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HomeMy WebLinkAbout1200 Rd Sky Rd - 194121405009INDIVIDUAL 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. ALTERATION PERMIT NO. 2179A-03 OWNER: VAIL RESORTS DEVELOPMENT PHONE: 970-845-2528 MAILING ADDRESS: P.O. BOX 959, AVON, CO 81620 APPLICANT: THOMAS J. KALLENBACH PHONE: 406-586-2289 SYSTEM LOCATION: 1099 RED SKY ROAD, WOLCOTT, CO TAX PARCEL NO. 1941-214-03-001 LICENSED INSTALLER: VAIL RESORTS DEVELOPMENT, JAMIE PAPPAS LICENSE NO. 52-03 PHONE: 970-845-2528 DESIGN ENGINEER: FLUIDYNE ENGINEERING, THOMAS J. KALLENBACH PHONE NO. 406-586-2289 MINIMUM REQUIREMENTS FOR THE INSTALLATION OF THE FORCE MAIN SEWER LINE TO CONNECT LOTS 88 & 89 TO THE NORMAN CLUB HOUSE WASTE WATER SYSTEM, AND THE 1000 GALLON DOSING TANK TO SERVICE THOSE TWO LOTS. SPECIAL INSTRUCTIONS: INSTALL AS DEPICTED ON THE ENGINEER'S DESIGN SIGNED, STAMPED, AND DATED 2/24/03, WITH THE EXCEPTION OF NO SEPTIC TANK INSTALLATIONS ON EITHER LOT 88 OR 89 AT THIS TIME. SEPARATE PERMITS FOR EACH LOT WILL BE REQUIRED WHEN BUILDING PERMITS ARE APPLIED FOR, AND WILL BE SIZED APPROPRIATELY BASED ON RESIDENTIAL DESIGN FLOW AND NUMBER OF BEDROOMS. THE DESIGN ENGINEER IS RESPONSIBLE FOR THE FINAL INSPECTION AND CERTIFICATION OF THE INSTALLATION. ENVIRONMENTAL HEALTH APPROVAL: Raymond Merry DATE: MAY 30, 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 CONCRETE DOSING TANK: 1000 GALLONS IS LOCATED DEGREES AND FEET INCHES COMMENTS: INSTALLED FORCE MAIN & 1000 GALLON DOSE TANK TO SERVE LOTS 88 & 89 RED SKY RANCH PER ENGINEERS DESIGN DATED 2/24/03,. THE WATER IS BEING DELIVERED TO THE NORMAN CLUBHOUSE SEPTIC SYSTEM. ENGINEERS FINAL CERTIFICATION RECEIVED 11/24/04. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CO TED FINAL OVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL— DATE: DECEMBER 28, 2004 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. ALTERATION PERMIT NO. 2179A-03 OWNER: VAIL RESORTS DEVELOPMENT PHONE: 970-845-2528 MAILING ADDRESS: P.O. BOX 959, AVON, CO 81620 APPLICANT: THOMAS J. KALLENBACH PHONE: 406-586-2289 SYSTEM LOCATION: 1099 RED SKY ROAD, WOLCOTT, CO TAX PARCEL NO. 1941-214-03-001 LICENSED INSTALLER:_VAIL RESORTS DEVELOPMENT, JAMIE PAPPAS LICENSE NO. 52-03 PHONE: 970-845-2528 DESIGN ENGINEER: FLUIDYNE ENGINEERING, THOMAS J. KALLENBACH PHONE NO. 406-586-2289 MINIMUM REQUIREMENTS FOR THE INSTALLATION OF THE FORCE MAIN SEWER LINE TO CONNECT LOTS 88 & 89 TO THE NORMAN CLUB HOUSE WASTE WATER SYSTEM, AND THE 1000 GALLON DOSING TANK TO SERVICE THOSE TWO LOTS. SPECIAL INSTRUCTIONS: INSTALL AS DEPICTED ON THE ENGINEER'S DESIGN SIGNED, STAMPED, AND DATED 2/24/03, WITH THE EXCEPTION OF NO SEPTIC TANK INSTALLATIONS ON EITHER LOT 88 OR 89 AT THIS TIME. SEPARATE PERMITS FOR EACH LOT WILL BE REQUIRED WHEN BUILDING PERMITS ARE APPLIED FOR, AND WILL BE SIZED APPROPRIATELY BASED ON RESIDENTIAL DESIGN FLOW AND NUMBER OF BEDROOMS. THE DESIGN ENGINEER IS RESPONSIBLE FOR THE FINAL INSPECTION AND CERTIFICATION 0E-UUJNS-T4jAARQAL ENVIRONMENTAL HEALTH APPROVAL: _DATE: MAY 30, 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 CONCRETE DOSING 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: MAR-21-2002 03:55P FROM:EAGLE COMITY ENV HEA 9703288788 TO:914065862335 P:1/1 Incomplete Applications Will NOT Be Accepted. (Si te.Plan MUST be attached) ISDS Permit # 2 ' r0- d, Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGL'E'P7CO7:::-81631 Eagle (970)328-8755, Fax (970)328-0349, El Jebel (970)927-3823 * FEE SCHEDULE * APPLICATION..FEE $350.00 * THIS FEE INCLUDES THE ISDS PERMIT, BITE EyAtUATION--{PZRCOLATION TEST, * SOIL PROFILE OBSERVATION) AND FI-A 7iNSPECTION ` * ADDITIONAL FEES... MAY BE ..0 ... * CHARGED. A REINS_pECTION ,.IS,...,N CES Ai�Y, OR A PRE-CONSTRIICTION' SITE VISIT0-CONSI7I;TATION.