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HomeMy WebLinkAbout1765 Bellyache Ridge Rd - 194122305001INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway X Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2232-02 BP NO. 14440 OWNER: VAIL RESORTS DEVELOPMENT CO. PHONE: 970-845-2528 MAILING ADDRESS: P.O. BOX 959, AVON, CO 81620 APPLICANT: THOMAS J. KALLENBACH, FLUIDYNE ENGINEERING PHONE: 405-586-2289 SYSTEM LOCATION:1765 BELLYACHE RIDGE RD., WOLCOTT, CO., TRAINING CENTER TAX PARCEL NO. 1941-224-00-016 LICENSED INSTALLER: VAIL RESORTS DEVELOPMENT, JAMIE PAPAS LICENSE NO. 45-02 PHONE: 970-845-2528 DESIGN ENGINEER: FLUIDYNE ENGINEERING, THOMAS J. KALLENBACH PHONE NO. 405-586-228 INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE GOLF TRAINING CENTER 1500 GALLON SEPTIC TANK, 1000 GALLON DOSING TANK, ELIMINATE -TANK, 1278 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 33 INFILTRATOR UNITS IN A PRESSURE DOSED TRENCH CONFIGURATION DESIGN DATED 9/10/02 WITH REVISION LETTER DATED 9/27/02. SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN, WITH A CLEAN -OUT BETWEEN THE BUILDING AND THE TANK, AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEAR- ING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK RE- QUIREMENTS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPEC- TED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: RAYMOND P. MERRY DATE: SEPTEMBER 30, 2002 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: 1278 SQUARE FEET (VIA 33 STANDARD INFILTRATOR UNITS ) INSTALLED 1500 GALLON SEPTIC TANK, AND A 1000 GALLON DOSING TANK, AND AN ELIMINITE TANK COMMENTS: SEE PLAN DETAILS FOR SYSTEM COMPONENT LOCATIONS. ENGINEER'S FINAL CERTIFICATION WAS RECEIVED ON MAY 19, 2003. AN AS -BUILT OF THE SYSTEM WERE REQUESTED FROM THE ENGINEER. A LETTER WAS RECEIVED FROM THE INSTALLER ON OCTOBER 20, 2003 INDICATING THAT THE SYSTEM WAS INSTALLED EXACTLY AS DEPICTED ON THE APPROVED PLANS, THEREFORE, AN AS -BUILT DRAWING WAS NOT NECESSARY. THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE THE GOLF TRAINING CENTER. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN�W�� ENVIRONMENTAL HEALTH APPROVAL 4- - DATE: DECEMBER 29, 2003 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. 2232-02 BP NO. 14440 OWNER: VAIL RESORTS DEVELOPMENT CO. PHONE: 970-845-2528 MAILING ADDRESS: P.O. BOX 959, AVON, CO 81620 APPLICANT: THOMAS J. KALLENBACH, FLUIDYNE ENGINEERING PHONE: 405-586-2289 SYSTEM LOCATION: 1765 BELLYACHE RIDGE RD., WOLCOTT, CO., GOLF ACADEMY TRAINING CENTER TAX PARCEL NO. 1941-224-00-016 LICENSED INSTALLER: VAIL RESORTS DEVELOPMENT, JAMIE PAPAS LICENSE NO. 45-02 PHONE: 970-845-2528 DESIGN ENGINEER: FLUIDYNE ENGINEERING, THOMAS J. KALLENBACH PHONE NO. 405-586-228 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE GOLF ACADEMY TRAINING CENTER 1500 GALLON SEPTIC TANK, 1000 GALLON DOSING TANK, ELIMINATE -TANK, 1278 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 33 INFILTRATOR UNITS IN A PRESSURE DOSED TRENCH CONFIGURATION. DESIGN DATED 9/10/02, WITH REVISION LETTER DATED 9/27/02. SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN, WITH A CLEAN -OUT BETWEEN THE HOUSE AND THE TANK, AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS. AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY W THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: DATE: SEPTEMBER 30, 2002 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: SQUARE FEET (VIA ) INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET INCHES FROM 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: IIHN-e-1-db02 05:55P FROM:EAGLE COUNTY ENV HEA 9703288788 TO:914065862335 P:1/1 Incomplete. Applications Will NOT Be Accepted. (Site -Plan MUST be attached) ISDS Permit ## Building Permit ## Iqq TT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE;' `CO `:. 81631 Eagle (970)328-6755, Fax (970)328-0349, El Jebel (970)'927-3823 ifr****'k**************ir**7k*****�ldir:*#9riP1iklk;it*tkak.+k*�t�#*,�YYF.�ktk.'�t'�IrArtk9lritvkak�kalr'Attk**lriFk�kk'k'k**ak** FEE SCHEDULE * APPLICATION FEE $350.00 * THIS FEE INCLUDES THE ISDS PERMIT, SITE EVAhUATION (PERCOLATION TEST, SOIL PROFILE OBSERVATION) AND FINAL INSPECTION * ADDITIONAL FEES -MAY BE..CHARGED,IF A RisINSPECT,ION .IS NECE,S-BABY, OR A * PRE -CONSTRUCTION SITE VISIT OR `CONSULTATION $``NEEDED, ,' * REINSPECTION FEE , 00 . 47 * $ PRE -CONSTRUCTION SITE'VISIT FEE $85.00 MAKE ALL REMITTANCE PAYABLE TO: !'EAGLE COUNTY TREASURER" PROPERTY OWNER: Vail Resorts Develo ment Ca MAILING ADDRESS: Avon PHONE :9 ZLI—S - 4_s-2528 APPLICANT/CONTACT PERSON -Thom a_S Kal7Pnhart �a PF PHONE-4 - 586-2 289 LICENSED SYSTEMS CONTRACTOR:Jamie- Pappas Vail Re�ts PHONE970-845-2528 COMPANY/DBA'V 1 RacnrtS, Tn� ADDRESSp,�. Rnx 95.XY Avon CO R1620 _ PERMIT APPLICATION IS FOR: W NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL. SYSTEM: Legal Description. -Sec 22, T4,5-,.R8W, Red Sky -Ranch Subdivision. Tax Parcel Number: 1941221-00016 Lot Size N/A Physical Address: BUILDING TYPE: (Check applicable category) ( ) Residential/Single Family ( ) Residential/Multi-Family* (X) Commercial/Industrial* *These systems require design Jy a Registered TYPE OF WATER SUPPLY: L(Check pplic ( ) Well ( ) Spring _aj 00 Public Name g .nl ;.�_. ) APPLICANT SIGNATURE: �rzel Number of Bedrooms N/A Number of Bedrooms - Type TraininFacility Restroom Professional Engineer category) ace Date: ljP Q AMOUNT PAID : RECEIPT #s 3 DATE: 0 CHECK # : CASHIER : l� �_ DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO Date: September 30, 2002 TO: Vail Resorts Development FROM: Environmental Health Division Raymond P. Merry, REHS Director RE: Issuance of Individual Sewage Disposal System Permit #2232-02. Tax Parcel #1941-221-00-016. Property Location: 1765 Bellyache Ridge Rd., Wolcott, CO., Golf Academy Training Center, Red Sky Ranch. Enclosed is your ISDS Permit #2232-02. Please obtain a field copy of the engineer design stipulated on the permit from the 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 J. Kallenbach OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eagle-county.com December 29, 2003 Vail Resorts Development Company Attn: Jamie Pappas P.O. Box 959 Avon, CO 81620 EAGLE COUNTY RAYMOND P. MERRY, REHS Director RE: Final of ISDS Permit #2232-02, Tax Parcel #1941-224-00-016. Property location: 1765 Bellyache Ridge Rd., Wolcott, CO., Red Sky Ranch Golf Training Center. 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, r Janet Kohl Eagle County Environmental Health Department ENCL: Educational Brochure Final ISDS Permit cc: files, December 2003 Chrono file OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 F L U 1 D Y N E Scientists Engineers • Inventors Sept. 27, 2002 Ray Merry Eagle County Environmental Health 500 Broadway P.O. Box 179 Eagle, CO 81631 Re: Questions regarding the Red Sky Ranch Training Facility Plan Set Ray Merry: This letter is in response to our telephone conversation September 27, 2002 regarding the RSR Training Facility's Eliminite function, the 1000 gallon baffled septic tank. and the design flow rate_ The Eliminite treats nitrogen in the wastewater through the following process: • Wastewater drains through the building sewer to the septic tank • Settled effluent from the septic tank flows to the dose tank • A pump distributes the effluent to the Eliminite where it is discharged by orifices inside the Eliminite's tank • Nitrified effluent is captured in a drain system at the bottom of the Eliminite tank and is gravity drained back to the septic tank's influent line The 1000-gallon septic tank specified by the plan sheet C12.1should be a 1500 gallon and may be either baffled or as shown in the plans. The septic tank volume will be amended for construction. The design flow rate for the Red Sky Ranch Training Facility was calculated based on the Eagle County Regulations for ISDS. The flow rate per fixture was used from the "Country Club" designation as 50 gpd per sink and 150 gpd per toilet. Vail Resorts Development Company estimated that 25 people would visit the facility per day. At a per capita usage of 2.5 gallons per person (1.5 gallons PCr flush+ 1.0 gallon per hardwashing) the system cou!d accommodate 200 people per day. Please call if you have any questions or need any further information. Sincerely, Adie Phillips Cc: Jamie Pappas L. F L U I D Y N E Scientists Engineers - Inventors May 19, 2003 Eagle County Environmental Health Department Ray Merry, Director 500 Broadway P.O. Box 179 Eagle, CO 81631 Subject: Red Sky Ranch Training Facility System Certification of Completion for permit #2232-02 Dear Ray: Please accept this letter as confirmation of completion of the individual septic and disposal system serving the Red Sky Ranch Training Facility System. Fluidyne, Inc. inspected the system during the last visit to the property (May 19, 2003). At that time the system was complete and a squirt test and inspection was completed. The system was built in accordance with the plans provided to Eagle County in September 2002. The inspection and tests reveal 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 fully functional to provide wastewater treatment and that it was built in accordance with the plans. Please call with any questions. Respe tfully, Adie Phillips for Thomas J Kallenbach, P. E. Cc: Jamie Pappas � rK33633 REq ON AL ECG\ L •- ---- r " "—JI-I 1 111-1 ?