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Home My WebLink About01320 t • • 1 t GA11FIELD COUNTY BUILDING AND SANITATION DEPARTMENT .7 sQ S r 2014 Blake Avenue ps Cr-4 /X Glenwood Springs, Colorado 81601 /'C Phone (303) 945-8241 {,eRniT- /84 3 Engineered System,;- No perc fee required. This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT 1 320 a building or use permit. Owner Western Slope Communications System Location — Stnte Highway R2 Glenwood Springs Licensed Installer Sunlit Mechanical Systems Conditional Construction approval is hereby granted for a gallon 1 Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: • Pere rate of one inch in minutes requires a minimum of sq. ft. of absorption area per bedroom. it Therefore the no. of bedrooms x sq. ft. minimum requirement = a total of sq. ft. of absorption area. May we suggest "Plan & Specs of R.P.E. approved as attach8d ". Date f �.� 7 �� 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 cover- ing any part. • 6) . /C " Septic Tank access for inspection and cleaning within 12" of ground surface or aerated access ports above ground surface. c� r %,r-z 1 • Proper materials and assembly. • ( ^' / ,,Trade name of septic tank or aerated treatment unit. () '1/4„ Adequate absorption (or dispersal) area. 1) i\ Adequate compliance with permit requirements. Adequate cornpliance with County and State regulations /requirements. ' s Other(S • g — j )1 �� Date Q Inspector .0 .P1 _0 , l ,(-{ ,) 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 z ning and building requirements. Connection to or use with any dwelling or structures not approved by the Building and Zoning ffice shall automatically be a viola- tion of a requirement of the permit and cause for both legal action and revocation of the per It. 3. Section III, 3.24 requires any person who constructs, alters, or installs an individual sewag disposal system in a manner which in- volves a knowing and material variation from the terms or specifications contained in the pplication of permit commits a Class I, Petty Offense (5500.00 fine — 6 months in jail or both). Applicant: Green Copy Department: Pink Copy Assama-a ----- AsAsa-tasas mans \ Application b. "l , INDIVIDUAL SEWAGE DISPOSAL S 'TEM APPLICATION Approval by -- County Official: OWNER 4 Western Slope Communications r , (`, I , )DRESS State Highway 82 Glenwood Springs, CO PHONE (303)945 -2201 )NTRACTOR Pyramid Builders Inc. 11 ` `r r t •�l `sl C. )DRF ,5S P.O. Box RR Basalt, CO PHONE (303)927 -4486 C� t :RMIT REQUEST FOR: ( x) New Installation ( ) Alteration ( ) Repair :tach separate sheets or report showing entire area with respect to surrounding areas, )pography of area, habitable building, location of potable water wells, soil percolation st holes, soil profiles in test holes. (See page 4.) )CATION OF PROPOSED FACILITY: County Garfield iar what City of Town Glenwood Springs, CO Lot Size 2.274 Acres gal Description SEE ATTACHED SURVEY .STES TYPE: ( ) Dwelling ( ) Transient Use ( X ) Commercial or Institutional ( ) Non- domestic Wastes ( ) Other - Describe ILDING OR SERVICE TYPE: T. V. Station mber of bedrooms N/A Number of persons is ) Garbage grinder ( ) Automatic washer ( ) Dishwasher URCE AND TYPE OF WATER SUPPLY: ( x ) well ( ) spring ( ) stream or creek ve depth of all wells within 180 feet of system: 130t__SWestern_Slope Communications) supplied by community water, give name or supplier:N /A OUND CONDITIONS: pth to bedrock: _ 40± nth to first Ground Water Table: 130' _ rcent ground slope: _ 12% Overall_ STANCE TO NEAREST COMMUNITY SEWER SYSTEM: Approx. 5 Miles T s an effort made to connect to community system? N/A PE OF OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (X ) Septic Tank ( ) Aeration Plant ( ) Vault ( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use ( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, other use ( ) Chemical Toilet ( ) Other - Describe: NAL DISPOSAL BY: (X ) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Underground Dispersal ( ) Sand Filter ( ) Above Ground Dispersal ( ) Wastewater Pond ( ) Other - Describe: 'L EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? No Page 2 )Qt PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer.) Minutes 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._ jme, address and telephone of RPE who made soil absorption tests: SEE ATTACHED LETTER /LINCOLN DEVORE ime,-address and telephone of RPE responsible for design of the system: W.L. Marston State P.E. #14690 (Colorado) plicant