° . S "NEEDED, * REINSPECTION FEE $47.001 PkE;CONSTkVCTION`3ITE"VISIT FEE $85.00 * MAKE ALL REMITTANCE PAYABLE -.T0. - --* ":-,8AGLE COUNTY. TREASURER" 4. PROPERTY OWNER: Vail Resorts MAILING ADDRESS: P _ n RriX A Sg A.vt�,,, (�h 0 PHONE APPLICANT/CONTACT PERSON: Thomas .Ka`lienb�ch,-.P.E PHONE:4.06=586-2289 LICENSED SYSTEMS CONTRACTOR :Tam e Pappas ;: V a i I R e s`o' t s`' .'. PHONE 3'7 0- 8 4 5- 2 5 2 8 COMPANY/DBA : V a i l R a c n r t ,T n--�. ADDRESS p Box 9.5.9 A _ inn Co RIA90 ****aE►k**,F',�c,k,kiF,t,t***,t*tk11F*YedF7tttiF**+t*#tF*yt.*yF_**�rtttit,k*tk**iFie***,kirk*it1r�F*,kielt�r,k;t�e,cIF*dF PERMIT APPLICATION IS FOR: { ) NEW INSTALLATION (''-ALTERATION ( } REPAIR :. LOCATION OF PROPOSED INDIVIDUAL. SEWAGE. DISPOSAL.SYSTEM: Legal Description :S et2 Tax Parcel Number: Physical Address:Lnt RR .. Clubhouse tys�tem T BUILDING TYPE: (Check applicable ( ) Residential/Single Family ( ) Residential/Multi-Family* (X) Commercial/Industrial* Lot Size: N/A s. cate.o.ry) ..'Number of. Bedrooms . *These systems require design by a Registered Number of Bedrooms Type2 homes addition to .'e,xisting permit Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( } Spring ( } Surface M Public Name 9f Supplier: APPLICANT SIGNATURE: ®� 1 IDS �i Date: AMOUNT PAID: RECEIPT # i �� ✓ V � DATE CHECK #: cL. r CASHIER: L -77— DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eagle-county.com DATE: May 30, 2003 EAGLE COUNTY TO: Vail Resorts Development FROM: Eagle County Department of Environmental Health RAYMOND P. MERRY, REHS Director RE: Individual Sewage Disposal System Alteration Permit #2179A-03, Tax Parcel # 1941-214-03-001, Property Location: 1099 Red Sky Road, Wolcott, CO., force main connection for lots 88 and 89. Enclosed is your ISDS Alteration Permit #2179A-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 can 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 # 2179A-03 Fluidyne Engineering, Thomas J. Kallenbach Chrono file May 2003 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.eaglecounty.us December 30, 2004 EAGLE COUNTY tJlr�('l� Vail Resorts Development P.O. Box 959� Avon, CO 81620 RAYMOND P. MERRY, REHS Director RE: Final approval of Individual Sewage Disposal System 2179A-03. Tax parcel #1941-214-03-001. Property location: 1099 Red Sky Road, Wolcott, CO 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. Enclosed is a copy to retain for your records along with a brochure regarding the care of your septic system. Additional information about the maintenance of your septic system as well as information about private wells can be accessed through our web site links we've provided in the Environmental Health Department's page, hilp://www.eaglecounly.