HomeMy WebLinkAbout594 Winchester Trl - 210720201019 - OWTS-4-17-16443 - OWTS-4-17-16591 GuestEnvironmental Health Department P.O. Box 179 500 Broadway Eagle. CO 81631-0179 Phone.(970)328-8755 Fax.(970)328-8788 EAGLE COUNTY Project Address 594 WINCHESTER TRL Private Wastewater Permit NO.OWTS-4-17-16443 System Permit Type OWTS Permit Work Classification New Permit Status Active Issue Date: 5/22/2017 Expires: 9/19/2017 Owner Information Address SHAUN & TRACI O'CONNOR 23 W 73RD ST O'CONNOR, SHAUN & TRACI NEW YORK NY 10023- LKP Engineering. Inc Phone (970)390-0307 Contractor(s) License Number Phone Primary Contractor DIAMOND A EXCAVATING 08-17 (970)926-2596 Yes Parcel No. 210720201019 Phone:(203)240-1860 Cell: Inspections: For Inspections call (970) 328-8755 Inspection IVR OWTS Final Inspection 095 Permitted Construction / Details Install the OWTS exactly as depicted in the LKP Engineering, Inc. design stamped, signed and dated May 11, 2017 by Luiza Petrovska, PE. The system is designed to serve a three bedroom main residence. ystem consists of a 1,000 gallon, two compartment, concrete tank followed by 750 square feet of soil eatment area (prior to the 30% adjustment for using chambers) via the installation of 44 Infiltrator Quick Plus Standard chambers arranged in two, serially -connected parallel trenches with 22 chambers per ench atop a 1 foot layer of concrete sand. Since the design engineer did not specify a tank anufacturer, final documents must verify the tank used is on the approved list developed by CDPHE, IQCD. Contact Eagle County and the design engineer to coordinate inspections as necessary. The design engineer must conduct all inspections to certify proper installation in accordance with the design drawings. The engineer final certification letter along with photos and record drawing are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the dwelling. CONDITIONS: Customer Copy 1 THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2 ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED INC R.S 25-10-101, el seq., AS AMENDED 3 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 4 CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Ray Merry May 22, 2017 Issued by Environmental Health Department Eagle County, CO Date DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us EAGLE COUNTY P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us APPLICATION FOR ON -SITE WASTEWATER TREATMENT SYSTEM (OWTS) PERMIT INCOMPLETE APPLICATIONS MAY NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE FOR NEW OWTS OR MAJOR REPAIRS $800.00 MINOR REPAIR FEE 400.00 Fee includes the design review, permitting and maintenance of OWTS records Make all checks payable to: Eagle County Treasurer Property Owner: Shaun & Traci O'Connor Phone: 203-240-1860 23 West 73rd Street Apt 906 NY 10023 Owner Mailing Address: email: Shaun oconnor@mac.com Professional Engineer: LKP Engineering, INC Phone: 970-926-9088 Applicant / Contact Person: Magnus With Ulf Built Phone: 970-926-7600 Licensed Systems Contractor Name / Company: Diamond A Excavation LLC Contractor Mailing Address: PO Box 1957 Edwards Co 81632 Contractor License #: Contractor Phone Number: 970-926-2696 ems: les@diamondaexcavating.com OWTS Permit Application is for: X New Installation Alteration Repair Tau Parcel Number: 2107-202-01-019 Lot Size: 35.330 Acres Assessor's Link: www.eaglecounty.us/patie! Physical Address: 594 Winchester Trail Edwards Area (Cordillera) Legal Description: Territories At Cordillera Lot: 19 Building Type: X Residential / Single Family Number of Bedrooms: 5 Residential / Multi Family Number of Bedrooms: Commercial / Industrial Type of Use: *As of 06/27/2014, all systems require design by a Registered Professional Engineer Type of Water Supply: X Private Well Spring Surface Public If Public, Name of Supplier: _.,. Applicant Signature: Date: ************************************************************************************* Office Use Only: OWTS PERMIT # Lcgg3 BUILDING PERMIT # Amount Paid: �'C'D _ Receipt #: Check #: 115-0 Date: L5 LKP Engineering, Inc. CIVIL/GEOTECHNICAL December 1, 2017 Debra Monroe KH Webb Architects PC 710 West Lionshead Circle, A Vail, CO 81657email: Debrakkhwebb.com Dear Debra: RE: Inspection of Septic System Installation O'Connor Residence -3-Bedrooms Lot 19, Cordillera, Filing No.40 The Territories, 0594 Winchester Trail Eagle County, Colorado Project No. 16-3149— OWTS-4-17-16443 At the request of Les Arney, Diamond