contractor to cooperate futly with all p"r.in, engaged in testing. contractor toexcavate as required to allow testing. Contractor to backfill all test excavations in accordancewith these regulations.
4.O3 Densitv Testinq and Control.
Reference Standards - Density/moisture relationships to be developed for all soiltypes encountered according to ASTM D6gg or AASHTO rgg.
Field Testing - Testing for density during compaction operations to be done inaccordance with ASTM Dzg22 using nuclear density methods.
Frequency of Testing - Minimum of one (1) test for each 'lOO feet of trench oras directed by the District. contractor to excavate to depths required byEngineer for testing and backfill test holes to density specified. Testing to bepaid for by the Contractor.
End of Section Vl
Contractor may, at his own expense, have
methods of backfill and compaction used
obtained.
an approved geotechnical engineer monitor theto ensure that the desired densities are being
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vlr. T|NG
1.OO GENERAL
1'o1 Scope' This section shall include furnishing all materials, labor, equipment andmiscellaneous items necessary to perform pressule and leakage tests all distribution,transmission and service rines as specified herein for the District.
1 'o2 Hvdrostatic Tests. Pressure and leakage tests shall be conducted on all newly laid pipeand service lines. Contractor to furnish all the necessary equipment and materials to conductthe test' contractor will be responsible for installing the appropriate taps used in the test.
The test shall be conducted between valved sections of the pipeline, or as approved by theDistrict' water service lines will be tested up to the closed curb stop. A visual inspection ofthe water service connection, at the water main and at the curb stop, will be performed tocheck the leakage.
Furnish the following equipment and material for the tests:
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.
Conduct the tests after the trench has been backfilled or partially backfilled with the joints leftexposed for inspection, or when completely backfilled, as permitted by the District. Whereany section of pipe is provided with concrete reaction blocking, do not make the pressure
tests until at least five {5) days have elapsed after the concrete thrust blocking is installed.lf High-Early cement is used for the concrete thrust blocking, the time may be cut to 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 normal static system working pressureof the pipe atthe point of lowest elevation (test minimum 15o psi).
A. Duration
1 - The duration of each pressure test shall be two hours, unless otherwise
directed by the District.
B.Procedure
1. slowly fill the pipe with water and allow to stand tor 24 hours. Expel
all air from the pipe. Apply and maintain the specified test pressure by
continuous pumping in necessary for the entire test period. The test
pressure shall be calculated for the point of lowest elevation, or as
Amount
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specified by the District. The pump suction shail be in a barretor similardevice, or metered so the amount of water required to maintain the testpressure may be measured accurately
2' Before the rine is pressurized, the District shail verify that ail thenecessary main rine varves are open or crosed with regard to the sectionof line being tested- ln addition, the District shall verify that alt hydrant
. valves are open.
Leakage
1 . Leakage shail be defined as the quantity of water necessary to hord thespecified test pressure for the duration of the test period. No pipeinstailation wiil be accepted if the reakage is giu,u, than the number ofgatlons per hour as determined by tne fJilowinjlo._rt",
F.Flow
: Allowable leakage (in gallons per hour)= Number of ioints in the length of pipe tested: Nominal diameter of pipe (in inches): Average test pressure during the reakage test (in pounds persquare inch gauge).
Correction of Excessive Leakage
1' Should any test of pipe laid disclose leakage greater than that allowed,locate and repair the defective joints or"pipe untir the reakage of asubsequent test is within the specified allowance.
Air Expulsion
Always provide a 3r4" tap at high point in rine for air expursion.
Test
After new main has been reak tested, the rine sha, be frushed byopening one or more fire hydrants for approximatery 1o minutes or untirsediment has been flushed from system.
L_
ln the above formula:
ND,/F
7qo
End of Section Vll
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1.OO GENERAL
1'01 scooe' work under this section shallinclude furnishing ail materiars, rabor, equipment,and miscellaneous items t";;;;;il o,r,nr""t atr raw water, potabre water transmission anddistribution pipelines' service lines, and "ppu*"nrn"".-"" specified herein for the District.
1 'o2 standard' Flush and disinfect potable water rines in accordance with the proceduresset forth in AWWA C6Ol 65, @
1'o3 Pioe cleanino' lf the pipe contains dirt or heavy encrusted matter that, in the opinionof the District' will not be removJ ouring tne trusrring opur"tion, the contractor sha, creanand swab the interior of the pipu-*iir, a five percent is"z.l tso,ooo ppm) chlorine solution.A'
lj?':I'""tv Flushing' Flush.pipeline, except when the tabret method is used,
" -,,ffi1i,"J#:il:]t lff;lillXTriat' the rrushing "0"."i,"" snarr oe,eLi
1.o4ffi.lngeneral,chlorineshallbe.appliedusingthecontinuousfeed
m e, h o d ",, x# i'r JJ' ifl : 1 +,i i FTil tl : i : 11k1" k i,.",: ,*, t J : :2SOO feet) of small diameter mains ( 12,, andsmaller).
A' continuous Feed Method' lntroduce water into the rine at a constant rate whireadding chlorine at a minimum "on"lnir",ion of 5o mg/r. Maintain thechlorinated water in the pipeline ro, " -ini-um of 24 hours-after which periodof treated water shall contain no less than 25 mg/l of "nr.rir" throughout theentire length' Repeat the above pro""our" if the .Iriorur "i,i" "no of z4hoursfails to meet the minimum concentration.
B' slug Method' lntroduce water with a minimum chrorine concentration of 3oomg/l at a constant, measured rate into the pipeline. Apply the chlorine for asufficient length of time to develop a sotio cotumn or srug of chrorinated waterthat will' as it passes along the line, u*po"" all interio^Jri"*" for a period of3 hours' check the applicition at itre;;;;""- end of the tine.
c' Tabtet Method' This method shall not be used if trench water or foreignmaterial has entered the line of if the *"iul, is below 50c (410F). Becausepreliminary flushing cannot be used, this method shall only be used whenscrupulous cleanliness has been exerciseJ.
Place tablets in each section of pipe in sufficient number to produce a dose of5o mg/l' Refer to Table 3 of AWwe c-ool for the required minimum numberof tablets' All tablets within the main -;;; be attachei "iin" ,.p of the pipe.Adhesive for attaching tablets ,o inu ,op'of :ipe wiil be a non-toxic watersoluble adhesive' lntroduce water into the piperine at a rate no greater than 1ftlsecond and retain the water in the pipeline for a perio d of 24hours. After24 hours' a residual chlorine..ter, rnrri#performea. The rocated water shallcontain no less than 25 mg/l of chlorine thioughout the entire rengtr,. lf the
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residual amount of chlorine at the end of 24 hours fails to meet the minimumconcentrations, the rine must be retested using the srug method.1'o5 Final Flashing' After the required retention period, frush a1 heaviry chrorinated waterfrom the main until the crrtorine co-i-c-entration is nr'high", than that pr"rirng in the system,;:f:: ItJ "TrY'r,"?l"u
tr'L ',"in rin" n"" L"", J,operrv nushed, ."-i"" rines sha, be
1'06 Bacterioloqical rests' After comptetion of the finar frushing and prior to pracing thepipeline in service' "otG"i;-pr", iro- the end of trre rine ano testJor bacteriologicar quarityto show the absence of coliform organisms. ftre nrmoer and frequency of sampres shalrconform to the requirement" of ir," piblic hearth
"uanori v having jurisdiction, but in no caseshall the number be less tnan one t5r cntorinated supplies.
collect samples in sterile bottles from a. standard corporation stop furnished and instared bythe contractor in the main. oo .toi
"ouect sampr;; ;;g a hose or fire hydrant.1'o7 Repetition of .Procedure' lf the original disinfection fairs to produce satisfactorysamples' repeat tn" oisinte"tiln procedure .-til ."ti.tu"ro, resurts are obtained.
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End of Section Vlll
B-26
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2'o7 Air and vacuum Vaults- lf bridge crossing is at a high point in rine, insta, a, air andvacuum valves appropriate for design condition". s"" standard Details 3 and 34.
IX. SPECIAL CONSTRUCTION
1.OO GENERAL
1'o1 scope' This section shall include the design and construction of aeriarcrossings, rivercrossings' storage tanks, pressure reducing ,"u'it,
"na booster ,,u,io*. Because each ofthese structures will requir" un unginuur"i d;;;;; l'o meet fierd conditions and individuardesign criteria' this seciio" *iil-noa ",,"-p, tJprovioe comprete design guiderines and::tJl',Tlli;,"?i,lixl;"1#il,l**,1,{ufiiru:,,11.1,,,",,nes that must be ro,,orved
2.OO AERIAL CROSSING
2'o1 General' This section shall cover the design criteria to be used on aeriar crossings,including water lines suspe,r;; tro* ""i",irg ];0" proposed bridges, and rines aeriarysupported over steep canyons and arroyos. ln both of the above "roJJig", an undergroundor river crossing. will be''"qui*J unless speciai Jcumstances render the berow gradei[1ix':';nf,']f';j;;i :i:,",f:;:il1l,lli1yjol'l ",o,,ins i, "c""piab,e to the Dis-trict,
2'oz Pioe Supoorts' lf pipe is to be supported from an.existing bridge, a structurar anarysisshall be performed to oeie'min" itih" urioge ""n *i.tr,and the addiiionar roading. rf beingI'j:j:".lJ[;'"* bridge, tnen aooitionar-pipe i";;j;s shourd be incruded as a dead road
Pipe shall be supported with a pipe hanger: that a[ows rongitudinar movement. support sha,be an adjustable steel yoke pipu lott-o,, approved equal. tn aodition, u hoii.ontar support frompipe hanger to the bridge tnuti ou provided so that the pipe assembry w,r not moveI'illn'fl'1":nH":J:1';::;;1";;Jl;ffini"o,".'iu pipe hange,"-.n"rr depend upon the
2'o3 Pipe lnsulatign' Aerial pipelines shall be prevented from freezing by pipe insuration.The insulation R-value and thi;k;;;s s.h.a.ll be o"Jign"i to a generapy accepted standard for;:"s:ffi:ff3 ,lTjij,:','t;on shturd have a ri;;;;. B-varue ot'zo. rhe insuration shail
2'o4 lnsulation Protection' Provide.an aluminum jacket with moisture barrier strapped with;::[ffil:TLiff'"' Jacketins thictnes, sn"ri uel,nini,-nu, of 16 mit. provide insuration
z'os Pipe' Provide class 52 ductile pipe with flanged joints, ANSI B 16.1, AW*A c1b1.2'06' Expansion couplinq' Provide a.restrained expansion coupring between each rigidrysupported point of the pipe' Follow all manufacturJrls recommendations when instaring.ff-ffi'::,::,T::?:,f:L!rffi,"""iut" 'o
*"iu', ili"*,.n"n, personner ror maintaining and
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B-27
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3 8,'i"-T*ffffi j: ;"":lj::,;;.1;.,"T."', be provided on either end or the bridse. rr
"'"3i; "*-=#X'",:ff?'J;:::.r'0" shourd be praced in a rocation where personner can
3.OO RtvER cRossINGS
3'01 General' This section covers the design criteria to be used on river crossings.
*:;.. ,.naffirH*.":,ffi:T:,?;;:""""d in concrete for the rensth of pipe underneath hish
3'03 Pioe' For river-crossing' the pipe joints sha, be.push-on joints with ioint restraintclass 52 D.r.p. Manufactur"r;i'ruiur"nce - Griffin snap_Lok pipe or equar.3'o4 Bend Restraint' Alt vertical bends shalr be restrained with verticar reaction brocks andalr thread rods between bends oi-u-u,*""n bends and concrete thrust tie.3'o5 Permits' Generally' a river crossing wirr require a 4o4permit or Nationwide utiritiesPermit from the nrmv,coipt;;;;g;"ers. The Appricant shourd begin the permit process assoon as possible' as the process Jan take t.o. ici-go days to secure the permit.
4.OO STORAGERESERVOIRS
4'o1 General' This section covers the design criteria to be used on storage reservoirs. TheDistrict may allow eithe* b*i;-"oncrete or above-ground steer reservoir. The Districtreserves the right to require either a concrete or steer t"nk d"p"noi^g
"" ;" fierd conditions,:jt"?3:t
location of the iant<' ir'" dir,ri"t sha, o"t"r-in" the size
"rio io"",ion of the storase
l3.i'-lili;ifi*ffi;,"t;;] ;11.::,::gicar report sha, be provided which makes
4'o3 structural Desiqn' complete structurat design, with carculations and shop drawingsil:,il,fi,"fiij;[T*fii*?glit*1;;;,;;,JJ ,, " werdeJ
"i""r ,"^r. is provided, it
4'o4 cDH Requirements' All cotorado Department of H.earth, water ouarity contror Division"Design criteria for-FoG6te wr1"r"bvrtems,, sha, be forowed.
]';.".",,ffi;..;;"f".;1l1il""J:.etryshallbeinstalledandshallincluderadiocontrolled
4.OO Tank lnsulation. Not Applicable.
]-?J,,",ffi.."xff.anAWWAapprovedpaintsystemfortankinteriorand
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B-28
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5.OO PRESSURE REDUCING VAULTS (PRV}
U.Ol Generat. This section shaltvaurts- JiEE,t,ict shan ;;;;;;""il:,,:::,ffi':l fi[::: to be used on pressure reducins
! 02 PRV Valvq' .I-h" PRV vatve shall be a G.E- varve as manufactured by G.A. rndustry..r*T,H"';:];":n'" o" " tins;
"1","0, r,vor"rii""ui'oo"r",ud, pirot controred, diaphrasm_
5'03 Pitot contr:ol svstem' cast bronze ASTM 862.with 303 stainress steer trim. rnsta,tsolation cocks' "to-n! "ni o*-J^n speed contror and strainers on pirot contrors.5'O4 Pressure Gauses' tnstall two stainress steer,riquid fiiled, hermeticaily seared pressure$ifl::,iIl$?Ti,""#,:?$::f,1I*ii:ffi:Ti*io",." at main in,et and out,eior,.urt
5'o5 Bvoass Pipfng' lnstall a bypass around main pRV v-arve so that mainrine can be fired::H:IlTnaintained with Fnri""rr" ou, ot ""rri"u. Bvpass sha, be instared with an
,U_.OU
presspre Relief Valve. tf dami
'1 :pun po.ition. tr,"ntJE.,;;;;;,:?'!:,3::ffiT:T,"tjqJ:^TJ;:::[]j"J":JJ F#:leither the main rine or bypass tine.
"pressr*
;";;i;"ir" ," be pipe to dayright.
F;V""lffiiff;.J::.,,isotationresilientseatgatevalvesinsideofvauttsothatmain
3;3fl *f,ffi;"I';flfJ,"J';:l:::?l1",,LTiIwarve on both inret and outret of pipe in
5'o9 PRV vault' All.valves' appurtenances and pipe to be encrosed in a concrete or steervault' lnstall link seal ot "q'i'lLn, bu,*""n oilI i^i,",., outrets and vaurt war. providealuminum manhore rid markeJ'vr;,;r" on "on"i"i""r]urtr. Aruminum MH ,rng, sha, be3::J;::5 ffiAi::;Jni:'';"i"*tine";:lll;;1,:,",:"",1nd", pnv ".Ji"", A!, vaults to be
End of Section lX
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4n5t97
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B-29
ii"1"ffi.Beadvised.thateachcroSSconnectionwillrequiredifferent"'-o,Ji[*;;il:ffJILTi]flil;";|;,:,?11:",1il""0;;ii;;'.ul,lr",ion" ;;o;;;;;
The fo'owing approved devices can be used as backfrow preventers.
A. Air gap.B. Double_check valve assembly.C. Vacuum breakerD. Reduced pressure principal backflow assembty
1'o5 Testinq' state law requires that the backftow prevention devices be tested annuaryby the supprier or owner il;;;;;.k;;;;r";;:';;i1",. of such tests. rne devices shourdbe tested by someone certified as a backfto* pr"rullion oerice tester.
End of Section X
x.BACKFLOW PREVENTION
]"3i"",,:[j:,i.":l?,,.;:"common(butnotlimitedto)cross
Hose bibs - Vacuum breakerlrrigation lines
Fire sprinkler systems
Boiler systems
Dishwashers
Solar homes using potabte water as heat source
A.
B.
c.
D.
E.
F.
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4n5t97
1.OO GENERAL
:rlJ, "ffi;,"lhis
section shalt incrude the use of backfrow prevention devices to prevent
1'o2 Requirements-' All work within the District rnust compry with the current requirementsilfftrHi:"x tt%i*[l"J'ot
"'o." ";;;;ffi".and backrro*". -su"h
raws incrude.
B":;:::;:;;TT|,::;r,;i!"h1#f :#i,i!x:lHdrim:,i;l;:;i'#; j::j")i
ln general' the law states that it is illegaJ. to have or to maintain a cross connection on a pubric
water supplv' cross
"onn""tion- i"'o"t,n"o ;;;;;;nn""tion which *ouro artow water toH[:?flf.li,?fri. ptu;;;;l;;J:"i' water system in.o u water "vr,u,
-rrppryins
drinkins
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B-30
PVC pipe,
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& SANITARY SEWER LINES
1.OO GENERAL
l;? 1..#ff ,y,Th' :i ";:?::, :::: "i,:11,1 i n c, ud e rurn ishin gffi :l'"T1":: j::':'#;,in:Ll,,,i[:,i:11#"":1"J"H;T':;a p p u rte n a n c e s a s' p
" "
i ri "i' i ;; ffi ' il ; :';il :
tJ
ifl ",;:: ;il: .1-O2 protection of-Tetr+g!-qileer!. Ail pi
all materials, labor and toolsall sanitary sewer lines anJ
a n o p.offi
":,i JJ i?'uo "!|"il.,:HI: ".i jTl ?: c a reru r y ha nd red, storedmaterials be dropped ";jffi;; ;:"'".r::H:fl: j..,::il: n t d a m a s e t o m a t e ri a,, .
- i."ii I ?,11".' X l",i :T: I
Precaution shall be ta.ken to prevent foreign matter forr;."::,ili;:ns instarati.". ir#" ni,0."0,i",1".i".;;;;;;;ffilr,,,n;I:,:ilJ,;:ff:;[T
At such time as pipe installation is suspended, either temporarity or overnight, the open end::l::.il:";:iJ::" seared witn a i#,-tisr,,;t;;;;,'"=,"n,
"n.,".,"Joi,,*"n water, debris
Under no circumstances shall trench ,
3::'",1,^,:l: l:"_1"n. ,n",.",',;",',':frj:j,?"#::::_:o^::,.u,,^,,he piperine when water i:lr H t"+il: I l?tx k *ffi i *T r #[#J *ii: : r l"x :i! iry: i ;
"
I rT ],TT",;llJ;,yig"".,."n" i ffi;i J# J:H,:Jpipe flotation.nt, adequate measures shall U" t"t"n ll ilI:::
lf, in the opinion of the Engineer, the Contractor is inrforeisn matter duri r?""-?:::1"^,ll,j. in"3rabte of keepinsends with ctose w
ng tnstallation, the
ove n bass,"iir ii
" :?il::.;:i,',",HJil:*ffiil:
2.OO MATERIALS
This item covers the types of materiars that wi, be alrowed for theinstailation of sewer rines'. err m"i"ri",, used sha, ou n",i],T?l-?:^:1" construction andconform with applicroru stani;ffi;: indicated herein.
ew, of the best quarity
"r"ir"Lil ,"J
2.O1 Ductite tron pioe Fittinqs. Not permitted.
the pipe free ofto cover the pipe
2.a2
ftet r\96059..9A
4r15t97
1.
2.
3.
4.
tpe, through 15" diameter.
Material Reference Standard _ ASTM D1lg4Pipe Reference Standard _ ASTM D3O34Class - SDR-3S
IVlarkings - Manufacturer,s
Type pSM, SDB_3S, pVC
number.
i name, nominal size, pVC
gravity sewer pipe, ASTM
cell classification,
D3O34 and code
PVC Pipe, 1g" to 27,, diameter _ Not Applicable.
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C. Fittings
2.O3 Force Main.
A. pVC pipe.
D.
1. Type - tra^r^u:l-ioint or mechanicat joint? Materiats _ asrru'or';;;'.,"',3. Reference Stanoal - o"s-r,v, D3o34 or ASTM F67g
Joints
1. Type _ push2. clli".'r]r-J'-on rubber gasket
'ence standard _ ASTM F477
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B. Fittings.
] l,Iffi; #'r:::;:; ;l"Jf:rechanicar joint except where speciricary
3. frejerence
stanoa'J -'ir'rsllewwA c-r 1o/A.21..ro.4.
"",*x'i..,l,i::";tT^ffi" ;**;. ;,,C. Joints.
"
y:"t:::'t - ASTM D1784,Tvpe 1, Grade 1, pvc 112O,2OOO psi desisn
i L"-r^"j""::jj11oaru _ AWwA c_soo.: !.rass rio ion_i's:)4. Markings - Manutacturer,s nar. Ir. ,!?o, rrrsr rog;, ;;,;,"'1,";J:3:", size. crass pressure ratins,s :Y:,if^?, T:'l"*, il;,,,:'ili;Jlllil3 Sffi1iffi,;ffiJH iT:Ii#:,r:"'""xt lqrla cooner insurated wiresize - sharr confo.; ;"";;,'";J:,#"t#t":;lH
Push-on rubber gasket
oasket Reference Standard - AWWA C_1 11
1 Type _ precast
? Reference Standard - ASTM C47g3. Size - As shown on the Drawings
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ve strength of not less than SOOO
2.O5 Manholes.
A. Concrete Rings/Cones
2.O4
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C.
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Manhole Bases
1' Type - cast-in-prace 30oo psi 2'-day compressive strength concrete.3 F;T::[:3":ff#T1t#.#iT3'?:,;e ,moaireo - -
Manhole Steps
1. Material - Aluminum, ASTM C47g3. iilJl'J:i;":U."n:Xiilide aruminum with srip.proor tread4. Mountiig _ Grouted',, ,i"." ,_ 1 modifiJd porttanJcffi;: *"^
concrete ring with,AsrM Ct 5O, Types' rhe first step sha, u" no -o,filT""?::i:"1f1x:,fj#:fitnii;;,,.
