The URL can be used to link to this page

Home My WebLink About5020 Frying Pan Rd - 246701306001INDIVIDUAL 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. 1744-97 BP NO. 11620 OWNER: MEREDITH LONG PHONE: 713-523-6671 MAILING ADDRESS: 4959 FRYING PAN RD., BASALT, CO 81621 APPLICANT: GERD ZELLER PHONE: 970-920-6722 SYSTEM LOCATION: 4959 FRYING PAN RD., BASALT, CO TAX PARCEL NO. 2467-013-00-003 LICENSED INSTALLER: STUTSMAN / GERBAZ, INC.,DAVID STUTSMAN LICENSE NO. 16-98 PHONE: 970-923-2734 DESIGN ENGINEER: MCLAUGHLIN WATER ENGINEERS, LTD, DEAN DEROSIER PHONE NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 750 GALLON SEPTIC TANK 500 GALLON DOSING TANK 325 SQUARE FEET OF ABSORPTION AREA VIA 21 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 10/97. MAINTAIN 4FT SEPARATION BETWEEN GROUND WATER AND ABSORPTION AREA. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED WITHOUT SEPTIC SYSTEM APPROVAL. ENVIRONMENTAL HEALTH APPROVAL: DATE: MAY 11, 1998 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 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: 325 SQUARE FEET (VIA 21 INFILTRATOR UNITS ) INSTALLED CONCRETE TANK: 750 GALLONS IS LOCATED DEGREES AND FEET FROM SEE SITE PLAN FOR SYSTEM CompoNFNT T(1CATTnNS COMMENTS: ENGINEER FINAL CERTIFICATION RECEIVED AliGliqT 15, 9000 THTR RYRTFM TR (mi,v LARGE ENOUGH TO ACCOMMODATE THE APARTMENT IN THE GARAGE A ONE BEDROOM RFSTDFNcF ANY FUTURE ADDITIONAL BEDROOMS WOULD REQUIRE AN ALTERATION TO THE SYSTEM 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: AUGUST 16, 2000 r ! ' ! . by 6-12-96 11 :12 Xommun i tyDeve l oilmen t- 'Site Plan MUST be attached) 97092511,)74: ;r 1 i ISDS Permit APPLICATION FOR INDIVIDUATE SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631. 328»-8755/927-3823 (El Jebel) * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY T ASUREI2" JA0V PROPERTY OWNER: MAILING ADDRESS: APPLICANT/CONTACT PERSQ : t,AILING ADDRESS: /P- LICENSED ISDS CONTRACTOR: COMPANY / DBA : • 6163 / x {E� PHONE: PER14IT APPLICATION IS FOR: ( ) New Installation ( ) Alteration ( ) Repair vc;�***�4r�k**�c9c*�c�e*�r*iF�'e�r�e9e9r�r��k*�c**�fr�*�r�ede�F��e�c�4�e�k�e�F�k�r,t�r�r-k�1r�c*r�c�r�k�t�c�k�r�+hrk�riF�t,a�4de,k�rv�icl: LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # (if known) Legal Description: Subdivision: Filing: —Block: -Lot No. _ Tax Parcel Number: AL, 6`b 3 Lot Si2e•�1 street Address: 0 BUILDING TYPE: (Check applicable category) ( ) Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) (Y Well ( ) Spring ( ) Surface (.) Public Name of Supplier: _ Number of Number of Type Bedrooms ��- Bedrooms *These systerrys require design by astered Professional Engineer SIGNATURE: Date: _ UTO BE hh �7 AMOUNT PAID: DETED BY THE COUNTY RECEIPT #: U / �pS -- DATE: CHECK #: CASHIER' Post -it" Fax Note 7671 Deco (� rp-pes` From —` Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com August 16, 2000 Meredith Long 5020 Frying Pan Road Basalt, CO 81621 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1744-97, Tax Parcel #2467-013-00-003. Property location: 5020 Frying Pan Road, Basalt, CO. Dear Mr. Long: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Environmental Health Department Eagle County Community Development ENCL: Informational Brochure Final ISDS Permit cc: files Fagle County t iAdir!q N. . fox. i 9 4141 EAGLE COUNTY, COLORADO Date: May 11, 1998 TO: Stutsman, Gerbaz, Inc. FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No. 1744-97. Tax Parcel # 2467-013-00-003. Property Location: 4959 Frying Pan Rd., Basalt, CO., Long residence. Enclosed is your ISDS Permit No. 1744-97. It 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. 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. Your TCO will not be issued until our office receives this certification. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files McLaughlin Water Engineers, Ltd, Dean Derosier Aspen/ Snowmass P.O. Box 37, Aspen, CO 81612 Construction, Inc. FAX To: Janet -Environmental Health Phone: Fax phone_ 070 328 0349 M. - Date: 8:51 AM08/1 S/00 Number otpages including cover sheet: 2 Gerd Zeller Phone; 970-920-6722 Fax phone: 970-920-0907 REAMRKS! 