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Home My WebLink About300 Ten Five Dr - 247902300042Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-019063-2020 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 7/10/2020 Expires: 11/9/2020 On-Site Wastewater Treatement System Project Address Parcel Number 300 TEN FIVE DR, 247902300042 Owner Information Address Tom Whipple 10506 Weller DR Austin, TX 78750 Phone: Cell: Email: mail@tomwhipple.com Inspections: For Inspections Call: (970) 328-8755 and call the Design Engineer Engineer Phone Email LKP Engineering, Inc., Luiza Petrovska, PE (970) 390-0307 luiza@lkpeng.com Contractor License Number Phone Email Permitted Construction / Details: A licensed installer has not been identified. No person shall install, renovate, or repair an OWTS in Eagle County (EC) without a valid EC Systems Contractor License. Any person that conducts a business as a systems contractor without having obtained a valid license section commits a Class 1 petty offense as defined in section 18-1.3-503, C.R.S. Please notify the department when an installer is identified, prior to installation of the OWTS. Install both OWTS exactly as depicted in the LKP Engineering, Inc design dated August, 15 20219, stamped and signed by Luiza Petrovska, PE. The OWTS is designed to serve four bedrooms. The OWTS consists of a 1500 gallon three compartment Valley Precast septic tank (2000 gallon total volume) with an effluent filter and Valley Precast Auto Siphon, model #316, and dose counter installed in the third compartment. The siphon will dose approximately 162 gallons to 875 square feet of soil treatment area consisting two beds, each with two rows of 19 Infiltrator Quick4 Plus Standard chambers, for a total of 74 chambers as shown on the design drawing. The chambers are to be placed atop four feet of over excavated soil media that is removed, broken down, mixed, and replaced without large rock and boulders. The sewer line must be encased where it crosses the ditch, as show on the design drawing. Maintain all setbacks and elevations as shown on the design drawing. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure the functionality of the system. System certification, along with photos and a record drawing is required to be submitted to and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the dwelling. THIS PERIMT 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 Issued by: Environmental Health Department, Eagle County, CO Claire Lewandowski Date July 10, 2020 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH 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 4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Friday, July 10, 2020 1 INSPECTION WORKSHEET (Highway 24 - 300 TEN FIVE - 508227) FOR EAGLE COUNTY GOVERNMENT OWTS-019063-2020Case Number:Case Module:Permit Management 06/29/2021 ApprovedInspection Status:Inspection Date: OWTS Final InspectionInspection Type:Inspector: Job Address:Parcel Number:300 Ten Five Dr CO 247902300042 Company Name NameContact Type Engineer LKP Engineering, Inc.Luiza Petrovska, PE Owner Tom Whipple CommentsPassedChecklist Item True Tank moved due to high groundwater. This is reflected in the updated site plan. Tank is a 1500 gallon three compartment Valley Precast tank (2000 total volume). Septic Tank - Septic Tank True Received 10/5/2021 from LKP.Record Drawing - Record Drawing True Received 10/5/2021 from LKP.Record Photos - Record Photos True Received 7/10/2020 from LKP.Site and Soil - Site & Soil True Received 10/5/2021 from LKP.Final Certification Letter - Final Certification Letter True Received 7/10/2020 from LKP.General Plan - General Plan True On 6/28/2021 during inspection, squirt test was unsuccessful and then they ran out of water. One chamber was cracked and broken, needed to be replaced prior to approval. STA consists of two beds of two rows of 19 chambers for a total of 74. A Valley Precast Auto Siphon model #326 and dose counter was used to dose approximately 162 gallons to 875 square feet. Soil Treatment Area (STA) - Soil Treatment Area (STA) True Werderitch Construction was the licensed installer.Identification of Systems Contractor - Identification of Systems Contractor October 07, 2021 Page 1 of 1P.O. Box 179, 500 Broadway, Eagle, CO 81631-0179 P.O. Box 724, Eagle, CO 81631 Tel. 970-390-0307 www.LKPEngineering.com October 5, 2021 Tom Whipple 10506 Weller Drive Austin, TX 78750 mail@tomwhipple.com RE: Inspection of Septic System Installation Fahrney 2-Bedroom Residence 300 Ten Five Drive Sunflower Lode and Colorado Mint Lode Eagle County, Colorado Project No. 19-3336– OWTS- 019063-2020 Dear Tom: At your