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HomeMy WebLinkAbout04347a---10704 is cc3m9, GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 4 3 4 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Assessor's Parcel No. This does not constitute a building or use permit. PROPERTY r 9 p Y� i�[ (� (��1� �j Owner's Name MIM%- bon t ` � Present Address O 4`'3 C r 1 V+ ! 60)5 Phone -` `S- " WI - System Location o` fe, C t t UTn-GW`(��r� (�, c,�_` j(.�� 9r� Legal Description of Assessor's Parcel No. t r tLIY `�'1 Q`^� Vx\ . k,3k �' k v`^t'� La 2\�t5- 2,1Q-aa-o\c SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) 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 %� �� �jQ'/ Date e/—/— 7 Inspector 4t ti �'t^'�^ t 4 112 /k 6b7s- . - 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 OWNER INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION ADDRESS''ci 16 '�' C,f? l6 % - cv`3 CONTRACTOR ,Qa t. c./P t P r r ADDRESS 04e1 PHONE %s' -6"!O 7 PERMIT REQUEST FOR e. NEW INSTALLATION PHONE ( ) ALTERATION (k) 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 Legal Description or Address pG63 Cr Lt1 ' Q Lo WASTES TYPE: Size of Lot /c (j DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER—DESCRIBE BUILDING OR SERVICE TYPE: Number of Bedrooms 17(649 2 > Number of Persons (X) Dishwasher ( ) SPRING ( ) Garbage Grinder ((Automatic Washer SOURCE AND TYPE OF WATER SUPPLY: ( ) WELL If supplied by Community Water, give name of supplier: a '- EL*_ 3 DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Was an effort made to connect to the Community System? A site ' lan is re . uired to be submitted that indicates the followin MINIMUM distances: ( ) STREAM OR CREEK Leach Field to Well: Septic Tank to Well: Leach Field to Irrigation Ditches, Stream or Water Course: 100 feet 50 feet 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 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: SEPTIC TANK ( ) AERATION PLANT ( ) VAULT VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE CHEMICAL TOILET( ) OTHER -DESCRIBE FINAL DISPOSAL BY: ABSORPTION TRENCH, BED OR PIT UNDERGROUND DISPERSAL ABOVE GROUND DISPERSAL OTHER -DESCRIBE , y [6 -vele 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 completenessof 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 S� a-oe "] PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY 3 0 0 0 0, 0 00 N 0 0 0 ct w P >t 1- -o • o • H 0 a a o cd• U VC ice+ 3 E Tc z 40 ct .d 0 0.� to a 01 00 a >, O bEo (/) 0 0 od y s o 0O U U 'Y O .. 0 0 ti " w ti 71 o d) 1003 N U U ▪ W o r -i ti 0 0 4) P 0 County Road (Note the Road Number and Name) 01wpdocs\pIotIoc PO 8ox 2844 Glenwood Springs,C0 81602 Ph 970.6183033 Fax 303.2162796 August 6, 2007 Project No. 1370 Don Miller 0963 Midland Avenue Glenwood Springs, CO 81601 Repair Onsite Wastewater System Design, Existing Residence 0963 Midland Avenue Garfield County, Colorado Don, ALL SERVICE septic, LLC prepared a repair 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 City of Glenwood Springs provides water to the residence. SITE CONDITIONS A 3 -bedroom single-family residence exists on the subject site. The residence is served by an OWS, which is experiencing problems. The proposed drain field area is relatively flat. SUBSURFACE The subsurface was investigated by evaluating a recent excavation in the area of the proposed drywell. The materials observed consist clayey sand, with sparse angular cobbles. Groundwater or bedrock was not encountered. Subsurface conditions must be confirmed by our firm during the construction of the drywell. An LTAR of 0.95 gals/day will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 3 -bedrooms and an average sewage load of 450 GPD. The installation must include a 1000 -gallon, two-compartment, precast concrete septic tank, with an effluent filter. The tank may be up-sized, and other tank alternatives will be considered. One `drywell' must be constructed as indicated on plans. The drywell must be 10 -ft by 10 -ft, and must be 10 feet deep. Five- foot diameter perforated concrete rings must be placed the entire depth of the drywell. Onsite Wastewater Systems Page 2 Construction must be according to the county ISDS regulations, the septic permit provided by Garfield County Environmental Health Department, 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. 