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HomeMy WebLinkAbout170 Sam Grange Ct - 239122204003 - 1438-94ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION PD. Box 179 - 500 Broadway - Eagle, Colorado 31631 & blo Telephone:328-8755 -7q7 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. Please call for final inspection before covering any portion of installed system. PERMIT NO. 1438 OWNER: James B. Milkovich PHONE: 963-1762 MAILING ADDRESS: P.O. BOX 322 city: Carbondale stece: CO zlp: 81623 APPLICANT: same Sam Grange Co rt PHONE: SYSTEM LOCATION: Lot #3, Summit Aspen Mnt. View IIT�xPARCELNUMBER: 2391-222-04-003 LICENSED INSTALLER: sSme Dorais Excavation, Inc., Bill Dorais LICENSENO. 71-95 DESIGN ENGINEER OF SYSTEM: Enartech, Inc. , Peter Belau INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1250 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 1207 SQUARE FEET OF TRENCH BOTTOM. via 34 infiltrator units SPECIAL REQUIREMENTS: Install as Der engineer's des i n revision dated 11-9-95 with the followin provisions: compaction o pipe runs, gravel -less design, inspection portals in eac trenc , and scarify any smeared surfaces Engineer is responsible for final•insnection. ENVIRONMENTAL HEALTH APPROVAL: CONDITIONS: DATE: November 9,1995 1. ALL INSTALLATIONS MUST COWY WITH ALL RE9!!�REME_ NT_ g Q��TY 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. INSTALLED ABSORPTION OR DISPERSAL AREA: 1224 SQUAREFEET. via 34 Blodiffusers INSTALLED SEPTIC TANK: 1250 GALLON DEGREES FEET FROM ca a a c bu i- t s SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY X YES —NO COMPLIANCE WITH COUNTY/ STATE REQUIREMENTS: X 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 APPROVA( ENVIRONMENTAL HEALTH APPROVAL: APPLICANT / AGENT: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS _ OWNER: RECEIPT # DATE: January 8 1996 DATE: PERMIT PERCOLATION TEST FEE CHECK# Incomplete Applications -Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # J q W0/y Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (Basalt) * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER: 4,MF-S �• 1`6 t t �K ©ucGt� MAILING ADDRESS: CAPc?-�DaL'F-- Q-0 �1kQ PHONE: (4-t-w02 - APPLICANT/CONTACT PERSON: SAME. PHONE: e7LICENGSED S'ZSTEMS CONTRACTOR: Mtlh—yv'c-+} PHONE: �63-176L P COMPANY / DBA : - c--5 &y ADDRESS: � b • e"iC 3 L2- CA-V 1D (-E- C� 81 L PERMIT APPLICATION IS FOR: (NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: �0-r3 P,1ttJ63 SMMiT ASP Do KyU0-1A10 -CUJ Tax. Parcel Number: 2.391--222- 04- 003 Lot Size: �•C�52 Physical Address: Q17O SAM Ca�� LSJV�T CA1�tr� BUILDING TYPE: (Check applicable category) (1-y- Residential/Single Family Number of Bedrooms ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF.WATER SUPPLY: (Check applicable category) Well ( ) Spring ( ) l �tf Surface 1 , ' I t ( ) Public Name of Supplier: 4c 3 oyu'i' 4t V," HOMfr�vwAU� ASS,vc- . *These system require design by a R gistered Professional Engineer SIGNATURE: Date: If-/61-9V ************************************************************************** AMOUNT PAI . RECEIPT #:� DATE: I� CHECK #: _�a� CASHIER: Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO December 29, 1995 James B.Milkovich P.O. Box 322 Carbondale, CO 81623 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit No. 1438-95 Parcel #2391-222-04-003. Property location: 0170 Sam Grange Court, Carbondale, CO.. Dear Mr. Milkovich, 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, Janet Kohl Environmental Health Department Eagle County Community Development ENCL: Information Brochure Final ISDS Permit cc: files Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO Date: November 9, 1995 TO: Dorais Excavation, Inc. 