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HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's Name / c 414 Pres Address OZ3.(1 System Location 3b0r, Alm Legal Description of Assessor's Parcel No. Z ✓ / ✓ -- /Oz SYSTEM DESIGN ,4p7 �p-Jos774"& /e 60 Septic Tank Capacity (gallon) ,4)2/ 23/5. Other Ae Permit 4 2 91 Assessor's Parcel No. This does not constitute a building or use permit. IltrpCfiIe hone 9 .5W) taA Percolation Rate (minutes/inch) Number of Bedrooms (or other) Ss 71/ 54Q, FF /4✓ 771ff116-11-74-- 7Z Required Absorption Area - See Attached Special Setback Requirements: Date 4 N/o Inspector ,Q L G 5" ✓/C,t -size/1c_ FINAL SYSTEM INSPECTION AND APPROVAL (as installed) CaII for Inspection (24 hours notice) Before Covering Installation System Installer#.5". �J ,,/ Septic Tank Capacity �i %f/5ZW / Z+ ' + //EGO GO / A 'o GAS , Septic Tank Manufacturer or Trade Name CO� I44"0 C©,t/c,c7 Septic Tank Access withinit8"8"of surface ,)47 / '/ �j , / ��j� L/ Absorption Area �I��.S//N6 / 6 sq. f� N6&) 7L4.. , f 7 /4 //5 f "C/1 Absorption Area Type and/or Manufacturer or Trade Name .30 44 t / Z /it Q 4 I//P Adequate compliance with County and State regulations/requirements Other /„ LS /,4A✓k Z ZS '6,44 /mol 54), F/, 7 /o z c 4 )//0 /o Date 4 ' / Inspector BGG ,sr/WC/ 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 ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER 1(ai. Ji 4 3e,nni7er- 3j3+6 ADDRESSIO CJS 'irl / drt lir PHONE 9y5:-S63`D CONTRACTOR Sot Mu' (,J ood w 4,16 1s.(. ADDRESS PO Box /5,Z y 6(X C6 6/bok PHONE 5M" /CK3 fec,, see erbead,i,V1 cl°ex�s a sJt -- PERMIT REQUEST FOR ( ) /NEW INSTALLATION ( ) ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: Near what City.of Town 61evlwo►cJ 512/.',8.s Co Size of Lot 3s2 -S 9yer Legal Description or Address ,i3 y S,r. � A-6( r . G G/ S, (.p pool WASTES TYPE: 9.0 DWELLING ( ) COMMERCIAL OR INDUSTRIAL ( ) OTHER —DESCRIBE ( ( ) TRANSIENT USE ) NON-DOMESTIC WASTES BUILDING OR SERVICE TYPE: 44,.uryq -‘,(5\,, \ Number of Bedrooms 3 fu// ,2 44./$ 4411~ Number of Persons ( Garbage Grinder 9Q Automatic Washer (dishwasher SOURCE AND TYPE OF WATER SUPPLY: ( ) WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: 0113 ,W 4 -5'rjL— DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Was an effort made to connect to the Community System? A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System (septic tank & disposal field) 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 Percent Ground Slope 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (4' SEPTIC TANK ( ) VAULT PRIVY ( ) PIT PRIVY ( ) CHEMICAL TOILET( ) OTHER -DESCRIBE ( ) AERATION PLANT ( ) VAULT ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE FINAL DISPOSAL BY: ()() ABSORPTION TRENCH, BED OR PIT ( ) UNDERGROUND DISPERSAL ( ( ) ABOVE GROUND DISPERSAL ) OTHER -DESCRIBE ( ) EVAPOTRANSPIRATION ( ) SAND FILTER ( ) WASTEWATER POND WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes per inch in hole No. 1 Minutes per inch in hole No. 3 Minutes per inch in hole No. 2 Minutes per inch in hole No. Name, address and telephone of RPE who made soil absorption tests: Name, address and telephone of RPE responsible for design of the system: 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 Date 74.-c. / G old PLEASE DRAW AN\\ACetitti-`I MAP TO YOUR PROPERTY!! 3 LL RI& PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 RECEIVED April 15, 2009 Project No. 1567 APR 2 3 2_005 GARFIELD COUNTY BUILDING & PLANNING Jennifer Tuggle 234 Springridge Drive Glenwood Springs, CO 81601 Installation Observation, Existing Residence 234 Springridge Drive Garfield County, Colorado Mrs. Tuggle, ALL SERVICE septic, LLC performed an installation observation on April 10th 2009 for the subject property. The installation included the existing 1250 -gallon septic tank with risers brought to grade, followed by one 1000 -gallon, two-compartment precast concrete septic tank with an effluent filter. The drain field consists of two existing trenches followed by four new gravelless chambers trenches, with each new trench having 18 `Quick -4' chambers, for a total overall area of 1007 SF. Effluent is distributed with a concrete distribution box and a diverter valve. 