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HomeMy WebLinkAboutApplication- PermitProject Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax' (970)384-3470 Parcel No. Permit NO. SEPT -9-11-2219 Permit Type: Septic Permit Work Classification: Repair Permit Status: Active Issue Date: 9/2712011 Subdivision Expires: 09126/2012 I Section Township Range 267 CR 167 GLENWOOD SPRINGS, CO 239501400116 Owner Information Address Phone Cell Tom Dykema 267 CR 167 Glenwood Springs CO 81601- (970)319-0137 Contractor(s) Phone Primary Contractor Rippy Construction Yes Proposed Construction / Details Upgrade on site wastewater system FEES DUE Fee Amount Septic Fee - Alteration or Rep; $73.00 Total: $73.00 Valuation: Total Sq Feet: $ 0.00 0 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # SEPT -9-11-21418 $ 73.00 Check # 2590 $73.00 $ 0.00 Required Inspections: For Inspections call : 1(888)868-5306 nspection IVR See Permit Record Building Department Copy Tuesday, September 27, 2011 2 cI - elc/ C'ouy-zr 108 8'h Street, Suite 401, Glenwood Springs, CO 81601 Ph:970-945-8212 Fx:970-384-3440 Inspection Line: 888-868-5306 www.garfield-county.com SEPTIC PERMIT APPLICATION F1 � 't'tl iii,, l ¢ .-y SEP 2 1 2011 L til COUNTY Bl.111.1W S'- PLANNING 1 Perk Fee: rnb Parol Nom; {thiss1fonnab©ii a�vaair�arble of ghee a ;sols office 970.945-9134) Lot Size: Lot No: Block No: Subd./Exemption: 7 Building Permit: Job Address: (if an address has not been assigned, please xgie , HWYr reet Name 8 City) and legal description (D Cal C IIT I, (.(0E ) 64,05 4 Buil i ing : Owner: ropert)/o Offl1 Nn Mailing AddressP ©2�-� Coo - I %7 - ��--o is 7 Alt Ph: 5 Con rector: `RTN CryIra— _ Mailing Address Ph: Alt Ph: 6 Engine [.— wore_ 2 Mailing Address �� /WO" Ph: 618.-5033 Alt Ph• Cl eLS03 7 PERMIT REQUEST FOR: ( ) New Installation ( ) Alteration air 8 WASTE TYPE:Iling ( }Transient Use ( )Commercial or industrial ( )Non- Domes is wastes ( Other — Describe 9 BUILDING OR SERVICE TYPE: Number of bedrooms ... Garbage Grinder ( )Yes 10 SOURCE & TYPE OF WATER SUPPLY: ,,DIELL ( }SPRING ( )STREAM OR CREEK ( )CISTERN If supplied by COMMUNITY WATER, give name of supplier. 11 DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Was an effort made to connect to the Community System/ 1 N1_� LtW YOUR INDIVIDUAL SEWAGE DISPOSAL. SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN 12 GROUND CONDITIONS: Depth to 1s' Ground Water Table NC -Ne Percent Ground Slope 13 TYPE 0 INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED: eptic Tank ( }Aeration Plant ( )Vault ( )Vault Privy ( )Composting Toilet () ecycling, Potable Use ( )Recycling, other use ( )Pit Privy ( )Incineration Toilet ( )Chemical Toilet ( )Other- Describe 14 F NAL DISPOSAL BY: orption trench, Bed or Pit ( )Underground () astewater pond ( )Other- Dispersal ( }Above Ground Dispersal ( )Evapotranspiration ( )Sand filter Describe 15 Will effluent be discharged directly into waters of the state? ( )YES 16 PERCOLATION TEST RESULT: (to be completed by Registered Professional Engineer, ii the Engineer does the Percolation Test) Minutes ZU per inch in hole No.1 Minutes kl.. per inch in hole No.3 No. .Z) 8'I' ., L Minutes 2:0 per inch in hiiiI0e.2 Minutesper inch in hole Name, address & telephone of RPE who made soil absorption test: Name, address & telephone of RPE responsible for design of the system: OA O- 1t ZEl u14 GtC "u!c' ti A •�1�M t6/8—.S.-533 .� 17 Applicant acknowledges that the completeness of the local health department to be made and furnished issuance of the permit is subject to such terms and reports submitted herewith and required to be submitted and are designed to be relied on by the local department understand that any f • repres and legal action for perjury prebed toy law. /u• the application is conditional upon such further mandatory and additional test and reports as may be required by by the applicant or by the local health department for purposed of the evaluation of the application; and the conditions as deemed necessary to insure compliance with rules and regulations