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HomeMy WebLinkAboutRSR Lower Aspen Bluffs Cluster - 194122100016INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2112-01 BP NO. OWNER: VAIL RESORTS DEVELOPMENT COMPANY PHONE: 970-845-2528 MAILING ADDRESS: P.O. BOX 959 AVON CO 81620 APPLICANT: THOMAS J. KALLEN 3ACH PHONE: 406-586-2289 SYSTEM LOCATION:LOWER ASPEN BLUFFS LOTS 9-15 RED SKY RANCH WOLCOTT TAX PARCEL NO. 1 1941-221-00-016 LICENSED INSTALLER: VAIL RESORTS DEVELOPMENT JAMIE PAPAS LICENSE NO. 17-01 PHONE: 970-845-2528 DESIGN ENGINEER: FLUIDYNE ENGINEERING THOMAS KALLENBACH PHONE NO. 406-586-2289 INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR LOTS #9, 10, 11, 12, 13, 14, 15 3,500 GALLON LEACH FIELD DOSING TANK 4,340 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 140 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN DATED APRIL 5 2001 SPECIAL REQUIREMENTS: THIS PERMIT ALLOWS THE INSTALLATION OF THE LEACH FIELD DOSING TANK THE ABSORPTION FIELD AND STUB OUTS FOR LOTS 9-15 .INSTALL EXACTLY AS SPECIFIED ON FLUIDYNE ENGINEERING'S PLANS SIGNED AND DATED BY THE ENGINEER ON APRIL 5 2001. MAINTAIN ALL APPLICABLE ISDS SET BACKS AND DO NOT INSTALL IN WET WEATHER. INDIVIDUAL LOTS WILL REQUIRE SEPARATE PERMITS IN ORDER TO CONNECT TO THIS SYSTEM THE LOTS EACH WILL HAVE THEIR OWN 1500 GALLON SEPTIC TANK 1000 GALLON DOSING TANK AND D-NITE UNIT. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. ANY CHANGES IN THE DESIGN MUST BE APPROVED BY THIS DEPARTMENT BEFORE IMPLEMENTATION. PROVIDE AS -BUILT DRAWINGS OF THE INSTALLATION AFTER THE SYSTEM IS COMPLETE. ENVIRONMENTAL HEALTH APPROVAL: RAYMOND P. MERRY DATE: AUGUST 14 2001 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL . SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 4340 SQUARE FEET VIA 140 INFILTRATOR UNITS AS PER DESIGN. INSTALLED 3500 GALLON DOSING TANK. COMMENTS: THE ENGINEER'S FINAL CERTIFICATION WAS RECEIVED ON JUNE 6 2003, AS -BUILT DRAWING WAS REQUESTED AT THAT TIME AND INSTALLER INDICATED WITH A LETTER THAT THE SYSTEM WAS STAKED OUT PER ENGINEER'S COORDINATES AND INSTALLED EXACTLY AS ON THE PLANS. THIS DRAIN FIELD SERVES LOTS 9 THROUGH 15 OF THE RED SKY RANCH SUBDIVISION KNOWN AS LOWER ASPEN BLUFFS. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN-WORKIS- OMP___.__ ENVIRONMENTAL HEALTH APPROVAL /' �� — ' DATE: MAY 11 2004 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2112-01 BP NO. OWNER: VAIL RESORTS DEVELOPMENT COMPANY PHONE: 970-845-2528 MAILING ADDRESS: P.O. BOX 959, AVON, CO 81620 APPLICANT: THOMAS J. KALLENBACH PHONE: 406-586-2289 SYSTEM LOCATION: LOWER ASPEN BLUFFS, LOTS 9-15, RED SKY RANCH, WOLCOTT, CO TAX PARCEL NO. 1941-221-00-016 LICENSED INSTALLER: VAIL RESORTS DEVELOPMENT COMPANY, JAMIE PAPAS LICENSE NO. 17-01 PHONE: 970-845-2528 DESIGN ENGINEER: FLUIDYNE ENGINEERING, THOMAS KALLENBACH PHONE NO. 406-586-2289 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR LOTS #9, 10,11, 12, 13, 14,15 3,500 GALLON LEACH FIELD DOSING TANK 4,340 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 140 INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN DATED APRIL 5 2001 SPECIAL REQUIREMENTS: THIS PERMIT ALLOWS THE INSTALLATION OF THE LEACH FIELD DOSING TANK, THE ABSORPTION FIELD AND STUB OUTS FOR LOTS 9-15 .INSTALL EXACTLY AS SPECIFIED ON FLUIDYNE ENGINEERING'S PLANS SIGNED AND DATED BY THE ENGINEER ON APRIL 5, 2001. MAINTAIN ALL APPLICABLE ISDS SET BACKS, AND DO NOT INSTALL IN WET WEATHER. INDIVIDUAL LOTS WILL REQUIRE SEPARATE PER- MITS IN ORDER TO CONNECT TO THIS SYSTEM. THE LOTS EACH WILL HAVE THEIR OWN 1500 GALLON SEPTIC TANK, 1000 GALLON DOSING TANK AND D-NITE UNIT. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. ANY CHANGES IN THE DESIGN MUST BE APPROVED BY THIS DEPARTMENT BEFORE IMPLEMENTATION. PROVIDE AS -BUILT DRAWINGS OF THE INSTALLATION AFTER THE SYSTEM IS COMPLETE. ENVIRONMENTAL HEALTH APPROVAL: DATE: AUGUST 14 2001 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF T)fE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET (VIA ) INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET INCHES FROM COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: (Sate Man JWST be attachad) '�" • Building Flt2'l it j:. d's,'9'Ld•iwdOl�.i+Vll YV6L ..�Ld �i�n�.i ii�t®�iiNii� �Vy.Y7i(y • »: 11�ii�'• .. � • 0. Box %79 r . 81631 Eagle (970) 3Z8-8733# Paz (970) 3Z8-0349, ES Jebel (370) 9Z7-38Z3 •• :�` , *�,�w�***�,a.r-a,���v**s-►**�w,a►�rs�►,r�ra#�►�r*fr**r,r-r��,f##�►****�r#****�i��►�►�►�►�►*:.�,rr ."��- C*= K I PERM= A;PLCA.:CX $15C00 * . R S2:'E L TIOI4 Fw $Z d 0 4 C �► . * 3TT3 VI3iT/TA1'ION F8S $85.00 i,---- * R3=M3MC=CN FEE $47.0 0 # * MR= ALL RMC '= 91 QB.'. M4F. TO: 032daME Gcamu;, T3T, g tr2 it t .T. CPjR' ''..r C7Th"�7��; Vail Resorts Ilevelonment Company 1NM=--."LTG Ay''=5: E.Q. Box 959, Avon, CO. 81620 845-2528 Thomas J. K 11 _rbarh _ P.E. P= �i7?; 406-586-2289 c � Par�ti=:C:IR : 9 70-8 t, 5- 25 28 ICTV' _Tami a a Vail Resorts, Inc. Ar'.P�eS; P.O. Box 959, Avon, CO 81620 RUCT A=. _ ICM Z2CN IS .cC.a N—=A NS^ ',r. I CN ( ) ALTIR_=.�Z LC` --' CN CF P:c,CPCS= c� L�C-c-_ST .� V a cr—r.i; V =aSC:=4=t==• Red Sky Ranch Subdivision S22, T4S, R83W Tax Pa=--sl Iti'`t:mber: 1941221-00016 Lot Size: Phys-4Car. ,Add."es$: ? mi l ac „r Rol l::a.c`ha R^"a HLiu7I1TG 2^?