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Home My WebLink About03803I ' ' ! l ! • , . • • 1,' • , GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 ~ 03'51 VOJ\~ ______ Septic Tank Capacity (gallon) ______ Other ______ Percolation Rate (minutes/inch) Number of Bedrooms (or other) ____ _ Required Absorption Area -See Attached Special Setback Requirements: Permit N'.: 3803 Assessor's Parcel No. This does not constitute, a building or use permit. Date _____________ lnspector ___________________________ _ FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer ________________________ ~---------------- Septic Tank CapacitY--------------------------------------- Septic Tank Manufacturer or Trade Name -------------------------------- Septic Tank Access within 8'' of surface -------------------------------- Absorption Area----------------------------------------- Absorption Area Type and/or Manufacturer or Trade Name-------~------------------ Adequate compliance with County and State regulations/requirements _____________________ _ Other ___________________________________________ _ 2-21-D C( inspector IJtJ_ /,;~ /l'--WI /) lrcAae f S. l r 1 of'\ Date RETAIN WITH RECEIPT RE[ORDS~T ~ONSTRUCTION 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 ($500.00 fine - 6 months in jail or both). White -APPLICANT Yellow -DEPARTMENT • \ • • ' ' \ I • j • 1 - • ( 2 INDMDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER ADDRESS Scott & Debbie Fifer, 0351 Van Dorn Road. Glenwood Springs PHONE (970) 945-8404 co 81601 CONTRACTORADDRESS Cross Creek Contractors, Inc., PO Box 1145,Gypsum CO PHONE. _ _,_(9~7~04)~5~2=4--0~4~1~0.__.(~B~a~b__.....Br~aww~n~l~e~e~)----------81637 PERMIT REQUEST FOR: (X) NEW INSTALLATION ()ALTERATION ()REPAIR Attach separate sheets or report showing entire area with respect to surrounding 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: Nearwhat City or Town Glenwood Springs Size of Lot 35 775 Legal Description or Address Parcel 1, Faranhyll Ranch WASTES TYPE: (JQ Dwelling ()Non-Domestic Wastes ( ) Transient Use ( ) Commercial Or Industrial ()Other: Describe:, _____________________ _ BUILDING OR SERVICE TYPE: Numberof Bedrooms. ___ 4 ____________ ~ Numberof Peraons. ____ 2 ____________ _ (X) Garbage Grinder (X) Automatic Washer (X) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: (X) WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: __ N_A _____ _ DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Approximately 1t miles Was an effort made to connect to the Community System? ( ) Yes (x) No Insufficient water rights and cost prohibitive A site plan Is reauired to be submitted that Indicates the following MINIMUM distances: Leach Field to Well: 100 feet Septic Tank to Well: Leach Field to Irrigation Ditches, Stream or Water Course Septic System to Property Lines: SO feet SO feet 10 feet 3 YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: Depth to first Ground Water:. ___ 4-'-8--"-f e"""e~t'--------------- Table Percent Ground Slope: __ 1_3_% ______________ _ TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ( ) Aeration Plant () Vault (X) Septic Tank ( ) Vault Privy () Pit Privy () Composting Toilet ( ) Incineration Toilet ( )Recycling/ Potable Use ( ) Recycling/Other Use ( ) Chemical Toilet ()Other-Describe: ___________ _ FINAL DISPOSAL BY: ~ Absorption Trench, Bed Or Pit ( ) Underground Dispersal ( ) Above Ground Dispersal ( ) Evapotranspiration ( ) Sand Filter ()Wastewater Pond ()Other-Describe:. ___________________ _ WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? _N_o __ PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes __ 8o __ per inch in hole No. 1 Minutes 80 per inch in hole No. 2 Minutes BO per inch in hole No. 3 Minutes ____ per inch in hole No. 4 4 RPE WHO MADE SOIL ABSORPTION TESTS: Name: Steve Pawlak HP Geotech Address: ___ 5_0_2_0----'C_R_1_5_4-'-, _G_l~e:....:n.;..;w.;..;o"-'o"-'d'-"S_.p..:.r..:.i-"n-"'g.::.s__:_C0-'------8"'1"-6:....:0:....:1:__ _____ _ Telephone: (970) 945-7988 RPE RESPONSIBLE FOR DESIGN OF THE SYSTEM: Name: __ M_i_c_h_ae_l_J_. _E_r_i_o_n-',_P_._E_ • ..:...' _R_e s_o_u_r_c_e_E_n-=g:....i_n_e_e_r_i_n.::.g..:..., _I_n_c_. __ _ Address: 909 Colorado Ave, Glenwood Springs CO 81601 Telephone: __ (~9_7_0~)_9_4_5_-6_7_7_7 _________________ _ 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: __ e~'.,--.)"