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HomeMy WebLinkAbout04371GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Permit 4 3 71 Assessor's Parcel No. it —iia- bfr0 k7 IThis does not constitute a building or use permit. PROPERTY owner's Nemec -An Kf�tOv5k�/hN^-a- 5 Present Address ��q WeSrhArt.� G SSrbe'l Phone System Location ?Lls1 Ot'ikKK)((eAkbJSe4t$f � 5 aci .-6cLC + 1 7 Legal Description of Assessor's Parcel No. V`•5 -140C1 R11,1710vk Rft p- SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) �n��� ,���/��}/®. g%r /6. 007 /©u�`t1.,, zctj Required Absorption Area - See Attached A/��.1� at, `"""i' / Special Setback Requirements: G ern Cam �5?P,�.L�..� ,7gere Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Cali for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area tee. *i'- /6 Zoo 7 /c /2 -od/ Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter g ents. Con - 2. This permit is valid only for connection to structures which by fully the Building and Zoning ed with fficezoning shaland autbomatit ally be a violation o a nebtion to or use f the h any dwelling or structures not approved requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage cddisposal f spystem it ina commits a manner ahs which Petty esfa Offense knowingnand materialfine variation from the terms or specifications contained in the app months in jail or both). *CONDITIONS: 25, Article 10 C.R.S. 1973, Revised 1964, White -APPLICANT Yellow -DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION q OWNER hO1�,S Ja"kOVSky ADDRESS ”q L)estac6,k Rc . Go)S PHONE 7516- — 5-6O CONTRACTOR Eue.Y4rCe h 00'15-41"%k C$ (d✓\ ADDRESS OD -45 ed L L'( G ur)51 Co ' k Q l PHONE 9415 — 0808 q�-o=ff Ct. 1609 5150 er t\ PERMIT REQUEST FOR ( ) NEW INSTALLATION ( ) ALTERATIONREPAIR 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: /661Near what City of Town G LC✓l�000I � Sio r� ✓ i S Sfize of Lot 'mac res. Legal Description or Address L c+ I-3- ri h q L_ 1 e5-'4 con k 541 ! Vi 5!Oh WASTES TYPE: i 4 DWELLING J ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER—DESCRIBE BUILDING OR SERVICE TYPE: Rei idendwal Number of Bedrooms 3 Number of Persons 1-11 20 Garbage Grinder (Q Automatic Washer (A Dishwasher SOURCE AND TYPE OF WATER SUPPLY: ( ) WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: Lies- 4,k L.'44 -e r 1'4 5-EeM DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: y' 4vi > 10 5 Was an effort made to connect to the Community System? 61 b 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: (x) SEPTIC TANK ( ) VAULT PRIVY ( ) PIT PRIVY AERATION PLANT ( ) VAULT COMPOSTING TOILET ( ) RECYCLING, POTABLE USE INCINERATION TOILET ( ) RECYCLING, OTHER USE CHEMICAL TOILET( ) OTHER -DESCRIBE _ FINAL DISPOSAL BY: ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION UNDERGROUND DISPERSAL ( ) SAND FILTER ABOVE GROUND DISPERSAL ( ) WASTEWATER POND OTHER -DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? no 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 hest 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 � �`\ CR Date 9 h o/ O 3 PLEASE DRAW AN ACCU M O YOUR PROPERTY!! 3 COUNTY Or'2 -ELD - BUILDING DEPARTMENT CORktt;TION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 08779444,ten , A ,r,<tr Permit No. i/ 7/ I have this day inspected this structure and these premises and found the following corrections needed: 17/77,7„4:1,0 422,..e2/ 44- 64e-e,r.2-7/ A -c, ,ez44,n0,„t 7/1,4 d7,76-er eye:a-pv-77 nan,7€4. You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 20 2 Building Inspe vt. „fie' >-7,7> Phone (97C„ r '47 PO Box2844 Glenwood Springs,C081602 Ph 9706183033 Fax 303-216-2796 October 12, 2007 Tom Jankovsky 899 Westbank Road Glenwood Springs, CO 81601 Project No. 1404 Subsurface Evaluation and Repair Onsite Wastewater System Design, 4 -Bedroom Residence Jankovsky 899 Westbank Road Garfield County, Colorado Toni, ALL SERVICE septic, LLC performed a subsurface evaluation 