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Home My WebLink About1921 Cedar Dr - 246704300004EAGI COUNTY DEPARTMENT OF ENVIRCI" IENTAL HEALTH Box 811 6th & Broadway Eagle, Colorado 81631 PERMIT (this does not constitute a building or use permit) 0 wner System Location Licensed Contractor Conditional Construction approval is hereby granted for a gallon Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Pere rate — inches in minutes — sq. ft. absorption area per bedroom # of bedrooms x— sq. ft. minimum requirement May we suggest Date Inspector FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to covering any part. Septic Tank cleanout to within 12" of final grade or aerated access ports above grade. .Proper materials and assembly. Adequate absorption (or dispersal) area. equate compliance with permit requirements. Zx Adequate compliance with County and State regulations/requirements. Date__4- 13 75 —Inspector 6 4 RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614, CRS 1973 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 structures not approved by the building and Zoning office shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section 111, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications con- tained in the application of permit commits a Class 1, Petty Offense ($500.00 fine - 6 months in jail or 1-1, ENVIRONMENTAL HEALf P.O. BOX 811 PERMIT NO. EAGLE, COLORADO 81631 PERMIT FEE $25.001 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT Name of Owner: Phone: Address of Owner: ,A_Jl Is facility within boundaries of a city/town or sanitation district? Distance to nearest'sewer system: Location of Proposed System: Legal Discription: "ii & c Type of St ructure: Single Family Dwelling ( X) Other:. No. Bedrooms A Water Supply: Private Well Location: Distance From Ie6cK,4ield:- Size of Lot: t 't, Public Water Supply: An appropriate plat plan must accompany site inspection for this application showing required information. (See attached sheet.) The individual sewage disposal system will be constructed and installed in accordance with the regulations governing individual sewage systems within Eagle County, and shall comply with House 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 made prior to construction by contacting the inspecting sanitarian. [Phone 328-7718 between 8:30 and 9:00 AM.] Refer to permit number. No approvat, will be given on any system without final inspection. T Name, address, and telephone of person responsible for design of system: f- -S t I The undersigned acknowledges that the above information is true and that false information will invalidate the application or subsequent permit. X SIGNATURE OF APPLICANT: Date: (Thislapplication becomes invalid 6 months from above date.) HEALTH DEPARTMENT USE ONLY Percolation Information: Tank Capacity: gal. (minimum) --2 <: Absorption Area: V r) V Sq. ft. (minimum) REMARKS:" APPLICATION IS: APPROVED Permit No. Fee Receipt:-*" File: The above individual sewage disposal system was installed by AND HAS BEEN INSPECTED AND APPROVED BY A REPRESENTATIVE OF THE EAGLE COUNTY HEALTH DEPT. Date: - Sanitarian: Ms. Jana Bouchard cio Schlumberger Construction RE: The Bouchard Residence located on Lot 19, Section 4, Township 8 South, Range 86 West of the Sth P. M, and numbered as 1921 Cedar Drive, Eagle County, Colorado, Dear Jane, This company has conducted an inspection of the ref6rencad property for the purpose Of evaluating the on -site wastewater disposal system serving the existing dvmlling and the feasibility and suitability of using this existing system with the proposed addition to the log cabin. The inspection was dons at your request. This letter is an opinion of the suitability and compliance of the septic system with local and State public health codes and accepted sanKary practioes. The house was originally constructed in the 1975. The residence is on a tract of approximately 16 aems. The existing log cabin residence is a house with one bedroom and one bathroom and aWoximately 600 square feet- There is no garbage disposal installed in the house. We understand that it is your intention to add an additional 800 square feet to the house and make it a two bedroom, two baftoom residence. The house site is located,on a ridge wfth a gently rolling topography, sloping at less than a 10% grade toward Frying Pan Road. Hov*ver portions of the property are much steeper and in excess of 30%, Typical of this area, the vegetation pattern of pinyon pine and Utah juniper woodlands covered most of the property. Water to the residence is supplied from a well drilled to a depth of 305 feet with a stafis water level of 280 feet below the ground surface, The well is located a sufficient distance from obvious sources of contamination, such as the septic system and ground water is suffidently deep, to preclude a chance of seepage into the aquifer. 