%-U'li n-J.> > IJV.7 -Vl iNar7G -(-- L lY1JY14 �:. 0d-od-JJU V A 1 L R E S 0 R T S D E V E L rJ p M E N T � 0 M P A N Y October 20, 2003 Ray Merry Eagle County Department of Environmental Health PO Box 850 Eagle, CO 81631 Re: As,Builts For: Lower Aspen Bluff, Lot 99 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 gene staked by Eagle. Valley Surveying per coordinates given by Pluidyne 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 further information regArding these systems. Sincerely Vail Resorts Development Company cc: Bill Kennedy Aamie'Pappas Project Manager PAIL FIIOOhTC Vail Reams Developmletit Company ■ 137 Benchmark Road • Poyt Mae Box 959 • Avan, Colorado 81620.0069 - (970) 845.2535 • fax (970) 8�k5-2555 • www.vrdc.com Vail • Bmekomridge - Keyatone'0 + Beaver Creek" • Brichelcr GulchO . Arrowhecdd - Red Sky Ranch'" T /T IJ TCn-nkI ...-... I--- 2232-02 Tax #1941-221-00-016 JOB NAME_ 1765 Bellyache Ridge Rd. VAIL RESORTS Golf Academy Training Center JOB NO.� /V% / b f --- -- - 6/ BILL TO DATE ST RTED DATE COMPLETED DATE BILLED P'C'el CA ' s � A_X� C, tA) Is -44 "--e lam'/ 1 ILL ad ''\I /its L�iU��( O'� It- ? d/ i /f "" c L ( — vlJ f� �„� is-. P �� i " � , `l qLelv.,q 4,x q(� l s q ug s oA2- ' �.�. � ' r JOB COST SUMMARY %ssGez 5 — /'�Do ICE- y,� /aoa1 TOTAL SELLING PRICE � '79 hsoY P Vt�A TOTAL MATERIAL lo oo 5 z TOTAL LABOR INSURANCE O SALES TAX a LO 3' jcry 1 C MISC. COSTS ell b TOTAL JOB COST J Z - GROSS PROFIT b— ' 6, r LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 JOB FOLDER Printed In U.S A. 4 = I TH15 5�f OF FI AN515 NOT r0� CON51,pUC110N UNI.�55 PrOICT %C41 V 5M, ANn 516NAM 15 AFF19P HNT, AN12 A M112 MFMIT 15502 6Y V&� COUNT`( MKONMT& HEALTH PCpAMM,15 P05tt? V,,�, INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.U. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 3284755 FM3 ERMIT MUST 3E POSTED AT INS�'�II..IATI NSIT'E PERt+�IiT NO 2232-02 BP NO 14440 i RESORTS DEVELOPMENT CO, i MAILING uG ADI ILIriSB: P.O. i x �?s9 AVON. CO 81620 ' APPLICANT: TIMMAS I. KALLENBACH. TLUIDYNE ENGINEERING PHONE: 405_5R6-2289 SYSTE M LOCKr[ON_ 17155 IiPi (YA (,1E RIWX P RI) \�of cow co.. C,0LI` ACADEIafYTRAINMCGNT r-R TAX PARCEL NO. 1941 224-(111-tI14 LICENSED INSTALLER: VAIL RESORTS I)EVE1-01`145 "r, JAMIE PAPAS LJCE- SE NOQ 45- 2 PHONE_ 07b-94S 232$ 1?EStC I i IvC1 1EE12 FI t! DYi I CINLI Ft]N0 THOMA ! KALI-,LN ACII PIJONE NO. 445 a8G Z?9 INSTALLATION HEREBY GRANTED FOR THC FOLLOWING: MINUMUNI REQUIREMENTS FOR THE GOLF ACADEMY TRAINING CENTER _ 00 0 ON S T N A Y I TANK 1 IJMINATE-TANiG S 1279 CJA FEI TF fi3O I N AR LA C EDIT VIA 33 INFILTRATOR UNITS (14 A PC20S ME, DOSED fiP, CH CONFIGURATION. DESIGN DATED 911OX2, WITH REVISION LETTER DATED 9137/02- SPCCIAL INISTRt3CT1t7NS• r-MLL AS PER ENGINEER'S DESIGN 1 WIT # A GL1=AN-0UT BI-I wr--L.N TIM HOUSE AND THE TANK, AND INSf'EC'TIO,4 PORTALS IN EACH TRENCH RAKE ALL TRENCH Sj RFACPS TO PREV13147THE SMEARING OF SOILS, AND DO NOT IMAM IN WFT W EATHM- Be SURE TO MAINTAM ALL APPLICABLE SETBArY vGf1f tm mE-N-[,_ CALL IZAC.LL COUNTY E rIRON` IKItiTAL HF.ALTI# A'NDTIf E DESIt`s� FINGINF,FP. PRIORTO #3ACLC FILLING ANY PART OF THE I ti5TA1 I.ATIQN OR NVITH ANY 0!PF-4 T#ONS #LFGART)i1Ci IW. N AI.ItAiTiO?L- T1IE R IL1?HAS BEEN INSFEC'TED XNM APtR6%TEI3. ENVIRONMENTAL HEAALT14 APPROVAL- CE, SEPT -MBER 30, 2002 - GQt*IHTS: LALL LVSrALL.rlT10 ?64UST•M.IPLYWITTHALLREWBEMMMOFTHEEAGLEC#WNTYWDIVjDUALSC-tVAiGl!V1 $ .$YST 1Rf4VL}4TIO AbOFTED PURSilrNM TO AUTHDRUY (;RAN''T..UD IN 35-10,104- I973, AS rtHHN'lDED. i TIM PERmil 15 VALID ONLY FOR CO% CIXTION TO STIt1aCMRES NOITCH HAVE Fti'LLY COMPLIED WrM COUNTY ZONg+O AND BUILDING B€QUREMF-YM C€ N%' = T{) OR USE WITH ANY DWELLING OR STNXTURE N8T AMOVED AY TII9 ZCZ`.MO AND BUU"�M DEPARTME M SHALL A1JT(JMATICALLY 08 A VOL AT ION OP A MUIRBIL'�fi I` OF THE PERMIT. AND WILL RFSti,T IN SOTH LaGAL AC710N, AND ftr;"VOCA f (*N OF TIME PEMUT. I CIS IV. SE•MON 4" 9 REQU RES ANY PERSON WHO CaMSTRMTS, ALTUS OR INSTALLS AN INDIVIDUAL SEWAGE DISPCUL SYSTS-kt TO SE LICENSED FINAL APPROVAL 4FSYSTEM (TO BECOMPLETEDBYINSPECTOR); NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE MITII T14C CAGLE COUXTY IYDIVI DtJAL SEIVAGB DISPOSAL SYSTEM REGULATIONS IANTIL THE SA Lm IS ArMOVEP PRIOR TO COVERING ANY PORTfOX Of THE SYST %I. INSTALLED ABSORPTION OR DISPERSAL ARIA: SQUARE PEEP (VIA 1 INSTALLED TANK:: I ALLONS IS LOCATED DEGRM AND FEET 1NCKS FROM INSTALLED TANK: GALLONS IS LOCATED . DEGREES AND FEET RX31CS FIiO L - - COMMENTS: t ANY ITEM CNO `MEETLNG REQiI)MMEN-M WILL BE CORRECTED BEMIZE FINAL APPROVAL OPSYSTTEM IS vIAD& ARRANGE A RFINSPECTION WHEN WOU IS IrOJIPLETED. ENVIRONMENTAL HEALTH APPROVAL' DATE: ppOJ�Cl' t�NG,INZI�I fHO/VLa.5 J, KAQ-l� p' WA!51-'*0 PLAN-5 C/2, 0 5/TI� MAN 1�ll II\/a FACIL I TY 023 wAsTl�wartX-,, r��fAil,s c12.2 wA5rI�war1p r��fAil,s C12,3 Sf��CI�IC�I�lOIVS l�Nt� l�SIGrN C{�11�f�1�1 TH15 5�f OF FLAN5 ANn Tp CIFICA11ON5 HM MN MPATT,n FR TI 51NCLLAP, pUT05� OF PMCING MAIMFING MTAI(.5T FR THE WA5tWATEF TMATM W 5Y51EM FOP FVn 5KY MCH Tp-,AININCA FPC CITY, OTHM AS CT5 OF THE PFOJ�CT pIT�5�M[9 H�F&N HAND MN FITTAITP UNIXP\ THE ITTON51N,� CWG� OF OTHM5, GAINING FACILITY WATt r pl�V150N5., Pup o5i�: p9V/51 � 13Y F II?5T 1551f: 09-10-2002 B G � A f - / . - . - . - . - . - . - . - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - • • • • • • • ... -. . ... - . - . - . . ........ F I ELMIINTE® SYSTEM 20" DIA. LID - INSULATE BOTTOM OF LID SUPPLIED BY FLUIDYNE Inc. EXTRUDED FOAM INSULATION --lll— --I !!— _—!!I_/I1111,1�11li !�%%///!=/lll 111 !!!— lli—!ll~ ill—lll—l—ll1 ! i li l /\fk" lllll_lll�illll_— i Ill 111 lil — \ t�i�� lll_ll�7li=�ll1_li�=llh FILTER FABRIC MIRAFi 140N I l = ! - (OR EQUIVALENT) f I CONNECTION TO ELIMINITE® UNIT USING 4*0 SCH 40 PVC i f 4" X 2" REDUCING COUPLING j FROM DOSE TANK. SLOPE TO DRAIN. j o o 0 j 1 LB BODS /DAY - j R MIN(TE® UW PROVIDED BY FLUIDYNE Inc. INSTALLED BY 1' TO 1 1/2' GRAVEL FILL I j CONTRACTOR USA PATENT No. 5534147 & No. 5676828 AROUND ENURE TANK 2' MINIMUM WIDTH I I ELIMINITE® UNIT COMES COMPLETE AND READY TO j INSTALL CONTRACTOR TO MAKE CONNECTION TO 4' CONNECTION TO ELIMINITE@ UNIT j SEPTIC TANK RETURN LINE AND 4" DOSE LINE. ALL OTHER PIPING SHOWN ON ELIMINITEO UNIT IS PROVIDED USING 4' X 1 1/2" REDUCING I - •— —•— — —•— — —•— — — —•--- — ---•- — ---•— —COUPLING—•--- •—•--------- BY FLUIDYNE Inc. _i' '`.—.—.—.—.—.— '1000 GALLON PFECAST CONCREM SEPTIC TANK 28' I.D. RISER GREEN FIBERGLASS, INSULATED, Epp GALLON P—MCAST CONM LOCKING LID (TYP OF ALL LIDS) 4-4-TT- FINISHED GRAD INSULATE BOTTOM OF LIDS (TYP) _- ____ ______- -_ _=e=_-___• ___ JA 4"0 SCH 40 PVC SANITARY TEE, RETURN a WATER TIGHT JUNCTION BOX o QUICK RELEASE COUPLING a LINE FROM ELIMINITES SOLVENT / CEMENT PIPE JOINTS. SEE DRAIN - NOTE 3, THIS PAGE. TYPICAL FOR ALL FITTING / PIPE CONNECTION INSTALL TEE SLOPE 1/4' PER FOOT 1 1/4" PVC UNION 4"0 SCH 40 PVC DRILL 3j16'0 WEEP HOLE ---------------------------------------- ----- 4' SCH 40 PVC FROM ----- -- 1 1/4'0 SCH 40 PVC TEACHING ACADEMY ANDkj ELBOW TO ELIMINITE® UNIT 2"0 SCH 40 PVC FORCEMAIN ` 2" THICK EXTRUDED CLOSED CELL, SLOPE TO FAIN SLOPE TO DRAIN HITTING BUILDING SLOPE 18' BELOW 1 /4" PER FOOT SUBGRADE INSULATION (TYP} LIQUID LEVEL USE TEE OR a CONCRETE BAFFLE 1 1 /4' SCH 40 PVC 2' SCH. 80 PVC 4, FLOAT HIGH WATER ALARM SWITCH .4- DRAINFIELD ON ELIMINITE® TIMER ° DRAINFIELD OFF ON OFF "OFF Y BAC �a _` d � _ - [V a ° a • - a •..a \ , Wx GRUNDFOS KP 250 SUBMERSIBLE CONTRACTOR TO PROVIDE TANK BEDDING IN EFFLUENT PULP TO ELIMINITE UNIT ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 1!