A Excavating, the installer of the septic system, on October 24 and 27, and on November 1 and 21,2017, we visited the O'Connor Residence on Lot 19, Cordillera, Filing No.40, The Territories, 0594 Winchester Trail, Eagle County, Colorado. The purpose of our site visits was to inspect the installation of the septic system. At the time of our site visit the residence was under construction. The system was designed and constructed for a 3-bedroom residence. The system was installed in overall compliance with the septic system design, Drawing No. 16- 3149OWTS.dwg, dated May 11, 2017. At the time of the inspection we observed the following: They installed a 1000-gallons, two compartments, precast, concrete, septic tank by Valley Precast. They had constructed a cleanout at about 2.5 feet between the tank and the building, as shown on the as -built sketch. The inlet and outlet of the tank had the T's installed. In the outlet tee they installed an effluent filter with a handle extension within a foot of the cover. The tank access ports had 24-inch white, plastic risers over each and were covered with green plastic lids. The lids were at the ground surface. Once the trenches were excavated, one foot of concrete sand was placed on the bottom of each trench. Forty-four (44), Q-4 Plus, Standard Infiltrator Chambers were installed in two trenches, with 22 infiltrators in each trench. There was a minimum of 6 feet separation between the trenches. They were connected with serial distribution. All inspection ports were installed (in the first and last chamber of each row of infiltrators). The effluent line from the septic tank to the leachfield was about 140 feet long. There was a cleanout installed right after the outlet of the septic tank and another one at about 100 feet west towards the infiltrators. There is no other warranty either expressed or implied. If you have any questions, please do not hesitate to call. �,: ' Q,��■�...�ilf J;%,, Sincerely, LKP Engineering, Inc. - v 29526 Luiza Petrovska, PE $sio cc: Eagle County Environmental Health Department E-mail: Giovanna Harkay giovanna.harkay(a eaglecounty.us, environment(&eaglecounty.us J:\-WP X4-LKP\_2017\17-31720SIQ4PLUS.DOCX P.O. Box 724, Eagle, CO 81631 Tel. (970) 390-0307 October 30th, 2018 Mr. Shaun O’Connor 23 W 73rd St. New York, NY. 10023 RE: Final approval of the: Septic System Installation, OWTS-4-17-16443 Property location: 594 Winchester Trail, Eagle County area. Mr.O’Connor: This letter is to inform you that the above-referenced, OWTS-4-17-16443 permit, has been inspected and finalized. This OWTS permit was approved and sized to serve the 3 bedrooms, main residence. Additional information about the maintenance your septic system needs can be accessed through our website links, provided on the Environmental Health Department’s septic system resource page. Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system . Landscape features, trees with tap roots, irrigation systems and parking areas above the soil treatment area can cause premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. If you have any questions regarding this information, please contact us at (970) 328-8755 and reference the OWTS septic permit number. Best Regards, Giovanna Harkay. Administrative Fiscal Tech IV Attachments: Certification Letter and Design – Septic System Flyer – Final Letter PUBLIC HEALTH & ENVIRONMENT (970) 328-8755 FAX: (970) 328-8788 Environment@eaglecounty.us RAYMOND P. MERRY, REHS Manager We recommend that the trenches are excavated 4 feet, through the topsoil and blocky clay and into the lighter brown to whitish, silty sand with cobbles and boulder. We also recommend that one (1) foot of concrete sand be placed in the bottom of each trench. The infiltrator chambers will then be constructed on top of the sand filter. ! G , Cordillera, Eagle County, Colorado G Lot 19, Cordillera at the Territories, Filing No. 40, Eagle County, Colorado G There weren’t any existing structures on the property. G The property has a well for domestic use and public water for fire and sprinkler. G G The topography of the property within both of the proposed leachfield sites is moderate with a slope of about 17 percent. The two soil treatment areas will be in the same location, separated by about 10 feet. G Soil Data: Additional three profile holes were excavated. They were located below and to both sides of the proposed leachfield area. G ! G The proposed leachfield site is located on a back/side