made, information and by the applicant are or will be represented to be true and correct to the best of my knowledge and belief of health in evaluating the same for purposes of issuing the permit applied for herein. I further may result in the denial of the application or revocation of any permit granted based upon said application 1 `/ ' q-2! — ( I ! f` �j DATE OWNERS SIGNATURE 5' �i•`z[• LI C 25ctb _S13 ,. STAFF USE ONLY .5 Permit Fee: 74-n Perk Fee: rnb Total fees: 1-3 Fees Paid: T3 Balance due: Building Permit: Septic Permit: 'Etpit—C4—It—PIC1 Issue Date: Qac c 1 Buil i ing : : nning Dept: q ^� r•L4"H APPROVA , DATE Julie Taylor From: Tom Dykema [tjdutchman©a hotmail.cornj Sent: Thursday, September 22, 2011 7:27 AM To: Tim Petz Cc: Julie Taylor Subject: RE: Septic Permit for 0267 County Road 167 Tim Petr of All Service Septic is contracted by me for septic engineering services , and has my permission to apply for the required permit as necessary. Thank you, Tom Dykema 970-319-0137 cell Date: Thu, 22 Sep 2011 13:05:42 +0000 From: tpetz1 comcast.net To: tjdutchman@hotmail.com CC: jtaylor@garfield-county.com Subject: Septic Permit for 0267 County Road 167 Tom, thanks for check. Tom Dykema Tom could you please confirm that I had permission to apply for septic and sign your name to apply. have made formal application, and payment. Julie is our helper, and permitter at the county...Thanks Julie, guess this means it Starbucks time ey?> Tim Petz All Service septic, LLC / ITS, Inc PO Box 2844, Glenwood Springs, CO 81602 970-618-5033 6147 Braun Court, Arvada, CO 80004 303-908-7823 FAX 303-216-2796 1 PO Box 2844 Glenwood 5prings,CO 81602 Ph 970.618-5033 Fax 303-216.2796 September 5111 2011 Project No. 1884 Tom Dykema 0267 County Road 167 Glenwood Springs, C081601 Subsurface Investigation and Upgrade Onsite Wastewater System Design, 2 -Bedroom Structure 0267 County Road 167 Garfield County, Colorado Tom, ALL SERVICE septic, LLC conducted a subsurface review prepared a repair onsite wastewater system (OWS) design for the subject residence. The property is located outside of Glenwood Springs, CO in an area where OWS and wells arc necessary. SITE CONDITIONS The current residence on the property has an existing OWS which is experiencing problems. The septic tank is in fair condition, although the drain field must be upgraded. The proposed drain field area lies in the back yard of the subject property. Vegetation consists of a moderate cover of irrigated grasses. Water is provided by the onsite well. SUBSURFACE The subsurface was investigated by evaluating the cut slopes to the west of the property. The materials observed consisted of a layer of topsoil, underlain by clayey sand, with scattered gravel and cobble to 20 feet. Groundwater or bedrock was not encountered. A 20 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 2 -bedrooms and an average sewage load of 300 GPD. The installation must include the existing 1000 -gallon, two-compartment, precast concrete septic tank, with an effluent filter on the outlet, followed by one gravelless chamber bed having 32 `Quick -4' chambers, OR 26 `Arc -36' chambers. The total effective area proposed is 316 SF. Construction must be according to the Garfield County Health Department OWS regulations, the OWS Construction Permit provided by the county, and this design. Onsite Wastewater System Page 2 OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo - fabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or materials should be placed on backfilled drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on infonnation submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERV sic, LLC Timothy R. Petz 3 copies Reviewed By: Richard H. Petz, Onsite Wastewater System Page 3 WELL 0 100' Property Line steep EXISTING 1000 -GALLON, TWO-COMPARTMENT SEPTIC TANK. ADD EFFLUENT FILTER DIVERTER VALVE EXISTING DRYWELL I! 20' 4 ROWS OF 8 'QUICK4' CHAMBER BED W/ LEVEL MANIFOLD. 