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Home My WebLink About341 Jackman Ranch Rd - 210507301010 - 0471IS (2)EAGLE CO,,-.TY DEPARTMENT OF ENVIRONMEC HEALTH Box 811 6th & Broadway PERMIT MUST BE POSTED ON SITE Eagle, Colorado $1631 CALL FOR FINAL INSPECTION BEFORE COVERING ANY PART OF INSTALLED Owner System Location Licensed fur PERMIT NO 4 1 MEMOes not constitute • a building or use permit) SHARI ALLAN/V. E. HAMMINGSEN DUPLEX LOT 4, BLOCK 3 - LAKE CREEK MEADOWS on Jackman Ranch Road * Conditional Construction approval is hereby granted for a xx Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Pere rate 1 inches in 21 minutes sq. ft. absorption area per bedroom # of bedrooms 6 x sq. ft. -minimum requirement May we suggest Date October 21, 1980 Inspector Erik W. FINAL APPROVAL OF SYSTEM: gallon MINIMUM REQUIREMENTS: 1) Two 1,000 gallon tanks with 2) Two 8x8 dry wells with diversion valve for each side of the duplex Edeen The dry wells are to be 25' apart center to center. 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. INSTALLED;1) Two 4000 gal tanks w: Adequate absorption (or dispersal) area. '2) Two 10k10 dry .wells . for each. . side of.the.:duplex Adequate compliance with permit requirements. SEE DRAWING WITH PLANS. Adequate compliance with County and State regulations/requirements. Date November :12 i 1980 Inspector Erik.Edeen. 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. 3.28 3. Section III, 3equires 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 I, Petty Offense ($500.00 fine - 6 months in jail or both_ rttH�)t KtIUKIV IH1J 1'UK11UN W11H YOUR SITE PLAN AND FEES 949-5257 927-3823 PERMIT FEE = $75 NAME OF OWNER: ADDRESS: ENVIRONMENTAL HEALTH BOX 850 EAGLE, COLORADO 81631 PERCOLATION TEST,FEE = $50 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT NO. Shy" NAME OF APPLICANT (IF DIFFERENT FROM OWNER): ADDRESS: DESIGN ENGINEER OF SYSTEM (IF APPLICABLE): ADDRESS: PHONE: PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: '723,0 ADDRESS: PHONE: �7411_ 5 6�c_ PERMIT APPLICATION IS FOR: O New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED FACILITY: County `� Lot Size �y City or Town, if within City or Town Limits LEGAL DESCRIPTION: 4/t —5 STREET (RURAL) ADDRESS: IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY? (�Q Yes No BUILDING OR SERVICE TYPE: (Check applicable category) ( ) Residential - Single-family dwelling ( �C) Residential - Duplex ( ) Commercial - State usage # Persons '�Z — # Bedrooms �,�� 5;;,q . s�a� Residential - Triplex Residential - Quadplex WASTE TYPES: (Check all applip ble) ( ) Commercial or Institutional ( C!Dwelling Garbage Grinder ( ) Non -domestic wastes ( ) Transient Use (X ) Dishwasher ( ) Other ( X) Automatic Washer SOURCE AND TYPE OF WATER SUPPLY: ( ) Well ( ) Spring ( ) Creek or Stream Give depth of all wells within 200 feet of the system: If supplied by community water, give name of supplier: TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: 5 3 e5 ems" () Septic Tank ( ) Aeration Plant ( ) Chemical Toilet ( ) Vault Privy ( ) Composting Toilet ( ) Recycling, Potable Use ( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, Other Use Greywater ( ) Other WILL EFFLUENT BE DISCHARGED DIRECTLY INTO 14ATERS OF THE STATE? ( ) Yes (/'�) No f Signature INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER Date 1,�51 GROUND CONDITIONS: Percent Ground Slope: Depth to Bedrock (per 8' Profile Hole): Depth to Groundwater Table: SOIL PER TEST RESULTS: _C5? l tZZ,V, Minutes per inch in Hole No. 1 �� . ;� 02- /boa-�.,� �' Minutes per inch in Hole No. 2 p � 6 � l Minutes per inch in Hole No. 3 �" 8AB , A� �� 7 FINAL DISPOSAL BY: ( ) Absorption Trench, Bed or Pit ( ) Evapotranspiration �� ( ) Above Ground Dispersal ( ) Sand Filter ( ) Underground Dispersal ( ) Wastewater Pond ( ) Other xz_- 6e- !6L 46741, � r/ 6t e- e5 /V`-� / 6 //71 jJ s. h-f— elaL� � �/- � __7dh/ EAGLE COUNTY, ENVIRONMENTAL HEALTH ' ROUTE FORM NAME DATE REFERRED e APPLICATION NO. LTIOIDT ✓j' Please review the attached application and return it and this completed form. to the Environmental Health Office..' I,A InNINC- Complies with: Yes Subdivision Regulations Zoing Regulations CcC `3 Recommend Approval Comments: BUILDING Set Backs _ L/ Site Other Recommend Approval Comments: ENGTNEER (not always necessary) Roads Grading Drainage Recommer,/d Approval Comments: No Reviewed By BUILDING DIVISION P.O. BOX 609 PHONE: 328-7311 INSPECTION REQUEST TOWN OF EAGLE DATE III"loC -�>e JOB NAME TIME RECEIVED AM PM CALLER •❑ PARTIAL. READY FOR INSPECTION MON TUE WED THUR FRI AM PM COMMENTS: 2 `_,v) E] APPROVED ❑DISAPPROVED ❑ UPON THE FOLLOWING CORRECTIONS: CORRECTIONS ❑ REINSPECT INSPECTOR � ea REGISTERED PROFESSIONAL ENGINEERS REGISTERED LAND SURVEYORS June 28, 1979 Mr. Philip D. Taylor Taylor and Associates 334 Parker.Place 2600 S. Parker Road _ Aurora, Colorado 80014 Re: Soil Percolation Test Lot 4, Block 3, Lake Creek Meadows Eagle County, Colorado Dear Mr. Taylor: In accordance with your instructions we have performed the above referenced soil percolation test. This test was performed in accordance with the procedures of the Eagle County Individual Sewage Disposal Systems Regulations. A typical soil profile on the site consists of an upper layer of topsoil extending approximately 6 to 10 inches below the existing ground surface_ Underlying this layer is a stratum of brown, dense, slightly moist clay with a trace of medium to fine sand and organic matter. This stratum ex- tended the full depth of the test holes. No ground water was encountered in any of the holes at the time of testing. The following table presents the results of the percolation test. Please refer to the enclosed test hole location plan. Test Hole Number Depth (inches) Minutes/l inch drop TH-1 42 24- TH-2 36 26 TH-3 36 14 Average field percolation.rate = 21 minutes/1" drop Civil and Mechanical Engineering • Planning • Surveys • Subdivisions • Water and Sewer Systems 60X C-100 —AVON, COLO.ARDO 81620 —PHONE 949-5072, DENVER 893-1531 To: Mr. Philip D. Taylor Page 2 From: Richards Engineering June 28, 1979 • If you have any questions concerning this report or if we may be of any further assistance to you, please contact us at your convenience. Sincerely, Bruce C. Robertson Chief Soils Engineer Charles F. Spanel, P.E. 16153 President BCR:cjn 0471 Lt 4, Blk 3, Lake rjO_ B NAME Cr.k Meadows JOB LOCATION BILL TO DATE STARTED 2_0 i 4 TE COMPLETED OvAe 7 , -4 4 q -4 DATE BI JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL - TOTAL LABOR INSURANCE PERMIT #471 _ __ -_ -.t SALES TAX Foc, i�a,ra LLC. ` OWNER: MISC. COSTS - y, tiw._- LOCATION: Lot 4 - Block 3 - Lake Creek Meadows Jackman_ Ranch Road INSTALLER: Jeff Audi 1 ett TOTAL JOB COST SIZE OF TANK: two 1,000 gallons tanks with two 1Ox10 dry wells (diversion valve for each side of duplex) GROSS PROFIT DWELLING: Duplex - 6 bedrooms PERC RATE: on a inch/21 minutes LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFITLo/ Finalized: 11-12-80 By: Erik Edeen OLDER Printed in u.SA a 11 LOT '/- 340CK .3 LAKE C F x MEAOCWS C�Cl/.i fill/ft �/�RL J �--` / /.:J S �l '• -- - / / %4 6'A4 ?.t All H C a /; _�Z? JA s -� ,6 3 /f'c= t"_'q� A4 t 4'-D "',I , , fit/, 7. S. C w m Johnson, Kunkel & Associates, Inc. _ LAND SURVEYING • CIVIL ENGINEERING- MAPPING - _ P.O. Bux 409 . 113 East 4th Street _ Eaq!e, Colorado 81631 • Phone: (303) 328-6368 SITE- PLAN L07- &RADING DRN. KEP __ Des. /c(�EPp - SCALE / "= 30' CHK. REV. //� / /BO SHEET / or -- DATE �.� 3IRO - REV. JOB NO. 801 j- S' 7 _ _ _ ' " .1 1 i , 1 - - Ca - ` g (1 1.J iA Q `O cti