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HomeMy WebLinkAbout9363 Frying Pan Rd - 246909200001EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone:328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. Please call for final inspection before covering any portion of installed system. PERMIT NO. 1353 OWNER: Miller Nichols Living Trust PHONE: 927-4130 MAILINGADDRESS: 9363 Frying Pan Rd. Basalt swe: c0 ZI0. 81621 APPLICANT: Brad Larson PHONE: SYSTEM LOCATION: 936.3 Frying Pan Rd.,Basalt —TAX PARCEL NUMBER: 92.5-1131 2469-054-00-012 LICENSED INSTALLER: Stutsman Gerhaz LICENSE DESIGN ENGINEER OF SYSTEM: McLaughlin Wat P_r Fngineerc. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1250 GALLON SEPTIC TANK. plus ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED. SPECIAL REQUIREMENTS: Insall pipe portals a-t the,. end of each (I must be submitted to the c Install as per engineer's design 1000`gallon dosing unit WAJAR-r-'OF TRENCH BOTTOM, at the end of each line to make a loop system. Install inspection trench. Height of mound above bead must be 1.5 ft. An asbuilt ounty upon final inspection!!!!! CONDITIONSo pipes connected. 1. ALL INSTALLATIONS MUST COMPLY WITH TO AUTHORITY GRANTED IN 25- 10- 104. 1973. AS AMENDED. u,DIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT 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 CAUSE FOR 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. INSTALLED SEPTIC TANK: GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY —YES _ NO COMPLIANCE WITH COUNTY/ STATE REQUIREMENTS: , YES NO ANY ITEM CHECKED NO PF""OFS CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE ARE -INSPECTION WHEN WORK IS CORRECT— COMMENIs:_Letter from McLaughlin Water Engineers, LTD., Dean Derosier received 5/22195 -stating-,that he performed the `inal inspection on this system on May 16, 1995, and that -t-h—esystem was insta;ledgene Ily j accordance with —his design. s/� ENVIRONMENTAL HEALTH APPROVAL: r / cr 1 DATE: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT/ AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT CHECK# SENT BY:The Ray Lavender Co, 5- 5-94 4:12PM ;XEROX Tolecopier702O-*Community0eveloppment;o 1 SEAT BY; 5- a•84 15:44 ;CommaaltyDevelopment-tZKOX Telecop+er70204 1I 1 Incomplete Applicatione Will NOT 30 Accepted (Site Plan MUST be attached) C)L4 XBDB Fwait 0 C . -f Building Perait AlIPLIC&TZWt FOR 2=3 WIDVAL 931AAS D28"N&L aTETM IMMIT ENVIRONMENTAL HEALTH OFFICE - SAISLE COUNTY P, a. nax 179 rAGLE O co 92631 338-67551927-3823 (9a1181t) w*w**w�*w**w*we#�w*wwaertr**e*ww**ww**a*w�*ww*wwwwww�*+�• :*�#"w*www�wweww�*w« * PEST APPLICATION 8a5 0150.00 FSKUPLATICN TEi3T FLSE 0299,00 i +� XAK3 ALL REMITTANCE VATABLZ To i "EAGLS COUNTY TREASUAIR4' � se,�ie�rew�r,�erwt#w�r��wlttR'tt�Mr�IA�iR+Atltwww+e,�*wANNw�rA■r���t�er+rr*1e+p�r�efwww�A+�wi+rt�R:rr+�+e PROPERTY OWNER: 4+� ' IV+C146`t biVitVl' MAILING ADDRESS: APPLICANT/CONTkCT PERSON: LICENSED SYSTEMS CON MCTORt 2-5 MW 1. M COMPANY/DUI ADDRESS: PHONE:ZZIE-11-31 y PHONE; P&WIT APPLICATION IS FOR= fK) NRW INSTALLa►TION A ALTIMATION ( ) REPAIR LOCATION OF PROP0920 INDIVIDUAL 991MAGE DISPOSAL SYSTEM: Legal Description: Ny �,, QOo2ch. Tax Parcel Number: R' Y� ~ ( Lot Size: Physical Addraeea auturNG TYPEt (Chock epplieabla nateciary) ,� Rodfesntiai/sirig�,o ram43y E } R4eidaStial/7h�1t3-gamily+ cemmeraial/industrial• TYPE OP WATER SUPP Yt (CAeok appliaablO category) ( ) 1 li1 ,,) spring ( ) Surface ( ) Public aurae of supplier; Number of Sadrocmv Number of Dedreema Type 4 ..1 *These systems require design by a Registered Prafaeai,ona l Engineer SIGNATURE: w nrr��r�r.uw..r.. Date s rtyt*wsA�*wlrfl�t�ele�r�!#�*Atikii�tY1F�*A*II�F�1#*Rirll�eAi1w1r11M�lAA�+F1���*�t,k���a.i � r�r����w**� A uor PAID: %6-0 �' _ RECEYPT #: 1 DATE: Po*km' bwd tanstmno nhW memo7en itepow ► COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 DATE: TO: FROM: EAGLE COUNTY, COLORADO August 16, 1994 Stutsman Gerbaz Environmental Health Division 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO 81631 FAX (303)328-7185 RE: Issuance of Individual Sewage Disposal System Permit No. 1353-94, tax Parcel # 2469-054-00-012 Property Located at: 9363 Frying Pan Rd. Basalt Enclosed is your ISDS Permit No. 1353 is valid for 120 days. 