Joints
1' Type - Rub'r Nek preformed gasket as manufac^ companv, tn", Ho,irto;;';;;;, or equat. tured bv t<.t. snyderz. Cement Mortar fr4"t"ri"f h"t""rl,
IYi^"J:ffi1i::#t#ffifi ::1":',T."#i"T*[l?i:',:i:::
B.
D.
1.
2.
E. Grade Adjustment Rings
r II?'
^iJ:e'j fi:ry s;r? Iffi1.T:.,':fj,,"il:,i,:?01u,,,"n,.
trr| . Frame and Cover.
) Materiat Reference. Grev rron, ASTM A4B, crass 30.3 iii{ f,.il:"j":r[;i#i"xr*,[r:i#:,J,,":[t:nffi;".,;,
4. fl,""'rir1;","rer Reference _ Neenah, R_r 706.2.06 S"*"r S"rri"" Ur.
A' wyes - Required for a, new sewer rine construction.
1. Materiat _ ASTM D3O34 pVC.3 jjl;i:,S,,;* :,..::j,i"*fi,
B. Saddles.
MAICTiAI . ASTM D3O34 PVC
3ill; IJ,?I""J,:;il ;1,r :fi ,:l!":llnress stee r com pre ss ion ba nd s.
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A.
B.l:
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2.O7 Shear Gates. Not Applicable.
2.OB Flat Gate. Not Applicable.
Gate Valves. Not Applicable.
Butterflv Valves. Not Applicable.
3.O3 Pipe Embedment.
2.O9
2.10
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lt lSt97
2.11 Valve Boxes. Not Applicable-
2.12 Tracer Wires. Non Applicable.
3.OO METHODS AND PROCEDURES
:'o1 cleanino and lnsoection' clean all.pipe, fittings and retated materiars thoroughry of a,rorergn material 'nd it'specild'
"'""k", ftaws'or.ir'l,ri.e.fects prior to instaration. Mark a,,lTT,t::"'
damaged o' untounJ'."iJri"l" wi*r bright ,i-.,")n,nn crayon or paint and remove from
The Contractor shall take all necessaenterins the sewer.rines ouring;J"";?"?rr* Tr:Til::H:,ril1r?JH,:?il$l,;J,*""r:;["#the contractor shall furnish "rir"ilr ".d materiars n""*r"ry to ctean the system. Under nocircumstances will the contra",*lr*h ,nu o"uiir'in"tl"n existing sanitary sewer system.3.O2 Placement of pioe.
A. Batter Boards. Not Applicable.
B' Laser Beam' .All sanitary sewer pipe must be instaged with a raser. rf bendingof the beam due to air temperature ,ariations oecomes apparent with ,,in pipe,,;:'t: il:::?:l be provided io circurate air in in" pipu. Air verocity sha, not
o p n o n ",, n i' I i n?"." ::. ff n: #,:!.J:i, ;" :"':il,;il i :H j iil ; I ;:J::of setting line and grade sfratite abandoned.
Placing embedment materiar - Refer to section vr for pracement methods.
Embedment crasses - Refer to section VI and construction Drawings forembedment materials for each "tr.l-[",ud below:
1' crass A - Use where indicated on i.h: Drawings and where improper
lTff:'t:r:::::"0"",ed trench conditions ,"qui7" its use ", o"te,i.,,in"o
2. Class B - Use for alt pVC pipelines.
3. Class C - Use for all except pVC pipelines.
B-34
3.04 Pipe lnstallation.
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A.lnstallation of Ductile lron pipelines.
1' Pipe Handring. pipe shourd be rowered into the trench with ropes, stingsor machinery. Under no circumstances shourd the pipe be pushed offthe bank and allowed to fall into the trench.
2' Pipe Laying' Pipe shall be laid in straight sections, in an uphill direction,with beil ends facing in the direction gi r"ving, u"ress directed otherwiseby the Engineer' wnun pipe taying i, no, i,i progress, the open end ofthe pipe shall be closed ty u *"t"r_tight plug.
3' Joining of Push-on Joints. ln joining the pipe, the exterior four inchesof the pipe at the spigot end and the-inside .iin" adjoining be, sha, bethoroughty cleaned tJ ,"rnor" oit, grit, ,ui ioir,ui than standard coating)and other foreign marter. The gas.ket shar'b; oL""o in the be, with therarge round side of the gasket pointing insioe-the pipe so it wi* springinto its proper prace in-sioe the pipe b"rr.--a thick firm of the pipemanufacturer's joint tubricant snati be appried to the gasket over itsentire surface' The spigot end of trre pipe !i"rr1r,"n be wiped crean andinserted into the oett iJconiact the gasket. in" pipu sha, be forced a,the way into the be, by crowbar orr'ack ano cioter srings.
4' Pipe cutting.. Tl" cutting of pipe for manhores or for fittings, or ctosurepieces sha, be done in a ieat'and workmanrilu -"nn",. without damageto the pipe or rining so as to reave u "-ooin-*nd at right angres to the:JJ:r"t;'f#ii;:HffT" cuttins or pipe uv -""n, or an oxyacetyrene
lnstallation of polyvinyl Chloride (pVC) pipe.
'l ' Pipe Handling' Pipe should be carefully lowered into the trench to avoidpipe falling into trench.
2' Pipe Laying. pipe sha, be raid true to tine and grade, in an uphi,direction, with ber ends facin-q the.direction oJ tlying. when pipe raying
;ffi,ffirogress, the open .na ot the pipe ,r,Jio" ctosed f,v-" *],.r_
3' Jointing the pipe. The outside of the spigot and the inside of the be,shall be thoroughry wiped crean. Set the ,iuour ring in the be, with themarked edge facing toward the end of the ber. Lubricate the spigot endusing a thin firm of the manufacturer-suppried rubricant. push the pipespigot into the beil. position the compreted joint so that the mark on thepipe end is in line with the end of the bell.
4' Pipe cutting- The cutting of pipe for manholes or for fittings, or closurepieces sha, be done in a neatand workmanrk" ,,"nn", without damageto the pipe and so as to reave a smooth end at right angres to the axisI
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4n5t97 B-35
3.OS Sewer Manhole lnstallation.
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of the pipe' Bevel the end of the pipe with a bevelling tool after the pipeis field cut' Place a clearty visible ;"Jil; mark at the correct distancefrom the end of the field-cut pipe.
C. tnstailation of Slipline pipe. Not Applicable.
C.
A.
B.
D.
E.
General' Manholes shall be furnished and instailed to depths and dimensionsshown on the Drawings "";l;; stateo in tn" li"ro. Manhores sha, be;:n,t};i:d of precast concrete rings in accordancu *i,n detairs shown on the
Connections to Manholes. The first lenoth nf ca,^,o. ^.manhore sha, be a maximum .r roi'xlni!;T:ff;Htlf"#;:: :1illil:lffi j: jln"","'d or the pip". ln addition, urii"'tare shar be taken byaroundtheinret.:::14i:"T."'&rr::r:ffi ff ':',,;J:f; j::lHlb:::
rubber gasket cemented to the sewer pipe shail be irsea. Ail pipe sha[ begrouted in place with a non-shrink grout.
Manhole Floor and lnverts' Manhole bases shail be constructed to conform tothe details shown on the Drawings. The invert ";;;i, shail be smooth andsemi-circurar in shape, conforming to the inside of the isewer piperines- chanses i^ Jir""",r^ of frow .n",, L""lHlliltr.:ffIflcurve of as rarge a radius as the size of the manhore witt permit. changes inslze and grade of the channers shail be made gradualty and evenly. where rargedifferences in invert erevations "riri, stopeo-flow
"r,.nn"r, sha, be formed sothe wastewater does not undergo a verticar orop. inu invert channers may beformed directry in the concrete;i;; manhore base. The froor of the manhoreoutside the channer shail u" s*ooin and shail srope toward the channers.
Finish Grade and Adjustment. To bring the manhole cover to the correctelevation' the top section of each manhtre shatt be constructed of pre-castconcrete grade adiustment rings. These rings shafi ue not less than six inches(6") wide and fuinished in n"ign," to allow to, t*o_lnch (2,,) adiustments.Grade adjustment with rings snai-ne eight inches fA;j'*"*i*um and two inches(2") minimum. Alt rings j"fl U" g;,"0 in place.
Manhole stubs- Ail.pipe stubs required from manhores are shown on theDrawings. stubs shari extenJ
"rrr.r-^,- atery 24,, tro.n-,nu outside face of the
il:i,Hffiiff::,L|,:capped or'itusseo wiih manuiu"t,,"a rittinss to rorm a
r Connections to existing sewer faciliti
' il:i #:i" 1li, r"" : rili",I;.T:completion of this conna^ri^^ ,^^-^--^:
: : IlJ :l; : 1."J "'ff" : : Till' l? ; ,; :*1* *, :d 1 .11 i""
j : "J :T nx H ffi il'ff l, I T;::::::H:s between pipes or dirrerent materiars snau uJira;: nr,l,i;:.ffi'J:#i"k,lJ
3.06
mrilggGo5g.rpo
4t1Sl97
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Leakaqe Test. Seweilines shall be tested using a lowvill not be allowed. only "f*; ih""'"r.,;rrn, cdr..^_^ .pressure air test onty; water:::H",;'ii;::,.T#"^:::r^^g:ir."'*'i'""'::::,1,T'::i::il?H"[:il:,5::Hiilk]::*fi il:::"J" j""":3Ji.?:*:,,ru[*""".,_,#an air test on the instalte;;aJ;;".
4'91 Alionment and Grade' sewer pipelines wi, be checked by the District to determine[:,"JH,TJ:.'iii:il:- "**t; r,", o""u,.,,; fi; the trenci ;";;"" backrired. rhe
A right wi' be frashed between manfgles, or if the manhores have not as yet beenifiil,"Ji1;.Tl;:?i;[l;:,il;":;":: :l" a; ";#,.' ;; m ea ns or a, ash,i s ht,r th e
!ill,", i: :H, i'f""' o r a n v ot h e r *, "'IJ,"ll'"J :11 TJ :
",;: :[":f *,,#il.3nxrepeated
"r,", "o,nJiIi::':? r::J,?ffi::n"",*;*,",.*^ expense. i"", wis bedefects' determined o, in" a""n,;"'#, shan be "orru"."ilment,
ii"oi""Lo oir" o, other
31!iil;f ri"t?::t^:I:']1" owner sharr, at his option
"n9.". his expense, terevise thestated above.
"'- p.or to acceptance. arr oetJcis'.i",r ou noted
"nJ-"orr""ted as
19,1 Prstestion of Water Sulml rT:,:,,T1.":l"ff,i:ll,:":,:I:^:r:jmum orten reet (1o,)
[i:jt$u;' :J; ? :? l l ; l lffi # #iff ;, Iffi t "',h' :,:# Tt*:.*r { []or is ress than ten l"{:il.riffiil:Il;i,.::"]J""[:,1,,r_r:,,:*_.,1;:;;;:i;;:';:,]:,:::rmpervious by either of thl ;;;H:ds tisted betow main, the sewe, tine sha, be made
im perv ious ov "iin", .i ..i.,: il:T.,llly" ',iil.. H,y;:
3.Og fracer Wire. Not Applicable.
4.OO HELD OUALITY CONTROL
A'
ffi;.I:"nt'.'eet of ou".l1: ,r:r water pipe o.r AW*A c-soo pVc sha,s e we r r, o"'"",I" l,i"ri;lj":;te red. ovu, *",II.3j1, *re j.,i," il,*ee n theconcrete co,ar. rn" ".#l?::il.rffi Jl:r,nil#v.) sn"ri"#._"llu"uo in "on the joint. -"v'v(s u..,trdr wlll oe a rninimum of l',_O,, ,n-i"C centered
Method 2. fhe se
"n"u""rron, "n"ii,*"r
pipe shallbe tulnf?,t9:d with concrete encasement. Theandexten;';;,;"""",i:j:i::i::tri",..ffi il1*il:;;.:,1"r:":i:*:l
:":1i
bac:r:rl sharr be '""J',r'i,,")un, un,
"u,,ring oi the higher pipe.
,;'.";,;";;;:",;:.
,1;,9., ^,
Service Connections. Customei sp^riaa ^^__,:*,'ff :,":":,;=m,*ii"li1lJ,1"J_7#H,j::&:1ff J:Jilpdinaccordancestake except "" "no*n ott"riri"u on',nu Drawings. lnutactuieJ o,rn'"lT;:,[T*:[':
4.O2
me.196o59..98
4/1 5/97
B-37
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{iii:i;^,fl,.ffi",J:::*:""1:1""t^H,,:serves to clean oresurts. rrrr"i" -ut any debris, wet the ,;-o", "rJ'ortou"" more consistentstoppers o,. oinur','u
section of sewer lir" iJu" i"".JJ'0, means of infraiabreor other ororriln"Yitable test plugs.
,:^i"^"i,i" oilnllnrrrd have
"n ini"1',"p,ror connecting a hose to , po*"6L
"ir control source.lf the test section is_betow the groundwater rever, deter
,i::'frff,r::;'J::J::::?::Jffi ;l j::#:iiii#:;I":,,H"^,"J:i::j,,::
rrne, increase the ":::19-"-
For every toot of groundwatJ';JJ"tl;-,:::j:: .
1""yrn".,;"'fi ",,il"',",:",.:n;*,.J.;;i#il{}::"."*lTfl %""#::?'l:,ld consist
"r r""L."I;;ril"'.":::":j::-:l,l"l source. rn""iruqJ,"o-un,which
"rr i]"*"'-ilecessary valves.no Rreszu;;;; to contror the rate atpressure witfrin ;!:rif ".!;i;:",,T,"T: ;: i::fii, onitorins "i,i" "i,:"':irJ"":,il'l;m::;i:,#::r;i,:,i#;:::r,,,?##m;r;tr1"T
Add air slowly to tha o psig-gr;;iJ;$fi:'"T"",*:;::r,n:::::,#jHide the pipe is raised tobe over the pipe. er.", ; ,;;J#; lt o.o ,r;; ;H_,:l ,Uf,yt*;supply so that the pressure is maint"i,iuo o"t*uJrr-s.;ft 4.o psig (above the
a;'"?:"ffi:::,::Jil3?if r::lhig;L;ltLy,.#inu,us-ri;,l*,
,X ?if1;,1 H
p re s s u re * i, r
"
*,"
"",,
r, o"rll r,, n n, lv, n i i I il ; ;l 3 : ;: il :: g jmif
TT:liHil:"'Jfl ;'""."#T""''#'iJffi;,,:i3[-,-.n.oArterthetwo-
;::::::: tJ"#;l nff1iii* I s.,';l".:d#3ltff T:"[: ;,:jstopwatch and this time intllr,rl.[ iipublis.hed tabtes to be ;;;;;"il i"n.t1un
compared to the ,uquiruJ'ii# iniswithint;;;;"";f:,#j:j,lr;T"",,",H:,,..;#:i[:i;*:J:H".lti:
times indicated in the tabres. the o"*"" sha, be oeemeo acceptabre.
iillli^"fiiJ"i:1Ti€the test, open the breeder varve to arow air to escape.
il jlillf ffi :;:T,[J,",],,?ll,""l,,lf#;TJ:,Hf #mnil";"1",,:,ft
'1T""m.Duringtheconstructionofthemanholes,theContractorshalt,
F:i!lJ..J:i[TflTi":.,":llI':;"#"Hl]i'J}",,^:[?q1fi i!";,,,"",y:l:ii:atr""#specification.. --'mrne whether the manhoie triiilrr-,'i" requiremen; ;ithe drawings and
A. Visual Examination. The Engineer shaltt"t]:1,rnd interior, for ftawsl;;;;i r,'ilt vrsuall! check each manhote, bothaf f ect the operation ot *";,-;in-il" ;1ffi iJ :Til ffi :H:iJ:, :ifjJ"r#
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inadequacies be found, the Crrepairs deemed nu"u"]"r';;,"#Birt.]l;,lt n,. own expense, sha, make anyB'
[:i+:::J"il .,t manhores s[a]r !e tested ror rlak3qe and a, tests sharr beu""riirffi ":lr::",#'il::l;,"'^1",
r""t"g" i"., '"n"u
.
be condu"iJo p,io, toand shall be carried out in ,,r"i"lf"*rn manner:1l All lines leading into or out of the manhole
2l The manh",la o,.^rr . ....--'
v' (rrr. rlrannole shall be tightly plugged.
,n",;;:'fr:"jf[ri,,l,;d with water to a
l3ver,at reast one root aboveto arrow ro' ".;;r';;;: ]rXlL,H',?:""|j;*"0 ,. "i*iiJ, ,"*o nou,."end of the two_h""i;"H;"ff:"j:,:".he.manhote material. At themanhote has droppe, o;;"0"'t"tion period,
_1 ,n.". *"i"r'lJiri, in theadded,""-";i"Jil';[i,::1i1r,""",ffi ,;:#x,;n*]i,ylf :*ll":ithe contractor, at ;;;;;;""#:::r"f f:-.!"ll "on.,i,rru i"]ruru,
"nountir satisr"",;..;;;;;;lJ.1X1?Xi; shatr repair the manho;.Jo re-test
4.O4 n.r,.^r,1r^ _ ^ :""uum
test may be performed as an alternate to warer test.t
,c_l!nt1telv0 ., T.l" maxin
l*;,f;] I n: ii# r Def e c, o n s n H *;l :*il r t,i:T::::,13 i, i :i : ; : Ll,:t jpu,,ins , .,no,"i_1'.1,ii"T:::l'#i?il:ils ::n:l:l::_IJ:1fi[,l"fjJ;:[""::Tjtlallowabte diamete-r shatt be ";;;;,"o'1n" minimum int"rill lll"sn ir*"iio"; The minimurn::*;:il:lJ:.r":i::' ;i,i;;fru st"naard specl:r
diameter oit[Jpip", as specirieJ
rno,. sJ"t];;;,;;, minus river perce",, rs"zir-1,"#;".11:::il,fiJli,lff -"n,r""t,,ui,r
p e rce n t ( s % r s n a r rn
: :i"l{ -i::: #f?"r:ffi 1l"J Ui:ii:, t r, a n t r, e },
"
*,1il"1, ;,_,* llf;sections at his own expense. ' ---re and the contractor wirr remolr" ano reptace these
fhe deflection t,each secti";;iil::hall be run between fifteen (15) sp6 thirtv (3o) days after backfiring of
Deflection tests w^ilt be run if, in the opinion of the Distr,
ii:,i",",T1,;i1i"t:
mutuarf i"i",.i"". il il;ff:',,,il:,1',Ii;:IiJl:::"+rn"":,,.,::i*
work incioentai ,Xl?:;i:",s and esuipment n"";;;;; to make ;; ;;
"nd to perrorm any
5.OO DESIGN CRITERIA
5.Ol Sizinq. All coltection sewer lines shall be desiorpeak flow' one hundred gurron;ier capita day sharlld to.ttow approximatery harf ful atror averase dairy ,ow. ^;ffi;;::#:Xi:l :Hiill u'"0. "" tr,Jluilapita contributionsize shatt be g inches. ,y ,aoor of 2.5 shail be used for ,;J[;t;*. Minimum line
I"li*r*itf; fl:.'"'""ities
shatt be maintained between 2.5 rps and 1s rps. Minimum
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5'03 slope' Minimum sewer rine sropes sha, be as forows:
8*
10"
12"
15"
19"
21"
24"
27"
6.00 GREASEINTERCEPTORS
.OO4 ftlft
.OO3 ftift
.oo22 tt/ft
.oo15 ftlft
.4a12 ftttt
.0o10 ftift
.ooo9 ftlft
.ooo8 ftlft
3:9]_ _
Generat. Because of the imo
ff,:"". :::-:" "'" 'u|ui'";:"i:""d1,$rff,:i.'$i,:T':i"""'ffi;i::rreatment prant,
"onro.-un";';.Ti;:1:,::i:.ff
";""?,fJfl ":[#iiltri,:Ts:rr"::",:il:,1"*:;::,i,"T;:*,In'""
;$Hifi;|lr-,rr-sreaseinte
counters, cafeterii
or equipment in tl-
;,.J::::l[:ff ,#Ti::F:tii,,i'r}fi ,,i"ffi*j,:":}1iilFl;::;Hi{fjiii jffi
grease interceptor,",oirJi;#?Iri" introduced into . 'v vr scnoor kitchens, or other
, o, io u
"
iJ ;;, ffi , ff ,H:: ff; ;:*i,; ;n:*;li6.O3 Soecifications a.,.r D.^^^r
Plans shallbe subn .
instailation -rr"
Jr,"'t'ed to and approv^al obtained fro. a.h: District prior to thesror""iion u".br"."' srease interceptor in ;il ;;r;tt'irr,."nt set forth in
No grease interc
ilffi ,..{;:ff :i;:,1.]i1i,rJT",,,"I::#j,:llHil::,J;J::,rff
:;J:;;J
No grease intercrr""' ,n,"i;",,}"ii3; ;5llfJ;::,fl[:,:n,"h has an approved rate of frow of
ff:,? iyli;f.#::.:or piece or equipment connected
rnstalled in , ,"u,..lith an approved type flow contr(
to a grease interceptor
;i:tkiJill#:iiii:1?hTi.:riiol";;;,;;';"i11iiiX1:::'"::::;
rH..,:,r*i:',Hr$ru#i*ih.t1l1lH.'fr {*;;}'=HjH:'li
Each grease interceotni roa, ,i-- t trrow i'ni"i''-i;';;;:l::r'required bY tr '
tota,numb;;-;;."[::l;:j[t*:.lj:"1:T,"J;:,1::"?,:f::fji;:ilj
lected thereto or disctrarsi"f;;r.".
A.
B.
C.
D.
E.
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4^5,19,
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The totalcapacity in galtons from fixtures discharoir
;::';J;,".",: t*o ","'i ";;il; (2/,) 1;;;;",;:"row rate .;-,-# subject
Any grease intergePtor instalted or tocated in suchmore than four feet (4,1-;;:; .? manner that the intet is
::,.,8,ni;:,1" l?.:, "
n i n, u."
