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Home My WebLink About300 Spring Park Ct - 239115201005INDIVIDUAL 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. 2207-02 BP NO. 14326 OWNER: HARRY AND JERRI MAYER PHONE: 970-927-8408 MAILING ADDRESS: 275 RIVERSIDE DRIVE, BASALT, CO 81621 APPLICANT: SAME PHONE: SYSTEM LOCATION: BARN AT 0300 SPRING PARK MEADOWS, CARBONDALE, CO TAX PARCEL NO. 2391-152-01-005 LICENSED INSTALLER: ASPEN EARTHMOVING, RICK STEVENS LICENSE NO. 20-02 PHONE: 970-963-0377 DESIGN ENGINEER: NELSON ENVIRONMENTAL WASTEWATER SOLUTIONS, BOB NELSON PHONE NO. 970-923-3289 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE BARN BATHROOM 1000 GALLON SEPTIC TANK, 186 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 6 INFILTRATOR UNITS SPECIAL INSTRUCTIONS: INSTALL IN SERIAL DISTRIBUTION IN 2 TRENCHES WITH 3 UNITS PER TRENCH, WITH A CLEAN -OUT BETWEEN THE TANK AND THE BARN AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS ESPECIALLY THE 20 FEET SET BACK FROM THE BARN TO THE LEACH FIELD, AND FENCE OFF THE LEACH FIELD TO PREVENT LIVESTOCK FROM GRAZING OVER IT. CALL EAGLE COUNTY ENV- IRONMENTAL HEALTH 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 APPROV DATE: JULY 24, 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: 186 SQUARE FEET (VIA 6 INFILTRATOR UNITS ) INSTALLED CONCRETE SEPTIC TANK: 1000 GALLONS IS LOCATED 40 DEGREES AND 23 FEET L INCHES FROM THE CLEAN —OUT ON THE SOUTH SIDE OF THE BARN COMMENTS: ON OCTOBER 25, 2002. THIS SYSTEM IS ONLY LARGE ENOUGH TO ACCOMMODATE THE BATHROOM IN THE BARN AND NOT INTENDED FOR ADDITIONAL RESIDENTIAL USE. 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 /, /wit_ j�, l �, �,•r��' DATE: OCTOBER 30, 2002 _i-2001 10:23A FROM:EAGLE COUNTY ENV HER 9703288788 TO:919709632396 P:1/5 ,,complete Applications Will NOT Be Accepted Site Plan MUST be attached) ISDS Permit # w2-.)-U 7 - 6 Building Permit # N -1aL40 - 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: r N/ J- r i ) MAILING ADDRESS: PHONE: g27 9-1 D $ APPLICANT/CONTACT PERSON: r / PHONE: qzq ?Ljoe LICENSED SYSTEMS CONTRACTOR: �SO►1 PHONE: 9 13 32, COMPANY/DBA : ►jj qv► Chy i rdh an✓ d ADDRESS: L `cx 6 %6 4 61 IS Oo, s wm ✓ 5-6 ) u k t a��s 1i c� �n s� m) ck I cc PERMIT APPLICATION IS FOR: � NEW INSTALLATION ( ) ALTERATION ( ) REP R LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Tax Parcel Number: Physical Address: 630 S BUILDING TYPE: (Check applicable category) ( ) Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* Lot Size: 3 ��- .,LJ,r L (,,n r;162.3 Number of Bedrooms Number of Bedr oms Type t3 it r ZA q *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: ( ) Well ( ) (7q Public Name APPLICANT SIGNATURE: (Check applicable category) Spring ( ) Surface ofISupplier: v n Par Date: AMOUNT PAID: 3 RECEIPT #: DATE: CHECK #: CASHIER: 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 October 30, 2002 Raymond P. Merry, REHS Director Harry and Jerri Mayer 275 Riverside Drive Basalt, CO 81621 RE: Final of ISDS Permit#2207-02, Tax Parcel #2391-152-01-005. Property location: 300 spring Park Meadow, Carbondale, CO. Dear Mr. & Mrs. Mayer: 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: Informational Brochure Final ISDS Permit cc: files OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 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: July 24, 2002 TO: Aspen Earthmoving FROM: Environmental Health Division Raymond P. Merry, REHS Director RE: Issuance of Individual Sewage Disposal System Permit #2207-02, Tax Parcel #2391-152-01-005. Property Location: 0300 Spring Park Court, Carbondale, CO Mayer barn. Enclosed is your ISDS Permit #2207-02. It 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. If you have not been contracted to install this system please contact Eagle County Environmental Health. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection. Also, please note any special conditions which may have been placed on the permit. Do not back fill any part of the installation until it has been inspected. If all items are not completed, a reinspection fee of $47.00 must be paid before a reinspection is made. Please call our office well in advance to allow for scheduling of final inspection. Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. 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 Enclosures: ISDS Permit # 2207-02; ISDS Final Inspection Completeness Form OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 - yam. mac. tea. Vt _ t V-74.]-41Q0 DUD I4GL.0UI4, I4CR-D, L. I L+ 1-14L7C UZ 1 Nelson Environmenw & Wastewater SohWorss, Ltd E June 4, 2002 W S Mr. Harry Mayer HMC, Inc. 23300 Two Rivers Road Basalt, CO 81623 Subject: Site Evaluation and Percolation Test for Individual Sewage System on a 35 - acre Parcel of Land in the Spring Park Meadows Subdivision (Lot 6) Dear Harry, As requested, Nelson Environmental and Wastewater Solutions, Ltd., performed a soils study and percolation test on the subject property to determine a septic system for the barn and small second -story storage and work area on this property. We conducted this study according to Section 4.05.01 through 4.05.04 of Eagle County Individual Sewage Disposal System Regulation on May 9 and June 3, 2002. We have based our recommendations on the subsurface conditions encountered. Please furnish this letter to the Eagle County Environmental Health Department at your earliest opportunity, so that the permit to construct this sewage system may be issued. Proposed Construction: The proposed building is a barn and the second floor is 2dmarily for storage and has a small office. There is only one bathroom without a shower or tub in the first floor barn. There may be many days when the plumbing is not used at all. Average daily wastewater flows are expected to be less than one hundred aaligns per day. In addition, plans have been made to divert the drainage and floor, roof and storm drains to a separate drywell. Site Conditions: This site is in Missouri Heights. The portion of the site used for the garage is a flat area and will be covered with the proposed building footprint and mostly paved parking area. The property slopes gently up to the east, and there is a rough driveway in to the main building site to be developed later. The total lot is approximately 35 acre in size. This building is to be supplied water from the existing community wells with water lines already to the property. Subsurface Conditions: A soil profile pit, within an area considered suitable for an on -site wastewater disposal system was excavated and no groundwater or evidence of groundwater was encountered in the excavation. Solis consisted of forty-two inches of clay loam topsoil, P.O. Box 6962 Snowmass Village, CO $1615 Office (970) 923.3289 Home & Fax (970) 923.2766 i 06l1112002 23:01 970-923-2766 BOB NELSON, NEWS,LTD PAGE 03 followed by t�.t Id0=h"_Qf dish brown cla subsoil and then a sandy silt and small basalt rocks to the bottom of the exnloratanr-excavation at eiaht and one-half feet. The subsurface soil conditions were evaluated with the standard percolation test procedures at the approximate location shown on Figure 1. The subsoil, in which the percolation testing was done, consisted of a clay loam topsoil to annrr+Y4mately three feet. A small amount of gravel was placed in the bottom of each of the test holes. Percolation testing was performed in the proposed absorption area location. The percolation holes were pre-soaked beginning morning before testing. Water was added to the test holes at regular intervals of approximately one hour throughout the day. An estimated total of twenty to thirty gallons were added to each of the test holes the day that the test was conducted. The results of the percolation testing are presented in Tam ble I. These results indicate the subsoil in the area of the absorption trenches has an average ercolation rate of ten minutes per inch. The soil conditions encountered are considered acceptable for conventiona on -site sewage system construction typically used in this area. Limitations: This report has been prepared according to generally accepted practices in this area for use for sewage disposal design purposes. The conclusions and recommendations submitted in this report are based upon data obtained from our site visits at the location indicated. There is