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HomeMy WebLinkAbout204 Stag Horn Trl - 194122301006Work Classification:New CO AddressOwner Information Permit Status:Active Project Address 194122301006 Permit Type:OWTS Permit Permit NO.OWTS-5-15-12582 Expires:9/26/2015Issue Date:5/29/2015 Parcel No. 204 STAG HORN TRL Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: Cell: Inspection For Inspections call:(970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (888)406-2289Eliminite Contractor(s)Phone Primary ContractorLicense Number Holland Creek (970)343-0229 Yes09-15 SUZETTE AND PETER HEARN Permitted Construction / Details: Installation of the OWTS exactly as depicted on the design document as revised May28, 2015 by Thomas J. Kallenbach, PE. Storage and treatment consists of a2,000 gallon two compartment Fron Range Precast septic tank(or equivalent approved for use in Colorado) and an Eliminite 220C treatment unit installed within another 2,000 gallon septic tank. Effluent is pressure dosed onto a 864 square foot soil treatment area(after applying adjustment factors to 1,500 square feet) via the installation of 72 Infiltrator Quick 4 chambers buried 18" deep arranged in4 rows with18 chambers in each row. Be sure to bring access to grade for tank lids, valve boxes and inspection portals and to install inspection portals at both ends of each trench. Contact the design engineer to certify the system and to prepare the as-built drawings. System certification along with photos and the as-built drawings are required to be approved by Eagle County Environmental Health prior to the use of the system and occupancy of the dwelling. Issued by: Environmental Health Department, Eagle County, CO June 01, 2015 Date Customer Copy Ray Merry CONDITIONS: 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 DEPA ME' OF ENVIRONM L HEALTH (970)328-8755' FAX: (970) 328-8788 TOLL FREE:800-225-6136 wunv.eaaieun.as CEC�FOMF. D M10,181 9015 500 Broadway www.eaglecounty.us EAGLE COUNTY 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 $8W.00 MINOR REPAIR FEE $4p0.00 Fee includes the design review, permitting and maintenance of OWTS records Make all checks payable to: Eagle County Treasurer Property Owner: Suzette & Peter Hearn Phone: c/o Holland Creek Metro, 28 Second St, Owner Mailing Address: Suite 213 Edwards CO 81632 email: Professional Engineer: Thomas Kallenbach 215-880-2012 he?landcFee k vaterC certuril nl .net Phone: 406-581-1613 Holland Creek Metro / Donald Odell Applicant /Contact Person: Phone: 970-569-3045 Licensed Systems Contractor Name / Company: Holland Creek Metro Contractor Mailing Address: 28 Second St, Suite 213, Edwards, CO. 81632 Contractor License #: Contractor Phone Number: 970-569-3045 email: hollandcreekwatcenturvlink,net OWTS Permit Application is for: x New Installation 1941-223-01-006 Tax Parcel Number - Assessor's Link: ww-w.caplecountv.us/patie/ Physical Address: 204 Stag Horn Trail, Wolcott, CO.81655 Legal Description: Lot 66 Red Sky Ranch x Building Type: Residential / Single Family Residential / Multi Family Alteration Repair 8.217 Lot Size: Number of Bedrooms: 6 Number of Bedrooms: Commercial / Industrial