11 Urgent F1 For your review 0 Reply ASAP ❑ Please comment The following is the final inspection by Dean Derosier at the Lang residence, which inadvertently had never been filed with you. Hopefully this brings us into compliance. Thank you. Gerd M. Zeller, President Aspen/Snowmass Construction, Inc. IF YOU DO NOT RECEIVE ALL OF THE FOLLOWING PAGES CALL 970-920-6722 ASAP AUG-15-2000 TUE 07:59AM IM EAGLE COUNTY ENU HEALTH ParF--1 MccLAUMIL WAT":R ENGIT `E} ltd. 117 F l4A2 C �pt" a C4?1.f.?RAW 916)1 97Q.,)25-1'12t.1 j?To i5-1974 fax n►wcz*wcrftC— MEMORANDUM fate - r- at Sa+�l�b Cou»tY �vlron��lra1 Iieal.Ch. --1 Daau irsiaxs X'rLag9hl3n p4atklrtgi*+ixF. 7,t4. . L >i+ea�. 4e - Sotic System "final - 97-013.02 Ce Pet t� a sp6tYm olY t� $rYsug 'Paa Ri mr war, �lftal3�itd p iCQ$ .The L it�tiid+esx et+ed the ineta1-L;Lt"0t' Of t" rprat"' ass ast4 GDP 1nave 1 S . s desi� � RcSR 'C*Cl- it io istito ggrVirre . rD acco'dixv = 1 arcd zRCe a t7i.0>a to find it Wall Lngt+�lled install Pe= letter to to serve as the aeCept��e XRtt$7�stem. The S]+aC� �s RekmiYt Eagl+s county f °r f iswel accapCa t ths W-hich ►till e,llaw i t to ant ao tbO the damwadrarria�3. wj th no Ch*ug** drawlP9- P: rs 7dd\f,jN9-F-4136_42 ptions- TOTAL P.02 AI IG-9 S-PRIA I TI IF 07: S9AM Tn, FAGI F ("Ill INTY FNLJ HFAI TH pn=z- a ANDERSONDESIGN December, 18, 1997 Heather Savalox Environmental Health Dept. Eagle County 500 Broadway Eagle, CO 81631 Re: Long Property Dear Heather, Regarding our conversation this past week on the Long property and subsequent drawing showing the proximity of the new leach field in relation to the existing, I have reviewed the fax you sent and I can not find any correlation between the Long property and the property shown on the Fax. It is my understanding that the Long's own Lots 1, 2 and 3 in the Hamby Subdivision as shown on the Survey. They also own the 26.36 Acres adjacent to their Hamby property and across the Frying Pan which is where they are wanting to build. Currently, there is no structure on their 26 acre property and, unless I am missing something, it does not appear the property shown on your fax has any relationship to the Long's property or new leach field. Please review the Survey's I have enclosed and let me know what your take is on this situation, I would love to know if I am over looking something. Thanks for you time. Please call me if you have any questions. Sincerely, Mer cc: R. Klein ® z w W " ® Ca Z W rJ C).a) W D Ir O CU 117 AABC, Suite 105 Aspen, CO 81611 970-925-6723 Fax 925-6724 ------r-------------------------------------------------------------------------------------------------; P.3 Co'r' e-)4/ t NVIRONME AL HEALTH DEPARTMENT 1 I Property addres Legal descripti Property Owner: Name Address Phone Note: • Percolation Test Form, Site Plan and Grain Size Distribution Curve of the Sample must be submitted with this form. • For all Lots <5 acres the site plan must include the entire lot. Test locations must be accurately tied to lot corners or other permanent markers. Location of perc and profile holes must be mapped adequately and identified with stakes, flagging, etc. Profile holes must be staked as #1, #2, and #3. Saturation and Swelling • Smeared surfaces removed: Yes X No • Sand or gravel added: X Yes No • Date and time presoak water added: /a16lcl --7 y'c U Amount of presoak water added (gallons): -3 - C 5 • Date and time percolation test is started: / 6 l -7,1q -7 • Did water remain in hole after the overnight swelling period: Hole 1 Yes \�No Hole 2 Yes No Hole 3 Yes No Percolation Rate Measurement Percolation Rate (min./in.) Hole 1 )3.) Hole 2 0. 3 Hole 3 1.3. 3 Average / �• Groundwater: • Encountered @ S s feet. • Estimated depth to maximum seasonal water table if not encountered in profile: • Is area believed to be subject to seasonal fluctuations which could result in a seasonal water table within 8' of surface? Yes No Slope determination in absorption area: D % to the — (direction) Bedrock- • Encountered @ feet. • Estimated depth if not encountered in profile: ' • Type of bedrock: Sandstone Claystone Siltst.one Other • Is bedrock fractured or weathered? Yes No • Is bedrock believed to be permeable? (perc rate <60 min./in.) Yes No P.4 Pofile Hole Information (Cont.) (Soils must be classified using Unified System ASTM D2487) Profile Hole Log Y G,1, /19 0 1 7:! 