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 call our office well in advance for the final. inspection. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Permit specifications are minimum requirements only, and should be brought to the property ownerfs attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328--8755. cc: files Post -It'' brand fax transmittal memo 7671 #,f pages ► To ---� �- r COMMUNITY DEVELOPMENT DEPARTMENT (303) 328�8730 May 24, 1995 725 CHAMBERS AVE. P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328�7207 Cap-K Ranch Miller Nichols Living Trust 9363 Frying Pan Rd. Basalt, CO 81621 RE: Final of ISDS Permit No. 1353-94 Parcel #2469-054-00-012. Property located at: 9363 Frying Pan Rd., Cap-K Ranch, Basalt. Dear Mr. Larson, 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 328-8755. Sincerely, Laura Fawcett Environmental Health Specialist ENCL: Information Brochure Final ISDS Permit enclosures DATE: May 19, 1995 e){J # b 5'7/ TO: Ray Merry Eagle County Environmental Health FROM: McLaughlin Water Engineers, Ltd.; Dean Derosier RE: Final Inspection Nichols/Gilchrist (Cap-K Ranch); Septic System; 94-15.01 On Tuesday May 16, 1995, 1 performed a Final Inspection of the Cap-K Ranch\Nichols Gilchrist septic system. During my inspection. I observed the successful operation of the pumps from the dosing tank to the Mound System, through a complete cycle. I also tested the operation of the high water alarm system from the float in the tank to the alarm inside the home's utility room. All aspects of the operation meet my approvals. I observed the system several times during it's installation, and found that the system was generally installed according to the plans and specifications prepared by myself and McLaughlin Water Engineers with no changes by the contractor. The existing line that was in place coming from the existing ranch foreman's home was replaced after Inspection found It to be in relatively poor condition. All existing tanks were pumped and seemed to be operating without any problems. The system was approved and placed into service on the date of my Inspection. If you have any question concerning the installation, please feel free to contact me at any time, 970-925-1920. Thanks, Dean Derosier GDD/94-015.01 CC: Doug Rager Red Mountain Construciton COMMUNITY DEVELOPMENT DEPARTMENT (3031328-8730 EAGLE COUNTY, COLORADO December 2, 1994 Nichols/Gilcrist 9363 Frying Pan Rd. Basalt, CO 81621 Dear Applicant, 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO 81631 FAX: (303) 328-7185 The Environmental Health Division would like to notify you to make a formal request to extend your Individual Sewage Disposal System(ISDS) Permit #1353-94 into the 1995 construction year. The Environmental Health Division discontinued percolation tests on November 15, 1994 and final inspections on December 2, 1994 due to climatic conditions. ISDS permits are active for 124 days after the date of issue if no Building Permit has been issued for the same property. If a Building Permit has been issued for the same property the ISDS will expire at the same time as the building permit. If you still plan to apply for a Building Permit this year or in the early months of 1995 you will need to have a percolation test conducted before your Building Permit will be released. You will have to contact a Registered Professional Engineering(RPE) firm to conduct your percolation test. If you have had your permit issued and have not had your final inspection completed, but plan on constructing the system in the next few weeks, please give our office a call and we will evaluate your permit on a case by case situation. Please give the Environmental Health office a call at 328-8755, if you have any questions regarding your permit extension process. cc: ISDS Permit #1353-94 File ENVIRONMENTAL HEALTH P. 0. BOY. 811 PERMIT NO. 1, /_� EAGLE, COLOi2ADO 81631 / I _ , , , APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PE&fIT Name of Owner: Cap—K—Ranch Phone: 927-3382 Address of Owner: Is facility within boundaries of a city/town