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HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 401 4 6 2 9 Glenwood Springs, Colorado 81601 Permit Phone (970) 945-8212 Assessor's Parcel No. V,6° 4.20.0 9 sys. I DIVIDUAL SEWAGE DISPOSAL PERMIT This does not constitute a building or use permit. PROPERTY 5. LI -- Owner's Name- ' U(I Present Address( Obi L Phone 37'1 7 CK 1 l0 k RD1 c.4-Re1Q1 5 -LE Legal Description of Assessor's Parcel No. 2 ) , 1 .0) , System Location SYSTEM DESIGN 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 GAL. • Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface , ! I Absorption Area //6 <3°— - M7,7e. //r 47:5: -5 /4' `// 4-.4ic Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date Inspector/VISA/ Cae/ ,AT -476441,,C.,6„441/6—' RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE CONDITIONS: 1. AU 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 8u' Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 / Fax: 970-384-34701 Inspection Line: 970-384-5003 www.garfleld-countv.com 1 Perk Fee: Parcel No: (this information is available at the assessors office 970-945-9134) ,:cl, / / � / 0/ 2 iPermit #: Bui 12,1-1 Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description 1?71.2 4.-K$2O11 ` g 17 C-44-T4N 72 , S 1 :-Z:'-3 3 Issue Date: 1 .)°.°°{ 1 Lot Size: Lot No: Block No: Subd.! Exemption: 510 y a -c, . P14-1,-) Off - Z,(,M- -5 4 APPROVAL DATE Owner; (properly owner) j �+ q 6t. > ,, x./'Lo '' Mailing Address r tP d 7_- LI Z. -�E��` j 1l Ph: —J -301-,75-1 Alt Ph: '5d S Contractor. 't1.-f-NioccT(ok Cate. % Mailing Address 51*, X161, Kir .1,4,2l Ph: 9.(&---7174 1 Alt Ph: 6 Eogineer: (c,i4 ��� Scl Mailing Address 1 -I-. L, 4 5i Jae94/5"- '34,.7 Alt Ph: 7 PERMIT REQUEST FOR: { New installation ( ) Alteration ( ) Repair 8 WASTE TYPE: welling ( )Transient Use ( )Commercial or industrial ( )Non- Domestic wastes ( )Other_Describe 9 BUILDING OR SERVICE TYPE: ' `p Number of bedrooms 60 Garbage Grinder es : :( )No 10 SOURCE & TYPE OF WATER SUPPLY: ( )WELL ( )SPRING ( STREAM OR CRE ( }CISTERN If supplied by COMMUNITY WATER, give name of supplier: P4I4 -tali W1 ozi- 0- 4-/A e444.' 11 DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Was an effort made to connect to the Community System? YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN 12 GROUND CONDITIONS: Depth to 1' Ground Water Table Percent Ground Slope 13 TYPEpF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED: (ptic Tank ( )AerationPlant ( )Vault ( }Vault Privy ( )Composting Toilet ( )Recycling, Potable Use ( )Recycling, other use ( )Pit Privy ( }Incineration Toilet ( }Chemical Toilet ( }Other- Describe 14 FINAL ISPOSAL BY: bsorption trench, Bed or Pit ( )Underground ( )Wastewater pond ( )Other- ,. Dispersal ( )Above Ground Dispersal ( )Evapotranspiration ( )Sand filter Describe 15 Will effluent be discharged directly into waters of the state? ( )YES jt50 16 PERCOLATION TEST RESULT: (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 No3 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: 14 P�f..e,--c-w---,.... -f t.___,,,, for design of the system: 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 rejje , <, th oval department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that -a alsiftt o srepreseVation may result in the denial of the application or revocation of any permit granted based upon said application and legal adfion . 4 4 m 'u 14,',:,, 4 .di. -4 by -fir. OWNER 1GI41(TU' DATE o.�_ .... STAFF USE ONLY Permit Fee: e v ! 3.w Perk Fee: Total fees: r)30� iPermit #: Bui 12,1-1 Septic Permit #: Issue Date: 1 .)°.°°{ 1 Building & Planning Dept: APPROVAL DATE An Employee -Owned Company June 26, 2009 Andy Schwaller Garfield County Environmental Health 108 8th Street, Suite 201 Glenwood Springs, CO 81601 RECEIVED JUN 2 9 2009 GARFIELD COUNTY BUILDING & PLANNING Re: DeSugny ISDS — Homestead 3, Panorama Estates, Garfield County, Colorado HCE Project No. 2081047.00 Dear Andy: This letter is to confirm the engineer's acceptance of the constructed septic system of the DeSugny residence located at Homestead 3, Panorama Estates. The design included a 2,000 gallon septic tank (1750 was specified) and 110 Quick 4 infiltrator units installed in a trench configuration. All of the inspection wells, infiltrators and cleanouts were inspected by High Country Engineering, Inc. (HCE) and installed satisfactorily. With the above -noted changes, the system has been completed with the intent of the original design. If you have any questions or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. Ro_er Neal, P.E. ncipal RDN/blf 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 Telephone (970) 945.8676 Fax (970) 945-2555 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 2 PERCOLATION TEST RESULTS JOB NO. 209 003A HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) P 1 30 20 9 81/2 1/2 80/1 81/2 81/8 3/8 81/8 8 1/8 8 7 3/4 1/4 73/4 71/2 1/4 71/2 71/4 1/4 P 2 34 20 9 