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HomeMy WebLinkAbout2505 Rule Rd - 193921401001Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-015895-2019 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 3/19/2019 Expires: 3/16/2020 On-Site Wastewater Treatement System Project Address Parcel Number 2505 RULE RD, EAGLE AREA,193921401001 Owner Information Address Marco Tonazzi Po Box 4115 Vail, CO 81658 Phone: (970) 331-4471 Cell: (970) 331-4471 Email: amy@valbrunaitali.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 Altitude Septic LLC altitudeseptic@gmail.com(970) 471-6292OWTSPL-000012-20 19 Permitted Construction / Details: Install the OWTS exactly as depicted in the LKP Engineering, Inc. design dated March 19, 2019, stamped and signed by Luiza Petrovska, P.E. THe system is designed to serve a two bedroom cabin on the property. The system consists of a 1,000 gallon three compartment septic tank (item #100T-CP-HH, 1500 gallon total volume), with an Orenco PF5005 high head pump, and effluent filter in the outlet tee of the third compartment. Floats are to be set to deliver 90 gallons of effluent on demand, approximately 36 feet to a 375 square feet of soil treatment area (STA). The STA consists of two trenches set at equal elevation, four feet apart, each consisting of 16 Infiltrator Quick4 Plus Standard chambers set atop two feet of secondary sand media, for a total of 32 chambers. Scarify the bottom and sides of trenches prior to placement of sand. Contact Eagle County and the design engineer at least 48 hours in advance of requesting inspections. All inspections necessary to certify proper installation must be performed by the design engineer. System certification along with photos and a record drawing are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system and occupancy of the cabin. 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 March 19, 2019 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 Wednesday, October 9, 2019 1 Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-015895-2019 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 3/19/2019 Expires: 3/16/2020 On-Site Wastewater Treatement System Project Address Parcel Number 2505 RULE RD, EAGLE AREA,193921401001 Owner Information Address Marco Tonazzi Po Box 4115 Vail, CO 81658 Phone: (970) 331-4471 Cell: (970) 331-4471 Email: amy@valbrunaitali.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 Altitude Septic LLC altitudeseptic@gmail.com(970) 471-6292OWTSPL-000012-20 19 Permitted Construction / Details: Install the OWTS exactly as depicted in the LKP Engineering, Inc. design dated March 19, 2019, revised October 16, 2019 for new site location, stamped and signed by Luiza Petrovska, P.E. The system is designed to serve a two bedroom cabin on the property. The system consists of a 1,000 gallon three compartment septic tank (item #100T-CP-HH, 1500 gallon total volume), with an Orenco PF5005 high head pump, and effluent filter in the outlet tee of the third compartment. Floats are to be set to deliver 90 gallons of effluent on demand, approximately 240 feet to a 375 square feet of soil treatment area (STA). The STA consists of two trenches set at equal elevation, four feet apart, each consisting of 16 Infiltrator Quick4 Plus Standard chambers set atop two feet of secondary sand media, for a total of 32 chambers. Scarify the bottom and sides of trenches prior to placement of sand. Maintain all setbacks, and verify and report pump and infiltrator invert elevations to design engineer. NOTE: Sand gradation within 30 days of obtaining sand media must be completed prior to placement and backfill, verified by the engineer as meeting secondary or preferred sand and submitted with final certification. Contact Eagle County and the design engineer at least 48 hours in advance of requesting inspections. All inspections necessary to certify proper installation must be performed by the design engineer. System certification along with photos and a record drawing are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system and occupancy of the cabin. 