or sanitation district? no Distance to nearest sewer system: Location of Proposed System: update of existing system Legal Discription: 9 miles E of Basalt on FryinjS pan Type of Structure: Single Family Dwelling ( x) Other: No. Bedrooms Water Supply: Private Well ( x) Size of Lot: Public: (Specify) An appropriate plat plan must accompany site inspection for this application showing required information. (See attached sheet.) The individusl sewage disposal system will be constructed and installed in accordance with the regulations governing individual sewage systems within Eagle County, and shall comply with Ilouse Bill 1553 CRS 66-14, 1973. Payment shall be made to the Eagle County Treasurer. Permit, upon approval of this application, may be obtained at the Eagle County sanitarian's office. Appointment for final inspection must be madeprior to construction by contactin the inspecting sanitarian. Phone 328-7718 between 8:30 and 9:00 AM. Aefer to permit number. No approval will be given on any system without final inspection. Name, address, and telephone of person responsible for design of system: Rovilty Water Service F. O. Z= 4S PU WA7 - The s tha t will i a to tie application or the above information is true and that false information subsequent permit. SIGNATURE OF APPLICANT:( c , Lzt� U—) ­1 1e�,;4 _ Date: — _ 73 ( This application becomes invalid 6 months from above date.) HEALTH DEPARTMENT USE ONLY Percolation Information: / G / 9�4 11r,0 Permit NO.��� Tank Capacity: gal (minimum) Fee Receipt: Absorption Area: Sq.ft.(minimum) File: REMARKS: I,,; - APPLICATION IS: APPROVED ( DENI,ED ( ) The above individual sewage disposal system was installed by AND HAS BEEN INSPECTED AND APPROVED BY A REPRESENTATIVE OF THE LE OUNTY REALTII DEPT. Date: + Sanitarian: .. ..... .. t. McLaughlin Water Engineers, Ltd. "Tax MEMORANDUM DATE: August 9, 1994 TO: Doug Rager, Ray Lavender and CO. FROM: McLaughlin Water Engineers, Ltd.; G. Dean Derosier,P.E. RE: Nichols/Gilchrist SEPTIC SYSTEM DESIGN This memorandum is written to give you additional details on the design, materials, and installation of the Septic System which was designed to serve the proposed new home, which is being constructed on the Nichols/Gilchrist property. The memorandum is separated into three sections; 1 - Septic tank and Mound System design, 2 - Effluent lank design, 3 -- Installation and Materials for the system. The design drawing is also attached for additional reference. V Septic Tank and Mound System Design: The location of the home and the site conditions determined the required type of system which was to be designed. The site is located adjacent to Frying Pan River, on a bench just above the River. The difficulties encountered dealt with the limited area to work with, the soils at the site, and the GROUND WATER 3 to 4-FOOT BELOW THE SURFACE, and other items. These items lead to the design of a system which would use a standard septic tank and Mound System, and will require a pump to lift the effluent up to a flat area next to the home site and existing system for disposal. The system design was based on the ultimate construction of a 4 be ,�)m r>sidence, which required at a minimum, the installation Of SKY=I �110 septic tank for the separation of solids and a YOP choose a 1,250 gallon tank as the main septic tank, and a 1,000 gallon tank as the effluent pump dosing tank for a total capacity of 2,250 gallons. Larger tanks may be used if desired. The Main Septic tank is a double chambered tank and the effluent pumping/dosing tank is a single chambered unit. The two tanks are to be installed in a series with the septic tank first, followed by the effluent pump tank. The tank invert piping elevations are to be as shown on the attached design drawing. The Mound System sizing is based on the soil percolation tests, ground water depth, using low flush toilets, and using a dosing system to disperse the flow evenly into the system for disposal. The percolation results showed a soil with a good percolation rate f 11 - 20 minutes per inch, with ground water being encountered at 6N� e1q, pproximately 4-foot. The high percolation rate, the dosing ,system, and the