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 septic, LLC Reviewed B Timothy R. Petz - C l Se- 5 031 3 copies DRYWELL DRAIN FIELD SPECIFICATIONS SWALE OR BERM TO DIVERT PLAN VIEW SURFACE RUNOFF ..------ °. 4 4 4" PVC INLET LINE I FROM SEPTIC-- '� TANK CROSS SECTION NATURAL GRADE INLET FROM' SEPTIC TANK EXTENT OF EXCAVATION 10' a .77 10' SLOPE FOR DRAINAGE P 4. 10' DISPERSAL GRAVEL SHOULD BE 1/2" TO21/2" SIDES OF EXCAVATION OBSERVATION PIPE WITH PVC CAP CONCRETE LID WITH MANHOLE COVER BERM OR SWALE 10' GEO-FABRIC DISPERSAL GRAVEL SLOTTED PVC OBS. PIPE TO EXTEND TO BOTTOM OF DRYWELL 5 FOOT DIAMETER CONCRETE PERFORATED RINGS CALCULATIONS 3 -BEDROOMS @ 150 GALS/PER/DAY EACH =2450 GPD LOADING = q = 450 GALLONS PER DAY (GPD) APPLICATION RATE = .95 GPD/SF AREA = (q X 1.5)10.95 = 711 SF REDUCTION 30%=497 PROPOSED AREA = 500 SF AREA = BOTTOM AREA = 10 X 10 = 100 SF SIDE AREA = 10 X 10 = 100 (X4) = 400 SF TOTAL AREA = 500 SF PROPOSED DISPERSAL GRAVEL SHOULD BE 1/2" TO 2 1/2" REVEGETATE DRAIN FIELD SURFACE PROJECT NO. 1370 FIGURE 2 4 4. 1 4 . . . q o - 4 — "e = F 4— N. 10' GEO-FABRIC DISPERSAL GRAVEL SLOTTED PVC OBS. PIPE TO EXTEND TO BOTTOM OF DRYWELL 5 FOOT DIAMETER CONCRETE PERFORATED RINGS CALCULATIONS 3 -BEDROOMS @ 150 GALS/PER/DAY EACH =2450 GPD LOADING = q = 450 GALLONS PER DAY (GPD) APPLICATION RATE = .95 GPD/SF AREA = (q X 1.5)10.95 = 711 SF REDUCTION 30%=497 PROPOSED AREA = 500 SF AREA = BOTTOM AREA = 10 X 10 = 100 SF SIDE AREA = 10 X 10 = 100 (X4) = 400 SF TOTAL AREA = 500 SF PROPOSED DISPERSAL GRAVEL SHOULD BE 1/2" TO 2 1/2" REVEGETATE DRAIN FIELD SURFACE PROJECT NO. 1370 FIGURE 2 SITE PLAN AND LOCATION OF PROPOSED OWS 1000 -GALLON (MIN) TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH EFFLUENT FILTER ON THE OUTLET. AS AN UPGRADE A 1500 -GALLON, TWO-COMPARTMENT CONCRETE TANK MAY BE INSTALLED. ABANDON EXISTING DRYWELL AND 1 SEPTIC TANK\, 4"SCHED40PVC EFFLUENT LINE A SCALE 1"=30' NORTH �y0 RE -DIRECT SEWER LINE TO PROPOSED SEPTIC TANK INSTALL CLEANOUT THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUN TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. OBSERVATION PIPE 10' X 10' X 10' DRYWELL WITH 5' DIAM. PERFORATED CONCRETE RINGS TOTAL AREA = 500 SF 0.1 10' MIN SETBACK TO PROPERTY LINE • ® THE RESIDENCE IS SERVED BY CITY WATER 0963 MIDLAND AVENUE GARLFIELD COUNTY, COLORADO MILLER RESIDENCE ALL SERVICE SEPTIC, LLC 970-618-5033 PRO. NO. 1370 FIGURE I 1 a) -a--e w co -c Y c ca U 0) C/) c U) asE t Q E O U 1 N c c O Tti V 0 M PROJECT NO M tO - U_ Mdcn N sco N c 0•sO d� N 0 11/10/2007 05:12 3032162796 PETZ ALL SENICE ALL SERVICE septic, LLC Timothy R. Petz PO Box 2844, Glenwood Springs, CO 81602 Ph- 970-618-5033 Fax 303-216-2796 tpetz1©comcastnet Cflb38 --s ukflb CD -1-1C, f -k NI A LET-CE_R PAGE 01 NOV i 8 2007 11/10/2007 05:12 3032162796 fill SENYIC .!int POIa2144 wha.00d S g4W$1101 PM 1704185011 Fox 30141427% November 1, 2007 Don Miller 0963 Midland Avenue Glenwood Springs, CO 81601 Installation Observation 0963 Midland Avenue Garfield County, Colorado PETZ PAGE 02 Onsite Wastewater Systems Project No. 1370 Mr. Miller, ALL SERVICE septic, LLC performed an installation observation on August 15, 2007 and August 22 2007 for the subject property. The installation included a 1250 -gallon, two-compartment precast concrete septic tank followed by a 10' x 10' x 10' deep drywell with five-foot diameter perforated concrete rings. An observation pipe was installed at the drywell. The OWS was installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. AIL SERVICE septic, LLC should be notified if changes are made to the OWS. 