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Home My WebLink About8339 Brush Creek Rd - 210924100004EAGLE C( aTY DEPARTMENT OF ENVIRONME' _'AL HEALTH !T MOST BE POSTED ON PROPERTY Box 811 6th & Broadway PLEASE CALL FOR FINAL INSPECTION Eagle, Colorado 81631 PERMIT N9 388 Owner ADAPTS RIB RANCH System Location 8339 Brush Creek Road * Conditional Construction approval is hereby granted for a 750 gallon xx Septic Tank or Aerated treatment unit. (this does not constitute a building or use permit) 750 gallon septic tank with minimum 600 sq. ft. leach field Absorption area (or dispersal area) computed as follows: Perc rate 1 inches in 10 minutes 600 sq. ft. , a' k 30' absorption area per bedroom with__2 - 5 persons using the system, 200 sq. ft. # of bedrooms 2 x sq. ft. minimum requirement May we suggest Date August 23, 1979 Inspector Jo Ann Dei ghan/ncm 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. Adequate compliance with permit requirements. V Adequate compliance with County and State regulations/requirements. Date `� Inspector RETAIN 9TH RECEIPT RECORDS A ONSTRUCTION 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, 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 I, Petty Offense '(W0.00 fine - 6 months in jail or hnth PEiRCOLATION TEST FEE $50.00 ENVIPONT4FNTAL HEALTH BOX 850 EAGLE, COLORADO 81631 PERMIT FEE $25.00 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PER14IT NO. �� NAME OF Oj?NER: ADDRESS: 4/- IJ NAME OF APPLICANT: ADDRESS: DESIGN ENGR.. FOR SEPTIC (if nec ADDRESS: S 126t4,(..c-j%� sary) : PHONE `33- 8 — 7 7 9 / PHONE LICENSED INSTALLER: OUM2 U L/K!�t'� d PHONE ADDRESS: IS PERMIT FOR: New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED FACILITY: County 71-::. LQt Size City or Town, if within City or Town Limits LEGAL DESCRIPTION: 6) Ito J ` 3 2 WASTES TYPE: ( j%j Dwelling ( ) Commercial or Institutional ( ) Non -Domestic Wastes ( ) Transient Use ( ) Other IS SYSTEM DESIGNED FOR 2,000 GALLONS PER DAY OR. LESS? ( yes ( ) no BUILDING OR SERVICE TYPE ( ) Garbage Grinder ILeo-Number of Persons Number of Bedrooms Automatic Washer ( ) Dishwasher SOURCE AND TYPE OF ?STATER SUPPLY: ( ) Well ( ) Spring Give depth of all wells within 180 .feet of system: If supplied by community water, give name of supplier: GROUND COND IONS: Percent Ground Slope: Depth to Bedrock: c�- ( )Stream or Creek 'E�fG/_Zr__ Depth to Groundwater_ Table: TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ( -septic Tank ( ) Aeration Plant ( ) Chemical Toilet ( ) Vault Privy ( ) Composting Toilet ( ) Recycling, Potable Use ( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, Other Use ( ) Greywater ( ) Other 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 IMPORTANT! ! APPOINTMENT FOR. FINAL INSPECTION MUST BE MADE PRIOR TO COVERING BY CONTACTING THE INSPECTING ENVIRONNT NTAL HEALTH OFFICER. REFER. TO PERMIT NUMBED... NO APPROVAL WILL BE GIVEN ON ANY SYSTEM JJITHOUT FINAL INSPECTION. TOLL -FREE NUMBERS 328-7311, Ext. 949-5257, Ext. 927-3823, Ext. 238 (Eagle area) 238 (Vail area) 238 (Basalt area) (OVER) i m PERCOLATION TEST FEE: $50 APPLICATION PdO. OUNER: LEGAL DESCRIPTION: C RURAL ADDRESS: TYPE OF DWELLING: ,�� - 101172c # OF BEDROOMS: DATE OF TEST: 1J9 TYPE OF SOIL: TEST HOLES PRESOAKED: YES V NO TIME WATER DEPTH INCHES OF FALL RATE 1 2 3 1 2 3 1 2 3 1 2 3 'a � • sir �.