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Home My WebLink AboutApplication-PermitProject Address Garfield County Building & Planning Department 108 8th Street SuÌte 401 Glenwood Spr¡ngs, CO 81601- Phone: (970)945-8212 Fax (970)384-3470 Parcel No.Subdlvlslon Section Townshlp Range lssue Date: 11l3l2O1O Expires: 1110312011 0033 Marand RD GLENWOOD SPRINGS, CO 239306301 014 Owner Address Phone Cell PO BOX 248 Glenwood Springs CO 81601 970-945-2233Van Rand Park Owners Association Contractorls)Phone Primary Contractor Proposed Construction / Details community septic system to serve the Van Rand Park subdivision FEES DUE FEES PAID Required Inspections: Forrnspect¡ons *rr' { ($$$)$68-5306 lnspection IVR Fee Amount Septic Fee - Alteration or Rep, Total: $73.00 $73.00 lnv Total Paytype Amt Paid Amt Due lnv # SEPT-10-10-20637 $ 73.00 Check#2114 $73.00 $ o.oo Building Department copy \"\ uJ q'srr*øl Ñ* WL* '-*S?)#LtË-d ,\A 5 Ë?î- Qå"* ¡å- 4zcl Tän- :¿, \¿Sîprl*"ËÐ tW ¿ery. Ju.5 lli'rú*r, }g-u'*ø Valuation: Total Sq Feet: $ o.oo 0 See Permit Record 2Wednesday, November 3, 2010 GARFIELD COUNTY SEPTIC PERMIT APPLICATION 108 8ú Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 / Fw<:970-384-3470 / Inspection Line: 888-868-5306 I Pqcçl Nq: (thjs inQmalion is available at the assessors offiæ 970-94S9134) 2393-063-01-014 2 Job Address: (if an address has not been assigned, please provide Cr, Hwy 0033 Marand Road, Glenwood Springs, CO 8160 or Street Name & CiM or and legal description 1 3 Lot Size: 14.52 ac (Total) Lot No: 10 Block No:Subd./ Exemption: Van Rand Park 4 Owner: (property owner) Van Rand Park Owners Association Mailing Address P.O. Box 248, G'nwood Spgs, 81602 Ph 970-945-2233 AIt Ph: 5 Contractor: TBD Mailing Address Ph AIt Ph: 6 Enoineer: Sch"mueser Gordon Meyer, lnc Mailino Address 118 w. 6th, #200 GWS, 81601 1004 Ph: 970-945- AIt Ph: 970-384-9048 7 PERMIT REQUEST FOR:(tr New lnstallation (fl Alteration @Repair 8 ( )Transient Use Domestic WASTE TYPE:(liþommercial or industrial ( )Non- Domestic wastes I BUILDING OR SERVICE ffpl; Multiple lot community system Garbage Grinder ( )Yes (ENoNumber of bedrooms N/A l0 EI/VELL trTPRrNG (GTREAM ORCREEK flrsrenru lf supplied by COMMUNITY WATER, give name of SOURCE & TYPE OF WATER SUPPLY: ll Was an effort made to connect to the Communi$ System?Vac /ll I azrr F\ DISTANCE TO NEAREST COMMUNIW SEWER 700 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN t2 GROUND CONDITIONS: Percent Ground 5%Depth to 1.r Ground Water Tahlo> 10' l3 TYPE 0F tNDtVtDUAL SEWAGE DTSPOSAL SYSTEM (|SDS)pROPOSED: (liFeptic Tank ( )Aeration Plant ( )Vault ( )Vault Privy( )Recycling, Potable Use ( )Recycling, other use ( )Pit Privy ( )lncineration Toilet dibtner- Describe Dual 1500 gal septic tánks with pump station (Duplex) to leach field trenches. ( )Composting Toilet( )ChemicalToilet l4 FINAL DISPOSAL BY: ([þbsorption trench, Bed or Pit (flVastewater pond flJndergroundDispersal ffiboveGroundDispersal ffivapotranspiration ($and filter (ptner- Describe l5 Will effluent be discharged directly into waters of the state? Ef ES EIIO l6 PERCOLATION TEST RESULT: (to be completed by Registered Professional Engineer, if the Engineer does the Percolation Tes$ Name, address & telephone of RPE responsible for design of the system:Robert W. Pennington, P.E. SGM address above Name, address & telephone of RPE who made soil absorption ¡ss1. Original system designer per inch in hole No.1 per inch in hole No,3 perinchinholeNo.2Minutes-perinchinholeNo.- Applicant acknowledges that the completenæs of the application is conditional upon such lurther mandatory and additional tæt 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 purpæed 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 saidbasedofgrantedanypermit and action understandlhat any falsification or misrepresentation may result in the as S5oôfor ÌJ d Õ OWNERS SIGNATURE DATE l7 Permit Fee:Perk Fee: PPí Total fees: ,s?,¡ - Building Permit #:M._ 5EEN Septic Permit #: - rEl5 l.r-3å0tc) Issue Date: DATE & icHdI)\N4U :SE R GC RDr )N v(/r NC tNt :EF S i5 UR I IR anc , A' P¿ U,'(,. E rnl^¡ Va F.( Glt nS Re arI GLENWOOD SPRINGS I I I w. 6TH, sulTE 2OO cr.-Er.fwocD sPRtNcs, co I I 60I ASPEN P.o. Box 2 155 asPEN,coAl6l2 97rJ-g25-6727 r* |97.J-925-4t 57 CRESTED BUTIE P.o. Box 3088 cREsrEo BUTTE, co 41224 97()-349-5355 FX: 97O-349-5358 R E OR s 97(f-945- I OO4 FXr 9./(J'945-5948 October 28,2010 81 endations are offered regarding the repair of the Sewage Disposal Van Rand Park: ¡: Average Daily Flow: ........ 875 gpd Percolation Rate: ........20 Minutes per inch r Reduction for Leaching Chambers .......... ............. 35o/o The existing system design contains two1,500 gallon septic tanks in series; The septic effluent is pumped to the leachfield with an existing station that will be fitted with a second pump and control system for a duplex system ("pressure dosed"); The average daily design flow is 875 gallons per day based upon water usage in the Park; The maximum daily design flow is 1,312 gallons per day; The total amount of absorption area required is 1,174 square feet; The reduced absorption area using ADS ARCrM Septic Leaching Chambers in a Trench configuration is 704 square feet; Below the chambers is 3-feet of 1% drain rock providing 6 SF per foot of absorption area for a total sidewall absorption area of 1,080 SF. Two lines will be used with the third line resting (720 SF area); The total number of chambers required is 36 (use 12 per 60' line). Therefore, the disposal field shall consist of three lines with twelve (12) infiltrators in each line (60'-0" length per line), connected to the existing pump station (upgraded to duplex) according to the attached Site Plan and details. Sincerely, Schmu Robert 1 Percolation testing was performed by the owner ( 0 29923 I :\2009\2009-41 SVAN_RAN D.doc