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. Sincerely, 4 .. Koni Lauder Administrative Technician IV cc: ISDS file, chrono file enclosures: Final ISDS Permit Informative materials 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.eaglecounty.us May 26, 2004 Thomas J. Kallenbach Justin Buchanan Fluidyne Engineering 533 Blackwood Rd. Bozeman, MT 59718 Dear Tom and Justin, EAGLE COUNTY RAYMOND P. MERRY, REHS Director A few weeks ago (May 11, 2004) I called your office requesting final certification letters for the Fazio Clubhouse system permitted under IS-2107-01, and the Norman Clubhouse system permitted under IS-2179-02. So far I haven't received anything on either of these projects. Would you please send me certification letters for these permits? We know they are up and operating, but I need the documentation so I can get them off of my desk! . Also, last October 9th, Ray spoke with Adie regarding the use of one dosing tank for lots 88 and 89. He expressed concern that if the pump failed it would encumber both properties, and he wants each lot to have its own dosing tank. We released the Building Permit for lot 89, but IS- 2313-03 has not been issued pending the dosing tank issue. Please address this with a letter that alters the original design so that each lot has its own dosing tank. The occupancy of the residence on lot 89 will be denied until this is cleared up. I don't think they are close to finishing the house yet, but I would hate to let this drag on when we can take care of it now. I hope everything is going well for both of you. I'm moving to Denver sometime this summer to be closer to my family, which now includes a new grand daughter! I've enjoyed working with both of you, and I hope our paths cross again before I'm out of here! Take care. Sincerely, Janet Kohl Eagle County Environmental Health 500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 F L U I D Y N E Scientists - Engineers - Inventors February 24, 2003 Ray Merry Eagle County Environmental Health 500 Broadway P.O. Box 179 Eagle, CO 81631 Re: Lot 88 and 89 Red Sky Ranch Plans Ray Merry: Included in the cover of this letter are the signed and stamped plans for lots 88 and 89 Red Sky Ranch, which will join into the West Norman Clubhouse Wastewater Treatment System. Please note that the revised West Norman Clubhouse design criterion is found on the C14.2 Design and Specification Plan Sheet. Please call if you have any questions or need any further information. Sincerely, Adie Phillips Cc: Jamie Pappas F L U 1 D Y N E Scientists - Engineers - Inventors November 24, 2004 Ray Merry, Director Eagle County EHD P.O. Box 850 500 Broadway Eagle, Colorado 81631-0850 Subject: Pump Chamber Serving Red Sky Ranch Lot 88 and 89 Dear Ray: Installation and testing of the pump chamber serving Lots 88 and 89 is complete. Please accept this request to issue final paperwork allowing the pump chamber to be put into service. 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. As expected, the pump has performed as designed and the tank has passed the design water- tightness test. I am, however, waiting for the contractor to provide a copy of his as -built plan. Apparently the contractor left town for the Thanksgiving holiday and will return next week. Therefore, I am requesting that final approval be granted by your office with the understanding that it will be my responsibility to provide as -built drawings within 14 days of the approval date. I can assure you that the tank was installed, within reasonable tolerances, as shown on the approved plan. Please contact me wi ` suggestions. S Sinc ely cQ`� J KA<<�`����d o y 3 63 i Thomas J. Kallenbach, NA L E enc. c. Deb DeCrausaz ALE COUNTY FAX COVER SHEET EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT P.O. BOX 1799 EAGLE, CO 81631 970-328-8755 970-328-8788 FAX TO: Jamie Pappas FAX #: 845-2555 FROM: Janet NO. OF PAGES INCLUDING COVER SHEET: 3 REGARDING: Red Sky Ranch Alteration to Norman Clubhouse ISDS-2179-02 This is the information that we discussed that is on the back of the folder for the Norman Course permit #2179-02. I have also included the Alteration Permit #2179A 03 for vour review. 