�STALL 'PIGGY —BACK' FLOAT TO CONTRACTOR SHALL SUFFICIENTLY BED PIPING INTO AND RECIRCULATION PUMP FOR LOW WATER OUT OF TANKS TO PREVENT SETTLING. CLT—OUT HYDROMATIC SP 40 SEWAGE EJECTOR PUMP TO DRAINFIELD ._.—.—.—.—.—.—.—.—.—.—.—.—.—.—.-----•--1 I CONNECTION TO j j CONNECTION TO ELIMINITE® UNIT ELIMINITEv UNIT USING 4" X 2" — — � = USING 4' X 1 ��sy REDUCING I 1/2' REDUCING COUPLING - COUPLING I I I CLEAN OUT � I ELIMINITE® UNIT SUPPLIED BY FLUIDYNE Inc. MIN. 26 SECTION OF 4" SCH 40 PVC 3 ud 4' SCH 40 PVC SLOPE TO DRAIN BACK TO DOSE TANK SLOPE TO DRAIN TO SEPTIC TANK 4' X 1 1/4' REDUCING COUPLING C GRUNDFOS KP 250 SUBMERSIBLE 12 EFFLUENT PUMP r".. cnu An ovr, HYDROMA11C SP 40 SEWAGE I EJECTOR PUMP B DETAIL C1Z0 SCALE: 3/8"=l' G I H CHfiVG FACILITY WASTEWATa NOTES SEPTIC TANK: 1000 GALLON PRECAST CONCRETE SEPTIC TANK DOSE TANK: 1000 GALLON PRECAST CONCRETE DOSE TANK ELIMINITE® UNIT- PROPRIETARY NITROGEN REMOVAL SYSTEM. SUPPLIED BY FLUIDYNE Inc. USA PATENT No. 5534147 AND No. 5676828 DOSE PUMP: HYDROMATIC SP 40 SEWAGE EJECTOR PUMP DOSE PUMP CONTROLS: SIMPLEX CONTROL PANEL EQUIPPED WITH AUDIBLE / VISIBLE 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 CONSTRMTM NOTES - THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY IDENTIFYING THE LOCATION OF INDIVIDUAL COMPONENTS OF THE WASTEWATER TREATMENT AND CONVEYANCE SYSTEM SO THAT CONSTRUCTION TRAFFIC AND EQUIPMENT IS ALERTED TO THE PRESENCE OF THESE UNDERGROUND UTILITIES. AT NO TIME WILL ANY EQUIPMENT OR MACHINERY BE ALLOWED TO OPERATE OVER ANY PORTION OF THE WASTEWATER TREATMENT OR WASTEWATER CONVEYANCE SYSTEM UNLESS THAT PORTION OF THE SYSTEM HAS BEEN SPECIFICALLY DESIGNED TO WITHSTAND THE LOADING OF SUCH EQUIPMENT. 2. ALL ABSORPTION FIELD PIPING AND FITTINGS SHALL CONFORM TO ASTM D1785 SPECIFICATION FOR PVC PLASTIC PIPE SCH 40. 3• 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 4. PREPARE BEDDING FOR SEPTIC TANK AND DOSE TANK IN ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 5. 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 6. SUBGRADE ELEVATION NOT TO VARY BY MORE THAN 1/2' AT ANY LOCATION. 7. DO NOT INSTALL TANKS ON OR BACKFILL WITH FROZEN SOIL & SLOPE ALL PIPES TO DRAIN. 9. CONTRACTOR TO INSULATE PIPING THAT DOES NOT DRAIN BELOW FROST PENETRATION DEPTH. 10. THE MANUFACTURER SHALL PROVIDE LIFTING INSERTS. 11. 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. 1Z SEALANT FOR JOINTS BETWEEN PRECAST SECTIONS SHALL BE FLEXIBLE BUTYL RESIN SEALANT CONFORMING TO FEDERAL SPECIFICATION SS—S-210A AND AASHTO M-198—B. 13. 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. 14. CONCRETE DISPLAYING "HONEYCOMB" FINISH OR CRACKS WILL BE REJECTED AND REPLACED AT CONTRACTORS EXPENSE. 15. NO CONTRACTOR, SUBCONTRACTOR OR ANY: OF HIS EMPLOYEES SHALL ARBITRARILY CUT, DRILL PUNCH, OR OTHERWISE TAMPER WITH THE PRECAST CONCRETE STRUCTURES. 16. CONTRACTOR TO PRESSURE TEST SYSTEM IN PRESENCE OF THE ENGINEER. 17. SUBSTITUTIONS TO THE DESIGN ARE TO BE EVALUATED BY FLUIDYNE INC AT CONTRACTORS EXPENSE. 18. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THESE PLANS, ANY CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY FLUIDYNE INC. t�dzr Z oC-W U-1zOZE Q Z p- K p w ir W W oN w W Wo F= W N w� K - Vj LdLd o8gzzw �DR ��6E ZF-WC)MO ''w.Z85 o �a�v ra3 m J W WZ1!sW00`—'3 W U E ME m U W— I ." = E o W Of¢o¢L,MO N TOP VIEW OF MMFOLD AND LATERAL ABSORPTION FIELD LAYOUT N --------- ----- ------------------------- --- r------- ------------------- -------------------- --------------- -----------r--------- l -------,— — i 1 1/2"O SCH 40 PVC ELBOW 1 1/2"O SCH 40 PVC LATERAL ------------- ------------------'----------------L----------- -------1--------- ------------- -------L--------------------------- _ 68'-9' ' 1 1/2 SCH 80 PVC UNION WITH ORIFICE PLATE F # 1 1 /2"0 SCH 40 MANIFOLD N n 1 - - - __------ ------------- F------------I ---------i ------- 1 I ---------------J---------------- ---------------- L---------------- L--------------- ' I TOP %VIt OF MANFOLD AND LATERAL i I _ INSPECTION PORT (TYP) r 1 1/2.0 SCH 40 PVC MANIFOLD I F ------- ---------- - --- ---------------------- 1 -------------- ` I 1 1/2-0 SGH 40 PVC TEE r--------------- --------------- i-----------L------------- ----J-------- ---L-------L-------------- - ---------- ---- ------- L----------------- \"—1 I aDERAIL 1 /2 O .SCH 40 LA -R�CL P�C .. • • tn� r-:rn�m nn� �n� n.�n - C3.0SCALE: 1/4"=1'..� fw w ¢w >fl. PIPE BEDDING MUST CD o BE FREE OF LARGE o [if ROCKS, SHARP ROCKS, TREE STUMPS, LOGS, & OTHER UNSUITABLE DEBRIS. B SECTION C3.0 SCALE: 3/4"=1' EXISTING GRADE ELEV. 7638 0 2"0 MAIN 4' CLEAN GRAVEL OR SAND 4" CLEAN GRAVEL OR SAND THE STAN I NF URATOR DETALIE j (11 REQ D AT EACH TRENCH) 75" I— NOTES: 1. SCARIFY TRENCH BOTTOM AND SIDE WALLS WITH HAND RAKE. 2. TO AVOID DAMAGE TO NATURAL SOIL STRUCTURE, PERSONNEL OR MACHINERY SHALL NOT BE ALLOWED ON INFILTRATIVE SURFACE OF DRAINFIELD TRENCH EXISTING GRADE 00 I N C SECTDN C3.0 SCALE:3/4"=1' I N 10' MOUND NATIVE BACKFILL TO COMPENSATE FOR SETTLING 1 1/2'0 SCH. 40 PVC LATERAL LAST ORIFICE POINTED DOWN (6:00). SEE 6"0 PVC PIPE FOR INSPECTION w/ CIRCULAR VALVE BOX FLUB FINISHED GRADE — ONE PER L PIPE SUPPORTED BY PLASTIC "ZIP' TIE. 1 1 /2.0 SCH. 40 PVC LATERAL KEEP PIPE NETWORK FREE OF DEBRIS. 10' N THREADED CAP APPROX. 1' BELOW #4 REBAR i SURFACE TO BE MARKED WITH A PIECE OF #4 REBAR, FOR LOCATION W/ METAL DETECTOR, (REBAR IS APPROX 6.0 CIRCULAR VALVE BOX/(ORBIT PART 2' BELOW FINISHED GRADE). NO. 53021 OR EQUIVAhAT) OVER FLUSHING VALVE. USE PVC 6"0 PIPE TO EXTEND VALVE BOX'FLUSH WITH 1 1 2' SCH 40 THREADED CAP FINISHED GRADE/ / 1 1/2" SCH 40 THREADED UNION 1 1/2' �H 40 PVC TEE. 1 1/2' SCH 40 45' BEND i ALL PIPE JOINTS TO BE PREPARED 5. ACCORDING TO SECTION 3.3, SHEET C12.3 1 1/2' SCH 40 PVC BALL VALVE CLOSED DURING NORMAL OPERATION. SEE NOTE 8. INSTALL STANDARD INFILTRATOR END PLATE. BORE 2' HOLE TO ALLOW PASSAGE OF FLUSHING LINE. 1 1/2-0 SCH 40 PVC SLOTTED FLUSHING LINE- SLOTS TO BE CUT 3/16' WIDE & 4" O.C. ON BOTTOM. SPLASH PLATE UNDER LAST ORIFICE. SEE NOTE 5. DO NOT CAP END. \ STANDARD INFILTRATOR CHAMBER. FORCEMAIN: MANIFOLD: LATERALS: ORIFICES: CHAMBERS: APPROX. 10" OF 2"0 SCH 40 PVC. SLOPE TO DRAW. 1 1/2"0 SCH 40 PVC CENTER MANIFOLD 20' IN LENGTH (3) 1 1/2'0 SCH 40 PVC 68.75' LONG PLACED ON 10' CENTERS (14) 3/16"0 ORIFICES PER LATERAL DRILLED 5-0" O.C., DRILL IN A MANNER SUCH THAT ALL BURRS ARE REMOVED WITHOUT DAMAGING THE ORIFICES. 33 CHAMBERS, 6 END CAPS ORWCE PLATE DRfl l n�u; SCfiEdllLE SEGMENT/ LATERAL NUMBER MANIFOLD LENGTH LATERAL LENGTH ORIFICES PER LATERAL ORIFICE. PLATE aa��a DIAMETER 1. 0' 68.25' 14 N / A 2. 10' 68.25' i 4 1 3. i 0' 68.25' 14 ,�ns 13/16 TYPICAL UNION PLATE ORIRCE PLACED INSIDE SCH 80 PVC UNION 1/8' TO 3 ' IN THICKNESS ABSORPTION RELD NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY IDENTIFYING THE LOCATION OF INDIVIDUAL COMPONENTS OF THE WASTEWATER TREATMENT AND CONVEYANCE SYSTEM SO THAT CONSTRUCTION TRAFFIC AND EQUIPMENT IS ALERTED TO THE PRESENCE OF THESE UNDERGROUND UTILITIES. AT NO TIME WILL ANY EQUIPMENT OR MACHINERY BE ALLOWED TO OPERATE OVER ANY PORTION OF THE WASTEWATER TREATMENT OR WASTEWATER CONVEYANCE SYSTEM UNLESS THAT PORTION OF THE SYSTEM HAS BEEN SPECIFICALLY DESIGNED TO WITHSTAND THE LOADING OF SUCH EQUIPMENT. 2. ALL ABSORPTION FIELD PIPING AND FITTINGS SHALL CONFORM TO ASTM D1785 SPECIFICATION FOR PVC PLASTIC PIPE SCH 40. ' 3. FVC 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. 4. DISTRIBUTION LATERAL ORIFICES ARE TO BE 3/16"0 AND DRILLED IN A MANNER THAT MINIMIZES DEVIATION FROM SPECIFIED DIAMETER. ALL BURRS, CUTTINGS, AND/OR OTHER MATERIAL ARE TO BE REMOVED FROM WITHIN AND AROUND EACH ORIFICE. 