_E ((=;ecc a=licable cat_S=y) al/Sf.. le Family Vtmbe_ o� Eed�--..cazs (X) Resideti3/MYzlti •Family* Number of Bed—cros Ccrrmercial / L:dusirrial * Type '*These systems =Tune desigm by a Registered P Iess TYFE OP W.A,?' SUPPLY: ( ck applicable catege;-y) �`� J.44� i) Well Public P N 1i P - ,fit. y•`. APPLICANT S:rM TUF�E: � � ��. ��a,Y,�s�r�Yirw.Y.ti�,Y,�,�,i►��n����r,4,��►�►,b,M�.Mari►,M�'at,Y�►'r,r,Y,►,►,�,4,�#�ir+,b�r,Y •:,�'��ii ddir►i* ,1 i'f•�,, AMC= PAID : REC81PT DATE • j '• - COCK CASHIER: •O_••,•_ . I I M Ir .•. II r11r.N1♦ � \. r• I � .�rwr.. �..M.�'r.I rl 1.•l�•_1.�.�_ r_.n•I�M�_i' . _. �12•d L86'ON 00 14-IAX :IW53U 1X'dA1'�."IF r0 .1iQ'A 'Nf'LC y..-1 11 -.. ; l i. � 1 11. 1 1., _ i d h I u l• 011 1. , • I , � l I .•,rY.l�hh1 }'MY'�M.�wvrrar •.wMl rdd !"h��r1•S•.. l � PI I�Nw4.1� . .. . t . „ 1 ' ,,+ . � � • � r � I . � . w r r .. � r . .14 . .... ..�. .._.. • � _ !�'! 'ln:�t{'fY�Cd:. � t3WlV1!%'UI r1 . .. '1 _ . . Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO Date: August 14, 2001 TO: Vail Resorts Development, Jamie Pappas FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Permit No.2112-01. Tax Parcel # 1941-221-00-016. Property Location: the Lower Aspen Bluffs, Lots #9 through 15, Red Sky Ranch, Wolcott, CO., Vail Resorts Development property. Enclosed is your ISDS Permit No. 2112-01. You will also receive a copy of the field set of plans with a copy of the permit affixed to the front, from the design engineer. It is valid for 120 days, or for the duration of your current building permit for this property. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this department. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County Environmental Health must also view the installation prior to back filling. Please call well in advance for your final inspection. Your TCO will not be issued until our office receives this certification from the engineer, and views the installation. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Fluidyne Engineering, Thomas Kallenbach DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328-8755 FAX:(970) 328-8788 TOLL FREE:800-225-6136 www.eaglecounty.us May 11, 2004 Jamie Pappas Vail Resorts Development P.O. Box 959 Avon, CO 81620 EAGLE COUNTY RAYMOND P. MERRY, REHS Director RE: Final of ISDS Permit #2112-01, Tax Parcel #1941-221-00-016. Property location: Red Sky Ranch, Lower Aspen Bluffs Cluster System for lots 9 through 15, Wolcott, CO. Dear Mr. Pappas: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Eagle County Environmental Health Department ENCL: Educational Brochure Final ISDS Permit cc: files, May 2004 Chrono file 500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 IF L U 1 D Y N E Scientists Engineers Inventors June 6, 2003 Eagle County Environmental Health Department Ray Merry, Director 500 Broadway P.O. Box 179 Eagle, CO 81631 Subject: Red Sky Ranch Lower Aspen Bluff Certification of Completion Dear Ray: Please accept this letter as confirmation of completion of the components serving the Red Sky Ranch Lower Aspen Bluff clustered system. Vail Resorts Development Co engineer Jamie Pappas, P.E, has tested the system. The certification process involved a leak test on the septic and dose tanks and a squirt test on the drain field (see enclosed). The inspection reveals the functionality of the system and its ability to support the treatment of wastewater. This letter serves as a certification of the system, that it is operative to provide wastewater treatment and that it was built in accordance with the plans. Please call with any questions. Respectfully, Adie Phillips for Thomas J Kallenbach, P. E. Cc: Jamie Pappas ZOO [a [C099 -ON qOf-] eg:fT IIHI COOZ/20/90 V A I L R E S 0 R T s D E V E L 0 P M E N T C 0 M P A N Y June 5, 2003 Justin Buchanan Fluidyne 25 N. Willson Ave. Suite F Bozeman, MT 59715 Fax: 406-586-2335 Dear Justin: As you are aware we have completed the necessary testing requirements for the Aspen Bluff Clustered Drainfield and dose tank, Red Sky Ranch. I have completed the testing requirements as instructed by Fluidnye Inc. The water -tightness test and pressure squirt test were completed as discussed below. Septic/Dose Tank Water Tightness Test A water tightness test was conducted over a 24 hour time period, from May 14 — May 15, 2003. There was no measurable drop in water level. Thus indicating no measurable leak in the Septic/Dose Tank, Squirt Test On the morning of May 16, 2003 1 verified the equal pressure distribution of each of the ten-drainfield laterals for this system. Each lateral squirted to a height between 4 and 6 feet above the manifold level. Please feel free to call mr, during the day if I can provide you with any Rather inlror-niation. Thank you, Vail Resorts Development Company xh Jamie Pappas, Project Manager PAIL RrxartTe Vail Resorts DevelopmonL Company - 137 Beinchmark Rond - Po9L Offiee Box 959 = Avon, Colorado $1620-0959 * (970) 845-2535 - Lx (970) 6415.2555 - www.wdo-com Vail - Breckenridge - KcystoneQl - Beaver GwekO Barhalor Gulch® # AiralirhmidO - Red Sky Ranch"' 217 * r4 Anq I ON I H9WHOI'WG WH9T :2 Ennp *S , wn r T -39Ud Hl-1U3H ON3 AiNnOD 3-19U3:GI WdO2:2-T NOW 20023-02-iDO V A 1 L R F S 0 R T s D F v �-r 1� C 10 It, I E N T C.