" o,l;, i:iii, ='#. ffi .",:l: : ti.* r* I;* [schedure. --. rrrty percent (soo/o) greater,n* ,nli'given in the District,s EeR
No more than fanv one tr r gr"oaTe(r-iff:ilil:Jixtures shail be connected to or discharsed into
iir:E!:'#;ff
of this section, the term ,,rixture,, shar.mean and incrude eachconnected ro ol1,^Tpliance' apparatus or other e,section. _rdischarsed intoa srease ;nt"r"uptl:H::;,r:::il,T,1#,nll
Each grease intcoo" In-JJ;;il;:t""otor shall be vented as required by the Uniform prumbins
[y":*:L.,",".:T:^o'iln:;f X[:f $;-:;m:il:1'f :H[i,J;,ff ljlr,o'i.oni"i'0ilil::,H,#ffi: i;a rixturst*r'i-
" sinsre rixture when the
AT,::::"rroui(+)r""i.J."i#JfrlJ:,::ffi1;,J:J::"il".H,::".,:::::,.ff j
Each grease inte
*1*[;]iJ;::,i_#"."";ffi ",'":'?ill'1""1,i;::i*T;"T:,:*XJ"?":i",tr
lnterceptors shall be maintained in efficient operatincremovat of the accumutate,_;.;.;;,,",:,1. ll!l",ing. conditions by periodicintrooucej',"i."-accumulated grease. .No rr"r, ".i,"cted grease shail bedisposed or in "n'll.9::1""n"
piping,. public o,, ,rirJ,"uenvironmentatiy ,uf" *"nn;;.-"'-td S€w€r, and it shall be
Each grease interceptor shall be constr,, rtoA ar ).._-t .
Il"."# ::f "
n o
"
n u il;' ff , ;;';11""J:ff I ::H "#,1f :::T:'j: :i;X j:
No water jacketed grease interceptor sha, be approved or instared.
Each grease intercin"r,"Jr"z1l;;Hi:::';:"J,:i::""i;r,?:'",,",1#iilff
:1,:lf ;[::JlantwoNo grease interceptor required by this section sha, be instared untir the typeand moder of each size thereor r,"r'o"un approved by the District.
The District may r"gy.i'g such tests 35 r.sy be necessary to determine thegrease co'ecting efficaency "i;.. various tvpll-ano kinds of greasernterceptors to estabrish thl ,; ;i,ow oi otnll?,i"n thereof. such test
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B-41
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requirements may be. r.evised or modifieo foo.* time to time as may be deemedNC
il"-""T:y"?lJT,?l'lii;"11*:,J:mvedandacceptabreintercepto,"l-r,lrr
P_ N(
-i{^iffiI;:T::"J.shalr be instatred which does not compry in arr respectsWn"n"r"i it ln"U "i,
of each size approved. a1d """"o..0 by the District.interceptor does not
me to the attention
.
of ar," oi"a-ri"
revok e'.r" n-""p"p-.;;"i.
t " co m ptv, tn"' bi"tri". J" rr ffi ;T, Jlil illrfl:" ::
7.OO CLEANOUTS
All service lines shall have a minimum 9f one (1 ) creanout per one hundred feet of piperinefiitiql,"f:1,."
consistins oi'"'*.ti"ar eoi ;"ffi; diameter
"t in"l"*ice rine sha, be) + "
"
i 1 n" ;il :T"[:j lXI' ;; "{*:::i !*j-T[i *il., # j:i*
^ * :,# li, #
: H ii. [1,"i":: ;: : ;l,f l,*t I:H : :j'SIJ":#:, f l u
"
*, * ", ; ;; :;; e"';Xdi: t,i ;
8.OO TELEVISING OF SEWERLINES
The Owner shall.oi"i,i"i.,,i,,iJJi"?: [.Jfl"Xii;.l"jil,i?,',,l:]:::,,"r of the rine prior to acceptance by the
9.OO TWO.YEAR WARRANTY
A letter from the"sru=i"ni;i'd;ri"[lrT providins the District a two (2r yearwarranty from the date of
End of Section Xl
oed\gr€O59..98
4n5t9t
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B-42
ATTACHMENTD
O SMITHAND LOVELESS, INC.SUBMITTALS
e Grad
) Statio
Ffective
e
NS
Fiexib;: S::,iuii ,i.jesigns
Wet Weit lvlounted Pump gotion
Recessed Wet Well lvlounled Pump Sration
UPSIJLAR' Wet Well i|ounred Pump Stotion
h & Loveless. lnc.I
lrro.r.,.. oc;
Benefits
T
I
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lvontoges
Qualiry non-clog
T;{T:k":.
ff.]'*-:T;,".
and tested prior to
$;ff,l.,,i,'.1?,"0",ancl assemblY
oroblems.
lppticuule in any
environment.
1::n:ro*he
ffi;xri{*:
*l[i"#i"',",ttr
allowine for easv
*r,'-,:l;., "";repair.
[:rJ$t['I,',? "'
svstems with built-in,
!i r-sat-e cornoonents.
I
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Designed for the 0per0t0r ' Just lhrow Open the Hood
llutrtcnonc<'r eur rr'uf, thc ll-ct *ell younred PunP Stotion
sitr, L' ull oi tfu' tquipntnt L* luotad ahotc grodc
Perhaps the most notable characteristic of the Smith & Loveless
Pump Station. Recessed Wet Well Mounted Pump Station- and
Well Mounted Pump Station is the location of
the mechanical equiptlent. By housing all
pumps- lnotors and controls above the baseplate
and under a fiberglass hood- inspection and
maintenance are as easy as checking the oil in
vour car. Just throrx'open the hood. This above
the baseplate design also keeps equipment
separate frorn pennit-required confined space.
Smith & Loveless'above grade pump stations all
have a compact design. lou'noise level and
modern appearance- helping nraintain a lou'
profile in any environn'rent.
Wet Well Mounted
CAPSULAR WCt
Sincc !916. mort
thaa )l.(XN
ircrollatiorc of
Smilh & Ioveless
pump stotiots hote
grota rc be
relioble. cttst-
eJlecrit'c.
approaclrcs to
v'asta\t'cler
punping u'c'ds
Ploce fte
The lu' prolile oJ the Recessed u'et lt'ell Mounred
Pump Ststion is ideol for cold climotu lncute all
cquipment is eonh insuloted
Just Below Grode
The Snrith & Loreless Recessed Wet Well
\4ounted Purnp strtion combines the benefits of
the Wet \\'ell N4ounted Pump Station with those
of a buried station. The low profile is ideal for
cold climates because all of the equipment is
earth insulated. The equipment chamber also
keeps purnps and utotors au'av from the wet
well in a regularly'r'entilated environment. This
iust belou.grade version also allows for
pumping fiom deeper gravity mains for wider
pumping head applications.
,6\ ,:1
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[hoose the Stotion thot Fits Your Needs
With more than 50 years in business- the engineers at Smith & Loveless have seen
vimrall,v every t-vpe of flow siruation. They can custom design a pump station to meet
you1. o.ed, that will have some of the highest pump efficiencies on the market today'
AIt ofsmith & Loveless'above grc.le pump slations have
equipment housed separalel1' from the permit-required
Smith & Loveless'above grade PumP
station product lines come in a wide
range of pump configurations (see side
bar at right) that allow you to choose the
station that fits Your needs.
The fewest Parts. The easiest
disassembly- The heaviest shaft cross
section in the industry. The only pumps
specifically designed for positive confined spoce a'eI well
views appear of
& I-ovelessWet
ir,{ounted Pump Station
.'itre Recessed Wet WeU
uted Pump Station
. and the CAPSULAR
MountedPumP
(bonom) model lines-
Trr.o-pump
Three-punp
Four-puntp Series
vacuum primin-e. These are just a feu'
of the fearures that make up the best pump starions in the rl'orld' But' if you still need
proof. ask anybody u,ho already o,*-ns a Smith & Loveless pump station.
Flow Scheme
priming the Lcad Pttntp - The liquid level rises in the rr'et u'ell and tilts the low
level "on" displacement srr'itch. u,hich activates lhe vacuum pump and primes the lead
pun"rp. \\,tren the liquid Ievel reaches the le\el-sensing probe in the pump' the pump is
primed. The vacuunt primine svstelll shuts otf. and the lead punrp starts' The purnp is
designed tc'retrain primed from cvcle to
cvcle.
Stlndbr Punrp - If the intlou'continues to
rise, the high level "on" displacement su'itch
is tilted, which activates the priming and
pumping cycle of the standby pump-
Transferring Liquid - The liquid is drawn
up through the suction PiPes to the
centrifugal pumps and pumped out through
the check r ah es and plug valves into the
force main.
Shutting Ofl'Puntps -_ The pump lowers
the wet well level until the pump low level
"ofl'displacemenl switch tilts and shuts off
the pump. The pumps remain primed. The
vacuum pump will not come on unless the
liquid level has fallen below the level sensing
probe, and the low level "on" displacement
switch is tilted.
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Above Grode Pump Stotions
isn styl*
Hl;'", 8." 10" and
rsented by:
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F.rtur(i ttD thr purc. r/rc Sarirli d.
-in ."i"u purrp
r5i71rr'ti tup mirltller. titt stundord tuo-pump Rctesscd
ll'et tl el! llounted Pump Station tshonn ahotej. and
thc tl'et ll'ell !t'tounted Pump Station {shov.n left).
TffiT"fif-,**
r to 5000 GPM
] soo'ron
rdels are available ro fit
lH.liiifJ,il ''
indord 0otions:
f, t,u,..tT"o,
ogrammable Logtc
ontroller
ftableFrecuencv
uxiliarv Heater
[,::l).'::l':'::*",.
lnH:;onstructron
riJ:'J::i:,...,Standard Fearurcs:
O l"To' .-Hrsh!'St ctliclcncr. Hcer r
dun for long lil'e and
reliabiliq.
l0 Santa Fe Trail Dr.t ::":';'f;i,'.7
re: 913-888-5201
I 313.331.3.i3
uv-gnft haridorebss.co.rl
seal has one ofthe lonqesr
life spans on the market_
Motor & Pump Shoft
Olersized solid stainless
steel shaft '*'ith oversized
shielded bearings.
Pump lmpeller
Trirnmed indir,idualll, to
exact design capacitv u.irh
full-diameter shrouds to
prelenl seal w,ear and shaft
binding. The punrp impellc-r
is keled ro tapered shafr for
easv removal.
Control Ponel
Dead-front design increases
operator safery and
simplifies service.
level blou'er. a
thermosratically' controlled
electric heater u'ith optional
insulated hood.
Level Sensing Probe
Enclosed uithin transparent
dome for visual inspection
of priming.
Dischorge Pipe
Compression t_vpe coupling
provides for ease of
installarion and fl exibility.
Plug Volve
Easy I '4 rum operation and
positive seal for individual
pump isolation-
Suction Line
There is norhin-e else in the
wer u'ell except the float
switches.
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Exclusive Smith & Loveless Separates pumps and morors
o ;ff,:I .I;.';'n'on-,ru*n,,n" o Iilllij:".:,X,::11:"t
check r alr es r.r'ith exrernal-
ann design.
from the u'et well.
Thick Fibergloss Hood
Protides prorection and
complere access for sen ice
and maintenance.
Equipment Chomber
Los protile design increases
suction lifi capabiliry.
Vocuum Pumps
Dupler vacuum pumps lor
positive pnming arc- ffrounted
for easr inspection and
nraintenance.
Solurions.for a v-arld of u.ater problems
,ers O srnithandoveless.corn
@,1991. lC00 Smirh & Loveless. Inc.
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FACTSHEET
Redesigned Recessed Wet Well Mounted
Pump Stotion:
lncreosed work spoce Meets No.l cuslomer Request
Combining customer input with engineering irurovation and manufacturing experience, Smith & Loveless
has redesigned the Recessed Wet Well Mounted Pump Station ro meet yourNo. I need formore free
workspace. By increasing the diameter of the station from 6'- 10" to 8'-5" and by increasing the height
of the station lrom 5'- I I 3i 8" to 7', our station provides more free work space. Belorv is a 3-D
draw'ing of the Redesigned Recessed Wet Well \Iounted Pump Station. The new design is also
available in series and triplex confi_eurations.
To provrde easier lccess
I into :he station. rhe
I retractable ladder assrstImanuailv pulls up flor easl
ladder access.I
Reirocloble Lodder
Assisf
Equipment Chomber
Low profile design
combined with increased
height provides for abiliry
to work on the .qripm"rt
without gening *'er on
rainy days.
lncreosed Work Spoce
The area of the station
increased by more than 50ozo,
providing more space to
opemte and mainuin the
pump station-
,I
Thick Fibergloss
Hoods
Open indir.idually to
allorv tbr panial coverage
oithe station. The hood is
designed to fit snugty over
the top of the station.
Pumps
Located for improved ease
ofmaintenance.
Check Volves
Located toward the center
ofrhe station aod close to
the open work area so that
routine maintenance can
be performed easily.
Plug Volve
Single 3-way' valve allows
tbr isolation of either or
both pumps as well as
easy, convenient access.
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pumping slolions 4-607
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I FACTSHEET
Redesigned To Meet your Needs
The Recessed Wet Well Mounted pump Stotioncheck out both the new improved r"utu..r and the benefits oftheRecessed Wet Well Mounted pump Station found below
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lTte net httod destgn
ullo*s tou to
inditiluully open etch
side titr purrial (llcr.r_ge
ol'thc ;tialioL.
Wer Well Access
Larger opening for easier
access,
Pumps
Locared tbr lmpror.ed ease of
operation and maintenance.
Relroctoble Lodder Assist
To pror.ide easier access into rhe
station- rhe rerracrable ladder essisr
manuellv pults up tbr casy ladder
access
The Benefits
6 Lorver instalted costs due to factory built
OeslSn. You only need to set the station on the wet
1.ll; hoot up the power, suction and dischargepiping; backfill; and start the station. It,s thaieasy.
6 Earth insulation makes the Recessed Wet WellMounted Pump Station ideal for colder climates,
C- Lorv profile design improves the aesthetics.
Not only is the low profile design attractive, it isalso less subject to vandalism in comparison to
above-grade outdoor control panels rypical Iy found
in submersible installations.
6 Ease of maintenance especially during
inclimate weather, when the lids can be ciosed andmaintenance accomplished because the station was
designed for continuous human occupancy.
0 Single Source Responsibilitl for rhe entire
station. If you have a problem, you don.t have totrack down the manufacturer oievery component,
you call only one number_ Smith & Loveless
(913) 888-5201. And we can do that because webuild stations to last.
Represented b1t:
Powerful Blower
Provides a minimum of20
air changes per hour when
occupied.
Lifiing 5tonchions
Rotare or.er the pump tbr easv
pump remor al or against the
wall rvhen nor in use.
lncreosed Work Spoce
\[ore lree work space than ever
- in tact. more rhan iOoa.
Smith & Loveless, lnc.
14040 Santa Fe Trail Drive
Lenexa, KS 66215-1284
United States of America
Phone: g1g-888-S2Ol
Fax: 9t3€88-2173
Parts: 80O-e2-9048
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solutions for a world of water oroblemsE-mail:
answers@smithandloveress.com
.TOTAL HEAD IN FEET
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Loveless. lnc.@ Lenexa. Kansas 6621 5-1 294
SPECIFICATIONS
RECESSED WET WELL UOUNTED 2-PUMP STATTON
4" OR{'PUMPS
GENERAL
The contractor shall ftrmish and install one factory-built, automatic pumping station as manufactured by Smith & Loveless,Inc'' Lenexa' Kansas' The station shall be complete with all neeold .quifm"nt, factory-installed in a dual compartmentwelded steel chamber consisting of a separate entrance to the wet rvell and un
"quiprn"nt chamber. The equipment chambershall have two separate fiberglass covers.
The principal items of equipment shall include two vertical, close-coupred, motor driven, vacuum primed, non-clog pumps;valves; internal piping; central control panel with circuit breakers; motor starters and automatic pumping level controls;lighting; sump pump; ventilating blorver; priming pumps ona uppu.t.nances; and all internal wiring.
OPERATING CONDITIONS
Each pump shall be capable of delivering I bo GPM of raw water or wastewater a.gainst a total dynamic head of
'o
6 feet' The maximum allowable speed shalt be -JJ bo R M. il;l;#r, .;.0 h.orsepower of each pumpmotor shall be 2o tl'P' ' The minim* pr*p-.ri"A"y J,rr" design point shall be 4o N. Due ro energyconservation requirements' the specified minimum efficiency shall be enforc.a- t. maximum static suction lift shall bel3.o'
All openings and passages, in the pumps, piping, check valves and plug valve,-shall be large enough to permit the passageof a sphere 3" in diameter. The anticifated'operating head range is from eo feet minimum to llb feet
il::#il;;::"H]:"[:trs shall not be overloaded bevond lr,.i. nu*.pGG .uti,,g, ,*h. ;;sk" ffiffi5",=, ;;;
CONSTRUCTION
The station shall be constructed in one complete factory-built assembly. It shail be sized to rest on the top of the wet well asdetailed in the construction drawings- ThL supporting floor and station head shall be minimum 3/g,, thick steel withreinforcing' as required, to prevent diflection and ensure an absoluiely rigid support. The sheil shall be of i/4,, minimumthickness steel plate rolled to a minimum 8'-4" inside diameter. All internai .l"urun"", shall meet or exceed N.E.c.requirements' Stations not meeting NEC requirements shall not be allowed, Steel plate shall meet or exceed ASTM A-36speci fications.
The equipment chamber shall be physically separated from the wet well. wet well access shall be completely separate fromthe equipment chamber and shall be provided with the access manway .xpor.d only to the atmosphere.
The equipment chamber shall be provided with.trvo separate fiberglass covers, one overeach pump, hinged at the partitionwall separating the equipment chamber from the u...r, *unruuy? rt. wet welt. The fiberglass covers shall be formedwith a drip lip around the edges. Brackets shall be. provided ,o ,rppon in. r"".r, r, il ffi posirion and ro resrrain rhemunder load' An aluminum ladder shall be located. in the station to irovide easy access. onty on" segment of the fiberglasscover need be opened for personnel access into the equipment chamber, but either o. both may be opened for equipmentaccess- A single cover will not be acceptable.
I A 3/16" hinged sreer manway cover rocated exterior ro rhe pump chamber shall
@ Smith & Loveless, t998 H ^-\
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Bd&^, aF L:c,:
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I
ENGIN EERING DATA Recessed Wet Well
Mounted 2-Pump Station
4" or6'Pumps
Specification
December, 1999
Page'l
, l' ';P'-', t ' fc, | :t. , t-c
provided- The manrvay shall be j0,, x
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Loveless. lnc-@ Lenexa. Kansas 6621 5-1294
36" minimum and be an integral part of the station head plate and shall provide access into the wet well- Both equipmentchamber and wet well access covers shall be provided with hasp and staple arrangement for padlocking.
A lifting socket shall be welded to the watl for each pump. A stanchion with lifting arm shall be provided to support a hoist(provided by others) for removal of the motors, impellers and pumps-
WELDING
All steel in the station structure shall be joined by electric arc welding with fillets of adequate section for the joint involved.where required to exclude ground water, all welded joints on the ixterior of the station shall be continuous throughouttheir length.
PROTECTION AGAINST CORROSION
All structural steel surfaces shall be factory blasted with steel grit to remove rust, mill scale, weld slag, etc. AII weld spanerand surface roughness shall be removed by grinding. Surfa-ce preparation shall comply with SSpc-Sp6 specifications.Immediately following cleaning, a single 6-mil dry fiim thicknes, oi v"rrupox@ epoxy resin shall be factory applied. Thiscoating shall be as formulated by Smith & Loveless for abrasion and corrosion ,.siitunte. Sandblasting is not acceprable.
stainless steel, aluminum and other corrosion resistant surfaces shall not be coated. carbon steel surfaces not otherwiseprotected shall be coated with a suitable non-hardening rust preventative compound. Auxiliary components, such as theelectrical enclosure, ventilating blower and vacuum pumps, shall be furnished with the original manufacturers coating.
Finish coating shall be accomplished prior to shipment of the station from the factory and shall comply fully with the intentof these specifications' A touch-up kit shall bi provided by the pump station minufacturer for repair of any mars orscratches occurring during shipping and installation. This kit shali conrain detailed insrructions for use and shall be rhesame material as the original coating.
A heavy synthetic rubber mat shall be cemented to the station floor by the Manufacturer to protect the coating on the steelfloor
Two l7-pound magnesium anode packs shatl be provided for cathodic protection. The anode packs shall be provided with30' long insulated copper leads. Copper lugs shall be provided by the Manufacturer on opposite sides of the station foranode connections.
MAIN PUMPS
The pumps shall be (4) ,trQ vertical, non-clog type of heavy cast iron consrrucrion, especially designed for the use ofmechanical seals and vacuuri priming. In order to minimize seal wear caused by linear movement of the shaft, the shaftbearing nearest the pump impeller shall be locked in place so that end play is limited to the clearance within the bearing. Tominimize seal wear resulting from shaft deflection caused by the radial thrust of the pump, the shaft from the top of theimpeller to the lower bearing supporting the impeller shall have a minimum diameter of l-7lg,,for motor frame sizes 213tfuough 286;2-l/8" formotor frame sizes 324 and326;and3" for frame 364 and larger. The dimension from the lowesrbearing to the top of the impeller shall not exceed 6".
The bearing nearest the impeller shall be designed for the combined rhrusr and radial load- The upper bearing shall be freetomove linearly with the thermal expansion of the shaft and shall carry only radial loads.
The shaft shall be solid stainless steel through the mechanical seal to eliminate corrosion and abrasive rust particles.Rernovable shaft sleeves will not be acceptablJ if the shaft under the sleeve does not meet the specified minimum diameter.
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@Smith & Loveless, 1e98 E
ENGIN EERING DATA Recessed Wet Well
Mounted 2-Pump Station
4" or 6" Pumps
Specification
December. 1999
Page 2
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Loveless. lnc.@ Lenexa. Kansas 6621 5-1294
The pump impeller shall be of the enclosed type made of close-grained cast iron and shall be balanced. The impeller shallbe keyed with a stainless steel key and s.cu.ed to the motor srraE uy a stainless steel cap screw equipped with a Nylock orother suitable self-locking device- The impeller shall not be screwed or pinned to the moror pump shaft and shall bereadily removable rvithout the use of special tools. To prevent the buildup of stringy materials, grit and other foreignparticles around the pumg shaft, all impellers less than hrll diameter shall be trimmed inside the impeller shroud. Theshroud shall remain full diameter so that close minimum clearance from shroud to volute is maintained. Both the end of theshaft and the bore of the. impeller shall be tapered to permit easy removal of the impeller from the shaft. pumps with wearrings will not be acceptable.
