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Home My WebLink About160 Pikes Wy - 210715308006Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-020316-2020 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 12/28/2020 Expires: 4/27/2021 On-Site Wastewater Treatement System Project Address Parcel Number 160 PIKES WY, EDWARDS AREA,210715308006 Owner Information Address Ray & Kathy Guy 3613 Euclid AV Dallas, TX 75205 Phone: Cell: Email: 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 Vailterra Construction abraham@vailterra.com(970) 343-2081OWTSPL-000079-20 20 Permitted Construction / Details: Installation of the OWTS was to be completed as depicted in the LKP Engineering Inc, design stamped signed and dated September 11, 2019, last revised February 17, 2020 by Luiza Petrovska, PE. The OWTS was designed as a mounded unlined sand filter to serve a new 5 bedrooms single family residence. System installation was completed without a permit. The design has been reviewed after the install and permitted in compliance with current ECPHA OWTS Regulations. 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 December 28, 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 Monday, December 28, 2020 1 Inspection Result Eagle County, Colorado P.O. Box 179 500 Broadway Eagle, CO Phone: (970) 328-8730 Fax: (970) 328-7185 IVR Phone: 1-866-701-3307 Inspection Number: EDWARDS AREA - 160 PIKES - 504590 Permit Number: OWTS-020316-2020 Inspection Date: 09/29/2021 Inspector: Lewandowski, Claire Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: NewOwner: Job Address:160 PIKES WY IVR Pin Number:191942 EDWARDS AREA, CO Project:<NONE> Parcel Number:210715308006 Contractor:Phone: (970) 343-2081 / Cell: Vailterra Construction Inspection Status: Approved Inspection Notes Inspector Comments Added Item: Septic Tank A 1500-gallon, three-compartment, Concrete Septic Tank by Valley Precast with an effluent filter (the handle was extended to within 6 inches of the riser cover) in the second compartment and with an Orenco PF500511 high-head pump assembly in the third compartment was used. Added Item: Record Drawing Received 9/28/2021 from LKP. Added Item: Record Photos Added Item: Site and Soil Received 12/17/2020 from LKP. Added Item: Final Certification Letter Received 9/28/2021 from LKP. Added Item: General Plan Received 12/17/2020 from LKP after system had already been installed. Added Item: Soil Treatment Area (STA) Wednesday, September 29, 2021 For more information visit: http://www.eaglecounty.us Page 1 of 2 The soil treatment area consisted of a mound system, consisting of a sand fill with a gravel distribution cell. The sand was from United Gravel Pit, was less than 30-days old, and it passed the classification for a secondary sand. The pressure dosing system consisted of four, 59-feet long, 1.25- inch diameter sch40 pvc, distribution laterals, perforated at their inverts with 1/8-inch holes at 4-foot intervals, arranged on the gravel bed with two laterals on each side of a center manifold. The center manifold was 3.25 feet, 1.5-inch, sch40 pvc. The ends of