5/21/03 Reviewed plans sent for alteration of the Norman Course drain field are and addition of Lots 88 & 89 to the system. The Dram field size will not be altered to add these two lots since the system a a.aaua.a. ul[Llll field area via the first submittal based on actual flows seen at the Fazio Course Clubhouses stem 15 000 d No downsizing will be gpDroved. Lots 88 & 89 can be connected to the Normans stem without alteration of the drain field. Issue and alteration Permit specifically for instaHinL3r the force main and 1000 tyallon dosing tank asspecified.. This alteration does not include Dennission to install any septic tanks on either lot 88 or 89 Those permits will be pulled along with building_ permits and will be sized appropriately based on residential design flow and # of bedrooms Separate permits 150 each) will be reauired at that time 5/29/03 Received clarification letter from Fluidvne to allow an alteration permit to be issued Issue permit for an alteration to the Norman Course system The degree of alteration consists of the placement of a force main and 1,000 gallon dose tank as depicted on the engineer's design signed stamped and dated 2/24/03 with the exception of no septic tank installations on either lot 88 & 89 at this time. Separate permits will be required ($150) at time of permit If you do not received all pages please call our office (970) 328-8755 O 2179A 03 PROJECT Force Ma Force Main & Dose Chamber Lots 88 & 89 PROJECT�'c�� project description date task/action follow-up start date completion date h oLA_s-C 's tlr • �o Strti 984 &1 � �:� � � 1 �A- 0 4 /IV,, G L I—e fir-.. l eS 17 k s=�-✓d e eL c j / ^ / is I f-, W f-��— V 1 n:( ( .4je a,,y.ek s %- 1�14 J 5 f) - o - Un o:l 1,6 1,03 C1.e>' i v n C. 40 /mac/ /` I'� / ��L :4 �/L.- t LAIR CL LG Lei Li-C) , o ` e, r, �' 5a 3� PROJECT CONTACTS documents enclosed notes `,.. if NOTFS -6-0 V /� T(115 5Ff OF FLAN5 ANP 5MCIFICA110N5 HAVE 13EEN FITW19 FR a 5INCILM PLW05F OF tTFlC11N6FN61NffPlN6 M%5 FR THE WA5TFWATM TWAfA&Nf g(51fM ra W[q 5Ky WNCH L05 66 AN12 69. OTFUP A5MCf5 OF n WO-Vf VW5FNTN9 &ITIN HAVE MN PWPAIT[9 MPH THE IT5PON5111T GKa OF On-5 H h </ LU AREA OF DETAIL Al' LEGEND TYPICAL WASTEWATER SYSTEM LAYOUT CLEAN OUT 0 PERCUTION TEST *# WATER SUPPLY SYSTEM PROP(SED LARGE ELECTRIC VAULT UM1-35L F VI PROPC3ED SMALL ELECTRIC VAULT UM-30R PROPOU ELECTRIC TRANSFORMER UM1-13S FE] PROPOSED ELECTRIC SWITCHGEAR UM1-35 EXISTING TELEPHONE PEDESTAL PROPOSED TELEPHONE DLC PROPOSED CENI7URYTEL TELEPHONE VAULT PROPOSED VA TELEPHONE VAULT VA PROPOSED TELEPHONE HANDHOLE PROPOSED ELECTRIC SERVICE STUB PROPOSED TELEPHONE SERVICE STUB A EXISTING OVERHEAD ELECTRIC IM EE - PROPOSED BURIED ELECTRIC MAIN PE PE PE FE -FT FS - PROPOSED JOINT TRENCH -PJT PJT pff P-rr Pff PJT - PROPOSED TELEPHONE FIBER OPTIC PROPOSED GAS REGULATOR STATION PROPOSED 2* GAS SERVICE STUB PROPOSED 4--GAS LINE -M4 - M4 V64 FC" PROPOSED 6' GAS SERVICE F" - FM r, V.. . A B ZW GALLON PRECAST CONCRETE DUAL COMPARTMENT SEPTIC TAW F1N1$HED G ADE INSULATE BOTTOM OF LIDS (TYP) V ------------------- Al os JA v e. d d .,_-----INSTALL TEE I "0 SCH 40 PVC FROM LOTS 88 & 89 1/4' PER FOOT, MAINTAIN MINIMUM SLOPE = 18" BELOW LIQUID LEVEL USE TEE OR COVCRETE BAFFLE v 0 0 RAW SEWAGE LINE FROM LOTS 88 & 89 WO GALLON PRECAST CONCRETE SEPTIC TANK A wTAL SCALE: 1 /2' = 1' CONNECTION TO EX18TING ELIMINITE RETURN LINE - LOCATED IN THE COMBINED TRE[CFI BACKSLOPE AS SPECIFIED TO CONFOR TO OSHA REGULATIONS 1=I I l-1 11=1 I I-1! 