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Home My WebLink About22 Crown Mountain Dr - 246511302001 - 0908ISAPPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY No. 3 2 B-7 P. 0. BOX 179 EAGLE, COLORADO 81631 949-5257 Vail 328-7311 Eagle 927-3823 Basalt PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $125.00 NAME OF OWNER: boo i Halo, MAILING ADDRESS: /54b-3 a5A-LT PHONE: 503 NAME OF APPLICANT (If different from owner): - ADDRESS; _ .,ONE DESIGN. ENGINEER OF SYSTEM (If applicable): ADDRESS: / 5/ Z �.:c- PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: LICENSED INSTALLER: ( ) YES (. ) NO ADDRESS: PHONE: PERMIT APPLICATION IS FOR: NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Physical Address: ooz.Z. 69LkVr Parcel Number: Lot Size: Legal Description: ZO-r / C/Zow.J-►ou,�r��y_, <; A-,FS c/�"✓a�s�t�o%, BUILDIN R SERVICE TYPE (Check applicable category): 8/bZl Residential- Single Family ( ) Residential - Fourplex ( ) Residential - Duplex ( ) Commercial (Type) ( ) . Residential,- Triplex NUMBER OF PERSONS: NUMBER OF BEDROOMS: WASTE TYPES Check applicable categories): Commercial or Institutional Dwelling } Non=Domestic Wastes ) Transient Use Garbage Disposal) Dishwasher Automatic Washer ( ) Spa Tub ( Other (Specify): TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: Septic Tank Composting Toilet ( ) Incineration Toilet Vault Privy. ( ) Greywater ( ) Chemical Toilet ( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Portable Use ( ) Other ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: ( ) YES (VC) NO IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: (DC) YES ( ) NO WATER CONSERVATION PLAN: ( ) YES ( ) NO NOTE: The Environmental Health Office may reduce the required absorption area on approval of an adequate water conservation plan. SOURCE AND TYPE OF WATER SUPPLY: (><) Well ( ) Spring ) Creek/Stream Give depth of all wells within 200 feet of system: . If supplied by ommunity water, give name of supplier: A SIGANTURE: DATE: 4 _ a --T'I INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope >Fa 1Fiv6. secicom-r Depth to Bedrock (Per 8' .profile hole Depth to Groundwater table SOIL PERCOLATION TEST RESULTS: Minutes per inch in Hole #1 Minutes per inch in Hole #2 Minutes per inch in Hole #3 FINAL DISKS"AL BY ( ) Absorption Trench,''Bed or Pit ( ) Evapotranspiration ( ) Above Ground Dispersal ( ) Sand Filter ( ) Under Ground Dispersal ( ) Wastewater Pond ( ) Other AMOUNT PAID: RECEIPT NUMBER ts�1 1� �� DATE: �•7• , NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. (Environmental Health Dept. - Rev. 4/88) April 19, 1989 Mr. Sid Fox Community Development Department Eagle County P.O. Box 179 Eagle, CO 81631 RE: Don Barr ISDS - Lot Crown Mountain Estates Emma. Colorado Dear Sid: 1512 Grand Avenue, Suite 212 Glenwood Springs, Colorado 81601 (303) 945-1004 1�� qp � Cp%zl"CleC 9 Tro�D�'�'Tr T This letter is being written to discuss the results of a perc test per- formed on the above mentioned lot. I am also writing this letter to identify the type of system(s) which can be constructed on site. Site Conditions The site conditions observed indicated two different stratums where a field could be placed. These two stratums would have absorptions fields which would vary greatly from each other depending upon which strata was being constructed in. The site appears to be overlain with six inches of topsoil over 3.5 feet of reddish brown clay soil over an undetermined thickness of sandy gravels. No groundwater was encountered at a depth of 11 feet. The perc holes that were dug in the field had two perc holes modeling the percolation rate in the reddish brown clay soil, and one perc hole modeling the percolation rate between the reddish brown clay soil and the sandy gravels. The two holes located in the reddish brown clay soils did not percolate at an acceptable rate for installation of a standard type absorption system. It is my opinion the type of system that would be installed in the reddish brown soil would need to incorporate the assistance of evapo-transpiration. This type of field would be very costly to the homeowner. The other perc hole yielded percolation rates on the order of 15 to 40 mpi. This type of system would require the construction of a standard system. Based upon a four -bedroom home size, a 1250 gallon septic tank would be required along with 2250 square foot bed size (with the 40 mpi percolation rate). No perc tests were performed in the sandy gravels, but it is my opinion that the sandy gravels would be the most advantageous soils to locate the bottom of the absoprtion field. We are submitting with this letter the proposed bed construction that would be located in the upper soils. However, we would like to reserve the opportunity to perform an additional set of perc tests in the lower sandy, gravelly soils to determine if these soils would yield a much better location