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HomeMy WebLinkAbout01242 1 • �.' - \ GA LI NTY BUILDING AND SANITATION + w XOrr C � ATION DEPARTMENT • 2014 Blake Avenue Glenwood Springs, Colorado 81601 - Phone (303) 945-8241 This does not Constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT 411 1242 a building or use permit. Owner John & Carolyn Adams System Location n726 Owens Drive Silt Licensed Installer Owner Conditional Construction approval is hereby granted for a 1,000 gallon _L(_— Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Perc rate of one inch in 0 minutes requires a minimum of s q. ft. of absorption area per bedroo Therefore the no. of bedrooms 3 x sq. ft. minimum requirement = a total of - sq. ft. of absorption area. �j�,a�` fJfne �n, A- Des'q SJt6te May we suggest y ��ss Date �' / / " 7 C� ® C Inspector 'YI 2 C-wes 4 FINAL APPROVAL OF SYSTEM: • No system shall be deemed to be in compliance with the Sewage Disposaltaws until the assembled system is approved prior to cover- ing any part. /3"'/ 5 17 >1 1 Septic Tank access for inspection and cleaning within 12" of ground surface or aerated access ports above ground surface. 9 Proper materials and assembly. Trade name of septic tank or aerated treatment unit. , • _ � ) l ' + 7 6 ' e i P C S is re ' ? % l ,( 4 ( r , ) `- - { 9 , r , ) ` --{ 9, h C d tie 1, t/ 1 y / 7: . : 9 ..,: i Adequate absorption (or dispersal) area. f E Adequate compliance with rfe"rmj( Ijegplr ments. i/' A dequate compliance with County aril State regulations /requirements. Other • .,y, Ins j y ... — f Inspector C '.J_ / Date S 9 , (j n /l � -'� 1 � � � � I '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 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 A b \ 1 . r: ER - \'t - a, /49 c x47.4,2- -/ ?, !fai in' ss _ 0_, ! z t --Q-c -<s Sxe_ - ---- F NONE '76.?/7 ? . � AnPL 1 CANT -, ' S6gfYil 4 - -- -- — ' ADDRESS 1 - --- -- PHONE - - - -- CON1RACTOR .. Q:c: OPC/ a/Z ADDRESS ' - -- _ PHONE . . IS PERMIT FOR_: ( )() 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 R FP CP Nea r..what .City or Town C _t_ _ / C. ___ __— Lot Size - - ___ _ . Legal Description _ ,.. _ — - -- - r - -- -• g ©R io f rte' r, f6Z.72 /n c 6 ‘ WASTES TYPE: ( )I) Dwelling ( ) Transient Use ( ) Commercial or_Insti-tutional (- ) Non- domestic Wastes ( ) Other - Describe: — - -- BUILDING OR SERVICE TYPE: `___ Number of Persons Number of Bedrooms -3. _ ( ) Garbage grinder O Automatic washer ( ) Dishwasher - SOURCE AND TYPE OF WATER SUPPLY: (X well ( ) spring ( ) stream or creek Give depth of all wells within 180 feet of system: 4/0 /✓ F — If supplied by community water, give name of supplier: /U©/]l, GROUND CONDITIONS: Depth to bedrock: a Depth to first Ground Water Table: d 5- ft Percent ground slope: / • • DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: S'/ C-7 Was an effort made to connect to community system? No HE TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: . . ( ') Septic Tank/Z ( ) Aeration Plant ( ) Vault ( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use ( ) Pit Privy ( ) Incineration Toilet ( .) Recycling, other use ( ) Chemical Toilet ()() Other - Describe: f6(62, FINAL DISPOSAL BY: 9 0 Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Underground Dispersal ( ) Sand Filter. ( ) Above Ground Dispersal ( ) Wastewater Pond' 1 ( ) Other - Describe: • U? fQ■TIJli•M IS bi.SIS,,ED IDa . rS 1.1.C,';S PER DAY 1 the system is to be designed by a Registered Professional Engineer (RPE), state r. to of r:bsorption in test holes shorn on the location rap, in minutes per inch o drop in water level after moles hive been soaked for 21 hours: • SOIL PERCOLA1ION1EST RESULTS: . i 1 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. , Name, address, and telephone of RPE who made soil ab urption tests: Name, address, and telephone of RPE responsible for design of the system: — • Applicant acknowledge sithat_theompletene the application is conditional upon such further mandatory. and additional tests and reports as inay be required by the local health departmentLto_be rnade and. furnished by the,applicapt or by.. y 1 . the local health departmentior,.purposes of the evaluation of the application; and = the issuance of the permit is subjectlto °such terms and conditions as deemed ,s 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.appl1cant. 