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 No. 1438-94, Tax Parcel #2391-222-04-003. Property Location: Lot# 3 Aspen Mountain View Subdivision, 0170 Sam Grange Court. Milkovich residence. Enclosed is your ISDS Permit No. 1438-94. 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. 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. Your TCO will not be issued until our office receives this certification. Permits issued before November 15, 1995 must be completed by December 1, 1995. 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 ENARTECH Inc., Peter Belau COMMUNITY DEVELOPMENT DEPARTMENT (303)328-8730 EAGLE COUNTY, COLORADO December 2, 1994 James B. Milkovich P.O. Box 322 Carbondale, CO 81632 Dear Applicant, 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX: (303) 328-7185 The Environmental Health Division would like to notify you to make a formal request to extend your Individual Sewage Disposal System(ISDS) Permit #1438-94 into the 1995 construction year•. The Environmental Health Division discontinued percolation tests on November 15, 1994 and final inspections on December 2, 1994 due to climatic conditions. ISDS permits are active for 120 days after the date of issue if no Building Permit has been issued for the same property. If a Building Permit has been issued for the same property the ISDS will expire at the same time as the building permit. If you still plan to apply for a Building Permit this year or in the early months of 1995 you will need to have a percolation test conducted before your Building Permit will be released. You will have to contact a Registered Professional Engineering(RPE) firm to conduct your percolation test. If you have had your permit issued and have not had your final inspection completed, but plan on constructing the system in the next few weeks, please give our office a call and we will evaluate your permit on a case by case situation. Please give the Environmental Health office a call at 328-8755, if you have any questions regarding your permit extension process. cc: ISDS Permit #1438-94 File Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO December 12, 1995 Dear Applicant, Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 The Environmental Health Division would like to notify you to make a formal request to extend your Individual Sewage Disposal System(ISDS) Permit #1433�4into the 1996 construction year. The Environmental Health Division discontinued percolation tests on November 15, 1995 and final inspections on December 2, 1995 due to climatic conditions. ISDS permits are active for 120 days after the date of issue if no Building Permit has been issued for the same property. If a Building Permit has been issued for the same property the ISDS will expire at the same time as the building permit. If you still plan to apply for a Building Permit this year or in the early months of 1996 you will need to have a percolation test conducted before your Building Permit will be released. You will have to contact a Registered Professional Engineering(RPE) firm to conduct your percolation test. If you have had your permit issued and have not had your final inspection completed, but plan on constructing the system