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Home My WebLink About74 Eagle Crest Rd - 210518102004 - 0488ISEAGLE CJNTY DEPARTMENT OF ENVIRONM7)TAL HEALTH Box 84 6th & Broadway �- � Eagle, Colorado 81631 PERMIT N® 488 (this does not constitute a building or use permit) Owner ll�t-21 ,zl J ,",::�A1_ System Location Licensed Gan4&vter * Conditional Construction approval is hereby granted for a /-06�D gallon XX X Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follo'7-/0 0 Perc rate _� inches in AX S3 minutes -440W, sq. ft. absorption area per bedroom # of bedrooms May we suggest Date ff _/ f ` fl x so ft minimum requirement FINAL APPROVAL OF SYSTEM: //G O s� o��- e-C Inspector 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. Tank not covered on inspection date. Proper materials and assembly. Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. /c COMMENTS: ENGINEER DESIGNED FOR DUPLEX, BUT ONLY ONE TANK INSTALLED Adequate compliance with County and State regulations/requirements. Date 4-13-81 Inspector /s/ Sidney N. Fox 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 III, a:21-zequires 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 hnth PLEASE RETURN THIS PORTION WITH YOUR SITE PLAN AND FEES 949-5257 927-3823 ENVIRONMENTAL HEALTH BOX 850 EAGLE, COLORADO 81631 PERMIT FEE _ $75 PERCOLATION TEST FEE _ $50 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT NO. f,_� _. 1: a I NAME OF OWNER: a ) ? CQ Z. _> 10 -51 -4 ;Yo f� K) ADDRESS: j��LcL 1� � �pY1 CO 2_0 PHONE: qq0j `•f (�7q— NAME OF APPLICANT (IF DIFFERENT FROM OWNER): ADDRESS: PHONE: DESIGN ENGINEER OF SYSTEM (IF APPLICABLE): r ` ADDRESS: 1�60 L 'Cr-- I M 0 o4 C g I (02Z PHONE: 4c) S PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: ADDRESS: PHONE: PERMIT APPLICATION IS FOR: K) New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED FACILITY: County (6ta q Lot Size City or Town, if within City or Town Limits LEGAL DESCRIPTION: STREET (RURAL) ADDRESS: IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY? (\,j Yes ( ) N-0 BUILDING OR SERVICE TYPE: (Check applicable category) ( Residential - Single-family dwelling ( ) Residential - Triplex ( ) Residential - Duplex ( ) Residential - Quadplex V0 I11S 1:4.1 . I Ell JV..t li is- # Persons # Bedrooms WASTE TYPES: (Check all applicable) ( ) Commercial or Institutional Dwelling Garbage Grinder ( ) Non -domestic wastes ( ) Transient Use Dishwasher ( ) Other (,� Automatic Masher SOURCE AND TYPE OF 14ATER 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: (?C) 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 WATERS OF THE STATE? ( ) Yes (X) No Signature INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER GROUND CONDITIONS: Percent Ground Slope: Q 71, Depth to Bedrock (per 8' Profile Hole): — Depth to Groundwater Table: SOIL PERCOLATION TEST RESULTS: Minutes per inch in Hole No. 1 Minutes per inch in Hole No. 2 Minutes per inch in Hole No. 3 FINAL DISPOSAL BY: ( Absorption Trench, Bed or Pit ( } Evapotranspiration ( ) Above Ground Dispersal ( ) Sand Filter ( Underground Dispersal ( ) 'Wastewater Pond .� , ( Other o J Q t- N M 3 � `M p► ti i r d � • i i � tfog #0 J 3 vnn b" d O i. 4 3 v J _ n `f t ^� J 61 � � C� V 1i�l IQ Inter -Mountain Engineering Ltd. 1 � 5 1981 ENVIRONMENTAL HEALTH PERCOLATION TEST RESULTS AND SEPTIC RECOMMENDATIONS FOR LOT 37, BLOCK 6, LAKE CREEK MEADOWS EAGLE COUNTY, COLORADO PREPARED FOR CON AND JOAN CURRAN PROJECT NO, V-0247G FEBRUARY 25, 1981 BOX C-100 1420 VANCE STREET AVON, CO 81620 LAKEWOOD, CO 80215 949-5072; DENVER 893-1531 232-0158 SCOPE This report presents the results of percolation tests and provides septic system recommendations for the proposed residence on Lot 37, Block 6, Lake Creek Meadows, Eagle County, Colorado. SITE INVESTIGATION The field investigation performed on February 5 and 12, 1981, consisted of digging three holes to a minimum depth of 30 inches, Percolation tests were performed on February 6 and 13, 1981. Locations of the test holes are shown on the enclosed sketch. Results of the percolation tests are included in this report - see PERCOLATION TEST RESULTS. SITE LOCATION AND DESCRIPTION The site is located