- 0 rNAI P A INI Y October 20, 2003 Ray Merry Eagle Cotmty Department of Environmental Health PO Box 850 Eagle, CO 81631 Re: As-Builts For: Lower Aspen bluff, Lot 95 and Training Facility Dear Mr. Merry As you requested I am writing this letter to confirm the "As -Built locations" of the Lower Aspen Bluff clustered system, Lot 9, and the Training Facility, Prior to construction these systems were staked by Eagle Valley Surveying per coordinates given by Fluidyne Engineering Inc, and then installed per the surveyed stakes, Thus, the permitted plan sets in your office can be used for "As -Built" information for these systems. Please call me during the day at 845-2528 if you would like any ftuther information regarding these systems. Sincerely Vail Resorts Development Company cc: Bill Kennedy Aarnie'Pappas Project Manager VAIL 9EMUnTIV Vail Mom Development Company - 137 Benclunark Road - P09t Mice Box 959 • Avon, Colorado 816204%9 - (970) 845.29535 - LK (070) 945-2555 - www.vrdc.Coni Yd-J - Brtekimridge - KeyatoneO * Beaver Cmek" • Bachelor GulchO - ArroNybeadl - Red Sky Ranch" 06/06/2003 FRI 12:25 FAX 406 586 2335 fluidyne 444 RAY NERRY 002 F L U I D Y N E Scientists Engineers - Inventors June 6, 2003 Eagle County Environmental Health Department Ray Merry, Director 500 Broadway P.O. Box 179 Eagle, CO 81631 Subject: Red Sky Ranch Lower Aspen Bluff Certification of Completion Dear Ray: Please accept this letter as confirmation of completion of the components serving the Red Sky Ranch Lower Aspen Bluff clustered system. Vail Resorts Development Co engineer Jamie Pappas, P.E, has tested the system. The certification process involved a leak test on the septic and dose tanks and a squirt test on the drain field (see enclosed). The inspection reveals the functionality of the system and its ability to support the treatment of wastewater. This letter serves as a certification of the system, that it is operative to provide wastewater treatment and that it was built in accordance with the plans. Please call with any questions. Respectfully, Adib Phillips for Thomas J Kallenbach, P. E. Cc: Jamie Pappas 06/06/2003 FRI 12:25 FAX 406 586 2335 fluidyne 444 RAY MERRY - ZOO E . I C 01RC -OBI SOr I - 99-K MU MZJ�0/90 - V A I L R E S 0 R T s D E V E L 0 P M E N T C 0 M R A N Y JM0 5, 2003 Jus& Buchanan Fluidyne 25 N. Willson Ave. Suite F Bozeman, NIT 59115 Fax: 406-586-2335 Dear Imfin: As you are aware we have, completed the -necessary tvstitg requirements for the Aspen Bluff Clustered 1)rainfield amd dose tm*,Red Sky Ranch, I have completed thQ testing requirements as instructed by Vlui&ye Inc. Thewater-68blnevs test and pressure squirt test were, completed as discussed below. Septic/Dose Tank Water Tightness Test A water tioatness test was conducted over a 24 hout time period, from May 14 — May 15, 2003. There- was no measuxable drop in water level, ThUS itdkating no measurable leak it the geptir,-/Dose Tank, Squirt Test Ott the Morning of M&y 16, 2003 I veritied the eqtW pressure distribution of each of the ten-drainfleld laterals for this system. Each lateral squirted to a height between 4 and 6 feet above the manifold level. Plea,se feel free to oall me dwing the dgky if I cEm provide you with atiy further information. Tbank you, Vail Resorts Mvc1upment Company amle Pappas, Project Manager V.tL. RZ.ORTW- VtU R,-,Barts Duclopmma Company - 187 Snn;hmark Raac - Post Offituti Box 9S9 a Avon, Cote mdo 31620-0959 e-)70) 945-2535 - fLL- (970) B415-2EL55 - WWWx6o-pom Vail - Bzeckaruidga - KnyaloncO - Beaver OmehO . Rwhalar Gulch� - ArruwhwatO - Roi Sky Rafteh" 717"'4 P2C I M1 I I WAq I -PM71K� lwnll I D Y N E Scientists Engineers Inventors June 20, 2001 Ray Merry, Director Environmental Health Office P.O. Box 179 Eagle, CO 81631 Dear Ray, Under cover of this letter, please find a site plan detailing lots and other facilities served by clustered wastewater treatment systems at Red Sky Ranch. For your reference, Lakeside Place Cluster serves Lots 55, 56, 57, 58, 59, 60 and a public restroom. Fazio Clubhouse Cluster serves the Clubhouse, Half -way House, Caretaker Residence and Lots 2, 4, 5, 6 and 7. The Lower Aspen Bluff Cluster serves Lots 9, 10, 11, 12, 13, 14, and 15. If you have any questions please call me. Sincerely, Thomas J. Kallenbach, P.E. C: Jamie Pappas Enclosures 0 O V) N F- O J to tD 0 0 0 0 N O cc ` ~ O J J N � N F-- O J � o w N J N ~ O O � N m ~ J J O o J N N ~ LO O LO O O o p _ oU rn F O O J of J C co� F- O � O v J 0 O 0 0 LO Tax #1941-221-00-016 JOB 14;kME— Lots 9-15, Red Sky Ranch VAIL JOB NO. Lower Aspen Bluffs RESORT DEV Wolcott 5R JOB LOCATION I , BILL TO DATE STARTED Xi� /o DATE COMPLETED DATE BILLED I W16 01 e— xelu C I 4&-4 /eS il xl— eA-S' 7 /�q ,,o A-e 1,1, ok 4 I'd V P V-k', I 19 1 f ?,+i al, 4 44 /,-5wo.X4 JOB COST SUMMARY 7 IL TOTAL SELLING PRICE OTAL MATERIAL TOTAL LABOR 4 INSURANCE A id-1 LE S TAX -4 A misc. COS"rs- CA A OTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE C> NET PROFIT JOB FOLDER Product 2M JOB FOLDER Printed In U.S.A. kVP SKY t2ANCH LOVVYW ASi-EN 01-Ur-r r JULY, 20QI \ r WASH WAS r-l", T ATMF,.., N f 5Y51T,,., M a RECEIVED JUN 18 ENVIRONMENTAL HEALTH DEPARTMENT TH15 5�f OF PLAN515 NOT FOIE COWFUCION UNL�55 pFOJ�Cf �WMF 3K ANP 51C4NATUT, 15 AfF19P &F1 ANn A MIP MPWIT 155TP 13Y NACU COUNTY MIFONWNTA, HM TH WAPTW NT,15 P05tP H�I� , P: DJ�Cl" NGIN�� 1"CMI -5 J, YELL [ OACI �, �, 1 PLAI\1-5 C-710 [-D UW P A sPIN 1�31,1,rF