The URL can be used to link to this page

Home My WebLink About2401 Cedar Dr - 246704200005Work Classification: NewPermit 5886 WOOD DUCK CT FREDERICK CO 80504- Address Owner Information Permit Status: Active Project Address 246704200005 Permit Type: OWTS Permit Permit NO. OWTS-1-16-13987 Expires: 8/2/2016 Issue Date: 4/4/2016 Parcel No. 2401 CEDAR DR Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: (303)834-8354 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)945-5252BOUNDARIES UNLIMITED, INC. Contractor(s)Phone Primary ContractorLicense Number Teagle Excavating, Inc.(970)984-6119 Yes16-16 RICHARD & DEBRA BEHRENS Permitted Construction / Details: Installation of the OWTS exactly as depicted on the Boundaries Unlimited Engineering, Inc. design stamped, signed and dated April 4, 2016 by Bruce D. Lewis, PE. System is designed to serve a three bedroom home and a fourth bedroom to be located above a future garage for a total of four bedroom capacity. System consists of a 1,250 state approved, concrete, two compartment septic tank with Poly Lock effluent filter placed in the outlet tee of the second compartment; and 750 square feet of soil treatment area (prior to the 30% adjustment for using chambers) via the installation of 44 Infiltrator Quick 4 Plus or 28 Biodiffuser chambers placed in two shallow trenches that are serially connected. The sewer line stub out must be placed inside the garage structure to avoid having to obtain an OWTS Alteration Permit in the future to connect the garage. Be sure to double sleeve the schedule 40 sewer line that extends under the driveway and add blue board insulation; and place inspection portals at both ends of each trench as shown on the plans. Contact the design engineer and Eagle County Environmental Health to conduct installation inspections. Engineer certification of proper installation along with as-built drawings and photos are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the dwelling. Issued by: Environmental Health Department, Eagle County, CO April 11, 2016 Date Customer Copy Ray Merry CONDITIONS: 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Work Classification: NewPermit 5886 WOOD DUCK CT FREDERICK CO 80504- Address Owner Information Permit Status: Active Project Address 246704200005 Permit Type: OWTS Permit Permit NO. OWTS-1-16-13987 Expires: 8/2/2016 Issue Date: 4/4/2016 Parcel No. 2401 CEDAR DR Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: (303)834-8354 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)945-5252BOUNDARIES UNLIMITED, INC. Contractor(s)Phone Primary ContractorLicense Number Teagle Excavating, Inc.(970)984-6119 Yes16-16 RICHARD & DEBRA BEHRENS Permitted Construction / Details: Installation of the OWTS exactly as depicted on the Boundaries Unlimited Engineering, Inc. design stamped, signed and dated April 4, 2016 by Bruce D. Lewis, PE. System is designed to serve a three bedroom home and a fourth bedroom to be located above a future garage for a total of four bedroom capacity. System consists of a 1,250 state approved, concrete, two compartment septic tank with Poly Lock effluent filter placed in the outlet tee of the second compartment; and 750 square feet of soil treatment area (prior to the 30% adjustment for using chambers) via the installation of 44 Infiltrator Quick 4 Plus or 28 Biodiffuser chambers placed in two shallow trenches that are serially connected. The sewer line stub out must be placed inside the garage structure to avoid having to obtain an OWTS Alteration Permit in the future to connect the garage. Be sure to double sleeve the schedule 40 sewer line that extends under the driveway and add blue board insulation; and place inspection portals at both ends of