in a part of Section 18, Township 5 South, Range 82 West of the Sixth Principal Meridian, Eagle County, Colorado. More particularly, the site is described as Lot 37, Block 6, Lake Creek Meadows. The building area of Lot 37 is the most westerly portion of the lot. The topsoil has been removed and stockpiled on the lot. 2 SUBSURFACE AND GROUNDWATER CONDITIONS Subsurface conditions of the building area are uniform and consist of sand and gravel with cobbles and boulders. No groundwater was encountered. Additional soils information may be found in the "Soils and Foundation Investigation" for this property, dated Decem- ber 15, 1980, Project No. V-0247G, by Inter -Mountain Engineering, Ltd. PERCOLATION TEST RESULTS A total of three percolation tests were performed on the site using the standard test method as described by the Eagle County Individual Sewage Disposal Systems Regulations. Results were as follows: Test Hole No. 1 2 3 Min./I" Drop Date of Test Ambient Air Temp. 17 2/6/81 250F 45 2/6/81 250F II 2/13/81 50OF Average time for I inch drop: 14.33 minutes DESIGN CRITERIA A duplex has been proposed for this site with the secondary unit planned for construction at a future date. The septic 3 DESIGN CRITERIA - continued system will be designed to serve both units. The two units will have a total of eight (8) bedrooms, and will include a garbage grinder and an automatic washing machine. Thus, design criteria for calculations are: 2 persons/bedroom 75 gallons/person/day Maximum flow: 150% of average daily flow CALCULATIONS A = QY-T 5 where A = minimum absorption area (sq.ft.) Q = estimated quantity of sewage flow (gal/day) T = percolation rate (min/inch) Q= 8 x 2 x 75 x 150%*= 1800 gallons/day A = 1800YY 14.3 - 1361 square feet Absorption area is to be increased 20% for the garbage grinder and 40% for the automatic washer (County Regulation 5.4F). 1361 x 1.60 = 2178 square feet From Table III (Section 5.3 of the County Regulation), two 1250 gallon septic tanks shall be installed, one for each unit. 4 SEPTIC SYSTEM RECOMMENDATIONS Based on the preceding calculations, recommendations are for two s e 1250 ompartmented septic tanks to be followed by a 'nimum 2200 square foot seepage bed. The bed should lie a minimum of ten feet from property lines, and twenty feet from the proposed residence. Inspection of the system should be made by a representative of the Eagle County Environmental Health Department prior to backfilling. It has been brought to our attention by Eric Edeen, Eagle County Sanitarian, that the county will require the separate septic tanks for each unit, but a common leach field will be permitted. When the parcel is subdivided, arrangements should be made for responsibilities for maintaining the common leach field. Excerpts from the Eagle County Individual Sewage Disposal System Regulations have been included;in this report as Appendix A. The installation and material specificati6ns.in these Regulations should be followed. CONCLUSIONS This report has been prepared for the exclusive use of Con and Joan Curran, for the specific application to the proposed residence located on Lot 37, Block 6, Lake Creek Meadows, 3 W CONCLUSIONS - continued Eagle County, Colorado. The findings and recommendations of this report have been obtained in accordance with accepted professional engi- neering practices. There is no other warranty, either express or implied. If we can be of further assistance, please do not hesitate to call. GTA:cjn Sincerely, INTER -MOUNTAIN ENGINEERING, LTD. ICJ. � �»ke.✓ Gl-��r'ii/ G. Thomas Allen Field Engineer Reviewed and A proved By: �a�uluu►lunr►u�� O \`' • =d0i e y M Spanel, PE �0 17373 Cr1 i dent o 2• 11111111/1 i F) LOT DRAWN BY: EAGLE CREST ROAD /V' LOCATION OF PERCOLATION TESTS SEPTIC SYSTEM RECOMMENDATIONS LOT 37, BLOCK 6, LAKE CREEK MEADOWS EAGLE COUNTY, COLORADO FOR CON AND JOAN CURRAN . SCALE: DATE F I ONS PROJECT NO.. V-0247G DRAWING NO.: I ' p u.YV uu VV VYi i iY• ♦ 11.V L1 .a..YlY1L LLLC1L 111 .' ROUTE FORM etr�ez AME�- )ATE REFERRED APPLICATION NO. LOCATIOINT 'lease review the attached application and return it and this completed form _o the Environmental Health