acknowledges that the completeness of the application is conditional upon such ,rther mandatory and additional tests and reports as may be required by the local health partment to be made and furnished by the applicant or by the local health department for rposes of the evaluation of the application; and the issuance of the permit is subject to ch terms and conditions as deemed necessary to insure compliance with rules and regulations , opted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies at all statements made, information and reports submitted herewith and required to be bmitted by the applicant are or will be represented to be true and correct to the best my knowledge and belief and are designed to be relied on by the local department of health evaluating the same for purposes of issuing the permit applied for herein. I further under - and that any falsification or misrepresentation may result in the denial of the application revocation of any permit granted based upon said application and in legal action for per- ry as provided by law. �7 to 774/8.3 - - - - -- SignedA p 1 . A, ,J " EASE DRAW AND ACCURATE MAP TO YOUR PROPERTY aJ•.c9 q`.;, 8 2 1.4690 riT T S� ce � �hnc nn nO - - *SEE ATTACHED MP* • Page 3 • ' t • ' • G , Lincoln DeVore 1'0 r4„ ldi/ Gbnn•n1 `;1 •o, n.;, C.dn ,'. 1.,')1 t ip3l 9A% Din, V(1.111.117 1',, p8{'1 Sundesi'lll : Ar tIli t et t r 901 Blake tllenwl>nd SI IS., t'1) 816111 11ttn: Dom .'.11111,1 • Re: Pile Nn. 47708 -NS I'orcolat inn test West :Ant ('nnllauu i •••1 ions Si tu 141;t ' i' . inn 1, 'r. /:: , H. trna. , r,I ll P.M. Glenwood ('nlur,i,ln • hear Mr. !ln11.11 : Personnel of thin. laboratory were requested on Pc•hrunry 7, 1983, to I a pe - co1.i inn test on t he above rr•foretired si t.u. The Col lnwi net figures are tho result of the lest. I'rrcnlal rnn I(.110 - 6.1 1111111111:; In Ilrol, I inch til,ltr Sp•.,ci I ic.tl lull:; .ui 60 11lintltt•:; 111.IXr1111n0 111 S 111 1 11111 0 0 MI Minoan 1101 1 11113) tlrnl. Soils were found to consist of very silty s.ind with basalt gravel:; and r)Ihlcr ;. No Ire•,• w,llc•t or t;11,11 low 'will orl: W.u: mood 111 11111 111vh.;l 1 ion. If quest i C41:; :111 .t', 1 ;c tlt, not ht`::rl.11t lu 00111.101 1110 1111 ICA' •11 yogi!' Cnll!'C111 enee. F..osl fully :,.,Lnlitlel 1 LINCQI.N- DeVnR!. '!l:$:TI N(; I,ABO12A'IY)RY , I t I l ( l [;t gven ('. ' DI I;t .� senior : >oi) ' 1 'ich:111C1 l • • Sf: •1I . olo Seffrolf Co iurodo Puebla Cob, "do C'tr,nd Jon( l ion, CnI rndo nlcnro.d ,Hn.n Col,:nd, Evanston, Wyoming 9 • • • • PLOT PLAN AND DESIGN FEATURES: • Include by measured distance location of wells, springs, potable water supply lines, cisterns, buildings, property lines, subsoil drains, lake, water course, stream, dry gulch and show location of proposed system by direction and distance from dwelling or other fixed reference object, and additional submissions in support of this application such as data, plans, specifications, statements and commitments. *SEE ATTACHED SITE PLAN* • Page 4 E Sc t �. TYPE OF SYSTEM. TO BE CONSTRUCTED - (11" to 21/2" Clean Gravel Required Unless Otherwise Approved) a TOP TOP o igth deter- _ -, 4 "p perforated $0000 c o p oo &0 0 0 0 0 °o .ed from Gravel p 0 %oo• o: vo o °P O v 08 c test 4" solid pipe g oo - iron oo o 0 u 1ts r _ • „ - from tank °° ° 4" solid pipe ex- .+ - * O — tending into .... o O , drywell 1' .. "` — ^� ° o o ° 00 !' % o : �' 4" hay or e , o °o o p te 7 • .;,�.�o�. ! �9 s traw over rock �OQItip4ca•0Woc000p4 v x ° +'' ��o 0O oa000 WAO Oo °a ••�• coca 0.00Oe0g 0•.O o0 • p i a 00 q ea e e a o c O O p O p - *g *w_ n” ) kfill 3' 1 6' 1 3' *Size determined' from pert test results SIDE VIEW SIDE VIEW Backfill Backfill 1+ �?CXkXX�(XX 411 hay 4" solid pipe to tan, or straw pa / \ eS"...it: grave over ut Cone 1!!!! 4" hay or straw 4 Qo 3 ooii 4" pipe Tn y • . • a� trtA $�'^�� o Gravel 1 p D 9 O 4::) c oo o r I., 6" Gravel � •�,�? 0 0 O a o o a ° c� % - 12' * .Y.1 Concrete rings or boc O QO e under pipe *� cinder blocks v o 0 ,9,P ° � ' WO 1 l' of gravel in bottom Seepage Bed tit' Drywell n Daily Flow 35 people x 15* GPD = 525 525 x 1.50 = 787.5 Gallons Septic Tank Sizing: • 30 = (1.25) x (787.5) = 984.3 Gallons 24 USE:1000 Gallon Tank ?LA-10 4 SPec z Dry Well Sizing: �p�� et Q Z —z8 P3 A =Sx X1'1' 787 Affroeseetcwteak 5 x 157 x 2.44 = 383 sq. ft. n kl l i Other A a o • 1 C (FOP APPI TCANTS TNFOPMATTONI _ - v r to-Gc\--e- 7 L-■a otIALL a ,t— C ko _ c 1 � 1 s i �-o„� Ltd- _2' th V tiA,) . 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