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 March 19, 2019 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 Thursday, October 17, 2019 1 November 22, 2019 Mrs. Amy Tonazzi PO Box 4115 Vail, CO. 81658 amy@valbrunaitaly.com RE: Final approval of the: Septic System Installation, OWTS-015895-2019 Property location: 2505 Rule Road, Eagle, Eagle County Area. Mrs. Tonazzi This letter is to inform you that the above-referenced, OWTS-015895-2019 permit, has been inspected and finalized. This OWTS permit was approved and sized to serve a total of two (2) bedrooms. 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, Claire Lewandowski, REHS Environmental Health Specialist III Attachments: Certification Letter and Design – Septic System Flyer – Final Letter PUBLIC HEALTH & ENVIRONMENT (970) 328-8755 FAX: (970) 328-8788 environment@eaglecounty.us 12.00'CLEANOUTS (INSTALLED)BUILDING SE WER LINE~30-FT, 4-INCH DIAM.SCH40 PVC (INSTALLED)22'~242FEET, TRANSPORT LINE,1.5-INCH DIAMETER SCH40 PVC1000 GALLONS, THREE CO MPARTMENTS,EFFLUENT FILTER AND A PUMP IN THE THIRDCOMPART MENT, BY VALLEY PRECAST(INSTALLED 10-15-19)CENTRAL MANIFOLD, 7'11" OF1.25-INCH DIAMETER, SCH40 PVCEND CAPDRILLED ONE 1/4-INCH HOLE AT THE INVERT OF THE FAREND OF THE LATERAL FOR DRAINING OF THE REMAINING EFFLUENT FROM THE PIPE BET WEEN DOSIN G AND ROCK WAS PLACE UNDER IT T O PREVENT EROSION (TYPICAL)NUMBER OF INFILTRAT OR CHAMBERS PER R O W 16~66-FT LATERALS, 1.25-INCHDIAMETER, SCH40 PVC.PERFORATED ON TOP WITH 1/8-INCH ORIFICE AT 4-FOOTINTERVALSINSPECTION PORT (TYPICAL) IN THE FIRSTAND LAST INFILTRATOR CHA MBER OF EACHTRENCH INSTALLED IN THE OPENING OF THEEND CAP OPPOSITE OF THE PRESSURE LINEFLUSHINGASSEMBLY (TYPICAL)QUICK 4 PLUS, STANDARDINFILTRATOR CHA MBER (TYPICAL)37.50'INVout=7252.25'(7' 9-3/8" BELOW TOP OFCONCRETE WALL MEASURED BY TRAVOR) PERMANENT MARKERS ESTABLISHED FOR THELOCATION OF THE EFFLUENTLINE WITH FAKE CLEANOUTS100.00'50.00'50.00'25'45°'10"15"5'8"76'4"32'ELEC & TEL CONDUITS CROSSING OVER THEEFFLUENT LINE59.3'99.33'21.4'38.10'37.25'16~10'35'~82'32.26'72.18'RULE ROA D 50.00'50'RED FLAGS TIEDON THE FENCE(TYP)SKETCH PROJECT NO.: DATE: PROJECT DESCRIPTION: LKP Engineering, Inc. CIVIL/GEOTECHNICAL PERMIT NO.:AS-BUILT 16-3133 OWTS-015895-2019 OCT 16&NOV 11, 2019 PARCEL A, HIGHLAND MEADOWS AT CASTLE PEAK 2505 RULE ROAD EAGLE COUNTY, COLORADO 2-BEDROOM GUEST CABIN - TONAZZI P.O. Box 724 Eagle, CO 81631, (970) 390-0307, www.LKPEngineering.com ! G 2505 Rule Road, Eagle County, Colorado G Parcel A, Highland Meadows @ Castle Peak, Eagle County, Colorado G There are several structures on the property, including a main residence, horse riding arena, stables and an equipment storage. G There is an existing well on the property, to the northeast of the existing house and south of the proposed cabin, as shown on the plan. G There is an existing septic system for the main house and its’ approximate location is in a meadow about southeast of the main house. G The topography of the property within the proposed leachfield sites is moderate with a slope of about 13 percent. The proposed leachfield site is located southeast of the proposed building site. G he second site visit, three profile holes were excavated. The soil encountered in the profile holes consisted G Profile Hole #1 0 to 1 feet Topsoil 1 to 2.5 feet Light brown, silty sand and gravel with gypsum and cobbles, cemented 2.5 to 5.5 feet Light brown, silty, sandy gravel with gypsum, cobbles and boulders (angular) 5.5 to 8 feet Dark brown, silty-clayey, gravelly sand, angular rock fragments No ground water encountered At 3 feet LTAR=0.8gpd/sf, Soil Type 1, Single grain At 6 feet LTAR=0.35gpd/sf, Soil Type 3, Sandy Clay Loam Profile Hole #2 0 to 1.5 feet Topsoil 1.5 to 6 feet Light brown, silty, sandy gravel with gypsum, cobbles and boulders; angular, cemented 6 to 8 feet Brown, silty, sandy gravel with cobbles and boulders, subround to sub angular rock fragments No ground water encountered PROFILE HOLE #3 0 to 1 feet Topsoil 1 to 2.5 feet Light brown, silty sand and gravel with gypsum and cobbles, cemented 2.5 to 4.5 feet Light brown, silty, sandy gravel with gypsum, cobbles and boulders (angular) 4.5 to 8 feet Dark brown and whitish, silty, sandy-clayey, gravel with some cobbles and boulders, angular rock fragments No ground water encountered At 4.5 