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Home My WebLink About02801 .- aw •aa.n..°sx:.: —n x. —.... - .::nr^r'x-'vm"� Id r',, w i .. x. -F'r� m+vn' a�^ ;�^.�n"�?' .+. - ^gym r xr,P,yrr ..,.. - . r+JN v is GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 2801 109 It\h Street Suite 303 Assessor% Parcel No. • Glenwood Springs, Colorado 81601 Phone (303) 945 -8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. PROPERTY Owner's Name John Traul Present Address 0561 Mel Rey Road. Glenwoodtone 945 -8456 System Location 0008 Springridge Court, Springridge Place. Lot 7. Glenwood Springs Legal Description of Assessor's Parcel No. SYSTEM DESIGN Q SO Septic Tank Capacity (gallon) Other 4 µ rat — / " 10 Percolation Rate (minutes /inch) Number of Bedrooms (or other) 4 Required Absorption Area - See Attached Special Setback Requirements: Da, Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer GwtilEi / Septic Tank Capacity / S U 0 Septic Tank Manufacturer or Trade Name CO P & C A r't 0 Septic Tank Access within 8" of surface Y g 5 I) Absorption Area S T (L EMCgCS D F Cis — s 8 / CNAdvc5Cit S .Sn r4 Absorption Area Type and /or Manufacturer or Trade Name / /-J r l L 9 r . 4 r o(jt f Adequate compliance with County and State regulations/requirements 7 \� C ( Other 1 Ca ) SAN, /AA) - 1 - re f 70 f3C IN VT A cl CO Date 10^.2 ^ J X4,7 Inspector /'T [ � it t RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit Is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. 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 contained In the application of permit commits a Class I, Petty Offense ($510.00 fine — 8 months in jail or both). White - APPLICANT Yellow - DEPARTMENT , INDIVIDUAL SEWAGE DISPOSAI. SYSTEM APPLICATION OWNER . 4 0 (j4/ vt7Z 7 / - � ADDRESS O S / /29e/ Peoi /2o(, 99,c/. -5 r (o PHONE / + YS 'f� ` /s6 CONTRACTOR cIO#A' /ft Card A— / ADDRESS ,5 / /fie/ 0 - 7 'd PHONE 9KS 7 /e4r uhsaGi ) Co /a 8 /6 o / PERMIT REQUEST FOR Pic), NEW INSTALLATION ( ) ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surroundirig areas, topography of' area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY [ � Near what City of Town 94.venred / C0/0 Size of Lot '* / ia' Legal Description or Address WASTES TYPE: ( DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES ( ) OTHER - ,DESCRIBE BUILDING OR SERVICE TYPE: � C..S'/ 1 ewe ✓.- Number of Bedrooms ? Number of Persons 3 pc) Garbage Grinder 4 Automatic Washer X Dishwasher SOI JRCE AND TYPE OF WATER SIJPPLY: aQ WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: Spe-iw y R. I SG .act DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: / 72 - Was an effort made to connect to the Community Syste ? 4 . /b 241- € 4-1 4- 3 . 'J' 11;n 'i ... 'i 11' . -1i 1 1. _I. 1. S . i' i_l.1' l/ 1/ 1 I Leach Field to Well: 100 feet -jke. �, � ,/� t, � ,o � 4- o•.- t t' J Septic Tank to Well: 50 feet �"` '� 4 � ' ` Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: Depth to first Ground Water Table Ned c -44 ,Q-Ae-1 -e , � Al tho Percent Ground Slope 6�rmw 2 , .• TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (N 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: (iii ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER - DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? 0 0 pF,RCOLATION TEST REST Ill ,TS,;. (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes 3 0 per inch in hole No. 1 Minutes .3 ° per inch in hole NO. 3 Minutes a-0 per inch in hole No. 2 Minutes er i ole N e Name, address and telephone of RPE who made soil absorption tests: X C C. / c - f rt 2.3V l'n . e-C lf.A P , w / .-o-v�/ 1&,� � Go R/6 o/ 9�0 97,5- T 09 _ Name, address and telephone of RP responsible for design of the system: X /LU r� ao 17 t eo. 6n Z$?-s 1 0)ei[ no I Cirtn R13.9 z-- Ounce aye -05 Fn q40 - fl 7 - 9. 21 9 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 purposed 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 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 of 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. Signed #f^✓ �' Date fl7 j, / 179 PLE SE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! l� ) �,n Q See JAS / 04 C gJ s h ' A ri ai V t ,b Pa d-�Mr-pk5A-totle) 9 3 • )` KIS K N I S I N E E R I N G I N C I t$ i R. 199' GARF ELD Lt. • September 16, 1997 Mr. Don Owens • Garfield County Planning • 109 8th Street , Glenwood Springs, Colorado 81601 RE: , Revised Individual Sewage Disposal System Design Lot 7, Springridge Subdivision, Garfield County, Colorado • • John & Theresa Traul, Owners Dear Mr. Owens: • The purpose of this letter is to provide you with a revision of an individual sewage disposal system (ISDS) design for the above - referenced property. The revisions to the original ISDS design, which was presented in m o ou dated • May 6, •1996, affect only the general layout and the type of graveless leaching chamber used to construct the soil absorption trenches. The design criteria, such as the estimated wastewater flowrate and the required soil absorption area, are not affected , by this revision. The revised ISDS design presented here conforms to the regulations set forth in the Colorado Department of Public Health and Environment (CDPHE) Guidelines on Individual Sewage Disposal Systems (Revised 1994). Desion Criteria 1 The ISDS for this property