Office. NNING- Complies with: Yes h Q Reviewed By Subdivision Regulations- Zoing Regulations > C C CT 5,.7 Recommend Approval � � �• ✓� . .'omments: 3UILDI G Set Backs ^^ tI/ Site Other Recommend Approval :omm.ents : . T �r., ,TNF._P.: ;o,, ents : ( necessary) Recommend Approval 1,21-1.2 --;P- f- 'T *. BUILDING DIVISION INSPECTION REQUEST P.O. Box 179 PHONE: 32288-7311 EAGLECOUNTYY DATE 141112 JOB NAME TIME RECEIVED AM PM CALLER READY FOR INSPECTION MON TUE WED THUR FRI AM PM COMMENTS: ❑ APPROVED ❑ DISAPPROVED ❑ REINSPECT DATE TELEPHONE 303/328-7311 Board of County Commissioners Ext 241 Assessor Ext 202 Clerk and Recorder Ext 217 Sheriff Eagle: Ext 211 Basalt: 927-3244 Gilman: 827-5751 Treasurer Ext 201 Administration Ext 241 Animal Shelter 949-4292 Building Inspection Ext 226 or 229 Community Development Ext 226 or 229 County Attorney Ext 263 Engineer Ext 236 Environmental Health Ext 238 Extension Agent Ext 247 Library Ext 255 Public Health Eagle: Ext 252 Vail: 476-5844 Personnel Ext 241 Purchasing Ext 245 Road and Bridge Ext 257 EAGLE COUNTY Eagle, Colorado 81631 January 10, 1984 Mr. Chris Heitman 470 South Garfield Street Denver, Colorado 802.09 Re: Sewer System Inspection for Property located at 0074 Eagle Crest Road - Edwards, Colorado Dear Mr. Heitman: All water and sewage disposal system loan inspections are done under the authority of the Eagle County Building Regulations, Section 10, sub -paragraph 3-A, adopted by the Eagle County Commissioners, September 20, 1932. An on -site inspection on .19onday, January 9, 1984 of the above referenced property revealed that the septic system appears to be functioning properly with no apparent ;problems. The original individual sewage disposal system permit #488 was approved in April of 1981 in accordance with applicable County and State regulations concerning such installations. This department recommends that the septic tank be pumped every three or four years. Potable water is supplied by the community water supply (Lake Creek Meadows). This water supply is inspected annually and tested by the Colorado Department of Health on a routine basis. If you have any further questions concerning this matter, please contact our office. Sincerely, Sidney N. Fox Assistant Environmental Health Officer EAGLE COUNTY SNF/lf . Social Services 328-6328 EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 August 6, 1985 Cris Heitman C/O Josan Company 5250 Leetsdale Dr. - 219 Denver, Colorado 80222 RE: Loan Inspection for property located at 0074 Eagle Crest Road Lake Creek Meadows Subdivision Dear Mr. Heitman: All water and sewage disposal system loan inspections are done under the authority of the Eagle County Building Regulations, Section 10, Sub -paragraph 3-A, adopted by the Eagle County Commissioners, September 20, 1982. An on -site inspection on Thursday, August 1, 1985 of the above referenced property revealed that the septic system appears to be functioning properly with no apparent problems. The original individual sewage disposal system permit #488 was approved in April of 1981 in accordance with applicable County and State regulations concerning such installations. This department recommends that the septic tank be pumped every three or four years. Potable water is supplied by the community water supply (Lake Creek Meadows). This water supply is inspected annually and tested by the Colorado Department of Health on a routine basis. If you have any further questions concerning this matter, please contact our office. Sincerely, Sid Fox Asst. Environmental Health Officer EAGLE COUNTY SF/gp . Z Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 " Eagle, Colorado 81631 U4bb LL .S /, b1K. b, Laxe urx JOB NAME Mdws, 000074 Eagle Crest Rd HEITMAN ✓ Parcel # 210518102004V JOB NO. - OB LOCATION BILL TO DATE STARTED .1 DATE COMPLETED C1` rd L r To PERMIT # 488.J r OWNER: on &Joan Curran LOCATI - QI ON. Lot 37 Block 6 -Lake Creek Meadows 0()0074 Eagle Crest Road 1 Installer: James Kemp SIZE OF. TANK: 1,250 gallons (engineer -designed for Duplex) DWELLING: Residential - 3 bedrooms - DUPLEX PERC RATE: one inch/14.33 minutes (1,100 sq.ft.) % 'sue � c� Finalized: 4-13-81 By: Sidney Fox