The URL can be used to link to this page

Home My WebLink About02447 K. .� 1 t �,, C GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 1`— 2 4 4 7 109 8th Street Suite 303 Assessor's Parcel No. eee Glenwood Springs, Colorado 81601 Phone (303) 945 -8212 y This does not constitute t tt t INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. s 4 s PROPERTY i Owner's Na me Royal. A. Smith Present Address 29 Fairway Lane G.F. Phone_ 945 -8296 t System Location 29 Fairway Lane, Westhank Glenwood Springs r ; Legal Description of Assessor's Parcel No., o SYSTEM DESIGN I Septic Tank Capacity (gallon) Other S, Percolation Rate (minutes /inch) Number of Bedrooms (or other) 6 6 k Required Absorption Area - See Attached k t Special Setback Requirements: ) r • ill l .ql Date Inspector /t , (� % , FINAL SYSTEM INSPECTION AND APPROVAL (as installed) t 6 Call for Inspection (24 hours notice) Before Covering Installation • ) 1 System Installer C �� - GA f I Jr Septic Tank Capacity . 2 '-' 1 49 0 0 j j r l Y Septic Tank Manufacturer or Trade Name '..,r '-r >'1 +9 • Septic Tank Access within 8" of surface 1----.---- gg 1 Absorption Area i 1 / /7 4 e/ / /r 6/, 1 /r ),. , ' ",,," 9 i t li Absorption Area Type and /or Manufacturer or Trade Name ,.. /� 1 • Adequate compliance with County and State regulations /requirements '� ! Other 1 Date �r - Inspector dt "7 —F,1.; i. ) GU -" . -'" 4 �. RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE t *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 I i 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). Applicant: Green Copy Department: Pink Copy INDIYJMIAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER /POf. 4 / ( Si)/ ith t/, / /y <« /A, .e ADDRESS - • 1. PHONE '79 - f2c1 6 H 7115 CONTRACTOR ' o �V' Y Y4 ADDRESS PHONE 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_OILFIWPOS � l4.e � EAO COUNTY (7a✓ c /4 Near what City or Town 44/( Lot tot /� ��i� W Z 146 91 - avir I.egal Description WASTES_T_YPE: ( ) Transient Use ( ) Commercial or Industrial ( ) Non - domestic Wastes ( ) Other - Describe BUILDING OR SERVICE TYPE: Pr Str? Z - C Number of bedrooms: (0 Number of persons / 2 -- (6 Grinder (4)'Automatic Washer (a- jDishwasher SOURCEAND TYPE OI? WATEILSUPP_LY: () WELL () SPRING () STREAM OR CREEK Give depth of all wells within 180 feet of system: If supplied by communiiy water, give name of supplier: )4 N4 -tatt (NOTE re- S/&/'e w\ GROUNDCQND_ITIQNS: Depth to bedrock: > P� Depth to first Ground Water Table: > Percent Ground Slope: h DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: P eftl.. ,nu Was an effort made to connect to community system? AJO TYPE O13)NDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: el 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: (Yr Trench, Bed or Pit ( ) Evapotranspiration ( ) Underground Dispersal ( ) Sand Filter ( ) Above Ground Dispersal ( ) Wastewater Pond ( ) Other - Describe: WILL EFFLUENT BE DISCI 'ARCED DIRECTLY INTO WATERS OF THE STATE? .[fib • • • • I PI ItCQLATIOtLTESZRESIJI (To be completed by Registered Professional Engineer) Minutes per inch in hole No. I Minutes per inch in Hole No. 3 Minutes per inch in hole No. 2 Minutes per inch in Hole No. _ Nance, 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 thecompleteness of the appliction 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 purposes of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to inusre compliance with rules and regulations adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements make, 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 bre relied on by the local department of health in evluating the same fro purposes of issuing the permit applied for herein. 1 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 perj ry as provided by law„ Signed Al I we \I , � r/ r Date 11 t w t A ULNAS . SMr.l• CCt MAT 1 c AP "1 n Y � J TA I ' RTY • 1. • 1:...." +. Post -it" Fax Note 7671 Date cj / is pies. L. ��` - -- im _ From /! rJ \ y co /Dent. l 4&r/ —UPI ourvner Co. HGF NG /NCCR /NG ' f - -- -- _ L: 4. - ��•- _ Post-it' Fax We 7671 D .j was 2_ To { �1wt. ai.If- -_ ale From ^ ., 1Pk Co./Dept. 1 ' 1 / t Co. l - May 30, 1995 Post -It' Fax Note 7671 Date • tags■ Z. 7o Co /Dept __- Co from Fr• 1— pt - - -4- eau ty Co. l�eE Royal Smith Phone# Phone# r – 29 Fairway Lane Faz a -- Fa p – r • • Glenwood Springs, CO 81601 `45 ' - - - { -- - - -- Re: ISIS on Lot 15, Filing No. 2, Westbank, Garfield County, CO HCE File Number 95004.15 Dear Dr. Smith: This letter is to follow up on our recent conversations regarding the individual sewage disposal system for your residence on the lot referenced above. Our recommendations are based on the site visit and percolation test conducted by HCE on May 27, 1995. The existing field is reported to be at a relatively