has been sized to accommodate the wastewater flow from a residence . having up to four bedrooms. The calculated design . flow is 720 gallons per day (gpd) and the required soil absorption area is 910 square feet. The original design of the soil absorption trenches called for two Sets of two 75 -foot trenches (utilizing standard Infiltrator graveless leaching chambers) connectdd in series that would be operated as alternating leach fields. f The revised absorption trench design utilizes five 50 -foot trenches (utilizing the new Infiltrator® Equalizer 36 chamber) operated in parallel. The required total length of the absorption trenches was calculated based on information contained in a letter from Thomas Bennett, CDPHE ISDS Program Coordinator, to Mr. Jim Bransfield of Infiltrator Systems, Inc., dated May 17, 1996 (copy attached). P.O. BOX 2 8 7 5 D U R A N G O , C O 8 1 3 0 2 • 9 7 0- 2 4 7. 0 5 0 0 • FAX-247-4229 f • 1, • John & Theresa Traul Lot 7, Springridge Subdivision • Revised ISDS Design , The CRPHE has approved the Infiltrator Equalizer 36 chamber for use in r Colorado at an equivalency of 31.93 square feet of absorption area per unit when used in a trench configuration. The required soil absorption area for this ISDS is 910 square , feet, which would require a minimum of 29 Infiltrator Equalizer 36 chamber units. I have revised the design of the absorption area to include a total of.30 Infiltrator Equalizer 36 chamber units (six units in each of five trenches), which is' equivalent to . approximately 958 square feet. This revised soil absorption area design should be adequate to dispbse of the septic,tank effluent at this property. ' Revised ISDS The revised ISDS will consist of a 1,500 - gallon septic tank, a distribution box • and five subsurface soil absorption trenches. The materials and methods of construction are described in myoriginal letter of May 6, 1995 and shown on the r attached drawings. The revised layout and materials used in the construction of the soil absorption trenches are shown in the drawing attached to this letter. Summary - Kaye revised the design for•an ISDS at the property owned by John and , . Theresa Traul, located on Lot 7 of the Springridge subdivision in Garfield'County, • Colorado. The ISDS design concept, which utilizes.a septic tank for treatment of domestic . sewage and soil absorption for disposal of the effluent, remains the same as , in my original letter to you dated May 6, 1996. The original design assumptions rOmain , the same, only the type of graveless chamber and the layout of the soil absorption trenches have been revised: Please feel free 6 contact me at (970) 247 -0500 if you have any questions or comments regarding this revised ISDS design. Sincerely, 4 ,. , i KIS Engineering, Inc. pp REo /4 lb s , • • Michael Hannigan, P.E. ..,,. :n r • President � E , Attachments cc: John M. Traul 961701 2 September 18, 1997 • 1 ISDS LAyou 40 No Saw. Res IDRJGE 1 EJI rDOTPRI,JT ? `� \e,\ � J1 , � - 4• Nat Doom* ?VC ?Ire As w svnw Fox - - --� (sck•40, saR 35 ASTM 3034 SOIL A350RPriorJ Nbr : EACH SOIL ABSORPTIOn& TKLa.10 TZ', 34CJ1ES SHAD_ Be CCASTRUCIED WITH A Le.EI. T EC ' �T�IDM SURFACE k SIX ((.) .• 1NFloweroR® Ecu4L12 g 3(o citimiseR UN at , (MIIJ I MVM) OesatVkt& fbsr trlc/d..) 50 —"I PROJECT DAIE ISDS 1xs SS1 KeVls►onl S" I(D, 1997 y11 DRAWN OE Lo `, . K W1.7 - SpRINI'RIDCoc gvftDIV• IS ENGINEERING INC G +Ew CcvM'rl, C ) PROJECT No. OWNC � R .,_11 • � / � + ��{�� - /�T�jy i1 1421101 • \ry 4 1�MREY 1w& L Snger NO. 4 or 1 a STATE OF COLORADO J .. - Roy Romer, Governor - Patti Shwayder, Executive Director of o ti . # Dedicated to protecting and improving the health and environment of the people of Colorado oZ77 C 4300 Cherry Creek Dr. 5. Laboratory Building • G�� • Denver, Colorado 80222-1530 4210 E. 11th Avenue . Phone (303) 692 - 2000 Denver, Colorado 802 20 -3 71 6 /en • (303) 691-4700 Colorado Department of Public Health • and Environment May 17, 1996 Mr. Jim Bransfield District Manager Infiltrator Systems Inc. 1087 South Downing Street Denver, CO 80209 Dear Jim: I have reviewed the literature and your calculations with respect to the Infiltrator Equalizer 36 chamber. The Equalizer 36 is hereby approved for use in Colorado in accordance with the provisions of Section VIII.C. of the Guidelines On Individual Sewage Disposal Systems. I concur with your calculations regarding the absorptive area equivalence for the Equalizer 36 chamber. As per your calculations the bottom area for each chamber unit is provides 24.99 square feet of absorptive area in a trench application and 20.8 square feet in a bed system. Sidewall area would add an additional 6.94 square feet for a total absorptive area of 31.93 square feet per Equalizer 36 unit in a trench system. No additional credit would be available for sidewall in bed designs. Therefore, the Division hereby approves the Equalizer 36 chamber for use in Colorado at an equivalency of 31.93 square feet unit in a trench configuration and 20.8 square feet per unit in a bed configuration. These figures are based on the design specifications presented in your letter of March 4, 1996. Use and equivalency approvals are subject to the acceptance of same by local health agencies. Sincerely, ,4,..e../ ( Thomas Bennett ISDS Program Coordinator xc: Local Health Agencies