the laterals were equipped with flushing assemblies. A squirt test was performed during the inspection. Two inspection ports were installed, one on each side of the distribution cell, at about the middle between the laterals. Added Item: Identification of Systems Contractor Vailterra Construction was the licensed installer for this system. Wednesday, September 29, 2021 For more information visit: http://www.eaglecounty.us Page 2 of 2 P.O. Box 724, Eagle, CO 81631 Tel. (970) 390-0307 www.LKPEngineering.com September 28, 2021 Alicia Davis Scott S. Turnipseed, AIA Architecture and Construction, Inc. P.O. Box 3388 Eagle, CO 81631 Alicia@sstaia.com RE: Inspection of Septic System Installation Guy 5-Bedroom Residence Lot 5, Block 3, Cordillera Filing No. 34 160 Pikes Way Eagle County, Colorado Project No. 19-3326– OWTS-020316-2020 Dear Alicia: At the request of the installer, Abraham with Vailterra Construction, on November 13, 2020, June 21, and on July 16, 2021, we visited Guy Residence on Lot 5, Block 3, Cordillera Filing No. 34, 160 Pikes Way, Eagle County, Colorado. The purpose of our site visits was to inspect the installation of the OWTS – consisting of pressure-dosed, mound system. The system was installed in overall compliance with the septic system design, Drawing No. 19-3326OWTS-MND.dwg, last updated on January 20, 2020. At the time of the inspection, we observed the following: They installed 1500-gallons, three-compartments, Concrete Septic Tank by Valley Precast with an effluent filter (the handle was extended to within 6 inches of the riser cover) in the second compartment and with an Orenco PF500511 high-head pump assembly in the third compartment. 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 insulated and will be secured with nuts, bolts and screws. All compartments had 24 inches risers. The building sewer line was connected to the back of the residence, at the bay window, as shown on the attached as-built sketch. A double cleanout was constructed on the building sewer line about 2.2 feet away from the house. The building sewer line was 4-inch diameter SDR35 PVC pipe. The effluent line from the pump chamber to the center manifold of the mound system, was about 80 feet, 1.5-inch diameter, SCH40 PVC pipe. The soil treatment area consisted of a mound system, consisting of a sand fill with a gravel distribution cell. The sand was from United Gravel Pit, was less than 30-days old, and it passed the classification for a secondary sand. The pressure dosing system consisted of four, 59-feet long, 1.25- inch diameter sch40 pvc, distribution laterals, perforated at their inverts with 1/8-inch holes at 4-foot intervals, arranged on the gravel bed with two laterals on each side of a center manifold. The center manifold was 3.25 feet, 1.5-inch, sch40 pvc. The ends of the laterals were equipped with flushing Guy Residence 160 Pikes Way Project 19-3326 Page 2 of 2 P.O. Box 724, Eagle, CO 81631 Tel. (970) 390-0307 www.LKPEngineering.com assemblies. A squirt test was performed during the inspection. Two inspection ports were installed, one on each side