request and at the request of the installer, Christopher Werderitch, 970-688-1448, cw@werdconst.com, on June 7, 28 (twice), 29, July 28, & on September 1,2,7,28, 2021, we visited your property at 300 Ten Five Drive, Sunflower Lode and Colorado Mint Lode, Part of Sec 2, T8S, R80W of the 6th PM, Parcel No’s 2479-023-00-042 & 2479-023-00-043, Eagle County, Colorado. The purpose of our site visits was to inspect the installation of the septic system for the proposed four-bedroom residence. The system was installed in overall compliance with the septic system design, Drawing No. 19-3336OWTS.dwg, dated August 15, 2019. At the time of the inspection, we observed the following: The building sewer line was connected to the west side of the existing cabin, as shown on the attached as-built sketch. There was a cleanout on the building sewer line at about 1.5 feet west of the existing wrap-around deck. The overall length of the building sewer line was about 157 feet, 4-inch diameter SCH40 PVC pipe. They installed 1500-gallons plus 500-gallon dosing chamber, in a three- compartments, precast, concrete, septic tank by Valley Precast with an effluent filter in the second compartment and with Model 318 Siphon for pressure dosing in the third compartment, with about 162 gallons per dose. The inlet of the tank had the Tee installed. The tank access ports had corrugated, plastic risers with secured, green, plastic covers. The covers were secured with nuts, bolts and screws. All risers were 48 inches high. The effluent line from the siphon chamber to end manifold of the soil treatment area, was about 173 feet long, 4-inch diameter, SCH40 pvc pipe. Cleanout was installed at the beginning of the effluent line with a 3/16-inch hole in the cap for the siphon, per the manufacturer’s recommendations. The central manifold was about 12-inches long, 2-inch sch40 pvc. The soil treatment area consisted of infiltrator chambers arranged in two beds with two rows of 19 infiltrators in each on each side of the central manifold, for a total of 76 Quick Four Plus, Standard Infiltrator Chambers. Four feet of the onsite silty-clayey, gravelly sand with angular cobbles and some boulders was overexcavated from the bottom of the beds, mixed and placed into the beds. Pressure dosing system consisting of 76-ft, 1.5-inch sch40 laterals perforated at the top with 5/32-inch holes at 4-ft intervals, suspended from the side of each row of infiltrator chambers. The ends of the laterals were equipped with flushing assemblies. A squirt test was performed during the 300 Ten Five Drive Whipple Residence Project No. 19-3336 P.O. Box 724, Eagle, CO 81631 Tel. (970) 390-0307 inspection and it was satisfactory. All inspection ports were installed (in the end caps of the first and last chamber of each row of infiltrators) in the opening opposite the pressure distribution lines. The septic tank installation and priming/startup of the siphon system were done by Chris Werderitch and his assistants, Jeremy and Lance. The control panel for the siphon cycle counter was installed near the tank. There is no other warranty either expressed or implied. Sincerely, LKP Engineering, Inc. Luiza Petrovska, PE cc: Eagle County Environmental Health Department E-mail: environment@eaglecounty.us; Danielle Salinsky danielle.salinsky@eaglecounty.us Claire Lewandowski claire.lewandowski@eaglecounty.us J:\_WP X4-LKP\_2019\19-3336OSIQ4PLUS-OEX-SIPHON-PRESSURE.DOCX 10/05/2021 COLORADOMINT20321840 BIGSUNFLOWER203119 ABOUT 157 FEET, 4-INCH DIAMETER, SCH40 PVC, BUILDING SEWER LINE 1500 GALLONS TOP SEAM - 3 COMPARTMENT CONCRETE SEPTIC TANK BY VALLEY PRECAST WITH EFFLUENT FILTER, 300 SERIES SIPHON, AND BATTERY COUNTER ABOUT 173 FEET OF 4-INCH SCH40 PVC TRANSPORT (EFFLUENT LINE) ~12-INCH, 2-INCH DIAMETER, SCH40PVC, MANIFOLD WITH A CONCRETE TRUST BLOCK (OR OTHER SUITABLE MATERIAL TO RESIST THE PRESSURE CYCLES) OPPOSITE THE PIPES CONNECTION ~76', 1.5-INCH DIAMETER LATERALS, PERFORATED WITH 5/32-INCH HOLES AT 4-FOOT INTERVALS AT THE TOP OF THE LATERAL END CAP INSPECTION PORT NUMBER OF INFILTRATOR CHAMBERS PER ROW FLUSHING ASSEMBLY (TYPICAL) QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER (TYPICAL) FLUSHING ASSEMBLY (TYPICAL) 19 19 19 CLEANOUT DRILL ONE 1/4-INCH HOLE AT THE INVERT OF THE FAR END OF THE LATERAL FOR DRAINING OF THE REMAINING EFFLUENT FROM THE PIPE BETWEEN DOSING AND PLACE A ROCK UNDER IT TO PREVENT EROSION (TYPICAL) CLEANOUT W/3/16-IN HOLE DRILLED AT THE TOP CLEANOUT CLEANOUT ENCASED BUILDING SEWER LINE APPROXIMATE LOCATION OF PIPED DITCH INSPECTION PORT INSPECTION PORT INSPECTION PORT REDUCER SKETCH PROJECT NO.: DATE: PROJECT DESCRIPTION:LKP