in the next few weeks, please give our office a call and we will evaluate your.permit on a case by case situation. Please give the Environmental Health office a call at 328-8755, if you have any questions regarding your permit extension process. cc: ISDS Permit # File ENARTECH Inc. Consulting Engineers and Hydrologists October 4, 1995 Mr. Jim Milkovich P.O. Box 322 Carbondale, CO 81623 RE: Lot 3, Aspen Mountain View Subdivision , Dear Jim: This letter is to provide design recommendations for the individual sewage disposal system for the proposed residence located at 0170 Sam Grange Court, which is Lot 3 of Aspen Mountain View Subdivision in Eagle County. The design of the proposed sewage disposal system is based upon soils percolation testing and soils investigation work performed by Hepworth-Pawlak Geotechnical. A copy of Hepworth- Pawlak Geotechnical's soils investigation report is enclosed, along with a copy of my design calculations. The geotechnical investigation indicates a soil percolation rate of 45 minutes per inch; therefore, a standard leachfield system is appropriate for the site. The recommended sewage disposal system consists of a 1,250-gallon septic tank and a 1,200 square foot leachfield. An alternative leachfield is 32 "Infiltrator" leachfield chambers installed in trenches (not in a bed). All construction work must be in conformance with Eagle County Individual Sewage Disposal System Regulations; a permit from Eagle County will be required. I will forward this information to Eagle County and to your system installation contractor by copy of this letter. Please give me a call if you have any questions in this regard. Sincerely, ENARTECH, INC. Peter Belau, P.E. PB/jlw Enclosure cc: r. Eagle County Environmental Health Bill Douray P342-06 (P342 01C)95 302 Eighth Street, Suite 325 P.O. Drawer 160 Glenwood Springs, Colorado 81602 (303) 945-2236 ENA RTECH Inc. Consulting Engineers and Hydrologists October 20, 1995 Dear Jim: Enclosed are the revised design calculations and the design drawings for the individual sewage disposal system for the proposed residence located at 0170 Sam Grange Court, which is Lot 3 of Aspen Mountain View Subdivision in Eagle County. The revised design calls for a minimum 1,250-gallon septic tank and a minimum 1,207 square -foot leachfield. Please give me a call if you have any questions in this regard. Sincerely, ENARTECH, INC. Peter Belau, P.E. PB/jlw cc: Eagle County Environmental Health Bill Dorais P342-08 (P342 02C)95 302 Eighth Street, Suite 325 P.O. Drawer 160 Glenwood Springs, Colorado 81602 (303) 945-2236 GIVHK I LL rl, INN. 302 Eighth Street, Suite 325 P.O. Drawer 160 GLENWOOD SPRINGS, CO 81602 (303) 945.2236 Jut$ a__.y , I --Z E 421i^{ 1 "1 IN V l t-- L✓, J.. Z ]J SHEET NO. , r OF CALCULATED BY ;�% E Ly DATE j O— / S CHECKED BY DATE NEC —FIVER SEP 1 1 1995 HEPWORTH-PAWLAK GEOTECHNICAL, INC. September 5, 1995 Jim Milkovich P.O. Box 322 Carbondale, Colorado 81623 5020 Road 154 Glenwood Springs, CO 81601 Fax 970 945-8454 Phone 970 945-7988 Job No. 195 137 Subject: Percolation Testing, Proposed Residence, Lot 3, Aspen Mountain View, 0170 Sam Grange Court, Eagle County, Colorado. Dear Mr. Milkovich: As requested by you, Hepworth-Pawlak Geotechnical performed percolation testing at the subject site on August 29, 1995. The fmdings of our work are presented in this report. The foundation excavation for the residence was observed and recommendations provided in a report dated February 