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Home My WebLink About1003 Pettit Ln - 211108401004INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. Please call for final inspection before covering any portion of installed system. PERMIT NO. 1459 OWNER: Patrick L. & Elizabeth Johnson PHONE: 970-245-6645 MAILINGADDRESS: P.O. BOX 946 city: Gypsum State: CO zip: 81637 APPLICANT: same PHONE: SYSTEM LOCATION: 1003 Mayne Lane TAX PARCEL NUMBER: ?I 1 1-n94-01 —004 LICENSED INSTALLER: Patrick Johnson LICENSENO: 37-95 DESIGN ENGINEER OF SYSTEM: INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1500 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 100 6 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install 1006 SF of absorption area in 4 trenches (3' x84') or 3 trenches (3' x112' ) Install inspection ports at the end of each trench and cleanouts at any tight angles and on the outside of the oun t'on at the beginning of the sewer run. Call before back filli for final inspection ENVIRONMENTAL HEALTH APPROVAL: DATE: CONDITIONS: i 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 CAUSE FOR 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. r U p / INSTALLED ABSORPTION OR DISPERSAL AREA: / 0�� SQUARE FEET. �� 1. O �X-? INSTALLED SEPTIC TANK: ��J ®� GALLON DEGREES s FEET FROM SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY /� %� - YES —NO COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: /� YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL: DATE: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NE LSSARY) APPLICANT I AGENT: RETAIN WITH RECEIPT RECORDS OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # jr (Site Plan MUST be attached) Tc� s 1�.��wx1— G--- ,?,;'ae- S Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) * -PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" P#_T_(ZX_0 r/ 70' PROPERTY OWNER: L. + �L.i� z� ,� 4� Q PHONE: (�) 211S- MAILING ADDRESS: 1,0. BOX 94/4 Y IIct_ln Or) Q 4? 7 APPLICANT/CONTACT PERSON.PHONE: MAILING ADDRESS: LICENSED ISDS CONTRACTOR: COMPANY/DBA: ADDRESS: PHONE: ( *************************************************************************** PERMIT APPLICATION IS FOR: (>q New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # (if known) Legal Description: Subdivision: /4f?"I'M,4ai E- Filing:_Block• Lot No. Tax Parcel Number: �- �-j Lot Size : / ,f0eF Street Address: /0O_3 1n,1 V N4_' L,4AIC BUILDING TYPE: (Check applicable category) (X) Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: ( ) Well ( ) ()6 Public Name (Check applicable category) Spring ( ) Surface of Supplier: Number Number Type _ of Bedrooms 5— of Bedrooms *These systems i/equire design by a Registered Professional Engineer SIGNATURE: Date:��—�� ************************************************************************** TO BE COMPLETE BY THE COUNTY AMOUNT PAID: RECEIPT DATE: CHECK CASHIER: Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 .EAGLE COUNTY, COLORADO September 11, 1995 Patrick and Elizabeth Johnson P.O. Box 946 Gypsum, CO 81637 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit No. 1459-95 Parcel #2111-084-01-004. Property located at: 1003 Mayne Lane, Gypsum, CO. Dear Mr. and Mrs. Johnson, 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 328-8755. Sincerely, j4V'J- Janet Kohl Environmental Health Department ENCL: Information Brochure Final ISDS Permit enclosures COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 DATE: TO: FROM: EAGLE COUNTY, COLORADO May 10, 1995 Patrick Johnson Environmental Health Division 725 CHAMBERS AVE. P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328.7207 RE: Issuance of Individual Sewage Disposal System Permit No. 1459-95, Tax Parcel #2111-084-01-004 Property Location: 1003 Mayne Lane, Gypsum. Enclosed is your ISDS Permit No.. 1459 is valid for 120 days. 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 call our office well in advance for the final inspection. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. 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. If you have any questions, please feel free to contact the Environmental Health Division at 328-8755. cc: files ISDS PERMIT _ PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. { OWNER: LEGAL DESCRIPTION: MAILING ADDRESS: TYPE OF DWELLING: NUMBER OF BEDROOMS TEST HOLES PRE-SOAKED: YES NO TIME Wamry nrvfry 1 2 3 1 2 3 1 2 3 1 23 SOIL PROFIL p' 3 2 2 1, Do ?�I 3' �� ' �S ZO �y • 7 b. 4' ;�, s-IF6 %N !o 5, 10 6' 3Cj 2 2-7 2 3Xy! 3 t %- /O /0 Cb 17' 8 ' 'K X- Dc� 116 qb zj Time to drop last inch PERC RATE: J`"/►f� MINIMUM SEPTIC TANK SIZE: MINIMUM LEACH FIELD SIZE:��j(� COMMENTS: PER(q TE4T DONE 1Y: al h Officer DATE: J / rcyv/. 6 /,56Rs ijLU-21-1VV-1 1`r:SCA FROM STOCKMAN LAND EXCHANGE TO 13032457716 P.02 ENGINEERING DESIGNWORKS, INC. 30965 Moffat Avenue P.O. Box 775729 Steamboat Sprim. Colorado 80477 (303) 879-4890 (303) 9494923 VAX (303) 879-4905 Subsoil Investigation/Foundation Recommendations for proposed home at, 1004 Mayne Lane Gypsum, Colorado October.7, 1993 Sob 0932152s Prepared for: Canny Geschwentner P.00 SOS 1491 Avon, CO 91620 Ltl.