5. ORIFICES ARE TO BE POSITIONED AT 12:00, DRILL' 7th AND 14th ORIFICE AT 6:00 WITH SPLASH PLATE 1 sq. ft. MINIMUM AREA UNDERNEATH IT. 6- A 1 1/2"0 FLUSHING LINE, 4' IN LENGTH SHALL' BE CONSTRUCTED FROM THE END OF EACH LATERAL, ACCORDING TO DETAIL THIS SHEET. 7. INFILTRATOR END CAPS & CHAMBERS SHALL BE SECURED w/ SHEETROCK SCREWS. 8. ALL FLUSHING VALVES MUST BE OPEN BEFORE THE DRAINFIELD IS PRESSURIZED FOR THE FIRST TIME SO THAT DEBRIS IS PURGED FROM THE PIPING NETWORK. ABSORPTION FIELD TO BE PURGED & TESTED PRIOR TO BACKFILL IN PRESENCE OF ENGINEER. 9- CONTRACTOR SHALL HAVE 3 EXTRA 1 1/2" SCH 40 PVC THREADED CAPS DRILLED WITH 3/16' OFFICES FOR TESTING. 10. INSTALL ALL VALVE BOXES SO THAT THE LID IS FLUSH WITH GROUND SURFACE. IF NECESSARY, EXTEND VALVE BOX, FROM THE BOTTOM, w/ 600 PVC PIPE. COMPACT SOIL FIRMLY AROUND VALVE BOX AND EXTENSION. 11- PREPARE BEDDING FOR SEP11C TANK ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 12. TRENCH BOTTOMS ARE TO BE LEVEL. 13. SLOPE ALL PIPES TO DRAIN. 14- SUBSTITUTIONS TO THE DESIGN ARE TO BE EVALUATED BY FLUIDYNE INC AT CONTRACTORS EXPENSE. 15. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THESE PLANS,` ANY CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY FLUIDYNE INC. �WWaZ�� W Z Z W q-`�Wm�Zooi' a Q r J m J W G z a < < w :riWoZ� > Z < U W U w of2 W W m w Q W 4 m< a< u- m O a E.. r- - - - - - INFILTRATION/PERCOLATION FIELD CONSTRUCTION PREPARATION OF THE PIPE SURFACES AND THE ACTUAL CEMENTING 4 PART 1-GENERAL PROCESS SHOULD BE ACCOMPLISHED AS LISTED BELOW (AWWA, 1981). 1.1 DESCRIPTION BECAUSE SOLVENTS ARE HIGHLY FLAMMABLE AND THEIR VAPORS MAY PRESENT A HEALTH HAZARD IN ENCLOSED AREAS, SOLVENT CEMENTS ANY ACTIVITY ON OR ABOUT THE INDICATED ABSORPTION FIELD AREA IS SHOULD BE USED WITH CARE, AVOID CONTACT WITH EYES AND SKIN AND STRICTLY PROHIBITED. CONTRACTOR IS SOLELY RESPONSIBLE FOR LONG-TERM BREATHING OF VAPORS. COMPLYING WITH THIS CONDITION. ANY CHANGE TO THE SITE WHETHER DUE TO THE CONTRACTOR OR BY OTHER WILL BE REPAIRED, OR A NEW STEP 1. CUT CASING USING A FINE-TOOTH SAW AND A MITRE BOX TO SITE WILL BE SELECTED AT THE CONTRACTORS EXPENSE CONTRACTOR IS AVOID ROUGH OR UNEVEN CUTS. RESPONSIBLE FOR ALL EXPLORATORY FEES, PERMITTING COSTS, PROFESSIONAL FEES AND LIQUIDATED DAMAGES. STEP 2. SMOOTH THE CUT END WITH A KNIFE, FILE, OR SANDPAPER. REMOVE ALL BURRS AND CUTTINGS. THIS SECTION COVERS THE CONSTRUCTION OF THE 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 REMOVED WITH A CLEANER RECOMMENCED BY THE SOLVENT CEMENT BACKFILLING, DRESSING AND CLEANUP OF THE SITE. MANUFACTURER. ROUGHENING THE CONTACT SURFACES WITH ABRASIVE PAPER AIDS IN THE DEVELOPMENT OF A BETTER BOND. 1.2 SITE PROTECTION 1.2.1. BEFORE DOING ANY WORK, FENCE OFF DRAINFIELD AREA. DO NOT STEP 4. CHECK THE FIT OF THE SECTIONS TO BE CEMENTED. A GOOD 'DRY FIT' SHOULD SHOW THE SPIGOT END ENTERING THE SOCKET TO DRIVE OVER DRAINFIELD AREA BEFORE OR AFTER INSTALLATION OF ABOUT ONE-HALF TO TWO-THIRDS OF ITS DEPTH. SOME MANUFACTURERS INFILTRATOR CHAMBERS. SUPPLY CASING WITH MARKS TO DESIGNATE PROPER FIT. INCORRECTLY 1.2-2 SCHEDULE WORK FOR TIME WHEN DRY CONDITIONS ARE FORECAST DIMENSIONED PIPE, BELL, OR COUPLING SHALL NOT BE USED. , FOR ONE WEEK PRIOR TO CONSTRUCTION. CONTRACTOR SHALL MAINTAIN ACCURATE SET OF DRAWINGS SHOWING 'AS STEP 5. IF THE CASING IS MADE OF PVC, APPLY A PRIMER TO THE BUILT" CONDITIONS. THESE RECORDS SHALL BE ON SITE AND READY FOR INSIDE SURFACES OF THE SOCKET. THE PRIMER MAY REQUIRE MORE TIME TO SOFTEN THE BELLED END CASING SOCKETS THAN IS NECESSARY TO INSPECTION AT ALL TIMES WORK IS IN PROGRESS. PREPARE THE SOCKETS OF A MOLDED COUPLING. PART 3 -EXECUTION STEP 6. PRIMER SHALL BE APPLIED TO THE OUTSIDE OF THE PVC 3.1 SITE PREPARATION INFILTRATION SYSTEM CONSTRUCTION CASING (SPIGOT) END TO PREPARE IT FOR JOINING. ALL SURFACES TO BE CEMENTED SHALL BE COATED WITH THE PRIMER. 3.1.1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING, STEP 7. APPLY A THIN GOAT OF SOLVENT CEMENT TO THE INTERIOR CLEARLY, THE LOCATION OF INDIVIDUAL COMPONENTS OF .THE WASTEWATER TREATMENT AND CONVEYANCE SYSTEM SO CONSTRUCTION SURFACE THE SOCKET. THE USE OF TOO MUCH SOLVENT COULD TRAFFIC AND EQUIPMENT IS ALERTED TO THE PRESENCE OF THESE WEAKEN THHEE CASING WALL. UNDERGROUND UTILITIES. AT NO TIME WILL ANY EQUIPMENT OR MACHINERY BE ALLOWED TO OPERATE OVER ANY PORTION OF THE _ STEP 8. APPLY A UNIFORM COAT OF SOLVENT CEMENT TO THE OUTSIDE WASTEWATER TREATMENT OR WASTEWATER CONVEYANCE SYSTEM UNLESS SURFACE OF THE SPIGOT END OF THE CASING. THAT PORTION OF THE SYSTEM HAS BEEN SPECIFICALLY DESIGNED TO STEP 9. INSERT THE SPIGOT END OF THE CASING SECTION FORCEFULLY WITHSTAND THE LOADING OF SUCH EQUIPMENT. DAMAGE CAUSED BY INTO THE SOCKET TO THE ENTIRE DEPTH OF THE SOCKET WHILE BOTH THE SUCH ACTION WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. IN INSIDE SOCKET SURFACE AND OUTSIDE SURFACE OF THE CASING ARE ORDER TO PREVENT UNNECESSARY COMPACTION AND SOIL DAMAGE, IT 1S COMPLETELY COATED WITH WET CEMENT. RECOMMENDED THAT EACH CELL IS CONSTRUCTED INDIVIDUALLY, AND BACKFILLED WITH THE SOIL EXCAVATED FROM THE NEXT CELL OTHER CONSTRUCTION METHODS SHALL BE EVALUATED BY THE ENGINEER FOR STEP 10_ TWIST CASING 1/8 TO 1/4 URN THEN HOLD THE SOCKET AND CASING SECTIONS TOGETHER FOR AT LEAST 15 TO 20 SECONDS OR UNTIL APPROVAL AN INITIAL SET TAKES PLACE 3.1.2 TAKE NECESSARY MEASURES TO ENSURE THAT VEHICULAR TRAFFIC OR OTHER ACTIVITIES WHICH MAY CAUSE SOIL COMPACTION ARE STEP 11. WIPE THE EXCESS CEMENT FROM THE SOCKET. A PROPERLY PROHIBITED FROM DAMAGING THE INFILTRATION AREA. ANY DAMAGE TO CEMENTED JOINT SHOULD SHOW A BEAD OF SOLVENT CEMENT AROUND THE ENTIRE CIRCUMFERENCE OF THE CASING WHERE IT MEETS THE THE INFILTRATION AREA WILL BE REPAIRED IN A MANNER ACCEPTABLE TO THE ENGINEER AT THE CONTRACTOR'S EXPENSE. SOCKET' 3.1.3 THE ELEVATION OF EACH CELL BOTTOM IS PROVIDED ON THE STEP 12. TO INSURE A STRONG BOND, A JOINT SHOULD REMAIN UNDISTURBED UNTIL AN INITIAL SET IS PEACHED (TABLE 1). PLANS. LATERAL CELLS SHALL BE EXCAVATED LEVEL AT THE SPECIFIED ELEVATION. 3.1.4 IF SOIL SMEARING OCCURS, WORK SHALL CEASE UNTIL THE SOIL TABLE 1. SOLVENT CEMENTING OF BELLED END CASING - APPROXIMATE DRIES SUFFICIENTLY. SMEARED SOIL SHALL BE REPAIRED IN A MANNER INITIAL SET TIMES* ACCEPTABLE TO THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 3.2 PRESSURE NETWORK CONSTRUCTION 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 *DEVELOPMENT OF FULL OPERATING STRENGTH REQUIRES CURE PERIODS WITH ASTM D2855, STANDARD PRACTICE FOR MAKING SOLVENT -CEMENTED ABOUT TEN TIMES LONGER THAN SHOWN BY THIS TABLE. JOINTS WITH PVC PIPE AND FITTINGS. PRIMER USED SHALL IMPART A SALIENT COLORATION. ANY SOLVENT CEMENTED JOINT NOT EXHIBITING 3.4 CHAMBER INSTALLATION SUCH COLORATION SHALL BE REJECTED BY THE ENGINEER AND REPLACED AT THE CONTRACTOR'S EXPENSE. (SEE SECTION 3.3 PREPARATION OF PIPE 3.4.1 INFILTRATOR CHAMBERS, STANDARD CAPACITY, SHALL BE USED TO SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE). COVER THE LATERALS. 3.2.3 CONSTRUCT THE FORCE MAIN AS SHOWN ON THE PLANS FOR EACH 3.4.2 USING A HOLE SAW, CUT ONE HOLE IN EACH END PLATE. THE INFILTRATION CELL TRENCHING, EXCAVATION, AND BEDDING SHALL BE IN HOLE SHALL BE SIZED SO THAT LATERALS PASS WITH LESS THAN 1/4 ACCORDANCE WITH SECTION 02221 TRENCH EXCAVATION AND BACKFILL INCH OF CLEARANCE. FOR PIPELINES & APPURTENANT STRUCTURES, OF THESE SPECIFICATIONS. FORCEMAIN SHALL NOT BE BACKFILLED WITH STONES LARGER THAN 3 3.4.3 AN END CAP SHALL BE SECURED TO THE FIRST CHAMBER WITH 4 INCHES. SELF DRILLING SCREWS. THE DISTRIBUTION LATERAL SHALL PASS THROUGH THE HOLE 1N THE END CAP AND THE CAP SHALL BE RETAINED 3.2.4 CONSTRUCT MANIFOLD AND LATERALS AS SHOWN ON THE PLANS. BY A SUP X SUP COUPLING ON THE LATERAL 3.2.5 LATERAL ORIFICES ARE TO BE 3/16 INCH DIAMETER. ORIFICES 3.4.4 THE DISTRIBUTION LATERAL SHALL BE SUSPENDED FROM THE SHALL BE DRILLED ON THE TOP OF THE PIPE EXCEPT THAT EVERY FIFTH CHAMBER USING PLASTIC 'ZIP' TIES. ORIFICE SHALL BE DRILLED ON THE UNDER SIDE OF THE PIPE TO ALLOW FOR DRAINAGE. THE FIRST ORIFICE SHALL BE DRILLED 18 INCHES FROM 3.4.5 STARTING FROM THE FIRST CHAMBER, ADD ADDITIONAL CHAMBERS THE BEGINNING OF THE LATERAL ORIFICES ARE TO BE DRILLED IN A DOWN THE LENGTH OF THE LATERAL. FULLY ENGAGING INTERLOCKS AND MANNER THAT MINIMIZES DEVIATION FROM SPECIFIED DIAMETER AND SECURING WITH 4 SELF DRILLING SCREWS. SPLASH PLATES SHALL BE MAINTAINS A SHARP EDGE ALL BURRS, CUTTINGS AND/OR OTHER INSTALLED BELOW ALL DOWNWARD POINTING ORIFICES. DISTRIBUTION MATERIAL ARE TO BE REMOVED FROM WITHIN AND AROUND EACH ORIFICE LATERALS SHALL BE SECURED TO EACW CHAMBER. WITHOUT DAMAGING THE ORIFICE 3.4.6 AFTER THE LAST CHAMBER IS INSTALLED, SECURE AN END CAP 3.2.6 FLUSHING ASSEMBLIES SHALL BE CONSTRUCTED ACCORDING TO TO THE LAST CHAMBER WITH 4 SELF CRIWNG SCREWS. THE DISTRIBUTION PLANS. ALL FLUSHING VALVES SHALL BE OPEN. LATERAL, AND FLUSHING LINE SHALL PASS THROUGH HOLES IN THE END CAP AND THE CAP SHALL BE RETAINED BY A SUP X SUP COUPLING ON 3.2.7 THE DISTRIBUTION NETWORK SYSTEM SHALL BE CONSTRUCTED ON THE LATERAL THE BOTTOM OF THE CELLS. 