HomeMy WebLinkAbout2233 Lake Creek Rd - 210518102011 - 0195IS - 2222-02ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2221-02 BP NO. 143 80 OWNER: GERRY SPECTOR PHONE: MAILING ADDRESS: P.O. BOX 2342, EDWARDS, CO 81632 APPLICANT: JIM COMERFORD, C & B DEVELOPMENT PHONE: 970-926-8709 SYSTEM LOCATION: 2233 LAKE CREEK RD., EDWARDS, CO TAX PARCEL NO. 2105-181-02-011 LICENSED INSTALLER: VANDERWALKER CONSTRUCTION LICENSE NO. 62-02 PHONE: 970-926-1465 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 6 BEDROOM RESIDENCE, AND THE 1 BEDROOM CARETAKER UNIT 2000 GALLON SEPTIC TANK FOR THE MAIN RESIDENCE, 1000 GALLON SEPTIC TANK FOR THE CARETAKER UNIT. AND A 1000 GALLON ELECTRIC LIFT STATION WITH 2635 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 85 INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN. SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN DATED 9/15/03, AND THE SUPPLEMENTAL LETTER DATED 8/13/02 REGARDING THE PIPE DETAIL FOR THE FIRST TRENCH IN THE LEACH FIELD. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS, ESPECIALLY REGARDING THE IRRIGATION WATER ON THE PROPERTY. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS_ AND DO NOT IN- STALL IN WET WEATHER. DO NOT BACK FILL WITH ANY COBBLES LARGER THAN 8 INCHES IN DIAMETER. ENGINEER'S FINAL CERTIFICATION SHOULD DOCUMENT THE CONNECTIONS OF BOTH SEPTIC TANKS TO THE ELECTRIC LIFT STATION. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: LAURA FAWCETT DATE: AUGUST 13, 2002 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 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 STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 2635 SQUARE FEET (VIA 85 INFILTRATOR UNITS PER DESIGN REVISIONS INSTALLED 2000 GALLON CONCRETE SEPTIC TANK LOCATED 70 DEGREES AND 85 FEET FROM THE 1ST CLEANOUT ON THE E. SIDE OF MAIN HOUSE INSTALLED 1000 GALLON CONCRETE SEPTIC TANK LOCATED 280 DEGREES AND 41 FEET FROM THE 1ST CLEANOUT ON THE W. SIDE OF COTTAGE INSTALLED 1000 GALLON LIFT STATION TANK LOCATED 90 DEGREES AND 73 FEET FROM THE 1000 GALLON TANK FOR THE COTTAGE. COMMENTS: THE FINAL INSPECTIONS WERE DONE BY LAURA FAWCETT OF EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN EN- GINEER ON NOVEMBER 10, 2003. THE ENGINEER'S FINAL CERTIFICATION AND AS BUILT DRAWING WERE RECEIVED ON DECEMBER 10, 2003. THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE A TOTAL OF 7 BEDROOMS. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL t% C/1 A_ �� DATE: DECEMBER 11, 2003 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway.• Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2221-02 BP NO. 143 80 OWNER: GERRY SPECTOR PHONE: MAILING ADDRESS: P.O. BOX 2342, EDWARDS, CO 81632 APPLICANT: JIM COMERFORD, C & B DEVELOPMENT PHONE: 970-926-8709 SYSTEM LOCATION: 2233 LAKE CREEK RD., EDWARDS, CO TAX PARCEL NO. 2105-181-02-011 LICENSED INSTALLER: VANDERWALKER CONSTRUCTION LICENSE NO. 62-02 PHONE: 970-926-1465 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 6 BEDROOM RESIDENCE, AND THE 1 BEDROOM CARETAKER UNIT 2000 GALLON SEPTIC TANK FOR THE MAIN RESIDENCE, 1000 GALLON SEPTIC TANK FOR THE CARETAKER UNIT, AND A 1000 GALLON ELECTRIC LIFT STATION, WITH 1984 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 64 INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN. SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN DATED 7/24/02 AND THE SUPPLEMENTAL LETTER DATED 8/13/02 REGARDING THE PIPE DETAIL FOR THE FIRST TRENCH IN THE LEACH FIELD. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS ESPECIALLY RE- GARDING THE IRRIGATION WATER ON THE PROPERTY. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS, AND DON'T INSTALL IN WET WEATHER. DO NOT BACK FILL WITH ANY COBBLES LARGER THAN 8 INCHES IN DIAMETER. ENGINEER'S FINAL CERTIFICATION SHOULD DOCUMENT THE CONNECTIONS OF BOTH SEPTIC TANKS TO THE ELECTRIC LIFT STATION. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUES- TIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: DATE: AUGUST 13, 2002 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 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 STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET (VIA ) INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET INCHES INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET INCHES INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET INCHES FROM COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: - -- -- ----- Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit #a f ' Building Permit # 14380 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 Eagle (970)328-8755, Fax (970)328-0349, El Jebel (970)927-3823 * FEE SCHEDULE * APPLICATION FEE $350.00 * THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, * SOIL PROFILE OBSERVATION) AND FINAL INSPECTION * ADDITIONAL FEES MAY BE CHARGED IF A REINSPECTION IS NECESSARY, OR A * PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED * REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85.00 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: Gerry Spector MAILING ADDRESS: PO Box 2342, Edwards, CO 81632 P$0NE. 970-926-8709 APPLICANT/CONTACT PERSON: Jim Comerford / C_&B Develop. PHONE: 970-926-8709 LICENSED SYSTEMS CONTRrACTOR �' " �h�PHONE COMPANY/DBA: - ADDRESS: PO Box 2837, Edwards, CO 81632 PERMIT APPLICATION IS FOR: (X) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Lot 5 Block 2 Vtat, LjLl� Tax Parcel Number: rJ _ Lot Size: 4.9712 acres Physical Address: 2233 Lake Creek Road BUILDING TYPE: (Check applicable category) (X) Residential/Single Family Number of Bedrooms { } Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: Chec�k applicable category) ( ) Well ( ) Sp in ( ) Surface (X) Public Na o plier: Lake Creek Metro APPLICANT SIGNATURE: Date:_` AMOUNT PAID: 15 j RECEIPT #: � 3 DATE: CHECK #: _ CASHIER: DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eagle-county.com December 11, 2003 Gerry Spector P.O. Box 2342 Edwards, CO 81632 EAGLE COUNTY RAYMOND P. MERRY, REHS Director RE: Final of ISDS Permit #2221-02, Tax Parcel #2105-181-02-011. Property location: 2233 Lake Creek Rd., Edwards, CO. Dear Mr. Spector: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. :Sincerely, Janet Kohl Eagle County Environmental Health Department ENCL: Educational Brochure Final ISDS Permit cc: files, December 2003 Chrono file OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 Lf\I l 1 Y%A.L I`IGGI-I1 I lu 1111% rwtar- ell LISP Engineering, Inc. CIVII./GBO'i'EMNICAL November 25, 2003 Mr. Jim Comerford C&B Development Company, LLC P.Q. Box 2342 F.dwards, CO 81632 Dear Jim: RE: Inspection of Septic System Installation Lot 5, Lake Creek Subdivision 2233 Lake Creek Road Eagle County, Colorado Projeet No. 02110 - TSDS Permit No. 2221-02 At the request ofTere Nottingham. and Ben DeJulio, on October 17 and November 10, 2003, we visited the construction site on Lot 5, Lake Creek Subdivision, 2233 Lake Creek Road, Eagle County, Colorado. The purpose of our site visits was to inspect the installation of the septic system. They installed the system in overall compliance with the septic system design, Drawing No. 02110SD.DWG, last dated September 15, 2003, as shown on the attached as -built sketch.. They installed two septic tanks. A 2000-gallon, two compartments, a precast, concrete septic tank near the main residence and a 1000-gallon,, two -compartments, a promt, coocrete septic tank for the caretaker cottage. Both tank were connected to a I000-gallort, l.ift station. Cleanouts were .installed between the house and, the septic unk, and the caretaker cottage and the septic tank. Eighty-five, Standard Infiltrator Chambers were installed in five trenches. The first five trenches had sixteen infiltrator each and the sixth trench had -five infiltrators. The infiltrators were connected. with serial distribution, In tlae first and last infiltrator of each trench, inspection ports were to be installed. In the first three infiltrators of the first trench a perforated pipe was suspended from the top of the infiltrators. The pumps were installed and tested by Were Nottingham. If you have any questions, please do not hesitate to call. Sincerely, �0 HE�j LKP IEogineering "i�E1"/ and 2962 Luiza Petrovska, P. ► President lJnclosuxc Y""" cc: Mrs. Laura Fawcett, Eagle County Building Departmeat, fax:. 328-0349 CAWP I Q-LKP102110wimpd P.O. Box 2.