slope to the west of the guest house and the main residence.The slope shape is linear. The trenches will run along the contours. G The topography of the proposed soil treatment area is moderate. G The vegetation of the proposed soil treatment area consisted of sage brush with thick grass in-between. The surrounding vegetation was similar. G The property is situated on a mountain side in a residential area consisting of large (35 acre) parcels of land. There are no other natural and cultural features on the property. G Presently the property is used as a residential subdivision. Previous uses of the property based on local records were ranching. ! G ! profile holes were excavated and soil samples were taken for a tactile soil evaluation for the long term acceptance rate. ! G This site evaluation was completed by Luiza Petrovska, PE, of LKP Engineering, Inc. LKP Engineering, Inc., is located in Eagle, Colorado. The phone number is 970-390-0307 and Luiza=s email is luiza@lkpeng.com G February 9, 2017 and May 3, 2017. G Attached G STA to building, 135’+, building to septic tank 6'+, STA to property lines 160'+, septic tank to STA, 240’+ for the guest house and 150’+ for the main house, Septic tanks to Well 130’+. G : STA to Well 300’+, No bedrock, No surface water, No Gulch. G # # # # # # # G Large excavation equipment will be required for digging the basalt cobbles and boulders. G None known G Heavy snow during the first evaluation and no difficulties during the second 4 TA y> ,. \� y 2 y\ \ ? \^ 4 IF � . . 1\ /�Aj ,4 fl g�� r `'- It I vt o „� j a� 1 16 k "s a§a Ail 44 a IL \ \ \ »« N ..2,�.\ DESIGN CALCULATIONS - MAIN HOUSE TOTAL NUMBER OF BEDROOMS: 3 MAXIMUM DAILY FLOW = QMAX Qmax = 3 BEDROOMS X 2 PERSONS/BEDROOM X 75 GALLONS/PERSON/DAY QMAX = 450 GPD SEPTIC TANK V = 1000 GALLONS FOR 2 TO 3 BEDROOMS PLUS 250 GALLONS FOR EACH ADDITIONAL BEDROOM USE ONE,1000-GALLONS TWO COMPARTMENTS, CONCRETE SEPTIC TANK. ABSORPTION AREA BASED ON APPLICATION RATE: A = 450GPD/0.6GPD/S.F. A = 750 S.F. QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER SYSTEM IN A TRENCH CONFIGURATION WITH AN ALLOWED 30 PERCENT REDUCTION IN THE ABSORPTION AREA IS RECOMMENDED. Aadjusted = 525 S.F. SURFACE AREA OF ONE QUICK4, PLUS STANDARD INFILTRATOR CHAMBER = 12 S.F. USE 44 QUICK4, PLUS, STANDARD, INFILTRATOR CHAMBERS IN TRENCHES AS SHOWN ON THE PLAN. NOTES: 1. BENDS IN THE BUILDING SEWER SHALL BE LIMITED TO 45 DEGREES. 2. THE SEPTIC TANK SHALL BE INSTALLED LEVEL. 3. THE TANK SHALL HAVE RISERS OVER EACH ACCESS MANHOLE AND ALL RISERS SHALL EXTEND TO OR ABOVE FINAL GRADE. 4. EACH RISER LEAD SHALL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK, SPECIAL HEADED BOLTS OR SCREWS, OR SUFFICIENT WEIGHT TO PREVENT UNAUTHORIZED ACCESS. 5. THE INFILTRATOR TRENCHES SHALL BE INSTALLED LEVEL, ALONG THE CONTOUR. 6. EXCAVATE THREE (3) FEET WIDE TRENCHES. THE HORIZONTAL DISTANCE FROM SIDEWALL TO SIDEWALL BETWEEN THE TRENCHES SHALL BE A MINIMUM OF SIX (6) FEET. 7. THE BOTTOM AND THE SIDEWALLS OF THE TRENCHES SHALL BE RAKED (IF NEEDED) TO ELIMINATE SMEARING. 8. THE TRENCHES WILL BE 4-FEET DEEP, DOWN TO THE LIGHT BROWN, SILTY SAND AND BELOW THE BLOCKY CLAY LAYER. 9. PLACE A MINIMUM OF ONE (1) FOOT OF CLEAN, COARSE SAND. CONCRETE SAND CAN BE USED. 10. ASSEMBLE AND INSTALL THE INFILTRATOR CHAMBERS IN THE TRENCHES ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. 11. BACKFILL THE SIDEWALL AREA WITH NATIVE ON-SITE SOIL FOR PROPER SUPPORT. 12. BACKFILL THE TRENCHES WITH A MINIMUM OF 12 INCHES OF TAMPED SOIL COVER. 13. AVOID VEHICLE TRAFFIC OVER THE SYSTEM. 14. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION, OWTS REG 43 AND THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT REGULATIONS. 15.FOR THE INSPECTION OF THE SEPTIC SYSTEM - NOTIFY THE ECEH DEPARTMENT AND THE DESIGN ENGINEER PRIOR TO BACKFILLING ANY PART OF THE SYSTEM TO SCHEDULE AN INSPECTION. FOR THE DESIGN OF THE SEPTIC SYSTEM USE LTAR = 0.6 GPD/SF ALSO, DUE TO THE AMOUNT OF COBBLES AND BOULDERS ADD 1-FOOT OF SAND ON THE BOTTOM OF EACH TRENCH PROFILE HOLE NUMBER 3, 4 AND 5 0 TO 2.0 FEET OF TOPSOIL 2.0 TO 4.0 FEET BROWN, BLOCKY, SANDY CLAY 4 TO 9 FEET LIGHT BROWN, SILTY SAND, TYPE 2 SOIL TYPE, WITH GRAVEL, COBBLES AND BOULDERS NO GROUND WATER ENCOUNTERED. THE PROFILE HOLES WERE DUG ON MAY 3, 2017 4" PVC ESTABLISH VEGETATIVE COVER NATIVE BACKFILL (TYP.) CONNECT AT END OF CHAMBER ROW SAND FILTER INLET AT 8" SIDE PORT FROM SEPTIC TANK TO NEXT TRENCH 36" TRENCH INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD CHAMBER SERIAL DISTRIBUTION TYPICAL DETAIL SECTION VIEW (NOT TO SCALE) 6' MIN. SAND FILTER: THE SAND FILTER MATERIAL SHALL BE CLEAN, COARSE SAND, ALL PASSING U.S. STANDARD SIEVE NO. 4. THE SAND SHALL HAVE AN EFFECTIVE SIZE BETWEEN 0.25 AND 0.6 MM. THE UNIFORMITY COEFFICIENT SHALL BE 4.0 OR LESS. MATERIAL MEETING ASTM 33, FOR CONCRETE SAND, WITH ONE PERCENT OR LESS FINES PASSING 200 MESH SIEVE MAY BE USED 4' 1' SITE PLAN EMAILED BY DEBRA MONROE WITH KH WEBB ARCHITECTS 1000 GALLONS, TWO-COMPARTMENTS CONCRETE SEPTIC TANK THE TANK SHALL HAVE RISERS OVER EACH ACCESS MANHOLE AND ALL RISERS SHALL EXTEND TO OR ABOVE FINAL GRADE. GENERAL NOTES 1. BEFORE DIGGING NOTIFY ALL APPLICABLE UTILITY COMPANIES. 2. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 3. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 4. CONFLICTS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. 5. ALL FINISH GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS OR POCKETS OVER THE LEACHFIELD. 6. ALL DISTURBED AREAS WILL BE RESTORED AND REVEGETATED. INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD CHAMBER PRODUCT SPECIFICATION (NOT TO SCALE) PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) (EFFECTIVE LENGTH) TOP VIEW SIDE VIEW END VIEW QUICK4 PLUS ALL-IN-ONE 12 END CAP INSPECTION PORT 85128514851685128514 85168510 8510PROFILE HOLE #5 PROFILE HOLE #4 PROFILE HOLE #3 CLEANOUT ~158 FEET 4-INCH DIAMETER, SDR35 PVC EFFLUENT LINE WITH CLEANOUTS AT <100' INTERVALS MAIN HOUSE - 1000 GALLONS, TWO-COMPARTMENTS, CONCRETE SEPTIC TANK CLEANOUT ~25-FEET, 4-INCH DIAMETER SDR35 PIPE BUILDING SEWER LINE AT 2% SLOPE 6' ~6-FEET, 4-INCH DIAMETER SDR35 PIPE BUILDING SEWER LINE AT 2% SLOPE GUEST HOUSE - 1000 GALLONS, TWO-COMPARTMENTS, CONCRETE SEPTIC TANK PROFILE HOLE #1 GUEST HOUSE LEACHFIELD ~258 FEET 4-INCH DIAMETER, SDR35 PVC EFFLUENT LINE WITH CLEANOUTS AT <100' INTERVALS CLEANOUTS CLEANOUT Inv out = 8503' 16'+/- PROFILE HOLE #2 8460098020406 85104' 318'+/- S T A TO WE L L TEMPORARY EROSION CONTROL 1. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL IN ACCORDANCE WITH THE BEST MANAGEMENT PRACTICES. 2. SILT FENCE SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE OF THE LIMITS OF DISTURBANCE AND AT THE BASE OF STOCKPILED MATERIAL, PRIOR TO EXCAVATION, AND MAINTAINED AND KEPT IN PLACE UNTIL THE FINISH GRADE IS CONSTRUCTED AND REVEGETATED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING THE RELEASE OF SEDIMENT WITH THE RUNOFF FROM THE SITE AND SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES AT THE REQUEST OF THE APPROPRIATE BUILDING OFFICIALS. DRAWN BY: CHECKED BY: PROJECT NO.: SHEET DRAWING NO.: DATE:BYDESCRIPTIONDATENO.P.O. Box 724 Eagle, CO 81631Tel (970) 926-9088 www.lkpengineering.comL.P. L.P. 16-3149 MAY 11, 2017 16-3149OWTS.DWG C-2LOT 19, CORDILLERA FILING NO. 40THE TERRITORIES594 WINCHESTER TRAILEAGLE COUNTY, COLORADOO'CONNOR RESIDENCE & GUEST HOUSEONSITE WASTEWATER TREATMENT SYSTEMMAIN HOUSE PROJECT DESCRIPTION: PROJECT NO.: LOT 19, CORDILLERA FILING NO. 40 16-3149 Engineering, Inc. AS -BUILT 594 WINCHESTER TRAIL PERMIT NO.: LKP' CIVIL/GEOTECHNICAL SKETCH EAGLE COUNTY, COLORADO OWTS-4-17-16443 DATE: 0 CONNOR 3-BEDROOM RESIDENCE 10-24,27&11-1,21, 2017 LOT 19 -4-FEET, 4-INCH THE TERRITORIES DIAMETER SDR35 PIPE 35.331 ACRES BUILDING SEWER LINE 0594 WINCHESTER TRAIL 1000-GALLONS, TWO -COMPARTMENTS, GUEST CONCRETE SEPTIC TANK BY VALLEY PRECAST HOUSE WITH A FILTER AT THE OUTLET TEE 2-BRM -33-FEET, 4-INCH DIAMETER 2' SDR35 PIPE BUILDING SEWER LINE / 1000-GALLONS, TWO -COMPARTMENTS, CONCRETE SEPTIC TANK BY VALLEY PRECAST LEANOUT WITH A FILTER AT THE OUTLET TEE LEANOUT CLEANOUT -260 FEET 4-INCH DIAMETER, SDR35 PVC EFFLUENT LINE MAIN HOUSE 3-BRM s�LEANOUTS "'Ok -140 FEET 4-INCH DIAMETER, SDR35 PVC EFFLUENT LINE iNSPECTION PORTS INSTALLED IN THE END CAPS OF THE FIRST AND LAST INFILTRATOR OF EACH TRENCH NOTE: ONE FOOT OF CONCRETE SAND PLACED AT THE BOTTOM OF ALL TRENCHES 16 17 22 22 4-INCH DIAMETER, SDR35 PVC SERIAL DISTRIBUTION NUMBER OF INFILTRATORS PER TRENCH (TYPICAL) PVC / LEL p� TR n GAS MA KER 611:� 1 851' G 0 0 O '\S ATER SERVICE/ \� �i R= L= Chl P.O. Box 724 Eagle, CO 81631, (970) 390-0307, www.lkpengineering.com IN ice i'� �": .• �/ �► r - 5 k. � . �� >Y�� ,_ -� �;:4 a ;� e Ok - - �. � .- ,�` s �` -=�� �. f W u 1 v rrrr 7777 � CAT _a % I VL �..y✓^r ..tie � _ ,; w i '✓ r - / f. Ar .p` st -'t►-`max a n ,� wt�o ��IFI r- - r - F =� r It JI IF le 7 1. i ✓ di w" I� FIX ir - yi- - te, t- _ -- ^'f � '' - _ ! -� - � _%...s �' � `1- _ t,,,�.