feet LTAR=0.35gpd/sf, Soil Type 3, Sandy Clay Loam G ! G The proposed leachfield site is located on a side slope, south of the proposed residence. G The topography of the proposed leachfield site is moderate. G The vegetation of the proposed leachfield site consisted of some juniper trees, sage brush and grass. The surrounding vegetation was similar. G The property is a part of about 35-acre parcels, ranch type subdivision. About 400 feet to the northeast is castle Creek and about 7000 feet to the west is Eby Creek. The property is also about a mile north of I-70. G Presently the property is used as an agricultural land. Previous use of the property was also ranching, horses and cows. ! G Visual and tactile evaluation of two or more soil profiles in a test pit excavation was performed ! ! G This site evaluation was completed by Luiza Petrovska, PE, of LKP Engineering, Inc. LKP Engineering, Inc., is located at in Eagle, Colorado. The phone number is 970-390-0307 and Luiza=s email is luiza@lkpeng.com G April 19, 2018. G Attached G Soil Treatment Area to building with no basement, about 32', building to septic tank 18'+, STA to property lines 80'+, STA to Well about 103 feet, STA to proposed water supply line about 54 feet, STA to underground, piped irrigation line about 18 feet. G : Well to leachfield about 103 feet, From STA to restrictive layer 4 feet+. G # # # # # # # G Due to soil classification with soil Type 3, R-1, Option 1, the system was designed with LTAR of 0.8 gpd/sf and a 2-foot deep, unlined Sand Filter. G None known G ! G 2505 Rule Road, Eagle County, Colorado G Parcel A, Highland Meadows @ Castle Peak, Eagle County, Colorado G There are several structures on the property, including a main residence, horse riding arena, stables and an equipment storage. G There is an existing well on the property, to the northeast of the existing house and south of the proposed cabin, as shown on the plan. G There is an existing septic system for the main house and its’ approximate location is in a meadow about southeast of the main house. G The topography of the property within the proposed leachfield sites is moderate with a slope of about 13 percent. The proposed leachfield site is located southeast of the proposed building site. G he second site visit, three profile holes were excavated. The soil encountered in the profile holes consisted G Profile Hole #1 0 to 1 feet Topsoil 1 to 2.5 feet Light brown, silty sand and gravel with gypsum and cobbles, cemented 2.5 to 5.5 feet Light brown, silty, sandy gravel with gypsum, cobbles and boulders (angular) 5.5 to 8 feet Dark brown, silty-clayey, gravelly sand, angular rock fragments No ground water encountered At 3 feet LTAR=0.8gpd/sf, Soil Type 1, Single grain At 6 feet LTAR=0.35gpd/sf, Soil Type 3, Sandy Clay Loam Profile Hole #2 0 to 1.5 feet Topsoil 1.5 to 6 feet Light brown, silty, sandy gravel with gypsum, cobbles and boulders; angular, cemented 6 to 8 feet Brown, silty, sandy gravel with cobbles and boulders, subround to sub angular rock fragments No ground water encountered PROFILE HOLE #3 0 to 1 feet Topsoil 1 to 2.5 feet Light brown, silty sand and gravel with gypsum and cobbles, cemented 2.5 to 4.5 feet Light brown, silty, sandy gravel with gypsum, cobbles and boulders (angular) 4.5 to 8 feet Dark brown and whitish, silty, sandy-clayey, gravel with some cobbles and boulders, angular rock fragments No ground water encountered At 4.5 feet LTAR=0.35gpd/sf, Soil Type 3, Sandy Clay Loam G ! G The proposed leachfield site is located on a side slope, south of the proposed residence. G The topography of the proposed leachfield site is moderate. G The vegetation of the proposed leachfield site consisted of some juniper trees, sage brush and grass. The surrounding vegetation was similar. G The property is a part of about 35-acre parcels, ranch type subdivision. About 400 feet to the northeast is castle Creek and about 7000 feet to the west is Eby Creek. The property is also about a mile north of I-70. G Presently the property is used as an agricultural land. Previous use of the property was also ranching, horses and cows. ! G Visual and tactile evaluation of two or more soil profiles in a test pit excavation