The pump shall have an adapter providing a large water reservoir above the impeller to provide for positive exclusion of airfrom the impeller' The seal shall be insidi this area to assure lubrication- pumps which do not use hollow priming adaptersfor positive lubrication of the seal will not be acceptable.
The pump shall be constructed so as to permit priming from the low pressure area behind the impeller- priming from highpressure connections tending to cause solids to enter and clog the priming system, will not be acceptable. The priming bowlshall be transparent to enable the operator to monitor the prlming'level. The priming bowl shall be designed for a workingpressure of 250 PSI and a 4: I safefy factor. The electrode shall be made of 300 series stainless steel.
The pump shall be arranged so that the rotating element can easily be removed from the volute without disconnecting theelectrical wiring or disassembling the motor, impeller, backhead or seal, so that any foreign object may be removed fromthe pump or suction line.
The pump shaft shall be sealed against leakage by a single mechanical seal constructed so as to be automaticallv drainedand primed each time the pump is drained and primed. fuater which lubricates the mechaniJ;; ffi.ffi"u.*lri.lrydrained from around the seal if the pump loses prime, in order to allow both the pump and the seal to be drained. therebypreventing freezing and breakage ofthe seal during power outages in sub-freezing'tempe.atures.
The seal shall be of carbon and ceramic materiats with the mating surfaces lapped to a flatness tolerance of one light band.The rotating ceramic shall be held in mating position with the stalonary carbon by a stainless steel spring. The seal housingshall be bronze, to dissipate heat and prevent-rusting.
MOTORS
The pump motors shall be vertical, solid shaft, NEMA P-base, squirrel-cage induction type, suitable for 3phase' 60 cycle, Z3o volt electric current. The-y shall have class r i"rrl"iirr.'i"rr,"i,""-#0.**.shall' however' be limited to class B- The motors shall have no*di starting torque and low-starting current, as specified byNEMA Design B characteristics- They shall be o-pen drip-proof design with forCed air circulation by integral fan- openingsfor ventilation shall be uniformly spaced around the motor frame. ieads shail be terminated in a cast connection box andshall be clearly identified.
The motors shall have l ' 15 service factor- The service factor shall be reserved for the owners protection. The motors shalnot be overloaded beyond their nameplate rating, at the design conditions, nor at any head in the operating range .sspecified under Operating Conditions.
The motor-pump shaft shall be centered, in relation to the motor base, within .005,,- The shaft runout shall not exceed.003".
The motor shaft shall equal of exceed the diameter speci
@ Smith & Lovetess. 1998 Ia1 ,-,
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ENGIN EERING DATA Recessed WetWell
Mounted 2-Pump Station
4" or 6" Pumps
Specification
December, 1999
Page 3
fied under n pumps, at all points from immediately below the
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Loveless. lnc.@
top bearing ro the top of the impeller hub.
A bearing cap shallbe provided to hold the bolgJn.moror bearing in a fixed position- Bearing housings shall be providedwith fittings for lubrication as well as purging old lubricant.
The motor shall be fitted with heavy lifting eyes or lugs, each capabre of supporting the entire weight of the pump andmotor.
CONTROLS
The control equipment shall be mounted in a NEMA Type I steel enclosure with a removable access cover. The circuitbreakers' starter reset buttons, and control switches rt,uii u" op.rau-te witrrout removing the access cover, for deadfrontoperation.
A grounding type convenience outlet 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 allmotor control and auxiliary circuits' Magnetic across-the-line stafiers with under-voltage release and overload coirs foreach phase shall be provided for each p'i'p ,oto. t9 giy" positive protection. Each singre phase auxiriary motor shal beequipped rvith an over-current protection device in add]tion to the blnch circuit breaker]or'rtutt be impedance protected.All switches sha, be rabered and a coded wiring diagram stratt ue proviaea.
3,:*:""t"1:::.j::i:,f thelrumps.with.variations of tiquid tevet in the wet welt, a mini f three (3) displacement
,xi::mTl I',ilT:;l;f ,,'"ii:I,:l*j:::";li:l-:,:r:1i:Jffi.-;,.iilLl'illT;::H:':'J,:j,'*Lffii"#, ;:'r".:11#;'1"'ffi ; :?ffi,'fl:i::;?li ;:Iisettings without enterinp a cnnfinp.tsettings without entering a confined space.
An automatic alternator with manual switch shall be provided to change the sequence of operation of the pumps every eighthours' Alternating the pumps at less than 8-hour inteivals will not be a-cceptable.
Provisions shall also be made. for the pumps to operate in paraller should the lever in the wet welr continue to rise above thestarting level for the tow level pump-
tl*f'll#.:,','Y5:h if-."="i.fl*1Yi,J,",:I-?IttJrEM.- c.HEqry rF REQUTRED);#,""I,T;,}rrrof rrrall a-J ^L^tl --^:ion. The switch shall hang into thewetwell and shalractivare a contact to inoicite-tt" t-t iil;;;il:
VACUUM PRIMING SYSTEM
A vacuum priming system shall be furnished to prime the main pumps. The system shall be as shown on the vacuumpriming schematic and shall include two vacuum pumps, providing 100 percent standby. vacuum pumps shap havecorrosion-resistant internal components' The vacuum priming system shall be comprete with vacuum contror sorenoidvalves' prime level sensing ptobt', float-operated check uarre"s ,o f.rr"", the vacuum pumps, and a1 necessary shut-offvalves as shown on the piping schematic- The float-op"rateo ctiect valves shall har" u transparent body for visualinspection-
The priming system shall -automatically provide positive lubrication of the mechanical seal each time a main pump isprimed' To prevent excessive stoppage due to grease accumulation, no passageway in the priming system through whichthe pumped liquid must pass shail be Imailer than the equivarent of a z-r/2* opening.
Lenexa. Kansas 66215-12g4
ENGIN EERING DATA Recessed WetWell
Mounted 2-Pump Station
4" or 6' Pumps
Specification
December, 1999
Page 4
@ Smith & Loveless, 1998 AJ
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Loveless. lnc.@ Lenexa. Kansas 6621 5-1?.84
LIGHTING
A rwin 4o-watt fluorescent light fixrure shall be provided to give adequate illumination for all areas within the equipment
chamber- A rnanual switch located in the equipment chamber shall be provided to tum the lights and ventilating biower on
when the cover is closed-
VENTILATING BLOWER
A ventilating blower shall be provided, capable of delivering (200 cfm) 30 air changes per hour, in the equipmenr chamber.
The blower shall be rigidly mounted to the chamber shell and shall discharge to ut*orih"r" as shown on the plans. It shall
be controlled by a percentage timer to provide essentially continuous ventilation.
SUMP PUMP
A submersible sump pump with close-coupled motor shall be installed 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
automatically by a float switch- It shall discharge into the enrry\.vay to the wet weil through a steel pipe as shown on the
plans.
MAIN PIPING
The pump suction shall be drilled and tapped for a 125 pound American Standard flange for ready connection of the
suction riser- The discharge line from each pump shall be fiued with a clapper-rype check valve and a 3-way eccentric plugvalve' Size, location, and quantity of check valves and plug valves shall bi as ,ho*n on the plans. All passageways through
the pumps and piping shall be capable of passing a 3,' sphere.
The check valve shall be of the spring-loaded type with extemat lever arm and an easily replaced resilient seat for added
assurance against vacuum leaks- Check valves shall have stainless steel shaft with repliceabl. b.onr" shaft bushings andshall be sealed with o-rings or an adjustable Teflon seal- Ball fype check valves without an external lever arm are not
acceptable- An operating wrench shall be provided for the plug valve.
Pump suction lines protruding through the floor plate shall be welded tight to effect sealing between the equipment
chamber and the wet well.
The pump station manufacturer shall extend the piping connections below the floor plate at the factory, so that field
connections can be made without disturbing the gas-tight seals. The discharge pipe shali exit the station through the floor
plate, as shown on the drawings, and shall be welded to the chamber shell.
MINIMUM REQUIREMENTS
The aftached 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 attachment is provided to minimize corrosion,
extend seal life, and provide ease of impeller removal and seal replicement without the use of a wheel puller. All itemsspecified are for long life, durability and maintainability 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 station shall be given an operational test at the pump station manufacture/s facility to check
for excessive vibration, for leaks in the piping or seals and correct operation of the automatic control and vacuum priming
systems and all auxiliary equipment- Installed pumps shall take suction from a deep wet well, simulating actual serviceconditions. Testing of uninstalled pumps shall not be an acceptable alternate.
ENGIN EERING DATA Recessed Wet Well
Mounted 2-Pump Station
4" or 6' Pumps
Specification
December, 1999
Page 5
@ Smith & Loveless, 1998 E
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Loveless. lnc.@ Lenexa. Kansas 56215-i284
The control panel shall undergo both a dry logic test and a full operational test with all systems operating. Factory testinstrumentation shall include flow measuring with indicator; compound suction gauge; bourdon rube type dischargepressure gauge; electrical meters to measure amperes, volts, kilowatts and power facior;-speea indicator and a vibrometercapable of measuring both amplitude and frequency.
SPARE PARTS
A complete replacement pump shaft seal assembly shall be furnished with each pump station. The spare seal shall bepacked in a suitable container and shall include complete installation instructions. A spare volute gasket and seal gasketshall be provided.
INSTALLATION AND OPERATING INSTRUCTTONS
Installation of the pump chamber shall be done in accordance with the written instructions provided by the manufacturer.
Operation and maintenance manuals shall be furnished, which cover service procedures for all of the pumping station.
START-UP
The manufacturer shall provide the services of a factory-trained representative for a maximum period of one day on-site toperform initial start-up of the pump station and to instruct the owner's operating personnel in the operation andmaintenance of the equipment.
WARRANTY
The manulacturer of the station shall warranry for one year from date of start-up, not to exceed eighteen months from dateof shipment, that the structure and all equipment he provides will be free from defects in material and workmanship.warranties and guarantees of the suppliers of various components in lieu of a single source responsibility by theManufacturer will not be accepted. The Manufacturer shall urru*" primary responsibility for the warranty of the stationand all components_
In the event a component fails to perform as specified or is proven defective in service during the warranty period, theManufacture shall repair or replace, at his discraion, such defective part. He shall further provide, without cos! such laboras may be required to replace, repair or modify major components such as the steel structure, main pumps, main pumpmotors and main piping manifold- After start-up service has teen performed, the labor to replace accessory items, such asthe blower, priming pumps, arternator, etc., shalr be the responsibility of others-
The repair or replacement of those items normally consumed in service, such as seals, grease, Iight bulbs, etc., shall beconsidered as part ofroutine maintenance and upkeep.
It is not intended that the Manufacturer assume responsibility for contingent liabilities or consequential damages of anynature resulting from defects in design, material, workmanship or delays in delivery, replacement or otherwise.
MANUFACTURER'S INSURANCE
All equipment manufacturers, either direct or subcontractors to the general or mechanical confractors, SHALL FIAVE inCffCCt AT TIME OF BID, CONTRACT AWARD, CONTRACT PERFORMANCE, ANd WARRANry TERM, PRODUCTAND COMPREHENSIVE LIABILITY INSUMNCE, TNCLUDING SUDDEN AND ACCIDENTAL POLLUTIONCovERAcE in the amount of FIVE MILLION DOLLARS, $5,000,000 through an insurance company with a minimumrating of A+ (SUPERIoR) xV according to the BESTS INSURANCE REPoRTS. All policies must be written on an
ENGIN EERING DATA RecessedWetWell
Mounted 2-Pump Station
4" or 6' Pumps
Specification
December, 1999
Page 6
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osmith & Lovetess, lsss H
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Warranty Certificate
SMITH & LOVELESS, INC., Lenexa, Kansas, manufacturer of the Factory Built Pump Station warrants all
comPonents except single-phase motors to be free from defects in materials and workrnanship for a period ofup to one year corunencing at the time the pump station is placed in operation by SMITH &
LOVELESS-authorized personnet, but in no event is the pump station warranted for longer than 18 months
from the date of shipment unless extended warranty is purchased from the manufacturer. This warranty is
contingent upon start-up of the equipment by SIVIITH & LOVELESS-authorized personnel, and THE
WARRANTY WILL BE VOIDED IF START.UP IS PERFORMED BY A}.{YONE ELSE.
SlvllTH & LOVELESS will be the single source of responsibiliry to the owner forthe warranry of the pump
station and all components provided by SMITH & LOVELESS except single-phase motors.
During the warranty period, if any part other than single-phase motors is defective or fails to perform as
specified when operating at design conditions and if the pump station has been environmentally and physically
protected prior to start-up and has been installed and is being operated and maintained in accordance with the
written instructions provided by Slv{ITH & LOVELESS, SMITI-I & LOVELESS will repair or exchange at
our discretion such defective part free of charge. Defective parts must be retumed by the owner postage paid
to S|vIITH & LOVELESS, if so requested.
\ltten covered by the above ,*'arranty, StvllTH & LOVELESS will provide, without cost to the ownet such
labor as may be required to replace, repair or modifo the follorving. but no other, major componenrs: the steel
structure. principal pumps, suction and discharge piping and valve assembly- Excepr for labor provided by
SiUITH & LOVELESS under the preceding sentence, the cost of labor and any orher expenses resulting from
replacement of defective parts and from installation of parts furnished under this warranty shafl be bome by
the owner-
SlvltTH & LOVELESS will not assume responsibiliry for the cost oi any repairs or alterations made to rhe
pump station stRlcrure or its components unless SNtITH & LOVELESS has given speciftc wriften authoriry
therefor.
The replacement or repair of parts normally consumed in service, such as pump seals, light butbs, oil, grease,
packing, V-belts, etc. is considered part olroutine maintenance and upkeep and such parts are not eligible for
repair or exchange free ofcharge under this warranry.
SlvltTH & LOVELESS makes no other warranty expressed or implied and SPECIFICALLY DISCLAIMS
AI\ry IMPLIED WARRANTY AS TO THE MERCHANTABILITY OF THE FACTORY BUILT PUMP
STATION OR AS TO ITS FITNESS FOR A}.IY PARTICLTLAR PURPOSE. SMIIH & LOVELESS is not
responsible for consequential or incidental damages of any nanrre resulring from such things as, but not
limited to, defects in desiga, material, workmanship, or delays in delivery, replacements, or repairs.
The waiver or abndgment 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 warranty-
FmNaOa.oeslxl
Feirod 6,98
p-c.05,06,07.08,09, 10, I I. 12, t3. 14. t6, 25,76,27
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DESIGN FACTORS: NOTES oN FoRcE
MAIN DESIGN
Under certain 1s1s5rrql conditions, the wet well mounted
pump station force main requires special provisions to
prevent loss of prime of the station.
The station has trvo rubber-seated check valves in the
discharge piping. These valves must be seated airtight
when the vacuurn pump comes on or else the vacuum
pump witl suck air through the check valves and the
station will not prime. For most installations this is not a
problem; if rve have a force main. such as shown in Fig-l, where the force main is of considerable length,
(approximately' 150 feet), there is a static head on the
check valves, and a large volume of sewage in the force
main. Since the force main runs uphill. the sewage
cannot florr' out of the force main, and there is a static
head on the check valves to keep them seated. Ifthere is
some sewage lealiing back through the check valve, the
Iength of the force main creares enough capaciry that it
takes a considerable length of time for the sewage to
drain bac-k through the check valve and create a loss of
prime condition. Since the tbrce main is long, w.e also
have the advanage thar the sew.age t'low.ing back tfuough
the check valve inro r_he r,,'er uell ,"vrll retiil rhe wet well
and bring the pump on betbrc the lorce main is empry
Therefore. when we have a long florce main running
uphill as shown in Fig. l. rve do nor have a priming
problem because of air being sucked rfuough the check
valves.
station, as shown in Fig. 2, we can have a priming
problem.
lf the tbrce main is less than approximately 150 feet
long, there is not much reserye capacity in the force
main. [f one of the discharge check valves is allowing the
sewage in the force main to seep back into the wet well,
it is possible that the force main will empry back into the
wet well before the level in the wet well rises to bring a
pump on- Since the check valves do not seal against air,
the pump loses its prime, and when the vacuum pump
comes on to prime either pump, it sucks air through the
check valve and cannot prime the pump.
To prevent this problem. w.e recornmend insta.lling a
third check valve in the common discharge from the
station- This check valve should be installed in the
horizontal run of pipe inside the rvet w.ell. The check
valve is shipped loose. and is installed in the force main
by the installing conrracror. The reason tbr the third
check valve is rhat this qires a double checking action on
both pumps.
It is very unlikely that borh check valves w.ill be hung up
on a mop strinq or piece ".i'papcr ar the same time. thus
creating a loss rri prime
We can also have a pnming problem il ue hale a long
force main rururing do*nhill trom the starion as shown in
Fig. i- tn this r.vpe of installarion, after the pump shus
off, the force main empties out by graviry, aflowing 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 Eies to prime the pump, it sucks air
through the check valve. To prevent this from
happening, w'e recom.mend that the force main be
installed with rhe last 50 feet of pipe running uphill, as
shown in Fig. l. The inverr of the outfall should be at
least two pipe diameters abve the lorv point in the force
main. This creates a water trap, and when the pump
shua off, air cannor get into the force main, allowing the
contents to empty out by gavity. If it is not possible to
run the tast 50 feet of force main uphill, as shown in Fig.
3, then an elbow can be installed on the end of the force
main to create the sarne water trap effect.
The installation shown in Fig. 4, a short force main ([ess
than 100 feet) rururing downhill &om thc station also
creates a possible priming problem. Here we have the
possibility of both rhe force main emprying out by
3 r5l
When we have a short force main running uphill from the
OSMTTH& LOVELESS,INC., T998 13.' 11
ENGINEERING DATA
Smtth &
Loveless, lnc.@
1/040 W. Santa Fe Trail Dr.
Lenexa, Kansas 66215-1 284
Notes on Force Main Design
Design Faciors
Wet Wdl Mounted Pump
Stations
June, 1998
Page 1
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t INSTALLATION
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WARNING: Disconnect and lockout
power before performing any electri_
calwork- Failure to do so coutd @use
shock, serious bodily injury or death-
Lack oF electrica[ services can create long delays in
completing an insrallation. Therefore, notify the elec-
trical contractor and./or the local power company, well
in advance olthe acrual need for electrical service.
ELECTRICAL SERVICE REOUIREMENTS
The basic 2-Pump Wet Well ivlounted pump Station
with standard componenrs requires a 3 _phase, 60 cycle
po\.!,er supply plus a t20_volt, single phase, 60 cycle
conrrol circuit supply, A rveatherprool fused discon-
nect srvitch may be provided lor the sration po\i,er
sen ic: and a separate wearherproof tused disconnect
srvirch for the single phase service. except w.here .i-
phase. {-wire, lZ0 volt phase to ground service or a
single phase transflormer is prov.ided.
Where a single phase transiorrner or one phase leg o[
a3-phase,4-wire service is used for the auriliary sirigle
phase potential, the fuse and wire size of that phase ieg
must be checked and increased to compensate for the
auxiliary load, if necessary.
Make absolutely certain that the voltage from that
phase to ground is inthe rangeof I l0_volti to l j5_volts
beflore the actual circuit breakers are energized. The
neutral of the 120 volt single phase supply must be
solidly grounded externally of the station. i conduit or
direct burial 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 of adequate size and
insulation musr be supplied from the fusld disconnect
switch to the solderless connectors in the control panel.
2-P6g Wet Wet L&6led pmo Starm , V 2
NOTE: Refer to applicable station drawingfor size of
electrical conduit connection.
Your Smith & Loveless, Inc. 2-pump Wet Well
lvlounted Pump Station is a complete, factory_built
unit. Every mechanical and etectrical equipment item
has been tested by actualoperation on ou iest floor in
Lenexa, Kansas, USA- yourpump station has demon-
strated proper operation and is ready for use.
ELECTRICAL POWER
lnstallation lnstructions
Page3.l
CONNECTING ELECTRTCAL POWER
The station is provided with a conduit coupling con_
nection through the base plate. power should be
brought into the starion through this connection. The
three 240 or 480 volt power rvires should be connected
to the three terminals marked Ll, LZ and L3. If a
transformer is not provided in the station, the 120 volt
single phase connection should be made to theproperly
marked terminals.
SYSTEM GROUND
The system must be grounded at the service entrance
srvitch in accordance with the National Electrical Code
and,/or any local codes and a suitable ground conductor
carried to the ground connect in the pump station
control panel_
The tbllorving table is provided for your convenience
in selecting the proper srvitch, fuse and wire sizes for
the electrical service to the sration. Selections should
be veriflred by a local regulatory aurhoriry before
installation of the station.
ELECTRICAL SERVICE DATA
Nlain Pump
lv{oror Size
Rated t{P Toral Starion Full Load Ar\lpS
Each
t
l-u2
2
-)
5
7-v7
t0
l5
20
25
30
40
50
Assuming 3
208 Volt 230 Volt
17.6 15.321.8 18.9
25.9 22.5
33.1 28.847.7 4t.4
65.1 56.780.8 7A.2
I 17.0 101.7
148. t t28.7t90.4 t60.2
2_15.3
:r,
KVA Load For Controls
460 Volt
1.6
9.5
I 1.3
14.5
20.7
28.4
35. I
50.9
64_4
80. I
93.6
120.6
150.0
qnrhlr&&. lr
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PRIMING LOCK LOOP
Another solution that is suitable for any of the problem
force mains described previously is a priming lock loop.
The purpose here is to form a retum loop in the force
main, either inside or just ouside the wet well. The
bonom of the loop must be below the low level *Offf
elevation (see Fig. 7). This prev.enrs the enrire contents of
the force rnain from reruming by _eravit-v to the wet well
if the check valve does not secr. There will still be
enough liquid in the pipe to prime the pump- On force
mains that run horizontal or downhill &om the station.
the last ter,,' teer of the lorce main should run uphill to
create a \,\.ater trap effect in the florce main.