some possibility that the nature and extent of variations in the subsurface soils across the site may not have been evident at the time of this investigation, and may need additional evaluation if further excavation reveals conditions different from those described. This office should be advised of any unusual situations as soon as possible so that we may reevaluate our recommendations. If you have questions or If we may be of further assistance, please call the office. Since%ly, Robert F. Nelson, E.H.S. President 2 170I llI ZkOUL Ld: Jl 'y!b-yUJ-Z Ibb BU6 NU-bUN. NLWb, L 1 V I'AUL J4 Nelson Environmental & Wastewater Solutions, Ltd E W TABLE I `s PERCOLATION TEST RESULT FORM Hole Length Depth at fixed reference Depth at Drop in Average Hole Depth of Interval Start of Interval End of Interval Water Level Percolation No. (in.) (Minutes) (Inches) (Inches) (Inches) hate (Min -Arch) 1 34 10 11 3/16 9 2 3/16 10 9 71/8 17/8 10 7 1/8 6 3/4 3/8 Refill 10 9 3/4 8/18 1 5/8 10 8 118 7 3/8 3/4 10 7 3i8 6 3/8 1 10 3 37 10 8 7i8 6 118 1 3/4 10 6 118 4112 1 3/8 10 4 1/2 3 3/8 1 1/8 Refill 10 10 1/4" 6 5/8 3 5/8 10 6 5/9 5 1 5/8 10 5 39116 1 7/16 7 4 33 10 7 518 5 3/4 1 7/8 10 5 3/4 4 11/16 1 1/16 10 4 11/16 3 7/8 13/16 Refill 10 9 7/8* 6 3/4 3 1/8 10 6 3/4 5 114 1 1/2 10 5 112 4 9/16 15116 11 *Note: Overfilled when water added during percolation test measurements Harry Mayer Property Spring Park Meadows Subdivision Spring Park Court Date of Percolation Test: 05/09/02 1, P.O. Box 6961 Snowmass Village, CO 81615 Oftice (970) 923.3289 Home & Fax (970) 923*2766 1 i � � 1 50 39vd Gi7'SM3N `NOS13N 909 99LZ—EZ6-0L6 ZO:EZ Z00Z/tt190 06i17l2002 01:31 970-923-2766 BOB NELSON, NEWS,LTD PAGE 02 00 Ilk p a 9735 NPi I SDs permit # C� 2 Date ! � ,2 .S (I TES Filial Inaoac^ lion C�leteneas Form - __ Tank is C� D gal. Tank Material C-6 /tJ C, i /yrr d Tank is located ft. and degrees from r S 1,0 S p Q C, - C.o /1 P �' r tpssrbdt IWd=ZW Tank is located ft. and degrees f Tank set level. Tank lids within 6" of finished grade. Size of field �' ft2 units lineal ft. Technology VN t C--Vo 0 e., cleanout is installed is between tank and house(+ 1/100ft)_ \ S There is a "T" that goes down 14 inches in the inlet and outlet kof `the tank. Inlet and outlet is sealed with tar• -.tape, rubber gasket etc. `( e,S 'k rtpcnra;tsent closest to the L house _ :• made di.-staace and relative direp4: atz _ to e} 1. iJ v ti 21C? Depth of field. ft _ L' Soil interface raked. -. Inspection portals at the end of each trench - proper distance to setbacks_ nr(PS' chambers properly installed as per manufacturer$ specifications. —C(Chambers latched, end plates properly installed, rocks temoved from trenches, etc.) Type of pipe used for building sewer leach fieldv kl t,, -� Other Inspection meets reauir8 . l� l� c f ` Copy form to installer's file if reeoam .ndations for improvement were suggested. ACTION TAKEN C. 0 or- (L �-' 1�'J �- � -�-� �C S Q c. ( Setbacks Well Potable Water Lines Souse Property Lake line Stream Dry Guls;h Tank Drain 00 050 All - 25 I0 10-� Fuld 5S 20S 10 50 10 5 IQ 50 10 * 10 - .T --Ei+ ; ifEIkL-m P.O. SOX 179 EAGLE, CO 81631 rob SHEET NO. - CALCULATED BY DATE CHECKED BY DATE v PROOUCIWI 131ngh Sf—m)ZOr1 lPaAM®®vkK.. Ciro , Mus. 01471. To Oidx PHDNE TOIL FREE I -BU M-6709 2207-02 Tax #2391-152-01-005 JOB NAME_ Lot #6, Spring Park Meadows MAYER Barn, 0300 Spring Park Court, Carbondale JOB NO , f �� MCATIAN BILL TO DATE STARTED DATE COMPLETED DATE BILLED c-t0 .-et7 "14?/ DNS 41-- 0- T % Sc. /L GCv. %0 01I . k� �r-fiz / 41T�%' s GJd' V 6 G O F7 SGt Y 1 (!"Y� i� i t Q J S () 0 (,.! lli.-_ �}'V ✓�`'"�-� f Ti G / c+---t� / `--' Kj Lf' O U �(' F� .Sz"v- '1 a L ✓�J0. k� �7/� �C�1�-c� �"`' ` I" T d�oc i a 7��^ �s o sz-•-,'' vS TYwk� ��(� a s� �� s �s �. ! � as .-�� ,�� -� ��u�� • �!1 � ��.�,/ " = JOB COST SUMMARY I�L qlk) . �✓ TOTAL SELLING PRICE TOTAL MATERIAL Z �o 4 ICE CTe tJcl vC, 'fir � v� ��?c, TOTAL LABOR )Vti u r S t 1^ ,' c r �ti I.. - e F V\ l v, c 1 c S INSURANCE v �.s 1 i 'c- Cc7v0o- SALES TAX MISC. COSTS i TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 /tk 6ye-9- l t ` P7--O2. Thyk N t (e, r q JOB FOLDER -;L z . 6'1- 0Z Printed In U.S.A.