1 3 w s 5 ca a� 6 7 8 9 10 Certification n• I certify that the above information is correct and complete to the best of my knowledge and that all tests were performed in accordance with -the provisions of -County Health Department Regulation X by myself or der y sup rvis' n. Original rgnature Date /V? �iv�, L -/W Company Name / d2 C� Address q ? G --� a ,5 Phone Original Seal P.5 �ENVIl20NMENTAL HEAL DEPARTMENT "MMUMPOM' Percolation Test Result Form Hole Length of Water Depth Water Depth Drop In Percolation Hole Depth Interval @ Start @ End Water Level Rate @Final No. (in.) (min.) of Interval of Interval (in.) Interval (in.) (in.) (min./in.) 3�'1 r o drya � y2 L( a �0 31V YO �f 3 0 �/(( /YL 1-10 a r Y 50 �'U � '12- /Y yO yY � >✓ 3 , 3 �� 'Field Notes shall be recorded on this form or in this format; typed copies of field records may be submitted on this form. 'A four hour test must be conducted unless (a) water remains in the hole after the presoak in which case one 30 min. interval is sufficient, (b) the first 6" of water seeps away in <30 minutes in which case a one -hour test of 6 - 10 minute time intervals may be used, (c) the test is being conducted in sand in which case a one -hour test of 6 - 10 minute time intervals may be used, (d) three successive water level drops do not vary by more than 1/16 inch in which case a two hour test may be conducted. MWE. LTD. McLaughlin Water Engineers Date: October 8, 1997 To: Eagle County Environmental Health & Klein Architects From: Dean Derosier; McLaughlin Water Engineers, Ltd. RE: Long Residence- Septic System Design Notes The following are my design notes for the Long Residence Septic System design. - 1 -Bed Room - Approx. 1,000 Square Feet of living area - 100 gallon per day per person - 15 minute per inch perc rates - Perc Test by GDD - Ground water 5.50 feet from surface Tank sizing - 3 - Bed Rooms require a(750 gallon tank Flow = Q = 1 bed rooms x 2 peo/br x 100 gal/day/per x 1.75 x 1.25 �4433_8� gallons per day Area of Septic field required = A A = (Q\5) x square roots of the pert rate (AVG) = 438/5 X SR(15) A = 340 square feet A = 340 Square Feet Infiltrators = 18 square feet = 19 infiltrators Increase size of system to�9�Lnits to add additional capacity and even trenches - 3 trenches x 7 units long (421) = 21 Trenches 8-foot apart — Water level at 53.5 - Note: This is high seasonal ground water level - Winter water levels to be lower. Bottom of trenches to be 58.0 Add fill to obtain 18-inches of cover - Fill to be native soils similar to those at the site. Excavated material from the foundation of the proposed home 75-feet away is to be used. Dosing Tank required - 500 gallons Hydromatic SD -25 10' TDH at 35 GPM Dosing volume to be approx + 150 gallons G. D' n perp�aer, P. E. MEMORANDUM DATE: October 8, 1997 TO: Klein Architects and Eagle County - Heather S. FROM: McLaughlin Water Engineers, Ltd.; G. Dean Derosier,P.E. RE: Long Residence SEPTIC SYSTEM DESIGN - 1 bedroom home 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 1 bedroom home which is being constructed on the property next to the Frying Pan River. The memorandum is separated into three sections; 1 - Septic tank and System design, 2 - Effluent tank design, 3 - Installation and Materials for the system. The design drawing is also attached for additional reference. 1. Septic Tank and Mound System Design: The location of the homes and the site conditions determined the type of system to be designed. The site is located adjacent to the Frying Pan River, on a bench just above the river. The difficulties encountered deal with the limited area to work. with and included the ground water level, existing water courses, and flat location for the system. These items lead to the design of a system which would use a standard septic tank, Mounded Infiltrator System, and will require ay ump to lift the effluent up to a flat area.for d_isposal., High seasonal ground water level is 5.5 feet below the exist ground level. The system design was based on the ultimate construction of a 1 bedroom residences which required at a minimum, the installation of a 750 gallon septic tank for the separation of solids and a dosing tank. I recommend a 750 gallon tank as the main septic tank, and a 500 gallon tank as the effluent pump/dosing tank. The main septic tank is to be 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 