ENGINEERING DATA
Smlth E
Loveless, lnc.@
l{X{, W. Santa Fe Trall Dr.
Lonexa, Kansas 6621 5-l 28,j
Notes on Forca Mah Design
De{gn Faclors
Wdwdl Mounted Pump
Stations
June,1998
Page 3
o SMITH & LOVELESS.INC-. 1998 E c 3
'51
2!H2 STaTtOrr
INSTALLATION
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Your Smith & Loveless, [nc. 2-pump Wet Well
lvlounted Pump Station is a complere, factory_built
unit. Every mechanical and electrical equipment item
has been tested by actual operation on our test floor in
Lenexa, Kansas, USA- Your pump station has demon_
strated proper operation and is ready for use-
ELECTRICAL POWER
WARNING: Disconnect and lockout
power before perlorming any electri-
calwork. Failure to do so could cause
shock, serious bodity injury or death.
Lack of electncal services can creare long delays in
completing an installation. Therelore, notify the elec_
trical contractor and.,'or the local power company, ,,vell
in adr-ance of rhe actual need tbr elecrrical serv ice.
ELECTRICAL SERVICE REQUIREMENTS
The basic 2-Fump Wet Weil Mounted pump Sration
with standard components requires a 3-phase, 60 cycle
power supply plus a 120-volt, single phase. 60 cycle
control circuit supply. A rveatherproo[ fused d.iscon-
nect srvitch ma1. be provided lor the srarlon po\r,er
sen'iai and a separate weathcrpri_,,rt- iused disconnecr
srvitch tbr the single phase sen.ice. except rvhere _l_
phase. J-w'ire, ll0','olt phase to ground scnrce or 3
single phase transformer is provided.
lVhere a single phase transtbrrner or one phase leg of
a3-phase,4-wire.service is used forthe auxiliary single
phase potential, the fuse and wire size of that phase Lg
must be checked and increased to compensate for the
auxiliary load, iI necessary.
Make absolutely certain that the voltage tiom that
phasetoground is in the rangeof t lO-voltsto lJ5_volts
befiore the actual circuit breakers are energized. The
neutral of the 120 volt single phase supply must be
solidly grounded externally olthe station. A conduit or
direct burial cable installed in accordance with the
National Electrical Code and/or local codes must be
supplied from the disconnect switch, or switches, to the
connection on the station. Wire of adequate size and
insulation must be supplied from the fused disconnect
switch to the solderless connectors in the control panel-
z-Puhp Wel We{ t{o6led Pumg $1316 y 2
lnstallation lnstructions
Pago3.l
CONNECTING ELECTRICAL POWER
The station is provided with a conduit coupling con_
nection through the base plate. power should be
brought into the sration through this connection. The
three 240 or 480 voft power wires should be connected
to the three terminals marked Ll, LZ and L3. If a
transformer is not provided in the station, the I20 volt
single phase connection should be made to the properly
marked terminals-
SYSTEM GROUND
The system must be grounded at the service entrance
switch in accordance with the National Electrical Code
and/or any local codes and a suitable ground conductor
carried to the ground connect in the pump station
control panel.
Th"' tollo*.in_q table is provided for your convenience
in selecting the proper switch, fuse and wire sizes for
the electrical senice to the station. Selections should
be verified by a local regulatory aurhoriry before
installation of the station-
ELECTRICAL SERVICE DATA
![ain Pump
\lotor Size
Rated tlP Total Station Fuil Load Ai!{pS
Each
II
t-u?
2
J
5
7-t/2
t0
l5
20
25
30
40
50
208 Volt 230 Volt .160 Volt
r1 .6 15.i i.6
2 1.8 18.9 9.525.9 22.5 I l.j33.1 28.8 t4.5
47 .7 41.4 2A.765.3 56.7 28.480.8 70.2 35 1
r 17.0 101.7 50.9148.1 128.7 64.4190.4 160.2 80 I2r5I
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Assttming 3 KVA Load For Controls
NOTE: Refer ro applicable station drawingfor size of
electrical conduit connection.
Sm.fh ,l Lwslass, lnc
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INSTALLATIONI
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See the nameplate diagram for proper connection
to 208, 230 or 460 volts. To reverse the direction of
rotation of a 3-phase motor, interchange any two of
the power leads. For operation of 230 volt motors
on 208 volt networks (when designated permissible
on nameplate), use the amperage at 210 volts for
selecting overload protective devices.
A) (Optionat) Wet Well Levet Controts
Displacement Switch
Please refer to the Engineering Order to deter_mine if your pump station has a Disolacement
Switch.
The lift sration is provided with displacement switches.
These initiate the pumping cycle. [nsrall the low_level
displacernent sn'itch so thar it hangs a minimum ol I1,,
above the bortom of the suction pipe. The ,,LL On.,,"HL On" and "SL On', displacement srvitches shall
then be adjusted so they are the distance above the
bottom of the suction pipes per rhe requiremnts. To
adjust rhe elevation of the switches, loosen the cord
erip nuts inside the station and raise or lorver to the
proper lerel. Additionaldisplacement ,,r.eitches may be
provrded tor rhe :larm funcrions. Ad.;ust the levels as
requiretl ro obrain the desired oniotf operation
(Optional) Wet Wett Air Bubbler Controts
Please refer ta the Engineering Order to deter_
mine if your pump station has an Air Bubbter
Control.
The lift station is provided with an air bubbler control
system with pressure srvitches set to start and stop the
pumps per the requirements.
Install a l/2" pipe in rhe coupling protruding rhrough
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 endofthe pipe to prevent breakage if necessary.
CORROSION PROTECTION
Standardly, the Smith & Loveless lnc. Wet Well'Mounted Pump Station is finish coated at the factory
prior to shipment. However, it is necessary to paint
over all nicks and scratches and any Iield welds or other
2.P@p Wet W€0 lrounred Pmg Sratm - V 2
lnstallation lnstructions
Pags3.3
exposed areas before completing the installation- A
container of Versapoxo 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 Materiat
Safety Data Sheet and the instructions
for its proper apptication prior to using.
lnstructions are printed on the con-
tainer label.
WET WELL VENTILATION
DANGER: Do not enter wet well. Be-
fore entering, test for explosive atmo-
sphere. Test for oxygen deficiency;
supply f resh air to work area. Failure to
do so could serious bodily injury or
death.
REMOVE DEBRIS FROM WET WELL
CAUTION: Pumps damaged by the ingestion
of debris and trash are not covered by
warranty.
.\ll trash and debris ntust be removed tiom rhe up_
stream ntanholes bet-ore placing the station in service.
This includes all construction rype remnanrs such as
surveyor stakes. re-bar, bricks, rags, construction ma_
terial wrappings, etc., as well as normal domestic trash
items.
DANGER: Do not enter wet well. Be-
tore entering, test for explosive atmo-
sphere. Test for oxygen deficiency;
supply fresh air to work area or death.
9nor 6 1*.*r. t*.
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SMITH & LOVELESS ENGINEERING STANDARDS & SPECIFICATIONS SYMBOL
4L120TITLE MOTOR STARTER C-H FREEDOM SERIES I.E.C
SHEET I OF I
DATA PROCESSING DESCRIPTTON STARTER C-H IEC SIZI PLOI
scll-E I = +JNIT OF MEAS.I EA
BY P. SE!^T I FILE 4L42O_SUPERSEDES N96-80 3/91 REvrsED N96-26 11/97
A, OPEN IYPE
B. MAGNET COIL VOLTAGE: 60 HZ,, 120 V0LIC. 1 NO SIDE MOUNTED AUXILARY CONTACTD. I NO AND 1 NC OVERLOAD CONTACTSE. LOAD AND LINE TERMINAL LUGSF. MOUNTTNG PLATES. FOR D-E CJ2lMpj; FOR2. UL LISTED
srz:s 9-i
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I oTMENSToNS rN TNcHES
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l4l420rl or,oENSoAc I e I s lttyz I ,s I rs I
l+L+zocI neroclrsoae I c lzrlzl ro I zo I zo Il+lazoHl ner6HNS0AB I H I ro I rs I zs I zs I
l4L420Jl nrr.JNSoAB I r I rs I zo I so I so I
l+r_+zoxl nEroxHsone I x I zo I zs I +o I +o I
NOTES:1. STARTERS ARE TO HAVE THE FOLLOWING FEATURES:
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SMITH & LOVELESS ENclttEenrr.rc STANDARosffi SYMBOL
4L421TITLE MOTOR STARTERS C_H FREEDOM SERIES NEMA
SHE T 1 OF I
DATA PROCESSING DESCRIPTION MCTOR STARIER C_H NEMA +:t 1:l uNrT oF urls.l rn
BY ARLA BENEKE SUPERSEDIS NEw, N96-80- -3/97 RIVISED
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2. UL LISIED
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REDRAWN PER REV.
SHEET 1 OF I
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THE OES,"N
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SMITH & LOVELESS E}IGIilEEBING STANOAROS & SPECIFICATIOI{S
SHEET r oF 2
OATA PROCESSING OESCRIPTION HEATER . WALL MOUNT. 120 VAC,5OO WATTS UNIT OF MEAS.
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7 150 PH6 so i20 1707 I I GLss.
OVERALL OIMENSIONS
LENGTH - 17 5/8"
DEPTH . 5 5/8-
HEIGHT - 2 3t8"
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OATA PROCESSTNG O€SCN IPTTON IiEiTSR - i{ALL MOU}ITED, I20 V;'-;J UNIT OF MEAS.
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TITLE
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SHEET 1 OF?
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VACLIUM PUMP.
FILTER BODY
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IL4IOF * CLAMP RING
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I L4IOE I BOWL GUARD
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IL4IOB -FLOAT BALL
IL4IOH " INSERT 11333 / CHECK VALVE
INSTALL WITH ARROW
POINTING DO!Y}:.
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OATA PSOCESSING OESCRTPTTON VALVE, CHECK
UNIT OF MEAS.
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NOTES: I. VALVES TO 8E ASSEMELED PER S & L DRAWTNGS AS FOLLOWS:
4'. VALVES - 56D10
6.'VALVES - 56D1t !
SEE SHEET 2 FOR 4- VALVE REPLACEMENT PARTS.
SEE SHEET 3 FOR 6- VALVE REPLACEMENT PARTS.
CENTEBLINE OF CLAPPER MUST BE CONCENTRIC TO VALVE :O-ITTNG TITIHIN I/16
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2Ll53
sxeer 3 or 3
rITLC S & L CHECK VALVE WITH SPRING LOADED LEVEE ARM
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REPLACE'{ENI PARTS - 6" VALVIS
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SMITH & LOVELESS ENGINIERING STANDARDS & SPECIFICATiJNS SYMBOL
2L120TITLE
TRANSITION COUPLING
SHEET 1o.?2
DATA pRocESStNc DEScRrploN I couelrr.rc rRANsrTtoN l*";', 1:r uNrT oF uresl er
BY ARLA BENEKE sUeERSEDES N9J-20 | nevrseo N95-42
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Part No.
Nominal
Pipe Size
Application
2L120A 4 D l.ToD. I
2L12OAA 4 D. l. To STL. & PVC
211208 b D.LToD.I
211 2OBB 6 D. l. To STL. & PVC
2L120C B D. l.ToD. I
2L12OCC 8 D. l. To STL. & PVC
2L120D 10 D. l.ToD. I
2L12ODD 10 D. l. To STL. & PVC
2L120E 12 D. l.ToD I
2L1 2OEE 12 D l. To STL. & PVC
No. ci
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SMITH & LOVELSSS ENGINIER
TITLE
TRANSITION COUPLING
SHEET 2 OF 2
DATA PROCESSING DESCRIPTION COUPLING TRANSITION !:I' 1:r uNtT oF MEASI EA
BY ARLA BENEKE fsueensrors Nei-20 RtvtsiD N95-42
RTPLACEMTNT PARTS
Smith & Loveless
Part No.
Nominal
Pipe Size
Description
2L120A-1 4 Coupling (Less Gasket)
2L120A-2 4 SeSIet for D. I pipe
2L120A-3 4 Gasket for Stl. & pVC
2L120B,-1 6 Coupling (Less Gasket)
:/L120B.-2 6 Gasket for D. l. Pipe
2L1208-3 b Gasket for Stl. & pVC
2L120C-1 8 Coupling (Less Gasket)
2L120C-2 B Gasket for D. l. Pipe
2L120C-3 B Gasket for Stt. & pVC
2L120D-1 10 Coupling (Less Gasket)
2L120D-2 10 GglketforD I Pipe
21120D-3 10 Gasket for Stl. & pVC
2L120E-1 12 Coupling (Less Gasket)2L't20E-2 12 Geqlet for D. L pipe
2L120E-3 12 Gasket for Sil. & pVC
SYMtsoL.i-.'.' 2L120
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6' THREE-WAY PLUG VALVT
DATA PROCESSING DESCRIPTION
SUPIRSEDES N84-12 03/84
(2) 3/4" DtA TAPPED HOLES
TOP AND BOTTOM OF FLANGT
(rrP 2 TLANGES)
EAEI-_NQ-ZL- 48
NOTIS.
ffiffiffiffi
POSITION 2 .'
POSITION J
VAi-VE POS;T|ONS
ioP vtEw (REF)
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VALVE TO BE SEMI_STEEL BODY. NEOPRENE PLUG FACING, STAINLESS STEILBEARINGS. AND BUNA PACKING.
VALVE LEVER IO BF POSITIONED AS SHOWN WHEN VALVE IS IN OPENPostTloN (postnoN r.ro.z)
,/B'
5
tLANGt SIZ[D AND DRILLED
A.S A 125 LB SID
(TwP J FLANGES)
SITIBOL
2Ll,l8
SHEET 1 OF 2
VALVE. PLUG 6 *Xr, i =8.C00 JNIT oF uels.l el
BY ALEX REVISED \9: -45
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SIilITH & LOVELESS ENGINEERING S SYMBOL
2Lr 48TITLE6" THREE -WAY PLUG VALVE
SHEET 2 OF 2
DATA PROCESSING DESCRIPIION VALVE. PLUG 6 !::L r:8 JNIT oF urns.l en
BY P.SE\^T SUPIRSEDES N91 -45 03/84 REVTSED N97- 17 8/97
[ ft$ftRENCH
.,. irisi-,fli,i{[F.i5$4'---':1ffi
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!-,, rzu---l t--r--l
PART N0. .zLl48M
1. PARI MANUFACTURED BY MILLIKEN. THEIR PART NO. 6' 604 E] STYLE
2. VALVE TO BE SEMI-STEEL BODY. BUNA PLUG FACING, STAINLESS STEEL
BEARINGS, AND BUNA PACKING.
5. ' INDICATES SPECIAL DIMENSIONS FOR ORDERING VALVE.
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sMITH & LovtLESS ENGTNEERTNG sTANDARosffi SYMBOL
4L20?T'rtE_
- _ ou!_cK!AG_C THREE POLE CIRCU|T BREAKER
l O,OOO AMPERE I.C. THERMAL_IUNCI.IETC BREAftNS- 7+b VOLTS AC SHETT 1 OF I
DATA PROCESSING OESCRIPTION CKT BKR Q/L SPOLE AMPS !i:t 1=2.667 JNIT oF uens.l E,q
BY P. sE\.r I FtLt 4L2oz_SUPERSEDES NB6-40 5/86 REVTSED N96-26 12/97
N+g+N
n+ril+n
CONNECTOR LISTTD FOR:r5-to AMP #r+-a culnl
90- r oo nr.,te. f o- I culAl
GAS VENI
CONNECTOR LISTID FOR.15-20 AMP. #14-to cu/AL
25-50 a,ve fl14-4 cu/AL
55- 1C0 AMP #B -1/0 C',a/^L
-r-
z '3"
MCUI.ITING SLOIS
(8CTH auOS)
NOTES:I. MFG tsY CUILER-HAMMER.
2 UL I.ISIED.
PART NO.TRIPS AMPS MFC. PART NO.
4L2028 iq QC301 5H
.11202C L.)0ci020H
4'.2C2D l<cci025r
-LL\J lL l0 OCJO]OH
4L207F J5 QCJO4OH
+LlU lV 40 QCJO4OH
4L2A2P 45 OCJO45H
41202H 50 QC]O5OH
4L202J 55 QCJ055H
4L202K 60 ocl060H
4L202L 70 QCJOTOH
41202Q BO QC]OBOH
4L202M 90 QCSO9OH
41202N 100 QCSI IOH
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1/4"
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SMITH & LOVELESS ENGINEERING STANDARDS & SPECIFICATIONS
Dete P:oc. DescrlptLo;r !EA!ER, H/r'nN & Ti}0f.ST lm vAC
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TITLE
HEATES. $/FAN -
1301 u/,r$A1,0
Ti:.E RrtCSIr.T Co.iiROT r FD Ii./DtliL RAT\GX IiEAT SELECTOR.,
oR 1500 t;ILz-5 Al.{,P,, 12O VAC
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lo''t/<-orx - (3)AoLES lN HA^IPLE
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Heat producc.ion raced 4435 BTU's
llO3 uatcs & 5l18 BTU's per hour
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on 15O0 waEts.
4L84
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ilo.DESCRIPTION
4L84 - I Hocor for feo - ,l0I-1052 Type JB _ lgtl
4L84-2 TheroosEat SrriEch perc - #goZ{sa
MIIH & IOVELESS ENGINEERTNG STANDARDS &
i::: '
SPECIFICATIONS
BEATER g/FAN - TEZRHOSTAT COITTRoLLED (BEPIACEHEhT PARTS)
RPAIR PArS
ITLE
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SUITN I LOVELESS EIGITEERIHG STAf,DAEOS & SPECIFICTTIOTS
OATA ?ROCESSIXG DEACRIPTION METER, RUN TIME , II/RESET U}IIT OF MEAS.f,)gl
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U.L. & C.S.A. LISTED
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Drill B Top "B-32
( 3 Ploces )
PANEL DRILLING DETAIL
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SYXTOL
4L198
sr{EET-A-o, 3 ,
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INDICTTTES TIME FROM 0.0 TO
L&L PART NO. 4llqgs
NOTES:
9999.9 HOURS.
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SMITH & LOVELISS EN SY1/8OL
41.402TITLE
TRANSFORMER_SINGLE PHASE, DRY TYPE 6OHZ,TNDOOR/OUTDOOR SHEET 1 OF 4iJur.rJil\b uL)LKlpilUN I TRANSFoRMER +:t r:B uNtT oF urs.l erBY P.SEYY SUPERSEDES NBg-70 12/8s REVTSED N97-20 4/98
PART NO.KVA MFR'S. NO,TYPE v0Lrs/AC wT
LBS.DIMENSIONS
41402A I 9r5l B1 2 OB 240/480 TO 120/240 40 SHEIT 2
414028 I 9r51B1l QB 24O/48O TO 12A/240 60 SHEET 2
41402C 1/2 9I5 1 BB OB 240/4BO TO 12O/24O r6 SHEET 1
41402D l 9T2t8157 QB
QMS
0*
OMS
208 TO 12A/240 60 SHEET 2
4L402E 5 9T2181004G2 24O/48A TO 120/240 142 SHE T J
4L402F 7 -1/2 9T2181005G2 24o/4Bo ro 1zo/240 r40 SHEET 3
41402G 10 9T2181006G2 z+o/+ao To 120/240 172 SHEET 4
4L4A2H rq 9I218910J QMS 240/4BO TO 120/240 255 SHEET 4
NOTIS:
l. MFGR: GENERAL ELECIRIC FT. WAYNE, tN 468012. Sif 9519I TO SELICT PROPER FUSE.3. FUSE REFERENCE NUMBER: 4LJ7i _4. FUSE HOLDER REFERENCE NUMBER: 4Lt95_
l r,6' RrF ,4- i(-;jt'[),mm
r1l8"__l t* l.
H J 1/2" 11 7/64_
/ (4 KNocKours)
l*1
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11sr/B-MAx^x"ru ffii-7'fJ*B'o"rT-;T*r T--Tlr11'32-
DrMFNsroNs I ." [*1/2 KYA
41402C
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-
TITLE
TMNSFORMER-SINGLE PHASE, DRY TYPE 6OHZ, II.IOOON/OUTDOOR
DATA PROCESSING DESCRIPTION *jt r:B
SUPERSEDES N89-70 12/8s REvrsED N97-20 4/98
s/sz'4
3/32-
I
(4) MTG.
FOR 3/E"
DIMENSIONS 5 KVA
41402E
1 r t/16"
10 J/4" MAX
1 3/16" REF
B 5/16"
? 3/16't 5/32'
DIA. 2 HOLES
FOR LIFTING
14 1/2' MAX
(5) CONCENTRTC
KNOCKOUTS FOR
1,, & 2" DIA. CONDUIT
1 e/32'
3/ 4"r3/32"
4 3/8"
1 s/32'
DIA. 2 HOLES
FOR LIFTING
17/32" U* -l
1 3/sz"
I
r l5l16" MAX
e 1/2"
4 3/8"
3/32"
1 s/32"
'-r-
3 t/2"-it 1/4'REF
tEt
fi '{ru_+.1
,r,."-ll-- 1/4- REF
(4) MTG. SLorS
FoR J/8" DtA BoLTS
-rrl
15 1/B'MAx
2 3/4-
T_
(7) coNcENTRrc
t *l , ,ru- l-
KNOCKOUTS FoR I I
1" &. 2' otA coNDulT F- rr t/4-
DIMENSIONS 7 1/2 IryA
4L4A2F
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soLENotD VALVE, 3_IlrAY, N/C, S.S.
IFICATIONS
sHEEr r or iiTA PROCESSTNG OESCRPNON VAL\E SOLENOIO 3-WAY N/C R-OT ,-rSCatE I - .JNrT oF uEIEbf ARI-A BENEKE SUPERSEDES N96_lS__2/96 REvlsED N96-80--3/97
NOIES:I. VAL!€S ARE EXHAUST TO AIR?. oRtFtcE stzE ts 3/32 FOR rHE TOp Ar.to Eooy
ExllAu.rr roA/R
lfff:ttH l-.% coNDurr
f*T---\ -./l coNN€cTlou1
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INLET ?tr.T-
GINERAL PURPOSE VALVE
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souNOtD VALVE, 3-wAY, N/C, S.S.