111pligill 11 ! 1111111 1111 LI D r We f L :D:):j _L J. J0 1Jt:j1D7'_11Dz 1 00 ZUD 1'qt.L;=)UN, NtW'ZD, L 1 11 iAdL U-j IM 11921 Coder Drive September 5, 1996 Vage 2 i-11M =7 We were able .to locate a permit for the septic system by revievAng the Eagle County Environmental Health Department records attached. The size and construction of the septic system, as indicated, was in compliance with the regulations and requirements at the time of final approval. The permit indicated that the septic tank was a minimum of 750 gallons in volume and that the absorption area consisted of a seepage pit ten feet square on the surface and at least ten feet in depth. The calculated effective absorption area of the seepage pit is 400 square feet. Enclosed is a drawing of the septic tank -seepage pit location A visual inspection of the premises indicated that the sewage system is apparently continuing to function satisfactorily at this time. The fiberglass septic tank, actually approximately 1000 gallons in volume, was opened and pumped at the time of inspection. The water level in the tank, before pumping, was normal. An abnormally high water level over the effluent pipe is often an indication that the absorption area may be plugged, but this was not the case in this system. The septic tank was provided proper inlet and outlet tees and had a typical baffle wall between chambers. The overlapping manhole lids were within a foot of finished grade. There was no surfacing septic tank effluent in the absorption area and no odors that would indicate that wastewater was breaching to the surface of the ground. The soils of the area are a fine red sandy loam with a moderate amount of sandstone fragments- The moderate permeability, reported in the septic permit file, was 20 minutes per inch and is considered suitable for septic system installation. J-' MFU7 The percolation rates of the soils were measured at an average of 20 minutes per inch. The minimum Eagle County requirements for this septic system installation, after the proposed remodeling is completed, are based on an eventual sewage flow to the absorption area of 300 gallons per day for the residence. This flow would still require a septic tank of 750 or 1000 gallons in volume, and a minimum of 400 square feet of standard absorption pit for the two bedroom house. On the basis of this iryformation, -Ae conclude that the existing septic system is sufficiently large to accommodate the wastewater flow including that generated from the addition to the house. It is our opinion that no changes to the septic system are required at this time. H iO'.Ob -JUdJZdZbb - bUli NLL%:,UN, NLWb,Lli) HA(-�E Ob C14 cn CO n q) Cn Ile c F— U CL q) Ck- 03 LL- W L L.. - CN ------------ � FkOUS E —-- ---dew--yr�s-;— --- l 0-0 y d � UDf Ue f -L DDJ 1-J. J 0 —1 .J,;j .' 4 J 4 ( W w - 1-11-11 . . --- — U-STSAM-Tik-71 rzik� 1921 Cedar Drive September 5, 1995 Page 3 We hope that this investigation is sufficient for you. If you have any further questions regarding this letter or if we may provide additional assistance, please call. Respectfully submitted e 441r Robert F. Nelson JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED t....t,— - F L AL. (I' L�..- I f`� � L. [s✓' `-.. /. / f / {^. d"i '•f :f ..._ , r �" l 1 � a tf L /'f ? 1 � � � � �.� f � j e%./ J i � �I..edx t ,-•'�. `i...fL./ '' wg..'. ,�.,,J z( , t 1 i �L..�'k.."V / -.`�� {✓ft..-r'T "^,.1.._. f t.. �. f „^.- / ..tea 411 r % l' v l JOB COST SUMMARY TOTAL SELLING PRICE i 4 TOTAL MATERIAL TOTAL LABOR INSURANCE ` 4-- R t 1 s s SALES TAX MISC. COSTS f F `` " ,tea TOTAL JOB COST GROSS PROFIT 71�- ` LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 277 ®p NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 Printed in U.S.A.