Type of Use: *As of (W27/2014, all systems require design by a Registered Professional Engineer Type of Water Supply: Private Well Spring Surface x Public If Public, Name of Supplier: PSWID: CO-0119673- Red Sky Ranch water treatment facility Applicant Signature: </u���f� Date: Office Use Only: OWTS PERMIT # lS—Jo�S9�BUIL DINe PERMrr # AL—/ Amount Paid: '- Receipt #: Q� Check #: ✓��� Date: / S October 31, 2016 Mr. & Mrs. Peter Hearn c/o Holland Creek Metro District 28 Second St, Suite 213 Edwards, CO 81632 RE: Final approval of septic permit OWTS-5-15-12582; Tax parcel #194122301006; Property location: 204 Stag Horn Trail, Wolcott area Mr. Hearn: This letter is to inform you that the above-referenced septic permit has been inspected and finalized. This permit was approved and sized for a total capacity for 6 bedrooms. Additional information about the maintenance your septic system needs can be accessed through web site links provided on the Environmental Health Department’s home page at http://www.eaglecounty.us/envHealth/ 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 drain field 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. By following a few simple guidelines, like avoiding grease or other additives down the drain and making sure your septic tank is on a pumping schedule, your system has been designed to last for many years. If you have any questions regarding this information, please contact us at (970) 328-8755 and reference the OWTS septic permit number. Sincerely, Terri Vroman Administrative Technician IV cc: OWTS electronic permit folder Energov electronic file OWTS-5-15-12582 Eliminite – Project Lot 66, RSR DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us RAYMOND P. MERRY, REHS Director October 6, 2016 Raymond P. Merry, RHES Environmental Health Director Eagle County Government P.O. Box 179 Eagle, Colorado 81631 Permit NO. OWTS-5-15-12582204 Subject: Onsite Wastewater System Final Certification, 204 Stag Horn Trail, Red Sky Ranch Lot 66, Wolcott, CO 81655. Dear Mr. Merry: Please accept this letter as final certification of the installation of the individual wastewater treatment system for the above referenced property. Holland Creek Metro District and Stenson Excavating Inc. completed installation and I have reviewed their work and found it to be in compliance with the plans approved by your office. A record drawing showing the location of the major components with GPS coordinates is attached. If you have questions, please contact me at your convenience. Sincerely, Thomas J. Kallenbach, P.E. 10/7/2016 Eagle County Government Mail - OWTS 5 15-12582204 P- hYGcx;Sle EAGLE CC)UNT OWTS 5-15-12582204 Thomas J. Kallenbach, P.E. <tjk@mail.eliminite.com> To: #environment <environment@eaglecounty.us> Cc: CBurns <CBurns@vailresorts.com> Ray Merry <ray.merry@eaglecounty.us> Thu, Oct 6, 2016 at 2:48 PM Dear Eagle County Environmental Health Department, Please find under cover of this email a final certification for the individual wastewater treatment system recently installed at 204 Stag Horn Trail, Red Sky Ranch. The record drawing is too large to email so we will get it to you another way. The installer