3.4.7 BACKFILL CHAMBERS, MANIFOLE AND RISERS CAREFULLY WITH 3.2.8 EACH LATERAL IS TO BE COVERED AND SECURED TO THE NATIVE SOIL AS SHOWN ON THE PLANS CHAMBERS IN THE CELLS BEFORE FINAL BACKFILLING AS SHOWN ON THE PLANS (SEE SECTION 3.5 CHAMBER INSTALLATION). ONCE THE SYSTEM 3.5 PRESSURE TESTINGISYSTEM PURGING HAS BEEN COVERED. IT SHALL BE PURGED AND PRESSURE TESTED, (SEE SECTION 3.4 PRESSURE TESTING/SYSTEM PURGING), AND APPROVED BY 3.5.1 PRESSURE TESTING/SYSTEM PUFUNG THE ENGINEER. ONCE THE SYSTEM HAS BEEN CONSTRUCTED TO THE POINT OF TESTING 3.2.9 EVERY PRECAUTION SHALL BE TAKEN TO PREVENT FOREIGN AND PURGING, THE SYSTEM IS TO BE PURGED AND PRESSURE TESTED IN MATERIAL FROM ENTERING THE PIPE WHILE IT 1S BEING INSTALLED. AT THE PRESENCE OF THE ENGINEER USING THE FOLLOWING PROCEDURE. TIMES WHEN PIPE LAYING IS NOT 1N PROGRESS, THE OPEN ENDS OF PIPE SHALL BE CLOSED BY A PLUG OR OTHER MEANS APPROVED BY THE 1. FILL THE DOSE TANK WITH CLEAN PATER. ENGINEER. THE CONTRACTOR SHALL CLEAN AND REMOVE ALL DEBRIS T'r1AT HAS ENTERED THE LINES IN HE PROCESS OF CONSTRUCTION. AN 2. BE CERTAIN ALL FLUSHING VALVES ARE OPEN. FOREIGN MATERIAL REMAINING IN THE DISTRIBUTION SYSTEM AFTER CONSTRUCTION SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. 3. FILL THE DOSE TA"iK TO THE LEVEL WHICH ACTIVATES ',THE DRAINFIELD PUMP(S) AND ALLOW THE LATERALS TC PURGE. REPEAT UNTIL ALL 13 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE FOREIGN OBJECTS HAVE BEEN DISCHARGM FROM THE FORCE MAIN AND LATERALS JOINING PLASTIC CASING IS A RELATIVELY SIMPLE PROCESS, BUT THE INTEGRITY OF THE JOINT WILL BE A FUNCTION OF THE THOROUGHNESS OF 4. DRILL 3/16' ORIFICE IN THE CLEAUNT CAP OF EACH LATERAL THE JOINING TECHNIQUES. THE MATERIALS AND TOOLS REQUIRED INCLUDE (AW A, 1981): 5. FILL THE DOSE CHAMBER TO THE FOINT WHERE THE PUMP(S) ENGAGES. THE ENGINEER SHALL BE PRESENT DURING PRESSURE TESTING 1. A FINE-TOOTHED SAW OF THE INFILTRATION CELLS, TO MEASIRE THE DIFFERENCE IN DISCHARGE 2. A MITRE BOX IN THE LATERAL ENDS. 3. A SMALL KNIFE, FILE, OR BEVELING TOOL 4. FINE-GRAINED, ABRASIVE PAPER 6. REPLACE CLEANOUT CAP ON EACH LATERAL WITH NEW, UNDRILLED 5. CLEAN, DRY CLOTH OR PAPER TOWEL CAPS. 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 design Criteria fIraini F dIifKLa Facil4: 6olf Course fraininq Fac!14 and Privinq Vange Wastewater 6enerat ion: ( 4 sinks X �?O gallons per sink per dau 2 toilets X I50 gallons per toilet per dale + I golf ball washer X 2 gallons per dau per golf 6 all washer) X I50% Peakinq Factor- 753 gallons/ da4 Adequate Septic fank Size ( to provide 30 hour retention time) : 753 gallons per daq/ 2 hours per dale= 51,4 gallons per hour �1.4 gallons per hour X 30 hour retention time-942 gallons Septic Tank Size in pesign: 1000 gallons - Absorption Area: 75�i gallons per dale/ 0.6 gallons per day{ per sq. ft, -125 5 sq. ft. A65orption Area Credit for Chambers: 125 5 sq. ft, -C 125 5 X 50 % ) 627.5 sq, ft. Absorption Area Credit for nosing: 627.5 sq, ft. -(627,5 X 25% ) 470.625 sal, ft, Vequired Absorption 5g5tem: 470.625 5q, ft, Chambers Fequired: 470,625 sq, ft,/ 15,5 sq, ft. per chamber- 50,36 chambers Absorption 5gstem Lagout: laterals at 68.75 feet lornq C I I chambers each) Absorption Area Achieved: 511.5 sq, ft. Red Sky Ranch Training Facility System h-Q Curve 30 27 7k . 24 - Puunp Operating Point i 21 18 s 15 12 'ice 9 �t. 1 � 6 3 0 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 A -A ) system Carve - - - SP40 _ QG7f �W�QZ � orrzoZ- tF'co � �cz Ln tn�_ U E w w O - �wtn oWo$azzw I ( f 5vr La D RF f(�y Q O ■rrr���' i wv�=W W C O W _0 Ij I II ff� 1MaliI N m iLl i 1 I ` ill 40 Coll IlCE 5 LO - m a0J �1 0 N co QCEO 0 Riot 1 1 :I a} E i I O 1< i WE �Ii1' i C IAll CE, I F ii i ©' 111 1 U i Q � E ,-4 Lil�' iLj 1 i Is - ,¢ i�l Q I i iiI II mill ! i 1 - III 1 a I A I f I 1 ft f E I F 20 10 0 20 40 i 60 80 SCALE 1'= 20' CONTOUR INTERVAL: 2 FEET LEGEND TYPICAL UNITE SYSTEM LAYOUT • ° CLEAN Olt O PERCOLATDN TEST *# WATER SLPPLY SYSTEM PROPOSEDLARGE ELECTRIC VAULT UM1-35L EV PROPOSED SMALL ELECTRIC VAULT UM-30R PROPOSEE ELECTRIC TRANSFORMER UM1-13S n PROPOSE[ ELECTRIC SWITCHGEAR UM1-35 EXISTING tLEPHONE PEDESTAL i PROPOSECTELEPHONE DLC PROPOSEECENTURYTEL TELEPHONE VAULT � VA PROPOSEEVA TELEPHONE VAULT PROPOSEDIELEPHONE HANDHOLE PROPOSED ELECTRIC SERVICE STUB PROPOSED TELEPHONE SERVICE STUB EXISTING CVERHEAD ELECTRIC — E EE IM E EE iX — PROPOSED BURIED ELECTRIC MAIN —' °� °� — °� °� °E — PROPOSED JOINT TRENCH — PJT - P3r PIT — PJT — PJT PIT — PROPOSED TELEPHONE FIBER OPTIC — PROPOSED GAS REGULATOR STATION PROPOSED 2' GAS SERVICE STUB a PROPOSED 4' GAS LINE —w` M4 M4 M4 M4 M4— PROPOSED V GAS SERVICE —`"W ''W PG6 P� WA"W— a w N 0 N N Z Ir ®E ACO. O a Z Z N W a a Z o O z O Z- Q N w U Of 2- �o$Qzzw v' �-, , Z�Lc. c. o�mzo0 �1w>-rna= a- :E cn m o Z LLJ wzcC,>i�iW2 w�w�OwF- 1 a a Q w. 0 °o 3 1112 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. 2054-00 BP NO. 13499 OWNER: VAIL RESORTS DEVELOPMENT COMPANY PHONE: 970-845-2528 MAILING ADDRESS: P.O. BOX 959, AVON, CO 81620 APPLICANT: JAMIE PAPAS PHONE: 970-845-2528 SYSTEM LOCATION: RED SKY RANCH GOLF COURSE EAST MAINTENANCE BUILDING TAX PARCEL NO. 1941-221-00-016 LICENSED INSTALLER: VAIL RESORTS DEVELOPMENT CO., JAMIE PAPAS LICENSE NO.17-01 PHONE: 970-845-2528 DESIGN ENGINEER: FLUIDYNE ENGINEERING, THOMAS KALLENBACH PHONE NO. 888-406-2289 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE GOLF COURSE MAINTENANCE BUILDING 2500 GALLON CONCRETE SEPTIC TANK, 1000 GALLON DOSING TANK AND D-NITE UNIT WITH A TREATMENT CAPACITY OF 1 LB. BOD5/DAY AND 1575 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 40 STANDARD INFILTRATOR CHAMBERS, AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL EXACTLY AS DEPICTED ON THE ENGINEER'S DRAWINGS STAMPED AND DATED 2/7/01. INSTALL THE LEACH FIELD IN A DOSED TRENCH CONFIGURATION. INSTALL A CLEANOUT BETWEEN THE SEPTIC TANK AND THE BUILDING, AND INSPECTION PORTALS IN EACH TRENCH. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS, AND DO NOT INSTALL IN WET WEATHER. THE ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. DO NOT BACK FILL ANY PART OF THE INSTALLATION UNTIL THE ENGINEER HAS INSPECTED AND APPROVED IT. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: DATE: FEBRUARY 22, 2001 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH AL�REQL,��UNTY DIVIDUAL 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: 15 7 5 SQUARE FEET (VIA 40 INFILTRATOR UNITS ) INSTALLED CONCRETE SEPTI CrANK.2 5 0 0 GALLONS IS LOCATED DEGREES AND 8 0 FEET INCHES FROM THE CLEANOUT ON THE NORTH SIDE OF THE BUILDING. SEE AS BUILTS COMMENTS: ENGINEER'S FINAL CERTIFICATION AND AS BUILT DRAWINGS RECEIVED ON 1-4-02 ANY ITEM NOT MEETING REQUIREMENTS WILL BE C CT EF AL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL - DATE: FEBRUARY 6, 2 0 0 2 Inuomplete'APPlieations Will NOT Be iccepted (Site Man MUST be attached) $SD6 Permit 940 mil.ding Permit APPLICATION FOR INDIVIDUAL i3MMGE DISPGBAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE,- EAGLE COUNTY P. 0. BOX L79 EAGLES CO 81631 328-8755/9271.3823 (Basalt) * PERMIT APPLICATION FEE $150.00 PERCOLATIGN TEST FEE $200.00 * MAKE ALL REMITTANCE PAYABI.B �P: REAGLE COMM TP.EhSURERn } pRQpM= pyNEg: VAIL RESORTS DEVELOPMENT COMPANY MAILING ADDRESS: PO BOX 959, AVON, CO 81620 PRONE: 845-2528 APPLICANT%CONTACT' PERSON: JAMIE PAPPAS PHONE: LICENSED SYSTEMS CONTRACTOR: *&A, R �S D �PH91NNX6-3788 COMPANY/DSA: A TI ADbF.ESs: PO BOX 1384 0� - " - PERMIT APPLICATION IS FOR: VA NEW INSTALLATION (j ALTEPATYON ( ) REPAZFt LOCATION OF PROPOSRn INDIVIDt1AL SEWAGE DISPOSAL SYSTEM: Legal Description: RED SKY RANCH SUBDIVISION SEC.22 TW4-S-R83W Tax Parcel Number: 1941221-00016 Lot Size: . Physical Address: 1.1 mile south off I-70 @ Red Sky Ranch Golf Course East Maintenance Building BUILDING TYPE:, (Check applicable category) ( ) Residential/Single Family Number of Bedrooms ( j Res dentia.1/Multi-Family* Number of Bedrooms _ (Xj Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) ( ) will ( ) Spring ( ) Surface (Y4 Public/ Name of Supplier: *These sysrt�— require by a Registered I Professional -Engineer i SIGNATURE: ✓ �' - Date: %jL 160 V r �I I - AMOUNT • PAID: � RECEIPT �` : � � � � � DATE: 1 l Wn CHECK if CASHIER: -- - L l! 1 1L7 T N - - -t - scIentIsts - Enpinears - Inventors Date el M,,, 2 1 Ol. Number of pages including cover sheet To: Roy Ne"kAy. Subject: From: -rffDi4R.S :i K*v-bA tmcg Fluidyne, Inc. Phone 9 ?0 -,2 - Phone (406) 586-2289 Fax Phone Fax Phone (406) 586-2336 CC: MARKS: [] Urgent ❑ For your review ❑ Reply ASAP ❑ Please comment TAe 4 0ACY d PRA Wi/y 4h . MOW Tw �Z6' 0 6,f//sue 1"**'k IZ QVlR6# Foie -rit f �k�rT' • �� `�vv,9i?E /hr N,6d,0 PX Pv ATWIC IJV�dr�MA�'? �h I�It�3� Cox�!`f#�r rJS. CONFIOC14TIALITY NOTICE: This document contains information which is legally privileged. The information is intended for the use of the named recipient, if you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this information except its direct delivery to the Intended recipient is strictly prohibited. if you have received this In error, please notify us immediately by telephone to arrange for return at the document to us. TAN-23-2001 TUE 12:34PM ID:EAGLE COUNTY ENV HEALTH PAGE:1 .y 124 Cleanout ho Over Baffle Is Is Standard On 4,000 Callon & Larger. 7 -aft STD 8 '-' O" STD 24" 24' ` 8" r„ � 1, " 6 1-011 7 1_211 4" !_411 . -................................ irr • •.........� T_*-----�-A *-------" B Notes: * Dimensions & Weights Page 89A Poured With Monolithic Bottom. Reinforcement: Waits & Bottom-- #4 @ 12" Q.C.E.W. Cover-- �#5 0 8" O.C. E. W., ##5 Diagonally Around Holes Baf fed Height & Location Of Holes Per Local Code For Each Installation, Installation Of Pipe Should Be According To Local Code. Secondary Compartment Has A Volume Equal To 113 Of Total Volume. 4000 P.S.I. Minimum. Strength Type 11 Concrete. All Tanks Are Made For H-20 Copeland ises Inc. 904 Sou* th Lipari Denver, CO 80223_ 2000 To 5000 GalIon �I Crease 1n1¢rcepior, Dravting Page 89 , JAN-23-2001 TUE 12:35PM ID:EAGLE COUNTY ENV HEALTH PAGE:2 Dimensions & Weights For Page 89 I i rr� . r ►r t �r N , .•OF Copeland Enterprises Inc. 2000 To 5000 Gattan 904 South Lipan* Grease Interceptors Denver, CO 80223 1 Drawing Page.89A l JAN-23-2001 TUE 12:35PM ID:EACLE COUNTY ENV HEALTH PAGE:3 Memorandum To: Ray Merry CC: Jamie Pappas From: Thomas J. Kallenbach, P.E. Date: January 2, 2001 Re: East Maintenance Facility Ray: Based upon our most recent phone conversation, I am proposing a modification to the above referenced submittal. The details of the change are presented below and will result in one absorption trench being added to the three trenches currently shown on the plans. Basis: 45 transient employees and a 5 employee boarding house = 50 employees . Transient employees account for 15 gal/day each: 45*15 = 675 Employees provided with room generate 75 gal/day each: 5*75=375 Total daily wastewater flowrate: 675+375=1050 gal/day Maximum wastewater flow: 1050 * 150%=1575 gal/day Treated wastewater gravel application rate: 1 gal/(ft^2 * day) ( 1575 ft" of gravel drainfield. Infiltrator reduction: 50%: 1575 — (1575*0.50)=787.5 ft^2 Reduction for dosing 25%: 787.5-(787.5*0.25)=590.6 ft^2 Number of standard infiltrator chambers needed: 590.6/15.5=38.1=38 ISDS Configuration: 1500 gallon septic tank F V n •� 1000 gallon dose tank F Pressure dosed drainfield 613�" I square feet of absorption trench ;...... ........ #V% nae►06�. 38 standard infiltrator chambers Ray, I think this is the configuration we discussed. If I have forgotten anything, please let me know. Thank you F L U I D Y N E Scientists - Engineers - Inventors November 6, 2000 Maintenance Building Individual Septic and Disposal System Design Report Introduction Vail Rescrts Development Company is in the process of developing Red Sky Ranch, a planned community consisting of 87 residential lots and fi'Vo championship golf courses in Eagle County, Colorado. Additionally, the community will host two clubhouses and several small maintenance related facilities. The purpose of this report is to provide site and engi ,eering data necessary to obtain a permit to construct an individual septic and disposal system (ISDS) proposed to serve a maintenance facility. A permit to construct an ISDS for the other maintenance facility was issued in October of 2000. Description of Facility The proposed ISDS will provide wastewater disposal for a golf cart maintenance building located in the northwest quadrant of the east.side of Red Sky Ranch. Ir addition, the facility will provide a managers office and break room. An interior layout is included with this proposal. The facility will accommodate a men's and women's restroom accessible only to operatior-,s and maintenance personnel, it will not be available for use by the general public. Wastewater Generation It is assumed a maximum of 25 employees will staff the facility USEPA has determined a realistic estimate of wastewater production for this type of facility is 15 gaiions per employee per day for a total of 375 gallons per day (GPD). However, as described below, the system has been designed to handle flowrates exceeding this predicted daily maximum. Site Information Sr.,eet C4.3 provides pertinent site information such as layout of the proposed ISDS, topography, separation distances from property boundaries, surface water, roads, etc. During she course of field investigation at Red Sky Ranch, 40 soil pits have been opened end examined. All pits have been greater than eight feet deep with many excavates? beyond 9 feet. The soils investigation has resulted in a detailed log of each soil horizon in every pit describing physical, textural and cher'.!,;al characteristics. Each pit was individually evaluated for depth to groundwater, depth to bedrock and suitability for utilization as a wastewater treatment and disposal medium. A soil pit was opened in the area of the proposed ISDS location, it's location is shown on the site plan. Table 1 presents the soil log for the pit. Table 1. Soil Profile Data Pit No.: 310 Client Name: Red Sky Ranch Job No.: 91039 Lot No.: 1 Location: Maintenance facility d/f Date: 6/10/00 Horizon Depth Thickness Texture Color RXN CF°o Mottled Roots S ru ture A 0-16" 16 clay loam 7.5YR 4/3 0 0% No Yes med coarse blocky Bt 16-33" 19 clay loam 7AYR 4/2 0 0% No Yes strong coarse prismatic Bt2 33-51" 16 clay loam 2.5YR 4/3 3** 0% No Yes to 36" med coarse prismatic C1 51-90" 39 loam 2.5YR4/3 1** *40% No No structurless Estimated Depth To Seasonal High Groundwater Water Observed in Test Pit At Percolation Test Hole Depth Maximum Absorption System Depth Was Client Present During Soil Profiling? Distance To Neighboring Wells Distance To Neighboring Septic Systems Samples Collected? >90 Notes: *C horizon has large rocks & boulders deeper soil away from edge of slope. **Bt2 has white deposits of calcium. Upper soil is good, rocks in C are not hydraulically limiting. Bt horizons could smear if wet. RXN Scale: Mild = 1 Vigorous = 3 Moderate = 2 Violent = 4 No Pit #9 is similar to other pits examined and displays characteristics found at most locations. In general, soils at Red Sky Ranch display gentle to moderate slope, north aspect, loams in the upper horizons grading to clay loams with depth, acidic conditions, moderate percolation rates and good root penetration. Further, bedrock is generally below the limit of the excavation and there is no indication of a groundwater table to the depth of the pit. Methods employed in the depth to groundwater assessment have been detailed in a