Engineering, Inc. CIVIL/GEOTECHNICAL PERMIT NO.:AS-BUILT 19-3336 OWTS-019063-2020 June 7, 28, 29, July 28, & September 1,2,7,28, 2021 P.O. Box 724 Eagle, CO 81631, (970) 390-0307, www.LKPEngineering.com SUNFLOWER AND COLORADO MINT LODE PART OF SEC 2, T8S, R80W 6TH PM PARCEL NO'S 2479-023-00-042 & 2479-023-00-043 300 TEN FIVE DRIVE, EAGLE COUNTY, COLORADO THOMAS M. WHIPPLE RESIDENCE ! G The property address is 300 Ten Five Drive, Red Cliff, Colorado 81649. G Sunflower Lode and Colorado Mint Lode G Part of Sec 2, T8S, R80W of the 6th PM G Parcel No’s 2479-023-00-042 & 2479-023-00-043, account numbers R629154 & R629170. G There is an existing cabin on the property. G There is no well on the property. There is a spring area about 110 feet north and uphill from the property. G There are no records of an existing septic system on the property. G The topography of the leachfield site is steep with an average slope of about 30 to 37 percent. G The profile holes were observed on July 26, 2019. The soil exposed in the profile holes was as follows: Profile Hole #1 0 to 12 inches Topsoil and forest litter 1 to 4 feet Yellowish-brown, silty-clayey, gravelly sand with angular cobbles and some boulders 4' to 8 ' Yellowish-brown, slightly clayey, sandy gravel with cobbles No ground water encountered Profile Hole No. 2 - Old Mine Shaft Hole No topsoil 0 to 3 feet Yellowish-brown, clayey, sandy gravel with some cobbles and boulders 3 to 11 feet Tan, silty-clayey, sandy gravel with cobbles and some boulders No ground water encountered A soil sample taken from Profile Hole # 1 at 48-inches, Loam, Type 2A, classified as Type R-1 Option 2, >35% - 65% Rock (>2mm) with >50% of the Rock <20mm LTAR = 0.6 gpd/sf, REQUIRES: Pressure Distribution, Remove, mix and replace 4 feet of the existing material G ! G The proposed leachfield site will be located in the Back /Side Position southwest of the proposed building site. G The topography of the proposed leachfield site is steep and the infiltrator chambers will be installed in a bed configuration with two rows of 19 infiltrators each, running along the contours. G The vegetation within the proposed leachfield site consisted of pine forest. The site surrounding the leachfield was similar. G The property is in a pine forest setting, east and above US Highway 24 and south of US Forest Service Road 731, and south from the Town of Red Cliff. G The current use is residential. The property is within the Taylor Hill area, which was a mining area with old mine shaft holes, dirt roads and cabins. ! G G ! G This site evaluation was completed by Luiza Petrovska, PE, of LKP Engineering, Inc. LKP Engineering, Inc., is located at 67 Robins Egg Lane, Eagle, Colorado. The phone number is 970-390-0307 and Luiza=s email is luiza@lkpeng.com G July 26, 2019. G Attached G From the spring to the STA (Soil Treatment Area or leachfield) it is about 340 feet, from the spring to the septic tank about 185 feet, STA to tank, about 165 feet, STA to building about 72 feet, STA to the west property line about 30 feet and to the east property line is about 115 feet. There was also about 70 feet from the STA to an open meadow area with wet surface from snowmelt and rain runoff and possibly from spring water. G : Items 1-4, observed. G # # # # # # # G Clearing part of the forest. Delivering the concrete septic tank over the narrow, winding, dirt roads. Also, with the steep slopes, it will be a challenge to over excavate four feet of the onsite soil under the proposed depth of the infiltrator chambers, mix it and place it back into the excavation. G None known G The steepness of the site, the thick forest, and the old holes from old mining operations made it hard to select a site and locate the profile holes; however; the old mining holes gave us more options to observe the soils without digging additional profile holes. G PROFILE HOLE #1 0 to 12 inches Topsoil and forest litter 1 to 4 feet Yellowish-brown, silty-clayey, gravelly sand with angular cobbles and some boulders 4' to 8 ' Yellowish-brown, slightly clayey, sandy gravel with cobbles No ground water encountered DESIGN CALCULATIONS DESIGN LONG TERM ACCEPTANCE RATE RATE = 0.6 GPD/SF NUMBER OF BEDROOMS: 4 MAXIMUM DAILY FLOW = QMAX Qmax = (3 BEDROOMS X 2 PERSONS/BEDROOM X 75 GALLONS/PERSON/DAY) + (1 BEDROOM AT 75 GPD) QMAX = 525 GPD SEPTIC TANK V = 1000 GALLONS FOR 2 TO 3 BEDROOMS PLUS 250 GALLONS FOR EACH ADDITIONAL BEDROOM USE 1500-GALLONS THREE COMPARTMENTS, CONCRETE SEPTIC TANK WITH EFFLUENT FILTER, AND 300 SERIES SIPHON BY VALLEY PRECAST OR EQUIVALENT APPROVED BY THE ENGINEER. ABSORPTION AREA BASED ON APPLICATION RATE: A = 525GPD/0.6GPD/S.F. A = 875S.F. QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER SYSTEM IN A TRENCH CONFIGURATION CONSTRUCTED OVER 4 FEET OF OVER EXCAVATED SOIL FROM THE TRENCHES, MIXED AND PLACED BACK IN WITHOUT ANY LARGE BOULDERS(SEE NOTES BELOW). NO REDUCTION FOR FOR R TYPE SOILS. SURFACE AREA OF ONE QUICK4, PLUS STANDARD INFILTRATOR CHAMBER = 12 S.F. USE 73 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 WILL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK, SPECIAL HEADED BOLTS OR SCREWS, OR SUFFICIENT WEIGHT TO PREVENT UNAUTHORIZED ACCESS. 