sl TI� MAN C-7 l wA51-1� WA r�� roll l Mil VVUAI, L- Dfs AV2 PPt�55UK,[� 5)�5 MW C-7.2 1205t� fANK AN12 t�AlFlt�L r t -?tI- ff-s T115 5�T O� PANS ANn 5P�CIFICAIION5 HAVE ftN K\ PAF\�n FOP, V� 51NC4LLAI? FUPT 05� OF WIC11N6 %61MF\,IN" P�TAIL5 F01\ TH� INPIVIRK WflC ANC PP\�55T� 5MPt FOF FTP 5KY r2AU H COMP, ATN [�LLFF- OTHW A5MCT5 O� TH� TMOICT FF,, MP HMIN AVM lt�N FP\,F \ P UMP\ THE PITON50L1 CH,g6� 0r OTH�P,5 5UPM11-1�w 1-0; rl� 051ON51, pUpPDs�,, P'� V1s�C1 [�;Y,= F IFY 1551 ; 04-08-01 CI IIW5�r: 07-16-01 PFAINFUP F�0CA110N - VAIN- TT50M FINAL PUBLIC IMPROVEMENT DRAWINGS FOR RED SKY RANCH ARE ACCEPTED BY THE EAGLE COUNTY ENGINEER AND THE EAGLE COUNTY BOARD OF COUNTY COMMISSIONERS. m ME �LD���U|[�`[N�l TYPICAL D—N\TE SYSTEM LAYOUT SOIL PIT CLEAN OUT 0 PERCOLATION TEST »«# WATER SUPPLY SYSTEM PROPOSED LARGE ELECTRIC VAULT UW1-35L E»| PROPOSED SMALL ELECTRIC VAULT UM—JUR ( PROPOSED ELECTRIC TRANSFORMER UM1-133 PROPOSED ELECTRIC SVNTCHGEAR UM1-35 EXISTING TELEPHONE PEDESTAL A PROPOSED TELEPHONE DLC PROPOSED CENTURYTEL TELEPHONE VAULT \��) PROPOSED VA TELEPHONE VAULT \Y«/ PROPOSED TELEPHONE HANDH0LE �~ PROPOSED ELECTRIC SERVICE STUB N� PROPOSED TELEPHONE SERVICE STUB A EXISTING OVERHEAD ELECTRIC ---=---M---=----M---=---EE--- PROPOSED BURIED ELECTRIC MAIN —PE —PE —PE —PE ---K—PE --- PROPOSED JOINT TRENCH ---PI`"IT PIT ---- PIT --- PIT --- PIT --- PROPOSED TELEPHONE FIBER OPTIC --'""---"°----°~---°°---="----°°--- [� PROPOSED GAS REGULATOR STATION mu PROPOSED 2^ GAS SERVICE STUB ----0 ^ mw na nm---'F�---"m----wm--' PROPOSED 4 GAS LINE --- ---- --- PROPOSED O^ GAS SERVICE ---mW---*a----Pft---*A---ma----M--- FINAL PUBLIC IMPROVEMENT DRAVANGS FOR RED SKY RANOi ARE ACCEPTED BY THE EAGLE COUNTY ENGINEER AND THE EAGLE COUNTY BOARD OF COUNTY COMMISSIONERS. \ \ JOHN tyA UK CGI 70 cp cp 1.9 ACRES 2LW0FkFr TO FENCE To TO PR A CA *10 029 ACRES SEW AROUND cr ACRE 14 .50 11 ZOO 7711 To m 7900 7860 co 7820 7785.00 3J D0 .+� 4" SAMPLE PORT 4"0 SCH 40 PVC TO SEPTIC TANK D-NM SYSTEM DETAILS FOR WASTEWATER COMPONENTS ON INDIVIDUAL LOTS Ze° DIA. LID —� THIS PLAN SHEET NOT A PORTION OF THE INITIAL SYSTEM INSTALLATION C D D � d D � . NITRIFICATION D 3" OF 1/2"-3/4" GRAVEL, GRADED LEVEL D-NrrE LUT PROVIDED BY FLUIDYNE Inc. INSTALLED BY 1 1/2"0 SCH 40 PVC ROVIDE BEDDING ACCORDING CONTRACTOR USA PATENT No. 5534147 & No. 5676828 FROM DOSE TANK. TO DETAIL B (THIS SHEET) D-NITE UNIT COMES COMPLETE AND READY TO INSTALL SLOPE TO DRAIN. CONTRACTOR TO MAKE CONNECTION TO 4" SEPTIC TANK RETURN LINE AND 1 1 /2" DOSE LINE. ALL OTHER PIPING SHOWN ON D-NITE UNIT IS PROVIDED BY FLUIDYNE Inc. 28" I.D. RISER GREEN FIBERGLASS, INSULATED, WO GALLON PRECAST CON( TE DUAL COWART EW SEPTIC TAW / LOCKING LID (TYP OF ALL LIDS) ,,,,., r INSULATE BOTTOM OF LIDS (TYP) d d 40 SCH 40 PVC RETURN LINE FROM D-NITE DRAIN INSTALL `.; TEE WITH 12" STUB DOWN 18" BELOW LIQUID LEVEL E OR CONCRETE BAFFLE — f 4"0 SCH 40 PVC FROM RESIDENCE SLOPE 1/4" PER FOOT d d'L d q 4 . A. d. q q A _ - d d q A C6.0 SCALE: 3/4"=1' 4"0 SCH. 40 PVC RETURN LINE TO SEPTIC TANK D-NITE UNIT RAW SEWAGE LINE FROM RESIDENCE 1500 GALLON PRECAST CONCRETE SEPTIC TANK C6.0 SCALE: 3 f 4"=1' SLOPE 1/4- PER FOOT �alvl I m 0., A 4"0 SCH 40 PVC ... 7pl v" 2" THICK EXTRUDED CLOSED CELL, 1 CIA, SU C `•i d vN 6 d' CONTRACTOR TO PROVIDE TANK BEDDING IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 1 1 /2"0 SCH. 40 PVC DOSE LINE FROM DOSE TANK GRUNDFOS KP 250 SUBMERSIBLE PUMP HYDROMATIC SHEF SUBMERSIBLE EFFLUENT PJMP (SEE DOSE PUMP-INDIVDUAL LOT NOTES) I� a 4' 1000 GALLON PRECAST CONCRETE DOSE TANK f o� FORCEMAIN TO PUMP STATION 1/2" - 3/4" GRAVEL FILL AROUND ENTIRE TANK 1 LB BOD5 f DAY ♦a S; ati� TER TIGHT i C i iiiiiG' iaAT. 9MAVAT pTiTi7 • • 1 DRILL • y • i ►TJiva aVARMi �4U12� UTO .a 1 1/2"0 SCH 40 PVC ELBOW TO D-NITE UNIT SLOPE TO DRAIN 1 1 /2"0 SCH 40 PVC HIGH WATER ALARM PRESSER WER ON PRFSSER aWER OFF D-NITE 0 a _ d' GRUNDFOS KP 250 SUBMERSIBLE EFFLUENT PUMP TO D-NITE UNIT INSTALL "PIGGY -BACK" FLOATS TO RECIRCULATION PUMP FOR LOW WATER CUT-OUT HYDROMATIC SHEF SUBMERSIBLE EFFLUENT PUMP TO PRESSURE SEWER (SEE DOSE PUMP -INDIVIDUAL LOT NO r-S) 10AT WITCH N C DETAIL C6.0 SCALE: ,:14"=1' NDN )UAL LOT NOTES - SEPTIC TANK: 1500 GALLON PRECAST CONCRETE SEPTIC TANK DOSE TANK: 1000 GALLON PRECAST CONCRETE DOSE TANK D-NITE UNIT: PROPRIETARY NITROGEN REMOVAL SYSTEM. SUPPLIED BY FLUIDYNE Inc_ USA PATENT No. 5534147 AND No. 5676828 DOSE PUMP: HYDROMATIC SHEF 50 SUBMERSIBLE EFFLUENT PUMP LOTS, 9, 10, 12, 14, 15 HYDROMATIC SHEF 100 SUBMERSIBLE EFFLUENT PUMP LOTS, 11 & 13 DOSE PUMP CONTROLS: SJE RHOMBUS SIMPLEX CONTROL PANEL MODEL No. 112, WITH AUDIBLE / VISUAL HIGH WATER ALARM RECIRCULATION PUMP: GRUNDFOS KP 250 SUBMERSIBLE EFFLUENT PUMP RECIRCULATION PUMP CONTROLS: SUPPLIED BY FLUIDYNE Inc. DRAINFIELD FLOAT ASSEMBLIES: 3 ANCHOR MINI -FLOATS, OR EQUIVALENT 1. PVC TO BE JOINED wf PRIMED SOLVENT/CEMENT WELD JOINTS. PRIMER MUST IMPART A SALIENT COLORATION TO THE COMPONENTS BEING CEMENTED. FITTINGS PRIMED w/ COLORLESS PRIMER WILL BE REJECTED BY THE ENGINEER AND REPLACED AT THE CONTRACTORS EXPENSE. 2. CONTRACTOR TO PRESSURE TEST SYSTEM IN PRESENCE OF THE ENGINEER. 3. SUBSTITUTIONS TO THE DESIGN ARE TO BE EVALUATED BY FLUIDYNE. 4. CONTRACTOR TO TEST SEPTIC TANK & DOSE TANK FOR WATERTIGHTNESS. ANY MEASURABLE WATER LOSS IN A 24 HR PERIOD WILL BE REJECTED. 