was performed ! ! G This site evaluation was completed by Luiza Petrovska, PE, of LKP Engineering, Inc. LKP Engineering, Inc., is located at in Eagle, Colorado. The phone number is 970-390-0307 and Luiza=s email is luiza@lkpeng.com G April 19, 2018. G Attached G Soil Treatment Area to building with no basement, about 32', building to septic tank 18'+, STA to property lines 80'+, STA to Well about 102 feet, STA to proposed water supply line about 30 feet, STA to underground, piped irrigation line about 18 feet. G : Well to leachfield about 102 feet, From STA to restrictive layer 4 feet+. G # # # # # # # G Due to soil classification with soil Type 3, R-1, Option 1, the system was designed with LTAR of 0.8 gpd/sf and a 2-foot deep, unlined Sand Filter. G None known G PROFILE HOLE - October 15, 2019 0 to 1 foot Topsoil 1 to 6.5 feet Light brown, silty, sandy gravel with gypsum, cobbles and boulders (angular) No ground water encountered At 3 feet LTAR=0.8gpd/sf, Soil Type 2, Single grain and blocky, moderate, Sandy Loam DESIGN CALCULATIONS DESIGN LONG TERM ACCEPTANCE RATE RATE = 0.8 GPD/SF for a secondary sand filter media NUMBER OF BEDROOMS: 2 MAXIMUM DAILY FLOW = QMAX Qmax = 2 BEDROOMS OR 4 PERSONS OCCUPANCY 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 1000-GALLONS THREE COMPARTMENTS, CONCRETE SEPTIC TANK WITH EFFLUENT FILTER, AND HIGH HEAD PUMP BY VALLEY PRECAST OR EQUIVALENT APPROVED BY THE ENGINEER. ABSORPTION AREA BASED ON APPLICATION RATE: A = 300 GPD/0.8GPD/S.F. A = 375 S.F. QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER SYSTEM IN A TRENCH CONFIGURATION SURFACE AREA OF ONE QUICK4, PLUS STANDARD INFILTRATOR CHAMBER = 12 S.F. USE 32 QUICK4, PLUS, STANDARD, INFILTRATOR CHAMBERS IN TRENCHES AS SHOWN ON THE PLAN. NOTES AS OF THE DATE (10-16-19) OF THIS DRAWING 1. THE INFILTRATOR CHAMBERS WILL BE INSTALLED LEVEL, ALONG THE CONTOUR. 2. EXCAVATE TWO, LEVEL TRENCHES A MINIMUM OF FOUR FEET APART. 3. THE BOTTOM OF BOTH TRENCHES WILL BE AT SAME ELEVATION TO ACCOMMODATE THE PRESSURE DOSING WITHOUT A DIVERSION VALVE. 4. THE BOTTOM AND THE SIDEWALLS OF THE TRENCHES SHALL BE RAKED (IF NEEDED) TO ELIMINATE SMEARING. 5. THE TRENCHES WILL BE EXCAVATED TO A DEPTH OF THREE (3) FEET ON THE HIGH SIDE OF THE EXCAVATION PLUS AN ADDITIONAL TWO (2) FEET FOR THE UNLINED SAND FILTER. 6. PLACE THE SAND FILL MATERIAL IN THE EXCAVATED TRENCHES TO A THICKNESS OF TWO FEET. THE FILTERING MATERIAL USED IN A SAND FILTER MUST BE CLEAN, COARSE SAND, CLASSIFIED AS PRIMARY SAND OR SECONDARY SAND. THE ABOVE DESIGN WAS PREPARED BASED ON SECONDARY SAND. 7. THE CLASSIFICATION OF THE SAND TO BE USED IN THE TRENCHES OF THE SOIL TREATMENT AREA (STA) MUST BE LESS THAN 30 DAYS OLD AND SUBMITTED TO THE ENGINEER PRIOR TO THE SAND FILL PLACEMENT. 8. ASSEMBLE AND INSTALL THE INFILTRATOR CHAMBERS IN THE TRENCHES ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. 9. INSTALL THE PRESSURE DISTRIBUTION LATERALS AND THE FLUSHING ASSEMBLY ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. 10. SCHEDULE A SQUIRT TEST OF THE LATERALS 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 AND MATCH THE SLOPE OF THE EXISTING GRADE. 13. AVOID VEHICLE TRAFFIC OVER THE SYSTEM. 14. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT AND OWTS REG 43, DATED AUGUST 24, 2018. 15.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. 16.THE START UP OF THE SYSTEM AND THE PUMP TEST WILL BE DONE BY THE SUPPLIER OF THE SYSTEM (VALLEY PRECAST) AND THE REPORT SUBMITTED TO THE ENGINEER Classified as Type R-1 Option I >35-65% Rock (>2mm); with >50% of the rock <20mm(3 4) Maximum allowed LTAR = 0.8 gpd/sf REQUIRES: Minimum of 2-foot deep unlined sand filter with Pressure Distribution, NOTE: RELOCATION OF THE SOIL TREATMENT AREA Due to disturbance within the Previously Designed Soil Treatment Area and changed setbacks, a new STA was selected and a new profile hole was evaluated INVin=7265.5' PRESSURE DISTRIBUTION LINES PROPOSED TONAZZI CABIN X-SECTION SKETCH N.T.S INVin=7252.25' ABOUT 30 FEET, 4-INCH DIAMETER, SCH40, BUILDING SEWER LINE. ABOUT 240 FEET OF 1.5-INCH SCH40 PVC TRANSPORT (EFFLUENT LINE) FINISH GRADE VARIABLE 2-FT DEEP SAND FILTER 2-FT DEEP SAND FILTER MAIN LEVEL FF ELEVATION=7260.5' NOTES: - TOPOGRAPHICAL SURVEY BY ARCHIBEQUE LAND CONSULTING, LTD - SITE/GRADING PLAN BY B. KEEGAN WINKELLER, AIA ARCHITECT, BKWINKELLER DESIGN 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 SQUIRT TEST OF THE RESIDUAL HEAD OF THE STA 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 5-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. PUMP SELECTION A DISCHARGE PUMP CAPABLE OF DELIVERING 15 GPM AGAINST 26 FEET OF TOTAL DYNAMIC HEAD WILL BE USED. THE ELEVATIONS BETWEEN THE PUMP INVERT AND THE INVERT OF THE INFILTRATOR SHOULD BE FIELD VERIFIED AND REPORTED BACK TO THE ENGINEER. FOR THE DISCHARGE PUMP USE ORENCO, PF500511 HIGH HEAD EFFLUENT PUMP. THE PUMP DOSING WILL BE ON DEMAND WITH 90 GALLONS PER DOSE. 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 WITH THE SEPTIC SYSTEM DESIGN OR LAYOUT 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. OPEN BOTTOM VENT CAP OPEN BOTTOM VENT CAP INSPECTION PORT 4-INCH DIAMETER SDR35 WITH PERFORATIONS ON THE BOTTOM 8-INCHES 2' 12"+ ATTACH TO INFILTRATOR WITH A RING OR SCREWS INSPECTION PORT N.T.S. FINISHED GRADE ESTABLISH VEGETATIVE COVER NATIVE BACKFILL (TYP.) BOTTOM OF TRENCH ELEVATION INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD CHAMBER TYPICAL DETAIL SECTION VIEW (NOT TO SCALE) 4' MIN. 2-FT DEEP SAND FILTER 2-FT DEEP SAND FILTER 2'3' DEEPTRENCH1.25-INCH DIAMETER END MANIFOLD 1.25-INCH DIAMETER SCH40 PVC TRANSPORT PIPE FROM PUMP (EFFECTIVE LENGTH) SIDE VIEW Valve Box Ball Valve Sweeping Ell FLUSHING ASSEMBLY N.T.S. 10 BORING - 1 TEST PIT - 1 PROFILE HOLE - 2 4-19-18 N63 N60 N55 N54 N58 N62 12.00' N60 N64 S W A L E N63 N62 N61 N59 N59 N58 N57 N56 +60' 59+ 58'+ DRAW WELL FROM EXISTING HOUSE W W PROPERTY LINE +59 +58' 4 1/2" GR +HP TREE REMO ROCK PILE TO BE REMOVED (1) NE 6% W W W 4:1 DECK @ 7 2 6 0 'T.O. CONC. +60' 5% LIMIT O F D I S T U R B A N C E CLEANOUTS (INSTALLED) BUILDING SEWER LINE ~30-FT, 4-INCH DIAM. SCH40 PVC (INSTALLED)22' PROFILE HOLE - 3 4-19-18 PROF ~240 FEET, TRANSPORT LINE, 1.5-INCH DIAMETER SCH40 PVC 286'+/- TO WELL BORING - 2 1000 GALLONS, THREE COMPARTMENTS, EFFLUENT FILTER AND A PUMP IN THE THIRD COMPARTMENT, BY VALLEY PRECAST (INSTALLED 10-15-19) MAIN LEVEL F.F. 7260' - 6" LOFT LEVEL F.F. 7270 - 8 1/2" PROFILE HOLE DUG 10-15-2019 INVin=7265.5' CENTRAL MANIFOLD, ABOUT 6-FT, 1.25-INCH DIAMETER, SCH40 PVC 4.00' MIN 16 END CAP 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) NUMBER OF INFILTRATOR CHAMBERS PER ROW 16 ~66-FT LATERALS, 1.25-INCH DIAMETER, SCH40 PVC. PERFORATED ON TOP WITH 1/8-INCH ORIFICE AT 4-FOOT INTERVALS INSPECTION PORT (TYPICAL) IN THE FIRST AND LAST INFILTRATOR CHAMBER OF EACH TRENCH INSTALLED IN THE OPENING OF THE END CAP OPPOSITE OF THE PRESSURE LINE FLUSHING ASSEMBLY (TYPICAL) QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER (TYPICAL) 26'+/- 37.50' INVout=7252.25' (7' 9-3/8" BELOW TOP OF CONCRETE WALL MEASURED BY TRAVOR) 152'+/- ESTABLISH PERMANENT MARKERS FOR THE LOCATION OF THE EFFLUENT LINE (CLEANOUTS CAN BE USED) DRAWN BY: CHECKED BY: PROJECT NO.: SHEET DRAWING NO.: DATE:BYDESCRIPTIONDATENO.ONSITE WASTEWATER TREATMENT SYSTEMP.O. Box 724 Eagle, CO 81631tel (970) 926-9088 www.lkpengineering.comL.P. L.P. 16-3133 MARCH 19, 2019 16-3133OWTS.DWG C-1 OF 2GUEST CABIN2505 RULE ROADEAGLE COUNTY, COLORADOPREPARED FOR:AMY TONAZZISEE REVISION BOX L.P.NEW STA WEST OF CABIN10-16-191. Pump Selection for a Pressurized System - Single Family Residence Project 16-3133 Tonazzi Cabin / 2505 Rule Road, Eagle Parameters Discharge Assembly Size Transport Length Transport Pipe Class Transport Line Size Distributing Valve Model Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses 2.00 240 40 1.50 None 16.8 6 40 1.25 2 66 40 1.25 1/8 4 5 None 0 inches feet inches feet feet inches feet inches inches feet feet inches feet Calculations Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential 1st/Last Orifice Transport Velocity 0.43 34 14.8 2 1.8 2.3 gpm gpm % fps Frictional Head Losses Loss through Discharge Loss in Transport Loss through Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses 0.4 3.4 0.0 0.0 0.2 0.0 0.0 feet feet feet feet feet feet feet Pipe Volumes Vol of Transport Line Vol of Manifold Vol of Laterals per Zone Total Volume 25.4 0.5 10.3 