PROCESSING OESCRIPTION
fxPLOStON PAOOF VAivf
VAL\E SOLENOTD J_WAY N/C
SUPERSEDES Ns6_13__2/s6 REvtsED N96-80__3/s7
L,illf
MFG.
PART
NO
7I]]5SN2KNJINOHI I IPJ
SLEEVE VALVE WRENCH
!./.' NPt lYP(l) roarr
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'AGTUATFrOL Microtel Series 1000/Real Voice
The Dialer/RTU that Digitally Records your own Message with FAXTALK
. MONITORS ONE TO FDUR INPUT/OUTPUTS
PLUS POWER FAILURE-rnonitoa multiple fautts for
the entire site.
. USES LOW COST DIAL-UP OR CELLULAR
SERVICE--{he most reliable coct effeaire communica-
tion method.
. COMMUNICATES IN \^3tCE F^x OR DATA VIA
INTERNAL MODEM.
lvlicrotel, the leader in electronic monitoring systems,
has developed the ultimate in dialing alaim moni-
tors. You actually tell the system what to say when itcails Each .rlarm message is spoken into the system
then digitizeci and nremorized. tvlessages can use
an-r n'ordj - .rr.. l.tn.luage - .tnd can inciude advisory
in iorrrration,r ioci .....rin a I arnr si.:iuS annunciation.
The Series l000/Real Voice can be housed in a
NEA4.A l2 rated fiberglass enclosure with locking
stainless steel hardrr.,are and gaskets to prevent mois_
ture and corrosive sutrstances from damaging'.the
system. The sy,stem may also be panet mounted
allowing for a variety of installation options.
The Series l0OO/Real Voice permiE the user to specifo a
plug-in module for each individual channet to be mon_
itored. All channels can be either DICITAL inputVour
puts or ANALOC inputVoutpus- With various voltage
and current options available. users can now order-a
d,111 fu:,9? coniigured ro interface with virtualty all
existing field instrumentation. No more expensir,e irstu-
rnent replacement or calibration needed-
Each UO channel has i(s cnvn lndependent ielephone
Catling Li* from a tutaster Telephone Direaory-The trseof a FaxA/oice/ModernrData-pump allorc direct tele.
phone or cellular communication to fax machines,
answering machines. digital or roice radio page6, or to
computer. Direcr intertace ro PC[s (programmable Logic
Controllers) via RS2l2 .( 4g5 po(s is now av-ailable-
The Microtel series 1000 Real Voice DialerrRTU is pre
grammable either locally with a touchtone telephone or
laptop computer, or remotely from arry toucfitone
phone or computer. System integrity is protected by
three [g\e1r.1security. A local printer po( for logging alt
functions is standard.
The Series 1000 offers full function Call Progress
Decoding. Ihe sptem detects and reacls to dial tone,
paging queues, human answer, busy and accurnulate
rings- No more wasted time giving messates to an
unanswered phone.
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liffiH-
Surge
I e^.rnn
Electrical
lm,dffi,
Power outage daection time
I;H'.',?,:",
Weight
llrff:marrod
Telephone System
I "l'lf:H;',"*'
Dialinp format
I ^**J0",.,Acknowledge intercall delay
Ca I I acknowledsernents method
I y.[:'xx*x interca' derav
protecttorl
Call progress decoding
!
Line Source
Operational
Fault detection method
I ;*;:r'**,'*rirne consranr
I rr:,sf,ff"*
rroSrammlnS
I ,rr,.- Diagnostics
Line monitor
Audible indicatorsI
-10'F to +130'F
90% RH, Noncondersing
2500 V. Fer ANS| C37-9OA-
1974, cornmon and differential mode
per FCC part l5C
12 VDgt2O VAC, 5U6O Ha lO WatB
5mA per cfiannel
l2-18 houa typical
l -9999 seconds
l l' x l0'x 6'
10 lbs.
Flange mouor. 4 pointg
NEi,lA 12 std., others optional
FCC Registrarion Number
E'F6M6-14699-AL-E
16 numbers, 60 digits each,
per fault
Loop disconnecs, lO pps nominal, or
tone, 6J Fax, modem-selectabte
Programmable, I to 99 rings
I minute ro l0O days
Ione or callback
I to 99 minutes
Fer FCC part 68
Standard
Standard
Normally opened or closed. analog
setpoint selectable. programrnable
I ro 9999 seconds
6 seconds. selectable
I seconds, selectable
Nonvolatile memory
Local telephone, Laptop or SIM
module, or remotely frorn
telephone or pC
Off hook status
Vocal 5tatus of all tault conditions,
station identifi carion. and
acknowledge response
3 Year Parts
230il,
I 20 V.c-
C@lKi6
l DIMENSIONS=
& Service at Factory Warranty
Msuat indicators Fault clunnels
Run status
fuweron
Off hook
Fower Fail
Options
Tone generator hnel rnount
Additional por,ver and telephone line surge prdection
Remote Microphone, Various NEMA Cabineds
Typical Applications:
Remote pump stations
Unmanned oil fields
Greenhouses
Refrigerated storage areas
Lerel control
Pressure
Temperature
Vacuum
Leak daection
pH Monitoriog
Fire
Equipment malfunoion
Flow
Residual
Weight
hwer-unmanned substations
HVAC
Computer Rooms
Fuel Storage
280
1 15/c
278
g'/'
Rr[C r{t
MII.LIMETERS
INCHES
r-t
t
5/16' D,e.
U/rw.orat
152
6
I
[]
I contact Aquatrol or )our nearest authorized representative for a complete set of engineering specifications, and Microtel -Sp<s on Disk:.
I Renresented by
I
Prinred in U.S.A
rl-frii5ffi
rhenrt nernt in dirir,r r.h.13uir.::,5"#ff
l(fll iardrn gnrJ - rr-.. A.t^rac t o,icirro 7O126
IeleMAX'" SURGE SUPPRESSOR
Made in U.S.A.
MICROTET, INC.
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MINIMIZE POWER AND TELEPHONE
TRANSIENT LINE VOLTACE AND
SURGE PROBLEMS
PROBLEM
Electronic equipment,
modems and data lines
can be damaged by transient
voltage surges, spikes and
glitches.
SOLUTION
TeleMAX* protects
electronic equipment and
data lines to improve
component and data
reliability.
. EXTREMELY LOW COST
. FAST RESPONSE TIME
. LOW CLAMPINC LEVEL
. MAXIMUM ENERCY DISSIPATIO\.
.INSTALLS IN SECONDS
. OPERATIONAL STATUS LICHT
. TOP QUALTTY NOTSE i iiTit,\TloN
. l-oP QUAL|TY SURCE
SUPPTiESSION
APTUCATTONS
TeleMAX- is particularly effective in elimin.r[rrrr r,, ],'.,.r lrnt telecommunicatron. .rrit I r,disturbances which cause loss oi data and c{rr;i;:, ,;;..ir: ll,trrr.lqe to sensitive solrr-l-:t.it, .
equipment, ie. computers, modems, & telenr,.ir.. ,.rl,.rrrrrrer)t.
TeleMAX- combines the fastest response trrirt. rri,: ri:t. irrqirest energy dissipatro.
TeleN.lAX* 1
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Specifications and Characteristics
Electrical Specifications
Eedricat
Applicabte line rroltage:
Clamping level:
Operating temperature:
Storage temperalure:
Operating humidity
Leakage curent:
Dynamic short-term current:
Dyrumic response time:
Capacrtf
Mode surge protection:
l2OV rms nominal, (t7(n/ peak)
2@V Peak
-25 to +75' C
-5O to *t0O' C
Less than 959,5 non-condensing
Less than I milliamp
Creater than 6500 Amps
5 picosecords
Maximum Ratng 15 Amps
Tramverse & common
Electrical Characteristics
Stagel 9age2 Stage3 UnittChmpinglevel 2OOt596 2OOtlO96 23ctl5% Volrs
Response time 5 pico I nano I nano Secoods
lOOFsec power dissipation 4500O 2 million t million VlAns
Dynamic impedance IOO .O5 .l Ohnrs
Rated energy dissiparion 4.5 2m tOO loulesNoise Filtration
Noise reductioo up to 70 dg
Frequencies attenuated . l0 kHz to l@ MHzAttenuation - - _ . 12 dB/oaaves from 5O KHz
Mode noise protection. . . .. - transvere and conrnon
Telecomm u nication Speci fications
Mode protectinn 4 wireflwisted pair
Plug compatibility, - . . . . . . . . . R;1 1 and Rl45
Fuse : 25OV O-5A
Telecom m unication Characteristics
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Clamping level
Response time
lOOpsec power dissipation
Rated energy dissipation
Stagel Stage2 Stage3 Units
20Ot5% t85tlo96 t85{-toq6 Volts
5 pico lO nano l0 nano Seconds
45000 50000 60000 v\htrs
4.5 60 60 Joules
'/dD\i
5-Year Warranty
Panamax warrants that our surge suppressors will 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 tNC.
6864 W. 153rd Street
Overland Park, Kansas
(e13) 681-8700fr'i\ r r orrnl
Represented by
66223
{
-rL7US
#lrh
qron 35kW - 45kW 60 Hz
30kW - 37kW 50 Hz
Spark-lgnited
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Model Fuel Data Sheet
Standby
kw (kvA)
60 Hz 50 Hz
GGFB
GGFC
Natural Gas
Propane (Liquid or Vapor)
Natural Gas
Propane (Liquid or Vapor)
D-3034
D-3035
D-3036
D-3037
35 (44)
3s (44)
3e (4e)
4s (56)
30 (38)
30 (38)
32 (40)
37 (46)
Standard GenSet Features
rono@ TNDUsTRIAL ENGTNE. Rugged 4-rycle industrial spark ignited engine. Excellent transient performance
ALTERNATOR. Low reactance 2/3 pilch. Class H insulationo Exceplional short circuit capability. Low waveform distortion with non-linear loads. Excellent motor starting capabilities
ELECTRONIC VOLTAGE REGULATOR. Precise regulation. Underftequencycompensation. Torque-matched system provides fast recovery from
transient load changes
FULL LOAD PICK-UP. GenSets accept 100% of full nameplate standby rating
in one step, in compliance with NFpAI 10, paragraph
5-13.2.6.
COOLING SYSTEM. 104"F (40"C) system standard
SKID BASE. Supports engine, altemator and radiator wilh integral
vibration isolation. Heavy duty welded steel construction
E.COAT FINISH. Dual electro-deposition coating system provides high
resistance to scratching, conosion and paint fading
STANDARD SENTINEL CONTROL SYSTEM. Run-Stop Remote Switch. Remote Starting, 12 Vott, 2 Wire. Safety Shutdowns
SINGLE-SOURCE RESPONSIBILITY. Design, manufacture and test of all major set
components and accessories by Onan Corporation
and affiliated companies.
SINGLESOURCE WARRANTY. All generator set components and systems are
covered by an express limited one-year wananty. Optional extended warranty programs available
The Prototype Test Support program verifies the
performance integrity of the generator set design. Onanproducts bearing the PTS symbol meet the prot,otype test
requirements of NFPA1 10 for Level 1 systems.
@
All models are CSA certified to product class 421tO1.
Generator Set Series Sheet May Change Wtthout OnanCorporation S-1082aI
Generator Set
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Voltage RegulaUon, no load to Full load: tl-Oyo
Random Voltage Variation: !1.0o/oRegulation: lsochronous (Elecfonic Govemor Standard)
Frequency lnterference: Optional pMG exitation operates in compliance with BS8OO and VDE level G and N.
MIL€TD.,161 and VDE level K
,Engine Specifications
4 cycle, water-cooled
Block:
4.0'(102 mm)
3.98'(101 mm)
300 cubic incfies (4.9 liters)
Cast iron
300 amps at ambient temperature of 32"F (0"C)
37 amps
12 volt, negative ground
LP vapor is standard. Optional LP liquiri, nalural gas, Lp tiquid/natural gas and Lp
vapor/natural gas
Dryehnrent
Spinon, tull flow
104"F (40"C) ambient cooling systern
Current:
Bafrery Charging Altemator:
Voltage:
System:
Cleaner Type:
Oil Fitter Type(s):
System:
Waveform Total Harmonic Distortion:
2A pitch
Direci coupled by flexible disc
Class H per NEMA MGl-1.65
150'C Standby
Shunt
A(u), BM, CW)
Dired drive cenbifugal blower
<5% total no load to full linear load
<3o/olor any single harmonic
<50 per NEMA MG1-22.43.
<3
tr 115/200 0 240t415o 120t208 D 2ilt440a fi7D20 B 115t2no 100/200 0 120t240o 1101220
tr 1001200o 110n20o 1r51230o 120n40
EngineO 12U24AYo[, 1500 watt coolant heaters
Cooling System
B 122F (50"C) ambient cooling systemO Remote radiator cooling
Fuel SystemD LP liqukJD Natural gas
O 105"C rise altemator
125"C rise altemator
Anti-condensation heater
Extended stack (tul singte phase output)
Lorrver broad range
PMG excitation
Upper broad range
B Natural gas,/LP vapor daulomatic changeoverD Natural gas/LP liquid dautomatic changeoverO Primary gas pressure regulator
Control Paneltr Control anti-condensation heatertr CSA282 compliancepackageO Detector 12 control (required tor any NFPA 110
apdicatbn)
fl Eme€ensy stopn Engine gauges (sentinel control)[J Low battery voltage wamingE Lon coolant level waming/shutdownE Remote fault signal package
o
Exhaust Systemtr Adapter NPT to Stip FitD GenSet mounted mufflertr Heavy duty exhausl elborvO Muffler - CrilicalD Muffler - lndustrialD Muffler - ResidentialE Rain cap
Generator SetB AC entrance box[] BatteriesO Battery Chargertr Battery Rack
D Coolant drain extensiontr DudadapterB E:port box packagingtr Main line circuit breakertr Oil drain extensionO Quite S;te Stage I housing Wsilencertl Quite Site Stage ll housing #sibncerE Remoteannunicatorpanel
O Spring isolatorsD Weather proteclive enclosure with silencerD 2 year standby wanantyD 5yearbasicpowerwananty
OnanCorporation S-1082a
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Optional Features Shown
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Sentine! Control Svstem
o Automatic Remote Starting. Controb generator set starting and shutdown. Control @moonents desioned to withstand the vibration levels tvoical in oenerator sets
Standard Control Description
. Crank timer. Fault reset button
o Remote starting, 12 volt, 2 wire
. Run4fi-Auto switch
Standard Features Optional Features
o Field circuit breaker. High temperature shutdown. Low oil pressure shutdown
o Overcrank shutdourn
o Overspeed shutdorrn
o Running time meter
o AC meter package (same as Detector). Oil pressure gauge
. Water temperature gauge
ffilE l@'HllE "l@ ol
-
Features Shown
Detectoril Control Svstem
Aulomatic remote starting
Control components designed to withstand the vibration levels typical in generator sets
Controls generator set startinq and shutdown
Detector 12 Uqht (NFPAil0) Control Description. .12 light engine montor (NFPAI 10 levet). Common alarm contad. Coolant temperature gauge. Cycle cranking control. DC voltrneter. Field circuit breaker. lndividual 112 amp relay signals
. Lamp test switch. Oil pressure gauge. Remote starting, 12 volt, 2 wire. Reset switch. Run-Off-Auto switch. Running time meter
Standard Features. 5olo voltage adjust rheostat. AC Ammeter (dual scale). AC Vottrneter (dual scale). Dual scale frequency/tachometer
. Engine gauges. High coolant temp shutdown (red light). Low coolant temperature (yellor.r light). Low fuel (yellow light)
Low oil pressure shutdown (red light)
Overcrank shutdown (red lQht
Overspeed shutdown (red lbht)
Pre-alarm high coolant temp (yellow light)
Pre-alarm low oil pressure (yellow light)
Run indicator (green light)
Two customer selecled fautts (red light)
Voltmeter/Ammeter phase seleclor
Optional Features
. Audible alarm
. Emergency stop
. Lotrv battery voltage waming
. Remote f,ault signal package
. Speed adjust rheostat
. Time delay starustop
Generator Set Series Sheet May Chaoge Without OnanCorporation S-lO82a
Ratinqs Definitions
Standby:
Applicable br supplying emergencv power fur the duration
3f nmd potrer intsruplim. No sustained overload
=pability is a avaihble for this rating. Nominalty raled.
(Equivalenl lo Fud Stop Potder in accordance wilh
1503046, AS2789. DlN627l. ard 855514.)
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This outline drawing is to
provide representative
configuration details for
the model series.
See respective model
data sheet for specffic
model outline drawinq
number.
Do not use for
installation design
Model Dim A Dim B Dim C Weiqht Wet
GGFB 40 in 1016 mm 49.3 in 1252mm 82.2in 2104 mm 1683 tb.765 kq
GGFC 40 in 1616 mm 49.3 in 1252mm 82.8 in 2104 mm 1683 tb.765 kg
Onan Corporation
l/fOO 73rd Avenue N.E.
Minneapolis, MN 55432
612-574-5000
Fax: 6t2-574-8087
On"n Jhlp*rurCommand are registered tradema.ks of Onan Corporation
See your distributor for more information.
Baddeed to a utility systm 6 @ eledr@.d;s {dl6 propqty danage.
Oo mt 6meat to ay building's dectri€l sysdm qept fro,gh m apprwed
dryica or ans building main $itcfi is opered-
Cutttmins is a tegistered tradefnark oFCummins Engine Company
Generator Set Series Sheet Without Notice OnanCo@oration S-1082a
Outline 500-3207
6O Hertr 50 HerE
Standby Prime Standby Prime
Rafings (kW)35 30
Fuel Consumption Loa(
us sd
Uhr
cfi
m'ftr
1t4 1t2 u4 Full 114 1t2 3t4 Full 1t4 1t2 3t4 Full 1t1 1t2 u4 Full
196
6
295
8
389
11
460
13
174
5
252
7
308
9
383
11
Generator Set Data Sheet
Model: GGFB
FuelType: Natural Gas
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Fuel Flow
Maximum Fuel Flolfl
irinimum Operating Pressure
\ilaximum Opereting Pressure
Uaximum Retum Restidion
Stdby Prime Stdby Prime Stdby Prime sldry Prime
NA
7
13,6
NA
US gph
an. l-l2o
in. H2O
in. Hg
NA
1.8
3.4
NA
L/hr
kPa
kPa
mm tlg
NA
7
13.6
NA
US gph
in- HrO
in. H2o
in.HS
NA
1.8
3.4
NA
t/tr
kPa
kPa
mm Hg
Cooling
Fan Load
Coofant Capacity (with radiatorl
CoolantFlo^, Rate
Heat Rejection To Coolant
Heat Radiated To Room
Maximum Coolant Friciion Head
Maximum Coolant Static Head
Heal Ex i&ax Raw-Water Flo/v
Heat Ex. fibx Rawwater Press
2.5
5.E
20_7
2000
500
2
10
M
NA
HP
US Gal
GaUMin
Btu/Min
Btrv1\lin
psi
ft
GaUlJlin
psi
1.9
22
78
2.1
o-5
14
3_1
NA
NA
KW
L
Lrlvlin
MJ/Min
MJ/[]tin
kPa
m
UMin
kPa
1.5
5.E
17
1850
400
1_7
10
NA
NA
HP
us Gd
GaUMin
Btu/Min
Btr/Ivlin
pst
n
Gal/Min
FSl
1.1
22
78
2.0
0./t
14
3.1
NA
NA
kw
L
UMin
MJ/Itrln
MJAitrN
kPa
m
I rin
kPa
Air
]ombustion Air
Uaximum Air Cleaner Resfidion
\lternabr Cooling Air
ladiabr Cooling Air
t inimum Air Opening to Room
tlinimum Disclurge Opening
{ax- Static Reslrict-on
91
'15
572
4900
8.2
5,8
0.5
cfin
in. tl2o
ctrn
scfm
sg- n
sq. n
ifl H?O
2.6
3.7
16.2
138.7
o.E
0,5
125
mtlmin
kPa
mt/min
m'/min
sq. m
sqm
Pa
7A
15
177
/1100
4.2
5.8
o_5
crrn
in, HrO
ctrn
scfm
sq. n
sq, fr
in. rLO
2.2
3.7
13.5
116.0
0.8
0.5
125
mt/min
kPa
m'/min
m'/min
sq- m
sq, m
Pa
Exhaust
ias Flor (Full Load)
}as Temperature
ulaximum Back Pressure
308
1299
20
cfm
"F
in. HzO
8.7
7U
5.0
m3/min
"C
kPa
2U
1?49
20
cJm
.F
an. H2O
7_5
676
5.0
m3rmin
"c
kPa
Engine
Engine ltilodel
Aqiration
Gmss Engine Porver Ouhut
BMEP
Bore
Stroke
Piston Speed
3ompression Ratio
lube oil capacity
f,verspeed Limit
Regenerative Power
csc-6491 csG449t
Natural Natural
68,5
83,2
4
3.98
1 194
8
7
bhp
psi
in.
in-
rumin
ratio:1
qt
5'l
572
101,6
101.1
6.07
I
kWm
kPa
mm
mm
rnls
ratic:1
liter
56
84,8
4
3.98
995
8
7
bhp
psi
in.
in,
ffmin
ratio:1
qt
42
583
101.6
101.1
5.05
I
7
kwm
kPa
mm
mm
m/s
ratio:1
liter
2100 rfo RPM
12_3 kW
1850 150RPM
9.7 kW
Jnit DryWeighl
Jnit Wet Weight
1623 lbs
1683 lbs
736.2 kgs
763.4 kgs
1623 lbs
1683 lbe
736.2 kgs
763.4 kgs
Derating Factors :ngine pou/er availaue up to 3574 n (1089 m) at ambient
emperatur* up tc 104.F !to"C). Above 3574 n (i089 m) derate at
l% per 1000 ft (305 m), and 1o/o W 1c F (T/toper i1.C) above
rM.F (40.C).
