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50 Eagle Feather - 194121302003
INDIVIDUAL 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. 2270-03 BUILDING PERMIT NO. BP-15315 OWNER: THREE R VENTURES LLC PHONE: 970-845-2528 MAILING ADDRESS: P.O. BOX 2590, AVON, CO 81620 APPLICANT: THOMAS KALLENBACH PHONE: 406-586-2289 SYSTEM LOCATION: 50 EAGLE FEATHER, WOLCOTT, CO TAX PARCEL NO. 1941-213-02-003 LICENSED INSTALLER:_VAIL RESORTS DEVELOPMENT, JAMIE PAPPAS LICENSE NO. 52-03 PHONE: 970-845-2528 DESIGN ENGINEER: FLUIDYNE ENGINEERING, THOMAS J. KALLENBACH PHONE NO. 1941-213-02-003 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 6 BEDROOM RESIDENCE 2000 GALLON SEPTIC TANK, 1500 GALLON DOSING TANK, ELIMINITE UNIT 2812.5 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 70 INFILTRATOR UNITS, AS PER ENGINEER' S DESIGN DATED APRIL 16 2003 SPECIAL INSTRUCTIONS: INSTALL EXACTLY AS DEPICTED ON FLUIDYNE ENGINEERING'S PLANS, IN SERIAL DISTRIBU- TION IN SHALLOW TRENCHES, WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: RAYMOND P. MERRY DATE: JUNE 11, 2003 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 2000 GALLON CONCRETE SEPTIC TANK AND A 1500 GALLON DOSE TANK WITH ELIMINITE TANK TO 2812.50 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 70 STANDARD INFILTRATOR UNITS AS DEPICTED ON ENGINEER'S DESIGN DATED APRIL 16, 2003 AND ENGINEER'S CERTIFICATION STAMPED SIGNED AND DATED JULY 5, 2005. ANY ITEM NOT MEETING REQUIREMENTS WILL BE WHEN WORK IS COMPLETED. AL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION ENVIRONMENTAL HEALTH APPROVAL f ` / 1 `'SATE: August 31, 2005 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. 2270-03 BUILDING PERMIT NO. OWNER: THREE R VENTURES LLC PHONE: MAILING ADDRESS: P.O. BOX 2590 AVON CO 81620 APPLICANT: THOMAS KALLENBACH PHONE: 406-586-2289 SYSTEM LOCATION: 50 EAGLE FEATHER WOLCOTT, CO TAX PARCEL NO. 1941-213-02-003 LICENSED INSTALLER: VAIL RESORTS DEVELOPMENT, JAMIE PAPPAS LICENSE NO. 52-03 PHONE: 970-845-2528 DESIGN ENGINEER: FLUIDYNE ENGINEERING, THOMAS J. KALLENBACH PHONE NO. 1941-213-02-003 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 6 BEDROOM RESIDENCE 2000 GALLON SEPTIC TANK, 1500 GALLON DOSING TANK ELIMINITE UNIT 2812.5 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 70 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN DATED APRIL 16 2003 SPECIAL INSTRUCTIONS: INSTALL EXACTLY AS DEPICTED ON FLUIDYNE ENGINEERING'S PLANS IN SERIAL DISTRIBU- TION IN SHALLOW TRENCHES WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM H APPROVED. ENVIRONMENTAL HEALTH APPROVA DATE: JUKE 11, 2003 ..-....---...___ .... -. _ . _. _._ . _ _.____...... _....._....... ____. __......_.__..__- 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 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: •• •� � -- WUN I Y tNV HtH 9703288788 TO.914065862335 P • 1 / 1 Incomplete Applications Will NOT Be Accepted (Site -Plan MUST be attached) ISDS Permit #`7� Building Permit ## APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P . 0. BOX 179 EAGLE' "'CO," _'.81631 Eagle (970)328-8755, Fax (970)328-0349, El Jebel (970)927-3823 * FEE SCHEDULE * FEE EE * ..- $350.00 * THIS FEE INCLUDES THE ISDS PERMIT,. 'SITE'EVAIUATION-{PERCOLATION TEST, * SOIL PROFILE OBSERVATION) AND FINAL INSPECTION * ADDITIONAL FEES., MAY BE. CHARGED, .IF A • .REINSPECT.ION as. NECESSARY, OR A PRE -CONSTRUCTION' SITE VISIT` OR :CONSI;TATION ;YS'.NEEDEI] * REINSPECTION FEE $47.00, PRE-CONSTgUCTION'SITE VISIT FEE $85.00 * MAKE ALL REMITTANCE PAYABLE TOo :EP,GLE COUNTY.T.R.•EASURER / -1.a, T .. _ , , ... ill .• _ _ PROPERTY OWNER: MAILING ADDRESS: APPLICANT/CONTACT PERSON: LICENSED SYSTEMS CONTRACTOR: PHONE • �� S �`��} PHONE - COMPANY/DBA : V X l ADDRESS: PERMIT APPLICATION IS FOR: NEW INSTAL,ATION {), TERATION ( } REPAIR LOCATION OF PROPOSED INDIVIDUAL. SEWAGE_ DISPOSAL SYSTEM: 47 Legal Description`- Tax Parcel Number: `' j Ot Size: oca Physical Address: �. -� BUILDING TYPE: (Check applicable category) ( Residential/Single Family Number of Bedrooms ( ) Residential/Multi-Family* Nui her of Bedrooms ( ) Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Sprang ( ) Surface ( Public Name of Supplier: APPLICANT SIGNATURE: Date: AMOUNT PAID: �? J RECEIPT # l J DATE: �' D CHECK #: I- CASHIER: a DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eaglecounty.us August 31, 2005 Three R Ventures, LLC P. O. Box 2590 Avon, Colorado 81620-2590 EAGLE COUNTY RAYMOND P. MERRY, REHS Director RE: Final approval of Individual Sewage Disposal System ISDS Permit IS-2270-03; Tax parcel #1941-213-02-003; Property location: 50 Eagle Feather, Wolcott Dear new owner of a private wastewater system, This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Your