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HomeMy WebLinkAbout15575 Frying Pan Rd - 247106400020INDIVIDUAL 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. 1911-99 BP NO. OWNER: STEPHANIE COSTELLO PHONE: 970-925-7602 MAILING ADDRESS: 328 OAK LANE, ASPEN, CO 81611 APPLICANT: SAME PHONE: SYSTEM LOCATION:_ 16250 FRYING PAN RD., BASALT, CO TAX PARCEL NO. 2471-064-00-020 LICENSED INSTALLER: ASPEN EARTHMOVING, RICK STEVENS LICENSE NO. 18-99 PHONE: 970-963 0377 DESIGN ENGINEER: HP GEOTECH, SOILS ANALYSIS PHONE NO. 970-945-7988 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 5 BEDROOM RESIDENCE. 1500 GALLON 2-COMPARTMENT SEPTIC TANK 1406 SQUARE FEET OF ABSORPTION AREA, IF CHAMBERED UNITS ARE USED 46 ARE REQUIRED. SPECIAL REQUIREMENTS: INSTALL IN SERIAL DISTRIBUTION IN TRENCHES WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE AND IN- SPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS AND DO NOT INSTALL IN WET WEA- THER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH PRIOR TO BACK FILLING ANY PORTION OF THE INSTALLATION OR WITH ANY QUES- TIONS REGARDING THE INSTALLATION. BUILDING TEMPORARY CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS RECEIVED FINAL APPROVAL. ( �% ENVIRONMENTAL HEALTH APPROVAL: DATE: SEPTEMBER 22, 1999 r 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: 1426 SQUAREFEET(VIA_ 46 STANDARD INFILTRATOR i1NITS ) INSTALLED CONCRETE SEPTIC TANK:1500 GALLONS IS LOCATED 180 DEGREESAND 1no FEET INCHES FROM THE NEAREST CLEANOUT FROM THE TANK (FARTHEST FROM THE HOUSE) COMMENTS:_ FINAL INSPECTION DONE BY RAYMOND MERRY ON 12/8/99. HOUSE WAS NOT BUILT AT THE TIME OF THE INSPECTION. WE WILL NEED VERIFICATION OF THE CONNECTION TO THE HOUSE WHEN IT IS COMPLETED. ANY ITEM NOT MEETING REQUIREMENTS WILL BE C ECTED BEF E F NA OVA F SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: DECEMBER 28, 1999 ,Incomplete Applications Will *NOT Be Accepted (Site Plan MUST be attached) I SDS Permit # ! I I Building Permit # AP_PLICA_TION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE..- EAGLE COUNTY P. 0. 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" PROPERTY OWNER: S16--P��Nlc MAILING ADDRESS: _ Sag OAK LANZ- _ PHONE: �j7o 9a57� APPLICANT/CONTACT PERSON: SCAM JE PHONE: LICENSED SYSTEMS CONTRACTOR: .(v�Qf f.► 5A??t4 Mcw INS PHONE: '770"163037• COMPANY/DBA: Pk6--;:r--,j FAeTAr1w),t-�0 ADDRESS: IiS NUus-Te-tn f czZN)CIDAU, PERMIT APPLICATION IS FOR: ('() NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: r�� o Legal Description: S • -; '/S �. � scc. Tax Parcel Number: �Sc v-lL At AS3 d y'? '0-04-00 -o f fro Physical Address: 1(0a40 ALu im,- ,• BUILDING TYPE: (Check applicable category) j) Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: Lot Size: Number of Bedrooms Numbe of Bedrooms Type s)Qxj-�tt- *These systems reauire design b-,,r a Re,-7 stered Professional ti2er SIGNATURE. s Date: AMOUNT PAID.- RECEIPT #: : DATE: CHECK #: CASHIER Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY. COLORADO DATE: September 22, 1999 TO: Aspen Earthmoving Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit #1911-99, Tax Parcel #2471-064-00-020. Property Location: 16250 Frying Pan Rd., Baasalt, CO., Costello residence. Enclosed is your ISDS Permit No. 1911-99. 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. 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 $42.50 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 # 1911-99; ISDS Final Inspection Completeness Form Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com December 28, 1999 Stephanie Costello 328 Oak Lane Aspen, CO 81611 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado al631-0179 RE: Final of ISDS Permit #1911-98, Tax Parcel #2471-064-00-020. Property location: 16250 Frying Pan Rd., Basalt, CO. Dear Ms. Costello: 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 Environmental Health Department Eagle County Community Development ENCL: Informational Brochure . Final ISDS Permit cc: files Received Sep-20-99 12:04pm from 9709209664 4 ENVIRONMENTAL HEALTH page 2 SEP-20-1999 13:17 THE CRYSTAL PALACE 9709209664 P.02 _ R • r y Hepworth•PH%Vlak GaotethTdCal, Inc, Glenwood Cprin�s, Colorado 6.1601 &ech G Fhone: 971i-94#-7yli8 Fax: 970-9454454 August 31, 1999 hpgeo0hpgeotech.L1om Stephanie Costello 328 teak Lane Aspen, Colorado 81611 Sob No. 199 690 Subject: Percolation Testing, Proposed Septic Disposal System,16250 Prying Pars Road, Eagle County, Colorado. .Dear Ms. Costello: As requested, we have conducted percolation testing at the subject site to evaluate the feasibility of an infiltration septic disposal system The results of our work are presented in this report. no work was done in accordance with our agreement for professional' services to you dated August 26,1999, A profile pit and three shallow backhoe pits had been excavated prior to our field work at the locations shown on Fig.1. Percolation test holes had been dug in the bottom of the backhoe pits and soaked by others. The soils exposed in the percolation holes and profile �c►fE�€.