-=,= -1"4#'_~_ ..... 1..._ _______ _ Date: ~;;;)~ ' PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTYll / .!1 1=-1=1 RES DUR CE •• • •••••ENGINEERING INC. Mr. Bob Brownlee Cross Creek Contractors, Inc. PO Box 1145 Gypsum CO 81637 RE: ISDS Design Report -Faranhyll Ranch Parcel 1 Dear Bob: March 13, 2003 Resource Engineering, Inc. (RESOURCE) has designed an individual sewage disposal system (ISDS) for the proposed residence on Parcel 1, Faranhyll Ranch in Garfield County. This letter summarizes the design presented on the attached Figure 1 and 2. DESIGN FLOW The proposed residential structure is designed with three bedrooms and a studio. For purposes of design, we have assumed four bedrooms with two people per bedroom each requiring 75 gallons per day. The average daily flow is estimated at 600 gallons per day. The design flow, using a peaking factor of 1.5, is estimated at 900 gallons per day. SEPTIC TANK SIZING The septic tank size is based on 30 hours of detention time or a minimum of 1,250 gallons for a four bedroom residence. The volume required based on detention is 1, 125 gallons. Therefore, a 1,250 gallon, two compartment tank, is required for the project. PERCOLATION RATE A soil profile hole and percolation test pits were excavated by HP Geotech. The soil profile includes approximately 12 inches of top soil, 18 inches of sandy clay, and clayey gravel with basalt cobbles and boulders. Percolation tests conducted by HP Geotech indicate a percolation rate of 80 minutes per inch. This rate is relatively slow, but suitable for a conventional soil absorption system. SOIL ABSORPTION SYSTEM A soil absorption system using a trench configuration with graveless chambers (infiltrator) is proposed for the project. Based on the conventional formula for pipe and gravel trench absorption systems, the minimum area required is 1,610 square feet. As recommended in the State guidelines for ISDS systems, the minimum required area is increased by 40% due to the use of a garbage disposal, clothes washer, and dishwasher, resulting in a minimum required area of 2,254 square feet. Use of a graveless chamber system increases the active absorption area and allows for a 50% reduction in the calculated area pipe and gravel system. Therefore, the minimum required area is 1, 127 square feet, which requires 61 standard infiltrator units. Consulting Engineers and Hydrologists SOS Colorado Avenue • Glenwood Springs, CO 81 601 • (970) 945-6777 • Fax (970) 945-1137 -. Mr. Bob Brownlee Page2 SYSTEM LAYOUT . March 13, 2003 The absorption trench area has a ground slope of approximately 13%. Level trenches will be installed along the contours and stepped down as required by the slope. A total of 6 trenches are proposed for the absorption system. There will be 3 equally distributed parallel systems consisting of two rows in series (see Figure 1). A clean out wye will be installed outside of the house since the distance to the septic tank is more than 10 feet from the house. PIPELINE All sewer pipelines are to be installed in a bedded trench with compacted granular bedding and compacted native backfill. The maximum rock size in native backfill is 2 inches near the pipe and 6 inches in the remainder of the fill. Care must be taken to property support the pipelines at the house and in and