septic system has been sized to accommodate 6 bedrooms. Enclosed is a copy of this permit to retain for your records. Information about your septic system as well as information about private wells can be accessed through our web site links provided in the Environmental Health Department's page, http://www.eaglecounty.us/envHealth/ Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system. Landscape features, trees with tap roots, irrigation systems and parking areas above the drain field can cause premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. By following a few simple guidelines, like avoiding grease or other additives down the drain and making sure your septic tank is on a pumping schedule, you system has been designed to last for many years. If you have any questions regarding this information, please contact us at (970) 328-8755. Sin rely, Lori Siefers, A inistrative Technician IV cc: ISDS permit folders Chronological folder Ecognitive, Inc. Red Sky Ranch PUD Eagle County Building Department Encl: Final ISDS Permit Copy of the engineer's certification and as -built drawings 500 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 DATE: June 11, 2003 EAGLE COUNTY TO: Vail Resorts Development FROM: Eagle County Department of Environmental Health RAYMOND P. MERRY, REHS Director RE: Individual Sewage Disposal System Permit #2270-03, Tax Parcel # 1941-213-02-003, Property Location: 50 Eagle Feather, Wolcott, CO., Three R Ventures, LLC property. Enclosed is your ISDS Permit #2270-03, and a copy of the engineer's design for this system. The permit 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 invalidate the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this Department. Systems that are 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. Please note that our ISDS Permit specifications are typically minimum requirements only and should be brought to the property owner's attention in case they may wish to install a system capable of handling larger wastewater flows. This permit does not indicate conformance with any 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 us at (970) 328-8755. cc: ISDS file # 2270-03 Fluidyne Engineering, Thomas J. Kallenbach Chrono file June 2003 OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 V A I L R E S O R T S D E V E L O P M E N T C O M P A N Y RECEIVED July 8, 2005 Ray Merry, Director JUL 1 . 2005 Eagle County Environmental Health Dept. PO Box 850 ENVIRONMENTAL 500 Broadway HEALTH DEPARTMENT Eagle Colorado, 81631 RE: Red Sky Ranch Lot 75 Septic inspection, Permit # 2270-03 Dear Ray, This letter is to inform you that the ISDS testing requirements for Red Sky Ranch lot 75 have been completed. Deb DeCrausaz, PE, Vail Resorts Development Company, performed the water tightness and squirt tests as directed by Fluidyne. I have included a copy of the letter from Deb explaining the test results. Water Tightness test, Septic and dose tanks Performed by Deb DeCrausaz, PE on November 20, 2004. Squirt test Performed by Deb DeCrausaz, PE on March 28, 2005, see attached letter for testing process. As Built Drawings These tanks were installed per plan; swing tie measurements have been added to the attached diagram. Other Inspections Michael Koller with Fluidyne, and myself inspected this system on June 24, 2005. The inspection covers on the Eliminate tank and the leach field laterals were opened, visually verifying proper flows. We then manually activated the system floats to verify proper control functions. We found a low level float set to the wrong height, this has been corrected and the system is 100% complete. Using this information and the attached certification letter from the design engineer, Thomas Kallenbach, PE. I am asking for final approval of this system. Please contact me directly with any questions. Sincerely, 40, Donald Odell Project Manager Vail Resorts Development Company VAIL RESORTS - Vail Resorts Development Company • 137 Benchmark Road • Post Office Box 959 • Avon, Colorado 81620-0959 • (970) 845-2535 • fax (970) 845-2555 • www.vrdc.com Vail • Beaver Creek° • Breckenridge Keystone° • Heavenly° Arrowhead' • Bachelor Gulch° • Red Sky RanchT" Jackson Hole Golf and Tennis Club"' 6a s July 5, 2005 EcognitiveINC. Ray Merry, Director Eagle County EHD P.O. Box 850 500 Broadway Eagle, Colorado 81631-0850 Subject: ISDS Certification, Red Sky Ranch Lot 75 Dear Ray: Installation and testing of the ISDS serving Lot 75, Red Sky Ranch, is complete. As expected, the system performed as designed and the tanks passed the design water- tightness test. I have enclosed a letter from Deb DeCrausaz, P.E. of Vail Resorts Development Company, reporting the results of the testing required by the approved plans. I have also included field notes diagramming the location of each of the components. Please contact me directly with any qu p,®o RJ' Sincerel ®� ,. KQC`��,� g 163 0 / v--3 6 32 �® `7 22 nos 4� Thomas J. Kallenbach, P.E. �SAL Enclosures Cc: Don Odell Ecognitive, Inc. I55 Annie Glade Drive Bozeman, MT 59718 Toll Free 888.406.2289 Fax 406.586.6I53 www.ecoginc.com V A I L R E S O R T S D E V E L O P M E N T C O M P A N Y April 4, 2005 Tom Kallenbach I, S Fluidyne.