1=1 I I=1 I lil I I I- I —I I I —I I I=1I I=III=1I1=1I1=1I I EXISTING 6' SCII 40 PVC IFFLUEI RETURN I I—) I III —III —I I=III=1 11= ELIMINITE®NUN TOTOETO DRAIN FF _ EXISTING 2* CONDUIT FROM SEPTIC TANK = SEP11C TANK TO ELIMINITE UNITS--II1=1! 1=111=1 1=1 11= I I I —— EXISTING 4' D►A. SCH 40 PVC o 0 VENTILATION LINE TO DRAINFIELD EXISTING (2) 3- SCH 40 PVC FORCEMAIN TO ELIMINITE UNI o 4' 45' FITTING o 0 0 4' X 2' REDUCING COUPLING fl o p o 2'0 (IPS) HDPE 160 psi SERVIC! fl o PVC SCH 80 BARBED FITTING fl o W/ 2 STAINLESS STEEL HOSE CLAPS EXISTING 6" SCH 40 PVC EFFLUENT 6' X 4' WYE RETURN LINE SLOPE TO DRAIN FROM o ELIMINITE@ UNIT TO SEPTIC TANK INVERT NOTE: JOINT TRENCH CONTAINS NUMEROUS LINES AND CONDUITS. CONTRACTOR RESPONSIBLE FOR PROTECTING THE INTEGRITY OF EXISTING LINES. t - I C D I E 28" I.D. RISER GREEN FIBERGLASS, INSULATED, 1000 GALLON PAST COS DOSE TAW LOCKING LID (TYP OF ALL LIDS) WATER TIGHT o JUNCTION BOX o SLOPE 1/4" PER FOOT 4'0 SCH 40 PVC 2"0 SCH 40 PVC 2' THICK EXTRUDED CLOSED CELL, SUBGRADE INSULATION (TYP) in HIGH WATER ALARM PUMP DN N FLOAT 4, SWITCH U G►� CONTRACTOR TO PROVIDE TANK BEDDING IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. CONTRACTOR SHALL SUFFICIENTLY BED PIPING INTO AND OUT OF TANKS TO PREVENT SETTLING. HYDROMATIC OSP 50 SUBMERSIBLE EFFLUENT PUMP 1000 GALLON PRECAST CONCRETE DOSE TANK PLAN VIEW CONNECTION DETAIL HYDROMATIC 0!P 50 SUBMERSIBLE EFFLUENT PUMF TO FORCEMAIN PROVIDE SUFFICIENT 2" HDPE PIPE TO ALLOW SNAKING THROUGHOUT THE TRENCH NR THERMAL EXPANSION / CONTRACTION FITTING ' REDUCING COUPLING (IPS) HDPE 160 psi SERVICE :H 80 BARBED FITTING STAINLESS STEEL HOSE CLAMPS 6'X4'WYE PIPE BEDDING MUST BE FREE OF LARGE ROCKS, SHARP ROCKS, TREE STUMPS, LOGS, & OTHER UNSUITABLE DEBRIS. _ F G - — z SIDE VIEW OF DOSE TANK PIPING ASSEMBLY, 2'x 2"x 1' SCH 80 TEE" 2" SCH 80 PVC CHECK VALVE w/ UNION g�ZZL, 2" SCH 80 BALL VALVE Z' ``' tea 1 "0 BALL VALVE FOR ( 1 m z �mMZo� < a INSPECTING CHECK a o m _ VALVE _e=��o��e� a Z O — Lu ir- W WW- - 2' SCH. 80 PVC a a - 2"0 (IPS) HDPE 160 psi FORCEMAIN ( I +I:I ,I0 I I PVC SCH 80 BARBED FITTING r W/ 2 STAINLESS STEEL HOSE CLAMPS j 1 3 Z� I If 1q4 I 0 I ASTEWATER NOTES � I `, � ; SEPTIC TANK. 1500 GALLON PRECAST CONCRETE SEPTIC TANK I DOSE TANK: - 1000 GALLON PRECAST CONCRETE DOSE TANK f DOSE PUMP: HYDROMATIC OSP 50 SUBMERSIBLE EFFLUENT PUMP DOSE PUMP CONTROLS: SIMPLEX CONTROL PANEL EQUIPPED WITH AUDIBLE C - VISIBLE HIGH WATER ALARM AND DOSE COUNTER FORCEMAIN: APPROX. 770' 2"0 (IPS) 160 psiO4 en DRAINFIELD FLOAT ASSEMBLIES: 3 ANCHOR MINI -FLOATS, OR EQUIVALENT i t I i00 Iq too PM ELECTMAL NOTES HYDROMATIC OSP 50 SUBMERSIBLE EFFLUENT PUMP HORSEPOWER: ONE-HALF HP PHASE: SINGLE PHASE - VOLTAGE: 115V OR 230V POWER CORD: 20 FT STD. m o w MNSTRU=N 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 co N WASTEWATER CONVEYANCE SYSTEM UNLESS THAT PORTION OF THE SYSTEM HAS BEEN 4 0 SPECIFICALLY DESIGNED TO WITHSTAND THE LOADING OF SUCH EQUIPMENT. 