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HomeMy WebLinkAbout01159 Si-4 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 2014 Blake Avenue Glenwood Springs, Colorado 81601 . PERMIT FEE ONLY Phone (903) 945-8241 ENGINEERED PERC TEST • This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT -:f3 1159 , a building or use permit. • Owner Orison Distributing System Location Highway 82, Glenwood Springs • i Licensed Installer * Conditional Construction approval is hereby granted for a gallon X( Septic T k or Aerated treatment unit. Absorption area (or dis a }set area) computed as follows: L. Perc rate of one inch in ■ minutes requires a minimum of sq. ft. of absorption area per bedroom. Therefore the no. of-bedrooms x sq. ft. minimum requirement = a total of sq. ft. of absorption area. if May we suggest Date . Inspector 4 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 cover- ing any part. . O f Septic Tank access for inspection and cleaning within 12" of ground surface or aerated access ports above ground surface. ®V tat Q" /}Q� Proper materials and assembly. ■ Trade name of septic tank or aerated treatment unit. !$ �'DO 1 f Adequate �/ r \ Z ((.t41 c" s equate absorption (or dispersal) area. � " x q0 3 O Adequate compliance with permit requirements. ©Adequate compliance with County and State regulations /requirements. Other !- —( t/ a Date ,` _ Inspector 71� 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 au- thority granted in 66-44-4, CRS 1963, amended 66-3-14, CRS 1963. 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 viola- tion 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 in- volves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense (5500.00 fine — 6 months in jail or both). Applicant: green Copy Department: Pink Copy INDIVIDUAL HOME SEWAGE_TREATMENT SYSTEMS APPLICATION PAGE TWO OWNER �TL� /1 __ 57-142,01/A/6 - - — ADDRESS PHONE APPLICANT _ 71-k.: 71-k.: / !- // G% y ADDRESS )?O, RoX ?A 2-7 Fofir p .t..y / (oto. PHONE 4-75-,;747 CONTRACTOR 7 -746 /,LG9.l KOMO/} -/J`/ / 9er. ADDRESS _.� (C). (3 c>>L 2E11 Mir Cvu./if3 (-Co PHONE 4` /3 j -tile 7 IS PERMIT FOR: (x) New Installation ( ) Alteration ( ) Repair Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable buildings, location of potable water wells, soil percolation test holes, soil profiles in test holes. LOCATION OF PROPOSED FACILITY: County 641 Near _what :City or Town 6 t & / /WooD SPJ?,AM5 Lot Size 5 /4z(Lt5 Legal Description WASTES TYPE: ( ) Dwelling ( ) Transient Use ($) Commercial or Institutional ( ) Non - domestic Wastes ( ) Other - Describe: BUILDING OR SERVICE TYPE: Number of Persons 2-0 Number of Bedrooms ,c///{- ( ) Garbage grinder ( ) Automatic washer ( ) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: ( ) well ( ) spring ( ) stream or creek Give depth of all wells within 180 feet of system: ge If supplied by community water, give name of supplier: GROUND CONDITIONS: Depth to bedrock: Depth to first Ground Water Table: Percent ground slope: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Was an effort made to connect to community system? TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (A) Septic Tank ( ) Aeration Plant ( ) Vault ( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use ( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, other use ( ) Chemical Toilet ( ) Other - Describe: FINAL DISPOSAL BY: (X) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Underground Dispersal ( ) Sand Filter ( ) Above Ground Dispersal ( ) Wastewater Pond ( ) Other - Describe: PAGE THREE r � WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? // SYSTEM IS DESIGNED FOR 1-co GALLONS PER DAY If the system is to be designed by a Registered Professional Engineer (RPE), state rate of absorption in test holes shown on the location map, in minutes per inch of drop in water level after holes have been soaked for 24 hours: SOIL PERCOLATION TEST RESULTS: Minutes 2.0 per inch in hole No. 1 Minutes per inch in hole No. 3 Minutes per inch in hole No. 2 Minutes per inch in hole No. _ Name, address, and telephone of RPE who made soil absorption tests: l //mi J(A/ Qe Vc'e C7LCTI ocx'o SpCLIIIoS > .±, (ao Name, address, and telephone of.,&Pt responsible for design of the system: Die /J A>J (o r-/P4 J/ f c7,$O.c .i ni Foicer / v uJt tea, 97'1 Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposes of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations adopted under Article 10, Title 25, C.R.S. 1973 as amended. The undersigned hereby certifies that all statements made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided by law. Date C L/ h f `IYt Signed `j l PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY /V/ 4S 4'C '/A on /74 94 / VyC57 � /le Or 74 bcil THE NEENAN COMPANY P.O. Box 2127 309 Commerce Avenue Fort Collins, Colorado 80522 (303) 493 -8747 ORRISON DISTRIBUTING 11 March 82 Glenwood Springs, Colo. SEPTIC TANK LEACH FIELD DESIGN POPULATION: 20 people ESTLMATED SEWAGE FLOW: 15 jal/person/day PROTECTED FLGW: 20 x 15 300 gals /day PEAK FACTOR: 1.5 PEAK FLOW: 1.5 x 300 450 gals /day PERCOLATION RATE: 20 min. /inch SIZE OF FIELD: Area = oft 5 = 4501 5 = 402 Sq. Feet Use 2 Absortion trenches each 3 feet wide and 67 feet long. SEPTIC TANK SIZE FIXTURE DESCRIPTION QTY FIXTURE UNITS EA. TOTAL F.U. Water Closet 4 4 16 Urinals 2 2 4 Floor Drains 2 2 4 Shower - Single Stall 2 2 4 Sink - Wash up 1 3 3 Sink - Service 1 3 3 Sink - Private Bar 2 1 2 Wash Basin - Lavoratories 6 1 6 Total Fixture Units = 42 Requires 2000 Gallon Septic Tank I W ;III IIII l.9 lit Win► 1= =1io to 1 'U kia'= _ �Z 'A _I li- •'�'1 ! {II F IIII =1; fi 1 111 ,A 4 L -; _, — D D S =11111 � _'� _; _ 1%a , • - 2 os il / •raw ° / 431 / Q r Q '111 � . n r Z va / DIH QI / / +21 / �l `I. • sLe N E" ; I Vn" 111 - i 4 \4 6 6 — iNi _ _ _ I IIII .d • °- ``, _jll' jlll ° i =ln - Iii i. .� E gb =TAI Il - 1 o • • , • • Lincoln DoVore P O MY 14'' Glrnr.ar.A °:;;l ngs Coirf 81601 (3113) '4:, Lb <u January 18, 1982 The Noonan Company Box 2327 Fort Collins, CO 80522 Re: Pile No. 41670 -GS Percolation Test Proposed Orrinon Distributing Warehouse Garfield County, Colorado • Cent l omen : Personnel of this Laboratory performed a percolation tcr:t at the above referenced site on January 15, 1982. The following figures are the results of the tent. Percolation Rate = 20 minutes to drop 1 inch State Specifications are GO minutes maximum or 5 ndnnt:es minimum per 1 inch drol. Soils consisted of approximately 2 foot of silty clays over- laying the sand, gravel,cohble river terrace materials. Test results are only valid for the sand, gravel, cobble material. At the time of testing, the exact location of the proposed septic system was nnl:nown. Thin tent was performed to the Northl,we,t of the proponfed structure. The tent rosulin rintaincd herein may not be valid for other locations at this site. If questions arise, please do not hesitate to contact the office at your convenience. Respectfully submitted, LINCOLN- �� DeVORE TESTING � I LAABBORATORY, INC. riVkAA C. b"( toe 13y: Steven C. Dike Senior Soils Technician SCD /dls