`'\ D 533 Blackwood Road '! Bozeman, MT 59718 RE: Red Sky Ranch Lot 75 ISDS Inspection % Dear Tom, This letter is to inform you that I have completed the ISDS testing requirements at Red Sky Ranch -Lot 75. The water tightness and pressure squirt tests were performed as directed by Fluidyne and are discussed below. Septic/Dose Tank Water Tightness Test The tanks were filled on November 20, 2004 and they were still completely full on November 23, 2004. Therefore, there was no apparent leakage over the 4-day period. Squirt Test On March 28 I verified that there was equal pressure distribution to each of the four drain field laterals for this system. Each lateral squirted a stream to a height of approximately 3.5-feet above ground level through a 3/16-inch hole. As -Built Drawing Attached is the swing -tie information for you to prepare an as -built record drawing. Using this information, I am requesting that you prepare a stamped letter addressed to Ray Merry at Eagle County verifying completion of this ISDS so that the builder can schedule a final certificate of occupancy inspection. Sincerely, VAIL RESORTS DEVELOPMENT COMPANY Deb DeCrausaz, P.E. Senior Project Manager VAIL RESORTV Vail Resorts Development Company - 137 Benchmark Road • Post Office Box 959 • Avon, Colorado 81620-0959 • (970) 845-2535 • fax (970) 845-2555 • www.vrdc.com Vail • Beaver Creek° • Breckenridge Keystone° • Heavenly® Arrowhead® • Bachelor Gulch® • Red Sky Ranch" Jackson Hole Golf and Tennis Club- C�it BEvOUTSIDE �THE`,�V _ \ \`\ INFLUENCE, OF ANY. DRAINAGE STRUCTURES 'i\ SUCH AS SWALES. 1,50 GALLON PRE as:•. ONC TE. D05T, _'EV. 63:00 IN 0 GAL a./ \ CO RETE LEV. 8450.0 3" SCH ELIMIN bRIT s'c,,4-cam 40 PVC a1M LEV. 8066:4D.0 \\t FORCEMAIN VERT OUT 8062.E BUILDING SEWE \ Q - CLEAN OUT (TYP) `\ 9�=MUST BE T E �\ �\ EVERY 50,\ ELEVATION MAINTAIN A \v\ \ 1 4 PER FOG LOT' LOPE OETWE Cam,,,, \� BUILDING SEW[ \\, 2.\0-3 9 A C THE'•SEPTIC T; ! NLET 6p v )Ray Merry From: Donald Odell [DOdell@vailresorts.com] Sent: Monday, June 27, 2005 12:43 PM To: Ray Merry Cc: mail @mail.tom.kallenbach. name Subject: Red Sky Ranch Ray, I would like to update you on the progress of the outstanding permits. Michael and Jeff from Fluidyne and I spent last week Thursday, Friday and Saturday inspecting all the systems located in Red Sky Ranch. We did come up with a punch list of a few items needing some attention, (buried inspection covers, floats set to high or to low, etc.) overall, everything is working properly. Permit number 2314-03, lot 88 owned by Jim Thompson. Jim has decided not to build at this time, if the permit has not already expired please extend it for the remainder of the year. If Jim does not finalize the plans by the end of December we can let permit expire, and issue a new permit when he is ready to build. If the permit has now expired please let me know so I can cross it off my active list also. Permit number 2270-03, lot 75, Three "R" Adventures This system was water tightness tested in November of 2004, was squirt tested in March of 2005. As built swing ties have been sent to Tom by Deb on April 4, 2005. After the Fluidyne site visit last week, Tom should be able to supply certification for this system. Permit number 2330-04, lot 59, Head Property Corp. This system was water tightness tested in November of 2004, was squirt tested in March of 2005. This system feeds a community leach field, testing confirmed effluent arrival at the community dose tank by visually verifying the increased flow. As built swing ties have been sent to Tom by Deb on April 4, 2005. After the Fluidyne site visit last week, Tom should be able to supply certification for this system. Permit number 2285-03 lot 71, Kaplan This system was water tightness tested in November and Squirt tested in March of 2005. In April 2005. In Deb's files I found a copy of a faxed letter to Eagle County from Tom Kallenbach accepting the installation as complete. The letter did state he was mailing the as -built drawings. This system should be waiting for your approval. Let me know if you need an additional copy of the letter, or if the drawings are still outstanding. Permit number 2231-02 lot 52, Lot 52 was installed 2 years ago, water tightness tested and squirt tested by NexGen construction. The