2. ALL PIPING AND FITTINGS SHALL CONFORM TO ASTM D1785 �x 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 I I CEMENTED. FITTINGS PRIMED w/ COLORLESS PRIMER WILL BE REJECTED BY 1 I I Q THE ENGINEER AND REPLACED AT THE CONTRACTORS EXPENSE. (1 I 4. PREPARE BEDDING FOR SEPTIC TANK AND DOSE TANK ACCORDING TO C f I MANUFACTURER'S RECOMMENDATIONS I ; I c 5. CONTRACTORS SHALL PREPARE ALL BEARING SURFACES TO,A TRUE ' { AND LEVEL LINE PRIOR TO ERECTION. STRUCTURE BEDDING SHALL MEET I { I I I I THE MANUFACTURER'S REQUIREMENTS. ALL SUPPORTS OF THE PRECAST Ij I TYPICAL BUILDING SEWER STRUCTURES SHALL BE ACCURATELY LOCATED AND OF REQUIRED SIZE I I I BEARING MATERIALS. TANKS SHALL BE INSTALLED LEVEL I UNDER TRAVELED WAYS AND BE _ i II " SUBGRADE OR GROUND 6. SUBGRADE ELEVATION N ' \ ',"r •,". •,". •,�, r �,' % SURFACE LOCATION. NOT TO VARY BY MORE THAN 1/2 AT ANY � � I I I IZI BACKSLOPE AS r,r�,.•,,�,"�,r•,. \\ I �fQl SPECIFIED / '�' ••-'r�' �1 7. DO NOT INSTALL TANKS ON OR BACKFILL WITH FROZEN SOIL I 1 CONFORM TO OSHA �' �' ,' r " VERTICAL TRENCH , •' r";r" r' REGULATIONS. TYPE "r r • . *'rr• " WALLS TO CONFORM I 1 EXC. (NO STEEPER // "*•�',;'�'', *',* �',,�,',`�," %/ TO OSHA REGULATIONS 8. SLOPE ALL PIPES TO DRAIN. THAN 1:1 SLOPE EXCEPT FOR ROCK) "•'"�'.'_''-','�,','r,'/9. CONTRACTOR TO INSULATE PIPING THAT DOES NOT DRAIN BELOW FROST' r, r -, r •; r r , \ \\ \ PENETRATION DEPTH. i IJ TYPE"A" OR 'B' ,, ','r • 'r �,'s�•,'s�•, I I I I TRENCH BACKFILL "",y" " }r'r �r s �r',ir',' 10. THE MANUFACTURER SHALL PROVIDE LIFTING INSERTS. 2"0 MAIN ''r • "r' r *;, ;'r �,; 2" SUBGRADE INSULATION 11. PRECAST CONCRETE STRUCTURES SHALL NOT BE TRANSPORTED AWAY '•','"'.'" r s}'y ",*y • N UNDER TRAVELED WAYS AND FROM THE CASTING YARD UNTIL THE CONCRETE HAS REACHED 75% OF w I PIPE BEDDING IMPORTED WHERE PIPE IS LESS THEN 4' THE MINIMUM REQUIRED 28 DAY COMPRESSIVE STRENGTH AND A I 4' CLEAN GRAVEL " z BELOW GROUND SURFACE PERIOD OF AT LEAST 5 DAYS HAS ELAPSED SINCE CASTING, UNLESS ;� I i c 3/4 WASHED GRAVEL o OTHERWISE PERMITTED BY THE ENGINEER. - OR SAND PLACED IN 6" MAX LIFTS I i 4' CLEAN GRAVEL & COMPACTED TO 95% 8" C.M.P. ACROSS 12. SEALANT FOR JOINTS BETWEEN PRECAST SECTIONS SHALL BE FLEXIBLE I Q OR SAND DENSITY ACCORDING TO TRAVELED WAYS BUTYL RESIN SEALANT CONFORMING TO FEDERAL SPECIFICATION AASHTO T-99. \ SS-S-210A AND AASHTO M-198-B. Via, 13. TANK SHALL PASS A 24" HOUR WATER TIGHTNESS TEST WITH NO 4"O SCH 40 PVC MEASURABLE DROP IN 24 HOURS. _TANKS NOT MEETING THIS III I ii I REQUIREMENT WILL BE REJECTED AND REPLACED % REPAIRED AT F l a CONTRACTORS EXPENSES. I ' 14. CONCRETE DISPLAYING 'HONEYCOMB" FINISH OR CRACKS WILL BE REJECTED AND REPLACED AT CONTRACTORS EXPENSE. I t 1 15. NO CONTRACTOR, SUBCONTRACTOR OR ANY OF HIS EMPLOYEES SHALL l ! I 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. A g I C I D I E I F --- - I CONSTRUCTION NOTES EPARTENERAL 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 ENC.OSED AREAS, SOLVENT CEMENTS ANY ACTIVITY ON OR ABOUT THE INDICATED ABSORPTION FIELD AREA IS SHOULD BE USED WITH CARE. AVOIC 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 FIN --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 NTH 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 BACKFILLING, DRESSING AND CLEANUP OF THE SITE, REMOVED WITH A CLEANER RECOMMENDED BY THE SOLVENT CEMENT MANUFACTURER. ROUGHENING