36.1 gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 14.8 25.9 gpm feet 0 10 20 30 40 50 60 70 80 0 20 40 60 80 100 120 140 160 Net Discharge (gpm) PumpData PF5005 High Head Effluent Pump 50 GPM, 1/2HP 115/230V 1Ø 60Hz, 200/230V 3Ø 60Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: Pump Selection for a Pressurized System - Single Family Residence Project 16-3133 Tonazzi Cabin / 2505 Rule Road, Eagle Parameters Discharge Assembly Size Transport Length Transport Pipe Class Transport Line Size Distributing Valve Model Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses 1.25 36 40 1.25 None 5 6 40 1.25 2 40 40 1.25 5/32 4 5 None 0 inches feet inches feet feet inches feet inches inches feet feet inches feet Calculations Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential 1st/Last Orifice Transport Velocity 0.68 22 14.9 2 1.1 3.2 gpm gpm % fps Frictional Head Losses Loss through Discharge Loss in Transport Loss through Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses 1.6 1.1 0.0 0.1 0.1 0.0 0.0 feet feet feet feet feet feet feet Pipe Volumes Vol of Transport Line Vol of Manifold Vol of Laterals per Zone Total Volume 2.8 0.5 6.2 9.5 gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 14.9 12.9 gpm feet 0 1020304050607080 0 20 40 60 80 100 120 140 160 Net Discharge (gpm) PumpData PF5005 High Head Effluent Pump 50 GPM, 1/2HP 115/230V 1Ø 60Hz, 200/230V 3Ø 60Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: Pump Selection for a Pressurized System - Single Family Residence Project 16-3133 Tonazzi Cabin / 2505 Rule Road, Eagle Parameters Discharge Assembly Size Transport Length Transport Pipe Class Transport Line Size Distributing Valve Model Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses 1.25 36 40 1.25 None 5 6 40 1.25 2 66 40 1.25 1/8 4 5 None 0 inches feet inches feet feet inches feet inches inches feet feet inches feet Calculations Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential 1st/Last Orifice Transport Velocity 0.43 34 14.8 2 1.8 3.2 gpm gpm % fps Frictional Head Losses Loss through Discharge Loss in Transport Loss through Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses 1.5 1.1 0.0 0.0 0.2 0.0 0.0 feet feet feet feet feet feet feet Pipe Volumes Vol of Transport Line Vol of Manifold Vol of Laterals per Zone Total Volume 2.8 0.5 10.3 13.5 gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 14.8 12.9 gpm feet 0 10 20 30 40 50 60 70 80 0 20 40 60 80 100 120 140 160 Net Discharge (gpm) PumpData PF5005 High Head Effluent Pump 50 GPM, 1/2HP 115/230V 1Ø 60Hz, 200/230V 3Ø 60Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: Pump Selection for a Pressurized System - Single Family Residence Project 16-3133 Tonazzi Cabin / 2505 Rule Road, Eagle Parameters Discharge Assembly Size Transport Length Transport Pipe Class Transport Line Size Distributing Valve Model Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses 2.00 240 40 1.50 None 16.8 6 40 1.25 2 66 40 1.25 1/8 4 5 None 0 inches feet inches feet feet inches feet inches inches feet feet inches feet Calculations Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential 1st/Last Orifice Transport Velocity 0.43 34 14.8 2 1.8 2.3 gpm gpm % fps Frictional Head Losses Loss through Discharge Loss in Transport Loss through Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses 0.4 3.4 0.0 0.0 0.2 0.0 0.0 feet feet feet feet feet feet feet Pipe Volumes Vol of Transport Line Vol of Manifold Vol of Laterals per Zone Total Volume 25.4 0.5 10.3 36.1 gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 14.8 25.9 gpm feet 0 10 20 30 40 50 60 70 80 0 20 40 60 80 100 120 140 160 Net Discharge (gpm) PumpData PF5005 High Head Effluent Pump 50 GPM, 1/2HP 115/230V 1Ø 60Hz, 200/230V 3Ø 60Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: 1 Luiza Petrovska From:Altitude Septic, LLC <altitudeseptic@gmail.com> Sent:Monday, November 18, 2019 8:15 PM To:Luiza Petrovska Subject:2505 Rule Rd Attachments:IMG_1764.JPG; IMG_1763.JPG; IMG_1761.JPG; IMG_1762.JPG; IMG_1760.JPG Hi Luiza, I installed the clean-outs on the pump line as we discussed with the first being at 99' 4" from the manifold, and the second at the 45 degree bend about 59' 3" from the first