was Stenson Excavating Inc and the tanks are Infiltrator Model 1530. The system has been tested and is ready for service. Please contact me directly with questions and thank you for your time. Tom Thomas J. Kallenbach, P.E. Kallenbach Inc. Eliminite P.O. Box 359 Belgrade, MT 59714 406-581-1613 www.eliminite.com www.squirtonsite.com www.eliminite.blogspot.com www.squirtonsite.blogspot.com Final Cert RSR Lot 66.pdf 178K hftps:Hmail.google.com/mai I/ca/u/0/?ui=2&ik=1141485fcl &view=pt&search= i nbox&m sg=1579bcl a98218461 &si m l=1579bc1 a98218461 1/1 HOLLAND CREEK METROPOLITAN DISTRICT Eagle County Treasurer Date Type Reference 5/11/2015 Bill Lot 66 First Bank - Ckg 5/12/2015 5476 Original Amt. Balance Due Discount Payment 800.00 800.00 800.00 Check Amount 800.00 Legal Description: . , 1— —, x Building Type: Residential / Single Family Residential / Multi Family Number of Bedrooms: 6 Number of Bedrooms: Commercial / Industrial Type of Use: *As of 06127/2014, all systems require design by a Registered Professional Engineer Type of Water Supply: Private Well Spring Surface x Public If Public, Name of Supplier: PSWID: CO-0114673- Red Sky Ranch water treatment facility Applicant Signature: {/�J�y� Date: Office Use Only: OWTS PERMIT # 5 /S—A;S91_7BUILDING PERMIT It Amount Paid: Receipt #:heck #: J��� Date: 209’65’78’80’72’208’256’212’147’258’255’257’181’137.5’173’64’115’39 40’ 57.8” N106 40’ 47.6” W39 40’ 58.6” N106 40’ 48.7” W39 40’ 58.5” N106 40’ 48.9” W39 40’ 58.7” N106 40’ 48.5” W39 40’ 58.8” N106 40’ 48.2” W39 40’ 57.7” N106 40’ 47.9” WRECORD DRAWING 10-6-2016 209’65’78’80’72’208’256’212’147’258’255’257’181’137.5’173’64’115’39 40’ 57.8” N106 40’ 47.6” W39 40’ 58.6” N106 40’ 48.7” W39 40’ 58.5” N106 40’ 48.9” W39 40’ 58.7” N106 40’ 48.5” W39 40’ 58.8” N106 40’ 48.2” W39 40’ 57.7” N106 40’ 47.9” WRECORD DRAWING 10-6-2016 204 STAGHORN TR LOT 66 RED SKY RANCH + 78,3 + 77,8 -------------- C4 1-----------------_ � 8 7 a 0 2' 51 " E -- 8 0 2 ---------------------------- ' 8 6,5 _ a---------- 1 4.0 2 8 4, 2 816 - - N 8 4 2 g 51 9 9----------- 78 -----/ -- 783 -- -- 248 ' -_ ----------- - -------------- j ----_ - - - 72,8 - +------------ --- *0.7 1 / i -�--------__- - - --- \\OUR 75' LATERA,LS / \ \ \ \ \ \ \ -- \ \ \ 1 \5' O SCH.40 PVC 1 / 0.7 \ \ \ 0.5 \\ ® \ \ \ - \ - --- \ 1111, 6 \0 ORIFICES 5FT\ ORIFICE SPACING \ \ \ \ \ \ \ \ \ \ \ \ \ INSTALL LATERALS 18" TO\ 24" BELOW GRADE COORDINATE CONTROL PANEL LOCAT\ION WITH HOLLAND REEK METRO U�ISTRICT \✓/� I \ 1.0\\ 0.7' \ 0.7' \\ 1 \\ \\ \\ \ \\ 200q GAL PRIMARY (TANK 0.7 I \ \ \ \\ 2"0 MANIFOLD / I I \ \\ \ OFFSET AS REQUIRED. SEE DETAIL ON THIS SHEET. \ 0.5 \ ELWINITE 2200 0.7' \ \\ \\\\ \\ \\ \\\\ \ ii' \ \ \\ \ \ 4"0 SCH.40 PVC BUILDING SEWER \ \ *O.7 1 \\ \\ \ \\ \1 \ \\ \ \ \ \\ \\ \\\ \\ \ \ 1\ \\ 0.5' \ \ 0.5 \ \ 1 \ \ \ 0.3' 10.5 / �v v v v O/ \ \ 0.3' \\� v v vv lam, vv 1.0 \ \ \ \ 1, \ \ 0.3 \ \ \ \ 1.0' \) 0. 7 L\\\O \ CLEANOUT. INSTALL IN--B ILDING SE AT 50FT\f�NTERVAL 0 7 \ \ \ 0. 7 \\ \\ \\ o \ \ \ 6 6 0. 