of the distribution cell, at about the middle between the laterals. The septic tank installation was done by Valley Precast. The temporary start-up of the pump system was done by Abraham, Vailterra Construction. He is waiting for Valley Precast to do the final start up and will then submit the start-up memo to the ECEHD and to the engineer. The control panel for the pump was attached to the foundation wall on the back of the residence, as shown on the as- built sketch. There is no other warranty either expressed or implied. Sincerely, LKP Engineering, Inc. Luiza Petrovska, PE cc: Eagle County Environmental Health Department E-mail: claire.lewandowski@eaglecounty.us, danielle.salinsky@eaglecounty.us environment@eaglecounty.us J:\_WP X4-LKP\_2019\19-3326OSIMND-PUMPPRESSURE.DOCX 9/28/2021 FOUND SURVEY MONUMENT 1.5" ALUMINUM CAP ON REBAR STAMPED LS 23089 LOT SIGN GAS SIGN CMP INV. 9298.4' "T" POST ADDRESS ROCK 8.25' I=24'B=120'A=6.25' MOUND PERIMETER (SAND FILL) DISTRIBUTION CELL (GRAVEL BED) FLUSHING ASSEMBLY (TYPICAL AT THE END OF EACH LATERAL) 3.25-FT LENGTH, 1.5-INCH DIAMETER, SCH40 PVC CENTRAL MANIFOLD INSPECTION PORTS INSTALLED AT BOTH ENDS OF THE DISTRIBUTION CELL ~30 FEET SDR35 BUILDING SEWER LINE. 1500 GALLONS, 3-COMPARTMENTS, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER AND AN ORENCO PUMP BY VALLEY PRECAST 24-INCH RISERS W/INSULATED & SECURED COVERS ABOUT 80 FEET OF 1.5 INCH DIAMETER, SCH40 PVC TRANSPORT LINE DOUBLE CLEANOUTK=17'FOUR, 1.25-INCH DIAMETER, 59-FT LONG LATERALS, TWO ON EACH SIDE OF THE 1.5-INCH DIAMETER, SCH40 PVC CENTRAL MANIFOLD, PERFORATED AT THEIR INVERTS WITH 1/8-INCH HOLES AT 4-FOOT INTERVALS, WITH FLUSH ASSEMBLIES AT THE ENDS. PIKES WAY 40' Right-of-Way J=8'34.10'43.00' LOT 5 7.754 acres 0160 K=15'10 1 . 4 1 ' 1 1 3 ' CONTROL PANEL SKETCH PROJECT NO.: DATE: PROJECT DESCRIPTION:LKP Engineering, Inc. CIVIL/GEOTECHNICAL PERMIT NO.:AS-BUILT 19-3326 OWTS-020316-2020 November 13, 2020, 6-21& 7-16-2021GUY RESIDENCE P.O. Box 724 Eagle, CO 81631, (970) 390-0307, www.LKPEngineering.com LOT 5, BLOCK 3, CORDILLERA FILING #34 160 PIKES WAY EAGLE COUNTY, COLORADO GRADATION ANALYSIS TESTLABORATORY TEST REPORT DATALaboratoryClient:Location / Plant:Sample / Product:Sample Date:Lab Test Date:Job Number:SIEVESIEVE OPENING IN MILLIMETERSPERCENT PASSING THRU SIEVE3"751.537.53/4"193/8"9.5 100.0No. 44.75 98.0No. 82.36 82.0No. 161.18 65.0No. 300.6 43.0No. 500.3 19.0No. 1000.15 5.0No. 2000.075 1.6GRADATION RESULTS COMPARED TO PREFERRED AND SECONDARY SAND FILTER SPECIFICATIONSValue UnitsPreferred Sand ValuePass / Fail Preferred SandSecondary Sand ValuePass / Fail Secondary Sand1.05 millimeters0.204 millimeters 0.25 to 0.60FAIL0.15 to 0.60 PASS5.15 unitless ratio < or = 4.0FAIL< or = 7.0 PASS1.6 millimeters < or = 3 PASS < or = 3 PASSEffective Size - D10 - Diameter that 10 percent of the sample is finer than.ENTER INFORMATION IN BLUE CELLSAlicia-SSTAIA-Guy Res102_01202-Eagle14111-Gypsum 1/4" Concrete Sand1-1-2020 to 9-28-2020Uniformity Coefficient (D60 / D10)Percent passing thru #200 Sieve19-3326ParameterD60 - Diameter that 60 percent of the sample