28, 1995, Job No. 195 137. Three percolation test holes were excavated and soaked by others prior to our site visit. The hand dug holes are located in the bottom of shallow backhoe pits. The percolation tests were performed on August 29, 1995. The profile pit was observed on September 1, 1995. The soils exposed in the profile pit consisted of about %2 feet of topsoil overlying basalt cobbles and boulders in a sandy clay matrix.. The results of percolation tests conducted at the site are presented in Table I. The test locations are shown on Fig. 1. The percolation rates averaged about 45 minutes per inch. Based on our fmdings, the tested site is suitable for a conventional infiltration septic disposal system. If we can be of further assistance, please do not hesitate to call our office. Sincerely, HF� W RTr P Z J rdy damson, Rev. By: JZA/ro Attachments 0 REG 24443 717/s f CHNICAL, INC. cc: Enartech - Attn: Chuck Peterson Scale 1 " = 40' 6 Percolation Test Holes 2 Profile Pit I I I I HEPWORTH-PAWLAK I 195 137 GEOTECHNICAL, Inc. ( Locations of Percolation Test Holes Fig. 1 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE I Job No. 195 137 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 45 1 /2 20 12 1 /4 10 3/4 1 1/2 40 10 3/4 10 3/4 10 9 1/2 1/2 9 1/2 9 1/2 9 8 1/2 1/2 8 112 8 1/2 P-2 49 1 /4 20 13 3/4 13 3/4 48 13 12 1/2 1/2 12 1/2 12 1/2 12 11 1/2 1/2 11 1/2 11 1/4 1/2 11 1/4 10 3/4 1/4 P-3 46 1/4 20 i 10 1/4 9 3/4 112 48 9 3/4 9 3/4 9 8314 1/4 8 3/4 8 1/4 1/2 8 1/4 8 1/4 8 7 1/2 I 1/2 Notes: Percolation holes were dug and soaked by others. The percolation tests were conducted on August 29, 1995. ENARTECH ►nc. Consulting Engineers and Hydrologists November 9, 1995 Mr. Jim Milkovich P.O. Box 322 Carbondale, CO 81623 RE: Lot 3; Aspen Mountain View Subdivision Dear Jim: The design of the proposed individual sewage disposal system for Lot 3 of Aspen Mountain View Subdivision in Eagle County (0170 Sam Grange Court) should be modified in accordance with the enclosed sketch. The modified design calls for a minimum of 34 standard Infiltrator or Biodiffuser leachfield chambers in trenches with a serial distribution system rather than a leachfield bed as shown in the previous Enartech design drawing dated 10/20/95. These trenches must have a minimum of 6 feet of separation, and each trench and its distribution pipe should be installed 4 inches lower in elevation than the adjacent trench to allow serial distribution. The number of Infiltrator or Biodiffuser chambers is calculated as follows: (1207 sq. ft. absorption area) x (0.5)/(18 sq. ft. per chamber) = 33.5. The sewage disposal system should be installed as per the previous (10/20/95) design drawing with the modifications to the soil absorption system on the Site Plan as per the enclosed sketch. I cannot modify the previous design drawing at this time because my computer system is not functioning. I will modify the design drawing after the system is installed and inspected as an "As -Built" drawing. Please give me a call if you have any, questions in this regard. Sincerely, ENARTECH, INC. Peter Belau, P.E. PB/jlw Enclosure cc: 4 Eagle County Environmental Health Bill Dorais P342-08 (P342 03C)95 302 Eighth Street, Suite 325 P.O. Drawer 160 Glenwood Springs, Colorado 81602 (303) 945-2236 1438-94 MILKOVICH Ji LOT # ASPEN MOUNTAIN VIEW III JOB LOCATION -6P�aI7? JOB NO, I DATE STARTED DATE COMPLETED DATE, BILLED WIN, 1 f/mm-m 1-, 94 M, , -, N �A� E I WIME I I �j -'" & � I lslm" N-/" OUR R .