•� = rye'.{L���E����f��" - - .. IF AoI IIIIIV Jr. � G_ •>, ".ems _ " ,. � _i r` Y r -f _:-'- Akrrf jw do lor 00 4- .� r ¢ X ~'9It Wit ' - - - s lop jwk -_ -f� r ark;. Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax:(970)328-8788 EAGLE COUNTY Private Wastewater Permit NO. OWTS-4-17-16591 System Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 5/22/2017 Expires: 9/19/2017 Project Address Parcel No. 594 WINCHESTER TRL 210720201019 I Engineer(s) Phone LKP Engineering, Inc (970)390-0307 Contractor(s) License Number Phone Primary Contractor DIAMOND A EXCAVATING 08-17 (970)926-2596 Yes Ins ections: For Inspections call: (970) 328-8755 Inspection IVR Permitted Construction / Details: Install the OWTS exactly as depicted in the LKP Engineering, Inc. design stamped, signed and dated May 11, 2017 by Luiza Petrovska, PE. The system is designed to serve a two bedroom guest house. ystem consists of a 1,000 gallon, two compartment, concrete tank followed by 500 square feet of soil eatment area (prior to the 30% adjustment for using chambers) via the installation of 33 Infiltrator Quick Plus Standard chambers arranged in two, serially -connected parallel trenches with 17 chambers in the )p trench and 16 in the following trench atop a 1 foot layer of concrete sand. Since the design engineer id not specify a tank manufacturer, final documents must verify the tank used is on the approved list eveloped by CDPHE, WQCD. Contact Eagle County and the design engineer to coordinate inspections as necessary. The design engineer must conduct all inspections to certify proper installation in accordance with the design drawings. The engineer final certification letter along with photos and record drawing are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the dwelling. CONDITIONS: Customer Copy 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. 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 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Ray Merry May 22, 2017 Issued by: Environmental Health Department, Eagle County, CO Date DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaolecounty.us P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us EAGLE COUNTY :<%k:kKx=kX�xxxx:k:k:k:kxkY%k�:i=*:k.'.::k%kx�xx:k%k:k%k%k%kx�x%kxxxx=k�k�kMx1:%k�Yx:k:'r-%k��k�x*�:kx%k%k:k:kx=kxx�%k:kx%k. APPLICATION FOR ON -SITE WASTEWATER TREATMENT SYSTEM (OWTS) PERMIT INCOMPLETE APPLICATIONS MAY NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEESCHEDULE APPLICATION FEE FOR NEW OWTS OR MAJOR REPAIRS $800.00 MINOR REPAIR FEE $400.00 Fee includes the design review, permitting and maintenance of OWTS records Make all checks payable to: Eagle County Treasurer Property Owner: '�AcLtt,q L Z(c-m)br „Phone: as 3 Owner Mailing Address: �3 by, Y3 5F ���� 9D o IV/ email: shun— v Professional Engineer: _ `� i� j 10 C Pririj Phone: 0 - Applicant / Contact Person: M qu S WA iA 1L' & ( (hone: 1H -Qg (0 Da Licensed Systems Contractor Name / Company: _l la of n i _ Fx-e- P v �-[ [_'JYl Contractor Mailing Address: 604 9"rds %I Lp� Contractor License #: D&- l Contractor Phone Number: q 70 _ q, && email: / PS (Yl C3l f/ ('it-M OWTS Permit Application is for: _New Installation Alteration Repair Tax Parcel Number: ,:�'/U-7 c2Oc�2 O /D/ Lot Size: _S5_1 330 ar ('�S Assessor's Link: www.eaglecounty.us/patio/ Physical Address: 5 a)/ 11C be CQ),( rd s Legal Description: ' r (' 1 ` o r /PS� L C4 l Building Type: Residential / Single Family Number of Bedrooms: Z_ r u.tAl hv�t Residential / Multi Family Commercial / Industrial Number of Bedrooms: Type of Use: *As of 06/27/2014, all systems require design by a Registered Professional Engineer Type of Water Supply: ►Private Well Spring Surface Public If Public, Name of Supplier: Applicant Signature: _ Date: -� �k_k;k%F :b• Irr c J/ 1 /// 63 5_5- Office Use Only: OWTS PERi\IIT # `i'� 5 _ BUILDING PERMIT # �5 � _16— �� p3 Amount Paid: Receipt #: Check #: l) Date: LKP Engineering, Inc. CnMJGEOTECH ICAL December 1, 2017 Debra Monroe KH Webb Architects PC 710 West Lionshead Circle, A Vail, CO 81657email: Debrakkhwebb.com Dear Debra: RE: Inspection of Septic System Installation O'Connor Guest House -2-Bedrooms Lot 19, Cordillera, Filing No.40 The Territories, 0594 Winchester Trail Eagle County, Colorado Project No. 16-3149— OWTS-4-17-16591 At the request of Les Arney, Diamond A Excavating, the installer of the septic system, on October 24 and 27, and on November 1 