clean-out. Hopefully that will make sense with your as built measurements that we took on Friday November 15th. I will include a couple of pictures for your reference. Travor Dunsdon with Altitude Septic performed the pump start-up at 2505 Rule Road on Friday November 15, 2019. The floats were tested and turned the pump on and off as designed. The alarm float was tested as well and was engaging both the audio and visual alarms. The pump was also tested on hand or manual and found to be working properly. Please contact me if you have any questions or need further information. Thank you, Travor (970) 471-6292 -- Altitude Septic, LLC 970-471-0913 AltitudeSeptic.com AltitudeSeptic@gmail.com GRADATION ANALYSIS TEST LABORATORY TEST REPORT DATA Laboratory Client: Location / Plant: Sample / Product: Sample Date: Lab Test Date: Job Number: SIEVE SIEVE OPENING IN MILLIMETERS PERCENT PASSING THRU SIEVE 3"75 1.5 37.5 1/2"12.5 100.0 3/8"9.5 100.0 No. 4 4.75 100.0 No. 8 2.36 87.0 No. 16 1.18 70.0 No. 30 0.6 45.0 No. 50 0.3 20.0 No. 100 0.15 5.0 No. 200 0.075 1.7 GRADATION RESULTS COMPARED TO PREFERRED AND SECONDARY SAND FILTER SPECIFICATIONS Value Units Preferred Sand Value Pass / Fail Preferred Sand Secondary Sand Value Pass / Fail Secondary Sand 0.95 millimeters 0.200 millimeters 0.25 to 0.60 FAIL 0.15 to 0.60 PASS 4.74 unitless ratio < or = 4.0 FAIL < or = 7.0 PASS 1.7 millimeters < or = 3 PASS < or = 3 PASS Effective Size - D10 - Diameter that 10 percent of the sample is finer than. ENTER INFORMATION IN BLUE CELLS 102_01202-Eagle 14111-Gypsum 1/4" Concrete Sand 05/07/2019 -11/07/2019 Uniformity Coefficient (D60 / D10) Percent passing thru #200 Sieve Parameter D60 - Diameter that 60 percent of the sample is finer than. 0 10 20 30 40 50 60 70 80 90 100 0.01 0.1 1 10 100Percent Passing SieveDiameter of Particle in Millimeters Plot of Gradation Analysis 3"1.5"3/4"3/8"#4#8#30#50#100#200 #16 J:\OWTS\19-3338-United5-7-19 to 11-7-19Sand Gradation Analysis Spreadsheet INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1830-98 BP NO. 12360 OWNER: SUSAN STROH PHONE: 970-926-3155 MAILING ADDRESS: P.O. BOX 81.00, AVON, CO 81620 APPLICANT: WAYNE HASKINS PHONE: 970-328-8000 SYSTEM LOCATION: 2507 RULE ROAD, EAGLE, CO TAX PARCEL NO. 1939-214-01-001 LICENSED INSTALLER: DAVIS EXCAVATING, JUSTIN AHRING LICENSE NO. 8-99 PHONE: 970-926-3788 DESIGN ENGINEER: PHONE NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON SEPTIC TANK 844 SQUARE FEET OF ABSORPTION AREA VIA 28 INFILTRATOR UNITS AS REQUESTED BY INSTALLER. SPECIAL REQUIREMENTS: INSTALL IN SERIAL DISTRIBUTION IN TRENCHES, WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE AND INSPECTION PORTALS IN EACH TRENCH. DO NOT INSTALL IN WET WEATHER. RAKE ALL TRENCH SURFACES TO PREVENT SMEARING OF SOILS. DONOT BACKFILL WITH COBBLES LARGER THAN 8" IN DIAMETER. FENCE OFF THE LEACH FIELD TO PREVENT LIVESTOCK FROM GRAZING IN THE AREA. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACKFILLING ANY PART OF THE INSTALLATION. OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL FINAL APPROVAL IS GIVEN FOR THE SEPTIC SYSTEM. ENVIRONMENTAL HEALTH APPROVAL:1Fi DATE: JANUARY 28, 1999 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS, CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 930 SQUARE FEET (VIA 30 INFILTRATOR TTNTTS ) INSTALLED CONCRETE. 9FPTTTANK: 1000 GALLONS LOCATED 82_ DEGREES AND rh FEET INCHES FROM THE SOUTH WEST CORNER OF THE HOUSE COMMENTS: FINAL INSPECTION PERFORMED APRTT 59 1999 ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVALA, a" (- DATE: APRTT. 9, 1999 Incomplete Applications Will NOT Be Accepted � ite Plan MUST be attached) ISDS Permit # ��,Jy 0 Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER: S Cr.S /�,dJ . 5'r / LA / t111 /-/ MATT,TNC. AnnRFR4: AU0-t 71IG Z o PHONE: 7 Z0 -yZ(.