5. SLOPE ALL PIPES TO DRAIN. SIDE VIEW OF PIPING ASSEMBLY - 1 1 /2" SCH 80 PVC _1 2"xl _1/ "x 1' SCH 80 TEE CHECK VALVE w/ UNION . 1 1 /2" SCH 80 PVC l 1 1/2" SCH 80 BALL VALVE 1"0 BALL VALVE FOR INSPECTING CHECK VALVE C6 1 1 /2" SCH. 80 PVC PIPE BEDDING MUST BE FREE OF LARGE ROCKS, SHARP ROCKS, TREE STUMPS, LOGS, & OTHER UNSUITABLE DEBRIS. MIN 2" PIPE BEDDING MATERIAL OVER INSULATION 4" THICK BY W" WIDE 25 psi EXTRUDED INSULATION BOARD (AASHTO SPEC POLYSTYRENE, M230-70) 8' LENGTH MINIMUM (IF PIPE DOSE NOT DRAIN TO BELOW FROST DEPTH) PIPE 4" CLEAN GRAVEL OR SAND 4" CLEAN GRAVEL OR SAND UNDISTURBED SOIL H DEtAL 1 1/2-0 (IPS) HDPE 160 psi SERVICE PVC SCH 80 BARBED FITTING W/ 2 STAINLESS STEEL HOSE CLAMPS 0' U NJ g UJI cc <t W ME Ld z -nh- A I v -- DRAMFELD NOTES DOSE TANK: 3500 GALLON PRECAST CONCRETE SEPTIC TANK FORCEMAIN: DRAINFIELD 1 APPROXIMATELY 70', OF 4"0 SCH 40 PVC PIPE. SLOPE TO DRAIN. DRAINFIELD 2 APPROXIMATELY 70', OF 4"0 SCH 40 PVC PIPE. SLOPE TO DRAIN. MANIFOLD: 3"0 SCH 40 PVC END MANIFOLD 40' IN LENGTH LATERALS: (10) 2"0 SCH 40 PVC 87.5' LONG PLACED ON 10' CENTERS CHAMBERS: (140) STANDARD INFILTERATOR CHAMBERS. 20 ENDCAPS ORIFICES: SUCHTHATORIFICESLBURRS ARE REMOVEDDRILLED WITHOUT DAMAGE TO THE ORIFIMANNER ORIFICES. H DRAINFIELD PUMP: GRUNDFOS SKHS 100 SEWER EJECTOR PUMP 1. PVC TO BE JOINED w/ PRIMED SOLVENT/CEMENT WELD JOINTS. PRIMER MUST IMPART A SALIENT COLORATION TO THE COMPONENTS BEING CEMENTED. FITTINGS PRIMED w/ COLORLESS PRIMER WILL BE REJECTED BY THE ENGINEER AND REPLACED AT THE CONTRACTORS EXPENSE. 2. ORIFICES SHALL BE DRILLED ON CROWN OF PIPE (12:00) EXCEPT EVERY 5TH ORIFICE WHICH SHALL BE DRILLED AT BOTTOM (6:00) FOR DRAINAGE. INSTALL SPLASH PLATE BELOW EACH ORIFICE DRILLED ON PIPE BOTTOM. 3. CONTRACTOR TO PRESSURE TEST SYSTEM IN PRESENCE OF THE ENGINEER. 4. TRENCH BOTTOMS ARE TO BE LEVEL. 5. SUBSTITUTIONS TO THE DESIGN ARE TO BE EVALUATED BY FLUIDYNE. 6. ALL FLUSHING VALVES MUST BE OPEN BEFORE THE DRAINFIELD IS PRESSURIZED FOR THE FIRST TIME SO THAT DEBRIS IS PURGED FROM THE PIPING NETWORK. 7. CONTRACTOR TO PUMP TANK FOR WATERTIGHTNESS. ANY MEASURABLE WATER LOSS IN A 24 HR PERIOD WILL BE REJECTED. 8. SLOPE ALL PIPES TO DRAIN. TYPICAL UIKQN PLATE ORIRCE PLACED INSIDE SCH 80 PVC UNION 1/8" TO 3/16" IN THICKNESS , ACCORDING TO UNION PLATE ORIFICE DRILLING SCHEDULE 4"0 SDR 17 HDPE 100 psi INLET INLET IN. 7845.16f KOR-N-SEAL BOOT (TYP) 4" HDPE TEE FUSION WELDED 2" THICK EXTRUDED CLOSED CELL, SUBGRADE INSULATION 0 C7.0 SCALE: 1 /2"=1' FRAME AND COVER TO BE EITHER CAIRD No. 52441, MCI 305 FRAME, 305A COVER, OR IFCO 722 FRAME, - 772-B COVER (OR EQUIVALENT). COVER SHALL BE BOLT DOWN AND HAVE TWO 1" PICK HOLES. (TYP) 2- PVC UNION SIDE VEW OF Mo GALLON PFECA9 DOSE TANK ROTATED FOR CLARITY O to 6 CONTRACTOR TO PROVIDE TANK BEDDING IN-� ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. DRANFELD SECTION 101, BOTTOM ELEV. 7857. 0:4 o&o Lam• 180" THREADED CAP APPROX.1" BELOW SURFACE TO BE MARKED WITH A PIECE OF #4 REBAR, FOR LOCATION W/ METAL DETECTOR, (REBAR IS APPROX. 2" BELOW FINISHED GRADE) 2" 0 SCH 40 THREADED CAP- 2"0 SCH 40 THREADED UNION 2"o SCH 40 45' BEND NZ (2) HnROMATIC SKHS 100 SEWAGE EJECTOR PUMP TO DRAINFfLD 230 V 3 PHASE 10" /�- #OCATION REBAR, w/ R N'IEILTRATOR WTALLATM / METAL DETECTOR �— 6-0 CIRCULAR VALVE BOX (ORBIT PART NO. 53021 OR EQUIVALENT) OVER / FLUSHING VALVE. USE 6" 0 PIPE TO _ EXTEND VALVE BOX FLUSH WITH FINISHED GRADE —2"O SCH 40 TEE -- 2" FLUSHING VALVE CLOSED DURING NORMAL \ OPERATION. SEE NOTE 7. 2"o SCH 40 PVC SLOTTED FLUSH LINE. SLOTS TO BE CUT 3/16" WIDE &% 4" O.C. ON BOTTOM INSTALL STANDARD INFILTRATOR' END PLATE. BORE 2" HOLE TO ALLOW PASSAGE OF FLUSHING LINE SPLASH PLATE UNDER -� LAST ORIFICE (SEE NOTE 2) DO NOT CAP END coNTRa PANE W/ 110 V OUTLET FOR LIGHTING AND HIGH WATER VOOLATION EQUIPMENT ALARM LIGHT 230 V 3 PHASE (2) SCH 80 CONDUIT. INSTALL VAPOR BARRIER IN CONDUIT (2) 4X4 TREATED POST SET TO A DEPTH `. OF 3' IN CONCRETE PIPE BEDDING MUST BE FREE OF LARGE z o C ROCKS, SHARP ROCKS, TREE STUMPS, LOGS, w''' "' I m t° &OTHER UNSUITABLE FORCEMAIN TRENCH DEfAL z " DEBRIS. w Q Z Lu Y Q MIN 2" PIPE BEDDING W w MATERIAL OVER PIPE BEDDING MUST it z o INSULATION m BE FREE OF LARGE a w I 4" THICK BY W" WIDE 25 psi o ROCKS, SHARP ROCKS, _ in 9Q EXTRUDED INSULATION BOARD UJ w z m Q TREE STUMPS, LOGS, a- j o u- I / (AASHTO SPEC I zo o) &OTHER UNSUITABLE � o / POLYSTYRENE, M230-70) 8' w Y Q o I DEBRIS. LENGTH MINIMUM (IF PIPE u, x DOSE NOT DRAIN TO BELOW w L'-I Ij IZ ` FROST DEPTH) > � o / 3-0 MAIN PIPE (nn o 0 0 �4" CLEAN GRAVEL / -4" CLEAN GRAVEL .<_ OR SAND - r...= ._ = ' OR SAND _ av CLEAN GRAVEL - t jj —4"CLEAN GRAVEL "•l...Y'+`^..I 'fir. !'' 0 R SAND :-i� I �.: ,:-: .' - / OR SAND UNDISTURBED SOIL TYPICAL PIPED E SEW PRESSURE SEWER TRENCH DUAL UNDISTURBED SOIL INFILTRATOR CHAMBER LAST ORIFICE POINTED DOWN (6:00). SEE 6*0 PVC FOR INSPECTION PORT w/ CIRCULAR VALVE BOX FLUSH WITH FINISHED GRADE - ONE PER LATERAL PIPE SUPPORTED BY PLASTIC "ZIP* TIE 2"O SCH. 40 PVC TOP VEW OF MANaOW AI', LATERAL 2"0 SCH 40 PVC LATERAL - REDLONG COUPLER 3" T) 2'0 SCH 40 PVC -SUPPORT DISCHARGE.... I :: PIPE ON RISER ' 3"0 SCH 40 PVC ELBOW -2"2 SCH 40 PVC 3"0 cCH 40 PVC MANIR 4"0 SCH 40 PVC TO DRAINFIELD SLOPE TO DRAIN BACK TO DOSE TANK REDUCING COUPLER 4' TO 2"0 SCH 40 PVC TYPICAL SERVICE AND CLEANOUT ON PEE SEWBi -DRILL 3/16a0 WEEP HOLE ,�; - �- ���� .