and 21,2017, we visited the O'Connor Residence on Lot 19, Cordillera, Filing No.40, The Territories, 0594 Winchester Trail, Eagle County, Colorado. The purpose of our site visits was to inspect the installation of the septic system for the guest house. At the time of our site visit the residence was under construction. The system for the guest house was designed and constructed for a 2-bedroom residence. The system was installed in overall compliance with the septic system design, Drawing No. 16- 3149OWTS.dwg, dated May 11, 2017. At the time of the inspection we observed the following: They installed a 1000-gallons, two compartments, precast, concrete, septic tank by Valley Precast. They had constructed a cleanout at about 2 feet between the tank and the building, as shown on the as -built sketch. The inlet and outlet of the tank had the T's installed. In the outlet tee they installed an effluent filter with a handle extension within a foot of the cover. The tank access ports had 24-inch white, plastic risers over each and were covered with green plastic lids. The lids were at the ground surface. Once the trenches were excavated, one foot of concrete sand was placed on the bottom of each trench. Thirty-three (33), Q-4 Plus, Standard Infiltrator Chambers were installed in two trenches, with 17 infiltrators in the first and 16 in the second trench. There was a minimum of 6 feet separation between the trenches. They were connected with serial distribution. All inspection ports were installed (in the end caps of the first and last chamber of each row of infiltrators). The effluent line from the septic tank to the leachfield was about 260 feet long. There were four cleanouts installed on the effluent line. One was installed right after the outlet of the septic tank, the second at about two feet ahead of the 45 degree angle point and about 42 feet passed the first cleanout, the third one was about 88 feet further west and the fourth one was at about 75 feet further west towards the infiltrators. There is no other warranty either expressed or implied. RE If you have any questions, please do not hesitate to call. ,.�`''Q,��.�• GJ£r� Sincerely, = ;� LKP Engineering, Inc. _ 29526 r ■ 4�e; Z11;7 9 . Luiza Petrovska, PE �''•.,,ri* •�""'•r�V•k'■ cc: Eagle County Environmental Health Department E-mail: Giovanna Harkay giovanna.harkay(a,eaglecounty.us, environment(a_)eaglecounty.us J:\—WP X4-LKP\ 2017\17-31720SIQ4PLUS.DOCX P.O. Box 724, Eagle, CO 81631 Tel. (970) 390-0307 October 30th, 2018 Mr. Shaun O’Connor 23 W 73rd St. New York, NY. 10023 RE: Final approval of the: Septic System Installation, OWTS-4-17-16591 Property location: 594 Winchester Trail, Eagle County area. Mr. O’Connor: This letter is to inform you that the above-referenced, OWTS-4-17-16591 permit, has been inspected and finalized. This OWTS permit was approved and sized to serve a 2 bedrooms, guest house. Additional information about the maintenance your septic system needs can be accessed through our website links, provided on the Environmental Health Department’s septic system resource page. Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system . Landscape features, trees with tap roots, irrigation systems and parking areas above the soil treatment area can cause premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. If you have any questions regarding this information, please contact us at (970) 328-8755 and reference the OWTS septic permit number. Best Regards, Giovanna Harkay. Administrative Fiscal Tech IV Attachments: Certification Letter and Design – Septic System Flyer – Final Letter PUBLIC HEALTH & ENVIRONMENT (970) 328-8755 FAX: (970) 328-8788 Environment@eaglecounty.us RAYMOND P. MERRY, REHS Manager We recommend that the trenches are excavated 4 feet, through the topsoil and blocky clay and into the lighter brown to whitish, silty sand with cobbles and boulder. We also recommend that one (1) foot of concrete sand be placed in the bottom of each trench. The infiltrator chambers will then be constructed on top of the sand filter. ! G , Cordillera, Eagle County, Colorado G Lot 19, Cordillera at the Territories, Filing No. 40, Eagle County, Colorado G There weren’t any existing structures on the property. G The property has a well for domestic use and public water for fire and sprinkler. G G The topography of the property within both of the proposed leachfield sites is moderate with a slope of about 17 percent. The two soil treatment areas will be