house is nearing completion and waiting for TCO. I have not been able to find any records on this system. Michael and Jeff from Fluidyne and I inspected this system last week. Tom should be able to sign off the completion based on Michael's testing and notes. I will need to forward as -built swing tie measurements to Tom today for completion of the drawings. Tom should be able to supply the certification letter as soon as he receives the swing tie measurements from me. Permit number 2272-03 lot 20, Gregg This system is completed and installed correctly. The location drawings need to be completed. The system has had the water tightness test completed. Michael and Jeff inspected this one this past weekn There is still no power hooked up to the control panel. The squirt test and pump float ,calibration will be performed and the system finalized within the next few weeks. This home should be ready for a TCO sometime mid -summer. I am confident we can have completed information to you before TCO is requested. Permit number 2329-04 lot 7, Bard This system is completed and installed correctly. The location drawings need to be completed. The system has had the water tightness test completed. Michael and Jeff inspected this one this past week. There is still no power hooked up to the control panel. The pump test and float calibration will be performed as soon as power is supplied by the builder. This pumps into a common leach field located on the Fazio hole 18 fairway. This home should be ready for a TCO sometime late -summer. I am confident we can have completed information to you before TCO is requested. Lot 26, not yet permitted. If you have not yet received the application, Tom should be sending it along with all requested information. I will be listed as the installer and Community Concepts as the property owner. I received your notice on the red flag of the work. This is being done by Community Concepts, not Vail Resorts. My understanding is they had already stopped work prior to the red flag. Community Concepts had anticipated a building permit sooner than this and had installed micro piles and other work in preparation for the first inspection. When they determined the permit was still in review they stopped work. Don Odell F L U I D Y N E Scientists - Engineers - Inventors April 16, 2003 Ray Merry Eagle County Environmental Health 500 Broadway P.O. Box 179 Eagle, CO 81631 Re: Lot 75 Application for Individual Sewage Disposal System Permit Ray Merry: Included in this submittal are the application and supporting plan sheets to obtain an ISDS Permit for Lot 75 of the Red Sky Ranch Subdivision. Please note that the tank configurations (septic, dose, and Eliminite unit) shall be placed outside of the building envelope. The building sewer must stub out from the building to maintain at least'/4" per foot of slope. 90 degree elbows should not be used in the building sewer configuration, instead 90 degree sweeps or 45-degree fittings will be acceptable. The submittal includes the following items: • Completed Application for ISDS Permit • Submittal Fee of 350$ • Site Plan • Wastewater System Detail Sheets Please call if you have any questions or need any further information. Sincerely, Adie Phillips Cc: Jamie Pappas 2270-03 Tax #1941-213-02-003 JOB NAM. , Lot 475, Red- -Sky- Ranch -THREE R-VENTURES 50 Eagle Feather, Wolcott . JOB NO, B P ) S 3 "�� BILL TO DATE STARTED L-?s Los DATE COMPLETED DATE BILLED - % 'lam - .� a� - f✓� h < eK�c� r o`2--.� �Cwo T os-. / I c �,,, . /,4 �� ,����u��� u,--��� ������%� s JOB, COST SUMMARY lL'—Ir. e l /'44 TOTAL SELLING PRICE _ Gv- TOTAL MATERIAL TOTAL LABOR INSURANCE 37 SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 r JOB FOLDER Printed In U.S.A. f 1115 5Ef O� 15 AFF19191 MpffM !Vj 0 jS K4j! OD333633 o Z of ASS/OVAL ECG\ THOMA5 J, K14-1-1�N3ACH Ply. PLAN515 NOS' FR CON5M.l ON I NLF55 MO-UCf M61MV 5FAL ANt? 51GNAM -M ANn A VALIt? IT MIf 15509 PY FAaF CO[,NN MMMN1'AL I WII J1;15 P051Vn WT, TH15 5�f OF .PLANS ANt? 5PrCFICA11ON5 NAVE MFN PITPAWP FR a 5lW6U AI;W05� O MPIC1~N M41NMlQN6 MfAl L5 FOt:1Nf W/A5TA/AlU 1MA.1 -NT 5Y5SM POP,WP ,4;Y tvAKjCH Lor if C� A51TC5 ff a PPOICf PI�15MF19 [MIN HAW PEN WAMP i,NMP Ilf m5'ON51NIE owla a OTT 5. F I i i I i k I� B FILTER FABRIC MIRAFI 140N (OR EQUIVALENT) CONNECTION TO ELIMINITE@ UNIT USI 4' X 2" REDUCING COUPLING � I D R M NrrE@ SYSTM 20" DIA. LID SUPPLIED BY FLUIDYNE Inc. INSULATE BOTTOM OF LID 2 EXTRUDED FOAM INSULATION /_ �11 %] rjrl�r�/%l�]%Tig11/�]�% 0 EIJUIINITE@ LW PROVIDED BY FLUIDYNE Inc. INSTALLED BY 1' TO 1 1/2' GRAVEL FILL CONTRACTOR USA PATENT No. 5534147 & No. 5676828 AROUND ENTIRE TANK 2' MINIMUM WIDTH ELIMINITEv UNIT COMES COMPLETE AND READY TO INSTALL CONTRACTOR TO MAKE CONNECTION TO 