- \ �in�icu�n g1C?CACc- o&® DRAWFELD TRENCH DUAL ,,"-MOUND NATIVE BACKFILL TO 4 � COMPENSATE FOR SETTLING 01 EXISTING GRADE �- 2"0 SCH. 40 PVC LATERAL B DETAIL 36 C7.0 SCALE: 3/4"=1' LANGE ADAPTER VYE 3" 1 1 /2" FUSION REDUCING TEE OR 3 X 3 TEE WITH 3" X 1 1/2" REDUCER ON SERVICE i G- A, � rt - 2"0 SCH 40 PVC. ,LATERAL % 2"0 SCH 80' PVC UNION, _ Wiri ORIFICE PLATE ; --3" TO 2"0 SCH 40 PVC ' / REDUCING BUSHING 3"0 SCH 40 PVC TEE 4" TO 3"0 SCH 40 PVC 4 REDUCING BUSHING IN FORCEMAIN 3"0 SCH 40 PVC MANIFOLD TOP VIEW OF FOLD, FOPK MAN AND LATERAL C DETAIL C7.0 SCALE:1 /2"=1' a t z R0 'W 1, 3500 GALLON DOSE TANK w Lu t �IcIr Q 0 J uj 5 LATERALS _ - 87.5 FEET LONG 36' WIDE TRENCH 2625 SQ. FT. TOTAL (TYPICAL OF 2) t. 10 5 0 10 SCALE 1'= 10' CONTJUR INTERVAL: 2 FEET J = Qw _ c) o' ozV) tnM�- w a ~ - F- o j ZLuZ o Z Z Z Q 0 CUD05 0C1 w ago �= otAjQ om 5 o N �- m (n �.} a 0 Y wU) o� , m 0 U Q w = h P�= r� L0 a J c J V) e Z U) D 0 � 0 Z W 4 m Lim u co Zvi ccn a .o J m + cc Q � z ` V C4 INFILTRATION/PERCOLATION FIELD CONSTRUCTION STEP 1. CUT CASING USING A FINE-TOOTH SAW AND A MITRE BOX TO PART 1 -GENERAL AVOID ROUGH OR UNEVEN CUTS. 1.1 DESCRIPTION STEP 2. SMOOTH THE CUT END WITH A KNIFE, FILE, OR SANDPAPER. THIS SECTION COVERS THE CONSTRUCTION OF THE REMOVE ALL BURRS AND CUTTINGS. INFILTRATION/PERCOLATION CELLS, INCLUDING CONSTRUCTION OF PIPING STEP 3. CLEAN THE CONTACT SURFACES OF THE PIPE END AND SOCKET NETWORKS, PURGING/PRESSURE TESTING, CHAMBER INSTALLATION, WITH A CLEAN, DRY COTTON CLOTH OR PAPER TOWEL. GREASE MUST BE BACKFILLING, DRESSING AND CLEANUP OF THE SITE. REMOVED WITH A CLEANER RECOMMENDED BY THE SOLVENT CEMENT MANUFACTURER. ROUGHENING THE CONTACT SURFACES WITH ABRASIVE 12 SITE PROTECTION PAPER AIDS IN THE DEVELOPMENT OF A BETTER BOND. BEFORE DOING ANY WORK, FENCE OFF DRAINFIELD AREA. DO NOT DRIVE STEP 4. CHECK THE FIT OF THE SECTIONS TO BE CEMENTED. A GOOD OVER DRAINFIELD AREA BEFORE OR AFTER INSTALLATION OF INFILTRATOR "DRY FIT' SHOULD SHOW THE SPIGOT END ENTERING THE SOCKET TO CHAMBERS. ABOUT ONE-HALF TO TWO-THIRDS OF IT5 DEPTH. SOME MANUFACTURERS SUPPLY CASING WITH MARKS TO DESIGNA E PROPER FIT. INCORRECTLY PART 3-EXECUTION DIMENSIONED PIPE, BELL, OR COUPLING STALL NOT BE USED. 3.1 SITE PREPARATION INFILTRATION SYSTEM CONSTRUCTION STEP 5. IF THE CASING IS MADE OF P\. , APPLY A PRIMER TO THE 3.1.1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING, INSIDE SURFACES OF THE SOCKET. THE PRIMER MAY REQUIRE MORE TIME TO SOFTEN THE BELLED END CASING SOCh:ETS THAN IS NECESSARY TQ CLEARLY, THE LOCATION OF INDIVIDUAL COMPONENTS OF THE WASTEWATER TREATMENT AND CONVEYANCE SYSTEM SO CONSTRUCTION PREPARE THE SOCKETS OF A MOLDED COJPLING. TRAFFIC AND EQUIPMENT IS ALERTED TO THE PRESENCE OF THESE STEP 6. PRIMER SHALL BE APPLIED TO THE OUTSIDE OF THE PVC UNDERGROUND UTILITIES. AT NO TIME WILL ANY EQUIPMENT OR BE ALLOWED TO OPERATE OVER ANY PORTION OF THE CASING SPIGOT END TO PREPARE IT FOF JOINING. ALL SURFACES TO BE (SPIGOT) MACHINERY WASTEWATER TREATMENT OR WASTEWATER CONVEYANCE SYSTEM UNLESS CEMENTED SHALL BE COATED WITH THE FRIMER. THAT PORTION OF THE SYSTEM HAS BEEN SPECIFICALLY DESIGNED TO STEP 7 APPLY A THIN COAT OF SOLVENT CEMENT TO THE INTERIOR WITHSTAND THE LOADING OF SUCH EQUIPMENT. DAMAGE CAUSED BY SURFACE OF THE SOCKET. THE USE OF "00 MUCH SOLVENT COULD SUCH ACTION WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. IN WEAKEN THE CASING WALL. ORDER TO PREVENT UNNECESSARY COMPACTION AND SOIL DAMAGE, IT IS RECOMMENDED THAT EACH CELL IS CONSTRUCTED INDIVIDUALLY, AND STEP 8. APPLY A UNIFORM COAT OF S)LVENT CEMENT TO THE OUTSIDE BACKFILLED WITH THE SOIL EXCAVATED FROM THE NEXT CELL. OTHER SURFACE OF THE SPIGOT END OF THE CtSING. CONSTRUCTION METHODS SHALL BE EVALUATED BY THE ENGINEER FOR APPROVAL. STEP 9. INSERT THE SPIGOT END OF TIE CASING SECTION FORCEFULLY 3.1.2 TAKE NECESSARY MEASURES TO ENSURE THAT VEHICULAR TRAFFIC INTO THE SOCKET TO THE ENTIRE DEPTH DF THE SOCKET WHILE BOTH THE INSIDE SOCKET SURFACE AND OUTSIDE SIRFACE OF THE CASING ARE OR OTHER ACTIVITIES WHICH MAY CAUSE SOIL COMPACTION ARE PROHIBITED FROM DAMAGING THE INFILTRATION AREA. ANY DAMAGE TO COMPLETELY COATED WITH WET CEMENT. THE INFILTRATION AREA WILL BE REPAIRED IN A MANNER ACCEPTABLE TO STEP 10. TWIST CASING 1 /8 TO 1 /4 TRN THEN HOLD THE SOCKET AND THE ENGINEER AT THE CONTRACTOR'S EXPENSE. CASING SECTIONS TOGETHER FOR AT LEA'.T 15 TO 20 SECONDS OR UNTIL 3.1.3 THE ELEVATION OF EACH CELL BOTTOM IS PROVIDED ON THE AN INITIAL SET TAKES PLACE. PLANS. LATERAL CELLS SHALL BE EXCAVATED LEVEL AT THE SPECIFIED STEP 11. WIPE THE EXCESS CEMENT FROM THE SOCKET. A PROPERLY ELEVATION. CEMENTED JOINT SHOULD SHOW A BEAD OF SOLVENT CEMENT AROUND 3.1.4 IF SOIL SMEARING OCCURS, WORK SHALL CEASE UNTIL THE SOIL THE ENTIRE CIRCUMFERENCE OF THE CASRG WHERE IT MEETS THE DRIES SUFFICIENTLY. SMEARED SOIL SHALL BE REPAIRED IN A MANNER SOCKET. ACCEPTABLE TO THE ENGINEER AT THE CONTRACTOR'S EXPENSE. STEP 12. TO INSURE A STRONG BOND, k JOINT SHOULD REMAIN UNDISTURBED UNTIL AN INITIAL SET IS REkCHED (TABLE 1). 3.2 PRESSURE NETWORK GONSTnut, Tfull 3.2.1 ALL INFILTRATION PIPE AND FITTINGS SHALL CONFORM TO ASTM D1785, STANDARD SPECIFICATION FOR PVC PLASTIC PIPE SCHEDULE 40. 