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 7— 23 "" 75 Signed / dacao.„l�i,�� • . PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY • • Page Three • • PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY X( h n M • A /Ew C' NS7`4 INDICATE BELOW THE LOCATION OF YOUR BUILDINGS WATER SUPPLY AND DISTRI- BUTION LINES, STREAMS, IRRIGATION DITCHES, ROADWAYS, AND BOUNDARY LINES ,$ B c • 7 �_ 4 ,'i5"gf /o.,i c • I Tel kit �G' -6�S' (TO BE RETURNED TO BLDG. & SANI. DEPT.) /J /v2 pleoeu wnleu fiulsn Jot noA tluetu • • Z !u9 194 399 & t tj iii Receipt for t • o ' Certified Mail q ce E ta �,� 7 No Insurance Coverage Provided 0 o cc c �• z Do not use for International Mail E 'e May 1, 1995 „ u 7 (See Reverse) 8i o o cc t Is ti C U f H 7. Toffy aogn1 w t ❑ ❑ a c Mr. John Adams S lre, Sent to y �,.r nq S Q9 0/26 Qw PPRint a ❑ _ W F 0726 Owens Drive o rr ;rt St/6S2 6 f ii z ~ec 2 o f �a w Silt, CO 81652 O Poctarer — $ v o M . Y iu " Y ° ti o c 0 Cer0licrl Ice 9 a Jig' W o a s 4 Subject: Request N s „ ee, al nelHery r,r. 1 g �❑ El ,� rl Garfield a 1 1 t nesvfcv,n Delivery Fee -- n \ 3 � 1 flelom Retry)! Showing — 8 ' b 10 Whored Daly Delivered r , Dear Mr. Adams: m 3 \ C Retur Daorn and Add eas s d Ness I b 4 N 1 F n and eipt Showier; Address 4 rn' nl Postage E tn In response to your re &Pees $ 11 Poslnmd or Dale ii • 3 N residence a research ( department to provide i, o 3 o E visited the site in oak cr.; h if o occupancy at this time .3eveiarueius weie o € € r te 43 ( g a certificate of occupancy is issued for the reside , CY C .e - E E a e B FE u V a required are as follows: o _ - ¢ I= < j € • W Eiai' 1M m m K N.. 8 1 Ail iapplication'for a permit for the 1.S.D. , t e n s esienei e y e uo po;eldwoo simth IV Nuflim anoAel . system) was applied for by you, as owner, and issued by this department under I.S.D.S. permit .# 1242. However, no requests were made of this . department for a percolation test and no engineered design was submitted for • approval. hi addition no inspections were requested by you or made by this department of whatever was installed to serve as the 1.S.D.S. system for the house. There are indications that the system currently installed is not adequate for the three bedroom home. Correction required: Application is to be made for the installation of an I.S.D.S. system that will comply with Garfield County requirements within thirty (30) days of the date. of this letter. The application is subject to approval, and installation of the systenris required to have final inspection and approval. A(ler approval work on the installation of the system shall begin within slid); (60) days or approval. , 2. Some insulation in a storage closet has exposed kratl paper vapor—barrier.' *, 109 HI Street, Suite 303” 945- 8212/625- 5571/285 -7972 Glenwood Springs, Colorado 8 160I O w eit an ?J NI et 4 ,,,dpiretwfr *44 s =7+ I O:ROAh9N / o:roOro 3omtrK"" � —� ___ . A " A YS + , . 4:n naus nd Fa f n2 ,, 11 /) 0 © �. z ,' Gam , r GP 0 tr .,y.AA4A- .ems- Htyst-Pfr.( gt-e-are e • t, „kern etc■rnAtal aaterr ..341 _ a ' ' ot , GARFIELD COUNTY Building and Planning MEMORANDUM To: Mr. John Adams From: Art Hougland, Chief Building Official Date: May 19, 1995 Subject: Engineered plan faxed to me this morning by Mr. Timothy P. Beck P.E., pertaining to system proposed for Mr. John Adams 0726 Owens Drive, Silt, CO 81652 After receiving the fax I called and spoke with Mr. Beck, I requested that he mail a wet stamped and signed set of plans for this project. I told him that if he would do this I would authorize Mr. Adams to proceed with the work on the system as designed. Mr. Beck assured me he would send the stamped, signed plan in the mail. It will be required that all work on this system be inspected prior to covering. You are responsible for calling for inspections by this department at least twenty four (24) hours prior to when inspection is needed. No cover up of any portion of the system is permitted without inspection and approval. All soil and waste water systems in the house or accessory buildings are required to be connected to the septic system in compliance with the 1988 Uniform Plumbing Code, inspected and approved by an inspector of this department. If you have any questions please give me a call. cc: file Adams02.95 109 8th Street, Suite 303 . 