each trench as shown on the plans. Contact the design engineer and Eagle County Environmental Health to conduct installation inspections. Engineer certification of proper installation along with as-built drawings and photos are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the dwelling. Office Copy April 11, 2016 Issued by: Environmental Health Department, Eagle County, CO Date Ray Merry CONDITIONS: 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED February 22, 2017 Richard Behrens 1627 Hallett Peak Dr. Longmont, CO 80503 rtbehrens@gmail.com RE: Final approval of septic permit OWTS-1-16-13987; Tax parcel #246704200005; Property location: 2401 Cedar Drive, Basalt area Mr. Behrens, This letter is to inform you that the above-referenced septic permit has been inspected and finalized. This permit was approved and sized for a total capacity for 3 bedrooms. Additional information about the maintenance your septic system needs can be accessed through web site links provided on the Environmental Health Department’s home page at http://www.eaglecounty.us/envHealth/ Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system. Landscape features, trees with tap roots, irrigation systems and parking areas above the drain field can cause premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. By following a few simple guidelines, like avoiding grease or other additives down the drain and making sure your septic tank is on a pumping schedule, your system has been designed to last for many years. If you have any questions regarding this information, please contact us at (970) 328-8755 and reference the OWTS septic permit number. Sincerely, Terri Vroman Administrative Technician IV cc: OWTS electronic permit folder Energov electronic file Gamba Engineering Project 16008 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us RAYMOND P. MERRY, REHS Director Dec 22, 2016 Raymond P. Merry, REHS Eagle County Environmental Health Dept. P.O. Box 179 Basalt, CO 81631-0179 RE: Behrens OWTS-0351 2401 Cedar Dr, Basalt, CO Permit No. OWTS-1-16-13987 BUI #16008.01 Attn Ray Merry: This letter addresses an Onsite Wastewater Treatment System installation for a recently constructed 3-bedroom residence and separate garage with upstairs single bed structure located at 2401 Cedar Dr, Basalt, Eagle County, CO.. Boundaries Unlimited Inc. (BUI) performed an inspection during the systems construction on June 28, 2016 and reviewed additional photos taken by contractor on June 30, 2016. The installation included a 1,250-gallon concrete 2-compartment septic tank, effluent filter, 44 Quick 4 Plus infiltrators equally divided into two trenchs (serially connected), inspection ports and associated 4” piping (with attached tracer wire), pipe cleanouts along with pipe sleeve under driveway. The system appeared to have been installed in conformance with the intent of the design. I have enclosed photos of the construction. If you have any questions, please feel free to contact me at 945-5252 X2. Sincerely, BOUNDARIES UNLIMITED INC. Bruce D. Lewis, P.E. Principal Email: Teagle Excavating, Inc., 100' SETBACK 100' SETBACK 100' SETBACK100' SETBACK100' SETBACK100' SETBACK100' SETBACK100' SETBACK100' SETBACK 100' SETBACK 100' SETBACK 100' SETBACK 100' SETBACK Existing Potable Water Well100.00' (min.) &RQVWUXFWWUHQFKHVRQHDFKside of the profile pit, not across44 - Infiltrator Quick4 Chambers - arrange asshown, in two trenchesor28 - ADS Biodiffuser (STD) Chambers in twotrenches (not shown) Centerline toCenterline ofTrenches.4''SSTrench Connection Pipe - at "FAR"end of trenches only, See Details.Gravity Distribution to the First TrenchOnly in the Absorption Field."NEAR" Endof trenches"FAR" End Two Chamber Concrete