Engine poref available up to 2765 n (843 m) at ambient
lemperatures up to 104"F (40.C)- Above 2765 fr (&4:| m) derate at
4% per 100O n (305 m), and 1% per 10'F (2% per 11"C) above
104"F (40"C)_
Generator Set Data Sheet Spcifications May Change Wthout l,lotice Onan Corporation D-3)34b
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35GGFB
ONAN GENERATOR SET
EXHAUST EMISSION DATA SHEET
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ENGINE
Model: Ford
Type: 4 Cycle, ln-Line 6 Cytinder
Aspiration: Natural
Compression Ratio: 8:1
Emission Control Device: None
PERFORMANCE DATA
BHP @ 1800 RpM ( 60 Hz)
Fuel Consumption (scfh)
Air to Fuel Ratio
Exhaust Gas Flow (CFM)
SparkJgnited
Bore:
Stroke
Displacement:
4 in. ( 102 mm)
3.98 in. ( 10'l mm )
300 cu, in. ( 4.9 liters )
NATURAL GAS PROPANE
Exlqlst Gas Temperature ( oF)
68.5
5't3
16.8
325
1297
76.5
199
15.1
333
1286
EXHAUST EMISSION DATA
COMPONENT
HC ( Total Unbumed Hydrocarbons )
NOx ( Oxides of Nitrogen as NO2 )
CO ( Carbon Monoxide )
(All Values are Grams per HP-Hour)
NATURAL GAS
0.3
1.5
4.O
PROPANE
0.2
1.6
5.6
TEST CONDITIONS
Data was recorded during steady-state rated engine speed ( i 25 RpM) with full load ( t 2% ).Pressures, temperatures, and emission rates were stablized-
Fuel Specification:
Natural Gas: Natural Gas as received from Supplier.
Propane Meets the requirements for Commercial Grade Propane under the ASTM D1g35
Standard Specification for Liquefied petroleum Gases.
lntake Air Temperature: 77 I g " F
Barometric Pressure: 29.6 t 1 in. Hg
Humidity: Nox measurement conected to 7s grains H2oirb dry air
The NOx, HC, and CO emission data tabulated here were taken from a single engine under the test conditions shown above.
The data are subiecl to instrumentation, and engine to engine variability- Engine operation with excessive
air intake or exhaust restriction beyond published maximum limits, or with improper maintenance, may result in elevated emission levels.
Onan Corporation Data and Specifications SubT'ect to Chatpe Wthout Notice.EDS - 31OB
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Measured Sound Performance
3SGGFB 60 Hzll
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Note:
Note:
Measured Sound Pressure Levels dB(A)
1. Measurement locations are 23 bet (Z m) from the center of the generator set.
2. Tests performed at full rated bad with standard radiator-fan package.
3. Sound measurements for generator set with infinite exhaust do not include exhaust noise.
4. Tests conducted perANSI St.1&t971.
5. Refrerence sound pressure is 20 ppa. posT
6. The measured sound levels are subject to instrumentation, measurement, and generator setvariability.
Measured Sound Power Levels dB(A)
1. Tests performed at full raled load with standard radiator-fan package.
2. Tests conducted perANSI S12.34-1988.
3- Sound measurements for generator set with infinite exhaust do not include exhaust noise.
4. Reference sound power is 1pw=t x tot2 w.
5. The measured sound lgvels are subjec* to instrumentation, measurement, and generator set variability.
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Configuration
1 I7632
Positionel5 8 Position
Average
Standard - Unhoused
(Note 3)
F183 - Weather
(Note 3)
F183- Weather
F172 - Quiet Site 1l
First Stage
lnfinite
Exhaust 74.7 77.6 79.8
lnfiniteEt'raust N/A N/A N/A
Mounled 71.6 79.6 78.4Muffier
T,"#::. 67.0 26.2 6e.o
76.3
tl/A
74.1
67.2
74.7 76.4 86.2
N/A T'I/A N/A
75.8 78.3 79.6
65.3 66.0 66.2
76.9 77.8
N/A N/A
79.9 78.4
73.8 69-9
F173 - Quiet Site ll
Second Stage
Mounled 67.0 68.4 67.2Muffer 67-2 64.6 66.1 63.2 66.8 66.3
Configuration
Standard - Unhoused
(Note 3)
lnfinite
Exhaust
63 't25
Octave Band Center Frequen
254 500 1000
rcy (Hz)
I zooo 4000 8000
Sound
Power
Level
F183 - Weather Mounted
Muffler
F172 - Quiet Slte ll
First Stage
F173 - Quiet Slte ll
Second Stage
Mounted
Muffler
Mounted
Mufller
70.8
70.7
885
87.7
84.6 88.' 92.2
83.3 82.6 87.4
90.
u.
2
3
86.9 81.0
82.3 75.8
97.7
94.'l
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Onan Corporation Data and specificatbns subT'ect to change without notice.Bulletin MSP - 1528
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PROTOTYPE TEST SUPPORT (PTS)
60 HZ TEST SUMMARY ,'@GENERATORSETMODELS REPRESENTATIVEPROTOTYPE
3SGGFB Modet: 4SGGFC
4sGGFC Engine: CSG649I
Alternator: UCD2D
The following summarizes protglYPe testing conducted on the designated representative prototype of the specified models.This testing is conducted to verify the complete generator set electrical and mechanical d'esignintegrity. prototype testing isconducied only on generalor sets not sold as new equipment-
I The generator set was tested to simulate motor slarting by
I applying the specified kVA load at lorrv lagging power fiaor
| (O. or lower). With this load applied, the generator set
I recovered to a minimum of 90% rated voltage.
I
lTorsional Analysis and Testing:
lThe generator set was tested to verify that the design is not
lsubjecfed to harmful torsionat stresses in excess oiSOOO psi.
A spedrum analysis of the transducer outprrt was conduc{ed
over the speed range of '1200 to 2000 RpM.
Maximum Surge Power: 49 kW
All listed generator sets are guaranted to meet or exceed the
specified rating. The stated output power was achieved while
running at normal operating temperature, with all power
consuming auxiliaries in place.
Maximum Motor Starting:163 kVA
Cooling System:50 oC Ambient
O.5 in. H2O restriclion
The cooling system was tesled to determine ambient
temperature and static restriclion capabilities. The test wasperformed at full rated load in elevated ambient temperatureunder static restriction conditions.
Durability:
The generator set was subjected to a minimum S00 hour
endurance test operating at varialbe load up to the standby
rating based upon MIL-STD-7OS to verifi structural soundness
and durability of the design.
Electrical and Mechanical Strength:
The generator set was tested to several single phase andlhree phase faults to verifo that the generator can safelywithstand the forces associated with short circuit conditions.
The generator set was capable of producing full rated output
at the conclusion of the testing.
Steady State Performance:
The generator set was tested to verify sleady state operating
performance was within the specified maximum limits.
Voltage Regulation:
Random Voftage Variation:
Frequency Regulation:
Random Frequency Variation:
Transient Performance:
The generator set was tested with the standard altemator to
verify single step loading capability as required by NFPA 110
and veriff acceptable voltage and frequency response on
load addition or rejection, The following results were
recorded:
! 1o/o
t 1%
lsochronous
t A.25 o/o
Full Load Acceotance:
Voltage Dip:
Recovery Tlme:
Frequenry Dip:
Recovery Time:
Full Load Reieclion:
Vohage Rise:
Recovery Time:
Frequency Rise:
Recovery Time:
Harmonic Analysis:
(per MIL-STD70SB, Method 601.4)
Line to Line Line to Neutral
Harmonic No Load Full LOad No Load Full Load
3 0.059 0.185 0-86 1.2
16.6 o/o
0.77 Second
6.8 %
3 Second
20%
0.88 Second
7.4 o/o
2 Second
7 0.72
90
0.064
0.87
1.96 0.76
o0
0.082
1.24
1.96
0.03211 0.39 0.65 0.4 0.6413 0.13 0.48 0144 0.46
15
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Onan Corporation Specification May Change Without Notice.PTS- 1344
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Transfer Switches
Transfer Switches
Page I of8
Features
. Advanced Transfer Switch Mechanism -
Unique bidirectional linear actuator provides
virtually friction-free, constant force, straight-
line transfer switch action during automatic
operation.
. PowerCommandP Microprocessor Control -
A standard, fully featured microprocessor
controlwith a choice of options. Allfeatures,
settings and adjustmenls are software-enabled
for ease of setup and accuracy. Optically
isolated logic inputs and high isolation
transformers for AC power inputs provide high-
voltage surge protection.
. Manual Operation - Manualoperating
handles, shielded termination, and over-cenler
type contact mechanisms allow effective,
manual operation (40-t 000A switches).. Positive lnterlocking - Mechanicaland
electrical interlocking prevent source-to.source
connection through the power or control wiring.. Main Contacts - Heavy-duty silver alloy
contacts with separate arcing surfaces and
multileal arc chutes are raled for total system
transfer including overload interruption.. Easy Service./Access - plug connections,
door-mounted controls, ample access space,
and compatible terminalmarkings. The control
is field programmable.
. Product lines, Accessories and Services -
Onan offers a wide range of accessories and
services to suit your requirements.. Certifications - Onan OTPC Transfer
Switches are certified to a wide range of
standards-
. Waranty - Onan offers single-source
responsibility at both the factory and distributor
levels for warranty, service, and parts support.
OTPC PowerCommand@
40 - 3000 Amp
3 Pole and 4 Pole
Description
Designed for continuous current operation and
switching ol electricalloads between primary
power and standby generator sets, Onan
Series OTPC PowerCommanf automalic
transfer switches monitor the primary power
source, signal generator set startup,
automatically transfer power, and retum the
load to the primary power source once the
utility retums aniJ is stabilized.
High-pressure silver alloy conlacts.can
withstand thousands of switctring cycles
without buming, pitting, orwelding. They
require no routine contact maintenance-and
provide 100o/o continuous current ratings.
ln utility-to-genset applications, the control
system monitors utility and genset power.
\A/h"! utility power faits or is unsatisfactory, the
switch starts the genset and transfers critical
loads-to the genset. The switch automatically
transfers loads back to the utility when utility
power returns-
ln util ity-touti ! ity applications, the control
system monitors the primary utility source and
transfers the criticalload to a secondary utility
source when primary power fails or is
unsatisfactory. The switch automatically
transfers loads back to the primary source
when power is restored.
ln genset-to-genset applications, the
transfer switch automatically controls multiple
gensets, allowing one genset to power the load
with another genset as standby. The running
(lead) unit can be setected mahually or may-be
changed automatically with a built-in
changeover timer.
Optional Features Shown
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Transfer Switches
Transfer Switch Mechanism
Specifications-Transfer Switch
Voltage Rating
Arc lnterruption
Neutral Bar
Auxillary Contacts
Operating Temperature
Storage Temperature
Humidity
Altitude
Surge Withstand Ratings
Total Transfer Time (source.to-source)
Manual Operation Handles
Page 2 of8
A bi-directional linear actuator powers OTPC Transfer
Switches. This design provides virtually friction-free,
constant force, straight-line transfer switch action. No
complex gears or linkages.
lndependent break-before-make action is used for
both 3-pole and 4-pole/switched neutralswitches. On
3-pole/switched neutral switches, this action also
prevents the objectionable ground currents and
nuisance ground fault tripping that can result lrom
overlapping designs.
A mechanical interlock prevents simultaneous closing
of normaland emergency contacts. The action
positively prevents dangerous source-to'source
connections.
Electrical interlocks prevent simultaneous closing
signals to normaland emergency contacts and
interconnection of normal and emergency sources
through lhe control wiring.
Long-life, high pressure, silver alloy contacts resist
burning and pitting. Separate arcing surfaces further
protect the main contacts- Contacts are mechanically
held in both normaland emergency positions for
reliable, quiet, operation.
Mechanism
Transfer switches rated from 40 A through 3000 A are rated up to
600 VAG, 50 or 60 Hz.
Multiple leaf arc chutes cool and quench the arcs- Covers prevent
interphase flashover and are transparent for visual inspection.
A full cunent-rated neutral bar with lugs is standard on enclosed
3-pole transfer switches.
Two contacts (one for each source) are provided for customer
use. Wired to terminal block for easy access. Rated at 10A
continuous and 250 VAC maximum.
-+ooF 1<ooc) to 14ooF (6ooc)
-4ooF (-4ooc) ro 14ooF (6ooc)
Up to 95"/" relative, noncondensing
Up to 10,000 ft (3,000 m) without derating
Surge-tested for location category 83, per IEEE C 62.41. Testing
per guidelines in IEEE 62.45. Control tested to European Surge
Test EN 61000-4-5
Will not exceed 6 cycles at 60 Hz with normal voltage applied to
the actuator and without programmed transition installed.
Transfer switches rated through 1000 A are equipped with
permanently attached operating handles and quick-break, quick-
make contact mechanisms suitable for manual operation-
Transfer switches over 1O00 A are equipped with manual
operators for service use only under de-energized conditions.
I PowerCommand Microprocessor Control
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Transfer Switches Page 3 of8
Control Packages
A choice of two control packages allows flexibility for determining the most suitable level of control for a given
application:
Time-Delay Functions
Engine Start Prevents nuisance genset starts in the event of momentary power system variation or loss. Not includedin utility-to-utility systems.
Transfer Normal to Ennrgency: Allows genset to stabilize before application of load. Prevents power intem:ption ifnormal source variation or loss is momentary. Allows staggered transfer of loads in multiple tranifer switch systems.
Betransfer Emergency to Normal: Allows the utility to stabilize before retransfer of load. Prevents needless powerintemrption if retum of normal source is momentary. auows staggered transfer of loads in multiple transfer switchsystems.
Engine Stop: Maintains availability of the genset for immediate reconnection in the event that the normal source failsshortly after transfer. Allows gradual genset cool down by running unloaded. Not included in utility-to-utility systems.
Programmed Transition: Transfers load to neutral position, disconnected from sources, to allow inductive loadvoltages to decay.
Level l Control Level2 Control
t tility-tccenset Applications t tility-to-Genset Appllcations
t tllity-tetft illty Applications
Genset-to-Genset Applicatlons
Software Adfustable Time Delays:
Engine Start 0 - 15 sec
Trans{er Normal to Emergency: O - 12O sec
Rebansler Emergency to Normal: 0 - 30 min
Engine Stop: O - 30 min
Programmed Transition: 0 - 60 sec
Softruare Adjustable Time Delays:
Engine Start 0 - 120 sec
Transfer Normal to Emergency: O - 120 sec
Betransler Emergency to Normal:0 - 30 min
Engine Stop: 0 - 30 min
Programmed Transition: 0 - 6O sec
Undervoltage Sensing - 3-phase normal, 1-phase
emergency
Pickup: 85% to 98% ol nominal voltage
Dropout 751" lo 98"/" of pickup setting
Dropout Time Delay: 0.1 to 1-0 sec
Overvoltage Sensing - 3-phase normal, l-phase
emergency
Dropout: 105% to 135% ol nominal vohage
Pickup: 95% to 99% of dropout setting
Dropout Time Delay: 0.5 to 12O sec
Frequency Sensing
Pickup: *5o/"to +2O7o of nominal frequency
Dropout 11% beyond pickup
Dropout Time Delay: 0.1 to 15.0 sec
Over/Undervoltage Sensing - 3-phase normal and
emergency
Pickup: &5% to 98% ol nominal voltage
Dropoul: 75Yolo 98/o of pickup setting
Dropout Time Delay: 0.t to 1.0 sec
Overvoltage Sertslng - 3-phase normal and emergency
Dropout 1057q to 135% of nominal voltage
Pickup: 95% to 99o/o of dropout setting
Dropout Time Delay: 0.5 to 120 sec
Frequency Sensing
Pickup: rs%" lo t.z0"/" of nominal frequency
Dropout 11% beyond pickup
Dropout Time Delay: 0.'l to 15.0 sec
Voltage lmbalance Sensing
Dropout ?/olo l$/o
Pickup: 90% of dropout
Time Delay: 20 to 20.0 sec
Phase Rotatlon Sensing
Time Delay: 100 msec
Loss of Slngle Phase Detectlon
Time Delay: 100 msec
Standard Open Transition Transfer Mode
Programmed Transition Transler Mode
Standard Open Transition Transfer Mode
Programmed Transition Transfer Mode
Programmable Genset Ererclser - One
evenVschedule
Programmable Genset Exerciser - Eight eventVschedules
Basic lndicator Panel
Source Availabler'Connected LED lndicators
TesVExercise/Bypass Buttons
Basic lndicator Panel
Source Availabler'Connected LED lndicators
TesVExercise/Bypass Buttons
Digital Display
Daier'Time-Stamped Event Recording
Load Sequencing (optlonal with Network
Communications Module)
Dat€rTime-Stamped Event Recording
Load Sequencing (optional with Network
Communications Module)
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Transfer Switches Page 4 of 8
Control Options
Relay Module
Provides an adjustable transfer, pending time delay of O to 60 seconds and Normal and Emergency status
signals, to prevent intenuption of power during elevator operation. Belay outputs include: Source 1
Connected and Available, Source 2 Connecled and Available, Not in Auto, TesUExercise Active, and
Pending Transfer (elevator signal).
Loadshed
Removes the load from the emergency power source by driving the transfer switch to the neutral position
when signaled remotely. Transfers load back to the emergency source when the signal contacts open.
lmmediate retransfer to the prelerred source when it is re-established.
PowerCommand Network lnterface
Provides conneclion to the PowerCommand network. LonWorks compatible for integration into customer
monitoring strategy.
Load Power and Load Current Monitoring
Measures load phase and neutral, curent, power factor, real power (kW) and apparent power (kVA). Warns
of excessive neutral current resulting from unbalanced or nonlinear loads.
User lnterfaces
Basic lnterface Panel
LED indicators provide at-a-glance source and lransfer switch status for quick summary of system
conditions. Test and Override buttons allow delays to be bypassed for rapid system ctreckout-
User lnterface Options
Front Panel Security Key
Front panel access can be locked out using this option. Prevents unauthorized transfers or testing. Prevents
unauthorized adjustments via the digital display.
Digital Display
The digital display provides a convenient method for monitoring load power conditions, adjusting transfer
switch parameters, monitoring PowerCommand Network status, or reviewing lransfer switch events.
Password protection limits access to adjustments to authorized personnel. The digitaldisplay comes
standard with the Level2 PowerCommand microprocessor control, and is optionalwith the Level 1 Control-
Analog Bargraph Meter
An LED bar graph display provides easy to read indication for Normal and Emergency voltages and
frequencies, load currents, power factor, and Kilowatts. Green, amber, and red LED's provide at-a-glance
indication of system acceptability. Available as an option with the Level2 PowerCommand microprocessor
control.
Transfer switches meet or exceed leading code requirements:
NEMA - All switches comply with NEMA ICS 10
UL - Allswitches are UL-1008 listed, and switch accessories are UL listed for factory
or field installation; UL approved cabinets; UL listed CU-AL terminals
lSO9001 - This transfer switch was designed and manufactured in facilities certified
to 1SO90O1
NFPA Testing - A complete representative prototype transfer switch has been
:!991"1t:?ryil"1:f _qTT9r9l::!.Iy1'lrytL._9"9i.itl:91Y1t9
Certifications
@&#
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Transfer Switches Page 5 of8
penornance unoer oorn normar ano aonormar operalrng conolltons per Ine
requirements of NFPA 70, 99, and 110
CSA - All switches are CSA certified up to 600 VAC
Enclosures
The transfer switch and PowerCommand controlare mounted in a singledoor enclosure.
. Key locking cabinet, UL listed
. lnterface panels
. Wire bend space complies with 1999 NEC.
Enclosure Dimensions - Transfer Switch in U.L.1 Enclosure
Transfer Switch Lug Capacities
All lugs accept copper or aluminum wire unless indicated otherwise.
Enclosure Dimensions - Transfer Switch in U.L.4 or 12 Enclosure
access is required to complete power
Amp Rating Cables Per Phase Size
40,70, 125 1 *12 AWG-AO
150.25 #6 AWG - 3OO MCM
260 1 #6 AWG - 4OO MCM
300,400 '|3/0 - 600 McM
300,400 2 30 - 2s0 McM
600 2 250 - 500 McM
800 - 1000 4 250 - 500 MCM
1200 4 #2 AWG to 600 MCM
1600,2000 B #2 AWG to 600 MCM (luos ootional)
3000 B #2 AWG 600 MCM (luqs ootional)
Caution: Do not run control wiring through power cable conduit or raceway.
file:/lC:\CWc-DlR\CoolV{TMl\Commercial\Transfer_switches\OTPC\OTPC.hkn 0610712000
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Transfer Switches
Current Ratings
Page 6 of8
UL Withstand and Closing Ratings"
When protected by circuit breakers or luses of the sizes and types listed below, the withstand and
closing ratings are stated in RMS symmetrical amperes.
' Reler to Onan Publication R-1O29 for a complete listing ol Ratings and Breaker selections." Ratings vary with fueaker type. Refer to Onan Publication R-l029 for a complete listing.
I submittat Detait
Automatic Transfer Switch Options
I 5O46 40Amps
I SO47 7OAmps
I SO48 125Amps
I SO49 150Amps
SGSO 225Amps
5051 260Amps
5052 300Amps
S053 400Amps
5054 600Amps
5055 B00Amps
5O56 1000Amps
SO57 1200 tunps
S05B 1600Amps
SO59 200oAmps
306O 30@Amps
Options and Accessories
Controls
[] Co23 Switch Control - Level 1
1lC,o,24 Switch Control - Level 2
Control Options
[ ] M017 Security Key - Front Panel
[ ] M018 Display - Digital
[ ] M020 Communications - LonWorks Network
Communications Module
tlMO22. Monitoring - Load
t I M023 Module - Helay
Meters
t I DOO9 Digital Bar Graph Meters
Battery Chargers
[ ] K001 Battery Charger - 2 Amps, 12l24Volts
[ ] K002 Battery Charger - 10 Amps, 12 Votts
[ ] K0O3 Battery Charger - 10 Amps, 24 Volts
Auxiliary Relays - Relays are Ul-Listed and lactory installed.
All relays provide (2) normally open and (2) normally closed
isolated contacts rated 10A @ 600 VAC Relay terminals
accept (1) 18 Ga. to l2l 12Ga. wires per lerminal.
[] LlOt Aux. Relay - 24VOC Coil - lnstalled, not wired (for
customer use).