in the same location, separated by about 10 feet. G Soil Data: Additional three profile holes were excavated. They were located below and to both sides of the proposed leachfield area. G ! G The proposed leachfield site is located on a back/side slope to the west of the guest house and the main residence.The slope shape is linear. The trenches will run along the contours. G The topography of the proposed soil treatment area is moderate. G The vegetation of the proposed soil treatment area consisted of sage brush with thick grass in-between. The surrounding vegetation was similar. G The property is situated on a mountain side in a residential area consisting of large (35 acre) parcels of land. There are no other natural and cultural features on the property. G Presently the property is used as a residential subdivision. Previous uses of the property based on local records were ranching. ! G ! profile holes were excavated and soil samples were taken for a tactile soil evaluation for the long term acceptance rate. ! G This site evaluation was completed by Luiza Petrovska, PE, of LKP Engineering, Inc. LKP Engineering, Inc., is located in Eagle, Colorado. The phone number is 970-390-0307 and Luiza=s email is luiza@lkpeng.com G February 9, 2017 and May 3, 2017. G Attached G STA to building, 135’+, building to septic tank 6'+, STA to property lines 160'+, septic tank to STA, 240’+ for the guest house and 150’+ for the main house, Septic tanks to Well 130’+. G : STA to Well 300’+, No bedrock, No surface water, No Gulch. G # # # # # # # G Large excavation equipment will be required for digging the basalt cobbles and boulders. G None known G Heavy snow during the first evaluation and no difficulties during the second y> ,. \� y 2 y\ \ ? \^ 4 IF � . . 1\ /�Aj ,4 fl g�� r `'- It I vt o „� j a� 1 16 k "s a§a Ail 44 a IL \ \ \ »« N ..2,�.\ FOR THE DESIGN OF THE SEPTIC SYSTEM USE LTAR = 0.6 GPD/SF ALSO, DUE TO THE AMOUNT OF COBBLES AND BOULDERS ADD 1-FOOT OF SAND ON THE BOTTOM OF EACH TRENCH PROFILE HOLE NUMBER 3, 4 AND 5 0 TO 2.0 FEET OF TOPSOIL 2.0 TO 4.0 FEET BROWN, BLOCKY, SANDY CLAY 4 TO 9 FEET LIGHT BROWN, SILTY SAND, TYPE 2 SOIL TYPE, WITH GRAVEL, COBBLES AND BOULDERS NO GROUND WATER ENCOUNTERED. THE PROFILE HOLES WERE DUG ON MAY 3, 2017 4" PVC ESTABLISH VEGETATIVE COVER NATIVE BACKFILL (TYP.) CONNECT AT END OF CHAMBER ROW SAND FILTER INLET AT 8" SIDE PORT FROM SEPTIC TANK TO NEXT TRENCH 36" TRENCH INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD CHAMBER SERIAL DISTRIBUTION TYPICAL DETAIL SECTION VIEW (NOT TO SCALE) 6' MIN. SAND FILTER: THE SAND FILTER MATERIAL SHALL BE CLEAN, COARSE SAND, ALL PASSING U.S. STANDARD SIEVE NO. 4. THE SAND SHALL HAVE AN EFFECTIVE SIZE BETWEEN 0.25 AND 0.6 MM. THE UNIFORMITY COEFFICIENT SHALL BE 4.0 OR LESS. MATERIAL MEETING ASTM 33, FOR CONCRETE SAND, WITH ONE PERCENT OR LESS FINES PASSING 200 MESH SIEVE MAY BE USED 4' 1' SITE PLAN EMAILED BY DEBRA MONROE WITH KH WEBB ARCHITECTS 1000 GALLONS, TWO-COMPARTMENTS CONCRETE SEPTIC TANK THE TANK SHALL HAVE RISERS OVER EACH ACCESS MANHOLE AND ALL RISERS SHALL EXTEND TO OR ABOVE FINAL GRADE. GENERAL NOTES 1. BEFORE DIGGING NOTIFY ALL APPLICABLE UTILITY COMPANIES. 2. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 3. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 4. CONFLICTS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. 5. ALL FINISH GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS OR POCKETS OVER THE LEACHFIELD. 6. ALL DISTURBED AREAS WILL BE RESTORED AND REVEGETATED. INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD CHAMBER PRODUCT SPECIFICATION (NOT TO SCALE) PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) (EFFECTIVE LENGTH) TOP VIEW SIDE VIEW END VIEW QUICK4 PLUS ALL-IN-ONE 12 END CAP INSPECTION PORT 85128514851685128514 85168510 8510PROFILE HOLE #5 PROFILE HOLE #4 PROFILE HOLE #3 CLEANOUT ~158 FEET 4-INCH DIAMETER, SDR35 PVC EFFLUENT LINE WITH CLEANOUTS AT <100' INTERVALS MAIN HOUSE - 1000 GALLONS, TWO-COMPARTMENTS, CONCRETE SEPTIC TANK CLEANOUT ~25-FEET, 4-INCH DIAMETER SDR35 PIPE BUILDING SEWER LINE AT 2% SLOPE 6' ~6-FEET, 4-INCH DIAMETER SDR35 PIPE BUILDING SEWER LINE AT 2% SLOPE GUEST HOUSE - 1000 GALLONS, TWO-COMPARTMENTS, CONCRETE SEPTIC TANK PROFILE HOLE #1 GUEST HOUSE LEACHFIELD ~258 FEET 4-INCH DIAMETER, SDR35 PVC EFFLUENT LINE WITH CLEANOUTS AT <100' INTERVALS CLEANOUTS CLEANOUT Inv out = 8503' 16'+/- PROFILE HOLE #2 8460098020406 85104' 318'+/- S T A TO WE L L TEMPORARY EROSION CONTROL 1. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL IN ACCORDANCE WITH THE BEST MANAGEMENT PRACTICES. 2. SILT FENCE SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE OF THE LIMITS OF DISTURBANCE AND AT THE BASE OF STOCKPILED MATERIAL, PRIOR TO EXCAVATION, AND MAINTAINED AND KEPT IN PLACE UNTIL THE FINISH GRADE IS CONSTRUCTED AND REVEGETATED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING THE RELEASE OF SEDIMENT WITH THE RUNOFF FROM THE SITE AND SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES AT THE REQUEST OF THE APPROPRIATE BUILDING OFFICIALS. DESIGN CALCULATIONS - GUSET HOUSE DESIGN LONG TERM ACCEPTANCE RATE RATE = 0.6 GPD/SF NUMBER OF BEDROOMS: 2 MAXIMUM DAILY FLOW = QMAX Qmax = 2 BEDROOMS X 2 PERSONS/BEDROOM X 75 GALLONS/PERSON/DAY QMAX = 300 GPD SEPTIC TANK V = 1000 GALLONS FOR 2 TO 3 BEDROOMS PLUS 250 GALLONS FOR EACH ADDITIONAL BEDROOM USE ONE,1000-GALLONS TWO COMPARTMENTS, CONCRETE SEPTIC TANK. ABSORPTION AREA BASED ON APPLICATION RATE: A = 300GPD/0.6GPD/S.F. A = 500 S.F. QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER SYSTEM IN A TRENCH CONFIGURATION WITH AN ALLOWED 30 PERCENT REDUCTION IN THE ABSORPTION AREA IS RECOMMENDED. Aadjusted = 350 S.F. SURFACE AREA OF ONE QUICK4, PLUS STANDARD INFILTRATOR CHAMBER = 12 S.F. USE 30 QUICK4, PLUS, STANDARD, INFILTRATOR CHAMBERS IN TRENCHES AS SHOWN ON THE PLAN. NOTES: 1. BENDS IN THE BUILDING SEWER SHALL BE LIMITED TO 45 DEGREES. 2. THE SEPTIC TANK SHALL BE INSTALLED LEVEL. 3. THE TANK SHALL HAVE RISERS OVER EACH ACCESS MANHOLE AND ALL RISERS SHALL EXTEND TO OR ABOVE FINAL GRADE. 4. EACH RISER LEAD SHALL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK, SPECIAL HEADED BOLTS OR SCREWS, OR SUFFICIENT WEIGHT TO PREVENT UNAUTHORIZED ACCESS. 5. THE INFILTRATOR TRENCHES SHALL BE INSTALLED LEVEL, ALONG THE CONTOUR. 6. EXCAVATE THREE (3) FEET WIDE TRENCHES. THE HORIZONTAL DISTANCE FROM SIDEWALL TO SIDEWALL BETWEEN THE TRENCHES SHALL BE A MINIMUM OF SIX (6) FEET. 7. THE BOTTOM AND THE SIDEWALLS OF THE TRENCHES SHALL BE RAKED (IF NEEDED) TO ELIMINATE SMEARING. 8. THE TRENCHES WILL BE 4-FEET DEEP, DOWN TO THE LIGHT BROWN, SILTY SAND AND BELOW THE BLOCKY CLAY LAYER. 9. PLACE A MINIMUM OF ONE (1) FOOT OF CLEAN, COARSE SAND. CONCRETE SAND CAN BE USED. 10. ASSEMBLE AND INSTALL THE INFILTRATOR CHAMBERS IN THE TRENCHES ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. 11. BACKFILL THE SIDEWALL AREA WITH NATIVE ON-SITE SOIL FOR PROPER SUPPORT. 12. BACKFILL THE TRENCHES WITH A MINIMUM OF 12 INCHES OF TAMPED SOIL COVER. 13. AVOID VEHICLE TRAFFIC OVER THE SYSTEM. 14. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION, OWTS REG 43 AND THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT REGULATIONS. 15.FOR THE INSPECTION OF THE SEPTIC SYSTEM - NOTIFY THE ECEH DEPARTMENT AND THE DESIGN ENGINEER PRIOR TO BACKFILLING ANY PART OF THE SYSTEM TO SCHEDULE AN INSPECTION. DRAWN BY: CHECKED BY: PROJECT NO.: SHEET DRAWING NO.: DATE:BYDESCRIPTIONDATENO.P.O. Box 724 Eagle, CO 81631Tel (970) 926-9088 www.lkpengineering.comL.P. L.P. 16-3149 MAY 11, 2017 16-3149OWTS.DWG C-3LOT 19, CORDILLERA FILING NO. 40THE TERRITORIES594 WINCHESTER TRAILEAGLE COUNTY, COLORADOO'CONNOR RESIDENCE & GUEST HOUSEONSITE WASTEWATER TREATMENT SYSTEMGUEST HOUSE PROJECT DESCRIPTION: PROJECT NO.: LOT 19, CORDILLERA FILING NO. 40 16-3149 Engineering, Inc. AS -BUILT 594 WINCHESTER TRAIL PERMIT NO.: LKP' CIVIL/GEOTECHNICAL SKETCH EAGLE COUNTY, COLORADO OWTS-4-17-16591 DATE: 0 CONNOR 2-BEDROOM GUEST HOUSE 10-24,27&11-1,21, 2017 LOT 19 -4-FEET, 4-INCH THE TERRITORIES DIAMETER SDR35 PIPE 35.331 ACRES BUILDING SEWER LINE 0594 WINCHESTER TRAIL 1000-GALLONS, TWO -COMPARTMENTS, GUEST CONCRETE SEPTIC TANK BY VALLEY PRECAST HOUSE WITH A FILTER AT THE OUTLET TEE 2-BRM -33-FEET, 4-INCH DIAMETER 2' SDR35 PIPE BUILDING SEWER LINE / 1000-GALLONS, TWO -COMPARTMENTS, CONCRETE SEPTIC TANK BY VALLEY PRECAST LEANOUT WITH A FILTER AT THE OUTLET TEE LEANOUT CLEANOUT -260 FEET 4-INCH DIAMETER, SDR35 PVC EFFLUENT LINE MAIN HOUSE 3-BRM s�LEANOUTS "'Ok -140 FEET 4-INCH DIAMETER, SDR35 PVC EFFLUENT LINE iNSPECTION PORTS INSTALLED IN THE END CAPS OF THE FIRST AND LAST INFILTRATOR OF EACH TRENCH NOTE: ONE FOOT OF CONCRETE SAND PLACED AT THE BOTTOM OF ALL TRENCHES 16 17 22 22 4-INCH DIAMETER, SDR35 PVC SERIAL DISTRIBUTION NUMBER OF INFILTRATORS PER TRENCH (TYPICAL) PVC / LEL p� TR n GAS MA KER 611:� 1 851' G 0 0 O '\S ATER SERVICE/ \� �i R= L= Chl P.O. 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