shallow depth, even though it was recommended (per a note on the ISDS permit) to be 12 feet deep. A test excavation was opened by the Contractor and the material encountered at approximately the 12 to 13 foot level appeared to he more granular than the overlying soil. Therefore, the percolation testing was perforated at a depth of approximately thirteen feet at the bottom of the test excavation which was located northwesterly of the house. The percolation rate was 55 minutes per inch. (The existing field size was apparently based on a percolation rate of 5 minutes per inch.) We recommend that a standard absorption bed be utilized, and that it be placed at the depth where the more sandy material begins, approximately 13 feet. In addition, we recommend that the field be relatively long and narrow and that siphon closing be used. This ISDS would serve a single fancily residence with six bedrooms. Therefore, the estimated average wastewater flow would be 900 gallons per day. The design flow, per regulation, is 1.5 times the average, or 1350 gallons per day. 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: 303- 945 -8676 • FAX: 303-945-2555 • r • Smith May 30, 1995 Page 2 The required standard absorption area (based on 55 minutes per inch) is 2002 square feet. Reducing that number 40% for using "Infiltrator" units would give 1201 square feet. At 18.75 square feet per unit, 64 units would be required. The minimum size of septic tank required is 1750 gallons, however, but since that is not a standard size, we recommend two 1000 gallon tanks in series. We recommend a that a prefabricated polyethylene tank with automatic siphon built in be used for dosing. The existing aeration tank should be abandoned, or could be used for an additional tank prior to the new septic tanks. If you have any questions or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. Tin othy P. Beck, P.E. Pri cipal Engineer TPB /soe t � MAY-30-1995 .18:11 HIGH COUNTRY ENGINEERING P.01 • Post - It' Fax Note 7671 Date d /An I Wes Z., /GPI T nr . uutf4*i4 From I IM TRr Co.loe � Y co. 1 ` l r Ncivre NG Phone k � �• r Plwne k q tif Fax Fax* 145 May 30, 1995 P T THIS REVIEW COVERS CONSTRUCTION ON PRIVATE PROPERTY ONLY SUBJECT TO EXCEPTIONS AND FIELD INSPECTIONS. Royal Smith MAKE NO UNAUTHORIZED CHANGES 29 Fainlvay Lane Glenwood Springs, CO 81601 KEEP THESE PLANS ON THE JOB CALL f RINSPECTIONS — • :U LOI`tr SPECW Re: ISDS on Lot 15, Filing No. 2, Westbank, Garfield County, CO HCE File Number 95004.15 Dear Dr. Smith: This letter is to follow up on our recent conversations regarding the individual sewage disposal system for your residence on the lot referenced above. Our recommendations are based on the site visit and percolation test conducted by HCE on May 27, 1995. The existing field is reported to be at a relatively shallow depth, even though it was recommended (per a note on the ISDS permit) to be 12 feet deep. A test excavation was opened by the Contractor and the material encountered at approximately the 12 to 13 foot level appeared to be more granular than the overlying soil. Therefore, the percolation testing was performed at a depth of approximately thirteen feet at the bottom of the test excavation which was located northwesterly of the house. The percolation rate was 55 minutes per inch. (The existing field size was apparently based on a percolation rate of 5 minutes per inch.) We recommend that a standard absorption bed be utilized, and that it be placed at the depth where the more sandy material begins, approximately 13 feet. In addition, we recommend that the field be relatively long and narrow and that siphon dosing be used. This ISDS would serve a single family residence with six bedrooms. Therefore, the estimated average wastewater flow would be 900 gallons per day. The design flow, per regulation, is 1.5 times the average, or 1350 gallons per day. 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: 303. 9454676 • FAX: 303 - 945.2555 f + MAY-30-1995 .18 11 HIGH COUNTRY ENGINEERING P.02 Smith May 30, 1995 Page. 2 The required standard absorption area (based on 55 minutes per inch) is 2002 square feet. Reducing that number 40% for using "Infiltrator" units would give 1201 square feet. At 18.75 square feet per unit, 64 units would be required. The minimum Size of septic tank required is 1750 gallons, however, but since that is not a standard size, we recommend two 1000 gallon tanks in series. We recommend a that a prefabricated polyethylene tank with automatic siphon built in be used for dosing, The existing aeration tank should be abandoned, or could be used for an additional tank prior to the new septic tanks. If you have any questions or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. Ti othy P. Bec , P.E. Pri cipal Engineer TPB /soe TOTAL P.02