out of the septic tank. A trench detail is shown on Figure 2. SETBACKS The proposed ISDS meets all ISDS setback requirements. These include 119 feet (100 foot minimum) from the absorption trench to the well, 50 feet (25 feet minimum) from the absorption trench to the dry gulch, 500 feet (10 feet minimum) to the nearest property line, and 50 feet (10 feet minimum) to the house. Please call if you have any questions or need additional information. Sincerely, RESOURCE ENGINEERING, INC. Michael J. on, P.E. Water Re ource Engineer MJE/mmm 830-1.0 E:\Cllent\830\isds 830.doc CC: Scott and Debbie Fifer 1/ ' ' ' ' ' ' ' -~~§2~~.S~--..-.A:-~ .. - " CHECKED BY: MJE FARANHYLL SUBDIVISION I I FILE: G:\CUENT\830\CLJlRENT DAAWINGS/Silel'lan.dwg FIFER RESIDENCE SITE PLAN SROWSOF10 INFILTRATOR CHAMBERS 1ROWOF11 61 TOTAL INFILTRATORS SCALE: 1"=20' FIGURE 1 1' DATE: MARCH 17, 2003 -~~§91!,~.S~ -~=n::=i=- STANDARD INFILTRATOR CHAMBER ~~--6 ft. MINIMUM 36" lYPICAL TRENCH CROSS SECTION SCALE: 1" = 2' COMPACTED BACKFILL 95% STANDARD PROCTOR 3 ft. MINIMUM COVER JOBN0.830-1.0 FARANHYLL SUBDMSION 4• PVC SOR 35 SEWER P~PE COMPACTED GRANULAR BEDDING 12"MINIMUM lYPICAL TRENCH SECTION SCALE: 1• = 2' DRAWN BY: DL.S CHECKED BY MJE FILE: G:\O.JENT\BJO\CURRENT ORAWINGS/SitePlan.dwg FIFER RESIDENCE SITE PLAN -DETAILS SCALE. 1"-2' FIGURE2 Resource Engineering, Inc. 909 Colorado Avenue GLENWOOD SPRINGS, COLORADO 81601 (970) 945-6n7 DE.SIG.Al FLOW Aver""!lc. Fl-w: SHEETNO.---'-----OF·------ CALCULATEDBV_M='-'J"-'€""----DATE z /zo /o3 CHECKEDBY-------DATE ____ _ SCAlE ______________ _ 4 Bedn::'-.US X. 2 f"="fl"' f""' tecln=111 X ?5 :jpr:d = 600 .'.'.lP" - Des.I~"' Flew -"Too CJ.Pd .SEPT/~ TANK S/ZINq Crif-eria. : 3o h<::>vrs d-ette#tf.'an t;;,,,.e J /)11~1/Hvl#f /Zso j"'llan -Fe:ir-4-l3e..Jr~c>,.,... Vol = -:. II z 5 ~" 11 "'"' .s or Resource Engineering, Inc. 909 Colorado Avenue GLENWOOD SPRINGS, COLORADO 81601 (970) 945-&7n .Solt.. AB.Sa/ZPT/ON SHEETNO.--'------OF------ CALCULATEOBY_-L.M..::o.1..oJ ......... e.__ __ DATE Z./?.o/~..3 , . CHECKEDBY _______ DATE ____ _ SCALE--------------- Sei"l -Gr<>v.,_f j c/c."j''"j / saHdj 1 wilit basall coi:.J, /d$ f-b.,,..,/ d .. T.S A - Gorbaje Pi:5~1 + Cl,,,.~ ~er -4o% ~ 1i1 Absorpf.e,,, - A :~~--~p= I 80 Mi•/.i 5 A -= 16 te-; .s -F x ;. 4-= 2 2 54 .s~c..t::<n= + ....... { T/Z.~~1-1 ~Al!=/ 6U/l:A T/~A/ Grave/less C?iaiMhefS ( L{,/frofor) 50% /Z.e.Jv,,_/;'o.._ ;,,., Ahs6'?tt'e>t.A ol""eel -{;;r ~r-a11elle..1s sys~ il't a /re11e.k c.,..,.r;lvr~•'o" A.re.a = z.zs4-sF= x so% /IZ'7 5r JB.?5 SF/Ull,:f - //27 SF 60, I Resource Engineering, Inc. 909 Colorado Avenue GLENWOOD SPRINGS, COLORADO 81601 (970) 945-6777 JOB rnr<Vflz,y// IZ.&&h SHEET NO. 3 CALCULATED BY M.f E° 73?-?-/.o DF-~----DATEz/c//(1_3 , f CHECKEDBY-------DATE ____ _ SCAlE _____________ ~ LA"te::>ur -.s.po~.e. is /,4-,,·~ hy Ve.~c.+a-h'c11 Use. S row.s of 10 .JA f;fl.rei1"-LJ11/fs {6 z .s .feel) I rcw o F /I .:Mf;tl,.,,-br /.J,./f.s ( 6 8. '15 •J} C LeA.JIOU I W "f'e -:ht:S{'OI( o,,_,f$1«de i:?f he;u.se. s1li~ 4AOr• ~"' lo .fue...f' ~ .s <epl/e--k,111:: PIPtF~l.fJE.5 -All .sewer pipe/i11es or't!!l ~ b~. 1';,t~!led 1/i. a Jdd..1..J -1-~e:/A w1M Ce?M~~ 5 •a11vfa.r 6e.d-//"! ~ c..,-y,,,,,..,lt:!!'d lfd.//11.:: bad.{:;· II. PA,t/JH'-''*"'-~-"' .:Size ~~ 11a.f/11~ k....J-r.11 ,5 z /11duef 11~ ,..;. ... / " fll~ /Jf re.M..,,,~J.....,-, I j .. J ----PERCULATION EXPLORATORY " . I ! PIT=-. I LI -----_________ ,_ ~-----J . ·----h----·--------------·----.... -.. i i 1 ,, ..... FOUNOATION--..r PIT I I I FOUNDATlqt'I PIT I ' ·\' .· ~ _...;,...- ' -· , I \ ·--.. ,_ ~~,~~· .• ' . ' ' . ' .... '' WELL-' PERCULA~ON • ',TESTHOLE2 )· . L•- • I -r ' ' --""""""'"'' .. A~ • I I ( • ~I // I / PARCEL1 35.775 Ac. 41 I . ,, II I .. -.. -.. _··-.. -.. ··-.. -.. _ ... EXISTINGI FENCE DATE: DECEMBER 5, 2001 JOB NUMBER: 800-1.0 DRAWN BY: DLS FIFER RESIDENCE ~ .