flow anticipated to utilized by the system determine the size or the Mound System required. Using 1.2 gallons per square foot, a flow of 900 gallons requires 750 square feet of 007 Septic field in the Mound System. The details of the Mound System; installation, elevations, a D d location are shown on the attached design drawing and sheets. The overall system size will be 35-feet X 60- Peet ','Altthija actual field size is 20-feet X 40-feetly0he transmission piping, manifold, and distribution laterals are to be sch 80, pvc piping, The laterals are to be perforated piping with 6-inches of gravel under and 2-- inches of gravel over the pipe. The sand to be used in the system is to be a medium sand with the following characteristics: 25%+ between 2.0 and 0.25mm; 30-?5%- between 0.25 and 0,05mm; and 5-10% between 0.05 and 0.002mm. This sand is similar to the masonry sand vailable at Rearing Fork Sand and Gravel. Installation details and instructions are attached to this memorandum. Effluent Pumping Tank-, The effluent Pumping tank is required to pump the effluent from the septic tank to the septic field in the terrace above the home site. The tank capacity is approximately 1,000 gallons. The tank was sized in a -Own to get the required additional septic tank capacity and to cycle the pump operation of the system. The pumping system required needed to pump the effluent tip approximately 6-feet of elevation difference and 7-feet of piping and head losses, for a total of 13-feet of head. The pump we have chosen for the system is a submersible, by Hydromatic Pump, Model number OSP33, a bronze Pump system, with Auto -Control. The pump is a .30 horse power, single phase, 115Volt unit, with a 1-1/2-inch discharge and a built in diaphragm level control system or optional float system to regulate the operation of the pump based on water levels in the tank. The pump operation and installation is simple, as the water level in the tank rises it switches on the pump, which operates until it reaches the bottom of the pump and shuts the pump off. We recommend the operational float level system for the tank. A double float system will need to be used, by S. J. Electra Systems, Model 15DFU 120V WP. The pump is to set on the floor of the tank approximately 6-inch above the floor. (Design details for operational water levels in the tank are to be field determined by the design engineer. The type of pump control depends on the dimensions of the tank), The pump operates at a approximately flow rate of 47 gallons per minute at the required head, and pumps the effluent tip to the, manifold just prior to the distribution laterals. The manifold distributes the flow into the laterals. The flow is evenly divided into the 5 piping systems, with 1/4-inch holes at 42-inch centers. Additional information on the selected pump is enclosed for your review and use. At your option a second pump could be purchased as a backup or stand by pump. This would shorten the system down time sad inconveniences which will occur if the pump breaks down or has other problems. The cost of the second pump is approximately $750.00, It is not required, but is recommended. The effluent tank is also required to be equipped with a high water level alarm system to alyrL you when a pump has failed to operate or another problem has risen. The high water level alarm system is operated by a float, mounted on the tank wall, which is activated when the water level rises to a chosen point above the normal operating pump level. The float signals a red light and a buzzer, which should be located in your adjacent mechanical room or garage. The buzzer Can be turned off manually signaling acknowledgement of the problem, but the red light stays on until after the water level drops back down. This is a required safety feature which assists the owner in the satisfactory operation of system by letting you know you have a problem before it becomes an emergency situation. The system we have chosen is a Tank Alert 1. by S.J. Electro, (See design drawing for additional level control details. f have included 2 - 2-inch pvc conduits to be run from the adjacent home to the effluent pumping tank. One