3.2.2 ALL SOLVENT -CEMENTED JOINTS SHALL BE MADE IN ACCORDANCE WITH ASTM D2855, STANDARD PRACTICE FOR MAKING SOLVENT -CEMENTED JOINTS WITH PVC PIPE AND FITTINGS. PRIMER USED SHALL IMPART A SALIENT COLORATION. ANY SOLVENT CEMENTED JOINT NOT EXHIBITING SUCH COLORATION SHALL BE REJECTED BY THE ENGINEER AND REPLACED AT THE CONTRACTOR'S EXPENSE. (SEE SECTION 3.3 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE). 3.2.3 CONSTRUCT THE FORCE MAIN AS SHOWN ON THE PLANS FOR EACH INFILTRATION CELL. TRENCHING, EXCAVATION, AND BEDDING SHALL BE IN ACCORDANCE WITH SEC11ON 02221 TRENCH EXCAVATION AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES, OF THESE SPECIFICATIONS. FORCEMAIN SHALL NOT BE BACKFILLED WITH STONES LARGER THAN 3 INCHES. 3.2.4 CONSTRUCT MANIFOLD AND LATERALS AS SHOWN ON THE PLANS. 3.2.5 LATERAL ORIFICES ARE TO BE 3/16 INCH DIAMETER. ORIFICES SHALL BE DRILLED ON THE TOP OF THE PIPE EXCEPT THAT EVERY FIFTH ORIFICE SHALL BE DRILLED ON THE UNDER SIDE OF THE PIPE TO ALLOW FOR DRAINAGE. THE FIRST ORIFICE SHALL BE DRILLED 18 INCHES FROM THE BEGINNING OF THE LATERAL. ORIFICES ARE TO BE DRILLED IN A MANNER THAT MINIMIZES DEVIATION FROM SPECIFIED DIAMETER AND MAINTAINS A SHARP EDGE. ALL BURRS, CUTTINGS AND/OR OTHER MATERIAL ARE TO BE REMOVED FROM WITHIN AND AROUND EACH ORIFICE WITHOUT DAMAGING THE ORIFUE. 3.2.6 FLUSHING ASSEMBLIES SHALL BE CONSTRUCTED ACCORDING TO PLANS. 3.2.7 THE DISTRIBUTION NETWORK SYSTEM SHALL BE CONSTRUCTED ON THE BOTTOM OF THE CELLS. 3.2.8 EACH LATERAL IS TO BE COVERED AND SECURED TO THE CHAMBERS IN THE CELLS BEFORE FINAL BACKFILLING AS SHOWN ON THE PLANS (SEE SECTION 3.5 CHAMBER INSTALLATION). ONCE THE SYSTEM HAS BEEN COVERED, IT SHALL BE PURGED AND PRESSURE TESTED, (SEE SECTION 3.4 PRESSURE TESTING/SYSTEM PURGING), AND APPROVED BY THE ENGINEER. 3.2.9 EVERY PRECAUTION SHALL BE TAKEN TO PREVENT FOREIGN MATERIAL FROM ENTERING THE PIPE WHILE IT IS BEING INSTALLED. AT TIMES WHEN PIPE LAYING IS NOT IN PROGRESS, THE OPEN ENDS OF PIPE SHALL BE CLOSED BY A PLUG OR OTHER MEANS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL CLEAN AND REMOVE ALL DEBRIS THAT HAS ENTERED THE LINES IN THE PROCESS OF CONSTRUCTION. ANY FOREIGN MATERIAL REMAINING IN THE DISTRIBUTION SYSTEM AFTER CONSTRUCTION SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE, 3.3 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE JOINING PLASTIC CASING IS A RELATIVELY SIMPLE PROCESS, BUT THE INTEGRITY OF THE JOINT WILL BE A FUNCTION OF THE THOROUGHNESS OF THE JOINING TECHNIQUES. THE MATERIALS AND TOOLS REQUIRED INCLUDE (AWWA, 1981): 1. A FINE-TOOTHED SAW 2. A MITRE BOX 3. A SMALL KNIFE, FILE, OR BEVELING TOOL 4. FINE-GRAINED, ABRASIVE PAPER 5. CLEAN, DRY CLOTH OR PAPER TOWEL 6. CLEANER AND/OR PRIMER CAPABLE OF IMPARTING COLOR. 7. THE PROPER SOLVENT CEMENT 8. A NATURAL BRISTLE BRUSH APPROXIMATELY HALF THE DIAMETER OF THE CASING BEING JOINED OR A SPECIALLY DESIGNED APPLICATOR WHICH MAY BE INCLUDED IN THE SOLVENT CEMENT CONTAINER PREPARATION OF THE PIPE SURFACES AND THE ACTUAL CEMENTING PROCESS SHOULD BE ACCOMPLISHED AS LISTED BELOW (AWWA, 1981). BECAUSE SOLVENTS ARE HIGHLY FLAMMABLE AND THEIR VAPORS MAY PRESENT A HEALTH HAZARD IN ENCLOSED AREAS, SOLVENT CEMENTS SHOULD BE USED WITH CARE, AVOID CONTACT WITH EYES AND SKIN AND LONG-TERM BREATHING OF VAPORS. TABLE 1. SOLVENT CEMENTING OF BELLE[ END CASING - APPROXIMATE INITIAL SET TIMES* Temlx�ature Range Dining Initial Set setlinne in Minutes %id �Lm�t(�76.4 r T °C (51 and 76-man) 15 to 40 9.4 to 4.4 7.5 15 5to15 15.0to-9.4 4) 60 -20 to 5 28.9 to - 15.0 90 180 *DEVELOPMENT OF FULL OPERATING STREIGTH REQUIRES CURE PERIODS ABOUT TEN TIMES LONGER THAN SHOWN IY THIS TABLE. 3.4 PRESSURE TESTING/SYSTEM PURGING 3.4.1 PRESSURE TESTING/SYSTEM PURGING ONCE THE SYSTEM HAS BEEN CONSTRUCrD TO THE POINT OF TESTING AND PURGING, THE SYSTEM IS TO BE PUFGED AND PRESSURE TESTED IN THE PRESENCE OF THE ENGINEER USING 'HE FOLLOWING PROCEDURE. 1. FILL THE DOSE TANK WITH CLEAN WADER. 2. OPEN ALL FLUSHING VALVES ON EACI- LATERAL. 3. FILL THE DOSE TANK TO THE LEVEL yHICH ACTIVATES THE DRAINFIELD PUMP(S) AND ALLOW THE LATERALS TO PJRGE. REPEAT UNTIL ALL FOREIGN OBJECTS HAVE BEEN DISCHARGE[ FROM THE FORCE MAIN AND LATERALS 4. DRILL 3/16" ORIFICE IN THE CLEANOL` CAP OF EACH LATERAL. 5. FILL THE DOSE CHAMBER TO THE POINT WHERE THE PUMP(S) ENGAGES. THE ENGINEER SHALL BE PRE'ENT DURING PRESSURE TESTING OF THE INFILTRATION CELLS, TO MEASURETHE DIFFERENCE IN DISCHARGE IN THE LATERAL ENDS. 6. REPLACE CLEANOUT CAP ON EACH LAERAL WITH NEW, UNDRIU FD CAPS. 3.5 CHAMBER INSTALLATION 3.5.1 INFILTRATOR CHAMBERS, STANDAP CAPACITY, SHALL BE USED TO COVER THE LATERALS. 3.5.2 USING A HOLE SAW, CUT ONE HOE IN EACH END PLATE. THE HOLE SHALL BE SIZED SO THAT LATERAU PASS WITH LESS THAN 1/4 INCH OF CLEARANCE. 3.5.3 AN END CAP SHALL BE SECUREDTO THE FIRST CHAMBER WITH 4 SELF DRILLING SCREWS. THE DISTRIBUTIO LATERAL SHALL PASS THROUGH THE HOLE IN THE END CAP ANI THE CAP SHALL BE RETAINED BY A SLIP X SLIP COUPLING ON THE LATRAL. 3.5.4 THE DISTRIBUTION LATERAL SHALT BE SUSPENDED FROM THE CHAMBER USING PLASTIC "ZIP" TIES. 3.5.5 STARTING FROM THE FIRST CHAMER, ADD ADDITIONAL CHAMBERS DOWN THE LENGTH OF THE LATERAL, FULY ENGAGING INTERLOCKS AND SECURING WITH 4 SELF DRILLING SCREWS. SPLASH PLATES SHALL BE INSTALLED BELOW ALL DOWNWARD POINTTIG ORIFICES. DISTRIBUTION LATERALS SHALL BE SECURED TO EACH HAMBER. 