�' o � j �' 9" 4.3 3/ al3/ l 112.)3 fv lid /p a d, d oZ3114 ' NY I PERCOLATION RATE: TANK SIZE: ��5v SQUARE FOOTAGE PER BEDROOM: LEACH FIELD SIZE:QQ Site has been reviewed and tested for percolation rate. We recommend: APPROVAL V/ DISAPPROV_AL DATE: LE COUNTY C1� IRONMENTAL HEALTH 0 CER . - .t 7 .. . / -I_ Vic A Molls (sandyy-skolotal), 1 to 12 percent slopr-:s Tl;,:.so are. mocle�ately deep, noorly drained soils on terraces and valley hotti,rr,:- . They formed in a i luvia 1 mailo ria Is from mi -.ced minero Tory parent ma,.o.rial s . Irw 'ii,ind in this unit are spud 1 areas of deeper soils (convex portions), all hal-int- slopes of 3 to 12 percent. T;;,f,ically the surface layer is black loam about 8 inches thick. The subsur"P,cc is dark b row, loam to sand, loam about 20 inches thick. The substratum is gravolly and oobbly sandy loam to loamy sand that extends below Go inches. This is the "average" profile. Surface and subsurface textures and soil depths do vary. An organic surface mat may also be present. Pormeability is moderately rapid. Effective rootinP depth is 15 to 25 inches. Available water capacity is 0.12 to 0.17 in./in. orpaiic matter content in tht: surface layer is high. Surface runoff is slow and erosion hazard is slight. Thes^ soils are used for p-stureland and some hayland. They havo a hirh viatertahle ar.d art) subject to s-�asonal flooding. Some areas ar•i irrigated meadows. Because of the flood hazard and hiTh watortabie, this unit has sev,re limitations for use in urban develo ment. Land Carabi17ty Unit: 57 irrigated 61M non -irrigated Range Site: '.tountai n lleadow Map Unit No. Xbr • SOIL CHARACTERISTICS Depth to Bedrock :mod. deep to deep over sand, gravel Texture Surface :1nam Subsoil :fine sandy loam, loam Substratup :sand, gravel Unified/AASHO Classification:Y L; SY; M A-4, A-2 Permeability (below 2 feet) :rapid Percent Coarse Fragstents (gravel, cobble, stone) :35 to 80 Soil Reaction (pH) :7.4 to 8.4 Shrink -Swell Potential :low Potential Frost Action' (surface) :moderate Flood Hazard :seasonal Hydrologic Group :B Corrosivity - Steel :High - Concrete :Low DEME b RIND OF LIMITATIONS ' (0 is Sligbt, M is Moderate, S is Severe) Septic Tank Absorption Fields :S - high watertable Sewage Lap a :S - high watertable, too sandy, seepage Sanitary Landfill -Trench :8 - high watertable, seepage - Area :S - high watertable, seepage Shallow Excavations :S - high watertable, cutbanks cave Dwellings w/baseto :S - high watertable, floods w/o basasrents tS - high watertable, floods Local Roads and Streets :S --frost action, floods, high watertable SUITABILITY AS A SOURCE OF.... Daily Cover for Landfill :Poor -.too sandy, seepage,.high watertable Topsoil :Poor - high watertable, thin layer Sand :Fair - high watertable, small stones Gravel :Fair below lb incheal floods, high watertable Roadfill :Poor - high watertable OTHER SOIL FEATURES r i *Pollution of ground water "ADVANCE COPY SUBJECT TO CHANCE" NOT TO BE USED IN PLACE OF ON -SITE. INVESTICATMo ' i 0388 8339 Brush Crk Rd, _ Adam's Rib Ranch ,JOB NAME Parcel # 210924100004 JOB NO., JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 ®@ NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 JOB FOLDER Printed in U.S.A