\ ~ ~ 16 --~ -~~§2~~.S~ FARANHYLL RANCH PARCEL1 H.P. GEOTECH SOILS INVESTIGATION -·· FIGURE 1 101 777 APPROXIMA 1E SCALE 1· = 100' I I I \ \ --- PROFJLE PIT p lrA p 2 PIT 1 °'_...,. PROPOSED RESIDENCE PIT 2 .6. p 3 EXISTING IRRIGATION DITCH BUILDING ENVELOPE \ I / FARANHYLL RANCH ""-PARCEL 1 HEPWORTH-PAWLAK GEOTECHNICAL, INC. ----- LOCA 110N OF EXPLORATORY PITS AND PERCOLA llON TEST HOLES Fig. 2 0 5 10 LEGEND: PIT 1 PIT 2 ~,.pl-- ' '+-' -200-25 -.J U.-31 Pl-1li TOPSOIL; sandy sHty clay, organic, loose, moist, brown. CLAY (CL); sandy, stiff to V«"Y stiff, moist, brown. PROAL.E PIT 0 5 10 ~ D ~ ~ ~-: ~ -.J GRA\4EL (GC); cla)ley. sandy, with basalt cobbles and boulders, medium dense to dense, moist, brown, subangulor and subrounded rock. 2· Diameter hand driven liner sample. Disturbed bulk sample. T Practical digging refusal in boulders with Cat 4200 backhoe. NOlES: 1. Eicploratory pits were eKcallOted on No_,.,ber 27, 2001 with a backhoe. 2. Locations of eicploratory pits were measured approKimately by pacing from features on the site plan provided. 3. Elewtions of exploratory pits were not measured and logs of exploratory pits ore drawn to depth. 4. The exploratory pit locations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the eicploratory pit logs represent the approKimate boundaries bet-material t)PeS and transitions may be gradual. 6. No free water wos encountered In the pits at the time of eKcawting. Fluctuations in water leYel may occur with time. 7. Laboratory Testing Results: WC = Water Content ( :r: ) DD -Dry Density ( pcf ) +4 = Percent retained on Na. 4 slew 101 1n HEPWORTH-PAWLAK GEOTECHNICAL, INC. -200 = Percent passing No. 200 sieYe LL = Liquid limit ( :r: ) Pl = Plasticity Index { :r: ) LOGS OF EXPLORATORY PITS Fig. 3 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE II PERCOLATION TEST RESULTS JOB NO. 101 777 HOLE NO. HOLE DEPTH LENGTH OF WATER DEPTH WATER DEPTH DROP IN AVERAGE (INCHES I INTERVAL AT START OF ATEND OF WATER PERCOLATION (MINI INTERVAL INTERVAL LEVEL RATE (INCHES I (INCHES) (INCHES I (MIN./INCHI P·1 27 20 8% 7% '% 7% 7% % 7% 7 y, 7 6% % 6% 6% % 6% 6% % 80 P-2 25 20 8 7% '% 7% 7 % 7 6% y, 6% 6% % 614 6 % 6 5% % 80 P-3 28 20 7% 7 y, 7 6% 14 6% 6% l4 6% 614 14 614 6 % 6 5% 14 80 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on November 27, 2001. Percolation tests were conducted on November 28, 2001. The average percolation rates were based on the last three readings of each test. The test holes were protected from freezing overnight with insulation. • lllllRESOURCE ••••• •••••ENGINEERING INC. Scott and Debbie Fifer 0251 Black Diamond Mine Road Glenwood Springs CO 81601 RE: ISDS Construction Certification February 27, 2004 Faranhyll Ranch Parcel 1 (aka 0251 Black Diamond Mine Road) Dear Scott and Debbie: Construction of the Individual Sewage Disposal System (ISDS) for the single family residence on Faranhyll Ranch Parcel 1 (aka 0251 Black Diamond Mine Road) is complete and in general conformance with the plans and specifications prepared by Resource Engineering, Inc. (RESOURCE). The design calculations, plans and specifications are included in a March 13, 2003 letter report prepared by RESOURCE. The ISDS system was installed in mid June 2003. An inspection of the construction was completed on June 24, 2003 by Michael Erion. The system was backfilled after a few minor corrections including leveling of the distribution box and proper bedding of the distribution header pipe. Should you have any questions, please do not hesitate to call. Sincerely, RESOURCE ENGINEERING, INC. Michael J. Erion, P.E. Water Resource Engineer MJE/mmm 830-1.0 E:\Cllenll830\sd lifer lsds 830.doc CC: Bob Brownlee, Croes Creek Contractors, Inc. Consulting Engineers and Hydrologists SOSColorsdoAvenue • GlenwoodSprings.COB1B01 • (970)945-6777 • Fax(970)945-1137