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. SITE CONDITIONS A single-family residence presently exists, and utilizes an OWS at the subject property. The current drain field is experiencing problems. The existing drain field may be utilized in the future, although must be allowed to rest for a minimum of two years. The proposed drain field area slopes 7-10% to the northeast, and vegetation consists of a moderate cover of grasses. Water is provided by the local community water district. There is an irrigation ditch located north of the proposed drain field area. The existing sewer line into the septic tank is cast iron and should be observed to determine if replacement or repair is needed. SUBSURFACE The subsurface was investigated by evaluating the percolation pits dug to the northwest of the residence. The materials encountered in pits consisted of a 6 -inch root zone, underlain by sandy clay to 2.5 feet, underlain by sand with gravel and cobbles to the maximum depth observed of 4 feet. Groundwater or bedrock was not encountered. During construction, an 8 -foot profile pit is required to confirm subsurface conditions. A collective sample was obtained from the pits and a gradation analysis was performed to obtain an LTAR to use in the drain field sizing. An LTAR of 0.72 will be used to design the drain field. Onsite Wastewater Systems Page 2 DESIGN SPECIFICATIONS The OWS design is based on 4 -bedrooms and an average sewage load of' 600 GPD. The installation must include the existing 1000 -gallon, septic tank followed by a 500 -gallon septic tank with an effluent filter. As an alternative, a new 1250 -gallon, two-compartment septic tank with an effluent filter may be installed to accommodate the residence. Tank alternatives may be considered. Four graveness chamber trenches, using `Quick -4' InfiltratorT"' chambers, must be installed as indicated. Each trench must have 1 row of 16 chambers, for a total of 632 square feet (SF) of infiltrative area. A concrete distribution box with a baffle must be installed. 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 SER VtCF septic, LLC Timothy R. Petz 3 copies 4 PUMP HOUSE 0 Lato )\§ § ce k7 <0 -'1513.6,4&s44 • \{ PRO. NO. 1404 u 0 E • 1!! -2Z 2§[ woo 0 E ET) 7 \ R m ƒ \ / f\o \ on wK/ $coq /$E 1-- 0o COLO LJ LL R k EE / se 0 C \\\ k §a� PUMP HOUSE }\ HaLIO ,10 .„4/ di" Clj \0(13w 11 ` $§ §2 ow §( )� 2U- 2M )} DO §e \ CVk n_ 0 E ) « \/ §2 \\j 0 \ D R z \ Q00 �z zj F— o $\g \$E \\$ DESIGN 4 -BEDROOM RESIDENCE LOADING = q = 600 GALLONS PER DAY LTAR = .72 GALS I SF / DAY CALCULATED AREA = ((1.5 X q) / .72) = 1250 SF PROPOSED AREA = 1250 SF X 50% REDUCTION = 625 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBERS LENGTH OF 'QUICK -4' TRENCHES = 64 FEET = 16 CHAMBERS TOTAL NUMBER OF 'QUICK -4' CHAMBERS = 64 TOTAL INFILTRATIVE AREA = 632 SF FOUR TOTAL TRENCHES DRAIN FIELD CROSS SECTION -TYP. T 3.5' MA l r - 4' PVC OBERVATION PIPE GRAVELLESS CHAMBER (4' x 3) 2.0' MIN LIMIT OF EXCAVATION '-+6' MIN -m y SCARIFY SURFACE FINISHED GRADE SEWER LRE - 4 4' SCHEDULE 40 P.VC. SLIP -DN PVC C P DO NOT GUS EFH DENT LE 40 WIRE INC - 4• SCHEDU D 4 SER \ 3 P.V.C. ED GRIPER TRACER WIRE MY DE INSTALLED FUTURE TR ELATE LITE IN G i SWEEP / 2 WAY CLEANOUT DETAILS (N.T.S) TYPICAL INFILTRATOR(R) QUICK4(TM) CUT SHEET 5 48" (EFFECTIVE LENGTH) 34" CONCRETE /DISTRIBUTION BOX WITH BAFFLE PVC PIPE TO ADDITIONAL TRENCH PLAN VIEW -TYP. GRAVELLESS CHAMBER 'QUICK -4' 0 D 3 FEET OBSERVATION PIPE 16 CHAMBERS PER TRENCH 0 l 6 FEET MIN 0 PROJECT NO, 1404 FIGURE 3 l el CD ti W 0Y CO la 7 Q 0 } CO1 1 8. ¢ Z• W = N I = v ruZ n v) alg is.