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HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT BP - 108 p 908 Eighth Street, Suite 401 4520 Glenwood Springs, Colorado 81601 Permit Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Assessor's Parcel No. This does not constitute a building or use permit. PROPERTY � � Owner's Name �' t1 e 11ar k t s�Present Address \D-4,1 18A-4 -V, .w1c System Location 5WVCA rci - L4 - Phone (as ---s-545 Legal Description of Assessor's Parcel No. Or't\m (jtC\r\ 1Y t Lev jJ O CA- 1TB SYSTEM DESIGN - 00 -0 19 60 Septic Tank Capacity (gallon) Other / Q Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date /�— L — 0Se Inspector ,vcr17: ? L /� 44--,,R�Y) FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation ��� �y System Installer r��//[f /�,+�I� � A(' /�I �I� ��C V%G/t Septic Tank Capacity / 2�r© Septic Tank Manufacturer or Trade Name �J ©ac ' L4VD C C/? 1 E Septic Tank Access within 8" of surface % -5Q. Absorption Area Absorption Area Type and/or Manufacturer or Trade Name /6) 69 a/0/5' 4 4 /1//e9 Adequate compliance with County and State regulations/requirements Other Date // Z5 QS Inspector At - IxY/c-fi: 57 77 — 4-476, !-, fZ- 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.Q0 fine - 6 months in jail or both). White -APPLICANT Yellow - DEPARTMENT GARFIELD COUNTY SEPTIC PERMIT APPLICATION 108 8ie Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-82121 Fax: 970-384-34701 Inspection Line: 970-384-5003 www.Rnrfield-countv.co n 1 Parcel No: Misinformation is available at the assessors office 970-N5-9134) "2-1 7--1 35 I O C)c r7 2 Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Narne & City) or and legal description T Fav Slj N M Eiz FA- LLS E1—D Si LT, C 0 1 Ip 52_ 3 Lol Size: Lot No: Block No: Subd./ Exemption: ID PCf - MOOT 13 ANTLERS (..* ttA?D/ 1 s _ Y FXEMfT1 ON 4 Owner: (property owner) (`t -kr i ES gI , iiSSSIC.A tER E L Mailing Address 14.J'S1 Rif le, Co 1(0-7-k) Ph: (970(aiz'; 5.5-45 Alt Ph: 076)34)(p ' 2JX 3 5 Contractor: CAN N Mailing Address S)V tE Ph: SAM E Alt Ph: IVle 6 Engineer: Mailing Address Ph: Alt Ph: 7 PERMIT REQUEST FOR: N New Installation ( ) Alteration (} Repair 8 WASTE TYPE: ('C)Dwerling ( }Transient Use ( }Commercial or industrial ( )Non- Domestic wastes ( }Other - Describe 9 BUILDING OR SERVICE TYPE: 12 E i D -=tv C C Number of bedrooms 3 Garbage Grinder (()Yes { }No 10 SOURCE & TYPE OF WATER SUPPLY: ()()WELL ()SPRING ( }STREAM OR CREEK ( )CISTERN If supplied by COMMUNITY WATER, give name of supplier: I1 DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Was an effort made to connect to the Community System? -, A ryl IJf S N 1] YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN 12 GROUND CONDITIONS: Depth to 16I Ground Water Table Percent Ground Slope 13 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED: xSeptic Tank { }Aeration Plant ( )Vaull ()Vault Privy ( }Composting Toilet ( )Recycling, Potable Use ( }Recycling, other use ( )Pit Privy ( )Incineration Toilet ( )Chemical Toilet ( )Ther- Describe 14 FINAL DISPOSAL BY: ( )Absorption trench. Bed or Pit ( )Underground ( )Wastewater pond ( )Other- Dispersal ( )Above Ground Dispersal ( )Evapotranspiration ( }Sand filler Describe 15 Will effluent be discharged directly into waters of the state? ( }YES NINO 16 PERCOLATION TEST RESULT: (to be completed by Registered Professional Engineer, ifthe Engineer does the Percoistion Test) Minutes 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 soil Name, address & telephone of RPE responsible absorption test: for design of the system: 17 Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional lest and reports as may be required by the local health department to be made and furnished by the applicant or by the local health deparimeni 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 le t. .. .. '.ed by law. ' ' '''- (X 71:i •le o ,0 . R IGNATURE DATE Permit Fee: Septic Permit 00: Building & PI APPROVAL STAFF USE ONLY Perk Fee: Tot a1 fees: Issue Date: DATE Building Permit #: M v_.r ,. (474? yiii,-y J�Iir=v1- )/1 1.111A1 PQ Box 2844 Glenwood Springs, Co 81602 Ph 970-618-5033 Fax 303-216.2746 RECEIVED DEC 1 1 2008 GAR!