5. THE SEPTIC TANK AND ALL THE PIPING WILL BE BACKFILLED UP TO THE INVERTS PRIOR TO SCHEDULING AN INSPECTION. 6. THE INFILTRATOR BEDS SHALL BE INSTALLED LEVEL, ALONG THE CONTOUR. 7. EXCAVATE SIX (6) FEET WIDE TRENCHES FOR THE BEDS 8. THE BOTTOM AND THE SIDEWALLS OF THE TRENCHES SHALL BE RAKED (IF NEEDED) TO ELIMINATE SMEARING. 9. THE TRENCHES WILL BE EXCAVATED TO A DEPTH OF THREE (3) FEET ON THE HIGH SIDE OF THE EXCAVATION PLUS AN ADDITIONAL FOUR (4) FEET FOR THE SOIL OVEREXCAVATION AND RE-PLACEMENT. 10. THE OVEREXCAVATED SOIL MINUS ANY BOULDERS ENCOUNTERED, WILL BE MIXED AND PLACED BACK INTO THE TRENCHES TO A THICKNESS OF FOUR (4) FEET BELOW THE BOTTOM OF THE INFILTRATOR CHAMBERS. 11. ASSEMBLE AND INSTALL THE INFILTRATOR CHAMBERS IN THE TRENCHES ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. 12. INSTALL THE PERFORATED PRESSURE DISTRIBUTION LATERALS ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. 13. SCHEDULE A SQUIRT TEST OF THE LATERALS 14. BACKFILL THE SIDEWALL AREA WITH NATIVE ON-SITE SOIL FOR PROPER SUPPORT. 15. BACKFILL THE TRENCHES WITH A MINIMUM OF 12 INCHES OF TAMPED SOIL COVER. 16. COVER THE BACKFILLED SOIL TREATMENT AREA WITH STRAW AND HAY DURING THE FIRST WINTER SEASON TO PROTECT IT FROM FREEZING. 17. RE VEGETATE THE ALL DISTURBED AREAS AFTER BACKFILLING. 18. AVOID VEHICLE TRAFFIC OVER THE SYSTEM. 19. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT AND OWTS REG 43 EFFECTIVE AUGUST 24, 2018 . 20.FOR THE INSPECTION OF THE SEPTIC SYSTEM - NOTIFY THE EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT AND THE DESIGN ENGINEER A MINIMUM OF 48-HOURS PRIOR TO BACKFILLING ANY PART OF THE SYSTEM TO SCHEDULE AN INSPECTION. PROFILE HOLE NO. 2 - OLD MINE SHAFT HOLE No topsoil 0 to 3 feet Yellowish-brown, clayey, sandy gravel with some cobbles and boulders 3 to 11 feet Tan, silty-clayey, sandy gravel with cobbles and some boulders No ground water encountered PROFILE HOLE # 1 Sample at 48-inches, Sandy Loam, Type 2A, classified as Type R-1 Option 2, >35% - 65% Rock (>2mm) with >50% of the Rock <20mm LTAR = 0.6 gpd/sf, REQUIRES: Pressure Distribution, Remove, mix and replace 4 feet of the existing material COLORADOMINT2032JOKER LOD 5232 OHIO B O Y 1840 BIGSUNFLOWER2031JOKER LODE 5232 PROFILE HOLE - 2 (OLD MINE SHAFT HOLE) PROFILE HOLE - 1 19 ABOUT 78 FEET, 4-INCH DIAMETER, SCH40 PVC, BUILDING SEWER LINE AT 2% SLOPE FOR THE FIRST AND LAST 5 FEET, ENCASED IN 6" SCH40 PVC FOR 10 FEET ON EACH SIDE OF THE DITCH CROSSING 1500 GALLONS TOP SEAM - 3 COMPARTMENT CONCRETE SEPTIC TANK BY VALLEY PRECAST WITH EFFLUENT FILTER, 300 SERIES SIPHON, AND BATTERY COUNTER INV OUT ~10592' INV IN ~10585' ABOUT 218FEET OF 4-INCH SCH40 PVC TRANSPORT (EFFLUENT LINE) INVin=10536.7' INV out ~10582.26' RIM EL=10590' ~6 FEET, 2-INCH DIAMETER, SCH40PVC, MANIFOLD WITH A CONCRETE TRUST BLOCK (OR OTHER SUITABLE MATERIAL TO RESIST THE PRESSURE CYCLES) OPPOSITE THE PIPES CONNECTION ~76', 1.5-INCH DIAMETER LATERALS, PERFORATED WITH 5/32-INCH HOLES AT 4-FOOT INTERVALS AT THE TOP OF THE LATERAL END CAP INSPECTION PORT (TYPICAL) IN THE FIRST AND LAST INFILTRATOR CHAMBER OF EACH ROW OF INFILTRATORS, INSTALLED IN THE OPENING OF THE END CAP OPPOSITE OF THE PRESSURE LATERALS NUMBER OF INFILTRATOR CHAMBERS PER ROW FLUSHING ASSEMBLY (TYPICAL) QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER (TYPICAL) FLUSHING ASSEMBLY (TYPICAL) 1919 19 APP R O X - 3 4 ' + / -200'+/-165'+/-CLEANOUT WITHIN 5 FEET FROM THE BUILDING MAIN HOUSE ASSUMED INVERT EL=10592' (TO BE VERIFIED PRIOR TO CONSTRUCTION AND REPORTED TO THE ENGINEER FOR VERIFICATION OF THE SEPTIC SYSTEM COMPONENTS) DRILL ONE 1/4-INCH HOLE AT THE INVERT OF THE FAR END OF THE LATERAL FOR DRAINING OF THE REMAINING EFFLUENT FROM THE PIPE BETWEEN DOSING AND PLACE A ROCK UNDER IT TO PREVENT EROSION (TYPICAL)APPROX 110'FROM CABINTO SPRINGAREASTA TOSPRING~343'+/-CLEANOUT W/3/16-IN HOLE DRILLED AT THE TOP SQUIRT TEST OF THE RESIDUAL HEAD OF THE STA BED LATERALS REMOVE THE END CAPS OF THE FLUSHING ASSEMBLY IN ORDER TO FLUSH THE LATERALS CLEAN FROM ANY DRILLING DEBRIS OR DIRT. DO NOT INSTALL THE LAST INFILTRATOR CHAMBER SO THAT THE PERFORATIONS ON THE