-d l-1'jV1 1' (: 5lj t-NUM 51UCKMRN LAND EXCHANGE TO 13032457716 P.03 GENERAL This report presents the results of our geotechnical investigation conducted on the site of the proposed home at 1004 Mayne Lane, Gypsum, Colorado. The investigation was performed to provide sufficient information about the supporting soil mantle to enable a suitable foundation design For the proposed home. The conclusions and recommendations presented herein are based on the data gathered during our site and laboratory investigations and our experience with similar soil conditions. This investigation was conducted in accordance with presAntl.y accepted soils engineering procedures nnnniRtent with the proposed development and no warranty is expressed or implied. FIELD IMSTIGATTON The subsurface soil conditions were explored on september 22, 1993, by one opon toot pit dug With a Case 580E backhoe. See Figure I for the test pit lvc:ation. The below footing soils exposed on site are profiled in Figure 2. Laboratory soil samples were obtained with a Nand Drive Sampler. unconfined penetrometer and shear vane tests were performed during the digging operations. See Figure 2 for unconfined valuea. LABORATORY TESTING Laboratory taRting and analysis included swell consolidation testing performed at the Engineering Designworks laboratory is Steamboat Springs, Co. See Figure 3 for details. PROPOSED CONSTRUCTION Conventionally framed one level home over garden level ba8ement. RECOMMENDATIONS Laboratory tests indicate that the red clayey silts -located in the normal bearing strata approximately 2' to 8' below existing grade are non -expansive. Any conventional foundation bearing an theca soil* should be designed for 170o psf masinum with no minimum soils bearing ppressures. Suggested design at -rant equivalent fluid pressure for backfill: imported gravels = 43 put, on -site ailta - 50 pcf_ Any foundation at this site must be designed and constructed in strict conformance watt the follvwiuy precautions: 1. Foundation grade beams should be designed and reinforced to span an unsupported distance of at least 10 feet. Page 2 Job #93.2152s 10./7/93 r-HUM bIUUKMPNI LHND EXCHANGE TO 13032457716 P,04 2. Inspect excavation for soil uniformity and to confirm typ@s prior to any foundation construction. A1.1 loose or soft pockets of soil within the loaded depth of the footings should be removed and replaced with a well compacted gravel; or the footings extended to lower,more competent soils. 3. compacted fills to be compacted in gn lifts to a minimum of 95% Modified Proctor Density with gravels at a moisture content within 9% of optimum. Properly placed and confined washed rock may be used in lieu of compacted fills when properly vibrated in 24" Maximum lift3. 4. Any fill containing rock should be carefully mixed to avoid nesting and creation of voids. No concrete or fill shall be placed on muddy or frozen ground. 6. Maintain frost depth for footings subject to frost, unless an incuiated or other engineered shallow foundation is employed. 7. Maintain the in -situ moisture content and avoid weathering of the bearing soils at all times before, during and after construction. 8. Provide an adequate undardrain system from the low areas of 'the excavation. Test before and after backfill. Contour the finish grading to divert all surfaco drainage at least 10, away from all sides of the structure. 9. Do not backfill until supporting floor systems or adequate bracing is in place. All exterior backfill to be granular free draining material, capped with 12" of water impermeable (eq. clay) material to divert surface flow. ceoteatile fabric is recommended below the clay layer. significant changes in the proposed structure or subsoil conditions different than those logged in Figure 2 may alter these recommendations and should be brought to the attention of this offices. sincerely, Engine ing Desigaworks, Inc. 1� by: Peter wiegand, Geologist reviewed: ,Taff Sharpe, P.E. Page 3 Job'4932152s 10/7/93, I (='1 I -HUM b I UUKMHNI LHrIIV LXCHHNUL TO 130324577i6 P.05 Flat site F I (IJI RE Test pit #1 (D Proposed new house Va I l ey View Road 100 yards �tJ (Not to scale) -Mayne Lane Vegetation: grass Page 5 Job 0932152s 10/7/93 rKUM 5 I UUKMHN LHNU LXCHHNGE TO 13032457716 P.06 FIGURE 2 TEST PIT 1 a --r-- Top of existing grade i - _]Z / i Topsoil with roots 4 , Slightly damp red clayey silt 3 6 ie #S15 7 1.5 tsf P". Arcmeter T.a tsf Shear vane Slightly dam red 9 ` c i ayey silt w/X% Owes (<i t �) 0 10 1 'v 80ttan of excavation Note: Soil classification by technician judgewt.oniy. No gradations or other c l ass i f icat i on test ings- were performed. 1459-95 JOHNSON .JOB NA 1003 Mayne Lane, Horse Pastur( Gypsum 2111-084-01-004 ,JOB No -ram= JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED ti JOB COST SUMMARY oo�1 ,0 U� f�' f� TOTAL SELLING PRICE i TOTAL MATERIAL J _ k ,� l - 42 �' �i✓`v' — TOTAL LABOR _- INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB (FOLDER Product 278 jRjE�® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER L Printed in U.S.A. Al /Jos