-7A,`d— APPLICANT/CONTACT PERSON: V A) h 1�s/! i t/ S PHONE: d Z lz� -70 0 0 LICENSED SYSTEMS CONTRACTOR: 61/ex/It/ PHONE: 3 Z Y COMPANY/DBA : �� a 2CV /� X cRy �b11G ADDRESS: PERMIT APPLICATION IS FOR: (J) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: A-1 re, A tl 7n,--106wz' 4 s1,44 Tax Parcel Number: Lot Size: Physical Address: / .,jo 7 d ozl &-&. BUILDING TYPE: (Check applicable category) (� Residential/Single Family Number of Bedrooms 3 ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) (�) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: *These systems require design by a Registered Professional Engineer SIGNATURE: Date: IIIZ1i� ************************************************************************** AMOUNT PAID: �3Sb. (To RECEIPT #: 1I12V DATE: 9 e CHECK #: I43 2-- CASHIER: ISDS Permit # 1$3U' /6 ISDS Final Inspection Completeness Form Date `/ 5'I99 ✓Tank is _1000 gal. Tank Material/ '%� C Tank is located 6� ft. and 1/4 degrees from59 CtgllJA (permanent landmark) / Q D V Tank is located &(Pft and o 2 degrees from s 1'lCrL.1.v- (permanent landmark) Tank set level. Tank lids within 8" of finished grade. Size of field 930 ft2 units lineal ft. Technology -�' . / - =-F © Cleanout is installed in between tank and house(+ 1/100ft). (Pq I 100 ' 70 l(aL.de- t/"' There is a "T" that goes down 14 inches in the inlet and outlet of the tank. Inlet and outlet is sealed with tar tape, rubber gasket etc. "---,'Tank has two compartments with the larger compartment closest to the house. ', Measure distance and relative direction to field. 3,5 S Depth of fields /a-3 ft. Soil interface raked. Inspection portals at the end of each trench. Proper distance to setbacks. Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks removed from trenches, etc.) S e Type of pipe used for building sewer line leach field Other V Inspection meets requirements. "'Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 Tank 50 10 5 10 50 10 * 10 As 4Zh &AA D 31613 CALCULATED BY DATE CHECKM ar DATE SCAM ............... ...... ......... _ ............ _....... .................... _......._...... .�t = ...... _ .... .... .... _........................ -._ _ - . .-. ... ........... ............... ..................... _............. ISDS PERMIT PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEATLH ,OWNER: -PHSYSICAL ADDRESS: Jrvl kk'�"a/Mvl:Df 60,,.t -vli LEGAL DESCRIPTION: /4 il'(� (i 'Ho, MAILING ADDRESS:- TV bQX, F1160 ftvi9rl c-r) &-m-2zo TYPE OF DWELLING: 6F;4+ NUMBER OF BEDROOMS: TEST HOLES PRE-SOAKED: YES NO SOIL TIME WATER DEPTH INCHES OF FALL RATE PROFILE n, 2-0 10 Al (0 5 ?5 61 71 12,5 /D .1 110, TIME TO DROP LAST INCH:!L .`ll-;"­PERC RATE: MINIMUM LEACH FIELD SIZOLPA&'IMUM SEPTIC TANK SIZE: 16��o t COMMENTS: ENVIRONMENTAL HEALTH SPECIALIST 11141 DATE C-A I,f I � A A � / ` N vy O 1 t \ \ \ cri lIt i`� 1 ALA u w Imo' s u 1 m� al 1-3 17 TIV i �I r i zm A9m zo A pA a o a JA�0s O� voi MA" ,� n m l^ ,umi o A"O A2 m�� my O C- mwD DD N ro 3-1•A HL89? 2m > o oy .. m y. . S grSe -4-.. C zm >Z o ^+!� nQ ro� n. K 5^s� j7 - 5o rom vz n _ bb m rn y9y5•'cym.. pp p o - 'A .fi o 3E g O � vw & >r �� T Vco 0 0 Wn 5p i t i. Pz .O N - � �• a -- L D � m V -1 z o tqg m �s4E w 1630-98 Tax # 1939-214-01-001 JOB NANEE Parcel A =� c'rrTTT""*r_ CNl{�'Ti�P,b(� ..tea Highland Meadows at Castle Peak Ranch Joy O. .M R I n(`Arinm BILL TO DATE STARTED DATE COMPLETED DATE BILLED i 11110A7d i A u�41 JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS OF SELLING PRICE NET PROFIT JOB FOLDER Product 277 JOB FOLDER Printed in US.A. 50-1 i��e W r i s� r ct_q Le, r i r\-9 s Recycled Content 10% Post Consumer 6+166)k 18 30-a8 :3.* r> 4revio2`. a5D-� -- - — .ram' - • � ` e - _ - . -r _ __ — _ _-_ - _ _ i- • __ - __ c _ / ___ _ -. -. -- - - . _� � . — __ -r _ is _-_ L �-_ _ � _ - _ __ _ _ -..-.ate •-..s.€ �._t + - _ - � Eagle County OWTS Systems Cleaners Reporting Form NOTE: Required to be submitted to Environmental Health within 10 days of cleaning an OWTS s sv tem EAGLE COUNTY Systems Cleaner Company /�jD �� =`f IUC. License Number Email AddresslGd�IV411 •COkl Phone Service Technician Tax Parcel # Address of Service dT-&6—' J Ilo- Person Requesting Service �KM zZ� Phone q7lo3, �! Property Owner_'Agly D,��°tZz f P Phone Septic System Permit Number Tank Size 9-00 Date of service ll:?Ilj// Tank Material CDWG;'� r= Sewage Disposal Site /Vf0-CivAL1gZ21:9 m General Condition and Functionality of the System'%���r� r An / _X ii I I Recommended Repairs J F� I+M Vv+ I-Imr� ' r .I Site sketch showing location of the septic tank access lids measured from at least 2 fixed points (Photos Encouraged) i Sign ira 'ttv- J k