Septic Tank,1250-gal. minimum.Existing Driveway10' Property Line SetbackProperty LineRoad R-O-W LineExisting Edge or Road4''SS 4''SS 4''SS 4''SS 4''SS 4''SS 4''SS 4''SS4''SS4''SS4''SS4''SS4''SS (greater than 100' requiresa cleanout in the line)4" Sch40 PVC Gravity line toSeptic Tank (50' MAX.)Two-Way Cleanout - set within 5-feet ofresidence. See Details.Electric Transformer onConcrete PadResidence: 3-BedroomsGarage: 1-Bedroom(Future)4''SS 4''SS 4''SS 4''SS 4''SS 4''SS 4''SS 4''SS4" Sch40 PVC Gravity line toSeptic TankExtend the sewer line into thebuilding and cap for future use.Install 12" C900 PVC pipe sleeveunder driveway for sewer pipeTwo-Way Cleanout - setwithin 5-feet of residence.See Details.>>>>>>Construct a 6" deep drainageswale above the absorption areaProfile PitOWTS LEGENDPERCOLATION TEST LOCATIONS (11/08/05) WITH HOLE NUMBER ANDPERCOLATION RATE.PROFILE HOLE LOCATION (11/08/05)TWO-WAY GRAVITY SEWER CLEANOUT - SEE DETAILSINSPECTION PORT - SEE DETAILS AND ALTERNATES.4-INCH SANITARY SEWER GRAVITY LINE - MEETING ASTM 30341,250-GALLON CONCRETE SEPTIC TANK, TWO CHAMBER - SEE ETAILSINFILTRATORS - SEE DETAILS100-FOOT WELL SETBACK LINE (ABSORPTION FIELD)20-FOOT BUILDING SETBACK LINE (ABSORPTION FIELD)5-FOOT BUILDING SETBACK LINE (SEPTIC TANK)PROPERTY LINE10-FOOT PROPERTY SETBACK LINEELECTRIC TRANSFORMER BOX4''SS4''SS4''SS4''SS4''SS4''SS100' SETBACK100' SETBACK20' SETBACK20' SETBACK5' SETBACK5' SETBACK5' SETBACKByRevisionNo.Date 923 Cooper AvenueSuite 201Glenwood Springs, CO 81601tele: 970.945.5252fax: 970.384.2833Engineer or SurveyorSealSheetClient Information:PROJECT NO.FILE NAME:Designer:Drafter:Date:04.04.16BDLOWTS-w Garage16008 Longmont CO 805031627 Hallet Peak DriveRichard & Debra Behrens Eagle County, Colorado OWTS 2401 CEDAR DRIVE, BASALT Parcel Number: 2467-042-00-005 BEHRENS RESIDENCE C1ONSITE WASTEWATER TREATMENT (OWTS)WASTEWATER TREATMENT FOR THE NEW RESIDENCE LOCATED AT 2401 CEDAR DRIVE, BASALT, CO WILL BE HANDLED BY A NEW ONSITEWASTEWATER TREATMENT SYSTEM (OWTS). THE OWTS DESIGN WAS COMPLETED IN ACCORDANCE WITH EAGLE COUNTY PUBLICHEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM (OWTS) REGULATIONS.THE PROPOSED FOUR (4) BEDROOM RESIDENCE WILL BE CONSIDERED FOR DETERMINING MAXIMUM DESIGN FLOWS.DESIGN CALCULATIONS:DESIGN WASTE WATER FLOW (SEE SEC 43.6 A.2. a & f):75 GPD/PERSON X 2 PERSONS/BEDROOMS X 4 BEDROOMS = 600 GALS/DAYSEPTIC TANK SIZE:4 BEDROOMS = 1,250 GALLON CAPACITY TWO COMPARTMENT TANK (SEE TABLE 9-1). TANK. TANKS ARE NOT SUBJECT TO BUOYANCY.SOIL TREATMENT AREA:ACCORDING TO THE SUBSOIL STUDY (HEPWORTH-PAWLAK GEOTECHNICAL, INC., JOB NO. 107 0473, DATED 10/17/08), NOGROUNDWATER ENCOUNTERED IN THE PROFILE TEST PIT, THE AVERAGE PERCOLATION RATE WAS DETERMINED TO BE 7 MINUTES PERINCH (MPI), AND THE SOILS ARE "TYPE 1" (RELATIVELY DENSE, CLAYEY TO SILTY GRAVEL WITH COBBLES AND SMALL BOULDERS).GROUND SURFACE SLOPE IS ALSO LESS THAN 30%. THE SYSTEM SHALL BE BE DESIGNED UTILIZING THIS INFORMATION WITH ATREATMENT LEVEL 1 LONG TERM ACCEPTANCE RATE (LTAR) OF 0.80 GPD/SF. (SEE TABLE 10-1).AREA = DESIGN FLOW (GALS/DAY) = 600 = 750 SF (SEC 43.10 C) LTAR (GALS/DAY/SF) 0.80SIZE ADJUSTMENT FACTORS:TRENCH, GRAVITY FLOW =1.0 (TABLE 10-2)DISTRIBUTION MEDIA (CHAMBERS) = 0.7 (TABLE 10-3)ADJUSTED AREA = 1.0 X 0.7 X 750 SF. = 525 SFOPTION #1: INFILTRATOR QUICK4: 525 SF/12 SF/UNIT = 43.75; USE 44 UNITS IN TRENCH CONFIGURATION.OPTION #2: ADS BIODIFFUSER (STD): 525 SF/18.75 SF/UNIT= 28; USE 28 UNITS IN TRENCH CONFIGURATION.NOTES:1.ABSORPTION TRENCH EXCAVATION SHALL BE INSPECTED BY THE DESIGN ENGINEER PRIOR TO PLACEMENT OF CHAMBERS2.SYSTEM DESIGN IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FROM REVERSE OSMOSIS ORWATER SOFTENERS AND/OR FILTERS SHALL NOT BE INTRODUCED INTO THIS SYSTEM3.CLEAN OUTS ARE REQUIRED AT THE HOUSE AND AT ALL BENDS AND AT LEAST 100-FEET BETWEEN THE HOUSE AND SEPTIC TANK.4.ALL PIPE, FITTINGS, AND CONNECTIONS SHALL BE WATER TIGHT TO PREVENT INFILTRATION.5.CONCRETE SEPTIC TANK AND ABSORPTION FIELD SHALL NOT BE PLACED IN AREAS OF ANY VEHICLE TRAFFIC OR DRIVEWAYS.6.