is finer than.01020304050607080901000.01 0.1 1 10 100Percent Passing SieveDiameter of Particle in MillimetersPlot of Gradation Analysis3"1.5"3/4"3/8"#4#8#30#50#100#200#16J:\_WP X4-LKP\_2019\19-3326SST-160Pikes-Alicia\OWTS-OSI\19-3326-United1-1-2020 to 9+28-2020Sand Gradation Analysis Spreadsheet ! G 160 Pikes Way, Cordillera, Colorado G Lot 5, Block 3, Cordillera Filing No. 34, Eagle County, Colorado. G There are no existing structures on the property. It is a vacant lot. G There are no existing wells on the property. The water to the property is provided by Cordillera Metro. G There are no records of existing septic system on the property. G The topography of the leachfield site has slope of about 14 percent. G The profile holes were excavated and observed on September 4, 2019. The soil exposed in the profile holes was as follows: Profile Hole #1 0 To 6" topsoil 6" to 12” feet basalt rocks Refusal at 12 inches on basalt rocks Profile Hole No. 2 0 to 1 feet topsoil 1 to 2 feet blocky clay with basalt rocks 2 to 6 feet brown, sandy clay matrix with gravel, cobbles and boulder size basalt rocks refusal at 6 feet on large basalt rocks No Ground Water Encountered Type 3A, >65% rock>2mm >50% rock >3/4" - Mound System Profile Hole #3 0 to 12" topsoil 12" to 26" basalt rocks refusal at 26 inches G ! G The proposed leachfield site will be located in the Summit Position of the site and west of the proposed residence. G The topography of the proposed leachfield site is gentle to moderate. G The vegetation within the proposed leachfield site consisted of grass and sage brush. The site surrounding the leachfield was similar. G The property is within the Cordillera Subdivision, south of Edwards Colorado. The area is mountainous. G The current use is residential. It appears that previous use was possibly grazing for livestock. ! 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 September 4, 2019. G Attached G from STA (Soil Treatment Area – edge of mound perimeter or leachfield) to tank, about 36 feet, STA to building about 47 feet, STA to the north property line about 48 feet and to the west about 29 feet, septic tank to building about 31 feet. G : Items 1-4, observed. There is no well, pond, dry gulch or cut bank. The limiting layer are the basalt rocks, found at varying depths from 12 inches to 6 feet. G # # # # # # # G The basalt rock. G None known G It was very difficult digging the profile holes due to the basalt rocks. October 8, 2021 To Whom It May Concern: We have been to the following site(s): 160 Pikes Way, Cordillera Pump startup has been completed. We have verified that the system was started properly. The System went through several cycles with no issues. Sincerely, Travis Nall Service Manager Pump Selection for a Pressurized System - Single Family Residence Project 19-3326 SSTAIA-Guy Residence / 160 Pikes Way, Cordillera 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 83 40 1.50 None 6.8 3.25 40 1.50 4 59 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 60 26.0 4 1.2 4.1 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 1.4 3.3 