THE CONTACT SURFACES WITH ABRASIVE 11 SITE PROTECTION PAPER AIDS IN THE DEVELOPMENT IF A BETTER BOND. 1.2.1. BEFORE DOING ANY WORK, FENCE OFF DRAINFIELD AREA. DO NOT STEP 4. CHECK THE FIT OF THE ACTIONS 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 INFILTRATOR CHAMBERS. ABOUT ONE-HALF TO TWO-THIRDS )F ITS DEPTH. SOME MANUFACTURERS 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 COUPLNG 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 INSPECTION AT ALL TIMES WORK IS IN PROGRESS. TO SOFTEN THE BELLED END CASINP' SOCKETS THAN IS NECESSARY TO PREPARE THE SOCKETS OF A MOLDM COUPLING. PART 3 - EXECUTION STEP 6. PRIMER SHALL BE APPLI D 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, CLEARLY, THE LOCATION OF INDIVIDUAL COMPONENTS OF THE STEP 7. APPLY A THIN COAT OFSOLVENT CEMENT TO THE INTERIOR WASTEWATER TREATMENT AND CONVEYANCE SYSTEM SO CONSTRUCTION SURFACE OF THE SOCKET. THE U� OF_TOO MUCH SOLVENT COULD TRAFFIC AND EQUIPMENT IS ALERTED TO THE PRESENCE OF THESE WEAKEN THE 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 COAL OF SOLVENT CEMENT TO THE OUTSIDE WASTEWATER TREATMENT OR WASTEWATER CONVEYANCE SYSTEM UNLESS SURFACE OF THE SPIGOT END OF HE CASING. THAT PORTION OF THE SYSTEM HAS BEEN SPECIFICALLY DESIGNED TO WITHSTAND THE LOADING OF SUCH EQUIPMENT. DAMAGE CAUSED BY STEP 9. INSERT THE SPIGOT END OF THE CASING SECTION FORCEFULLY SUCH ACTION WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. IN INTO THE SOCKET TO THE ENTIRE IEPTH OF THE SOCKET WHILE BOTH THE ORDER TO PREVENT UNNECESSARY COMPACTION AND SOIL DAMAGE, IT IS INSIDE SOCKET SURFACE AND OUT9)E SURFACE OF THE CASING ARE RECOMMENDED THAT EACH CELL IS CONSTRUCTED INDIVIDUALLY, AND COMPLETELY COATED WITH WET CEMENT: 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 Y4 TURN THEN HOLD THE SOCKET AND APPROVAL CASING SEC11ONS TOGETHER FOR A LEAST 15 TO 20 SECONDS OR UNTIL AN INITIAL SET TAKES PLACE. 3.2 CONNECTION TO 6" PVC SCH 40 ELIMINITE§ RETURN LINE STEP 11. WIPE THE EXCESS CEMEIT FROM THE SOCKET. A PROPERLY 3.2.1 ALL INFILTRATION PIPE AND FITTINGS SHALL CONFORM TO ASTMM CEMENTED JOINT SHOULD SHOW A EAD OF SOLVENT CEMENT AROUND D1785, STANDARD SPECIFICATION FOR PVC PLASTIC PIPE SCHEDULE 40. THE ENTIRE CIRCUMFERENCE OF THE CASING WHERE IT MEETS THE SOCKET. 3.2.2 ALL SOLVENT -CEMENTED JOINTS SHALL BE MADE IN ACCORDANCE WITH ASTM D2855, STANDARD PRACTICE FOR MAKING SOLVENT -CEMENTED STEP 12. TO INSURE A STRONG IDND, A JOINT SHOULD REMAIN JOINTS WITH PVC PIPE AND FITTINGS. PRIMER USED SHALL IMPART A UNDISTURBED UNTIL AN INITIAL SETTS REACHED (TABLE 1). SALIENT COLORATION. ANY SOLVENT CEMENTED JOINT NOT EXHIBITING SUCH COLORATION SHALL BE REJECTED BY THE ENGINEER AND REPLACED I AT THE CONTRACTOR'S EXPENSE. (SEE SECTION 3.3 PREPARATION OF PIPE TABLE 1. SOLVENT CEMENTING OF IEI_LED END CASING - APPROXIMATE SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE). INITIAL SET TIMES* Temperature Range Minute 3.2.3 CONSTRUCT THE FORCE MAIN AS SHOWN ON THE PLANS FOR EACH During Initial Set 2 and 3 in Sizes Larger INFILTRATION CELL TRENCHING, EXCAVATION, AND BEDDING SHALL BE IN E .0 Casing (51.and 76 mm) theen 3nin ACCORDANCE WITH SECTION 02221 TRENCH EXCAVATION AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES, OF THESE SPECIFICATIONS. 