- !t_l.0 GOUNTY BUILDING & PLANNING November 28`h 2008 Project No. 1553 Jessica Terrell 1034 East 18th Street Rifle, CO 81650 Installation Observation, Terrell Residence TBD Summer Falls Road Garfield County, Colorado Jessica, ALL SERVICE septic, LLC performed an installation observation on November 25th 2008 for the subject property. The installation included a 1250 -gallon, two-compartment precast concrete septic tank with an effluent filter followed by 5 rows of 20 `Quick -4' chambers, for a total of 100 chambers, equaling 987 SF of drain field. Effluent is distributed via serial distribution. 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 septic, LLC Timoth R. Petz 2 copies sent Copy sent to Garfield County R ev'ew Richard PO Box 2844 Glenwood Springs, CO 81602 Ph 970.618.5033 Fax 303-216-2796 November 13, 2008 Project No. 1553 Jessica Terrell 1034 East 18th Street Rifle, CO 81650 VYI (} � 61P D4 0 StAVVIINI,Lr f2-61 Onsite Wastewater System Design, Proposed 4 -Bedroom Residence Tract #13, Antlers Orchard TBD Summer Falls Road Garfield County, Colorado Jessica, ALL SERVICE septic, LLC evaluation the subsurface conditions report provided by Garfield County and prepared an onsite wastewater system (OWS) design for the subject residence. The property is located outside of Silt, CO, in an area where OWS and wells are necessary. SITE CONDITIONS A 4 -bedroom single-family residence is proposed as indicated. The proposed drain field area slopes 5% to the south, and vegetation consists of a moderate cover of grasses. Water is provided by a well, which is located to the east of the proposed drain field and residence. SUBSURFACE The subsurface was investigated by Garfield County by conducting a percolation test. Our firm observed a soils profile located to the north of the residence. The materials observed in the soils profile consisted of 1.5 -feet of a clayey root zone, underlain by sandy clay to the maximum depth observed of 7 feet. Groundwater or bedrock was not encountered. Three percolation holes were dug, in the area of the proposed drain field, as indicated. Percolation rates reported by Garfield County averaged 120 MPI. DESIGN SPECIFICATIONS The OWS design is based on 4 -bedrooms and an average sewage load of 600 GPD. The installation must include a 1250 -gallon, two-compartment, precast concrete septic tank with an effluent filter to be followed 5 gravelless chamber trenches. Each trench must have 20 `Quick -4' chambers for a total of 100 chambers, equaling 987 SF of infiltrative area. Serial distribution must be used to distribute effluent. Onsite Wastewater System Page 2 Construction roust be according to the Garfield County Environmental Health Department OWS regulations, the OWS Construction Permit provided by the county, and this design. This design for the subject property, noted above, is valid only in conjunction with the approved Garfield County Environmental Health Department. 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 he 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, ILC, 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 CWS 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 SE 3d'II E septic, LLC Reviewed B a ' L Timothy R. Petz 3 copies SITE PLAN AND LOCATION OF PERCOLATION HOLES TRACT 13 PROPERTY LINE 4 -BEDROOM PROPOSED RESIDENCE PERCOLATION HOLES n ❑ SLOPE 5% WELL • APPROX SCALE 1" = 100' NORTH TRACT #13, ANTLERS ORCHARD TERRELL RESIDENCE GARFIELD COUNTY, COLORADO ALL SERVICE SEPTIC, LLC 970-518-5033 PRO. NO. 1553 FIGURE 1 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. 