for the bottom of the absorption field. At that point in time (once the new perc rates are determined), the field would be redesigned, if necessary, to accommodate the new percolation rates. April 19, 1989 Mr. Sid Fox Page two Construction Requirements The construction requirements for the standard absorption bed are as follows: - Excavation of the bed shall be located approximatelay 42" to 48" from the existing ground surface (the bottom of the absorption area shall be excavated at a minimum of 24" into the natural soil at all points). - All smeared or compacted surfaces in the seepage bed shall be scarified to the depth of the compaction and the loose material removed. - A 12" layer of 1/2 inch to 2-1/2 inches of screened rock shall be disdistributed evenly over the entire bed, with distribution lines set at a depth of at least 6" of gravel below, and 2" of gravel above each line. - The top of gravel shall be covered with a 10" layer of uncompacted hay or straw, or a layer of Mirafi® 140N filter fabric, or equal. - A final cover of soil suitable for vegetation (at least 10" deep) shall be placed from the top of the hay or straw (or Mirafi® fabric) to the finished surface grade of the seepage bed. - The final cover shall be graded to deflect runoff water away from the disposal area. - Machine tamping, rolling or hydraulic compaction of final cover shall not be permitted; however, hand -tamping may be allowed where necessary to stabilize erosion or the intrusion of extraneous water. - The outermost disposal lines in the beds shall be placed no less than 18", and no more tha 36" from the outside bed walls. For each six feet or part thereof in bed width, there shall be one distribu- tion line extending the length of the bed. Such pipeline shall be spaced evenly between three feet and six feet apart so as to dis- tribute the effluent evenly over the entire bed area. - A distribution header shall be used to connect the perforated dis- tribution lines within the field. The distribution header shall be constructed of approved solid wall pipe. - All distribution lines located in the field shall be level. - Based upon a four -bedroom home size, the required septic tank size will be 1250 gallons. The connecting pipe between the house and the septic tank, and then again from the septic tank to the field, shall be of 4" solid wall PVC pipe sloped at a minimum grade of 1/4" per foot. April 19, 1989 Mr. Sid Fox Page three The attached site plan identifies the setback requirements for the bed location and field location with respect to the new house and property lines. The setaback requirements shown are locating the field such that other pertinent setback requirements are met (i.e., distances from springs, wells, section lines, potable water supply lines, dwellings, property lines, subsoil drains, lake, water courses, irrigation dit- ches, dry gulches and cut banks or fill material). The attached Sketch A identifies the bed cross section that has been described in the narative above. I hope this letter serves its intended purpose. If you have any questions, please do not hesitate to call. Respectfully submitted, SCHMUESER GORDON MEYER., INC. AC'24 O ' r D� , . , / d4 Ap1 mar, T� V-�'�Ja �—''a1�� /YVl t�: c., f�d•r��r � C� P4�t.J t �` ROUTE FORM EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE r, ►. 1 • 4 del .L bate RoutedIli 1 ' ►-" 2 67 Application No. Please review the attached Individual Sewage Disposal System Permit Application and return it with this completed form the the Environmental Health Office. PLANNING: Complies with - YES NO REVIEWED BY DATE COMMENTS: BUILDING: Complies with - YES NO REVIEWED BY Building Permit Applied For: Buildina Permit Issued: Recommend Approval: COMMENTS: ENGINEER: Complies with - Roads: Grading: Drainage: Recommend Approval: COMMENTS: ENVIRONMENTAL HEALTH: Complies with - Floodplain Permit Necessary: I.S.D.S. Regs. Compliance: Recommend Approval: COMMENTS: /il ? a0a-t Jir-0 Cv Ci YES NO REVIEWED BY DATE DATE YES NO REVIEWED BY DATE May 24, 1989 Mr. Sid Pbx Community Development Department Eagle County P.O. Box 179 Eagle, CO 81631 J, RE: Don Barr ISDS - Lot Crown Mountain Estates Emma, Colorado Dear Sid: 1512 Grand Avenue, Suite 212 Glenwood Springs, Colorado 81601 (303) 945-1004 This letter is being written to discuss the results of a second perc test performed on May 23, 1989, on the above mentioned lot. I am also writing this letter to identify the type of system which will finally be sized for this lot. In referring to my April 19, 1989, letter to yourself regarding the same matter, I had identified a stratum of the existing ground to be overlain with six inches of topsoil over 3.5 feet of reddish brown clay soil over an undetermined thickness of sandy gravels. Also, at that point in time, no groundwater was encountered up to a depth of eleven feet. In that letter, I requested an option to perform