15 to 40 -9.4 to 4.4 7.5 15 FORCEMAIN SHALL NOT BE BACKFILLED WITH STONES LARGER THAN 3 5 to 15 -15.0 to -9.4 30 60 INCHES. -20 to 5 -28.9 to -15.0 90 180 3.2.4 CONSTRUCT FORCEMAIN AND CONNECTION AS SHOWN ON THE *DEVELOPMENT OF FULL OPERATiNGSTRENGTH REQUIRES CURE PERIODS PLANS ABOUT TEN TIMES LONGER THAN SOWN BY THIS TABLE. i 3.2.5 EVERY PRECAUTION SHALL BE TAKEN TO PREVENT FOREIGN MATERIAL FROM ENTERING THE PIPE WHILE IT IS BEING INSTALLED. AT j TIMES WHEN PIPE LAYING IS NOT IN PROGRESS, THE OPEN ENDS OF PIPE SHALL BE CLOSED BY A PLUG OR OTHER MEANS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL CLEAN AND REMOVE ALL DEBRIS i THAT HAS ENTERED THE LINES IN THE PROCESS OF CONSTRUCTION. ANY FOREIGN MATERIAL REMAINING IN THE DISTRIBUTION SYSTEM AFTER CONSTRUCTION SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. 3.3 PREPARATION OF PIPE SURFACES AND CEMENT PROCESS FOR PLASTIC PIPE JOINING PLASTIC CASING IS A RELATIVELY SIMPLE PROCESS, BUT THE INTEGRITY OF THE JOINT WILL BE A FUNCTION OF THE THOROUGHNESS OF THE JOINING TECHNIQUES. THE MATERIALS AND TOOLS REQUIRED INCLUDE (AWWA, 1981): 1. A FINE-TOOTHED SAW 2. A MITRE BOX 3. A SMALL KNIFE, FILE, OR BEVELING TOOL 4. FINE-GRAINED, ABRASIVE PAPER 5. CLEAN, DRY CLOTH OR PAPER TOWEL 6. CLEANER AND/OR PRIMER CAPABLE OF IMPARTING COLOR. 7. THE PROPER SOLVENT CEMENT 8. A NATURAL BRISTLE BRUSH APPROXIMATELY HALF THE DIAMETER OF THE CASING BEING JOINED OR A SPECIALLY DESIGNED APPLICATOR WHICH MAY BE INCLUDED IN THE SOLVENT CEMENT CONTAINER 1 i L a �V l9e5icin Criteria Norman Clubhouse and Lot. 88 and 89 No Clubhouse Peak Wa5tew 6eneration: Average I'azio Clubhouse 1%bw: I0 qpd X P,,Irq Factor- ( 2 lots at �2E� o0on5 perdaq re5i'derbcA flaw X 1,5 peakk factor) --5225 cOI� per daq 11 1 Adequate Septic Tank 5ize,(to provide :'0 hour refer ton time) : 5225 galior5 per dad/ 24 "r� per da> ;r I154A color>a per hour 154.4 qoi� per hour X 30, hour retentionI ime= 4032 gal66 �, X 5epfic Tank Size in Ve5ign: 12,800 lens Absorption Area: 22 gallon5lper �auf 0.6 c065 per JA per 5q.. ft r 5575 SGt, ft. Absorption area Credit for Chambers: �?W5� sq,, ft. -( 5575 X �07,) _ 2687. 5� 5q., ft. Absorption Area Credit for,bosinq: 2687,5 5q, f 'I'\ -( 2687.5 X 2�? )1 2015,625 5a. ft, Peauired absorption 545tem: 2015.62�7 5q.. ft. t Chambers Vequired: f 01 �2.625 sq.. ft,/ 15.E sa, ft, per chamber- 1 50 chambers Absorption 545tem ( Aak: 1011eral5 at 2�35� feet long < 59) f ambers each) Absorpt nArea Aichieved: 604sq, ft, i LOTS 88 and 89 Pump Selection Total Static Head 0.0 ft FLOW (gpm) 0 30 50 70 Pipe Length (ft) 800 800 800 800 Inside diameter (in) 1.943 1.943 1.943 1.943 Haz-Will coefficient 130 130 130 130 Friction Loss (ft) 0 22.1 56.8 105.8 Total Pipe Loss (ft) 0 22.1 56.8 105.8 TOTAL DYNAMIC HEAD Flow (gpm) 0 30 50 70 Fitting Losses 0 1.4 2.1 3.2 TDH (System) 0.0 23.5 58.9 109.0 Hyrdomatic QSP 50 25 - 19 - 12 Minor Losses (Fitting) Discharge toDrainfield - - - -Total K-2 Inch Type K 2 inch 6 Std Elbow 0.9 4 Velocity in 2 Inch Pipe 45 Degree 0.4 6 2.655 22.5 Degree 0.2 0 11.25 Degree 0.1 0 Length of Dosing Assembly 20 Fitting Loss at Pump Operation Dosing Assembly Diameter 2 1.1 ft Pump operating parameters 26 gpm 20 ft of TDH Dose volume 250 gallons Pump Operation Time 9.6 minutes h-Q Curve for Lot 88 and 89 For+cemain to Norman System 70.0 60.0 50.0 �1 40.0 ty 30.0 20.0 10.0 i 0.0 1 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm) TDH (System) - - Hyrdomatic OSP 50 aazzuoW awn<z i- �+oirzoz- a �o$Qzzw Z�rro�$r Ri rx Ix oaEx W v v W Iaa<�Mo N � m ■