previous submittal to Eagle County and are incorporated here by reference. Absorption field area was determined by soil type and with percolation tests conducted in similar soil at various locations. Calculated application rate is 0.76 gal/(daffy*ft2). F L U I D Y N E Scientists • Engineers - Inventors System Design As described above, the projected maximum daily wastewater flow is 375 GPD. Utilization of common and readily available components, however, results in a system capable of handling flows far in excess of the predicted value. Furthermore, because the soil survey identified commonality among soils across the site, it was decided that ISDS design could make use of this fact by, where applicable, utilizing a,common set of components. Personnel charged with the responsibility of inspecting and maintaining the systems will find it easier to verify operation and identify malfunctions if the systems are similar in design. In pursuit of these goals, a design flow of 375 GPD is analyzed. Sheet C3.013 provides engineering details of the proposed system. A hydraulic analysis is provided at the end of this report. The hydi:aulic analysis shows the system will discharge 41 gal/min and maintain a minimum of 2.5 psi at the most distant orifice. Discharge variation across the entire piping network will be 2.4%, well below the generally accepted maximum variation of 10%. A low difference in orifice discharge indicates a uniform application rate and even dispersion of effluent. The system, at design flow, will discharge four, 94 gallon doses per day resulting in a application rate of 0.19 gallons per dose per ft2. Absorption trenches are proposed to be constructed with Infiltrator chambers. A control panel equipped with audible and visual high water alarm, elapsed time meter, event counter and manual override switch will be installed in the facility mechanical room. fa�F4��� _j -33 n ` NAL �M� F L U 5 c i e n t i s t s D Y N E Engineers • Inventors Feb-23-01 11:14am From-COM DEV 970328TIO5 T-520 P.01/01 F-726 V A I L RE 5 0 R T s D E V E L 0 P M a N i C 0 M P A N Y iCONSTRUCTION DEPARTMENT Fcbrwry 16, 2001 I&, Rory Ewerhng gaglc County iapart=cnt of Commumity Davelop=m W Broadway Eagle, 00 81631 RE: REIN SKY RAN C H MAINTENANCE BIUDIING This letter is in xom= tsr our wnvtmtion this aft Qa rcgat Cling t% abuw•€a=doned biffi ft pwidt. For Vadous reasons Vail TA=rts De^velop=nt Compmay (VR.DC) has decided 10 remove the ego aparr ut =a form the Kai tc ax=1.3Wding. VRDC has di and du wntr=or and engineer (7 Wm Mendel Alma Const mtlm atd S&xhueser Gordon Meyer bc.) respoci!Wy to';l H inmts all refm=ms to the aparmms, A=hitecma4 .9wwturel, and Mechanical. Thm is no itmoW= W build the apar=mts in the #abxe. Plows contaa = witli any cvmtlr ents as concerns you may hm. �inceiely, � r A Ogg Wlumnk Vail Rewrts Develop nt Co-itMy Project Mir VAi, Rffka 4 fil Veit Resorts Darslopmont Company - IN iieaclarArk IloW - PqA Ont%-V Tj,tx 059 - Avon, Colorado $1420-a9S9 - (97C;) 84.3-2P$0 - fax (970) $4S-3358 - wwwmaw.com Veil • 18r.m1 mrldoo • Xg4tOI%0- Ddaver Cmak' - Hachtrlur Ge3uh' - A.roowhead I F L U I D Y N E Scientists - Engineers • Inventors March 19, 2001 Mr. Ray Merry, Director Eagle County Department of Environmental Health 500 Broadway PO Box 179 Eagle, CO 81631 Subject: Red Sky Ranch, Maintenance Facility ISDS permit Dear Ray: Regarding the above referenced facility, it is necessary to effect a modification to the approved plans and specifications. The change being requested is minor in scope, however it is necessary that you be informed whenever construction deviates from conditions of approval. Therefore, please accept this letter as a formal request to modify Permit Number 2054-00. A decision was made by the owner to lower the floor elevation of the building to balance the earthwork. When I was contacted about this modification my main concern was that the absorption area was not to be disturbed. As work proceeded the contractor did, in fact, disturb 12 to 18 inches of the absorption field. I think the permitted design will function adequately if we first continue to excavate until a total of four feet of soil has been removed, then backfill with clean, medium coarse sand. When the absorption field area is returned to original grade, the piping system and Infiltrator chambers can be installed on the sand. Finally we will install a loam topsoil cap and adequately seed/sod the disturbed area to insure a healthy vegetative mat. Precautions will be taken to reduce erosion by water and/or wind. Once completed, the system will appear exactly as shown on the approved plans. I will be onsite during construction and will sign and seal a set of record drawings documenting the final product. Please let me know if this letter is sufficient for your needs. Sin erely, Thomas J. Kallenbach, P.E. F L U I D Y N E Scientists - Engineers - Inventors January 4, 2002 Eagle County Environmental Health Attention: Ray Merry Subject: Red Sky Ranch, Maintenance Facility Dear Ray: Please accept this letter as confirmation of completion of the individual septic and disposal system.serving Red Sky Ranch, Maintenance Facility. As you recall, the system was modified from its original design to overcome damage to the natural soil. Periodic construction inspections and a final on -site inspection have been conducted to insure compliance with the conditions of the permit. A pressure test of the system and tightness test of the tanks indicate the system is functioning according to the approved plans and specifications. Enclosed please find a copy of the record drawings providing details of the system as installed. If I -can answer any questions please call me at your convenience. Sincerely, Thomas J. Kallenbach, P.E. c. Jamie Pappas DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO February 6, 2002 Vail Resorts Development Attn: Jamie Papas P.O. Box 959 Avon, CO 81620 Raymond P. Merry, REHS Director RE: Final of ISDS Permit 92054-00 Tax Parcel #1941-221-00-016. Property location: Red Sky Ranch East Golf Course Maintenance Facility, Wolcott, CO. Dear Mr. Papas: 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: Informational Brochure Final ISDS Permit cc: files OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 EN 4,4 I � 0 rq- IV< 2054-00 Tax #1941-221-00-016 JOB NAMrz_ Red Sky Ranch Golf VA DEVELOP. Maintenance Building Wolcott JOB NO. � I � I B LOCATION V BILL TO DATE STARTED G J DATE COMPLETED DATE BILLED ll C�nS - ,(�42 t,)-C ^ad L-� 7A416 f s<<�� �`P� you 04, lob �- t� � � S 1 a" f 4 � e Tom, a rev I) C.? ��cs 4 ,s' w ls�� acx, c�,�` �,,,sr��' r., JOB CO_- SUMMARY _fir: TOTAL SELLING PRICE // /_� S Uo 6/.�il-� c,�,-v`ft- s c .s . TOTAL MATERIAL .20 J �" P TOTAL LABOR — ..W J..'j- N. w� - 114 INSURANCE Styo " ,� fi✓h � '�. 3 c�rre�7 -0 00 SALES TAX (�(DAP �%u e •, MISC. COSTS /�� LS t a Y00 C, r,,, c �, w >�� /ODa IL cl ` TOTAL JOB COST / GROSS PROFIT 6OD-v 4� (1 r" % � � LESS OVERHEAD COSTS % OF SELLING PRICE ,,+.NET PROFIT JOB FOLDER PrGduct 278 JOB FOLDER Printed In U.SA 16, l `(� itt�e.urc� Recycled Content 101,6 Post -Consumer � i H EXPLORATORY SOIL PIT WAS OPENED ON 06-21-2000. THE PIT WAS PROFILED AND CLOSED ON THE SAME DAY. SUFFICIENT TIME HAS ELAPSED TO ALLOWS FOR NATURAL CONSOLIDATION OF THE SOIL TO OCCUR AND RETURN TO AN ACCEPTABLE DENSITY. THIS FACT, AND THE 'FACT THE SYSTEM IS TO BE PRESSURE DOSED, WILL ELIMINATE ANY CHANNELING EFFECT THAT MAY OTHERWISE BE I ,,RE ENT. Nk `\\ , !\ \NNN \� \ NN \ \ ' NN \ \ 7 3.20;� k z r \ \ ` \ti \ \ \ `\ IN, ` I ' N , \ - r , 1• R. `b —' \ • / �/ j / cr Ili E / 1 / Lo N IN NN NN 67.12 Ar \ Y PJf Jf PJT PJf PJT PJT PJT P.lJf PJT PJf \ , 7 67.85 \ i o Ir 7 68.95 moo 1 In n In \ KK N, N,MAINTENANCE FACILITY I I l Q LL f I 1 AREA OF DETAIL � 20 0 20 40 60 80 10 . (N. Nam SCALE 1'= 20' CONTOUR INTERVAL: 2 FEET \; � ✓\ , \ w70>1 t l l = 7� t� 11t3 PIT No. 310 HORIZON DEPTH THICKNESS TEXTURE COLOR RXN C.F. % MOTTLED ROOTS STRUCTURE A 0-16 16' CLAY LOAM 7.5 0 0 NO YES MID MR BLOCKY B1 16-33 1T CLAY LOAM 7.5 ir 4 2 0 0 NO YES 5TR CM PRISE IC W 33-51 16' CLAY LOAM 25 4 3 0 NO TO 36' JED MR PRISMATIC Ci 51-90 39' LOAM 25 4 1 40 NO no STulU oBs } B 1 C D E F G A 7' 28" DIA. LID E i D-N TE SYSTEM INRLTRATOR DETAILS - - , r--- -- r--- -- , r--- -- FILTER FABRIC TANDARD INFILTRATOR ! i i r i • r - ;, _ D MIRAFI 140N (OR EQUIVALENT) D (10 AT EACH TRENCH} _ 1 I I ( (TYPICAL ASSEMBLY DETAIL D SHEET C5.2) NITRIFICATION d POWER OWE VENT D- D _ _ _ '--- --- ------�--- ---� 1---- — 14 0 SCH 40 PVC TO SEPTIC TANK p d n 75 I t I { ! I I I i D _ - - � - 1 /2 - 3/4 GRAVEL FILL p' AROUND ENTIRE TANK NOTES: ' r E I 1. TO AVOID DAMAGE TO ISDS COMPONENTS MACHINERY SHALL t I I i NOT BE ALLOWED ON DRAINFIELD OR TANKS.I>' 3- OF 1/2--3/4- GRAVEL, ,GRADED LEVEL D-NRE UST 1 LB BODE / DAY i i i i Ld 1 1/2-0 SCH 40 PVC j FROM DOSE TANK. I t ! 