4' SEPTIC TANK RETURN LINE AND 4' DOSE LINE. ALL CONNECTION TO ELIMINITE@ UNIT { OTHER PIPING SHOWN ON ELIMINITE@ UNIT IS PROVIDED U51N2 4' X 1 112REDUCING BY FLUIDYNE Ins COUPLING I t I 28" I.D. RISER GREEN FIBERGLASS, INSULATED, LOCKING LID (TYP OF ALL LIDS) 2= GALLON PIECAST WNCRETE SEPTIC TANK : /,', FINISHED GRADE ;'� ✓ ,'��"' nle ------------- i Q a f 4"0 SCH 40 PVC 2" THICK EXTRUDED CLOSED CELL, SANITARY TEE, RETURN SUBGRADE INSULATION (TYP) LINE FROM ELIMINITE® DRAW d - a SLOPE 1 /4' PER FOOT ' INLET OUTLET 4 w SCH 40 I 4"0 SCH 40 PVC 18' BELOW FROM RESIDENCE LIQUID LEVEL - Dm -d 1/4' PER FOOT, 18" BELOW MAINTAIN LIQUID LEVEL LIQUID LEVEL d - d j MINIMUM SLOPE b i 4"0 SCH 40 PVC FROM RESIDENCE i j SLOPE 1/4' PER FOOT L k v e d - - e a. - q DUAL _ SCALE: 1 a f\// CONTRACTOR TO PROVIDE TANK BEDDING W ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. CONTRACTOR SHALL SUFFICIENTLY BED PIPING INTO AND OUT OF TANKS TO PREVENT SETTLING. f C i CONNECTION TO ELIMINITEG UNIT USING 4' X 2" REDUCING k COUPLING F-JI f - I I CLEAN OUT fl.MITE@UNIT SUPPLED BY FLUDDYNE Inc. CONNECTION TO ELIMINITEe UNIT USING 4' X 1 1 /2" REDUCING COUPLING 4"0 SCH 40 PVC k FROM DOSE TANK. SLOPE TO DRAIN. 1 LB BOD5 / DAY 1 1/4' PVC UNION DRILL 3/16-0 WEEP HOLE 1 1/4"0 SCH 40 PVC ELBOW TO ELIMINITEO UNIT SLOPE TO DRAIN 1 1 /4"0 SCH 40 PVC HIGH WATER ALARM DRAINFIELD ON r r-i ASTEWATER NOTE SEPTIC TANK: 2000 GALLON PRECAST CONCRETE SEPTIC TANK DOSE TANK: 1500 GALLON PRECAST CONCRETE DOSE TANK ELIMINITE@ UNIT- PROPRIETARY NITROGEN REMOVAL SYSTEM. SUPPLIED BY FLUIDYNE Inc. USA PATENT No. 5534147 AND No. 5676828 DOSE PUMP: HYDROMATTC SKHS 100 SEWAGE EJECTOR PUMP DOSE PUMP CONTROLS: SIMPLEX CONTROL PANEL EQUIPPED WITH AUDIBLE / VISIBLE HIGH WATER ALARM, DOSE COUNTER RECIRCULATION PUMP: GRUNDFOS KP 250 SUBMERSIBLE EFFLUENT PUMP RECIRCULATION PUMP CONTROLS: SIMPLEX CONTROL PANEL EQUIPPED WITH ETM, DOSE COUNTER AND TIMER ON/OFF DRAINFIELD FLOAT ASSEMBLIES. 3 ANCHOR MINI —FLOATS, OR EQUIVALENT WATER TIGhT A JUNCTION BOX o - o SOLVENT % CEMEIIT PIPE JOINTS., SEE NOTE 3, THIS PAGE. TYPICAL FOR ALL FITTING f PIPE CONNECTIONS. 3" PVC UNI01I DRILL 3/16"0 WEEP HOLE " SCH 40 PVC TO DRAINFIELD A. FORCEMAIN SLOPE TO DRAIN RILL 3/16" WEEP HOLE FLOAT 3"0 SCH 40 PVC SWITCH HYDROMATIC SKHS 100 SEWAGE EJECTOR PUMP PUMP TO DRAINFIELD ELIMINITE@ 11 ON OFF A. tV N A. . d GRUNDFOS KP250 SUBMERSIBLE EFFLUENT PUMP TO D-NITE UNIT 2'X3' REDUCING COUPLING I MIN. 20' SECTION OF 4' SCH 40 PVC 4' SCH 40 PC SLOPE TO DRAIN BACK TO DOSE TANK SLOPE TO DRIN TO SEPTIC TANK 4" X 1 1/4" REDUCING CGl1PLING GRUNDFOS KP 250 SUBMERSIBLE EFFLUENT PUMP HYDROMATIC SKHS 100 SEWAGE — EJECTOR PUMP 4"0 SCH 40 PVC SANITARY TEE, RETURN LINE FROM ELIMINITE@ DRAIN pop RAW SEWAGE LINE FROM RESIDENCE B �A� { SCALE: 3/4" = 1 - j { = GGJ411. 00F ECAST CONCRETED GE TANK !i] FORCEMAIN TO ABSORPTION FIELD CONSTRUCTION NOTE 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. 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 SEP11C TANK AND DOSE TANK 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 8. 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. 12. 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 REPLACED / 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. yrz�zr � x tnw�•aZ ���rrzoZ- Ef I N � o_�ag�ZZ=W= Z_ o U F 7 m o W Z 0 0 Q� �2 SW� m �-- C Z U W O Z wcoiw=LLJ 6XUF W Of W c�O¢o¢t...o umm 2m BELOW FINISHED GRADE). ' 6"0 C1RCU AR VALVE BOX (ORBIT PART NO. 53021 'qR EQUIVALENT) OVER FLUSHING VALIVE. USE PVC 6 0 PIFE TO I EXTEND VALVE FLUSH WITH 2" SCH 40 THREADED CAP FINISHED GRADE.1\ 2" SCH 40 THREADED UNION \` 2" SCH 40 45' BEND 2" SCH 40 PVC TEE. ALL PIPE JOINTS TO BE PREPARED ACCORDING TO SECTION 3.3, SHEET C3.2 2" SCH 40 PVC BALL VALVE CLOSED DURING NORMAL OPERATION. SEE NOTE 8. INSTALL STANDARD INFILTRATOR END PLATE. BORE 2" HOLE TO F ALLOW PASSAGE OF FLUSHING LIN . 2" 0 SCH 40 PVC SLOTTED FLUSHIN LINE SLOTS TO BE CUT 3/16' WIDE & 4" O.C. ON BOTTOM. I _ j SPLASH PLATE UNDER LAST ORIFICE. SEE NOTE 5. DO NOT CAP END f STANDARD INFILTRATOR CHAMBER. f DETAIL SCALE: NTS I I � f N 1 Jr OF I (,� k LJ g", f I I t 1 C DUAL SCALE: 1 /2- = 1' , LAST ORIFICE POINTED DOWN (6.00)_ SEE NOTE 5. 5'-0 PVC PIPE FOR INSPECTION PORT wl\CIRCULAR VALVE BOX FLUSH WITH FINISIfD GRADE - ONE PER LATERAL `1 .' i'� I b ti PIPE SUPPORTED BY PLASTIC "ZIP' TIE. 2" 0 SCH. 40 PVC LATERAL KEEP PIPE NETWORK FREE OF DEBRIS. EXISTING GRADE d N 1 D DUAL SCALE: 3/4" = 1' 75' DFI&IN ?ELD TRENCH DUAL r 2'0 SCH 40 PVC LATERAL r r 1 2'0 SCH 80 PVC UNION WITH ORIFICE- PLATE f � r E r � 2"0 SCH 40 PVC ELBOW r 2"0 SCH 40 PVC MANIFOLD f i ,ND RAKE. JIL _...