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. New Septic Tank 11/10/2007 05:12 3032162796 PETZ PAGE 03 Onsite Wastewater Systems LIMITS: Results are based on field investigations and data provided by the client. If soil, or any other conditions, encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified Please call with questions. Sincerely, ALL SERVICE septic, LLC Timothy R. 3 copies Reviewed By: Parcel Detail • Garfield County Assessor/Treasurer Parcel Detail Information Page 1 of 4 Assessor/Treasurer Property Search 1 •Assessor Subset Query 1 Assessor Sales Search Clet 84 Recorder Reception Search Basic BuildCharacteristics 1 Tax InfOrMatiOn Parcel Detail Value Detail 1 Sales Detail 1 Residential/Commercial Improvement Detail Land Detail 1Photograph Tax Area Account Number Parcel Number Mill Levy 008 R080789 218521402016 63.456 Owner Name and Mailing Address MILLER, DONALD G. 963 COUNTY ROAD 117 GLENWOOD SPGS, CO 81601-4002 Legal Description SECT,TWN,RNG:21-6-89 SUB:MIDLAND GRADE SUB. LOT:11 & DESC: PART OF LOT 10 PRE:R080190 BK:0479 PG:0602 BK:0761 PG:0381 BK:0759 PG:0682 BK:0736 PG:0637 BK:0525 PG:0750 Location Physical Address: 963 117 COUNTY RD GLENWOOD SPRINGS Subdivision: MIDLAND GRADE SUB. Land Acres: 0 Land Sq Ft: 40,511 Range Section Township 21 6 89 Property Tax Valuation Information http://www.garcoact.com/assessor/Parcel.asp?AccountNumber=R080789 8/10/2007 Parcel Detail Page 2 of 4 Sale Date: Sale Price: Basic Building Characteristics Number of Residential Actual Value Assessed Value Land: 144,000 11,460 Improvements: 291,530 23,210 Total: 435,530 34,670 Sale Date: Sale Price: Basic Building Characteristics Number of Residential 1 Buildings: TOTAL HEATED AREA: Number of Comm/Ind ABSTRACT CODE: Buildings: 0 Tax Year Tax Information Transaction Type Amount http://www.garcoact.com/assessor/Parcel.asp7AccountNumber=R080789 8/10/2007 Residential Building Occurrence 1 Characteristics TOTAL HEATED AREA: 3,070 ABSTRACT CODE: SINGLE FAM.RES- IMPROVEMTS ARCHITECTURAL STYLE: 1-STRY/BSM EXTERIOR WALL: WD SIDING EXTERIOR WALL: LOG SLATS ROOF COVER: COMP SHNGL ROOF STRUCTURE: GABLE INTERIOR WALL: CUST PANEL FLOOR: CARPET FLOOR: SHT VINYL HEATING FUEL: GAS HEATING TYPE: FORCED AIR STORIES: STORIES 1 0 BATHS: 1.5 ROOMS: 7 UNITS: 1 BEDROOMS: 3 YEAR BUILT: 1949 Tax Year Tax Information Transaction Type Amount http://www.garcoact.com/assessor/Parcel.asp7AccountNumber=R080789 8/10/2007 Parcel Detail Page 3 of 4 2006 Tax Payment: Whole ($1,255.80) 2006 Senior Tax Exemption ($505.12) 2006 Tax Amount $1,760.92 2005 Tax Payment: Second Half ($881.09) 2005 Tax Payment: First Half ($881.09) 2005 Tax Amount $1,762.18 2004 Tax Payment: Second Half ($909.19) 2004 Tax Payment: First Half ($909.19) 2004 Tax Amount $1,818.38 2003 Tax Payment: Whole ($1,604.02) 2003 Tax Amount $1,604.02 2002 Tax Payment: Second Half ($604.30) 2002 Tax Payment: First Half ($604.30) 2002 Senior Tax Exemption ($562.48) 2002 Tax Amount $1,771.08 2001 Tax Payment: Second Half ($891..31) Tax Payment: First Half ($891.31) 2001 2001 Tax Amount $1,782.62 2000 Tax Payment: Second Half ($926.15) 2000 Tax Payment: First Half ($926.15) 2000 Tax Amount $1,852.30 1999 Tax Payment: Second Half ($812.74) 1999 Tax Payment: First Half ($812.74) 1999 Tax Amount ........_..__ $1,625.48 Top of. Page Assessor_ Database Search Options I Treasurer Database Search Options Clerk & 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 - 2006 Good Turns Software. All Rights Reserved. http://www.garcoact.com/assessor/Parcel.asp?AccountNumber=R080789 8/10/2007