1 1 N. SLOPE TO DRAIN. 1 I I E f C5.2 I ( I t 1 r k 1 { I � • � � { i FINISHED GRADE ELEV 7270.73 i i i i i i ------------------------------_---- -- --- --- ---=- I i t { : t r i l I i e f - - -- ---- --- - - --- - -- - --- -- --- --- --- --- --- --- -- --- IF ' AAA INSULATION ON BOTTOM OF LIDS 28" RISER AND LID IFCO MODEL 773 (FROST (TYP) PROOF) CAST IRON FRAME AND COVER, WATER TIGHT JUNCTION BOX E TAMPER PROOF (TYP) 0 t i F I t I I r ! 1 I Z r : t I t r t I 1 r l ch 1 • Lu VA A . • PVC UNTO � 1 11/2' N y�I 4" SCH 40 PVC RETURN LINE DRILL 3 16 WEEP HOLE A rZ � I� co 2 PVC UNION cn , , , , , i IL -=. • z I I t t I k 11 I FROM D-NITE DRAIN INSTALL SLOPE 1/4- PER FOOT e s s ! 1 1 t I t TEE WITH 12 STUB DOWN/ IN 7265.25 �., '� a 1 1/2-0 SCH 40 PVC ELBOW 1 1 f j - 3 16.0 WEEP HOLE i i i 4 0 SCH 40 PVC ---- --- ----------------------------------- •. ----- r I f ; N k • ---- TO D-NITE UNIT SLOPED TO DRAIN 1 I _ � a0 SCH 40 P 1 1 /2 VC 2 SCH 40 PVC TO 2" THICK EXTRUDED CLOSED CELL, i ► 1 r r j ' = 4"0 SCH 40 PVC FROM LAB. SUBGRADE INSULATION ( ) AIN TYP DRAINFIELD FORCEM I 1 I k i t :. 1.5 - 2% SLOPE --- - - -_ ` 18" BELOW _ _ ' • SLOPED TO DRAIN t - --- i � --- --- 4 f - ; � --- ---� - ! °- LIQUID LEVE N-1 4"0 SCH 40 PVC FROM ° 1 1 1 r I ! E 2"� SCH 40 PVC t } /' ° ALARM ; I 1 I 1 I r m o a o N _ MAINTENANCE FACILITY 1.5 - 2% SLOPE _ _ - DRAINRELDON FLOAT HYDROMATIC SP40 n SWITCH SEWAGE EJECTOR PUMP ! r k r •- 4` DRAINFIFLD OFF PUMP TO DRAINFIELD ! r 4 4- �� 4 I I k I 1 t I i d ! d d ! [ = p-NITS ON L--- ---� 1---- ---1 L-----=�--- --- „ * '°PIGGY -BACK" FLOATS TO ,- i - - F RECIRCULATION PUMP FOR • } ::a o _ LOW WATER CUT-OUT r I { E k r ! .6 N C) s s Q • •� F - I 1 I ! 1 t � a � � s � i _ _• a d i t k r uSy Lu I • '• - -� - - _ a- •ae' _ - >: •t' - - v e r - I i ; ! r r i Llj � Z Z Z _ i 1 1 i 1 I r F O 0 0 ir 4 m .- HYDROMATIC OSP 33 .. , , . _ _ _ //�/i��ii\�/i��ii��ii��ii�/ice/i��/\�/\�/ i A •=' -' = - - --- ---A k--- — — — - -- ---� F--- ---� -- _•.y. ! -: _' = - - :. A. - A. -• / / /\/\/\\/\\\ SUBMERSIBLE EFFLUENT i I I r t 1 r = d -• \\ k I 1 1 ! I I I -. \ \ \/ PUMP TO D-NITE UNIT WiL1VY ZM CONC 1GDOM TAW i i i i i i i ! ►I0 =�II LSQO C�aALLON PRECAST C���'RETE DUAL TANK BEDDING IN ACCORDANCE WITH MANUFACTURER D� !iAIL COWAMMUff SEPTIC TAWRECOMMENDATIONS. C51 SCALE: 3/4"=1' POWER VENT I 4"0 SCH. 40 PVC RETURN LINE I I TO SEPTIC TANK r--- ---i r--- - - - r----i--- --- f D-NITE UNIT i i i i i It l I I r - B TRENCH FOR D-NITE RERIM LINE TO SEPTIC TANK D 1 1/2 0 SCH. 40 PVC C) o DOSE LINE FROM DOSE TANKr- I 1 = m I t i ! t I ' L { Fill D 1 1 M t I N t 1 r -- I i , I j J Ilk �--- --- i--- ---� --- f n m `--- --- L : I HYDROMATIC OSP33 SUBMERSIBLE i f II t I I Q I _ PUMP \ i' I I ILL LLI E I W HYDROMATIC SP 40 SEWAGE > EJECTOR I s W 4" MAIN RAW SEWAGE LINE — — Q • 'i \ - f r _ FROM MAINTENANCE FACILITY 41000 GALLO ECAST CONCRETE DOSE TANK I 1 I� I = O I L I 4 CLEAN GRAVEL r + ; i OR SAND 2500 GALLON PRECAST CONCRETE SEPTIC TANK _ w e =t� ` - -"'s;• r..:' 4' CLEAN GRAVEL O j Z •� = - - OR SAND I DETAIL �/�// UNDISTURBED .SOIL i 1 � i,ll I 1 - DETAIL , ®; C51 SCALE: 3/4"=1' . it ';� 1 1 /2'� SCH 40 PVC LATERAL i � CS.Q SCALE: 1 /4 =1 _ f � ' 1 1/2-0 SCH 40 PVC LATERAL TO 1 1/2"+3 SCH 40 PVC I REDUCING COUPLER REDUCING BUSHING I 2' TO 1 1/2-0 SCH 40 PVC , = - 2"0 SCH 40 PVC FORCEMAN �. I I I (2) 2-0 SCH 40 PVC 90- FITTING � �0 £�/s " SCH 40 PVC ELBOW !� 2"0 SCH 40 PVC FORCEMAN 2 FROM DOSE TANK y ••« 2A0 SCH 40 PVC MANIFOLD 2" 0 SCH 40 PVC TEE 2m RECORD DRAWING 2'°� SCH 40 PVC MANIFOLD �,� FS��ONA L 4 i : r DIMENSSION� ARE APPROXIMATE TOP VIEW OF MANIFOLD AND LkT—ffX TOP VIEW OF MANIFOLD, FORCEMAN AND LATERAL 1 I r 1 A B C D E INHURATOR INSTALLATION FORCEMM TRENCH THREADED CAP APPROX. 1' BELOW AT ROAD CROSSING AND UNDER PAVED SURFACES SURFACE MARKED WITH A PIECE OF #4 #4 REBAR, FOR REBAR, FOR LOCATION W/ METAL LOCATION w/ SUBGRADE OR GROUND DETECTOR, (REBAR IS APPROX. 2" METAL DETECTOR + + + { + + + + SURFACE - BELOW FINISHED GRADE) f 6"0 CIRCULAR VALVE BOX (ORBIT PART /\ ++{+i + r + / NO. 53021 OR EQUIVALENT) OVER + + ++++++ 1 - FLUSHING VALVE. 6"0 PIPE EXTEND +'r'+'+'+'r'+'+'i'+ 1 - THREADED GAP i VALVE BOXS FLUSH WITH FINISHED GRADE +++++++'+++++'++++,+ + + +•++ ++++++++++ ,+' ' INSTALL DETECTABLE THREADED UNION WARNING TAPE 18 j +{+MAX. DEPTH++++ \\ \\ 45' BEND " 1 1/2 TEE " " TYPE A OR B _ - - TRENCH BACKFILL , + + + + + + ♦ ++++++i++++ 2" SUBGRADE + + + + j INSULATION + LAST ORIFICE POINTED DOWN (6:00). PIPE BEDDING f IMPORTED 3/4' MINUS - Z SELECT BEDDING MATERIAL PLACED IN 6' MAX LIFTS I 1 1 /2' FLUSHING VALVE & COMPACTED TO 95% o 0 0 I CLOSED DURING NORMAL 6"0 PVCFOR IN WITHON PORT / DENSITY ACCORDING TO \/ OPERATION. BOX FLUSH AASHTO T-99. \\ \ \ \ FINISHED GRADE — ONE PER LATERAL 1 1/2.0 SCH 40 PVC SLOTTED I FLUSHING LINE. SLOTS CUT 3/16' WIDE I & 4' O.C. ON BOTTOM DETAIL H DETAIL STANDARD INFILTRATOR END FORCEMAIN TRENCH DETAIL PLATE. 2' HOLE Ta ALLOW f PIPE SUPPORTED BY C51 SCALE: 3/4"=1' C51 SCALE: 3/4"=1' PASAGE OF FLUSHING LINE N, PLASTIC TIE j SPLASH PLATE UNDER j LAST ORIFICE j 1 1 /2'0 SCH. 40 PVC END CAP, INFILTRATOR D DETAIL CHAMBER \ C5.1 SCALE: NTS DRAINFIELD SECTION 7, 7, 7, I IMPORTED SOIL COVER EXISTING GRADE 1 1 /2"0 SCH. - - - - - = - - = - - � � . 40 PVC LATERAL • _ - .V a •_ _ s _ • - . •. • - _ .— . - .. CLEAN SAND _ - - - - . - - - - - - - - -.• - . ,. - - - - - - -- - - Ii I I I I-1 I I1 I I1 I I1 I I-1 �I I-1 I I1 I I-1 I I-1 11=1 11-1 1 11 1 11 i i1111 I I1 I i-11 Ii I I1 I I-1 I I-1 11=1 � 1 i-1 i I-1 1 11 1 11 l Ii I I1 { i1 11=i i 11 1 11 I I-1 i f1 f I-! 11=1 I- 1I I-1 I IIIIII I-III=III1 I I! l I-1 I I1 I I1 I I=I I I`I I IIII-! I I1111 i 11 I IIII1 I I -I I kIIII I I -I I 11 I II 11III1 I I-1 I I1 ! IIII-1 I I-1 I IIII-1 I IIII1 I I-! 11 UNDISTURBED SOIL I_III111III1 I IIII1 I i-IIIIII-11111 IE9 I I-1 I II I I -I I II I I -I I II ! IIIII I II I !IIIi I I-1 I I -I I I-1 I II I l-I I I1 I I -III -I I -I I IIIIIIIIIIIII-III-I i 1-1111 I I=111111-111-1 11=1 I I=1 N1 I I-1 I I-i 11-111=1 I I1 l i1 I I-111-1 l i-1 I I111-1 11=1 I I-1 11i 11-111- 111-1 11-1 I I-1 11=1 I1=1 11= I I I-1 I I I I=I 119 11=1 I NEI I la I I, - E DETAIL IIIII l C5.1 SCALE: 3/4"=1' f "0 MAIN " CLEAN GRAVEL R SAND " CLEAN GRAVEL R SAND NOTE SEPTIC TANK: 2500 GALLON PRECAST CONCRETE SEPTIC TANK DOSE TANK: 1000 GALLON PRECAST CONCRETE DOSE TANK D-KITE UNIT: PROPRIETARY NITROGEN REMOVAL SYSTEM. SUPPLIED BY FLUlDYNE lnc. USA PATENT No. 5534147 AND No. 5676828 DRAINFIELD PUMP: HYDROMATIC SP40 SEWER EJECTOR PUMP DRAINFIELD PUMP CONTROLS: SJE RHOMBUS SIMPLEX CONTROL PANEL MODEL No. 112, WITH AUDIBLE / VISUAL HIGH WATER ALARM RECIRCULATION PUMP: HYDROMATIC OSP 33 SUBMERSIBLE EFFLUENT PUMP RECIRCULATION PUMP CONTROLS: SUPPLIED BY FLUIDYNE Inc. FORCEMAIN: APPROXIMATELY 30', OF 2"0 SCH 40 PVC PIPE. SLOPED TO DRAIN. MANIFOLD: 2"0 SCH 40 PVC END MANIFOLD 22' IN LENGTH LATERALS: (4) 1 1/2.0 SCH 40 PVC 62.5 LONG PLACED ON 7' CENTERS ORIFICES. (12) 3/16"0 ORIFICES PER LATERAL DRILLED 5'-0" O.C., DRAINFIELD FLOAT ASSEMBLIES: 3 ANCHOR MINI -FLOATS, OR EQUIVALENT 0 a0 ap aP = Fu ` ! s 3 - E Z a 1N1 S O N s g s Ei N 4 ! n LU r o s o a Z5 F 0FE o E 'III � a t • 2 I-vJJ-w 'fax IP1941-221-00-016 JOB NAME Bellyache Ridge Rd.VAIL RESORT Oft JOB NO. ►l� p—� �3�` � Golf Course Restroom Facility ION DATE STARTED r� DATE BILLED I No WmA • BEING AWN I - • ELIE • t ,- IS Mo M - ' A _I. I _st -`ME _SUMMARY� TOTAL SELLING PRICE _■ TOTAL MATERIAL ro • • -� FIEMISC. COSTS -� -■ JOB COST GROSSTOTAL --•FIT_■ SELLINGLESS .- _■ JOB FOW01 Pmdud Va JOB FOLDER wed I° u-a.