or in the field as directed by the drawings. The dosing volume is to be 150 gallons per dose approximately 2 - 3 times per day. The water level, the dosing system, and the flow anticipated to utilized by the system determine the size of the Mound Infiltrator System required. Using 100 gallons per person per day and a peak factor of 1.75, a flow of 438 gallons per day requires 340 square feet of septic disposal in the System. Or 21 Infiltrator units in three trenches. Additional fill shall be placed over the infiltrators to obtain a minimum cover of 18-inches. Fill to be native soils similar to those encountered in the profile hole. The details of the Infiltrator System; installation, elevations, and location are shown on the attached design drawing and sheets. The overall system size will be 16-feet X 42-feet in three trenches. The distribution piping is to be SDR 35 sewer piping with a manifold at the trenches to evenly spit the flow. 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 500 gallons. The tank was sized in order to get the required additional septic tank capacity and to cycle the pump operation of the system. The pumping system is required to pump the effluent up approximately 5-feet of elevation difference and 5-feet of piping and head losses, for a total of 10-feet of head at 40 gpm. The pump we have chosen for the system is a submersible, by Hydromatic Pump, Model number SD-25, a bronze pump system, with a piggyback. float system. The pump is a .25 horse power, single phase, 115Volt unit, with a 2-inch discharge and amain 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, also by Hydromatic, Model 3900. 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 tanl, are to be field determined by the design engineer. The type of pump control depends on the dimensions of the tank). Dosing volume 150 gallons per dose. At your option a second pump could be purchased as a backup or stand by pump. This would shorten the system down time and inconveniences which will occur if the pump breaks down or has other problems. The cost of the second pump is approximately $200.00. It is not required, but is recommended. The effluent tank is also required by the County to be equipped with a high water level alarm system to alert 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 acknowledgment 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. Please check to see if the existing alarm can be reused. 2 - 2-inch PVC conduits are required to be run from the adjacent home to the new effluent pumping tanl.. 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 barn 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 ti kat and brought up to within 6-in es 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 blockouts 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 Dodson Engineering products in Glenwood or Grand J}}ffction, Pipe in Basalt. The 4-inch piping from the house to the septic tank and to the pumping tank is DR 35 All Piping should be installed at a minimum depth of 3.5-feet with clean outs at all 90-degree bends/and in line wyes at connects to main line. The 1-1/4-inch sch 40 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 me at any tune. See installation and construction notes attached to this memorandum. CC: Mein Arch - MWE - Denver ECEH Thanks, D rosier ! e40) tr. p CO O O O0 t7 F- 0 z lx G�9 r-W.J 0 4 If? CD Z �� ►' W ~ O Ww F-ZaX A W A _j Q w ap<W Lit J > U0J4H avzH- a F®G00> I iX % % Lo Z0 II J �F- W W !L 900 G�1 i= 'WQ i fl- Q wco oPw C43p F- cs l, a cn ! M u� W W w w cm �0 U7 0 In U) gt G m Ld H N Q t— a Lc! to LJ U Z w M (s? t�w z 0 _i to z C b 0 nU rW V to m u n F— cy- 0 t r- tJ-t c L- 14 z W Z0 'd PL6 I9Z60L6 'ON XVJ ON3 831VM N I IHOOVIOW L9 : L t 03M L6-80-100 1744-97 Tax# 2467-013-00-003 JOB NAME 4959 Frying Pan Rd. LONG Basalt, CO JOB NO. b P - I 1 Glb �rTJz�rrn BILL TO DATE STARTED lill.ctl DATE COMPLETED DATE BILLED i L ISDS -I"-- 1,�47-%3 rW a&� 12 30 (ssI<,e, T-5o 3ZS a.� 2I 4j4b1b4&5 JOB COST SUMMARY �!S .S %�H; f . S� era h 6L� (02� w ay►�( TOTAL SELLING PRICE a b5�✓�� l�ii 0 Sri v�v+1� SRO TOTAL MATERIAL 6-111 kg' 4tm7u�� TOTAL LABOR g �S INSURANCE Q - SALES TAX $ MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 JOB FOLDER Printed in U.S.A. i