is for power to the pump and the other one for the high water level control system. Please inform the electrical designer of the home of these additions. Installation and Materials: The septic tanks can be obtained from Copeland concrete products in Rifle, or from the locally in Emma from Dreager. The tanks should be located as shown on the drawings and installed level. The access ports are to be sealed water tight and brought up to within 6-inches of final grade. If in the event the tanks are too high, minor landscaping may be required to bury them. The invert elevations for both tanks are critical to the operation of the pump and should be followed closely. The blackouts for the inlets and outlets are also required to sealed water tight to prevent infiltration, All piping, pump, and alarm system materials can be obtained form Dotson Engineering products in Glenwood or Grand Junction Pipe in Basalt. The 4-inch piping from the house to the septic tank and to the pumping tank is 8DR 35. All manifold, distribution, and lateral piping is to be Schedule 80 PVC. All Piping should be installed at a minimum depth of 3.5-feet. The pumping line is to be laid with the shown slope to permit the line to drain back into the tank after each pumping cycle to prevent freezing. The laterals are to be installed as shown on the drawing and are need to be installed to within + or - .01-feet. (See attached design drawing for bedding details and additional installation notes.) The septic system installation can be done by any excavation contractor who is familiar with this type of project. If you have any questions on the design or other items, please feel free to call Die at any time. See installation and construction notes attached to this memorandum. CC: Ray Merry - ECEfI MWE - Denver Thanks, Dean Derosier M PC-80 Uses: Basement sumps 5e(4ic tan;, effluent 'dlast�- :. aari .7 Ci'1n:'.I�a.e rnnit� 5 C-F.8`y'e ejvcfars Au conditioning condensate Industrial circuletuis Elevator pit. Fire protection Irrigation Construction dewatemiq Stock watering Lduirl transler BI! 1- rOnl;, HY©POMATIC PUMPS 'y A Marley Pump Company zW _M OSP33 MAX. SOLIDS 518" SPHERE — 1750 RPM 24 20 16 i 12 00 ~ a 4 0 0 1 10 20 30 40 50 60 U.S. GALLONS PER MINUTE SP50 AHIMH; SP100 AHIMH — MAX. SOLIDS �/." SPHERE — 3450 RPM 60 50 40 0 w x 30 0 `o 20 10 0 0 0 6 2 0 0 I � I II i SP100AN FULL LOAD AMPS AT 16 2"V. 15.00, AT 2MV, 7.50 - THp $0 FULL LOAD AMPS AT 36 230V. 5D. AT 460V. 2.50 I I -Hps I SPWAH FULL LOAD AMPS AT 16 115V. 12.25, AT 2NV. 6,125 ULL LOAD AMPS AT 30 231V. J.5, AT 4Eov, 1)5 I�qH 20 40 60 60 1W 120 140 U.S. GALLONS PER MINUTE 114 HP FULL LOAD AMPS AT 16, 230 V. 11 U.S. GALLONS PER MINUTE OSP33 • Completely submersible with pump, motor and level control in one compact unit. • Non -clog bronze impeller operates with higher capacities and heads. Capable of handling 5/8-inch spherical solids and lint without clogging. • No suction screens to clean. • Oil -filled, double ball bearing motor with built-in overload protection- • Reliable diaphragm switch. • Completely field serviceable. • Heavy-duty stainless steel shaft. • Choice of cast iron or bronze. SP50H/SP100H (High Head) • Open two -vane sewage type impeller passes 3/4-inch solids. • Pump shaft is corrosion -protected steel and all fasteners are stainless steel. • Single and three phase 1/2 HP (SP50H) and 1 HP (SP100H) motors. Ball bearing construction. Oil filled for long life and cool running. • Exclusive oil -isolated switch for reliable control. •2-inch NPT discharge. SKH150 • Non -clog impeller passes 3/4-inch solids. • Oil -filled motor for coolest running and longest life of bearings and motor. • Pump shaft and all fasteners are stainless steel. • 1-1/2-inch NPT discharge. •Spring loaded mechanical seal with carbon and ceramic faces. • Pump -out vanes on rear shroud of impeller help prevent build up of stringy material and grit in seal area. JUN 18 '90 16:54 C.P.S. DISTRIBUTORS J PAGE .03 A qualify mercury sw/tch designed to outlast the pump It controls PIGGYBACK fp� ( PLUG C" ! 