additional perc tests when the contractor arrived on site to begin construction on the bed. The original perc test, as depicted in the April 19th letter, identified two pert holes were located in the reddish brown clay soil, and one perc test was located in a transition zone between both the clay soil and the sandy gravels. Based upon the site evaluation of May 23, 1989, two more perc holes were located in the sandy gravels. '.these perc holes revealed perc tests with rates averaging 35 min/inch. Based upon this data, the original assumptions of percolation rates being nearly 40 min/inch were verified. The bed construction identified in the .April 19th letter, therefore, will be essentially the same with the exception that the field will be sized for the 35 min/inch perc rate. With this perco- lation rate, the field will be sized for 2000 square feet of absorption area. The bottom of the bed will be located in the sandy gravels (actually, the sandy gravels, as identified in the April 19th letter, appeared to be intermixed with clay. The percolation rates which were observed on May 23, 1989, were indicative of this. The percolation rate in soils typically of this nature would require a sand filter). I have enclosed a sketch of the final bed cross section to be used. I hope this information serves its intended purpose. questions, please do not hesitate to call. Sincerely, SCHMUESE CORDON MEYER, INC. /"e imonson, P. . JSS:lec/9074 Enclosure: Bed Cross Section cc: Don & Heidi Barr If you have any RECEIVED MAY 2 5 1989 EAGLE COUNTY COMMUNITY DEVELOPMENT SCHMUESER GORDON MEYER, INC. 1512 Grand Avenue Suite 212 GLENWOOD SPRINGS, COLORADO 81601 (303) 945-1004 JOB t SHEET NO. OF �f CALCULATED BY DATE 7 1 4—'3 r CHECKED BY DATE SCALE PRODUCT 205-1 �lnc.Oromn, Mass 01471. To Order PHONE TOLL FREE I-M225-= EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 May 31, 1989 Mr. and Mrs. Don Barr P. O..Box 1403 Basalt, Colorado 81621 RE: ISDS Permit # 908 -- Dear Don and. Heidi, This letter is in response to the recentsubmittal by Jeffrey Simonson of Schmeuser, Gordon, Meyer, I.nc., concerning revisions to the Individual Sewage Disposal System serving Login Crown Mtn. Estates. The letter amendment and bed cross-section, dated May 24, 1989, shall serve as the design for the sewage disposal. system serving Lot W, Any deviations from this approved design must be reported by the installer to the design engineer and Eagle County Environmental Health. If you have any questions concerning this matter, please call or write. Sincerely, Sid Fox Acting Director, Community Development SNF/ar xc: Edeen Simonson Files Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 1512 Grand Avenue, Suite 212 Glenwood Springs, Colorado 81601 (303) 945-1004 October 5, 1989 Mr. Sid Fox Eagle County Community Development P.O. Box 179 Eagle, CO 81631 �I RE: Barr I. Construction Certification Dear Sid: Per your request, this letter is being written to certify that the con- struction of the Barr ISDS on 0022 Crown Drive in E1 Jebel has been constructed per the plans and specifications as prepared by Schmueser Gordon Meyer, Job 9074. We inspected the construction at two different stages. The first stage of construction inspected was the ISDS at the time of excavation. At that time a percolation test was performed in the poorly -graded gravels located at a depth of approximately four feet below existing grade. The second stage of construction inspected was at the point prior to backf ill . Again, it was apparent that the fill was installed per the Schmueser Gordon Meyer specification and design guidelines. I hope this information serves its intended purpose. questions, please do not hesitate to call. Sincerely, SCHMUESER GORDON MEYER, INC. J Simonson, P.E. JS:lc/9074 If you have any (m �V CT 1989 `-;- 908 Barr LOL _ t:r0wil. rii;«.. ,? Estates 0022 Crown Drive JOB NAME_ 'z(/ 5 � �/ a2 JOB NO. v JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED 0 JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT L01 JOB FOLDER Product 278 �® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed W U.S.A. WELL 7'-6" EASEMENT WELL ELEV=95 0" PROPERTY LINES— 260_99, ---------------------------------- 12'-6" SETBACK—T i OTE. THE NEAREST WELL i i' S 300 TO 400 FEET WAY FROM THE PROPOSED �i EACH FIELD. i' DRIVEWAY / i HOUSE �� A47'-6" EASEMENT 12'— 6" SETBACK ,1 ELEV=94'-9 1/2" /^j /i / �i14/ 25' SETR4CK ELEV=95'—D" SEPTIC TANK 1250 GALLON —EXIST ELE11=94'-1 PROPOSED LEACH FIEl-D (2150 S.F.) i� 12'-6" SETBACK [/— 284. J2' PROPERTY LINES ELEV=97'-4" �_ELEV=92'-10 112" 15' EASEMENT—� Sl TE PEA N 0022 SCALE: 1 "=50'— -- RECEIVED APR 2 7 IM ESE COUNTY COMMUNITY DEVELOPMENT NUM- REVISION DATE BY Job B90, 4A SG'h+MUES'ER CORDON A�/EYER INC. NUM - SYSTEM "°"° br. ✓ss 151? GRAND AVENUE, SUITE BA ISDS CLEalJW000 SPRINGS. COLOR400 g1601 ASPEN. COLORADO (JW) 925-6727 SITE PLDER 4/8 9 OF �.. by: DWG