__ - -• - -- -- - INERY SHALL NOT BE ALLOWED ON INFILTRATIVE SURFACE OF DRAINFIELD TRENCH 3. INFILTRATOR ENDCAPS & CHAMBERS SHALL BE SECURED w/ SHEETROCK SCREWS. -MOUND NATIVE BACKFILL TO COMPENSATE FOR SETTLING. MINIMUM 1 FOOT COVER OVER INFILTRATOR. 2' 0 SCH. 40 P11C LATERAL 4 PIPE BEDDING MUST BE FREE OF LARGE ROCKS, SHARP ROCKS, TREE STUMPS, LOGS, & OTHER UNSUITABLE T DEBRIS. E DETAL SCALE: 3/4' = 1' 0 - 2"0 SCH 40 PVC MANIFOLD - 2"0 SCH 40 PVC TEE \'_2"O SCH 40 PVC FORCEMAIN - 2"0" SCH 40 PVC LATERAL FORE„-r-I IAIRN Tpr-K �..� D�eL 3"0 SCH 40 PVC FORCEMAIN 4' CLEAN GRAVEL OR sA,yD 4' CLEAN GRAVEL OR SAND DESIGN NOTES FORCEMAIN: APPROX. 50' OF 3"0 SCH 40 PVC PIPE. MANIFOLD: 2"0 SCH 40 PVC END MANIFOLD 36' IN LENGTH LATERALS: (5) 2.0 SCH 40 PVC 87.5' LONG PLACED ON 9' CENTERS ORIFICES- (17) 3/16"0 ORIFICES PER LATERAL DRILLED 5'-0" O.C., DRILL 1st ORIFICE 2.5' FROM MANIFOLD. DRILL LAST ORIFICE ON BOTTOM OF PIPE, (SEE NOTE 5 SHEET C3.1) CHAMBERS: (70) STANDARD INFILTRATOR CHAMBERS AND (10) ENDCAPS. DRAINFIELD FLOAT 3 ANCHOR MINI -FLOATS ASSEMBLIES: UWN PLATE OMCE DRIWNG =fDLU SEGMENT/ LATERAL NUMBER MANIFOLD LENGTH LATERAL LENGTH ORIFICES PER LATERAL ORIFICE PLATE DIAMETER 1. N/A 1 87.5' 17 1 N/A 2. 9' 87.5' 17 1 3/8" 3. 9' 87.5' 17 1 1/8- 4. 9' 87.5' 17 15/16" 5. 9' 87.5' 17 7/8" A.,SORPIION FELD ,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 FITTIIYGJ JHALL CONFORM TO ASTIw' 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. DISTRIBUTION LATERAL ORIFICES ARE TO BE 3/16"0 AND DRILLED 1N 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 8th AND 17th ORIFICE AT 6:00 WITH SPLASH PLATE 1 sq. ft. MINIMUM AREA UNDERNEATH IT. 6. A 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 5 EXTRA 2' SCH 40 PVC THREADED CAPS DRILLED NTH 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/ 6"a PVC PIPE. COMPACT SOIL FIRMLY AROUND VALVE BOX AND EXTENSION. ii- PREPARE BEDDING FOR SEPTIC 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 Al 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. T t A ii 1FILTRATION/PERCOLATION FIELD CONSTRUCTION PART, -GENERAL PREPARATION OF THE PIPE SURFACES AND THE ACTUAL CEMENTING 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 BACKnLUNG, 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. 1.2.1. BEFORE DOING ANY WORK, FENCE OFF DRAINFIELD AREA DO NOT STEP 4. CHECK TrIE FIT OF THE SECTIONS TO BE CEMENTED. A GOOD DRIVE OVER DRAINFIELD AREA BEFORE OR AFTER INSTALLATION OF 'DRY FIT' SHOULD SHOW THE SPIGOT END ENTERING THE SOCKET TO I"' FILTRATOR CHAMBERS. ABOUT ONE-HALF TO TWO-THIRDS OF ITS DEPTH. SOME MANUFACTURERS'N 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. TIE PRIMER MAY REQUIRE MORE TIME INSPECTION AT ALL TIMES WORK 1S IN PROGRESS TO SOFTEN THE BELLED END CASING SOCKETS THAN IS NECESSARY TO PREPARE THE SOCKETS OF A MOLDED COUPL'NG. 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 TFE PRIMER. 3.1.1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING, CLEARLY, THE LOCATION OF INDIVIDUAL COMPONENTS OF THE WASTEWATER STEP 7. APPLY A THIN COAT OF SOLVENT CEMENT TO THE INTERIOR TREATMENT AND CONVEYANCE SYSTEM SO CONSTRUCTION TRAFFIC AND SURFACE OF THE SOCKET. THE USE OF TOO MUCH SOLVENT COULD EQUIPMENT IS ALERTED TO THE PRESENCE OF THESE UNDERGROUND WEAKEN THE CASING WALL. UTILITIES. AT NO TIME WILL ANY EQUIPMENT OR MACHINERY BE ALLOWEDTO OPERATE OVER ANY PORTION OF THE WASTEWATER TREATMENT OR STEP 8. APPLY A UNIFORM COAT CIF SOLVENT CEMENT TO THE OUTSIDE WASTEWATER CONVEYANCE SYSTEM UNLESS THAT PORTION OF THE SYSTEM SURFACE OF THE SPIGOT END OF THE CASING. HAS BEEN SPECIFICALLY DESIGNED TO WITHSTAND THE LOADING OF SUCH EQUIPMENT. DAMAGE CAUSED BY SUCH ACTION WILL BE REPAIRED AT .STEP 9. INSERT THE SPIGOT END OF THE CASING SECTION FORCEFULLY THE CONTRACTOR'S EXPENSE. IN ORDER TO PREVENT UNNECESSARY INTO THE SOCKET TO THE ENTIRE DEPTH OF THE SOCKET WHILE BOTH THE COMPACTION AND SOIL DAMAGE, IT IS RECOMMENDED THAT EACH CELL IS INSIDE SOCKET SURFACE AND OUTSIDE SURFACE OF THE CASING ARE CONSTRUCTED INDIVIDUALLY, AND BACKFILLED WITH THE SOIL EXCAVATED COMPLETELY COATED WITH WET CEMENT. FROM THE NEXT CELL. OTHER CONSTRUCTION METHODS SHALL BE STEP 10. TWIST CASING 1/$ TO 1/4 TURN THEN HOLD THE SOCKET AND EVALUATED BY THE ENGINEER FOR APPROVAL CASING SECTIONS TOGETHER FOR AT LEAST 15 TO 20 SECONDS OR UNTIL 3.1.2 TAKE NECESSARY MEASURES TO ENSURE THAT VEHICULAR TRAFFIC AN INITIAL SET TAKES PLACE. OR OTHER ACTIVITIES WHICH MAY CAUSE SOIL COMPACTION ARE PROHIBITED FROM DAMAGING THE INFILTRATION AREA. ANY.. DAMAGE TO STEP i1. WIPE THE EXCESS CEMENT FROM THE SOCKET. A PROPERLY THE INFILTRATION AREA WILL BE REPAIRED IN A MANNER ACCEPTABLE TO CEMENTED JOINT SHOULD SHOT' A BEAD OF SOLVENT CEMEiJT AROUND THE ENGINEER AT THE CONTRACTOR'S EXPENSE THE ENTIRE CIRCUMFERENCE OF THE CASING WHERE IT MEETS THE SOCKET. 