LATERALS ARE OPEN IN ORDER TO RUN THE SQUIRT TEST FOR THE MEASUREMENT OF THE 4-FT RESIDUAL HEAD (+/-10%). THE PREPARATIONS FOR THE SQUIRT TEST MUST BE READY FOR THE TEST TO BE DONE DURING THE FINAL INSPECTION. AFTER THE TEST, INSTALL THE LAST CHAMBER ON ALL ROWS. OWTS X-SECTION SKETCH N.T.S LOWEST FLOOR ELEVATION=10596' INVout=10592'' INVin=10585' INVin=10536.7' ONSITE MATERIAL EXCAVATED, MIXED AND BACKFILLED PRESSURE DISTRIBUTION LINES EXISTING CABIN RIM EL=10590' ABOUT 78 FEET, 4-INCH DIAMETER, SCH40 PVC, BUILDING SEWER LINE AT 2% SLOPE FOR THE FIRST AND LAST FIVE FEET, ENCASED IN 6-INCH DIAMETER SCH40 PVC FOR 10 FEET ON EACH SIDE OF THE DITCH CROSSING ABOUT 218 FEET OF 4-INCH SCH40 PVC TRANSPORT (EFFLUENT LINE) 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 (EFFECTIVE LENGTH) SIDE VIEW Valve Box Ball Valve Sweeping Ell FLUSHING ASSEMBLY N.T.S. INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD CHAMBER TYPICAL BED DETAIL SECTION VIEW (NOT TO SCALE) NATIVE BACKFILL TOPSOIL PRESSURE DISTRIBUTION LINES ESTABLISH VEGETATIVE COVER 6-FT ~10536 ~10541 ~10532 ~10539 ~10536 ~10532 ONSITE MATERIAL EXCAVATED, MIXED AND BACKFILLED INFILTRATIVE SURFACE IMPROVEMENT: EXCAVATE THE TRENCHES TO A DEPTH OF 7 FEET BELOW THE EXISTING GRADE. MIX THE EXCAVATED MATERIAL AND PLACE IT BACK IN THE TRENCHES TO A DEPTH OF 4-FEET BELOW THE BOTTOM OF THE INFILTRATORS. 4-FT MAX FINAL DEPTH 4-FT Survey by: SLAGLE SURVEY SERVICES OPEN BOTTOM VENT CAP OPEN BOTTOM VENT CAP INSPECTION PORT 4-INCH DIAMETER SDR35 WITH PERFORATIONS ON THE BOTTOM 8-INCHES2'12"+ATTACH TO INFILTRATOR WITH A RING OR SCREWS INSPECTION PORT N.T.S. FINISHED GRADE PRESSURE DISTRIBUTION LINES DRAWN BY: CHECKED BY: PROJECT NO.: SHEET: DRAWING NO.: DATE:BYDESCRIPTIONDATENO.L.P. L.P. OWTS 19-3336 AUGUST 15, 2019 19-3336OWTS.DWGONSITE WASTEWATER TREATMENT SYSTEMSUNFLOWER AND COLORADO MINT LODEPART OF SEC 2, T8S, R80W 6TH PMPARCEL NO'S 2479-023-00-042 & 2479-023-00-043300 TEN FIVE DRIVEEAGLE COUNTY, COLORADOP.O. Box 724 EAGLE, CO 81631Tel (970) 390-0307www.lkpengineering.comTHOMAS M. WHIPPLEMAP ~1"=1000' SITE PROFILE HOLE - 2(OLD MINE SHAFTHOLE)PROFILEHOLE - 119ABOUT 78 FEET, 4-INCH DIAMETER,SCH40 PVC, BUILDING SEWER LINEAT 2% SLOPE FOR THE FIRST ANDLAST 5 FEET, ENCASED IN 6" SCH40PVC FOR 10 FEET ON EACH SIDE OFTHE DITCH CROSSING1500 GALLONS TOP SEAM - 3COMPARTMENT CONCRETE SEPTICTANK BY VALLEY PRECAST WITHEFFLUENT FILTER, 300 SERIESSIPHON, AND BATTERY COUNTERINV OUT ~10592'INV IN ~10585'ABOUT 218FEET OF 4-INCHSCH40 PVC TRANSPORT(EFFLUENT LINE)INVin=10536.7'INV out ~10582.26'RIM EL=10590'~6 FEET, 2-INCH DIAMETER, SCH40PVC,MANIFOLD WITH A CONCRETE TRUSTBLOCK (OR OTHER SUITABLE MATERIALTO RESIST THE PRESSURE CYCLES)OPPOSITE THE PIPES CONNECTION~76', 1.5-INCH DIAMETER LATERALS,PERFORATED WITH 5/32-INCHHOLES AT 4-FOOT INTERVALS ATTHE TOP OF THE LATERALENDCAPINSPECTION PORT (TYPICAL) IN THE FIRSTAND LAST INFILTRATOR CHAMBER OF EACHROW OF INFILTRATORS, INSTALLED IN THEOPENING OF THE END CAP OPPOSITE OFTHE PRESSURE LATERALSNUMBER OF INFILTRATORCHAMBERS PER ROWFLUSHING ASSEMBLY(TYPICAL)QUICK 4 PLUS, STANDARDINFILTRATOR CHAMBER(TYPICAL)FLUSHING ASSEMBLY(TYPICAL)191919APPROX - 34'+/-200 ' + / -165'+/-CLEANOUT WITHIN 5FEET FROM THEBUILDINGMAIN HOUSE ASSUMED INVERT EL=10592'(TO BE VERIFIED PRIOR TOCONSTRUCTION AND REPORTED TO THEENGINEER FOR VERIFICATION OF THESEPTIC SYSTEM COMPONENTS)DRILL ONE 1/4-INCH HOLE AT THE INVERTOF THE FAR END OF THE LATERAL FORDRAINING OF THE REMAINING EFFLUENTFROM THE PIPE BETWEEN DOSING ANDPLACE A ROCK UNDER IT TO PREVENTEROSION (TYPICAL)APPROX 110' FROM CABIN TO SPRING AREA STA T O SPRI N G ~343' + / -CLEANOUT W/3/16-IN HOLEDRILLED AT THE TOPAPPROXIMATENEW SEPTICTANK LOCATION 300 Ten Five Dr, Red Cliff, CO 81649 1.From Leadville, take US 24 North over Tennessee Pass, past Ski Cooper. 2.In 1.5 miles, look for the old Standard Oil station on the left. 3.Just around the bend, take the next right marked with a sign for Taylor. 4.Follow the dirt road up the hill through two switchbacks to the meadow.   (In the meadow there’s a clearing that can be used for trailer turnaround and/or equipment unloading.) 5.Take the upper/right fork up the hill, following signs to Vance’s Cabin. 6.At the three way intersection, take a hard right and follow the road past several houses & garages, staying to the left. Continue past the green roof A frame cabin. 7.Turn left up the steep hill. Continue past the neighbor’s shed and solar panels to the cabin. 