$37, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax wf It I-P-PtitGl TI IP Gtr-%! Gil PM Tn - r:nr.I F flit IMTV PHI ) WM31 TI-I oar-=. I xud 6806-9M (00) '191- 83 06-9t6 (OW 'U9188 OD `SbjUADa 'r caI Yaa n•x Ile R r- Co ...q Ul �'I kE s i�2b" 0100 W oa - =31Yo WNWISU )JI1103dS zo-�zzz oov�v r '�Ivnoa 3�OV3 H 13N5 u sum avow MW MWI O&Z 71ng—s OTC NOISAMOrIS X3380 3NV-1 '4 IOl RESIDENCE F- 30 39Vd ONI JNI633NIJN3 dA-1 6S069Z60L6 ZE=Lt E00Z/5Z/tL ISDS PERMIT # �-2 PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HE—ATLH -PHSYSICAL ADDRESS: a LEGAL DESCRIPTION: t�, MAILING ADDRESS, 3 TYPE OF DWELLING: ING. V. s -I- f hlAa4..NUMBER OF BEDROOMS: TEST HOLES PRE-SOAKED: YES_ NO SOIL TIME WATER DEPTH INCHES OF FALL RATE PROFILE Al I mmmmi mil No mmmmmm mmmmm mmmmm Lug, mmmmm mmmmm TIME TO DROP LAST INCH: PERC RATE: MINIMUM LEACH FIELD SIZE:- MINIMUM SEPTIC TANK SIZE: COMMENTS: ENVIRONMENTAL HEALTH SPECIALIST DATE ISDS PERMIT # PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATER •PHSYSICAL ADDRESS: _ LEGAL DESCRIPTION: MAILING ADDRESS: TYPE OF DWELLING: /: NUMBER OF BEDROOMS:1 GUmt TEST HOLES PRE-SOAKED: YES NO SOIL TIME WATER DEPTH INCHES OF FALL RATE PROFILE ny mmmam amm mmmmmommm mmmmmmmmm mmmmmmmmmi'mm mmmmmmmmm TIME TO DROP LAST INCH: PERC RATE: MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: } �_ Av (r �,7 -c2 ENVIRONMENTAL HEALTH SPECIALIST DATE 7 a7 aEngineering, Inc. CTV1,/QjEOMCHCAL August 13, 2002 Ms. Laura Fawcett Eagle County Environmental Health D e.i-. tr,K',gq 4 Via Fax: 328-0349 Dear Laura: L��.� LI Y4.i 111LLi\lI�Y'ri L{YV RE: A supplement to the Sentic System deg% Lot 5, Lake Creek Subdivision' 2233 Lake Creek Lead Eagle County, Colorado, Project No. 02110 HUE. CJl j :..._ The following later is a supplement to the septic system design for the Spector Residence at 2233 Lake Creep Road, Eagle County Colorado. As requested, the effluent line will extend inside the first a infiltrators of the first trench. The pipe inside t11e infiltrators 'will be pie fa ate-d ai. 10 and 2 o'clock, and it will be suspended from the top of the infiltrators. If you have any questions, please do not hesitate to call us. UAA.kuer lye, LP Engineering, Inc_ 7` .fir rYf:.�••, r N� i 7 ruulJ r ,,LZZL,.. , n r President cc: C&B Development., rand delivered. C'•ADQ u-nents and SetNngsNA,dministratw\My Documcnts\Word Pelfect FitesIWP10-LKP102110ECEH.wpd P-O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax ll I - 1 7-,' PPP TI IC RP - 7POM Tn - CODI C (" ! IF -ITV Clkll. ) 1 I4P I TP Dnf--=, - 1 DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO Date: August 13, 2002 TO: Vanderwalker Construction FROM: Environmental Health Division Raymond P. Merry, REHS Director RE: Issuance of Individual Sewage Disposal System Permit #2221-02. Tax Parcel #2105-181-02-011. Property Location: 2233 Lake Creek Rd., Edwards, CO., Spector residence. Enclosed is your ISDS Permit 92221-02, and a field copy of the engineer design stipulated on the permit. It is valid for 120 days, or for the duration of your current building permit for this property. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this department. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County Environmental Health must also view the installation prior to back filling. Please call well in advance for your final inspection. Your TCO will not be issued until our office receives this certification from the engineer, and views the installation. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files LKP Engineering, Luiza Petrovska OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 6 ' r H Hepworth-Pawlak Geotechnical, Inc. ech County Road 154 GlenwG( ortood Springs, Colorado 81601 Plione:970-945-7988 Fax:970-945-8454 hpgeo@hpgeotech.com June 28, 2002 Jerry Spector c/o CMB Development Attn: Jim Comerford P.O. Box 2342 Edwards, Colorado 81632 Job No. 102 405 Subject: Subsoil Study for Foundation Design and Percolation Testing, Proposed Residence Additions and New Foundations for C'nrPtnlrPr unmo �, ,a Barn, Lot 5, Block 2, Lake Creek Meadows, 2233 Lake Creek Road, Eagle County, Colorado Gentleman: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study and percolation testing for foundation and septic disposal designs at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated June 13, 2002. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Evaluation of potential geologic hazard impacts on the site are beyond the scope of this study. Proposed Construction: The proposed residence additions will be one story wood frame construction one a crawlspace and small basement level mechanical area located. on the site as shown on Fig. 1. Ground floors are proposed to be slab -on -grade. Cut d 0, ept s are expected to range between about 4 to 8 feet. The existing garage and barn will be moved, placed on new foundations and remodeled. Foundation loadings for this type of construction are assumed to be relatively, light and typical of the proposed type of construction. Septic disposal systems are proposed to be located at each structure: If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site is located in the valley bottom near Lake Creek. The existing residence is a 2 story wood frame structure. The ground surface in the building areas is relatively flat with a slight slope down to the north. The property is irrigated and used as horse pasture. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating three exploratory pits in the building areas and two profile pits in the septic disposal areas at the approximate locations shown on Fig. 1. The logs of the pits are presented on Fig. 2. The subsoils encountered, below about one foot of topsoil, consist Jerry Spector June 28, 2002 Page 2 of slightly silty to silty sandy gravel with cobbles and boulders. About 2 feet of sandy clay was observed overlying the gravel soils in Pit 3. Results of swell -consolidation testing performed on relatively undisturbed samples of the sandy clay, presented on Fig. 3, indicate moderate to high compressibility under existing moisture conditions and ►ri' ,� light loading. Results of a gradation analysis performed on a sample of sandy gravel (minus 5 inch fraction) obtained from the site are presented on Fig. 4. Free water was observed in the Pit 3 and Profile Pit 2 at the time of excavation and the subsoils in all i pits were moist to very moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural sandy gravel soil designed for an allowable soil bearing pressure of 2,500 psf for support of the proposed additions. Full basement levels will probably encounter groundwater and should be avoided. Sandy clay soils encountered at footing grade should be removed and the excavation extended down to the sandy gravel soil. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils and existing fill encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural gravel soils. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 42 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 45 pcf for the on -site sandy gravel soil as backfill. Floor Slabs: The natural on -site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50 % passing the No. 4 sieve and less than 2 % passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95 % of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on -site soils devoid of vegetation, topsoil and oversized rock. H-P GEOTECH Jerry Spector June 28, 2002 Page 3 Underdrain System: Free water was encountered in Pit 3 during our exploration and it has been our experience that local perched groundwater can develop during times of heavy precipitation or seasonal irrigation or runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1 % to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2 % passing the No. 200 sieve, less than 50 % passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 11/a feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the buildings has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95 % of the maximum standard Proctor density in pavement and slab areas and to at least 90 % of the maximum standard Proctor density in landscape areas. Free -draining wall backfill should be capped with about 2 feet of the on -site, finer graded soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Percolation Testing: Percolation tests were conducted on June 20, 2002 to evaluate the feasibility of an infiltration septic disposal system at the site. Two profile pits and nine percolation holes were dug at the locations shown on Fig. 1. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and were soaked with water one day prior to testing. The soils exposed in the percolation holes are similar to those exposed in the Profile Pits shown on Fig. 2 and consist of topsoil overlying slightly silty to silty sandy gravel with cobbles and boulders. Profile Pit 2 was only 41/a feet deep due to the groundwater encountered. The H-P GEOTECH Jerry Spector June 28, 2002 Page 4 percolation test results are presented in Table 11. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Fig. 1, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on -site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. (---Louis E. Eller Reviewed by: Daniel E. Hardin, P. e - 24443 LEE/ksw '-o�g 7/3k -2--- attachments 3�✓� �s eeeseeee04, cc: Boyle EngineerinN/.,,&iPil H-P GEOTECH APPROXIMATE SCALE 1" = 80, .01 i CREEK IL-AK� EXISTING BARN (TO BE MOVED) aell �L _ J ■ A PROFILE ■ PIT 1 RELOCATEDA ARN P 6 oo� \4 s F� F EXISTING RESIDENCE � � I PIT 2 •:.: P 2 PROPOSED ADDITIONS LAKE CREEK ROAD r-� I I _ __I EXISTING GARAGE. (TO BE MOVED) 0P 7 P 8, (-:PROFILE IT 2 P 9� A PIT 3 RELOCATED GARAGE HEPWRTH—PALAK I LOCT10N OF EXPLRATRY PIT 102 405 I GEOTEOCHNICALWINC. ANDAPERCOLATION OTESTOHOLES S I Egg' PIT 1 PIT 2 PIT 3 PROFILE PIT 1 PROFILE PIT 2 i — 0 0 *-, o. - +4=61 DDSI = 8 O u. =9 O•' _ . J-200=11 _ -200=68 d N 0 1_. 10 10 LEGEND: TOPSOIL; sandy silt and clay, slightly gravelly, organic, soft to firm, slightly moist to very moist, dark brown. CLAY (CL); sandy to very sandy, medium stiff, moist to very moist, brown. i = GRAVEL (GM); sandy, slightly silty to silty, with cobbles and small boulders, dense, moist to very o' 4' moist (wet in Pit 3 and Profile Pit 2), brown. Lq 2" Diameter hand driven liner sample. Disturbed bulk sample. -- Free water level in pit at time of excavating. TPractical digging refusal in cobbles and boulders. NOTES: 1. Exploratory pits were excavated on June 19, 2002 with a trackhoe. 2. Locations of exploratory pits were measured approximately by pacing from features on the site plan provided. 3. Elevations of exploratory pits were not measured and logs of exploratory pits are drawn to depth. 4. The exploratory pit locations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. Water level readings shown on the logs were made at the time and under the conditions indicated. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( %) +4 = Percent retained on No. 4 sieve DD = Dry Density ( pcf ) —200 = Percent passing No. 200 sieve 102 405 1 HEPWORTH—PAWLAK LOGS OF EXPLORATORY PITS Fig. 2 GEOTECHNICAL, INC. 0 1 2 c 0 ca 3 a� L a E 0 U 4 5 6 Moisture Content = 22.8 percent Dry Density = 98 pcf Sample of: Very Sandy Clay From: Pit 3 at 1.5 Feet No movement upon wetting 0.1 1.0 10 100 APPUED PRESSURE — ksf 102 405 HEPWORTH—PAWLAK SWELL CONSOLIDATION TEST RESULTS Fig. 3 GEOTECHNICAL, INC. HEPWORTH-PAWLAK GEOTECHNICAL, INC. GRADATION TEST RESULTS m O J w x LL O } Q D U) a� a� co L ca L C d K H ca ca c oca Y N U) N (B J U N U m > "C3 NCf) O0 t -r— > 21 coN > N > o w w ? _ F- z W Z w a ¢ 0 z to D O U U x F F to Q o Z � J a W W a o d o WJ — J coW F- (7 0 W Z N W U U W ODU O L" a < Z — Z a co co vQi — N z 0 a 0 a cc U J a o cc — co } s r r C 7 ¢ y u co QO W c - Z � J W F cc Z fL M W HW N Z U z o a m Ltd C? U O J J a y a Ll N M HEPWORTH-PAWLAK GEOTECHNICAL, INC. r TABLE II PERCOLATION TEST RESULTS JOB NO. 102 405 pans 1 of '2 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 40 15 water added 6 112 5 1 1 /2 16 9 3/4 7 3/4 2 7 3/4 6 1/2 1 1/4 6 1/2 5 1/2 1 5 1/2 4 1/2 1 4 1/2 3 1/2 1 3 1/2 2 1/2 1 2 1/2 1 3/4 314 P-2 38 - 15 water added water added 9 5 3/4 3 1 /4 8 8 1 /2 6 1 /4 2 1 /4 6 1/4 5112 3/4 5 1/2 4 1/2 1 4 1/2 3 3/4 3/4 9 6 314 3/4 6 3/4 5 1 3/4 5 3 1 /2 1 1 /2 P-3 62 15 water added water added 8 1 7 8 8 1/4 5 3 1/4 5 3 2 3 1 112 1 112 1 1/2 1/4 1 1/4 7 1 /2 5 1 /2 2 5 1/2 3 1/2 2 3 112 1 3/4 1 3/4 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on June 19, 2002. Percolation tests were conducted on June 20, 2002. The average percolation rates are based on the last three readings of each test. HEPWORTH-PAWLAK GEOTECHNICAL, INC. i TABLE Il PERCOLATION TEST RESULTS JOB NO. 102 405 pnno 7 -4 '1 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-4 .52 15 water added water added 9 3 6 9 10 6 1/2 3 1 /2 6 1/2 5 1/4 1 1/4 5 1/4 3 3/4 1 1/2 3 3/4 1 3/4 2 10 8 2 8 6 1/4 1 3/4 6 1/4 5 1/4 1 P-5 .39 15 water added 