3.1.3 THE ELEVATION OF EACH CELL BOTTOM IS PROVIDED ON THE STEP 12. TO INSURE A STRONG BOA. A JOINT SHOULD REMAIN PLANS. LATERAL CELLS SHALL BE EXCAVATED LEVEL AT THE SPECIFIED UNDISTURBED UNTIL AN INITIAL SET I� REACHED (TABLE 1). ELEVATION. 3.1.4 IF SOIL SMEARING OCCURS, WORK SHALL CEASE UNTIL THE SOIL DRIES SUFFICIENTLY. SMEARED SOIL SHALL BE REPAIRED IN A MANNER TABLE 1. SOLVENT CEMENTING OF BF LED END CASING - APPROXIMATE THE CONTRACTOR'S EXPENSE INITIAL SET TIMES* ACCEPTABLE TO THE ENGINEER Al 32 PRESSURE NETWORK CONSTRUCTION I 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 ASI D2855, STANDARD PRACTICE FOR MAKING SOLVENT -CEMENTED JOINTS WITH PVC PIPE AND FITTINGS. PRIMER USED SHALL IMPART A *DEVELOPMENT OF FULL OPERATING STRENGTH REQUIRES CURE PERIODS SALIENT COLORATION. ANY SOLVENT CEMENTED JOINT NOT; EXHIBITING - ABOUT TEN TIMES LONGER THAN SHtWN BY THIS TABLE. SUCH COLORATION SHALL BE REJECTED BY THE ENGINEER AND REPLACED 3.4 CHAMBER INSTALLATION AT THE CONTRACTOR'S EXPENSE. (SEE SECTION 3.3 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE). 3.4.1 INFILTRATOR CHAMBERS, STAiDARD CAPACITY, SHALL BE USED TO 3.2.3 CONSTRUCT THE FORCE MAIN AS SHOWN ON THE PLANS FOR EACH COVER THE LATERALS. INFILTRATION CELL. , TRENCHING, EXCAVATION, AND BEDDING SHALL BE IN 3.4.2 USING A HOLE SAW, CUT OK- HOLE IN EACH END PLATE. THE ACCORDANCE WITH SECTION 02221 TRENCH EXCAVATION AND BACKFILL HOLE SHALL BE SIZED SO THAT LATiRALS PASS WITH LESS THAN 1/4 FOR PIPELINES & APPURTENANT STRUCTURES, OF THESE SPECIFICATIONS. INCH OF CLEARANCE. FORCEMAIN SHALL NOT BE BACKFILLED WITH STONES LARGER THAN 3 INCHES. 3.4.3 AN END CAP SHALL BE SECIRED TO THE FIRST CHAMBER WITH 4 3.2.4 CONSTRUCT MANIFOLD AND LATERALS AS SHOWN ON THE PLANS. SELF DRILLING SCREWS. THE DISIRIBITION LATERAL SHALL PASS THROUGH THE HOLE IN THE END CAF AND THE CAP SHALL BE RETAINED BY A SLIP X SUP COUPLING ON THELATERAL 3T.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 3.4.4 THE DISTRIBUTION LATERAL 9ALL BE SUSPENDED FROM THE ORIFICE SHALL BE DRILLED ON THE UNDER SIDE OF THE PIPE TO ALLOW CHAMBER USING PLASTIC 'ZIP' TIES. FOR DRAINAGE. THE FIRST ORIFICE SHALL BE DRILLED 18 INCHES FROM THE BEGINNING OF THE LATERAL. ORIFICES ARE TO BE DRILLED IN A 3.4.5 STARTING FROM THE FIRST CAMBER, ADD ADDITIONAL CHAMBERS MANNER THAT MINIMIZES DEVIATION FROM SPECIFIED DIAMETER AND DOWN THE LENGTH OF THE L.ATERAL,IILLY ENGAGING INTERLOCKS AND MAINTAINS A SHARP EDGE. ALL BURRS, CUTTINGS AND/OR OTHER SECURING WITH 4 SELF DRILLING SCRWS. SPLASH PLATES SHALL BE MATERIAL ARE TO BE REMOVED FROM WITHIN AND AROUND EACH ORIFICE INSTALLED BELOW ALL DOWNWARD P(NTING ORIFICES. DISTRIBUTION WITHOUT DAMAGING THE ORIFICE LATERALS SHALL BE SECURED TO EAH CHAMBER. 3.2.6 FLUSHING ASSEMBLIES SHALL BE CONSTRUCTED ACCORDING TO 3.4.6 AFTER THE LAST CHAMBER (`.INSTALLED, SECURE AN END CAP PLANS. ALL FLUSHING VALVES SHALL BE OPEN. TO THE LAST CHAMBER WITH 4 SELF)RILLING SCREWS. THE DISTRIBUTION LATERAL, AND FLUSHING LINE SHALL'ASS THROUGH HOLES IN THE END 3.2.7 THE DISTRIBUTION NETWORK SYSTEM SHALL BE CONSTRUCTED ON CAP AND THE CAP SHALL BE RETAIN) BY A SUP X SLIP COUPLING ON THE BOTTOM OF THE CELLS THE LATERAL. 3.2.8 EACH LATERAL IS TO BE COVERED AND SECURED TO THE 3.4.7 BACKFlLL CHAMBERS, MANIF© AND RISERS CAREFULLY WITH CHAMBERS IN THE CELLS BEFORE FINAL BACKFlLLJNG AS SHOWN ON THE NATIVE SOIL AS SHOWN ON THE PLA6. PLANS (SEE SECTION 3.5 CHAMBER INSTALLATION). ONCE THE SYSTEM HAS BEEN COVERED, IT SHALL BE PURGED AND PRESSURE! TESTED, (SEE 3.5 PRESSURE TESTINGISYSTEM PURGIN SECTION 3.4 PRESSURE TESTING/SYSTEM PURGING), AND APPROVED BY THE ENGINEER. 3.5.1 PRESSURE TESTING/SYSTEM PtGING 3.2.9 EVERY PRECAUTION SHALL BE TAKEN TO PREVENT FOREIGN ONCE THE SYSTEM HAS BEEN CONSlICTED TO THE POINT OF TESTING MATERIAL FROM ENTERING THE PIPE WHILE IT IS BEING INSTALLED. AT AND PURGING, THE SYSTEM IS TO BPURGED AND PRESSURE TESTED IN TIMES WHEN PIPE LAYING IS NOT IN PROGRESS, THE OPEN ENDS OF PIPE THE PRESENCE OF THE ENGINEER USG THE FOLLOWING PROCEDURE. SHALL BE CLOSED BY A PLUG OR OTHER MEANS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL CLEAN AND REMOVE ALL DEBRIS 1. FILL THE DOSE TANK WITH CLEANWATER. THAT HAS ENTERED THE LINES IN THE PROCESS OF CONSTRUCTION. ANY FOREIGN MATERIAL REMAINING IN THE DISTRIBUTION SYSTEM AFTER 2. BE CERTAIN ALL FLUSHING VALVI ARE OPEN. CONSTRUCTION SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. 