� N��ov►�aas�e�xaa�� ti�eypi_ia andth� sr�la ���sligittlmoist. Percolation tests were performer on August 27, 1999 by a representative of Hepworth- Pawlak Geotechnical, Inc. The percolation test results are presented on Table L The percolation test results indicate an in filtration rate between 9 and 15 minutes per inch_ Based on our findings an infiltration septic system appears feasible at the tested site. If you have any questions or if we can be of further assistance, please call our office. Sincerely, Jordy Z. Adamson, Jr., Rev. By: SLP JZAlsd attachments 29 7 NAB. TOTAL P.02. C eo"** mv( tech HEPWORTH - PAWLAK GEOTECHNICAL June 30, 2009 Matt Grumbacher 15575 Frying Pan Road Basalt, Colorado 81621 i0'' i'.,tnitc K,nid I i1 F. z: Q 0.04;.ti4; Job No. 109 192A Subject: Observation of Exploratory Pits, Proposed Residence, 15575 Frying Pan Road, Eagle County, Colorado Dear Matt: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the exploratory pits at the subject site on June 16, 2009 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. The services were performed in accordance with our agreement for professional engineering services to you, dated June 11, 2009. Site Development: A new modular home above a basement will replace the mobile home that originally occupied the site. Ground Engineering Consultants conducted a geologic study, report dated September 19, 2006 and update report dated September 20, 2007, and Colorado Geological Survey provided a review report dated September 18, 2007for the Grumbacher property subdivision. CTLIThompson conducted a subsoil study, report dated May 5, 2009 for the proposed residence. The studies all indicate variable topography and ground conditions. Subsurface Conditions: At the time of our site visit on June 16, 2009, two exploratory pits were dug in the proposed building site shown on Figure 1. The soils exposed in the pits were variable and consisted of sandy clay to clayey sand in Pit 1 and about 4 feet of fill and organic clay above siitstone/gypsum rock in Pit 2. Results of swell -consolidation testing performed on samples taken from the pits, shown on Figures 3 and 4, indicate relatively low to moderately high compressibility potential under conditions of loading and wetting. No free water was encountered in the pits and the soils were slightly moist to moist. Conclusions and Recommendations: The proposed building area is bordered by apparent sinkholes as described in the previous reports. Considering the erratic ';uk�r ir�i �41-illy) • Color-aJoSprings '19:631)-;50' • ii�-trrl��,ri��, E>r��-I(�;-ly:ti�) Matt Grumbacher June 30, 2009 Page 3 building site, deep exploratory drilling could be performed. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PAWLAK § ICAL, INC. .,+L. P.d _ � Steven L. Pawlak, P. U;9 SLP/ksw attachments Figure 1 --- Loxploratory Pits Figure 2 — Logs of Exploratory Pits Figures 3 and 4 — Swell -Consolidation Test Results cc: Kaup Engineering — Attn: Dale Kaup, PE Dan Harris Job No. 109192A PIT 1 PIT 2 ELEV. = 81W ELEV.= 8105' 0 0 WC = 33.1 M=66 5 WC = 13.6 ' M = 115 5 LL a -• : a o m tti ' -j 10 WC = 8.1 Dn= 104 10 LEGEND: MMan -placed fill; clayey sand with gravel and cobbles, loose to medium dense, slightly moist, dark brown. © Clay (CL); silty, medium stiff to stiff, slightly moist, mixed browns, some organics (topsoil layer). Sand and Clay (SC-CL); with gravel and cobbles, medium dense/stiff, slightly moist to moist, brown, angular racks. ® Formation Rock; siltstorWgypsum, hard, slightly moist, whitish gray, calcareous trace, Eagle Valley Evaporite. 2" Diameter hand driven finer sample. Disturbed bulk sample. _J TPractical refusal to digging. NOTES: 1. Exploratory pits were excavated on June 16, 2009 with a Bobcat 442 mini trackhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. -Elevations of exploratory pits were obtained by interpotation between contours shown on the site plan provided. 