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 8.8 0.3 18.3 27.5 gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 26.0 16.7 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: Sweeping EllSIDE VIEWFLUSHING ASSEMBLYN.T.S.10" VALVE BOXCLEANOUTCAPPROFILE HOLE #10 TO 6" TOPSOIL6" TO 12" BASALT ROCKSREFUSAL AT 12 INCHESDESIGN CALCULATIONS FOR A MOUND SYSTEMDUE TO AMOUNT OF INTER BEDDED BASALT ROCKS IN THE PROFILE HOLES, A MOUND TYPE SYSTEM WITH A MINIMUMOF 24 INCHES OF SAND FILL BELOW THE DISTRIBUTION MEDIA AND WITH PRESSURIZED DISTRIBUTION NETWORK ISRECOMMENDED FOR THIS SITE. MAXIMUM SOIL LOADING RATE FOR FOR SOIL TYPE 3A = 0.55GPD/SF - Table 1 OWTSCDPHE MOUND DESIGNNUMBER OF BEDROOMS = 5MAXIMUM DAILY FLOW = QMAXFROM TABLE 6.1 FOR 5 BEDROOMS USE 8 PERSONS X 75 GALLONS/PERSON/DAYQMAX = 600 GPDSITE SLOPE WITHIN ABSORPTION AREA = 14%SEPTIC TANK1000 GALLONS FOR 2 TO 3 BEDROOMS PLUS 250 GALLONS FOR EACH ADDITIONAL BEDROOMFOR A 5 BEDROOM RESIDENCE:1500 GALLONS, THREE-COMPARTMENTS, ELECTRIC LIFT SEPTIC TANK WITH AN EFFLUENT FILTER BY VALLEY PRECASTABSORPTION AREASOIL LOADING RATE SLR = 0.55 GPD/SFLINEAR LOADING RATE LLR = 5.0 GPD/LFFOR A SECONDARY SAND,SAND FILL LOADING RATE SFLR = 0.8 GPD/SFDISTRIBUTION CELL WIDTH (A)A = LLR/SFLRA = (5.0 GPD/F) / (0.8 GPD/SF)A = 6.25 FEETDISTRIBUTION CELL WIDTH (B)B = DESIGN FLOW/LLRB = 600 GPD/5.0GPD/SFB = 120 FEETTHE ABSORPTION BED DIMENSION WITHIN THE MOUND SYSTEM WILL BE 6.25 FEET WIDE BY 120 FEET LONG. THEABSORPTION BED WILL BE PARALLEL TO THE SURFACE CONTOURS. WITH THE ADDITIONAL 1 FOOT ON EACH SIDE THEDISTRIBUTION CELL, THE DIMENSIONS WILL BE 8.25 FEET BY 122 FEET.THE PERIMETER OF THE MOUND WILL BE 40 FEET WIDE AND 147 FEET LONG.SITE PREPARATIONSTAKE OUT THE MOUND PERIMETER. CUT AND REMOVE ANY EXCESSIVE VEGETATION.INSTALL THE DELIVERY PIPE FROM THE DOSING CHAMBER TO THE MOUND. BACKFILL AND COMPACT THE PIPETRENCH.FILL PLACEMENTPLACE THE FILL MATERIAL OVER THE PREPARED SITE.THE FILTERING MATERIAL USED IN A SAND FILTER MUST BE CLEAN, COARSE SAND, CLASSIFIED AS PRIMARY SAND ORSECONDARY SAND. THE ABOVE DESIGN WAS PREPARED BASED ON SECONDARY SAND WITH SAND FILL LOADING RATEOF 0.8 GPD/SF.THE CLASSIFICATION OF THE SAND FILL TO BE USED IN THE MOUND SYSTEM MUST BE LESS THAN 30 DAYS OLD ANDSUBMITTED TO THE ENGINEER PRIOR TO THE SAND FILL PLACEMENT. THE RESULTS OF THE SAND FILL SPECIFICATIONMIGHT REQUIRE A REVISION OF THE SYSTEM.THE HEIGHT OF THE SAND FILL SHOULD BE THE ELEVATION OF THE TOP OF THE ABSORPTION BED. SHAPE THE SIDESOF THE MOUND TO THE RECOMMENDED SLOPE, AS SHOWN ON THE DETAILS.DISTRIBUTION NETWORK PLACEMENTCAREFULLY PLACE THE COARSE AGGREGATE ON THE SAND BED. THE COARSE AGGREGATE WILL CONSIST OF 3/4 TO2-1/2 INCH CLEAN, CRUSH ROCK. LEVEL THE AGGREGATE TO A MINIMUM DEPTH OF 6 INCHES. ASSEMBLE THEDISTRIBUTION NETWORK OVER THE AGGREGATE. THE DISTRIBUTION NETWORK WILL CONSIST OF FOUR 1-1/4-INCHDIAMETER SCH40 PVC, 59-FEET LONG LATERALS, (TWO ON EACH SIDE OF A 1.5-INCH DIAMETER SCH40 PVC CENTERMANIFOLD). THE INVERTS OF THE LATERALS SHALL BE PERFORATED WITH 1/8-INCH HOLES SPACED EVERY 48 INCHES.FOR THE PRESSURE DISTRIBUTION