3. FILL THE DOSE TANK TO THE L.Et WHICH ACTIVATES THE DRAINFIELD 3.3 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE PUMP(S) AND ALLOW THE LATERALS) PURGE. REPEAT UNTIL ALL FOREIGN OBJECTS HAVE BEEN DISCHLED FROM THE FORCE MAIN AND JOINING PLASTIC CASING IS A RELATIVELY SIMPLE PROCESS, BUT THE LATERALS INTEGRITY OF THE JOINT WILL BE A FUNCTION OF THE THOROUGHNESS OF THE JOINING TECHNIQUES. THE MATERIALS AND TOOLS REQUIRED 4. DRILL 3/16' ORIFICE IN THE CLErUT CAP OF EACH LATERAL INCLUDE (AWWA, 1981): 5. FILL THE DOSE CHAMBER TO TH OINT WHERE THE PUMP(S) 1. AFINE-TOOTHED SAW ENGAGES. THE ENGINEER SHALL BERESENT DURING PRESSURE TESTING 2. A MITRE BOX OF THE INFILTRATION CELLS, TO MEAIRE THE DIFFERENCE IN DISCHARGE 3. A SMALL KNIFE, FILE, OR BEVELING TOOL IN THE LATERAL ENDS. 4. FINE-GRAINED, ABRASIVE PAPER 5. CLEAN, DRY CLOTH OR PAPER TOWEL 6. REPLACE CLEANOUT CAP ON EACLATERAL WITH NEW, UNDRILLED 6. CLEANER AND/OR PRIMER CAPABLE OF IMPARTING COLOR. CAPS. ' 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 i ' D ( E I F I G ) H Lateral 1 Lateral r Pressure at Distall cnd (ft.) = � s 3 E__ _ Pressure at Distal End (ft.) Diameter (in) Length (ft) Haz Will Coeff C Orifice Dia (in) Orifice Spacing (ft) Diameter (in) Length (ft) Haz Will Coeff C Orifice Dia (in) Orifice Spacing (ft) 2.06 87.5 130 3W6 5 2.06 87.5 130 3/16 TOTAL LATERAL FLOC 21.30 TOTAL LATERAL FLOW 21.52 Lateral 2 Lateral Pressure at Distal End (ft.) v � .: Pressure at Distal End ft. . ... n ; Diameter (in) Length (ft) Haz Will Coeff C Orifice Dia (in) Orifice Spacing (ft) Diameter (in) Length (ft) Haz Will Orifice Dia (in) Orifice Spacing (ft) 2.06 87.5 130 3/16 5 2.06 87.5 130 3/16 5 TOTAL LATERAL FLOW 21.30 TOTAL LATERAL FLOC 21.18 Lateral Pressure at Distal End (ft.)��fNm - - - Diameter (in) Length (ft) Haz Will Orifice Dia (in) Orifice Spacing (ft) 2.06 87.5 130 3116 5 TOTAL LATERAL FLOC 21.73 Haz Will Coeff C 130.00 Length of Manifold (ft) 40 LATERAL LATERAL EST MANIFOLD MANIFOLD MANIFOLD ELEVATION SEGMENT MANIFOLD NUMBER LENGTH FLOW DIAMETER SEGMENT FLOW Head HEAD LOSS PRESSURE IN LATERAL LENGTH PER SEGMENT Gain (ft.) (gpm) ft (ft) (ft) 1 87.5 21.30 2.06 0 107.0 2 87.5 21.30 2.06 9 85.7 3 87.5 21.52 2.06 9 64.4 4 87.5 21.18 2.06 9 42.9 5 87.5 21.73 2.06 9 21.7 •unIVENi Match to Flow LATERAL ORIFICE AREA AREA Fva VELOCITY VELOCITY VELOCITY REQUIRED FLOW NUMBER DIA ORIFICE PLATE LATERAL IN ORIFICE IN LATERAL HEAD HEAD THROUGH (in) (ft) (ft') IN LATERAL IN M11`%NIFOLD ORIFICE (ft/s) (ft/s) (ft) (ft) (gpm) 1 2 3 4 5 Pe5lai Critffia- Lot 75 s Tl me�R t i��-�� Facilit : 513edroom Singe Family Home + I [3ed-m CAttage Wastewater Generation: 2 people per beckom X 75 gallons per person per dar X 6 be&aom5 X l 507, FeAunq Fx or- I �5O qal lons/ 4 Acquate Septic fa k Size (to provide �O haar retention time) : 1550 colrms per dal/ 24 ha r5 per - 56.25 gallons per haar 56.25 065 per hoi- X �0 hour reterhon-1687.5 gallons Septic fat Size in nesicp: 2000 gallons Absorption Area: 1687.5 gallons per dad/ 0.6 gallons per k per 5a, ft - 2812. 5 5q. R. A95a phon Area Credit for Chaffers: 2612.5 5q, ft. =C 2812.5 X �O/) - IC6,25 sq.. ft. A 5a#-on Area Credit for nomq: 1406.25 5q. ft, -( 1406125 X 257.)-10546875 sq,, ft. required A ?cxrption 545tem: 1054,6M7 5q,. ft, Chankcr5 Kequired: 10546875 5c(. ft./ 15.5 5q. ft, per chamber- 68 chambers Al?5a#on NAem Lapt: 5 UerA5 at 87,5 feet Ionq ( 14 chambers each) Akarption Area Achieved: I055 5q, ft. 0.023 0.023 1.288 2.050 2.050 0.065 8.55 _ 21-30 0.010 0.023 1.042 4.602 2.050 0.065 8.55 21.30 0.007 0.023 1.018 6.945 2.071 0.067 8.73 21.51 0.005 0.023 1.009 9.844 2.039 0.065 8.46 21.18 0.004 0.023 1.007 11.593 2.092 0.068 8.90 21.72 TOTAL FLOW 107.0 Flora Variation (%) 4.23 NETWORK DISCHARGE RATE (GPM) 107.0 Force Main Length (ft) 50 Force Main Diameter (in) 3 Farce Main Head Lass (ft) 1.7 Discharge and fitting losses (ft.) 4.2 Required Head at Drainfield (ft.) 8.55 Total Head Required (ft) 14.5 Static Head (ft) 15.0 TD H (ft.) 29.5 Pumia Ooeratina Conditions for the Hvdromatic SiHS 100 107.2 dram Total Number of Laterals 5 Volu me of Laterals (gal.) 75.7 Volume of Manifold (gal.) 6.92 Volume of Force Main (gal) 1 8.36 Total Volume (gal.) 1 01 .0 8.2 feet of Residual Heg4.23 variation in Flow Pipe volume dose reflects volume of force main, 328.2 gal/dose m anifold and 4 tim es lateral volum e. Duration of Dose 3.1 min Minor Losses (Fitting) Discharge toDrainfield Total K 2 Inch Total K 3 Inch ; Type K 2 inch 3 inch 3.1 3.5 Std Elbow 0.9 3 3 Velocity in 2 Inch Pipe 45 Degree 0.4 1 2 6.994 22.5 Degree 0.2 0 0 Velocity In 3 Inch Pipe 11.25 Degree 0.1 0 0 4.857 Length of Dosing 15 Dosing Diameter 3 4.2 Hydraulic Analysis Red Sky Ranch Lot 65 63 60 57 54 51 48 45 � �+ Pump Operating Point 42 39 ` 1 I w 36 4-' 33 - g 30 x 27 24 21 18 15 12 9 i 6 3 o I 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 I35 140 145 150 155 160 165 170 175 180 Flow {gpm) O eC Z ZU p W �w�aZ NF�jo�Q3 W J W p o$erZZW �Na�Wd� Z{�{yy�o2Ur 8 O W} O O F-M-N�a2� m 6ZCL w00Z3 W U M = W - L U =E Of W W¢oat�M0 01 --Pn,e' 1