5 \ BRING CAP FLUSH\ WITH F�fl'� RADE. \ v v 1.0 / v / ; \ 8.21 ACRES '\\ , `\' 0.7' \ 0.7' \ \\ �___ 0.7 I I X \\ I \ 0.7' \ / I 0.5' I OFFSET IN BUILD)NGG R IS INCLUDED TO 1 \ y\ \ REDUCE VISUAL IMP F SITE DISTURBANCE. INSTALL AS NECESSA 0 ACHIEVE DESIRES 1 \ \ EFFECT. SEE DETAIL ON �TiIS PAGE. 4 _ \1.0 v ©� v vv vvv vv 0.7 0.7 v v v v v \ \ \ COORDINATE BUILD`NG SEWER CONNECTION \ -,WITH ARCHITECT AND GENERAL CONTRACTOR0.7 ' CONTRACTOR IS INSTRUCTED TO TAKE NECESSARY PRECAUTIONS TO REDUCE SITE DISTURBANCE. BUILDING SEWER MUST BE ROUTED AROUND TREES AND SIGNIFICANT SITE VEGETATION. NATURAL ROCK OUTCROPPINGS ARE TO REMAIN UNDISTURBED UNTIL CONSULTATION WITH AND APPROVAL FROM PROJECT ARCHITECT AND HOLLAND CREEK METRO DISTRICT. THE PURPOSE OF THE OFFSET BUILDING SEWER DETAIL IS TO PROVIDE ONE EXAMPLE OF A METHOD THAT WILL HELP AVOID A LONG CONTINUOUS TRENCH LINE. OTHER METHODS THAT MAY BE ACCEPTABLE INCLUDE USING BELL AND SPIGOT GASKETED PVC PIPE AND DEFLECTING THE JOINTS AS SPECIFIED BY THE MANUFACTURER TO CREATE A LONG SWEEP. W \- 4"0 BUILDING SEWE WHEN THE TRENCH FOR THE BUILDING SEWER IS CONSTRUCTED, T IS NECESSARY THAT THE CONTRACTOR SEPARATE THE TOPSOIL FROM THE SUBSOIL. DURING BACKFILL THE TOPSOIL WILL BE REPLACED LAST TO BRING THE TRENCH TO FINISH GRADE. SOIL DATA HORIZON DEPTH THICKNESS TEXTURE COLOR RXN CF MOTTLED ROOTS STRUCTURE IN. IN. % A 0-12 12 LOAM 10YR 3/2 0 0 NO NO ST. FINE SUB- ANG. BLOCKY Al 12-22 10 CLAY LOAM 10YR 2/1 0 0 NO NO WEAK MED SUB- ANG. BLOCKY BT 22-60 38 SILTY CLAY 10YR 4/4 0 5 YES YES MASSIVE C1 60-84 24 SANDY LOAM 10YR 5/4 0.5 15 YES YES STRUCTURELESS C2 84-96 12 SILTY CLAY 10YR 4/1 0 10 YES YES WEAK MED BLOCKY General Notes po EG' Y AL 2 SOIL DATA ADDED 5/28/15 1 FIRST ISSUE 5/29/1 No. Revision/Issue Date Firm Name and Address THOMAS KALLENBACH,P.E. TJKALLEN BACH @GM Al L. COM (406) 581-1613 Project Name and Address HEARN RESIDENCE 204 STAGHORN TR. RED SKY RANCH WOLCOTT, CO LOT 66 RSR Project Sheet 1 OF 3 Date 5/29/14 Scale CLEANOUT FLUSH---,,.,., WITH GROUND SURFACE DRAINFIELD ELIMINITE 220 C TANK IS 2000 GAL PRECAST CONCRETE 2"0 FORCEMAIN TO DRAINFIELD RECIRCULATION PUMP GRAINFIELD CHAMBERS 7-T/\2 INFILTRATIVE SURFACE 'N APPLICATION RATE:0.4 GPD/FT^2 AL APPLICATION RATE: 0.17 GPD/FT^2 LTAR: 0.6 GPD/FT�2 2"0 FORCEMAIN 7,,'—In" 7 / ME) Aini17-i17-in nI I1An ANOXIC RETURN LINE 2" SUBGRADE INSULATION nni v oicnoc %All-ru I Inc` CLEANOUT 1.5" PVC BALL VALVE FOR FLUSHING CIRCULAR PLASTIC VALVE BOX 'C PIPE EXTENSION AS REQUIRED BRING VALVE BOX COVER FLUSH TH FINISHFD GRADF FLUSHING ASSEMBLY 2000 GALLON PRIMARY TANK. TANK DIMENSIONS AND ELEVATION WILL VARY DEPENDING ON THE BRAND OF TANK SELECTED. COORDINATE WITH H OLLAN D CREEK METRO DISTRICT TANK MANUFACTURER MUST PROVIDE TANK APPROVAL BY CDPHE. IN FROM RESIDENCE CONTACT ENGINEER FOR FLOAT SETTINGS General Notes DRAINFIELD LATERALS ARE 75 FT LONG WITH -i�� ORIFICES DRILLED ON 5 FT CENTERS. DRAINFIELD TRENCHS ARE 18" TO 24" BELOW NATURAL GRADE. FLUSHING VALVES MUST BE OPEN AND SYSTEM COMPLETELY FLUSHED PRIOR TO PRESSURIZATION. PROVIDE SUITABLE BASE, BEDDING AND BACKFILL FOR CONCRETE TANKS. CONSULT TANK MANUFACTURER FOR INSTRUCTIONS. AT THE DISCRETION OF HOLLAND CREEK METRO DISTRICT, ALTERNATE TANK STYLES WILL BE ACCEPTABLE. MAINTAIN TANK VOLUMES AS INDICATE ON THESE PLANS. INSTALL 2" EXTRUDED SUBGRADE INSULATION OVER TOP OF BOTH TANKS AND INSIDE AL RISERS. 