12' x 32' = 316 SF (OR 26 'arc -36' chambers) PROPOSED OWS Property Line 10' 0' 15 30' Scale: 1" = 30'-0" CORYELL ROAD PO Box 2844 Glenwood Spings, CO 81602 Phone 970.618.5033 Fax 303.206.2796 Dykema Residence 0267 County Road 167 Garfield County, Colorado Project Number: 1884 W1.0 Sheet 1 of 4 4" PVC LEVEL MANIFOLD (1% FALL TO CHAMBERS) 4" EFFLUENT INLET LINE from SEPTIC TANK. TYPICAL PLAN VIEW - N.T.S. BED - 40 CHAMBERS 32' CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC OBSERVATION 1 VENT PIPE WITH CAP EXTENT OF EXCAVATION BACKFILL (MUST BE MINUS 3 -INCH MATERIAL) SLOPE FOR DRAINAGE BED ./ 1NFILTRATOR(R) QUICK4(TM) CHAMBER, 3'X4' ' MIN SCARIFY SURFACE O PROPOSED OWS " = 3V—pa 5 • ~ OBSERVATIONNENT PIPE (TYP.) QUICK4(TM) END CAPS INFILTRATOR(R) QUICK(TM) CHAMBERS, 3' X 4' BED MUST BE LEVEL. USE ONSITE SOILS TO BRING GRADE UP FOR LEVEL INSTALLATION. SOIL MUST BE FREE OF COBBLES (MINUS 3 -INCH MATERIAL. fill HICE PO Box 2844 Glenwood Spings, CO 81602 Phone 970.618.5033 Fax 303.206.2796 Dykema Residence 0267 County Road 167 Garfield County, Colorado Project Number: 1884 W2.0 Sheet 2 of 4 LOADING: RESIDENCE - 2 BEDROOMS PERSONS PER BEDROOM = 2 GALLONS PER PERSON = 75 AVERAGE LOADING = (2 beds x 2 persons x 75 gpd) = 300 GPD DESIGN CALCULATIONS: AVERAGE LOADING = 300 GPD DESIGN LOADING = 300 GPD X 1.5 PEAKING FACTOR = Q DESIGN LOADING = Q = 450 GPD PERCOLATION RATE = t = 20 MINUTES PER INCH CALCULATED AREA = ( ( 450 X sort t) 15) = 402 SF REDUCTION OF 30% FOR GRAVELLESS CHAMBERS TOTAL AREA REQUIRED = 402 X 30% REDUCTION = 281 SF REQUIRED Septic Tank with the Addition of an Effluent Filter -1000 Gallon, 2 -Comp. CHAMBER BEDS REQUIRED: BED - 32 'QUICK -4' CHAMBERS TOTAL AREA = 316 SF Concrete Risers Slope Ground Away From Risers Tap of tee to come to I" from top of tank lid Inlet Tee ORENCC BRAND NAME NOT ENFORCED O TANK DETAIL NOT TO SCALE Filter Ccrtridge Handle (field cut to desired height) Tank Adapter (cast or bolted) Vent Orifice Effluent Discharge Modulating Discharge Orifices Vault Inlet Ports Filter Cartridge Effluent Filter PO Box 2844 Glenwood Spings, CO 81602 Phone 970.618.5033 Fax 303.206.2796 Dykema Residence 0267 County Road 167 Garfield County, Colorado Project Number: 1884 W4.0 Sheet 4 of 4 ALL SERVICE PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 November 23, 2011 Project No. 1894 Tom Dykema 0267 County Road 167 Glenwood Springs, CO 81601 Installation Observations 0267 County Road 167 Garfield County, Colorado Tom, ALL SERVICE septic, LLC reviewed the installation of the onsite wastewater system (OWS) on October 18th and November 8th 2011 for the subject property. The installation included the existing 1000 gallon concrete septic tank, followed by a new 400 gallon plastic pump tank, followed by a gravelless chamber bed drain field. The drain field consisted of 32 ARC -36 chambers equaling 396 SF of infiltrative area. A level manifold was used to distribute effluent. The OWS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. LIMITS: The observations were based on information submitted. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERVICE septic, LLC Timothy R. Petz 2 copies sent Copy sent to Garfield County Reviewed By: Account Page 1 of 1 Account: R111504 Location Parcel Number 2395-014-00-116 Situs Address 000267-000281 167 COUNTY RD 000267-000281 CORYELL RD City Glenwood Springs Glenwood Springs ZipCode 81601 81601 Tax Area 011 - I R -MF - 011 Legal Summary Section, 1 Township: 7 Range: 89 A TR IN LOT 21 Transfers Sale Price Tax History Tax Year Taxes *2011 $2,343.28 2010 $3,439.68 * Estimated Owner Information Owner Name DYKEMA, THOMAS P & JOAN E Owner Address267 COUNTY ROAD 167 GLENWOOD SPRINGS, CO 81601- 9300 Sale Date Doc Type 05/2111984 Deeds mages • Mao • Sketch • GIS Assessment ilistory Actual (2011) Primary Taxable Tax Area: 011 Type Actual Improvement $151,620 Land $365,000 $516.620 $41,120 Mill Levy: 56.9860 Assessed Acres SQFT Units $12,070 0.000 0.000 1.000 $29,050 1.550 0.000 0.000 Book Page B: 050 P: ¢125 Focusing On: 000267-000281 167 COUNTY RD GLENWOOD SPRINGS 81601 6. Cb Rd 119 c Ccee* fid Co Mc https://act.gariieid-county.com/assessor/taxweb/account jsp?accountNum=R111504 9/26/2011