1' �•r RELEASABLE MOUNTING STRAPS Tho Double Float pump switch consists of two floats ("on" and "off" float), two cables molded to one piggy -back plug cord, and two releasable mounting straps. Both sealed floats contain a heavy-duty mercury switch with a holding relay sealed Inside one float. The special heavy-duty, mercury -to. mercury type switches, togothor with a unique circuit, prevent relay -contact arcing when starting and stopping a pump- Utilizing this no -arc concept, the float switch is capable of directly switching high -motor starting currents: 120V - 1 HP maximum; 230V - 2 HP maximum. ADVANTAGES • Reliable, independently -mounted switch or:9. reduces drudgery of automatic pump repall • Unique electrical circuit designed for million. operations • Totally self-contained pump switch - no cant panel required • Directly switches pumps with high starting c rents • Sealed waterproof and weatherproof • Adjustable pump range 1" (2.54cm) to . (121,92cm) maximum ° May be used with large or small pump chamb, • Not sensitive to turbulence ENTIRE UNIT (control as well as cord set! Listed and CSA Certified ° Two-year limited warranty U.S. PATENT NO. 4262216 and 4291261 The Double Float pump switch provides dire automatic pump operation in sewage and wat systems. When DFD float Is tipped When DFD float is tipped :- down, mercury remains In mercury moves to conta non -contact position. position. SPECIFICATIONS MODEL: 150FD 120V WP (with plug) PUMP DOWN ISDFU 120V WP (with plug) PUMP UP 150FD 120V WOP (without Plug) rOk EMPTYING IDDFU I2OV WOP (withoutplug) FOR FILLING 15DFD 230V WP (with plug) 15DFU 230V WP (with plug) iSDFD 230V WOP (without plug) 1SDFU 230V WOP (without plug) NOTE: Numbers preceding model designation (DFD or DFU) refer to cord length. The Double Float has standard piggy -back cor lengths of 15 ff. (4.57m), 20 ff. (6.09m), and 30 ff. (9.14m). Available without plug In other lengths. (Please specify length.) FLOATS: HOUSING: 3Jfi Inch (8.077 cm) x 3.073 Inch (9.842 cm) long, fhick-wall non -Corr OSlve PVC plastic for use In liquids up 1400F (60•C). MERCURY TILT SWITCH: Mercury -to -mercury contacts, encapsulated In steel. CABLE: 14 gauge, (UL) SJOW-A-SJOW (CSA) Neoprene, water-resistant (cable from float to splice). 14 gauge, 3 conductor, (UL) SJTOWA-SJTW (CSA) thermoplastic, water-resistant, with molded plggy•bac plug. 9LRGTRICAL: RATED: 12OV.A.C., 6OHz. Singly phase 23OV.A.C., 6OHz, Single phase Maximum pump running current: 15 Amps Maximum pump running current: 15 Amps Maximum pump starting current: 55 Amps Maximum pump starting current: 35 Amps Recommended for use an pumps of 1 HP or less Recommended for use on pumps of 2 HP or les provided pump amp draw does not exceed 15 provided pump. amp draw does not exceed running amps or 55 starting amps. running amps or 35 starting amps. This pump control should be used only with pumps eouipped with integral iharmni nverinnd prnterlinn WARNING: Connect 12OV DoW1e Floal c01111'013 10 120 VOIt• only. Connect 230V Double Float controls t0 230 Volts Only. NOTF: rine M,,hla Flnal mn v h° mirnrl fn nruraf° r°Inv mnf.N —.1. f. ,..­k I-- ..............n..u.-. tef Design Effluent Distribution Network. See Section 7.2.8(f). 7.2.4.4 Construction a. Site Preparation "good construction techniques are essential if the mound is to function properly. The following techniques should be considered: Step 1: Rope off the site to prevent damage to the area during other construction activity on the lot. Vehicular traffic over the area should be prohibited to avoid soil compaction. Step 2: Stake out the mound perimeter and bed in the proper orienta- tion. Reference stakes set some distance from the mound peri- neter are also required in case the corner stakes are dis- turbed. Step 3: Cut and remove any excessive vegetation. Trees should be cut at ground surface and the stumps left in place. Step 4: Measure the average ground elevation along the upslope edge of the bed to determine the bottom elevation of the bed. Step 5: Install the delivery pipe from the dosing chamber to the mound. Lay the pipe below the frost line or slope it uniformly back to the dosing chamber so it may drain after dosing. Back fill and compact the soil around the pipe. Step 6: Plow the area within the mound