NETWORK USE SCHEDULE 40 PVC (ASTM D 2665) OR ABS (ASTM 2661) PIPE.THE LATERALS SHALL BE LAID LEVEL. CONNECT THE FLUSHING ASSEMBLY AT THE OUTER END OF EACH LATERAL.PLACE A MINIMUM OF 4 INCHES OF ADDITIONAL AGGREGATE OVER THE CROWN OF THE PIPES. PLACE A SUITABLEBACKFILL BARRIER, SUCH AS FILTER FABRIC, OVER THE AGGREGATE.SQUIRT TEST OF THE RESIDUAL HEAD ON THE MOUND LATERALSREMOVE THE END CAPS OF THE FLUSHING ASSEMBLY IN ORDER TO FLUSH THE LATERALS CLEAN FROM ANY DRILLINGDEBRIS OR DIRT. PROVIDE ONE 1/8-DIAMETER HOLE IN A TEMPORARY CAP ON THE ENDS OF THE FLUSHING ASSEMBLYFOR THE SQUIRT TEST. RUN THE SQUIRT TEST TO MEASURE THE 5-FT RESIDUAL HEAD (+/-10%)AFTER THE TEST REMOVE THE TEMPORARY, PERFORATED CAPS AND REPLACE WITH THE PERMANENT CAPS.COVERING OF THE MOUND SYSTEMPLACE A FINER TEXTURED SOIL, SUCH AS CLAY OR SILT LOAM OVER THE TOP OF THE BED, TO A MINIMUM THICKNESSOF 6 INCHES.PLACE ADDITIONAL 4-6 INCHES OF GOOD QUALITY TOPSOIL OVER THE ENTIRE MOUND SURFACE. PLANT GRASSESADAPTABLE TO THE CLIMATE OVER THE MOUND SYSTEM.PUMP SELECTIONA PUMP CAPABLE OF DELIVERING 26GPM AGAINST 17 FEET OF HEAD CAN BE USED. THE ELEVATIONS BETWEEN THEPUMP INVERT AND THE MANIFOLD INVERT MUST BE FIELD VERIFIED. THE PUMPING SYSTEM MUST ALSO INCLUDE PUMPCONTROLS AND AN ALARM SYSTEM, AUDIBLE AND VISUAL. THE PUMP DOSING WILL BE ON DEMAND WITH 90 GALLONSPER DOSE. USE ORENCO, PF500511 HIGH HEAD EFFLUENT PUMP, 115/230V, 50GPM, 12 HP, OR EQUIVALENT, APPROVEDBY THE ENGINEER. WHEN THE PUMP SHUTS OFF THE EFFLUENT LINE WILL DRAIN INTO THE DISTRIBUTION CELL. THEPUMP SYSTEM MUST BE TESTED BEFORE THE FINAL INSPECTION OF THE SEPTIC SYSTEM AND A LETTER OF THE TESTSUBMITTED TO THE ENGINEER.INSPECTION PIPEINSTALL A 4 INCH DIAMETER INSPECTION PIPE ON BOTH ENDS OF THE GRAVEL BED. THE PIPE WILL BE OPEN ON THEBOTTOM. THE BOTTOM OF THE PIPE WILL BE AT THE SAME ELEVATION AS THE BOTTOM OF THE GRAVEL BED. THEBOTTOM 8 INCHES OF THE INSPECTION PIPE WILL BE PERFORATED. THE PIPE WILL BE COVERED WITH A VENT CAP.PROFILE HOLE #20 TO 1 FOOT TOPSOIL1 TO 2 FEET BLOCKY CLAY WITH BASALT ROCKS2 TO 6 FEET BROWN, SANDY CLAY MATRIX WITHGRAVEL, COBBLES AND BOULDER SIZE BASALT ROCKSREFUSAL AT 6 FEET ON LARGE BASALT ROCKSNO GROUND WATER ENCOUNTEREDTYPE 3A, >65% ROCK>2MM>50% ROCK >34" - MOUND SYSTEMPROFILE HOLE #30 TO 12" TOPSOIL12" TO 26" BASALT ROCKSREFUSAL AT 26 INCHESGENERAL NOTES1. BEFORE DIGGING NOTIFY ALL APPLICABLE UTILITY COMPANIES.2. OBTAIN OWTS PERMIT FROM THE EAGLE COUNTY ENVIRONMENTALHEALTH DEPARTMENT PRIOR TO INSTALLATION OF THE SYSTEM.3. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES ANDORDINANCES.4. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCEOVER GENERAL NOTES AND TYPICAL DETAILS.5. CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHTTO THE ATTENTION OF THE ENGINEER IMMEDIATELY AND PRIOR TOPROCEEDING WITH WORK.6. ALL FINISH GRADES SHALL PROVIDE FOR NATURAL RUNOFF OFWATER WITHOUT LOW SPOTS OR POCKETS.7. ALL DISTURBED AREAS WILL BE RESTORED AND REVEGETATED.PROPOSEDRESIDENCECLEANOUTINVin=9311'OWTS X-SECTION SKETCHN.T.S34 FEET, 4-INCH DIAMETER,SDR35 BUILDING SEWER LINEABOUT 83 FEET OF 1.5 