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HomeMy WebLinkAboutApplication- PermitVk-3, GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 401 Glenwood Springs, Colorado 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's Name C.:011 WL} I \ P:4 \ ( Present Address B n \ 0 System Location L\\ C JLl, l2 ` 5114- Legal Description of Assessor's Parcel No. � " D -'\ SYSTEM DESIGN Permit 4 6 41 Assessor's Parcel No. This does not constitute a building or use permit. Phone Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector 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 Date Inspector 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. Connection 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 1, Petty Offense ($500.00 fine - 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT GARFIELD COUNTY SEPTIC PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 www. arfield-coun ,coni. 1 Perk Fee: I��t Parcel No: (this information is available at the assessors office 970-945-3134) 2 Septic Permit #: Job Address: Of an address has not been assigned, please provide Cr, Hwy or Street Name & Ci or and legal description 41-471"// G t7 3 7' S; 1 I; Co. CIO 3 , Lot Size: Lot No: Block No: Subdi Exemption: ST— 500-(16)., 4 •ire.... l. 1 ...tr-.i. Owner: (property owner) 74-4/(, ///45 Mailing Address P,0 a (2)c))( /0/7 Ph: , 7 0 e /g~ Vee. Alt Ph; q '765 37i7//e06— i 5 Contracts Mailing Address Ph: Alt Ph: b n/Engineer: ' 1 '0 ! z 4. 5 4// Seg V/64 �E)'Ti c Mailing Address }/y IN(' /31 V a o QV / ! � �, �..7.. Ph: _ Y/ ig 533 Alt Ph: 7 PERMIT REQUEST FOR: ( New Installation ( ) Alteration "Repair 8 WASTE TYPE: ( Pinelling ( )Transient Use (:.4imercial or industrial ( )Non- Domestic wastes ( )Other — Describe 4 BUILDING OR SERVICE TYPE: Number of bedrooms s� Garbage Grinder ( )Yes (a.)Ptr 10 SOURCE & TYPE OF WATER SUPPLY: (gotEtL ( )SPRING ( )STREAM OR CREEK (t )CISTERN if supplied by COMMUNITY WATER, give name of supplier: 11 DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Was an effort made to connect W the Community System? .6 rr-1i/ -6-4; 4./e) YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN 12 GROUND CONDITIONS:( J Depth to 1s1 Ground Water Table �)fect i -el -11m -A.0 Percent Ground Slope 13 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED: ( )Septic Tank ( )Aeration Plant ( )Vault ( )Vault Privy ( )Composting Toilet ( )Recycling, Potable Use ( )Recycling, other use ( )Pit Privy ( )incineration Toilet ( )Chemical Toilet ( )Other- Describe 14 FINAL DISPOSAL BY: ( )Absorption trench, Bed or Pit ( Y)i_lnderground ( )Wastewater pond ( )Other- Dispersal ( )Above Ground Disp rsal ( )Evapotr aspiration ( }Sand filter Describe if L�1.f � A. i ' ` 6 Y� a e4 1Q 12- 15 Will effluent be discharged directly into waters of the state? ( )YES ('' i0 16 PERCOLATION TEST RESULT: (to be completed b Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes n per inch in hole No,1 Minutes per inch in hole No.3 No. Minutes per inch in hole No.2 Minutes per inch in hole Name, address & telephone of RPE who made Name, address & telephone of RPE responsible soil absorption test: i/, 7 0Pn 77:-7-c_. Gorge/4i �� /i1 for design of the system: i// 5,-,,-,-- rl / CET! — y , yn PAkti // s'- . 5.` 17 Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional test 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. !