Colorado Spring,, Colorado Pueblo, Colorodo Grand Junction, Colorado - Glenwood Spring,, Colorado Evanston, Wyoming , THE NEENAN COMPANY P.O. Box 2127 309 Commerce Avenue Fort Collins, Colorado 80522 1303) 493 -8747 ORRISON DISTRIBUTING 11 March 82 Glenwood Springs, Colo. SEPTIC TANK LEACH FIELD DESIGN IOPULATION: 20 people ESTIMATED SEWAGE FLAW: 15 .Lal /person /day PROTECTED FLOW: 20 x 15 300 gals /day PEAK FACTOR: 1.5 PEAK FLAW: 1.5 x 300 450 gals /day PERCOLATION RATE: 20 min. /inch SIZE OF FIELD: Area = Q� 5 = 450157 5 = 402 Sq. Feet Use 2 Absortior. trenches each 3 feet wide and 67 feet long. SEPTIC TANK SIZE FIXTURE DESCRIPTION QTY FIXTURE UNITS EA. TOTAL F.U. Water Closet 4 4 16 Urinals 2 2 4 Floor Drains 2 2 4 Shower - Single Stall ' 2 4 Sink - Wash up 1 3 3 Sink - Service 1 3 3 Sink - Private Bar 2 1 2 Wash Basin - Lavoratories 6 1 6 Total Fixture Units = 42 Requires 2000 Gallon Septic Tank c• IN J O 3 110 N. tlI1 7 i --11'!11!11 1= I_i ! III I t? �' iii' _ _ Z Ili =HIT ,-1:_111- 01 'J2 _ i ►U I; fi p Ili 3 T1 = D fr - IIIII ! C- -2 7%2 "2_ Os ' 'NIA �I / we i % I` W T II M D 1 �s A--; r \- V. / . niWj1ei / / +2i / I 11l 1 D� n I s" • 1 ‘; i W y'' O ` S*St; t 11 l ..,- 1 - _ i ‘1—t! lilt ki e Ni • Lincoln DoVore P O bor 1427 Gierion 7 ;p'incr. Coln 81601 13b3) 94o £ii7u January 18, 1982 The Noonan Company Box 2127 Fort Collins, CO 80522 Re: File No. 41670 -GS Percolation Test Proposed Orrison Distributing Warehouse Garfield County, Colorado Gentlemen: • Personnel of this haboratory performed a percolation tent at the above referenced site on January 15, 1982. The following figures arcs the results of the tent. Percolation Rate - 20 minute, to drop 1 inch State Specifications are 60 minutes maximum or 5 minutes minimum per 1 inch drop Soils consisted of approximately 2 feet of silty clays over- laying the sand,gravcl,cobhle river terrace materials;. `est results are only valid for the sand, gravel, cohhle material. At the time of testing, the exact location of the proposed nept.ic system wns unknown. This tent was performed to the Northwest of the proporx -,l structure. The test resultn c.)ntained herein may not be valid for other locations at thin :;its•. If questions arise, please do not hesitate to contact the office at your convenience. Respectfully submitted, LINCOLN- DceVORE TESTING LABORATORY, INC. By: Steven C. Dike Senior Soils Technician SCD /dls •. Colorado Springs, Colorado Pueblo, Colorado Grond Junction, Colorado Glenwood Springs, Colorado Evanston, Wyoming • THE NEENAN COMPANY P.O. Box 2127 309 Commerce Avenue Fort Collins, Colorado 80522 (303) 493-8747 ORRISON DISTRIBUTING 23 March 1982 Glenwood Springs, Colorado (Revised) SEPTIC TANK LEACH FIELD DESIGN: POPULATION: 15 people 5 people ESTIMATED SEWAGE FLOW: 15 gal /person /day 35 gal /person/day P. a D FLOW: 15x15; 5x35 225 gals /day 175 gals /day PEAK FACTOR: 1.5 PEAK FLOW: 600 gals /day PERCOLATION RATE: 20 min. /inch SIZE OF FIELD: Area = over 5 = 6000 5 • = 536 sq.ft. Use 2 Absortion trenches each 3 feet wide and 90 feet long or (3) absortion trenches each 3 feet wide and 60 feet long SEPTIC TANK SIZE FIXTURE FIXTURE DESCRIPTION QTY UNITS EA. TOTAL F.U. Water closet 4 4 16 Urinals 2 2 4 Floor Drains 2 2 4 Shaver - Single Stall 2 2 4 Sink - wash up 1 3 3 Sink - Service 1 3 3 Sink - Private Bar 2 1 2 Wash Basin - Lavoratories 6 1 6 Total Fixture Units = 42 Septic. S sfcin 1 's re✓ieu)ti Requires 1000 Gallon Septic Tank P y s B `A. •G� j ��I , • ardr. r / �, •A13NAL �ai�PQO hp F7 CO��1 � Nolan � OI l^ - °s' . goo attposent