INCH SCH40PVC TRANSPORT (EFFLUENT LINE)EL=9314'INVout=9310.75'FROMPUMPCLEARED ANDRAKED SURFACESAND FILLMANIFOLD INVin=3'ABOVE EXISTING GRADE3/4" TO 2-1/2" ROCKTOPSOILGROUNDEL=9310'INVout=9312'MOUND DIMENSIONSDESCRIPTION SYMBOLDIMENSION(FEET) BED WIDTH A6.25 BED LENGTHB120.00 MOUND FILLC2.00 MOUND FILLD3.00 MOUND DEPTH - DISTRIBUTION CELLE0.83 MOUND DEPTH - FINAL COVERF0.83 DOWNSLOPE SETBACKI24.00 UPSLOPE SETBACKJ7.80 SIDESLOPE SETBACKK12.50 MOUND LENGTHL147.00 MOUND WIDTHW40.00NOTES: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 SHALLEXTEND TO OR ABOVE FINAL GRADE.4. EACH RISER LID SHALL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK, SPECIALHEADED 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 TOSCHEDULING AN INSPECTION.6. THE EFFLUENT FILTER MUST HAVE THE HANDLE EXTENDED TO WITHIN FEW INCHES OF THECOVER FOR INSPECTION AND MAINTENANCE.7. THE FIRST AND LAST FIVE FEET OF THE BUILDING SEWER LINE MUST HAVE A SLOPE OF 2%.8. AVOID VEHICLE TRAFFIC OVER THE SYSTEM.7. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE EAGLE COUNTYPUBLIC HEALTH AGENCY AND OWTS REG 43, EFFECTIVE AUGUST 24, 2018.8.FOR THE INSPECTION OF THE SEPTIC SYSTEM - NOTIFY THE EAGLE COUNTY PUBLIC HEALTHAGENCY AND THE DESIGN ENGINEER A MINIMUM OF 48-HOURS PRIOR TO BACKFILLING ANYPART OF THE SYSTEM TO SCHEDULE AN INSPECTION.D=3.0'3.25'1.5'C=2'FROMPUMPMOUND SECTIONNOT TO SCALEE=9"INSPECTION PORT4-INCH DIAMETER SDR35 WITHPERFORATIONS ON THEBOTTOM 8-INCHESVENT CAPCLEARED ANDRAKED SURFACESAND FILLMANIFOLD INVin=3'ABOVE EXISTING GRADE1.5'3/4" TO2-1/2" ROCK59 FEET, 1.25-INCH DIAMETER SCH40PVCLATERALS PERFORATED WITH 1/8-INCHHOLES AT 4-FT INTERVALS AT THEIR INVERTSFILTER FABRIC, MIRAFI 140N,NONWOVENCLAY OR TOPSOIL FILLMOUNDED AT THE MIDDLETOPSOIL3.25-FT, 1.5-INCH DIAMETER SCH40PVC CENTRAL MANIFOLDI = 24'A+2 = 8.25'J=7.8'31~14%GROUNDEL=9310'NOTE:THE SITE PLAN WAS EMAILED BYALICIA M. DAVIS AIA | ARCHITECTSCOTT S. TURNIPSEED, AIA ARCHITECTURE & CONSTRUCTION INC.PPIBENCHMARK:FOUND SURVEY MONUMENT1.5" ALUMINUM CAP ONREBAR STAMPED LS 23089ELEV. = 9314.96'Y MONUMENTCAP ONED LS 23089"T" POSTASPENGROVE 18"ASPENLOTSIGNGASSIGNCMP INV.9298.4'"T" POSTADDRESSROCKGARAGE 1 SLABEL. 9324'-0"DECKEL. 9328'-0"GARAGE 2 SLABEL. 9324'-0"LOWER PATIOFLAGSTONE748 SFSEPTIC AREAMAINLEVEL DECKASPHALTDRIVEWAY4,800 SFINVin=9311'8.25'I=24'J=7.8'B=120'L=147'W=40'A=6.25'MOUND PERIMETER(SAND FILL)DISTRIBUTION CELL(GRAVEL BED)FLUSHING ASSEMBLY(TYPICAL AT THE ENDOF EACH LATERAL)INSPECTION PORTSEE DETAIL (TYPICALAT BOTH ENDS OF THEDISTRIBUTION CELL)~34 FEET SDR35 BUILDING SEWER LINE. AT 2% SLOPE (INSULATE THE PIPE WHEREDEPTHS ARE LESS THAN 4 FEET BELOWFINISH GRADE)1500 GALLONS, 3-COMPARTMENTS,CONCRETE SEPTIC TANK WITH ANEFFLUENT FILTER AND AN ORENCOPUMP BY VALLEY PRECASTTOP OF RISERELEVATION ~ 9314' (ATGRADE OR ABOVE)INVout=9312'CLEANOUTPROFILEHOLE - 3K=12.5'K=12.5'26.5'+/-26.5'+/-28'+/-31'+/-38'+/-43'+/-122 %25'2.5 %60'2.5 %20'4.5 %33'5.8%34.33'6.5 %30.8'4 %28'6.5 %30.8'6.5 %30.8'2 % 6.5'10161614182018181412161616 1418 18 14142020202022222222222022161818ABOUT 83 FEET OF1.5 INCH DIAMETER,SCH40 PVCTRANSPORT LINEFOUR, 