9 5 1 /2 3112 9 5 1/2 3 1/2 2 3 1/2 2 3/4 3/4 2 3/4 1 3/4 1 1 3/4 1 3/4 10 8 2 8 6 1/4 1 3/4 6 1/4 4 3/4 1 1/2 P-6 37 15 water added 9 7 1 /2 1 1/2 16 7 1/2 5 1/2 2 5 1/2 4 114 1 1/4 4 1/4 3 1/4 1 3 1/4 2 1/4 1 9 8 1 8 7 1 7 6 1 /4 314 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on.June 19, 2002. Percolation tests were conducted on June 20, 2002. The average percolation rates are based on the last three readings of each test. HEPWORTH-PAWLAK GEOTECHNICAL, INC. i TABLE II PERCOLATION TEST RESULTS JOB NO. 102 405 Page 3 of 3 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-7 36 15 water added water added 8 5 3 12 5 4 1/4 3/4 7 5 3/4 1 1/4 5 3/4 5 3/4 5 4 1/2 1/2 9 1/2 8 1 1/2 8 6 3/4 1 1/4 6314 5 3/4 1 P-8 46 - 15 6 3/4 6 3/4 Note: P8 was flooded with irrigation water prior to the test 60 6 6 0 6 6 0 6 5 3/4 1/4 5 3/4 5 1/2 1/4 51)2 51/4 1/4 5 1 /4 5 1/4 P-9 36 15 water added water added 6 3/4 5 1/2 1 114 15 5 1/2 4 314 3/4 8 7 1 7 6 1 6 5 1 8 3/4 7 3/4 1 7 3/4 6 3/4 1 6 3/4 5 3/4 1 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on June 19, 2002. Percolation tests were conducted on -June 20, 2002. The average percolation rates are based on the last three readings of each test. 3 JLa� -e � � � C� /� R tvA? T� - - - - - - ----- r PC T - N; [ e a, Tank Katerfel Tank 1>s .�.lZ....-- 9� - � , k -� o��a (� ��from sank is located Wit- and-no` TWk is located Wi t- and _degrees Tank set l rel . ",_Tank lids Wi 6R f fin as�ea grate - ? • units �_ lineal ft- _A Si$e of field TecbnologY 5_ Cleanaut is installed in between tank and • Mouse it 1/=0*tt) �. S Tts ze is a '!Ta th&t gosts. -down -' .-fiches in the inlet apd: o�st*let of the tank: c? I ;mat ..: ''a may, La•"iijjf'' � � �s��� ! 'y' \ nP �����.:�� ;� _ LJvL L.uSpeC.[!Gv �p _ 1 C$' snd at '�'► Motif of f ieid-: 'o1 interlace raked. - Inspection portals at .the. _end of each trench iF' k o i tance to setbacks - roFft r. �" Pro'Perly install as per. mataufactuer$ sp+eif, itlon$ _ fCba�nbers latebed.. end plates .prarlY installed. roct¢s wedc fra d�}�e��s l c h Z * tj-IM ii� I etC . / J 0Ic !S IN d Type,of pipe used for bullding sender I � ieRRch f$e Other ( r ��.� • 2E .iC � � 5 � E C� ! p t.' y 2 V v 1 �' Q� 1 CJ JOa"j N � �nspsetion marts r _ L J uLL✓SGI�ICot, caw fora to installers s fils if rseomendstious for iepronreeeat u� mmuggested- NMON TAICM: a o N a C n v Q R v P S o G F' V 8 v 4 u .�„� j �� [ as i,e,w5 �" �•�� �`,�s L,� � S'ra�. caN b�.. �oca./�VV�e� 1ryhyJ� { , (A v� -i- i c`�• - i s etbaa]eB 5 i u 3 ; f\ "? d; v a well -potable House Property Lake Dry Tame Draw ter L-nes lia Y 100 25 20 10 50 25 10 10 r Againk 50 Z.0 5 :� c S 10 y� s r o V4- N* 10 Ya ``�hsec�fa 017 doev�au�s `�"nn(� (lQr�.y� C-re YG'- 4."`(' �%f`•L .". �.Ci N- N-t9-4 ..:: C, L SO-4'�`�•:f.pN y+G �C... 9 LA{N ^(a k O G vn Q N 14 { v✓ o r ✓o cA 4 1P 41J ` E*GT39- COUNTY—MW; P.O. BOX 179 81631 CAU:IAATW er MOV v I 4-2 4-4- T T- T 4�- All f `7 -7 F4 f . . .. ....... t ... ....... . J .. .. ...... . .. ....... ................ ....... .... ------- -- .. . ...... ... ....... .... ....... .. . ....... . . ... ........ .. . . ..... . ........... ..... ... . ........ . ..... ..... ... . .... ....... ....... .. ..... ............ ........ ... ... ...... . .... ..... . . ........... ..... ......... PRODUCItoy 1 ISbOvSkeemi 24 lVa" ®&kK.GOMMal 0101 120rowPHDUE MLL WE l4wrls-6'ND �zaa t-a ►u►-,-o r�.+r.■..7 staaaae■ stirs - -- — M e k is i o t a JA UU a9a. rank Material 8 + Tankt. Si d Z: is lOaated sank is located degreas f - Tank set level. Tank 2i Within am of f{n; sbwet grade. 3l?o�j Size of fiel eft' units lineal ft_ TechnolOw - A t eaaaut is led is between tank and • house (;- 1/ZOvtt). -T re iat aL i!Tw that g ..dOWa .14 3 gibes in the inlet ak;* ;.Qtlet of the tanks . - - _ ,met. aft . cnstet fs eE#:tth t .tsp th lei. . Y 3F i'�tfi/h� siYli4..: {S Otip YCictM., }A bous .."..��- fleigth of field: ft_ .A'1rti Sa1 interf aee raked. _LA Inspections portala at .the` , end of each trench.. '/t a prc %mr distance to sstba cks _ + ✓J bm"dMrs properly instaal.ed as per.:, mamufactuzT apecif.l CwtUMS (Cbaubers latched, end''plates .properly installed. roc cis „end fro trenches, etc.