[ ] L102 Aux. Relay - Emergency Position - Flelay energized
when OTPC in Source 2 (Emergency) position
I I L10B Aux- Flelay - Normal Position - Relay energized when
OTPC in Source 1 (Normal) posiiion
Vohage (Line'Line) Ratings
[] R02o 120vofts(')
[ ] RO3B 't90 Volts
[ ] R021 208 Volts
t I Ro22 220 Volts
[ ] BO23 240 Volts
[ ] RO24 380 Volts
[ ] RO25 416 Volts
t I RO35 z+40 Volts
[ ] R026 480 Volts
FUSE PBOTECTION MCCB PROTECTION CLB PROTECNON
Transfer
Switch
Ampere
wcB e volts Max.
with Current
Limiting Fuses
Mar Fuse, Size and
TYPe
WCR @ Volls Max
with Specific
Manufacturers
MCCBs
Max
MCCB
Ratlng
With Specilic Curreni
Limltlng Breakers
(cLB)*
llax.
CLB
Ratlng
,t0 - 125 A 20o,0oo A (480
VAC)
20O A Class J, RKl,
RK5
14,000A (480 VAC)225p.2oo,ooo A (480 VAC)254
40-125A 200,000 A (600
VAC)
200 A Class J, RK1,
FIK5
14,000 A (600 VAC)225A.10o,0o0 A (600 vAc)2,54
1s0 - 260 A 20o,o0o A (480
VAC)
600 A Class J, RKl,
RK5
30,000 A (480 vAc)400 A 20o,0oo A (4r|0 vAc)400 A
15G260 A zru,(XruA(6u)
VAC}
1200 A Class L 30,ooo A (600 vAc)400 A 'r0o,0oo A (600 vAc)400 A
3rn - 6rx) A 20o,0oo A (480 vAc 1200 A Class L 6s,0oo A (480 vAc)1200 A 20O.fi)O A (,tBO VAC)1200 A
3(X) - tt[p A 20o,o0o A (600
vAc)
1200 A Class L 6s,0oo A (600 vAc)1200 A 10o,oo0 A (600 vAc)1200 A
EOo - 10(X) A 20O,O0O A (,180
VAC)
200O A Class L 6s,000 A (480 vAc)1400 A 1so,ooo A (480 vAC)1,1O0 A
800- 1000A 20o,o0o A (600
vAc)
2000 A Class L NA NA loo,ooo A (600 vAc)1,10O A
1200 A 20o,o0o A (480
vAc)
30O0 A CLass L 85,000 A (,180 VAC)1600 A 8s,0oo A (480 vAC)1600 A
1200 A 1so,ooo A (600
VAC}
300O A Class L 6s,ooo A (600 vAc)1600 A 65,000 A (600 VAC)1600 A
1600 - 2000 A 20o,0oo A (480
VACI
2500 A Chss L 100,000 A (,180
VAC)
4000 A 10O,0OO A (,1B0 VAC)4000 A
1600 - 2000 1so,000 A (600
VAC)
2500 A Class L 85,oOO A (600 VAC)4000 A 85,000 A (600 vAc)4000 A
3000 A 200,000 A (480
vAc)
,10O0 A Class L 100,000 A (480
vAc)
4000 A 100,000 A (4Bo vAc)4000 A
3000 A 1s0,00o A (600
VAC)
4000 A Class L 8s,000 A (600 vAc)4000 A 85,000 A (600 VAC)4000 A
fi le://C :\CWC-DIR\COoLWTML\Commercial\Transfer Switches\OTPC\OTPC.htm 0610712a00
t Transfer Switches
llAVzT 60OVotts
('): Une to Neutral Vohage (not available on 1200 - 30OO amp
switches)
Pole Configuratlon
I I AO28 Poles - 3 (Solid Nernra[
I I AO29 Poles - 4 (b-wt..tched Neutral - not available 40 - 125
amps)
Freguency
[ ] eO++ 60 Hertz
t I AO45 50 Herr
Appllcatlon
t I AO35 Appl - tftility to Genser
I I A036 Appl - t]tilityto Wity
I I AO37 Appl - Genset to censet
System Options
I I AO41 Single Phase, 2-wire or ]wire (not available I2O0-
3OO0 amps)
[ ] AM2 Three Phase, 3-wire or 4-wire
Enclosure
[ ] B0O1 Type 1: General purpose indoor (simitar to IEC type
tP30)
t ] BOO2 Type 3R: lntended lor outdoor use (dusproof and
rainproof) (Similar to IEC type tP34)
[ ] BO0O Type 4: lndoor or outdoor use (watertight) (Similar to
IEC type 1P65)
t I BOO4 Open Construction: No enclosure - includes Automatic
Transler Switch and Controls.
[ ] BO10 Type 12: lndoor use, dust-tight and drip-tight (simitar
to lEc type lP61)
Usting
I I A046 Listing - UL 1008/qSA Certiticarion
[ ] AOil Listing - NFPA 20 (not avaitabte 120G30OO amps)
Page 7 of8
[ ] L104 Aux. Relay - Genset start contacts
[ ] L2O1 Aur Rehy - 12 VDC C.oil lnstalled, notwired
Ill-20z Aux- Relay - Emergerrcy Position - Relay energized
when OTPC in Source 2 (Emergency) posfion
t ] t20O Aur Relay - Normal Position - Relay energized when
OTPC in Source 1 (Normal) position
Ill20/ Aux. Relay - GenSet Start Contacts
Applications Modules
[ ] MoB Terminal Blcck - 30 points (not wired)
[ ] M0O7 Load Shed - From Emergency - Drives OTPC in
neutral position when remote signal contact cbses
I I N002 Terminal Block - BaUery Cfurger Alarms
t I NOOB Terminal Lugs - Cable (1600 - 30OO amps only)
I I N00g Power Connect - Bus Stabs (150 - 1200 amp open
construction only)
Shipping Option
I I A051 Pac*ing - Export Box
[ ] N013 Extension Hamess
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Available Products and Services
A wide range of products and services .is available to match your power generation system
requirements. Cummins Onan products and services include:. Dieseland Spark-lgnited Generator Sets
. Transfer Switches
. Bypass Switches
. Parallel Load Transfer Equipment
. Digital Paralleling Switchgear
. PowerCommand Network and Software
. Distributor Application Support
. Planned Maintenance Agreements
Warranty
Allcomponents and subsystems are covered by an express, limited one-year warranty. Extended
lactory warranties and localdistributor maintenance agreements are alsoavailable-
I
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Transfer Switches Page 8 of 8
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I Onan and PowerC.ommand are registered tademarks ol Onan Corporation.
I hPortant: Back eed to a utility system can caus€ electrocution andor property damage. Do no connect to any building's
electical system except through an approved device or after building main switch is open.
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See your distributor for more information{ffiL
Onan Corporation
14(x)73rd Avenue N.E
Mlnneapolis, MN 58li}2
612.5t4.5(n0
Faxz61L574-529,8
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: lndustrial Business Group
I Worldwide Warranty
I Commercialflndustria!
J i Generator Sets and SYstems
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I Limited warranty
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t Base Coverage
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Coverage Period
This is a limited warranty vJhici applies to all Onan@and
Cummins @ brand lndustrial generator ssts and associated
switches, switchgear, and accessories (hereafler referred to
as "Products'.) Prodrcts will be tree lrom defecls in material
and workmanship for a period ol one year from the date of
initial start--op ol the Producl ln lhe caso of units used lor
rental or demonstration Purposes, the one year
coverage period begins on the date lhe unit is ,irst used
for sucfr rental or demonstrafron purposes- This
warranty is extend€d to all subsequenl owners ol the
unit durirg ths corerage Period.
Repair or replacement parts are warranted ror ninety (90)
days honr date ol purchase, exduding labor and travel
expenses.
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Onan's Responsi bil ities
Onan's liability and owneCs sole remedy are limited to the
repair or replacement, at Onan's option, ol the Product or
pails that do not conform to this warranty.
ln accordance with Onan's Wananty Administration policies'
Onan will pay for the Parts and labor reguired to repair the
unit ard, when necessary, reasonable labor expenses
associald with the removal and reinstallation of the Product
if such work is done by an authodzed Cummins/Onan
Distributor or designated service representative-
ln ac@rdanco with Onan's Watranty Admhistration
polldes, Onan win pay limited travel expenses'when
necessary to make orr-site repairs. See yolr Distributor
for detaib.
The cost of mainlenancs hems such as oil filter dements'
belts, and hoses rvill bg paid tor by Onan when sudl iterns
are not reusable becatrse ol lhe warrantabb failure.
'EXGLUDES rnoule aPPlicafons.
-Travet for TG}IAA series indr.dhg transfer switcfi is
limited to 2-'tl2 hous lravol timo and 10O miles round
lriP.
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Owner's Responsibitities
The owner is obligated to inslall, oPerale and maintain the
Product in accordarrce with lhe recommendations p.tblished
by Onan, ancluding, without limitation, operating wiftin porver
ratirg designation sel out in Power Raling seclion, below-
The owner is responsible lor the costs associated with such
rnaintenarrce and any adiustments which may be required-
Prior to expiration of the applicable warranty and within 3O
days after discovery of the wanantable failure, the o\uner
must notify an authorized CumminVOnan Distributor or
designated repair lacility of any warrantable lailure and have
the repair or replacement made by such facility.
lnstallation inspection and initial start-up ol
CommerciaHndustrial genset or power systems rnusl be
conducted by an authorized Cummins/Onan distribulor, or
designated representative.
The owner is responsible for payment ol any of the
following expenses that might be irrcuned as a result ol a
failure under the lerms of th'ls wanantF
t- Renral equipment used to replace the equipment
being repaired, other downtime expenses, and all
business clsts and losses.
2- Telephone, communicatim, lMng and travel expenses
incuned by the owner.
3. The premium cqsts for overtime labor requested by
the owner.
4- The cost ol air lreight or other extraordinary expenses
for shipment of parts over and above premium surlace
transportation.
5. Any other consequenlial or incidental amounts-
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Power Ratings
Onan generator sets must be applled wlthln the lollowlng
raUng deslgnations:
Standby Power Rating
The standby power rating is applicable for supplying
emergency power for the duradon of normal power
interruption.
No sustained overload capability is available tor lhis rating.
This rating is applicable to installations served by a reliable
normal utility source- This rating b only applicable to
variable loads with an average load lactor of 8O% ol the
standby raling for a maximum ol 200 hours ol operation per
year- ln inslallations served by unreliable ulil'tty sources
(where qrtages last longer or occur more frequently), where
operation is likely to exceed 20O hours per year, the prime
power rating should be applied. The standby rating ls only
applicable lor emergenry and standby applications where
the generalor set serves as the back-up to the normal utility
sour@- No sustained utility parallel operation is permitted
wilh this raling. For applications requiring sustained utility
parallel operation, the prime power or base load rating must
be utilized.
Prime Power Rating
The prlme por'Yer ratlng ls appllcable lor supplylng
eteciric power in lieu ol commerclally purchased
power as set out below-
Ths number ol allowable oper:rting hours per year is
unlimited lor variable load applications but is limited for
conslant load applications as described below:
Unlimited Running Time Power
Prime power is available lor an unlimited number ol
annual operating hours in variable load applications'
Applications requiring any utility parallel operation at
constant lcad are subiect to running lime limitations. ln
variable toad applicatirns, the average load factor
should not exceed 7Vh ol the prime power rating' A
1(P/o overload capability is available lor a period ol one
hour within a twelve hour period ol operation, but not to
exceed 25 hours per year. The operating time at or
above the Prirne Power Rating must not exceed 50O
hours Per year.
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Umlted Runnlng Tlme Prime Power
Prime power is available lor a limited number of annual
operating hours in constant load applimlions strch as
intemrptible, load ctrtailment, peak shaving and other
applica$ons that nornnlly involve dility parallel
operation- Generator sets may operate in parallel with
trs utihty sourca up to 75O hours Per year at power leveb
not to exceed the Prime Power Rating. Any applicafion
requiring more than 75O hours of operalion per year at
the Prime Power Rating should tse the Base Load
Power Rating.
Base Load Power Ratlng
The base load power radng ls appllcable tor supplylng
power continuously to a load up to lfi)% of the baso
ratlng for unllmited houtt.
No sustained overload capability is avaitable at this ratirlg-
This rating is applicabl€ lor utility base load operalion. ln
these applbations, generalor sets ate operated in parallel
with a utility source and run under constant loads lor
extended periods ol time.
Note: ln determining avorage load faclor, loads ol less
tran 30% are considered as 3O96 and time et standstill is
not counted.I
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Limitations
Onan is not responsible lor the repair or replacement ol
units required because of normal wear, accidenl, misuse,
abuse, imprcper installation, lack ol maintenancs,
unauthorized modifications, improPer storage, negligence,
improper or contaminated fuel, or use ol parts that do not
meet Onan specifications
NOHMALWEAR:
This warranty will not cover repair where normal use has
exhausted the lile of a part or prodtrct All mechanical
devices need periodic parts replacement and seMce to
perlonn well.
It should be remembered thal the service life of any
product is dependent on the care il receives and the
conditions under which it has to operats. Coolant heaters
will be covered lor a period ol one year lrom date of
start-up- This warranty shall not appty to starting batteries-
THERE IS NO OTHER EXPRESS WABMNTY, AND NO
PERSON IS AUTHOBIZED TO GIVE ANY OTHER
WARRANTIES OB TO ASSUME ANY OTHER
LIABLMES ON ONAN'S BEHALF UNLESS MADE OR
ASSUMED tN WRITING BY AN OFFICER OF ONAN.
IMPUED WARRANT1ES INCLUDING
MEHCHANTABILITY AND FITNESS FOR A
PARTICULAR PURPOSE ABE UMITED TO THE
PEBIODS OF @VERAGE SET FORTH ABOVE, AND
TO THE EXTENT PEBMITTED BY LAW' ANY AND ALL
IMPLIED WARRANNES ARE EXCLUDED. IN NO
EVENT IS ONAN LIABLE FOR INCIDENTALOR
CONSEOT'ENTIAL DAMAGES.
This wananty gives the owner specilic legal rights. The
owner may also have other r!1hts which vary deperding on
local laws. ln sorne areas, bcal laws do not allow
limitations on hov long an imflied warranty lasG or do not
allnw the exclusion of incidental or conseqrrential damages'
so the above limitations may not apply to yo{r.
I Extended Coverage
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Features
Ss\reral levds o[ Extended Coveragre at€ available on
lndustrial Products."Comprehersive, Basic, Maior
Components, Prime Pdver and tltility Load Management.
Major components, Prlme Power and t ltility Load
Management.
Extgnd€d Coverage prograrYts are available only in the
United Slates and Canada. Onan provides btal sastom
component coverage. There are NO deductibles applled tio
theso programs.
*EXCLUDES TGHAA series including transrer switch-
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Coverage Period
Ernergency Standby Applications: Both Comprehensive
and Basic Extended Coverage are available for
gensetsy'systems used exclusively lor emergency standby
applications, for 5 years or 1500 hours, whhhever @curs
first, lrom date of inilial start-up. Comprehensive coverage
is also available Ior 2 years or 15OO hours, wh'tchever
occurs lirst from initial system start-up. Major Componenl
Exlended Coverage is also available for diesel
geRsetslsystems rated at 200 kW/6O Hz and above, for 1O
years or 3OOO hours, whichever occurs lirst, from date of
initial start-up. See your Distribulor lor details-
Prime Power Applications: Extended Coverage is
available for diesel gensets used in prime power
applications, tor 2 years or 60OO hours, whichever occurs
first, from date of initial start-up- See your Distributor lor
details.
Utility Load Management Applications: Both
Comprehensive and Basic Extended Coverage are
available for diesel gensets/systems rated at 20O kW
6O Hz and above used exclusively in Utility Load
Management Applications, for 5 years or 40OO hours'
whichever occurs first, from the date of initial system
start-up. Cornprehensive @verag€ is also available lor 2
years or 15OO hours, whichever occurs lirst from initial
system start-up- See your Dbtributor tor details-
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Onan's Responsibilities
Comprehensive Extended Coverage incorporates lhe
identical lealures contained in the Base Wananty, subject to
the above coverage period limitalions,
Basic Extended Coverage provides only replacement parts
as specified under the Base Wananty. Labor to
remove/replace the lailed warrafitable part is covered as
specified in the Base Warranty for 2 years lrom date of
initial starl-up-
Major Gomponents Extended Coverage incorporates the
identical fealures contained in Basic Extended Coverage up
lo year 5 or 1500 hours. ln years 6 through 10, or hours
beyond 'ISOO up to 3000, Major Components Extended
Coverage provides only replacement parts lor the lollowing
major components: Engine - rylinder block, camshaft,
crankshaft, connecting rods, and flywheel; Ahemator-
main rolor, main stator, and drive disk; Transler Switctt -
acluator motor and main contacts; and Switcfigear -
buswork and main circuit breaker.
Prime Power Extended Coverage provides replacement
parts and laborto removey'replace the lailed warrantaHe
part as specified in the Base Wananty-
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Owner's Responsibilities
Under Comprehensive Extended Coverage owner
responsibililies are identical to those noted under the Base
Warranty.
Under Basic Extended Coverage the owner is responsible
Ior all expenses beyond the Base Warranty period except
the cost ol the failed warrantable part and th€ labor to
removey'replace such failed part through the second year,
as specilied in the Base Wananty.
Under Major Components Extended Coverage the owner
responsibilities are identical to those listed under Basic
Extended Coverage up to year 5 or 1500 hours, whichever
occurs first. ln years 6 through 10 or hours exceeding
15fi), up to 3OOO, the owner is responsible for all expenses
except lhe cost ol the lailed warrantable maior component
as specified under Onan's Responsibililies.
Under Prime Power Extended Coverage the owner is
responsible for all expenses beyond the Base Warranty
period except lhe cost of the failed wanantable part and
the labor to removey'replace sucfi failed part as specified in
the Base Wananty.
For all Extended Coverage programs, the owner is
responsible for providing written documentatbn showing
thai the product has been maintained in accordance wilh
Onan's pubtished recommendalions.
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Limitations
Extended Coverage options for Standby Applications apply
only to Cumminsy'Onan brand gensets and systems used
exclusively in emergency standby power applications. 10
year Extended Coverage applies only to Cummins/Onan
brand diesel gensets rated 20O kW6O l-tz and above.
Extended Coverage options for Utility Load Management
Applications apply only to CumminVOnan brand diesel
gensets and systems rated at 20O kW6O Hz and above
used exclusively in Utility Load Management &,plications.
2 year Prime Power Extended Coverage applies only to
CumminVOnan brand diesel gensets and packages,
including sel mounted controls-
Onan Corporation
ltt(Xl rcrd Avenue N. E-
lllnneapolls" MN 554i12
6125r+5(m0
Telex:275477
Far: 612-574-8087
Gensets/systems must be registered within the Base
Warranty perlod- See your Cummlns/Onan dlstrlbutor
for detalls.
1O year Maior Components, 2 year Prime Pourer and a[
Lltility Load Management Extended Coverage programs
are available only in the United States and Canada.
ALL LIM]TATIONS OF BASE WARRANry ALSO APPLY
TO EXTENDED COVEBAGE.
I @rintedhusA Bulletin 482001-E 3/97
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ATTACHMENT E
. DESIGN CALCULATIONS
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"roi".. Jo[ Xs. fucrc,Zt OX
ey trPf Dare --- Ck,d by Dare_
Subject page & of__a__
Englewood, CO
14 lnvemess Drive East Suite &144. Engleuood, CO g0112
(303) 92il544 phone . (ffi)S2S{542 fax
Glenwood Springs, CO
923 Cooper Ave. . Glenwood Springs, C0 g1601
{970) S45.3676 nfrne. /Q701 Q/i?(iE fev
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GARFIELD COUNTY, COLORADO
IRONBRIDGE P.U.D.
SANITARYSEWER
LIFTSTATION #2
HIGH COUNTRY ENGINEERING, INC.
l4 |NVERNESS DntVE EAST, STE F.t20, ENGLEWOOD, CO 80 I I 2
PHONE (eO3) 9a60sa4 FAX (303) 9250547
I5I 7 ELAI(E AVENUE, sTE IOI. GLENWOOD sPRINCs. CO AI60!
PHONE (97O) 9a5€376 FAX O7O) 962555M.HGN6,COM
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14' The proposed lift station or mtcrc€ptor sewer, n&en_fully developed, will increase the loadiqg of thetueament plant to 14 % ofhydraulic ard' 14 yoof organic capacity and Rosring Fork water & SanitationDistrictagrees to trsdrtris waste$ate12 X y; No
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15' The final owner of fris Lifr station ufio has 4greed to acccpt rwponsibilry fur operatios andmaint€narrce fq &e life ofthe frcility is: ry -D vvs
Roarine Fort Water & Saoitdion District
B' rf the frcitity will bc- Iocrtcd on o-r edjrcent to e sitc thrt is owned or mrneged by e federel or strtergucy' send thc rgQcxrt copy of tLfo epplicetion for the rgencyls ncvicw end reoommcndrffon.
C. Rccommendrtiou of governmcntd tuthoritkx:
The applicarion shall $s forwtrded to the plenning ageircy ofthe city, tow4 or couty in whosejudsdictiotr(s) fre lift stati<m ad/or intercepor sewei is to ue lf{d The appricant shelt s!5i&from the appropriafe planning 4geircy iug.i"iol, a satemen(s) of consisteircy of the proposalwith the local comprehensi"Jpdn(si rs m"y ot"t" to *rt"r qir"rity (subjecr to the pmvisions of22.3(6)-
The application shall be forwardedto the wder quatity planning ageircy(agencies) for the area inuihich fto frcilitics are ro be **m"t"a *a rorih" aid t" b";;;--i, those faclities. Theffi*;1**:.*;_Tryrl* ;r";,toeE;;y tae;"t*;l a staremeut(s) orconsistenryorft eproposarwithilv;;dffifi ild'-x#;:fi prau(s).
Ifyouhave any fiulhercommenb or questions,call (303) 6Y)-3500.
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I ccrtify that I em frmilhr with tle rcquirements of the.site tReguletions for Domcstic lVestewrtcr trerLcnt Worksr, endrfth the rrguletions. An cngincering *p"",, #;;ifr;r;lis cnclccd.
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