�f�/�.� / .i1�JOB CdST SUMMARY III wwmn TOTAL r■ TOTAL MATERIAL! �-x'mr, N ®■ MISC. COSTS mtr,,�. ' . �. ��.� ram.. ®■ TOTAL JOB C OST ®■ i GROSS PROFIT M-E � I COSTS1 LESS OVERHEAD % OF SELLING --�NET PROFIT JOB FOLDER Product 278 Q® NEW ENGLAND BUSINESS SERVICE. INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A. �S Y ;._•-.1r7EMNNEWUNAL- - NO. ii6A•24X36-1- r DRAWN CHECKEDi DATE SCALE 1 - 2D, JOB NO. SHEET OF a SHEETS MINIMUM 10' SETBACK BETWEEN LEACHFIELD AND PROPERTY LINES PROPOSED RESIDENCE 4" CLEANOUT FLEXIBLE COUPLING 4-INCH PVC SEWER PIPE FROM BUILDING AT MINIMUM 1/4-INCH PER FOOT SLOPE. MANHOLES WITH LIDS 6" BELOW FINISH GLADE MINIMUM 9 250-GALLON CPLG. SEPTIC TANK FINISH GRADE DRAINAGE DIVERSION DITCH 4' MNIMUM COVER p N O D CONSTRUCTION NOTES AND SPECIFICATIONS o � 00 oo� 0 -1 O U N � OZ� 1. CONSTRUCTION SHALL CONFORM TO EAGLE COUNTY _ a0. SEWAGE DISPOSAL SYSTEM REGULATIONS. ? a N o 0 2. THE SYSTEM INSTALLATION CONTRACTOR SHALL HAVE AN �✓ W G O ti o 3" a EAGLE COUNTY_ LICENCE FOR INSTALLING DISPOSAL SYSTEMS. Z WJ`` 3. THE EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT � W -�N AND THE DESIGN ENGINEER (ENARTECH, INC.) SHALL a' Z v �10 BE NOTIFIED OF THE CONSTRUCTION PROGRESS SO THE Xo't SYSTEM MAY BE INSPECTED. DO NOT BACKFILL OVER :3 00 °°-� THE LEACH FIELD UNTIL THE SYSTEM HAS BEEN JL 0 0 INSPECTED. 4. THE SEPTIC TANKS SHALL BE BEDDED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMEN- DATIONS TO PREVENT SETTLEMENT. 5. ALL PIPING SHALL BE BEDDED AND BACKFILLED WITH 3/4" GRAVEL OR SELECT NATIVE SOIL WITH ROCKS REMOVED. COMPACT ALL BACKFILL. PIPING SHALL BE INSTALLED WATERTIGHT AND TO PREVENT FREEZING. 6. LOCATIONS OF SEWAGE DISPOSAL SYSTEM COMPONENTS SHOWN ON THE SITE PLAN ARE APPROXIMATE. ACTUAL LOCATIONS ARE TO DETERMINED ON -SITE TO PROVIDE COMPATABLE GRADES, TO AVOID TREES, AND TO MINIMIZE DISTURBANCES. ALL APPLICABLE SETBACKS MUST BE MET. 7. THE LEACHFIELD BED SHALL BE EXCAVATED IN NATURAL GROUND. NO PORTION OF THE BED SHALL BE PLACED ON FILL. 8. SCARIFY OR RAKE THE BOTTOM OF THE BED TO LOOSEN ANY SMEARED OR COMPACTED SOIL AREAS. 9. THE BOTTOM OF THE BED AND ALL DISTRIBUTION PIPING IN THE BED SHALL BE LEVEL.— -Y% o 10. THE SIDES AND ENDS OF DISTRIBUTION PIPING IN THE LEACHFIELD SHALL BE 3' FROM THE EDGE OF THE GRAVEL. 11. DO NOT COMPACT THE BACKFILL OVER THE LEACHFIELD. 12. GRADE THE SURFACE OF THE LEACHFIELD AND ADJACENT AREAS TO DEFLECT RUNOFF WATER AWAY FROM THE LEACHFIELD. SYSTEM DESIGN CALCULATIONS 1. DESIGN FLOW = (4 BEDROOMS)X(2 PERSONS/BR)X(75 GPD/ PERSON)X(1.5 PEAK FACTOR) = 900 GPD PjAc A&'4j� >� m 2. FIELD PERCOLATION RATE = 45 MINUTES/INCHvju 1/2 3. CALCULATED SOIL ABSORPTION AREA = (900 GPD)X(45) /5 1207 SO. FT. 4. REQUIRED MINIMUM SEPTIC TANK SIZE = 1250 GALLONSt -��- 0�_ BACKFILL WITH NATIVE SOIL, REMOVE LARGE ROCKS SAVE EXCAVATED TOPSOIL AND PLACE OVER ALL DISTURBED AREAS 4" PVC ACCESS PORT NEAR CENTER OF LEACHFIELD TO BOTTOM OF GRAVEL. PAINT PIPE BLACK ABOVE GROUND CAP SLOPE TO DRAIN FILTER FABRIC OVER TOP OF GRAVEL 2' MINIMUM COVER REVISION DATE BY BOTTOM OF BED SHALL BE LEVEL -- 4-INCH PVC SEWER PIPE CAP ENDS OF PIPES AT MINIMUM 1 /4-INCH 4" SOLID PVC MANIFOLD PIPE, LEVEL DATE PER FOOT SLOPE. 10/20/95 4" PERFORATED PVC DISTRIBUTION PIPES AT 6' CENTERS, LEVEL (PERFORATIONS DOWN) SCALE V 3 7 E N P R (0 F D L E 1" OR 1-1/2" WASHED GRAVEL FROM 6" BELOW PIPES TO 2" ABOVE PIPES ENGINEER P. BELAU DWG FILE ISDS-08 JOB 393-08 SHEET it OF 1 SHEETS