1.25-INCH DIAMETER, 59-FT LONG LATERALS,TWO ON EACH SIDE OF THE 1.5-INCH DIAMETER, SCH40PVC CENTRAL MANIFOLD, PERFORATED AT THEIRINVERTS WITH 1/8-INCH HOLES AT 4-FOOT INTERVALS,WITH FLUSH ASSEMBLY AT THE ENDS.3.25-FT LENGTH, 1.5-INCHDIAMETER, SCH40 PVCCENTRAL MANIFOLDPROFILEHOLE - 1PROFILEHOLE - 2VENT CAPINSPECTION PORT4-INCH DIAMETER SDR35WITH PERFORATIONS ONTHE BOTTOM 8-INCHESINSPECTION PORTN.T.S.DRAWN BY:CHECKED BY:PROJECT NO.:SHEET:DRAWING NO.:DATE:BYDESCRIPTIONDATENO.L.P.L.P.C-319-3326SEPTEMBER 11, 201919-3326OWTS-MND.DWGONSITE WASTEWATER TREATMENT SYSTEMLOT 5, BLOCK 3, CORDILLERA FILING #34160 PIKES WAYEAGLE COUNTY, COLORADOPREPARED FORP.O. Box 724 EAGLE, CO 81631Tel (970) 390-0307www.LKPEngineering.comSCOTT S. TURNIPSEED AIAARCHITECTURE & CONSTRUCTION, INC.SEE REVISIONS BOXL.P.UPDATED ARCHITECTS' SITE PLAN1-23-20201.L.P.REVISE DRIVEWAY AND GRADING2-17-20202. 9/29/21, 8:59 AM IMG_2006Effluent.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFnGCvqJTnqqgDgBtLJvgcxH?projector=1&messagePartId=0.2 1/1 9/29/21, 9:00 AM IMG_2007Pump Chamber.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFnGCvqJTnqqgDgBtLJvgcxH?projector=1&messagePartId=0.2 1/1 9/29/21, 9:00 AM IMG_2010Effluent Line.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFnGCvqJTnqqgDgBtLJvgcxH?projector=1&messagePartId=0.2 1/1 9/29/21, 9:00 AM IMG_2011Inlet Tee.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFnGCvqJTnqqgDgBtLJvgcxH?projector=1&messagePartId=0.2 1/1 9/29/21, 9:00 AM IMG_2013Bldg Swr Line.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFnGCvqJTnqqgDgBtLJvgcxH?projector=1&messagePartId=0.2 1/1 9/29/21, 9:01 AM IMG_2014Double Cleanout.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFnGCvqJTnqqgDgBtLJvgcxH?projector=1&messagePartId=0.2 1/1 9/29/21, 9:01 AM IMG_2015Connection to house sewer.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFnGCvqJTnqqgDgBtLJvgcxH?projector=1&messagePartId=0.2 1/1 9/29/21, 9:01 AM IMG_2018Bldg Swr Ln.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFnGCvqJTnqqgDgBtLJvgcxH?projector=1&messagePartId=0.2 1/1 9/29/21, 9:01 AM IMG_2020Laterals.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFnGCvqJTnqqgDgBtLJvgcxH?projector=1&messagePartId=0.2 1/1 9/29/21, 9:01 AM IMG_2021Mound.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFnGCvqJTnqqgDgBtLJvgcxH?projector=1&messagePartId=0.2 1/1 9/29/21, 9:01 AM IMG_2024Tank.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFnGCvqJTnqqgDgBtLJvgcxH?projector=1&messagePartId=0.2 1/1 9/29/21, 9:01 AM IMG_5488Tank.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFnGCvqJTnqqgDgBtLJvgcxH?projector=1&messagePartId=0.2 1/1 9/29/21, 9:01 AM IMG_5489ControlPanel.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFnGCvqJTnqqgDgBtLJvgcxH?projector=1&messagePartId=0.2 1/1 9/29/21, 9:01 AM IMG_5493Mnd Insp POrt and Flushing Assemblies.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFnGCvqJTnqqgDgBtLJvgcxH?projector=1&messagePartId=0.2 1/1 9/29/21, 9:02 AM IMG_5494Mound.JPG https://mail.google.com/mail/u/0/#all/FMfcgzGlkFnGCvqJTnqqgDgBtLJvgcxH?projector=1&messagePartId=0.2 1/1