4" PVC SEWER PIPE (2% FALL) 100 GRAVELLESS 'QUICK -4' CHAMBERS IN FIVE TRENCHES. EACH TRENCH MUST HAVE 20 CHAMBERS. TOTAL AREA = 987 SF 4" PVC SERIAL OVERFLOW PIPES PLACED IN TOP PORT OF END PLATE. GWS DESIGN PROPOSED 4 -BEDROOM RESIDENCE 4" PVC EFFLUENT PIPE (1% FALL) OBSERVATION PIPES APPR❑X SCALE 1" = 50' NORTH 1250 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH EFFLUENT FILTER IN SECOND COMPARTMENT F iE0 WELL TRACT #13, ANTLERS ORCHARD TERRELL RESIDENCE GARFIELD COUNTY, COLORADO ALL SERVICE SEPTIC, LLC 970-618-5033 PRO. NO. 1553 FIGURE 2 DESIGN 4 -BEDROOM RESIDENCE LOADING = q = 600 GALLONS PER DAY PERCOLATION RATE = 120 MPI CALCULATED AREA = ((1.5 X q) X sgrt 120 /5) = 1972 SF PROPOSED AREA = 1972 SPX 50% REDUCTION = 986 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBERS LENGTH OF 'QUICK -4' TRENCHES = 80 FEET = 20 CHAMBERS TOTAL NUMBER OF 'QUICK -4' CHAMBERS = 80 TOTAL INFILTRATIVE AREA = 987 SF FOUR TOTAL TRENCHES DRAIN FIELD CROSS SECTION -TYP. F 3.5' MA 1/ LIMIT OF EXCAVATION —• 4' PVC OBERVATION PEPE GRAVELLESS CHAMBER (4' x 3') 6' MINS scAR1rY SURFACE 2.0' MIN FINISHED GRADE SLIP-ON PVE CAF G0 NOT GLUE SEVER LINE - 4 FE i' SCHEDULE 40 P.V.E. EFFLUENT LINE - 4' SCHEDULE 40 0R 4• SDR 3 P.V,C.INSULATEO COPPER TRACER VIRE NAY BE INSTALLED TO LOCATE LINE fN fUTURE SWEEP / 2 WAY CLEANOUT DETAILS (N.T,S) TYPICAL OBSERVATION PIPE INF ILTRATOR(R) QUICK4(TM) CJT SHEE` Ism+ a •i11 52" 48' (FF I- I IVE LENGTH LINES TO ENTLH AND EXIT IN TOP PORT OF CI -AMBER ENO PLATE TO ADDITIONAL TRENCHES OBSERVATION PIPE INFILTRATOR END PLATE 6 FEET MIN PLAN VIEW - TYP. GRAVELLESS CHAMBER 'QUICK -4 20 CHAMBERS PER TRENCH 0 �3 FEET 1 o 4" PVC PIPE. SERIAL OVERFLOW LINES TO BE INSTALLED IN 'HIGH' PORTS ON END PLATES. r 80' PVC LINE FROM TANK PROJECT NO. 1553 FIGURE 3 1250 -Gallon (min), 2- Compartment Septic Tank with 4" Dia. Biotube�Effluent Filter PVC or Concrete Risers with Grommet(s) (bond to tank adopter with recommended adhesive) Slope Ground Away From Risers Top of tee to come to 1" from top of tank fid Inlet Tee ALARM IS OPTIONAL ORENCO BRAND NAME NOT ENFORCED Patents // 4,439,323 & 5,492.635 Foreign Patents Pending © 2002, Orenco Systems, Inc. Conduit to Alarm Panel Conduit Seal 2" v Liquid Level COPELAND TANK CENTER PORT ACCEPTABLE ALTERNATIVE TO PVC TEES High Level Alarm Float (optional) PVC Splice Box w/Cord Grips Fiberglass Gasketed Lid with Stainless Steel Bolts 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 1553 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT P \ it 108 Eighth Street, Suite 401 4 5 2 0 Glenwood Springs, Colorado 81801 Perrrllt Phone (970) 945-8219. Assessor's Parcel No. INDIVIDUAL SEWAGE DISPOSAL. PERMIT MM Owner's Name System Location �_ ]���PresenLA dress This does not constitute i in building or use permit.l \n/lElt, .1r, Phone Legal Description of Assessor's Parcel No. YATA,Ver5 OtC ('L1] ij. g_k_AZ Neptic Tunk Capacity (gallon) Other /Z 6 Percolation Rate (mlrtuteslinch) Number of Bedrooms (or other) _ __ Required Absorption Area - See Attached _)j s 7 ACOS 7`3 ,z3 Special Setback Requirements: ❑ate �— — !J' -. Inspector A !�►� FINAL SY,,FM 1NSPEaSWAND1PPSiVAL (as installed) Call for inspection (24 hours notice) Before Covering Installation Syatem installer Septic Tank capacity Septi4 Tants Manufacturer Or Trade Name Septic Tani( Access within 8" of surface Absorption Area RbSorptlon Area Type andlor Manufacturer or Trade Name Adequate compliance with County and State regulatinnslredUtr8rf18UtS Other Date Inspector _ �.-�---� _.�-- RETAIN Wt €'H RECEIPT RECORDS AT CC ISTRUe>"tON SI I E CONDITIONS: 1. All Installation must comply with all requirements of the Colorado State Buard of i'lea[til Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1584. 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 shcl€ automatically iso a violation or n requirement of the permit and cause for both legal action and revocation of the permit. 3, Any person who constructs, altars, or installs an Individual sewage disposal system in a manner which ifIVUIVB3 a knowing end material variation from the terms or specifications contained in the application of permit comrnlW o Class 1, Petty Offense ($500.00 fine - s months In jail or both). T id Wd2E : t7 Blze 90 'f) White - APPLICANT Yellow - DEPARTMENT IDIES Std, F ZS 'aN 3NCHd ddD I 11 JN I r1 d NI- Df : wo- A