4. The exploratory pit locations and elevations should be considered accurate ordy 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. fi. No free water was encountered in the pits at the time of excavating. Fluctuation in wader level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcf) -200 = Percent passing No. 200 sieve 109192A GMecLOGS OF EXPLORATORY PITS FIGURE 2 ft HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE I ly'tKt:ULA I IUN TEST RESULTS JOB NO.199 680 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 50 15 water added 10 6 1/4 3 3/4 15 6 1/4 4 1/4 2 4 1/4 2 3/4 1 1/2 10 1/2 8 2 1/2 8 6 2 6 4 112 1 112 4 112 3 1/2 1 3 112 2 1/2 1 P-2 49 15 9 112 8 1/4 1 114 15 8 1/4 7 112 3/4 7 1/2 6 112 1 6 112 5 112 1 5 1/2 4 1/2 1 4 112 3 112 1 3 112 2 1/2 1 P-3 47 15 water added 9 3/4 6 1/2 3 1/4 9 6 112 3 3/4 2 314 3 314 2 114 1 1/2 10 114 7 3 114 7 4 3 4 1 314 2 1/4 1 314 3/4 1 Note: Percolation test holes had been dug in the bottom of backhoe pits and soaked by others prior to testing. Percolation tests were conducted on August 27, 1999 by a representative of Hepworth-Pawlak Geotechnical, Inc. The average percolation rate was based on the last two readings of each test. FI FC'TRIf'ITY 2Cn !9-JL �c-k NOT TO SCALE 199 680 HEPWORTH - PAWLAK LOCATION OF PERCOLATION TEST HOLES Fig. 1 GEOTECHNICAL, INC. (7-� (�1��� 1-�er �► ISDS Permit # 1 q j j' q q Inspector Date V7L-jWV ,1 —� S Final Inspection Completeness Form 0qe —7-6q - 342-0 Tank is 1500 gallons. Tank material Tank 1 is located k��an�de ees from Tank (2) is located ft. and degrees from Tank set level. Tank lids within 8" of finished grade. Size of field —ft, units lineal ft. Technology Cleanout is installed in between tank and house and one every 100ft? "T" that goes down 14 inches in the inlet and outlet of the tank. Effluent filter on outlet- Yes or No Inlet and outlet is sealed with tar tape, rubber gasket, etc. Tank has two compartments with the larger compartment closest to the house. Measure distance and relative direction to field. Depth of field ft. Soil interface raked. Inspection portals within each trench. Proper distance to setbacks. Chambers properly installed as per manufacturers specifications. (Chambers latched, endplates properly installed, rocks removed from trenches, etc.) Splash plate(s) installed at trench inlets. Type of pipe used for building sewer line . leach field Other Inspection meets requirements. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks: Well Potable House Property Lake Dry Tank Drain Field Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 Tank 50 10 5 10 50 10 * 10 ISDS Permit # I - 4 Date /AN ISDS Final Inspection Completeness Form Tank is >(yC gal. Tank Material Tank is located 100 ft. and L8 degrees from cl - mow, (permanent landmark) Tank is located ft. and degrees from (permanent landmark) y Tank set level. Tank lids within 8" of finished grade. _I Size of field !`���6 ft2 units o7.3 lineal ft. Technology _S 9rl 2H Y ZIJ,CleanoutSid installed in between tank and house(+ 1/100ft). There is a "T" that goes down 14 inches in the inlet and outlet of the tank. / Inlet and outlet is sealed with tar tape, rubber gasket etc. ___LZank has two compartments with the larger compartment closest to the ouse. Measure distance and relative direction to field.-,,(' `1/ Depth of field O-3' ft. :::2/Soil interface raked. VI -Inspection portals at the end of each trench.. V Proper distance�to setbacks. ✓ Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks removed from trenches, etc.) Type of pipe used for building sewer line � 6 leach fieldS-1- "`�'Other Inspection meets requirements. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 Tank 50 10 5 10 50 10 * 10 JOB EAGLE --COUNTY ENV. HEALTH P.O. BOX 179 SHEET NO. OF EAGLE, CO 81631 CALCULATED BY DATE CHECKED BY DATE eest e 'HODUCT 204-1(Sin0le Sheets) 20 I (Padded) ®® Inc.. Grown, Mau. 01471. To Ober PHONE TOLL FREE I-M2254(80 1911-99 Tax #2471-064-00-020 116250 Frying Pan Rd. COSTELLO JOB NAME Basalt, Co JOB NO, 06i� BILL TO DATE TARTED DATE COMPLETED DATE BILLED Yj G ht f I D cL�LLG 'f I f 7� D G y U v„`s �� ` JOB COST SUMMARY Z field G(_ Goo TOTAL SELLING PRICE TOTAL MATERIAL % TOTAL LABOR INSURANCE SALES TAX /27 Q�S- - 01 3(uo t.4 , /Lig0 t_W MISC. COSTS v ` 3 6�c s - y V4,.2__ 61 l 11 1 c--\ 40 6� 11/'C , o ci TOTAL JOB COST ' GROSS PROFIT f L -7— 5G ^ � I� 155-7S /1�� LESS OVERHEAD COSTS '/o OF SELLING PRICE I a I iLA o NET PROFIT JOB ®p ENGLAND BUSINESS SERVICE, INC. GROTON, MASS. 01471 /l ti Printed in U.S.A.OB FOLDER Product 277 NEW JOB FOL ER ? cs=7 i��6 fS � � lope° is co