3.5.6 AFTER THE LAST CHAMBER !S IN!TALLED, SECURE AN END CAP TO THE LAST CHAMBER WITH 4 SELF DRIONG SCREWS. THE DISTRIBUTION LATERAL, AND FLUSHING LINE SHALL PAS' THROUGH HOLES IN THE END CAP AND THE CAP SHALL BE RETAINED Er A SUP X SLIP COUPLING ON THE LATERAL. 3.5.7 BACKFILL CHAMBERS, MANIFOLD AU RISERS CAREFULLY WITH NATIVE SOIL AS SHOWN ON THE PLANS. 15P51%e51gn Criteria Facility: Lower Aspen Nuff: Lots at Fxcl 5ky ranch I;esidential Wastewater Generation �25 gallons/ ( lot � day) *- 7 lots - 2275 gallons/day ( includes statical peak flow) f6tal Wastewater Generation : 227 � gal I ons / Jag Soil Application pate: I gallon/ ( fe 4-� day) 13aseJ upon soil tope area treate<J Ha5}-water- 6ravel Absorption Area Vecluired: ( 2275 gallons/ dau) / ( I colon/ ( ft? *- clap) - 2275 fe Infiltrator Feduction: 507-: 2275-( 2275* 0, 50) - 1137,5 f2 Feduction far Posing: 25 7.: 10.25)-85�,12( ft' Number of Infiltrator Chambers Vecjuired: 853,1252/ 15 , 5 ft2/ chamber - 5 5 chambers Actual Number of Chambers in Pe5ign: 140 CONCRETE STRUCTURES: 1. CONCRETE SPECIFICATION: STRENGTH: 4000 psi AT 28 DAYS AGGREGATE: 3/4" MAXIMUM SIZE CEMENT: TYPE II SULFIDE RESISTANT 540 Ibs / cu yds SLUMP: 3" MAXIMUM SLUMP AIR ENTRAINMENT: 5% TO &% CACL 2: 0.03% MAXIMUM 2. REINFORCING STEEL TO BE ASTM A-615 GRADE 60. 3. SEWER PIPE SEALS SHALL BE WATERTIGHT, WITH FLEXIBLE RUBBER BOOTS. RUBBER BOOTS SHALL BE CLAMPED AROUND SEWER PIPE WITH STAINLESS STEEL CLAMPS. 4. REINFORCING BARS SHALL BE CONTINUOUS AROUND WALL CORNERS AND FLOOR JOINTS. 5. TANK SHALL PASS A 24" HOUR WATER TIGHTNESS TEST WITH NO MEASURABLE DROP IN 24 HOURS. TANKS NOT MEETING THIS REQUIREMENT WILL BE REJECTED AND REPLACE / REPAIRED AT CONTRACTORS EXPENSES. 6. CONCRETE DISPLAYING "HONEYCOMB" FINISH WILL BE REJECTED AND REPLACED AT CONTRACTORS EXPENSE. 7. SUBGRADE AND CRUSHED ROCK TO BE INDIVIDUALLY COMPACTED TO MINIMUM OF 95% MAXIMUM DRY DENSITY PER ASTM D698, DETERMINED BY STANDARD PROCTOR METHOD 8. CONTRACTORS SHALL PREPARE ALL BEARING SURFACES TO A TRUE AND LEVEL LINE PRIOR TO ERECTION. STRUCTURE BEDDING SHALL MEET THE MANUFACTURER'S REQUIREMENTS. ALL SUPPORTS OF THE PRECAST STRUCTURES SHALL BE ACCURATELY LOCATED AND OF REQUIRED SIZE AND BEARING MATERIALS. TANKS SHALL BE INSTALLED LEVEL. 9. NO CONTRACTOR, SUBCONTRACTOR OR ANY OF HIS EMPLOYEES SHALL ARBITRARILY CUT, DRILL PUNCH, OR OTHERWISE TAMPER WITH THE PRECAST CONCRETE STRUCTURES. 10. SUBGRADE ELEVATION NOT TO VARY BY MORE THAN 1/2" AT ANY LOCATION. 11. DO NOT INSTALL TANKS ON OR BACKFILL WITH FROZEN SOIL. 12. CONTRACTOR TO INSULATE PIPING THAT DOES NOT DRAIN BELOW FROST PENETRATION DEPTH. 13. SEALANT FOR JOINTS BETWEEN PRECAST SECTIONS SHALL BE FLEXIBLE BUTYL RESIN SEALANT CONFORMING TO FEDERAL SPECIFICATION SS-S-210A AND AASHTO M-198-B. 14. THE MANUFACTURER SHALL PROVIDE LIFTING INSERTS. 15. PRECAST CONCRETE STRUCTURES SHALL NOT BE TRANSPORTED AWAY FROM THE CASTING YARD UNTIL THE CONCRETE HAS REACHED 75% OF THE MINIMUM REQUIRED 28 DAY COMPRESSIVE STRENGTH AND A PERIOD OF AT LEAST 5 DAYS HAS ELAPSED SINCE CASTING, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. 1" MINUS CRUSHED ROCK SPECIFICATION SIEVE SIZE % PASSING 1 " 100 3/4° 75 - 100 NO. 4 25 - 45 NO. 200 1 - 10 Hydraulic Analysis Red Sky Ranch Lower Aspen B I off Lateral Length Number of Central Laterals Manifold Lateral Manifold Manifold Pressure Number of Orifices _ _. (ft-) Side) Spacing Diameter Length ft. at Distal End _ _ _ Per Lateral_ -(Per (in.) _ 87.5 5 no 101 328 8.10 1 ORIFICE SEGMENT SEGMENT LATERA SUM OF FLOW FLOW _ HEAD LOSS _ LENGTH HEAD LOSSES % INCREAS (gpm) _ (9P ) _ (ft.) IN FLOW_ 1.2387 _ 1.2387 i 1.2387 _ 2.4774 _ 0.0008 _ 10 0.0002 _ __ 0.00 1.2388 _ _ 3 7162 _ _ _ 0.0016 _ 1 � 0.0010 _ 0.00 1.2389 _ 4.9551 _ _ _ 0.0028 2 1.2391 6.1942 _ _ 0.0042 _ 25 0.0054 - _ 0.02 _ 1.2394 7.4336 _ _ _ 0.0059 30 0.0097 0.03 _ 1.23991111111 8.6735 _ _ _ 0.0079 35 0.0156 1.2405 9.9140 0.0101 _ 40 0.0235 _ _ _ 0.10 1..2413 11.1553 0.0126 45 0.0336 0.14 1.2422 _ 12.3975 _ 0.0153 50 0.0461 0.21 1.2434 _. 13.6409 0.0182 _ 55 0.0614 _ 0.28 _ 1.2448 _ _ 14.8857 _ _ 0.0214 __. 60 0.0796 0.1010 0.38 _ 1.2464 _ 16.1321 _ 0.0249 6 0.1259 0.49 1.2483 17.3804 0.0285 70 _ 0.1544 0.62 1.2504 18.6308 0.0324 75 0.1868 0.77 1.2529 _ 19.8837 _ 0.0366 80 0.2234 0.94 1.2557 _ 21.1394 0.0410 8 0.2644 1.14 1.36 I _ 1.2588 22.3981 0.0456 90 0.3100 1.61 MANIFOLD MANIFOLD SEGMENT TOTAL LATE RAL FLOW 22.4 IFLO _ PRESSURE HEAD LOSS NE�VIORK DISCHARGE RATE 112.0 gram _ (gpm) _ (ft.-) _ (ft.) gP m 89.6 8.29 0.19 Length of force main (ft.) 70 67.2 8.21 0.11 Dia. force main (in.) 4 44.8 8.15 0.05 Loss in force main (ft.) 0.50 22.4 _ 8.11 0.01 Manifold losses (ft) _ 0.38 Fitting losses fft.) 2.50 Total losses (ft.) 4.98 ORIFICE _ ORIFICE LATERAL Elevation (ft.) 15.50 COEFFICIENT DIAMETER NUMBER Residual head (ft.) 8.10 iterated calculated (in) 28.58 0.773 0.775 25/32.. 5 & 10 Volume of Laterals (gal.) 7 0.788 0.792 26/32 4 & 9 Volume of manifold (gal.) 10.3 0.814 0.817 29/32 _ 3 &-8 Volume of farce main (gal l 0.863 C).866 1 1/32 2 & 7 . Mtn. Dose Volume: 478.4 gal/dose 0.000.00._ NA 1 & 6 Dose Time: 4.3 min Pump Curve vs. System Curve 70 i 1 60 60 { 40 I 30 20 I System 10 Y 3 SKHS100 0 i 60 80 100 '20 140 160 Flaw (gpnj 5p�. r L Z oLao z La Uj ne � v j5 aW ;0eFz a W Z d LO Z Z . W op v