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, attn: Jim Wallis 10136 3 PO Box 2844 Glenwood Springs, CO 81602 Ph 970.618.5033 Fax 303.216.2796 RECEIVED APR :I 0 2009 GARFIELD COUNTY BUILDING & PLANNING February 15, 2009 Project No. 1567 Jennifer and Randy Tuggle 234 Spring Ridge Drive Glenwood Springs, CO 81601 Onsite Wastewater System Design, Existing Residence 234 Spring Ridge Drive Garfield County, Colorado Jennifer and Randy, ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater system (OWS) design for the subject residence. The property is located outside of Glenwood Springs, Colorado, in an area where OWS are necessary. The residence is served by the local water district. SITE CONDITIONS A single-family residence presently exists and is utilizing an OWS. The residence may be remodeled to a 7 -bedroom residence. There is an existing drain field that will be incorporated into the proposed OWS. The existing and proposed drain field area is at the base of a steep fill slope. The slope at the proposed drain field is approximately 10% to the northeast, and vegetation consists of a moderate cover of grasses. SUBSURFACE The subsurface was investigated by SGM, project 2008-461.001, dated November 11th 2008. The materials indicated by SGM consisted of silty clay to 8 feet. Groundwater or bedrock was not reported. Percolation holes were dug, in the area of the proposed drain field. Percolation rates were 40 minutes per inch (MPI). A 40 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 7 -bedrooms and an average sewage load of 1050 GPD. The installation must include the existing 1250 -gallon, two-compartment, concrete septic tank to be followed by a 1000 -gallon, two-compartment concrete septic tank with an effluent filter. The existing septic tank has been buried. The existing septic tank must be brought to grade with concrete risers. Two gravelless-chamber trenches exist having approximately (No county records were available. This is based on field observations and conversations with client and excavator) 15 `Quick -4' chambers each. Four additional rows of 18 `Quick -4' chambers each must be installed. The total number of OWS Design Project No. 1567 2/15/09 Page 2 chambers will be 102, equaling a total infiltrative area of 1007 SF. A distribution box, with flow levelers must be installed to distribute and regulate effluent. 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. OWS Design Project No. 1567 2/15/09 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 septic, LLC Reviewed By: Timothy R. Petz Richard H. 3 copies SITE PLAN, LOCATION OF EXISTING OWS AND PROPOSED OWS UPGRADE I • ♦♦ / N. • ♦♦ 3.5 ACRES / APPROX ♦♦ / (NO WELL, COMM WATER) / 1 I 1 1 I 1 1 NEW 1000 -GALLON, TWO-COMPARTMENT PRECAST CONCRETE (OR PLASTIC FRALO (TM) OR OTHER APPROVED) WITH EFFLUENT FILTER ON OUTLET. RISERS TO GRADE. ♦♦ • .1J��tI 0' 15' JO' 45' O. SCALE: 1" = 60' THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. DIVERTER VALVE TO ACCESS NEW \AND OLD SECTIONS 0\F DRAIN FIELDS. EXISTING RESIDENCE EXISTING SEWER PIPE TO TANK PROPER~ NE DISTRIBUTION`♦ 1 BOX • 1 '4" SDR 35 PVC • • • i 1♦ a • • 1 i • i8• • •i •• • • • • • • • i c c • • N • EXISTING TRENCHES HAVE APPROXIMATELY 18 CHAMBERS EACH. EXISTING 1250 -GALLON, TWO-COMPARTMENT SEPTIC TANK. THE / TANK HAS BEEN PARTIALLY BURIED BY FILL. BOTH COMPARTMENTS OF THE SEPTIC TANK MUST HAVE RISERS TO GRADE AND MUST BE ACCESSIBLE FOR MAINTENANCE AND PUMPING. NO COUNTY RECORDS ON EXISTING OWS. 234 SPRINGRIDGE DRIVE TUGGLE RESIDENCE GARFIELD COUNTY, COLORADO ALL SERVICE SEPTIC, LLC PO Box 2844, Glenwood Springs, CO 81602 970-618-5033 PRO NO. 1567 FIGURE 1 Percolation Report Prepared By SGM Engineers and Surveyors— November 11th 2008, Project No 2008-461.001 Sc Gordon Meyer TABLE 1 - PE Job Address 234 Spring Ridge Drive Job County, Colorado Garfield County 'e 0-1 1-8 organic layer Test Results silty clay consistent ,reddish brown , NO GROUNDWATER WAS ENCORED WITHIN EXCAVATION Warlft SNMItte,trANOE111 MEM 3:50 4.00 4.00 5.00 5.50 5.50 6.25 6.25'' - 6.75 6/5.; ` 7.25 20 20 20 20 20 20 0.50 1.00 0.50 0.75 0.50 0.50 40 20 40 27 40 40 PLOTS 40 ' H2O @ N/A 20 20 20 20 20 20 3.25 4.50 6.00;, 7.00 7.75 8.50 4.50 6.00 7.00 7.75 8.50 9.00 1.25 1.50 1.00 0.75 0.75 0.50 16 13 20 27 27 40 1120 @ N/A Job No. 2008-461.001 20 20 20 20 20 20 3.50 4.25 4.75 5.50 6.00 6.50 4.25 4.75 5.50 6.00 6.50 7.00 0.75 0.50 0.75 0.50 0.50 0.50 27 40 27 40 40 40 40 1 MPI -