} ✓;�J % Type of pipe used for building sewer line 5Ck 40 Leach fie:. D/z IUA other -. =nspwcticM nests Calvy fora to iastallfr� s Ells if recosaead"LOUS for ne . �s bested. KMONTAKLW: -TA L.'aS ' �v a `� b e, � c c v ,., e . �e � b e c c•� s ¢. Y' f sz c S -` Zc,nC3iedn✓Gz- aS r.+o1e-C\e 4,O predo �oGv.-ev.1�:�r� N cfi rsser'1, " Be,tbacks Well Potable douse Property Lake Dry Tank Dwain Wate� Lines line Stream, _ GulchFi - d 100 25 20 10 50 25 10 10 50 10 5- 1D 50 10 * 10 t Nt a I vi c0 5� 1 V� S I p c 1v,N PJ G`,/i .J 'Q' G7 N `q \!UJ cL ^' r-N IC) V% S /1e0 coLje Vr a�s�sb�ly -- -Realm P.O. 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R �:. ��� ,, N % r ,, � � � ' `i��S� +,'�� � 1, ,�"N r , r 4 � '�• ' . , 1 61 *j � f � � '� _ , '� '.fit; � : •,�� 2. , ' At -4f rj • • �.. fit. 1 � •y � � . � x� ti f` ` � •� I ' ;. , fir, ,� • .�, .�• ��/ !�!� IQ . At CA) 40 N r, � •, � .'1 �+�,�� •"r',�� �.�`' .+1 ' s V' "F7i'F'f S j�j�J �. ;a Y,ig Q d— It CI Awe>• ,�,�v it (/�� '/� "f" h ` •; � M, V, ; IT:!, , . jk.* �l VA APA, ;l VIA &I F. 7 r.,Y; �i l t lr• i' � 1 ?�r�a� 1 Irl�.•!'i. �!1 1 � ,: s r r• ! 4 i�. �� "A � It �a*� ,tr ��. ;r,�-f. �f ' ti'{' • � III , ,4 40 lva rA� .� :V.:f � f a,rl1'� 1� t�� `t 1 y,,ti.,F �� I I I � •� ' ` +7 y •'�, •� t 1 �i�`` � 1' �n sty ' cat � . ter';; �1�' •i� r :� '1�:' =it. , •`'... <' 1•` t' I rf a3� • � 1F V ;�I� r N� ww ^ 4I I P=4i' -- .0 r -, 'A" 'y JA 0 wj 2221-02 Tax #2105-181-02-011 SPECTOR JOB NAME: - 0115-Lot 5 Block 2 Lake Creek Meadow Lot #5, Block 2, Lake Creek Meadows BRITTON 2233 Lake Ccreek Rd. Edwards, CO JOB NO. , I ` W A Q 1 ^I ATI^M b i v- BILL TO DATE STARTED DATE COMPLETED DATE BILLED r.✓' 1� ^J' Ctii/ I �V / ^ ',J crA Jai r��:,Q I /o-(-V t Lr/cgji/ 7 �� �1 G JOB COST SUMMARY c&u, TOTAL SELLING PRICE ' i w 10 ri TOTAL MATERIAL r i5� _ `_ S TOTAL LABOR Zjrj INSURANCE t z I SALES TAX Isrf f jl r c 10 .> , �I 4& IL rz. . MISC. COSTS f TOTAL JOB COST GROSS PROFIT IL q ` �, 2 G LESS OVERHEAD COSTS % OF SELLING PRICE 03 La�LL�- Q- Lf GG G 1 z r ET F JOB FOLDER Product 278 �@ NEW ENGLAND BUSINESS SER & INC GROTON, MASS, 01471 Imo--- --4 — — �--- JOB FOLDER V Printed in U.S.A. c� 10--1 7 03 - e,-,r (=,r� A- �,�' � S �a�tnn�. �� Sot PAI) , Sr,, S b C $ e yz LV°`.cS N e c -1 (a N sti C J V � M P � u t r -Q 4-m-A Lvc3-- 5eyS 1�S��,tLea �ut pk,4o's TNen �lSo wcS nraf�� b� FCCH cr p � c -t� i crvl � 7 � C LA L{ 1� )^ Y S i t1 at V�rIM 4;��t.��tY ptcV. �1cL I, dr�cti6Q pfe4V, cG\1e� �oJ` Cure�F ofi�tict; Ll� b� �'tac�� /�/lv �or�er, 4��; C�re�4�cer v4" -f&1v tiitie. c- ryes o& Care �a ke-r wtis �Q�bQ0_ dtS �kce +a ...)Cu3 p(«��rJo-'A Wc1¢cFcor=V� ,f•i� t, tr N�. r S T e � u e S �- - __�- - �<<; -.r Gt-Ftt e _ __ � c , _. - .. -_ - � � 1 � �©�D � ��f" �`�'C, V V ` XX (�---�(�-�-�' ! lZh�� wv1W..�+d -� XtX/� � •l�-c2Q. V`�-CJ2.� � � Y' % o � � �'- � a l 03 D 40 ��/ 3 EAGLr_'COUNTY DEPARTMENT OF ENVIRC_jENTAL HEALTH , Box 811 6th & Broadway v Eagle, Colorado 81631 PERMIT N® 115 (this does not constitute • a building or use permit) B. J. and Cheryl Britton Owner X1WMX§W= System Location Lake Creek Meadows - Lot # 5 - Block # 2 Licensed Contractor Jim Kemp * Conditional Construction approval is hereby granted fora 1, 000 gallon X Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Pere rate 1 inches in 20 minutes 250 sq. ft. absorption area per bedroom _ # of bedrooms 3 x 250 sq. ft. minimum requirement May we suggest 750 sq. ft. of drainage field. Date Inspector FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to covering any part. Septic Tank cleanout to within 12" of final grade or aerated access ports above grade. Proper materials and assembly. Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. Adequate compliance with County and State regulations/requirements. Date Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE * CONDITIONS: 1. All .installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614, CRS 1973 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 of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.24 requires 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 con- tained in the application of permit commits a Class I, Petty Offense ($500.00 fine 6 months in jail or both. ..........................................................................................................................., CHARGES Percolation Test $50.00 (includes final inspection) Permit Processing Fee $25.00 Check (no cash) Money Order P ermit N O 115 Name of Applicant B.J. & Cheryl Britton Amount Paid $c75.00 Date Paid 7-27-76 Cashier Hv ALL CHECKS ARE TO BE MADE PAYABLE TO EAGLE COUNTY Eagle Cty. — White Copy Applicant — Green Copy Dept. — Pinx Copy •- ENVIRONMENTAL HEALTh P.O. BOX 811 PERMIT NO. EAGLE, COLORADO 81631 PERMIT FEE $25.00 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT No 303 Name of Owner: C— S:\!E2Q M 2QST CQW > Phone: �=O`n - ��J �j Address of Owner: �r S�� ��01- N � � Q,� Is facility within boundaries of a city/town or sanitation district? Q . Distance to nearest sewer system: \,3 Location of Proposed System: Legal Discription: Type of Structure: Single Family Dwelling ( Other: No. Bedrooms Water Supply: Private Well Location: Distance 'From leach field: Size of Lot: Public Water Supply: An appropriate plat plan must accompany site inspection for this application showing required information. (See attached sheet.) The individual sewage disposal system will be constructed and installed in accordance with the regulations governing individual sewage systems within Eagle County, and shall comply with House Bill 1553 CRS 66-14, 1973. Payment shall be made to the Eagle County Treasurer. Permit, upon approval of this application, may be obtained at the Eagle County sanitarian's office. Appointment for final inspection must be made prior to construction by contacting the inspecting sanitarian. [Phone 328-7718 between 8:30 and 9:00 AM.] Refer to permit number. No approval will be given on any system without final inspection. Name, address, and telephone of person responsible for design of system: The undersigned acknowledges that the above information is true and that false information will invalidate the application or subsequent permit. SIGNATURE OF APPLICANT: at (This application becom ' valid 6 m�ths�romabaveda�te) HEALTH DEPARTMENT USE ONLY 1� �f. Percolation Information: Permit No. Tank Capacity: f gal. (minimum) Fee Receipt- Absorption Area: '7s<i Sq. ft. (minimum) File: REMARKS: APPLICATION IS: APPROVED ( ) DENIED ( ) The above individual sewage disposal system was installed by AND HAS BEEN INSPECTED AND APPROVED BY A REPRESENTATIVE OF THE EAGLE COUNTY HEALTH DEPT. Date: 9"�9 �� Sanitarian: � -_� CDLORADO DEPARTMENT OF HEALTH-, ACCO TIONS~INSP[CTIDN REPDRZ�L}/` lam ---" Category Nn.__~�___~__ .ocation— Zip 3wner Address Zip )perator---- Address Zip �n inspection of the above noted facilllt�'o� this date reveals the vialations and deficiencies listed below which you are hereby ordered to correct: 1-21 Date Received By Inspected By Score ' ES:MFO:57 (G-?G-lO) ' s t v EAGLE COUNTY. ENVIRONMENTAL HEALTH INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ROUTE SLIP Name Date Re err ` �� w�Qcc � ,lf 2 �7P� �ow5 Location Please review the attached application and return it and this completed form to the Environmental I3ealth office within 6 working days. Planning: File Number Yes No Reviewed By Date Complies with: Subdivision Regulations Zoning Regulations Recommend Approval Comments: County Engineer: Roads Grading: Drainage Recommend Approval i,L r. /2-----%�'�S✓� Comments: If Building Department: Set Backs Site Access Other Recommend Approval A , Comments: oil = =-- GROSS NET Dl RCE MddfT KXUME VLCl1A/E - P 7ANK/LO f050 CAL 900 frAL = 17. 2s mr: - er rertrcw Ind w-= - - � limited: to 45 degrees,-,. t) tjj al Fire tank shot/have removable covers or manholes to cleaning F _= rrrspecian and -- - _ 'N q;�C €LI s. The harezorrtal disfonce from srdewa!! to sidewaf! between - 4 -_ - _ 'ti) - feet. and sidewafls _of = the =trenches` es. -- ?ambers in the trenctres according _to the marzufacturers Pipe,, suspended from tha top" of -the rn;YtrotyM in the -: - - 2n-site soil for proper supporf of T2 inches- of tamped _sod cover_ CD 00 and tegulations of the Eagle _Count}F Environmental `Healttk _ _- osat Sys temp inspected , by the Eagle Caun fr En vrronmen taf Health - - rear- to baekfillrng Ca t w - WOa -' f� -100Q GALLON COIYCTE SEPT7` T'AlYI� p - - t3_C14 TOP . VIES o - STATION _ o _ r -4 - T -= - _ a: NEr- -__ DSCMAR(E --HVCHr IAxUM _ _ lrottlRlf PMC?CZF rANK/L® IOW C,41-.' = 9 %At: _ `_ = "-62 g2 ofYl�YKaf 5 L _ - - - _