8.Congratulations, you’ve arrived! Questions? Call Tom Whipple at 612-220-1465 https://www.google.com/maps/place/39%C2%B022'49.2%22N+106%C2%B018'18.5%22W/ @39.3754891,-106.3124928,14.34z/data=!4m6!3m5!1s0x0:0x0!7e2!8m2!3d39.3803316!4d-106.3051328 10/7/21, 5:05 PM Eagle County Government Mail - 300 Ten Five - Retro-Active Grading permit https://mail.google.com/mail/u/0?ik=da50768ddd&view=pt&search=all&permthid=thread-f%3A1709270038371549541&simpl=msg-f%3A17092700383…1/6 Claire Lewandowski <claire.lewandowski@eaglecounty.us> 300 Ten Five - Retro-Active Grading permit 3 messages Mickey McCormick <mickey.mccormick@eaglecounty.us>Fri, Aug 27, 2021 at 11:55 AM To: Tom Whipple <mail@tomwhipple.com> Cc: Taylor Ryan <taylor.ryan@eaglecounty.us>, Claire Lewandowski <claire.lewandowski@eaglecounty.us> Hello Mr. Whipple, With the excessive grading that occurred during the OWTS installation, Eagle County will need to gain compliance with a retro-active grading permit to cover the entire scope of work, verify the grades of all disturbed slopes, and ensure adequate revegetation. It also sounds like there are some important steps to be completed in order to complete the OWTS system. Eagle County will allow you to adjust the slopes as needed for the OWTS. After the slopes are adjusted, a stop work order could be issued and the final certification of the OWTS will be withheld until the grading permit has been issued. Eagle County would like a response to the email and grading permit application by Friday 09.17.2021. The information for the grading permit can be found on the Engineering Department webpage, and you or project manager can contact Ty Ryan (taylor.ryan@eaglecounty.us - 970.328.3562) if there are any questions about the grading permit. Thank you, -- Mickey McCormick Eagle County Government Code Enforcement Officer (o) 970.328.8758 (c) 970.379.0949 Tom Whipple <mail@tomwhipple.com>Fri, Aug 27, 2021 at 3:45 PM To: Mickey McCormick <mickey.mccormick@eaglecounty.us> Cc: Taylor Ryan <taylor.ryan@eaglecounty.us>, Claire Lewandowski <claire.lewandowski@eaglecounty.us>, Luiza Petrovska <Luiza@lkpeng.com> Hello Mickey, I will do what is necessary for compliance. We will prepare the necessary documentation and submit the grading permit application as soon as practical. Thanks, -tom 10/7/21, 5:05 PM Eagle County Government Mail - 300 Ten Five - Retro-Active Grading permit https://mail.google.com/mail/u/0?ik=da50768ddd&view=pt&search=all&permthid=thread-f%3A1709270038371549541&simpl=msg-f%3A17092700383…2/6 [Quoted text hidden] Taylor Ryan <taylor.ryan@eaglecounty.us>Wed, Sep 29, 2021 at 12:14 PM To: Tom Whipple <mail@tomwhipple.com> Cc: Mickey McCormick <mickey.mccormick@eaglecounty.us>, Luiza <luiza@lkpeng.com>, Claire Lewandowski <claire.lewandowski@eaglecounty.us> Hello Tom, Thanks for the follow up message, and thanks for working with Mickey to look at the work on your property. The photos that Mickey took have helped to understand the scope of disturbance and revegetation necessary. As we discussed, the revegetation of your property will remain as part of the OWTS Permit, OWTS-019063-2020, and no additional permitting is necessary at this time. If there are any other changes desired on your property, please contact us as permits may be required for additional earthwork or improvements. To complete the site reclamation, the expectation is to revegetate with a native seed mix that is appropriate for your location. I have attached a document we refer to that was prepared by the CSU Extension Office describing seed mixes for Eagle County. To avoid any confusion, the methods described below are for the disturbed slopes that are not in close proximity to the septic tank or infiltration chambers. Any reclamation and revegetation near the components of the OWTS should be as described in the OWTS Permit. Because of the steep slopes in the disturbed areas, simply applying a seed mix is not adequate for revegetation because the seed tends to wash away during precipitation events if it is not held in place. We discussed two options for soil stabilization to help keep the seed mix, and I forgot that there is also a third option. The options are as follows: 1. After spreading the seed, an erosion control mat or jute mat should be placed on the steeper slopes. This is typically slopes of 3:1 (horizontal:vertical) or steeper, but our regulations call out stabilization for slopes of 20% or steeper which corresponds to 5:1. The erosion control mat should be made of a biodegradable material. 2. Another option is to cover the slopes with grass or straw mulch and then crimp the mulch into place. This process would include driving a tracked vehicle vertically up and down the slope to lock the mulch into place. 