2 SOIL DATA ADDED 5/28/15 1 FIRST ISSUE 5/29/1 No. Revision/Issue Date Firm Name and Address THOMAS KALLENBACH,P.E. TJK ALLEN B ACH @GM Al L. COM (406) 581-1613 Project Name and Address HEARN RESIDENCE 204 STAGHORN TR. RED SKY RANCH WOLCOTT, CO LOT 66 RSR Project Sheet 2 OF 3 Date 5/29/14 Scale PLASM SECTION 4- Push Seal &mket outiet -M1 r T-8" -jr heavy duty Iry -.y rl1e nser system +r APPROVED ALTERNATE: FRONT RANGE PRECAST 2000 GAL SEPTIC TANK. CONTACT ENGINEER FOR FLOAT SETTINGS CIRCUIT BREAKERS PUMP RELAYS ALTERNATE 900 LAYOUT IF NEEDED TO FIT SITE C:tUSers\Tom0ocuments''RSR Lot 66 Squirt filesTot 66 RSR.sgr Maximum Orifice Minimum Orifice Orifice Flow Lateral Flow Manifold Manifold Manifold Residual Orifice R _ Flow Rate (gpm) Flow Rate (gpm) Differential (%) Rate (gpm) Pressure (ft) Flow Rate (gpm) Headloss (k] Pressure (ft) Orifice Diam Lateral 1 1.77 1 1.69 1 4.85 1 25.64 1 16.93 1 25.64 1 .12 15.00 1 NO PLA _ Lateral 2 1.73 1 1.65 1 4.86 1 25.12 1 17.50 1 50.76 .57 14.40 1 NO PLA _ Lateral 3 1.75 1 1.67 1 4.86 1 25.38 1 19.00 1 76.14 1 1.50 14.70 1 NO PLA Lateral 4 1.81 1 1.72 1 4.83 1 26.23 1 19.00 1 102.36 1 1.71 15.70 1 NO PLA Flowrate and Total Dynamic Head 102.36 gpm 63.26 ft Flow Differential Across System 9.46 % Total Lateral Length 300 ft. dose volume is 143 gal at 5 times lateral volume -Forcemain Pump Discharge --....-......... ........ .......................................... ................... Headloss in Forcemain: 7.97 ft Headloss in Discharge: 30 28 ft .................................................... Forcemain Volume: 1.6 gal. Velocity in Forcemain: 10.45 ft75ec Velocity in Discharge: 18.59 ft/sec Manifold volume: 4-1 gal. DRAINFIELD HYDRAULIC ANALYSIS RESULTS FL100-Series Electrical Data MODEL HP VOLTAGE PHASE SF FULL LOAD AMPS LOCKED ROTOR AMPS THERMAL OVERLOAD TEMP STATOR WINDING CLASS CORD LENGTH FT DISCHARGE AUTOMATIC FL102M-2 1 208-230 1 1.00 12 28.5 120"C 248'F B 25 1.5 OR 2" NO FL102M-3 1 208-230 1 1.00 12 28.5 120`C 248°F B 35 1.5 OR 2" NO FL102A-2 1 208-230 1 1.00 12 28.5 120°C 248'F B 25 1.5 OR 2" YES FL102A-3 1 208-230 1 1.00 12 28.5 120'C 248'F B 35 1.5 OR 2" YES FL103M-2 1 208-230 3 1.00 9 32.1 NIA B 25 1.5 OR 2" NO FL103M-3 1 208-230 3 1.00 9 32.1 NIA B 35 1.5 OR 2" NO FL104M-2 1 440-480 3 1.00 4.5 16 NIA B 25 1.5 OR 2" NO FL104M-3 1 440-480 3 1.00 4.5 16 NIA B 35 1.5 OR 2" NO FL105M-2 1 575 3 1.00 3.3 13 NIA B 25 1.5 OR 2" NO FL105M-3 1 575 3 1.00 3.3 13 NIA B 35 1.5 OR 2" NO CURRENT SENSOR 90 85 80 75 70 65 60 55 50 Ul E 45 0 40 l- 35 30 25 20 15 10 5 0 PUMP OPERATING POINT PROGRAMMABLE CONTROLLER RECIRC. PUMP H-O-A D.F. PUMP H-O-A FLOAT TERMINALS SUPPLY POWER Leg FL100-Series Dimensional Data _ "'WU J ump verrormance curves System Curve LIBERTY FI-1 C10 � 230 VOLT qER CORD 183 [d65) 11-11 tl NPT DtS i [2"' NPT DIS HAF ITH0 UT F LIB N C General Notes 2 SOIL DATA ADDED 5/28/15 1 FIRST ISSUE 5/29/1 No. Revision/Issue Date Firm Name and Address THOMAS KALLENBACH,P.E. TJKALLEN BACH @GM Al L. COM (406) 581-1613 Project Name and Address HEARN RESIDENCE 204 STAGHORN TR. RED SKY RANCH WOLCOTT, CO LOT 66 RSR Project Sheet 3 OF 3 Date 5/29/14 Scale