< v Took Adapter (cost or bolted) c 0 0 orsi o Standard Effluent 0 0 CO 0 0 CO Buissed 0 CO 0 N 0 0 Diameter of Particles in Millimete Gravel - 32% Project No. 1404 PO Box 2844 Glenwood Springs,C081602 �� " ' Phg70418-5033 Fax303.216-2796 November 16, 2007 Tom Jankovsky 899 Westbank Road Glenwood Springs, CO 81601 Installation Observation, Existing Residence 899 Westbank Road Garfield County, Colorado 0 3 2007 Project No. 1404 Mr. Jankovsky, ALL SERVICE septic, LLC performed an installation observation on November 13th, 2007 for the subject property. The installation included the existing 1250 -gallon, three -compartment precast concrete septic tank with the addition of an effluent filter, followed by 3 rows of 11 Bio-Difuser chambers, for a total of 33 chambers, equaling 512 SF of drain field. Effluent is distributed with a concrete distribution box. The OWS was 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 S ' E septic, LLC Timothy R. Petz 2 copies sent Copy sent to Garfield County '8476W(%* • • ,•• a•.• <=s • • t•krcs?,•, I , I • • • .1 , •I • , •.• • 1. , • Septic tank with effluent filter Distributionbox with chamber trenches. Pro No. 1404 Parcel Detail Page 1 of 4 • Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search 1 Assessor Subset Query 1 Assessor Sales Search clerk &Recorder Reception $pArch Basic Buildina Characteristics 1 Tax Information Parcel Detail 1 Value Detail 1 Sales Detail 1 Residential/Commercial Improvement Detail Land Detail 1 Photographs Tax Area Account Number Parcel Number Mill Levy 008 R080457 21853530 0 7 63.456 Owner Name and Mailing Address JANKOVSKY, THOMAS C & NANCY T 899 WESTBANK RD GLENWOOD SPGS, CO 81601 Legal Description SECT,TWN,RNG:35-6-89 SUB:'WES1BANK RANCH SUB. #1 LOT:17 BK:0497 PG:0075 BK:1843 PG:270 RECPT:707016 BK:1807 PG:3 RECPT:699320 BK:0769 PG:0301 Location Physical Address: 899 WESTBANK RD GLENWOOD SPRINGS Subdivision: WESTBANK RANCH SUB. #1 Land Acres: 1.61 Land Sq Ft: 0 Section Township Range 35 6 89 Property Tax Valuation Information http://www.garcoact.com/assessor/Parcel.asp?AccountNumber=R080457 9/24/2007 Parcel Detail Page 2 of 4 Sale Date: Sale Price: 9/15/2006 485,000 Basic Building Characteristics Number of Residential Actual Value Assessed Value Land: 146,000 11,620 Improvements: 310,790 24,740 Total: 456,790 36,360 Sale Date: Sale Price: 9/15/2006 485,000 Basic Building Characteristics Number of Residential Residential Building Occurrence 1 Characteristics Buildings: 1 Number of Comm/Ind ABSTRACT CODE: Buildings: 0 Tax Year 2006 Tax Information Transaction Type Tax Payment: Second Half Amount ($766.54) http://www.garcoact.com/assessor/Parcel.asp?AccountNumber=R080457 9/24/2007 Residential Building Occurrence 1 Characteristics TOTAL HEATED AREA: 2,744 ABSTRACT CODE: SINGLE FAM.RES- IMPROVEMTS ARCHITECTURAL STYLE: BI LEVEL EXTERIOR WALL: WD SIDING ROOF COVER: CEDAR SHAK ROOF STRUCTURE: GABLE INTERIOR WALL: DRYWALL FLOOR: CARPET FLOOR: SHT VINYL HEATING FUEL: ELECTRIC HEATING TYPE: ELEC BS BD STORIES: STORIES 1.0 BATHS: 2.75 ROOMS: 7 UNITS: 1 BEDROOMS: 3 YEAR BUILT: 1978 Tax Year 2006 Tax Information Transaction Type Tax Payment: Second Half Amount ($766.54) http://www.garcoact.com/assessor/Parcel.asp?AccountNumber=R080457 9/24/2007 Parcel Detail Page 3 of 4 2006 Tax Payment: First Half ($766.54) 2006 Senior Tax Exemption ($505.12) 2006 Tax Amount $2,038.20 2005 Tax Payment: Second Half ($1,019.84) 2005 Tax Payment: First Half ($1,01.9.84) 2005 Tax Amount $2,039.68 2004 Tax Payment: Second Half ($1,079.52) 2004 Tax Payment: First Half ($1,079.52) 2004 Tax Amount $2,159.04 2003 Tax Payment: Second Half ($952.25) 2003 Tax Payment: First Half ($952.25) 2003 Tax Amount $1,904.50 2002 Tax Payment: Second Half ($667.00) 2002 Tax Payment: First Half ($667.00) 2002 Tax Amount $1,896.48 2002 Senior Tax Exemption ($562.48) 2001 Tax Payment: Second Half ($954.42) 2001 Tax Payment: First Half ($954.42) 2001 Tax Amount $1,908.84 2000 Tax Payment: Second Half ($963.45) 2000 Tax Payment: First Half ($963.45) 2000 Tax Amount $1,926.90 1999 Tax Payment: Second Half ($888.59) 1999 Tax Payment: First Half ($888.59) 1999 Tax Amount $1,777.18 TP.p_PI Page Assessor Database Search Options TrcasurerDatabase 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. http://www.garcoact.com/assessor/Parcel.asp?AccountNumber=R080457 9/24/2007