3. The third option is to hydro-seed or hydro-mulch with a soil tackifier to stabilize any disturbed areas. For best results, it is recommended to spread a seed mix over the disturbed area first and then to spray the hydroseed mixture to hold the seeds and soil in place. I will note in the OWTS Permit that the revegetation will be accomplished through the existing permit. Prior to closing out the permit, we will need documentation that the disturbed areas have been stabilized. Photos of the site after placing the seed mix and accomplishing the soil stabilization will be sufficient for demonstration of the soil stabilization. Feel free to let me know if there are any questions. Regards, Taylor "Ty" Ryan, P.E. Eagle County Engineering P.O. Box 850 Eagle, CO 81631 Phone: 970-328-3560 taylor.ryan@eaglecounty.us he|him|his eaglecounty.us "It is not our differences that divide us. It is our inability to recognize, accept, and celebrate those differences." ~Audre Lorde On Fri, Sep 10, 2021 at 10:32 AM Tom Whipple <mail@tomwhipple.com> wrote: Taylor, Mickey, Thanks for meeting with us on Tuesday. I want to quickly follow up and make sure we're still on track for what we discussed, which was that the OWTS permit would be amended to require: 1. I'll revegetate all areas disturbed (except the driveway). 10/7/21, 5:05 PM Eagle County Government Mail - 300 Ten Five - Retro-Active Grading permit https://mail.google.com/mail/u/0?ik=da50768ddd&view=pt&search=all&permthid=thread-f%3A1709270038371549541&simpl=msg-f%3A17092700383…3/6 2. We'll add measures to control runoff from all disturbed areas. I think you wanted to run that by Claire and her department before you confirmed this, so I wonder if you'd had a chance to do that yet. Thanks! -tom On Fri, Sep 3, 2021 at 11:18 AM Luiza <luiza@lkpeng.com> wrote: Thank you Ty! Sent from my iPhone Luiza Petrovska, PE LKP Engineering, Inc. P. O. Box 724 Eagle, CO 81631 Luiza@lkpeng.com 970-390-0307 On Sep 3, 2021, at 9:53 AM, Taylor Ryan <taylor.ryan@eaglecounty.us> wrote: 9 AM on Tuesday sounds good. I will send an invite through Google Meet. There will be a phone number to use to call in or if you have a decent internet connection, there will be a link for a video conference. It will work however is convenient for you to connect. Thanks, Taylor "Ty" Ryan, P.E. Eagle County Engineering P.O. Box 850 Eagle, CO 81631 Phone: 970-328-3560 Fax: 970-328-8789 taylor.ryan@eaglecounty.us "It is not our differences that divide us. It is our inability to recognize, accept, and celebrate those differences." ~Audre Lorde On Fri, Sep 3, 2021 at 8:36 AM Luiza <luiza@lkpeng.com> wrote: I don’t have a conference system or other capability for combined conversations. I was hoping Ty would. Thank you, Luiza From: Tom Whipple <mail@tomwhipple.com> Sent: Friday, September 3, 2021 8:10 AM To: Luiza <luiza@lkpeng.com> Cc: Taylor Ryan <taylor.ryan@eaglecounty.us> Subject: Re: 300 Ten Five - Retro-Active Grading permit 10/7/21, 5:05 PM Eagle County Government Mail - 300 Ten Five - Retro-Active Grading permit https://mail.google.com/mail/u/0?ik=da50768ddd&view=pt&search=all&permthid=thread-f%3A1709270038371549541&simpl=msg-f%3A17092700383…4/6 I'm free all morning on Tuesday, so 9:00 works for me. Does one of you have a conference system we can use? Thanks! -tom On Wed, Sep 1, 2021 at 5:27 PM Luiza <luiza@lkpeng.com> wrote: Hi Ty, How about Tuesday at 9:00am with telephone conference? Thank you, Sent from my iPhone Luiza Petrovska, PE LKP Engineering, Inc. P. O. Box 724 Eagle, CO 81631 Luiza@lkpeng.com 970-390-0307 On Sep 1, 2021, at 1:41 PM, Luiza <luiza@lkpeng.com> wrote: All options sound good. We are meeting this afternoon to inspect the septic backfill and will figure out what time works best to get in touch with you. Thank you very much! Sent from my iPhone Luiza Petrovska, PE LKP Engineering, Inc. P. O. Box 724 Eagle, CO 81631 Luiza@lkpeng.com 970-390-0307 10/7/21, 5:05 PM Eagle County Government Mail - 300 Ten Five - Retro-Active Grading permit https://mail.google.com/mail/u/0?ik=da50768ddd&view=pt&search=all&permthid=thread-f%3A1709270038371549541&simpl=msg-f%3A17092700383…5/6 On Sep 1, 2021, at 1:13 PM, Taylor Ryan <taylor.ryan@eaglecounty.us> wrote: Tom, I do have a voicemail from Luiza that I was going to respond to, but it would be good for all three of us to talk in order to discuss any questions and to make sure we are all on the same page. We can do a conference call, or I can set up a virtual meeting for a video conference. I am available tomorrow, Thursday, from 11 AM until 2:30 PM or on Friday after 9:30 AM. We can also look at next week if those times don't work. If you would want to utilize the video conference, let me know a couple of available times, and I can schedule the meeting. Regards, Taylor "Ty" Ryan, P.E. Eagle County Engineering P.O. Box 850 Eagle, CO 81631 Phone: 970-328-3560 Fax: 970-328-8789 taylor.ryan@eaglecounty.us "It is not our differences that divide us. It is our inability to recognize, accept, and celebrate those differences." ~Audre Lorde On Wed, Sep 1, 2021 at 8:50 AM Tom Whipple <mail@tomwhipple.com> wrote: Good morning Ty, I want to follow up about this. I had hoped that Luiza would have been able to connect with you early this week, but I'm sure you're both busy. I wonder if we could get some time on your calendar for a phone call to answer some questions about how to proceed? In my case as a homeowner, I'm new to these procedures and I want to make sure that we provide all of the information you need and make sure all of the work is done correctly so that we can avoid any unnecessary delays and get everything done before winter. 10/7/21, 5:05 PM Eagle County Government Mail - 300 Ten Five - Retro-Active Grading permit https://mail.google.com/mail/u/0?ik=da50768ddd&view=pt&search=all&permthid=thread-f%3A1709270038371549541&simpl=msg-f%3A17092700383…6/6 Thanks for your help, -tom [Quoted text hidden] Seed Mixes for Eagle County.pdf 65K Siphon Dosing Calculations Company:LKP Engineering, Inc. Ph / Fax:970-390-0307 Project Name:Whipple Residence Prepared by:Luiza Petrovska, PE Input: Siphon Model:316 Length of Run (ft):220 feet Fall (ft):46 feet Number of Orifices:76 Orifice Diameter (in):0.1560 inches Squirt Height (ft):5 feet Transport Line Size (in):4 inches Pipe Class/Schedule:40 4.00 Dose Chamber Volume Per Inch (gal/in):10.10 gallons/inch Volume of Lateral and Manifold Piping:33.10 gallons (If orifices are orientated upwards and piping 39.72 will remain full between doses - Enter " 0 ") Calculation: Approximate Flow Rate Required to Pressurize System (gpm): 51.20 gpm Siphon Discharge Rate (gpm):74.00 gpm Siphon Drawdown (in):16.00 inches Dose Volume (gal):161.60 gallons Approximate Gallons Required to Fill Transport 72.48 Line to the Required Squirt Height:72.48 gallons Approximate Time For Siphon Discharge:131.03 seconds Approximate Time Required to Fill Transport Line to the Required Squirt Height:58.77 seconds 26.56 Percent of Dose Required to Pressurize the System to the Required Squirt Height (Dose Volume/Gallons Required): 44.85 %44.85% Acceptable Values are 0 - 50%. Analyze Result: "Error's" or "Caution's" regarding the Inputs and Calculations are listed below. NDA-SIPH-HYD-1 Rev. 2 04/25/03 10/7/21, 7:37 AM IMG_4601.jpg https://mail.google.com/mail/u/0/#all/FMfcgzGlkFxSDQxhKFxclRZFRsBlHflV?projector=1&messagePartId=0.2 1/1 10/7/21, 7:37 AM IMG_4602.jpg https://mail.google.com/mail/u/0/#all/FMfcgzGlkFxSDQxhKFxclRZFRsBlHflV?projector=1&messagePartId=0.2 1/1 10/7/21, 7:36 AM IMG_5585BldgSwr Line and CO.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFxSDQxhKFxclRZFRsBlHflV?projector=1&messagePartId=0.2 1/1 10/7/21, 7:36 AM IMG_5587Bldg Swr Ln.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFxSDQxhKFxclRZFRsBlHflV?projector=1&messagePartId=0.2 1/1 10/7/21, 7:36 AM IMG_5588Bldg Swr Ln at Tanck.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFxSDQxhKFxclRZFRsBlHflV?projector=1&messagePartId=0.2 1/1 10/7/21, 7:36 AM IMG_5594Effluent Filter.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFxSDQxhKFxclRZFRsBlHflV?projector=1&messagePartId=0.2 1/1 10/7/21, 7:36 AM IMG_5597Siphon 318.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFxSDQxhKFxclRZFRsBlHflV?projector=1&messagePartId=0.2 1/1 10/7/21, 7:36 AM IMG_5640Effluent Line.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFxSDQxhKFxclRZFRsBlHflV?projector=1&messagePartId=0.2 1/1 10/7/21, 7:37 AM IMG_5650STA.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFxSDQxhKFxclRZFRsBlHflV?projector=1&messagePartId=0.2 1/1 10/7/21, 7:37 AM IMG_5651Effluent Line.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFxSDQxhKFxclRZFRsBlHflV?projector=1&messagePartId=0.2 1/1 10/7/21, 7:37 AM IMG_5760Center Manifold.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFxSDQxhKFxclRZFRsBlHflV?projector=1&messagePartId=0.2 1/1 10/7/21, 7:37 AM IMG_5769STA.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFxSDQxhKFxclRZFRsBlHflV?projector=1&messagePartId=0.2 1/1 10/7/21, 7:37 AM IMG_5770Tank.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFxSDQxhKFxclRZFRsBlHflV?projector=1&messagePartId=0.2 1/1 10/7/21, 7:37 AM IMG_7644Sta re-graded.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFxSDQxhKFxclRZFRsBlHflV?projector=1&messagePartId=0.2 1/1 10/7/21, 7:37 AM IMG_7645STA.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFxSDQxhKFxclRZFRsBlHflV?projector=1&messagePartId=0.2 1/1