945 - 82121625- 5571/285 -7972 . Glenwood Springs, Colorado 81601 HAY-19-1995 11 03 HIGH COUNTRY EI IG I IIEER ItIG P.01 PLN•T.QY Aradtvezietic May 19, 1995 4v{' fl'� 1 o f99'; i , Garfield County Building Department Attn: An Hougland 109 8th Street, 3rd Floor Glenwood Springs, CO 81601 RE: Adams ISDS, 0726 Owens Dr., south of Silt, CO HCE File # 95004,14 Dear Art: On May 18, 1995, HCE personnel observed the various test holes, and existing improvements on the subject property south of Silt, Colorado. The septic tank was reported to be 1250 gallon, which would be adequate. During this visit, we recommended that a "Wisconsin Mound" type final disposal system would probably be the best solution for this site. For a three bedroom residence, the design flow rate is 675 gallons per day. The required minimum gravel base area is 710 square feet. The minimum sand base area required is 1350 square feet. It appears that the system could be a gravity system if the mound is placed easterly of the house. Since the percolation rate is more than 60 minutes per inch, the smaller (25 feet) setbacks from the pond and ditches would apply. However, a drainage ditch around the mound area will be very important, it will divert local drainage around the mound and on toward the pond. 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: 303. 945 -0676 • PAX: 303-945-2555 , IJaY -19 -1995 11:03 HIGH COUNTRY ENGINEERING P. P.02 • Garfield County May 19, 1995 Page 2 We have included two details of a typical gravity fed mound system for your use in evaluating the system. If you have any questions or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. Ti tU h , Y.E. P incipal Engineer TPB /tint encl. cc: John Adams, w/ encl. I1Y -15 -1555 11:03 03 HIG41 COUNTRY ENGINEERING P. -�. i o to K 3 La Z m ifi 8 N Z z' Y d w �U6 4 o Pf" xa J 2 N M RR x Q ' 2 r O F 2 N � g i Q Z . N O1 P ,------t . tJ N u W re t. 1_ 1 6_.17 , 1'klY--19 -1995 1104 HIGH COUIJTRY EIIG11JEERING P. 04 • • • a m^ F 14. G � CC • u O_. u; 0 -a w CO • P • pis g • k W ~ - pIr�� Why -p ��►. Q . • • N 'yIF. TOTAL P.04 TRANSMISSION REPORT • *43**4***3.4***4**444: :GARFIELD COUNTY ( HAY 19 '95 12:10 ) * 4. * * * * * * w * * * * * * * * * * * * * * * * * * * * * 4< * * * * * * * * * * *4' * * 4: * DATE START REMOTE TERMINAL MODE TIME RESULTS TOTAL DEPT. TIME IDENTIFICATION PAGES CODE 4< • HAY 19 1208 303 07E. 5492 G3ST 02'29" OK 05 0027 4 4 3 4 4 4: 1 1141444114 4. * * * 4 * * * 4. * 4< 4. 4: 4< * * 4: * * * 4: * 4' * 4.4: * * * * 4 4 * • /Ot/ TRY NG/NCCRMVO L� Ric May 19, 1995 Garfield County Building Department Attn: Art Hougland 109 8th Street, 3rd Floor Glenwood Springs, CO 81601 RE: Adams ISDS, 0726 Owens Dr., south of Silt, CO HCE File a 95004.14 Dear Art: On May 18, 1995, HCE personnel observed the various test holes, and existing improvements on the subject property south of Silt, Colorado. The septic tank was reported to be 1250 gallon, which would be adequate. During this visit, we recommended that a "Wisconsin Mound" type final disposal system would probably be the best solution for this site. For a three bedroom residence, the design flow rate is 675 gallons per day. The required minimum gravel base area is 710 square feet. The minimum sand base area required is 1350 square feet. It appears that the system could be a gravity system if the mound is placed easterly of the house. Since the percolation rate is more than 60 minutes per inch, the smaller (25 feet) setbacks from the pond and ditches would apply. However, a drainage ditch around the mound area will be very important, it will divert local drainage around the mound and on toward the pond. 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: 303 - 9454876 • FAX: 303- 945 -2555 Garfield County May 19, 1995 Page 2 We have included two details of a typical gravity fed mound system for your use in evaluating the system. If you have any questions or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. Q ,p0 , PEG%sf r& Ti o h P. ec c, P. . �%Nell PA(%••.�. t. P incipal Engineer�;go Swat ewe ° :I' 20630"==4 TPB /tmc encl. ., /0NA- tta cc: John Adams, w/ encl. w„ i g b u. f-4 4 8 4i 4g g g N }}yy l b F 2 Q 2 go v 5 3 IVIV 1 i w 0 m 4 9 ' Z Z i R g 617 r it • • • C1/4 \ : . . . . . . . Q • J 0 vi _ (. W CO • 2 Pi N l Iowa