perimeter. Use a two bottom or larger moldboard plow, plowing 7 to 8 in. (18 to 20 cm) deep parallel to the contour. Single bottom plows should not be us- ed, as the trace wheel runs in every furrow, compacting the soil. Each furrow should be thrown upslope. A chisel plow may be used in place of a moldboard plow. Roughening the surface with backhoe teeth may be satisfactory, especially in wooded sites with stumps. Rototilling is not recommended because of the damage it does to the soil structure. However, rototilling may be used in granular soils, such as sands. Plowing should not be done when the soil is too wet. Smearing and compaction of the soil will occur. If a sample of the soil taken from the plow depth forms a wire when rolled between the palms, the soil is too wet. If it crumbles, plowing may proceed. 253 b. Fill Placement p 1: Place the fill material on the upslope edges of the plowed area. Keep trucks off the plowed area. Minimize traffic on the downslope side. Step 2: Move the fill material into place using a small track type tractor with a blade. Always keep a minimum of 6 in. of mate- rial beneath the tracks of the tractor to minimize compaction of the natural soil. The fill material should be worked in this manner until the height of the fill reaches the elevation of the top of the absorption bed. Step 3: With the blade of the tractor, form the absorption bed. Hand level the bottom of the bed, checking it for the proper eleva- tion. Shape the sides to the desired slope. C. Distribution Network Placement Step 1: Carefully place the coarse aggregate in the bed. Do not create ruts in the bottom of the bed. Level the aggregate to a minimum depth of 6 in. (15 cm). Step 2: Assemble the distribution network on the aggregate. The mani- fold should be placed so it will drain between doses, either out the laterals or back into the pump chamber. The laterals should be laid level. Step 3: Place additional aggregate to a depth of at least 2 in. (5 cm) over the crown of the pipe. Step 4: Place a suitable backfill barrier over the aggregate. d. Covering Step 1: Place a finer textured soil material such as clay or silt loam over the top of the bed to a minimum depth of 6 in. (15 cm). Step 2: Place 6 in. (15 cm) of good quality topsoil over the entire mound surface. Step 3: Plant grass over the entire mound using grasses adapted to the area. Shrubs can be planted around the base and up the side - slopes. Shrubs should be somewhat moisture tolerant since the downslope perimeter may become moist during early spring and late fall . Plantings on top of the mound should be drought 254 TABLE 7-8 COMMONLY USED FILL MATERIALS AND THEIR DESIGN INFILTRATION RATES (24) Design Infiltration Fill Iaterial Characteristicsa Rate — ._..- — -- - -- gpd/ft2 Medium Sand >25% 0.25-2.0 mmr -1.2 <30-35% 0.05-0.25 mm <5-10% 0.002-0.05 mm Sandy Loam 5-15% Clay Content 0.6 Sand/Sandy Loam 88-93% Sand 1.2 Mixture 7-12% Finer Grained Material Bottom Ash - 1.2 a Percent by weight. b. Geometry of the Absorption Bed The absorption area within the mound system can either be a bed or a series of trenches. Beds are typically used for single homes or other small systems because they are easier to construct. The shape of the bed, however, depends on the permeability of the natural soil and the slope of the site. In most instances, a rectangular bed with the long axis parallel to the slope contour is preferred to minimize the risk of seepage from the base of the mound. If the natural soil has a percola- tion rate slower than 60 min/in. (24 min/cm), the bed should be made narrow and extended along the contour as far as possible (see Figure 7- 12). In soils with percolation rates faster than 60 min/in. (24 min/cm), the bed can be square if the water table is greater than 3 ft (0.9 m) below the natural ground surface (4)(25). 245 FIGURE 7-13 MOUND DIMENSIONS Straw or Marsh Hay Medium Sand Fill r, "'Subsoil Plowed Surface Perforated .Clay Fill or Pipe Topsoil H_: C G F o Topsoil I% Slope \3/-2Yz in. Rock (A) Cross Section W Distribution I I Laterals I i I Bed of I 3/a"-2Yz" Rock I I I Slope IK (B) Plan View 247 L Project Subject McLaughlin Water Engineers,, Ltd. Project No.