a 1/2 1/2 48/1 81/2 81/8 3/8 81/8 7 3/4 3/8 7 3/4 71/4 1/2 71/4 6 3/4 1/2 6 3/4 51/2 1/4 P 3 40 20 13 91./2 31/2 13/1 91/2 7 21/2 7 5 2 5 31/2 11/2 31/2 2 11/2 2 1/2 1 1/2 Note: Percolation test holes were hand dug and soaked on January 23, 2009. Percolation tests were conducted on January 23, 2009. The average percolation rates were based on the last three readings of each test. HEPW©RTH PAWLAK GEOTECHNICAL June 17, 2009 Ben and Diane deSugny 602 Lakeside Drive Basalt, Colorado 81621 v .'71i1;.rd Job No. 109 003A Subject: Observation of Excavation and Additional Percolation Testing, Proposed Residence, Homestead 3, Panorama Ranches, 231 Buck Point Road, Garfield County, Colorado Dear Mr. and Mrs. deSugny: As requested by Glen Montgomery, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on June 17, 2009 to evaluate the soils exposed for foundation support and performed additional percolation testing. The findings of our observations and recommendations for the foundation design and percolation test results are presented in this report. We previously conducted a subsoil study for design of foundations and percolation testing at the site and presented our findings in a report dated February 19, 2009, Job No. 109 003A. At the time of our visit to the site, the foundation excavation had been cut in two levels, the garage on the upper level and the residence on the lower level, The grade in the upper excavation had been cut up to 10 feet prior to digging footing trenches about 3 feet deep. The lower level was cut up to 9 feet below adjoining grades and daylighted on the downhill side to the south. The step between grades was about 6 feet. The soils exposed in the bottom of the excavation consisted of gravelly sand and clay. No free water was encountered in the excavation and the soils were slightly moist to moist. The excavation bases had been moistened and compacted firm. The soil conditions exposed in the excavation are consistent with those previously encountered on the site and suitable for support of spread footings designed for the recommended allowable bearing pressure of 2,000 psf. Footing trenches dug along the downhill side of the lower excavation should extend below fill placed during grading. Loose and disturbed soils should be removed in the footing areas to expose the undisturbed natural soils. Other recornrnendations presented in our previous report which are applicable should also be observed. A profile pit and three percolation test holes were excavated on June 16, 2009 by Welch Excavating at the locations shown on Figure 1. The subsoils exposed in the Profile Pit below about one foot of topsoil consisted of sandy clay to 5 feet overlying gravelly sand and clay to the bottom pit depth of 81/2 feet. No free water or evidence of a seasonal Ben and Diane deSugny June 17, 2009 Page 2 perched water table was observed in the pit and the soils were slightly moist to moist. Percolation test holes were hand dug and soaked with water on June 16, 2009. Additional percolation testing was conducted on June 17, 2009, by a representative of Hepworth - Pawlak Geotechnical, Inc. The tested area was about 50 feet west of the previously tested area. The percolation tests were conducted in the upper sandy clay soils. The percolation rates varied from 60 minutes per inch to 90 minutes per inch with an average of 70 minutes per inch. The percolation test results are summarized on Table 1. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and the previous limited subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. if you have any questions or need further assistance, please call our office Sincerely, HEPWOR H — PAWLAK GEOTECHNICAL, INC. Louis E. Eller Reviewed by: 0,4 Daniel E.. Hardin, P.O. tr24443 LEE/kswp Q PQ7 % attachments Figure 1 — Lr'at � Additional Percolation Test Holes Table 1 — Percolation Test Results cc: Glen Montgomery Tod Welch Job No. 109 003A G tech 4 0 <tm LEGEND; ▪ PROFILE PIT FOR THIS STUDY. • PERCOLATION TEST HOL FOR THIS STUDY. ❑ PROFILE PIT FOR PREVIA STUDY. A PERCOLATION TEST HOL FOR PREVIOUS STUDY. P4 PE PROFILE PIT P5 `? P3 P 2 "A PROFILE PIT QI?1❑ APPROXIMATE SCALE: 1' 50' -- r514 :i ce APP: RCM 41,9 S 109 003A fie • worth Pawlak Geotechnica LOCATIONS OF ADDITIONAL PERCOLATION TEST HOLES Figure 1 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 PERCOLATION TEST RESULTS JOB NO. 109 003A HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) P 1 49 15 6 51/2 1/2 60/1 51/2 5 1/4 1/4 51/4 51/8 1/8 5 1/8 5 1/8 5 4 3/4 1/4 4 3/4 4 1/2 1/4 41/2 41/4 1/4 P 2 50 15 6 51/2 1/2 60/1 51/2 5 1/4 1/4 5 1/4 5 1/4 5 41/2 1/2 41/2 41/4 1/4 4 1/4 4 1/4 4 3 3 /4 1/4 P 3 45 15 7 6 3/4 1/4 90 6 3/4 61/2 1/4 61/2 6 3/8 1/8 6 3/8 61/4 1/8 61/4 6 1/4 6 5 7/8 1/8 5 7/8 5 3/4 1/8 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on lune 16, 2009. Percolation tests were conducted on June 17, 2009. The average percolation rates were based on the last three readings of each test.