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 legal action for perjury as provided by law. L�4 OWNERS SIGNATURE ' DAT / STAFF USE ONLY Permit Fee: -1 Perk Fee: I��t Total fees: -" Building Permit #: iv iL Septic Permit #: , LI it4 Issue Date: TH 7-0 13ui1i g&Planet;{' 6--' IS -0 IP. •ire.... l. 1 ...tr-.i. AP '.R" ""' `",rr...•" . DATE May 5, 2009 PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303.216-2796 Bruce Collins, Custom Structural Steel PO Box 1017 Silt, CO 81652 Project No. 1594 Repair Onsite Wastewater System Design, 2 -Bedroom Residence and Employee Bathroom 4941 B County Road 346 Garfield County, Colorado Bruce, ALL SERVICE septic, LLC prepared a repair onsite wastewater system (OWS) design for the subject property. The property is located outside of Silt, in an area where OWS and wells are necessary. SITE CONDITIONS A 2 -bedroom modular house and a warehouse with one bathroom exist on the subject property. They currently utilize an OWS which is experiencing problems. The existing septic tank is in fair condition and may be used, although the existing drain field will have to be replaced. The existing warehouse has two full-time employees and five part-time employees. The proposed drain field mound area lies north of the modular house. Vegetation consists of a moderate cover of native grasses. Water will be provided by the onsite well, as indicated on Figure 1. SUBSURFACE The subsurface was reported by HP Geotech (project no 105 866) and by Garfield County (permit #1049). The materials encountered consist of moist sandy clay. Groundwater or bedrock was not reported by HP Geotech although we are designing OWS based on high groundwater. A 90 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 2 -bedrooms and 7 employees, and an average sewage load of 395 GPD. The installation must include the existing 1000 -gallon, two-compartment, precast concrete septic tank, with an effluent filter to be added on the outlet. One `Quick -4' gravelless chamber bed must be installed as indicated on attached figures. 96 chambers must be installed to distribute effluent to the raised bed. The total basal area is 1225 SF. Imported filter material must be used to construct underlying bed. The filter material per the site visit on April 22nd, which was a clayey organic sand, may be used. A level manifold and perforated PVC laterals must be installed to distribute effluent. Onsite Wastewater System Page 2 The filter material must be compacted well to minimize any risk of settling when introducing effluent. Differential settlement may occur if compaction is not adequate. Construction must be according to the Garfield County Health Department OWS regulations, the OWS Construction Permit provided by the county, and this design. 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. Onsite Wastewater Systems Page 3 LIMITS: The design is based on information 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 SERVICE epije, LLC Timothy R. Pet 3 copies impl- ws :.rrwrr Ms NMI M. EXISTING STEEL OFFICE BUILDING (A SEPARATE OWS SERVES STRUCTURE) 01111•1=0 .r .w..r.rr 1•1e MIN IMwMwrM= — it +111w1+.+rir — n. rrww�rr ALL SERVICE Septic, LLC PO Box 2844, Glenwood Springs, CO 81602 970-618-5033 LbESIGN PRO NO. 1594 5/05/09 a ' NM N — PROPOSED OWS 4" PVC SDR 35 PIPE. (2% FALL TO FIELD) EXISTING SEWER PIPE 34'_l M E-- 11•11111111111wrr -- ten........ I M W I WM 24' X 48' MOUNDED CHAMBER BED. IMPORTED FILTER MATERIAL MUST BE USED AS RAISED BED MATERIAL. A LEVEL MANIFOLD AND FOUR LATERALS WILL DISTRIBUTE EFFLUENT. EXTENT OF MOUND OBSERVATION PIPES 7 EXISTING CLEANOUT AND / ( SEWER LINE L EXISTING BUILDING WITH ONE TOILET EXISTING 1000 -GALLON, TWO-COMPARTMENT SEPTIC TANK. ADD EFFLUENT FILTER. N 0' 26' 4p SCALE: 1" = 40' MOBILE HOME WITH 2 -BEDROOMS NOTES: . ABANDON EXISTING DRAIN FIELD 2. FILTER MATERIAL BENEATH CHAMBERS MUST BE PROPERLY COMPACTED. WELL 4941 B COUNTY ROAD 346 CUSTOM STRUCTURAL STEEL GARFIELD COUNTY, COLORADO ALL SERVICE SEPTIC, LLC PO BOX 2841., GLENWOOD SPRINGS, CO 81602 970-618-3033 PRO. NO. 1594 FIGURE 2 DESIGN 2 -BEDROOM RESIDENCE = 150 GALLONS/DAY 1 BATHROOM 2 FULL TIME STAFF = 70 GALLONS/DAY (35 GALS EACH) 5 PART TIME STAFF = 25 GALLONS/DAY (5 GALS EACH) LOADING = q = 395 GALLONS PER DAY PERCOLATION RATE = t = 90 MINUTES PER INCH (MPI) CALCULATED AREA = (1.5 X q) X sgrt 9015 = 1125 SF CHAMBER AREA = 948 SF INFILTRATIVE BASAL AREA = 1225 SF BED SPECIFICATIONS WIDTH OF BED = 24 FEET = 8 CHAMBERS LENGTH OF BED = 48 FEET = 12 CHAMBERS TOTAL NUMBER OF 'QUICK -4' CHAMBERS = 96 MOUND DRAIN FIELD CROSS SECTION - TYP. 4" PVC GRAVELLESS OBERVATION 'QUICK -4' PIPE CHAMBER (4' x 3') QQe 1.5' EXISTING GRADE INFILTRATOR(R) QUICK/4(TM) CUT SHEET 52" 4" PVC OBERVATION PIPE 48" (EFFECTIVE LENGTH PVC PPE TO ENTER CHAMBER END PLATE SOIL MUST BE COMPACTED IN 8 -INCH LIFTS WITH VIBRATORY MACHINE OR HYDRO -COMPACTION (THEN LET DRY PRIOR TO CONSTRUCTION). 1' MI EXISTING GRADE. REMOVE 6 -INCHES OF UPPER SOILS PRIOR TO PLACING FILTER MATERIAL. SCARIFY SURFACE PRIOR TO PLACEMENT OF FILTER MATERIAL PLAN VIEW - TYP. OBS. PIPE 2 49' NATIVE UNDERLYING SOILS 4 -INCH PVC PERFORATED LATERALS SUSPENDED WITHIN CHAMBERS. HOLES FACING DOWN. GRAVELLESS CHAMBER 'QUICK -4'58' 34' a • • ND CAPS END CAPS 4" EFFLUENT LINE FROM 44 SEPTIC TANK. • 4• 4 • '6�i t•'e ::.. r :: e a' FILTER MATERIAL -- —EXTENT OF MOUND LEVEL 4" • MANIFOLD PROJECT NO, 1594 FIGURE 3 1000 -Gallon (min), 2- Compartment Septic Tank with 4" Dia. Biotube`Effluent Filter Concrete Risers Slope Ground Away From Risers Top of tee to come to 1" from top of tank lid Inlet Tee ORENCO BRAND NAME NOT ENFORCED Patents / 4,439,323 & 5,492,635 Foreign Patents Pending 0 2002, Orenco Systems, Inc. 2" Liquid Level Filter Cartridge 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 PROJECT NO 1594 Parcel Detail . Page 1 of 5 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search 1 Assessor Subset Query. 1 Assessor Sales Search Clerk r_Recerder Recept on Search Basic Building Characteristics 1 Talc Information Parcel Detail 1 Value Detail 1 Sales Detail 1 ResiderntiaVCommercialfmprgvernentDetail Land Detail 1 Photographs 1 Mill levy Revenues Detail Tax Area Account Number Parcel Number 2008 Mill Levy 023 8023139 217917200122 46.355 Owner Name and Mailing Address COLLINS, BRUCE R a BETTY J 350 WHITE HORSE DRIVE NEW CASTLE, CO 31947 Assessor's Parcel Description (Not to he used as a legal description) SECT,TWN,RNG:17-B-92 DER: W 1072' OF NWNW, LYING 3 OF 1-70 R.O.W. R0579 PG:0485 BK:0575 PG:0549 BK:0575 PG:0547 BK:1788 PG:995 RECPT:995878 BK:1940 PG:894 RECPT:993709 BK:1596 PG:229 RECPT:954079 BK:1531 PG:459 RECPT:939192 BK:1479 PG:593 RECPT:629183 BK:1318 PG:192 RECPT:595072 BK:1318 PG:190 RECPT:595071 BK:1318 PG:189 RECPT:595070 BK:0839 PG:0362 BK:0750 PG:0157 Location http://www.garcoact.com/assessor/Parcel.asp?AccountNumher.R023139 5/15/2009 Parcel Detail Page 2 of 5 Physical Address: 4941 346 COUNTY RD SILT Subdivision: 1 STORY: Land Acres: 0 Land Sq Ft: 509,652 Section Township Mange 17 6 92 200g Property Tax Valuation