—rJ%S. c :.Date ?/ g '2 Page * (-h A x 7SAJ �J 0,12 z. I �77- L 3G'35 O.US _G.2 S� il�r 12 vi L� /5 Gnu ,12 - t (3a*7-�c,, 0-14 rzC, I-D %l /�7c = —�/ C;, d b/'I!J s,� = 1 / J. a b,'e-2 d XqO l•c�GP/J�G�2 =� Project Subject /C= /r X 3 l 2 Project No Date Designed Page Citl. y <-7 2 / 19 '5W 17 /-�..7 /1 � Qy„,- '�D (T r L 750o G1 sF 61 //l/ ) t S�3- J, Oy Gam,,,) ��lf 7 L,q/5�' ft(S - 5 �L 7,11,!: �� X S� 1), 1 < s A'q ;i�t%3 l6i Love 75aC19(5 (005,iVC-5 Ci 9(5 f2o T,:E SLyr_�Cs C�7 /lo 0 A 7 7 /o F2 c-rnr."A- )Lc) m m 7t=;Zr Cyr,-,rts S Y 3 5 = /-2 s ����� ram` -✓� 5a.� G�� 5 - 6111, s- IT0N HEPWORTH-PAWLAK GEOTECHNICAL, L-4C. 5020 Road 154 Glenwood Springs, CO 81601 April29, 1994 Pax 10394s-e4s4 Phone an 98s.7986 McLaughlin Water Engineers Attn: Mean Derosier 210 A Aspcn Airport Business Center Aspen, Colorado 81611 Job No. 194 192 Subject: Percolation Testing, Cap K Ranch, 9363 Frying Pan Road, Eagle County, Colorado, Gentlemen: As requested by Dean Derosler, Hepworth-Pawlak Geotechnical, Inc, conducted subsoil exploration and percolation testing at the subject site on April 14 and 15, 1994. The findings of our work and observations are presented in this report. On April 14, 1994 two profile pits and three percolation test holes were excavated with a rubber tire mounted backhoe. Locations of the profile pits and percolation test holes are shown on Fig. 1. The subsoils encount@red in Profile Pit 1 consisted of 0.5 feet of topsoil overlying silty sandy gravel with cobbles to the maximum depth explored of 7.5 feet. The materials exposed in Profile Pit 2 consisted of 3 feet of silty sandy gravel man -placed fill containing cobbles and boulders. Ground water was observed at 5' 9" and 2' 10" in Profile Pits 1 and 2, respectively_ The percolation test pits were soaked on April 14, 1994, On April 15, percolation testing was performed in the three test holes between depths of 19 and 29 inches. The percolation test results are summarized on Table 1. If you hava any questions or we may be of further assistance, please call our office. Sincerely, HEPWORTH-PAWLAK GEOTEC14NICAL, INC. Louis Eller xt*Xo6 Rev. by: LEJro "V-0& f/,%'y Attachments HEPWORTH•PAWLAK GEOTECHNICAL, INC, TABLE DCOr�nl AT,tf w, Tr�n�- .. HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHE6) WATER DEPTH AT END OF INTERVAL ONCHEW) DROP IN WATER LEVEL ONCHE51 AVERAGE PERCOLATION RATE (MIN.IINCH) P"1 19 15 refill raflN rafi(I 11 5 6 7 11 8 3 S 6 112 1 1/2 10 314 8 1/2 2 1/4 8 112 7 1 1/2 11 01/2 21!2 8 112 8 114 2 114 C.2 P-3 29 24 15 15 refill refill refill 11 1/2 10 1 112 40 9 10 9 112 1/2 9 112 9 1/4 114 9 1/4 8 314 112 8 3/4 8 112 1/4 8 1/2 8 1/4 1/4 8 1/4 10 7314 e 112 4 10 1/2 7 3 112 7 4 3 10 314 8 2 314 S 6 114 1 314 10 112 9 1 1/2 8 7 2 Note: Percolation holes were dug and soaked on April 14, and the tests were conducted on April 15, 1994. Approximate Scale 1 " = 10' Exlsting Residence (9363 Frying pan Road) I 194 192 1 ' 15'vvvn I M-r-mvvLIAM GEOTECHNICAL, IncLocation of Percolation Test pits Fig. 1 PE ,COLATION TEST AND SITL INSPECTION PE'�'MIT NO.OTHNLL.: Cap—K•-Ranch, t, Street Address or Legal. Description: 9 miles E of Basalt on Frying Pan. DO NOT WRITE BEjj( v7 THIS LINE Date of Test:- -- 3 '74r Denth of hole: Diameter! Tt.nn „F r.,; 1 . Location of Test Hole: I Test hole was presoaked f OWNER: Cap-K Ranch East of BAsalt Percolation Rate: LOCATION: 10 acres - 9 miles east of Basalt on Frying Pan INSTALLER: Royalty Water Service - Basalt SIZE OF TANK: 1,000 gallons DWELLING: Single family - 7 bedrooms PERC RATE: One inch/20 minutes (640 sq.ft.) Finalized: 11-28-73 HPI e40 /s'.« By: Erik Edeen Site has been reviewed and tested Ifor percolation rate. / We recommend: APP.:OVAL ( � DISAPPROVAL { ) Date: l �� 2- 8 NOTE: Plot plan showing boundary lines, location of proposed building or buildings and design of septic system must be submitted with Application for Permit to Construct. The back of this form may be used to show plot plan and design of system. . By. Sanitarian P. 0. Box 811 !lephone (303) 328-7718 Eagle, Colorado 81631 30 Yds. 1j washed I Royalty Water Service P. O. 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