Information Actual Value Assessed Value Land: Improvements: Total: 436,260 8D6,14D 1241400 109,090 212,810 321900 Additional Value Detail Most Recent Sale Sale Date: Sale Price: 6/6/2003 300,000 Additional Sales Detail Basic Building Characteristics Number of Residential Buildings 1 r i Residential Building Occurrence 1 Characteristics 1 STORY: 1218 TOTAL HEATED AREA: 1,218 ABSTRACT CODE: SINGLE FAM.RES-IMPRDVEMTS ARCHITECTURAL STYLE: PRE -IUD MOBILE NOME EXTERIOR WALL: MOD METAL ROOF COVER: MODULAR MT ROOF STRUCTURE: FLAT INTERIOR WALL: AVG PANEL FLOOR: ` CARPET http://www.garcoact.cnm/assessor/Parcel.asp?AccauntNumber=8023139 5/15/2009 Parcel Detail Page 3 of 5 FLOOR: 1[ HT VINYL HEATING FUEL: GAS HEATING TYPE: FORCED AIR STORIES: STORIES 1.0 BATHS: i ROOMS: 5 UNITS: 1 BEDROOMS: 3 YEAR BUILT: 1905 Commercial/Industrial Building Occurrence 1 Characteristics I WAREHOUSE: 0,200 ONE STORY: 1000 TOTAL HEATED AREA: 2,000 ABSTRACT CODE: WAREHOUSE/STORAGE-IMPS, ABSTRACT CODE: OFFICES -IMPROVEMENTS ARCHITECTURAL STYLE: WAREHOUSE EXTERIOR WALL: PREFAB MTL EXTERIOR WALL: BRICK/BLOC ROOF COVER: RUBBER -MEM ROOF STRUCTURE: STEEL FRAM INTERIOR WALL: DRYWALL INTERIOR WALL: ,EXPD BLOCK j FLOOR: CARPET FLOOR: CON ON ORD HEATING FUEL: GAS HEATING TYPE: UNIT HEATR STORIES: STORIES 1.0 BATHS: 2 UNITS: 1 J YEAR BUILT: 2000 Additional Residential/Commercial Imp.ravement Detail Tax Year r Tax Information Transaction Type Amount http://www.garcoact.com/assessor/Parcel.asp?AccountNumher=8023139 5/15/2009 Parcel Detail Page 4 of 5 http://www.garcaact.com/assessor/Parcel:asp?AccountNumber.R023139 5/15/2009 2008 ji Tax Payment: Whole I) ($13,554.20) 2008 Tax Amount $13.554.20 2007 Interest Payment ($9,72) 2007 Interest Charge $9,72 2007 Tax Payment: Second Half ($480112) 2007 Tax Payment: First Half ($485.02) 2007 Tax Amount $972.04 2006 Tax Payment: Whole ($800.40) 2000 Tax Amount $860.40 L 2005 Interest Charge $8,51 2005 Tax Payment: Whale ($801.02) 2005 Interest Payment ($8.61) 2005 Tax Amount $85102 2004 Interest Payment ($6.99) 2004 Interest Charge $6.99 2004 Tax Payment: Whole 1 ($699.34) 2004 Tax Amount $099.34 2003 Tax Payment: Second Half ($389.24) 2003 Tax Payment: First Half ($389.24) 2003 Tax Amount $778.48 2002 Tax Payment: Whole ($733.50) 2002 Interest Payment L ($14.07) 2002 Interest Charge 814.57 2002 Tax Amount $733.61211 2001 Interest Charge $21.89 2001 Tax Payment: Whole �. ($729.80) ($21.84 2001 Interest Payment 2001 Tax Amount 8729.80 2000 Interest Payment ($14.50) 2000 Interest Charge __$14.56 2000 Tax Payment: Whole ($728.08)] 2000 Tax Amount .....M $728.08 1999 Fee Charge $7.00 1999 Tax Sale Redemption ($796.34) 1999 Interest Payment ($9.95) 1999 Fee Payment ($7.00) 1999 Interest Charge $9.95 11 http://www.garcaact.com/assessor/Parcel:asp?AccountNumber.R023139 5/15/2009 Parcel Detail Page 5 of 5 1 I999 11 Tax Sale 11 $796.34 1999 Fee Payment ($17.00) 1999 Fee Payment ($4.00) 1999 Fee Charge $4.H 1999 Interest Payment ($50.72) 1999 Interest Charge $50,72 1999 Tax Payment: Whole ($724.62) 1999 Fee Charge $17.00 1999 Tax Amount $724.62 Mill Levy Revenues Detail Top ofPage Assessor Data base Searc.h_Dptions 1 Treasurer Database Search Options Clerk D Recorder Database Search Options Garfield County Home Page The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 - 2008 Good Turns Software. All Rights Reserved. Database 6 Web Design by Goad Turns Software. http://www,garcoact.com/assessor/Parcel.asp?AccountNumber=RD23139 5/15/2999