$´32/</2.,1&µ())/8(17),/7(56+$//%(,167$//(',11'7$1.&+$0%(5$7287/(73(50$18)$&785(57.INSPECTION PORTS SHALL BE INSTALLED AT BOTH ENDS OF EACH ROW OF CHAMBERS. 100 LINEAL FEET IS MAXIMUM LENGTH OFCHAMBERS IN A TRENCH.8.INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS PORTS TO FINAL GRADE. PORTS SHALL BE MARKED IF CAPS ARE TO BEBURIED.9.INSTALL 3-INCH THICK BLUEBOARD INSULATION, 3-FEET WIDE, OVER SEWER AND EFFLUENT PIPE WHEREVER DEPTH IS LESS THAN5-FEET. GROUND COVER SHALL NOT BE LESS THAN 2-FEET.10.SYSTEM COMPONENT LOCATIONS MAY VARY AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES COMPLY WITHREGULATIONS.11.ALL SYSTEM COMPONENTS MUST BE INSPECTED BY THE DESIGN ENGINEER AND EAGLE COUNTY PRIOR TO ANY BACKFILL.12.SOME TOPOGRAPHIC INFORMATION BY A GAMBA & ASSOCIATES, INC SURVEY, INCLUDING DRIVEWAY, UNDERGROUND ELECTRIC,AND LOCATION OF PERCOLATION HOLES. REMAINING SURVEY INFORMATION FROM OTHERS.13.3(5&2/$7,217(675(68/76$1'62,/6*5$'$7,21$1$/<6,6$5()5207+(´+3*(27(&+5(32572)2&72%(57+JOB NUMBER 107 0473.SUMMARYTREATMENT IS PROPOSED AS A WASTEWATER TREATMENT LEVEL 1 AND A GRAVELLESS CHAMBER ABSORPTION FIELD IN A TRENCHCONFIGURATION. THE SEPTIC TANK WILL BE A 1,250 GALLON (MIN.) STATE APPROVED TWO CHAMBER CONCRETE TANK. THEABSORPTION FIELD TRENCHES WILL BE GRAVITY FED AND THE MINIMUM REQUIRED SOIL TREATMENT AREA IS 525 SF (UTILIZINGSTORAGE-DISTRIBUTION CHAMBERS).19082BR U CE D. LEWISCOL O RADO LICENSEDPROFESSIONAL ENG INEER 4/4/16 ByRevisionNo.Date 923 Cooper AvenueSuite 201Glenwood Springs, CO 81601tele: 970.945.5252fax: 970.384.2833Engineer or SurveyorSealSheetClient Information:PROJECT NO.FILE NAME:Designer:Drafter:Date:04.04.16BDLOWTS-w Garage16008 Longmont CO 805031627 Hallet Peak DriveRichard & Debra Behrens Eagle County, Colorado DETAILS 2401 CEDAR DRIVE, BASALT Parcel Number: 2467-042-00-005 BEHRENS RESIDENCE C2GENERAL ABSORPTION AREA NOTES1.INSTALL CHAMBER UNITS IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS.2.ABSORPTION TRENCHES SHALL BE 3' WIDE BY 88-FEET INLENGTH, AND SHALL PARALLEL THE TOPOGRAPHY. TRENCHESSHALL HAVE A MIN. OF 7' DISTANCE BETWEEN THEM.3.THE BOTTOM OF THE ABSORPTION BED SHALL BE LEVEL ANDTHE BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVEANY SOIL SMEARS INCURRED DURING THE EXCAVATION.FAILURE TO DO SO MAY REQUIRE THE CONTRACTOR TOREPLACE THE ABSORPTION FIELD AT HIS/HER OWN EXPENSE.4.DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUNDTHE FIELD, AS NECESSARY, TO PREVENT SURFACE RUNOFFFROM ENTERING ABSORPTION AREA.5.NO EXCAVATION OF THE ABSORPTION FIELD IS TO BE DONEDURING WET WEATHER AND USE OF RUBBER TIRE VEHICLESOVER THE ABSORPTION AREA IS STRICTLY PROHIBITED.6.UNSUITABLE MATERIAL EXISTING WITHIN THE FIELD SHALL BEEXCAVATED AND BACKFILL SHALL CONSIST OF IMPORTEDLOAMY SAND OR SANDY GRAVEL. THE ENGINEER SHALL BECONTACTED IF BEDROCK OR GROUNDWATER IS ENCOUNTEREDIN THE OVEREXCAVATION.7.TOPSOIL COVER MAY BE VARIED (1-FOOT MINIMUM, 2-FOOTMAXIMUM) TO ALLOW FOR LANDSCAPING.ATTACH REMOVABLE CAP ORTHREADED CLEANOUT ASSEMBLY.INSTALL MARKER IF CAP IS TOBE BURIED.FLOWFINISH GRADE39&5,6(5%(1'4" PVC WYE6(:(5/,1(34"(typ.)SERIAL TRENCH SYSTEMFinished Ground - maintain positive slopeaway from top surface of the chambertrenches.Standard Inspection Port,7\S39&VROLGSLSHFXWto fit. Locate Per Plan View.Attach removable cap orthreaded cleanout assembly.install marker if cap is tobe buried.12". Minimum Cover24" MAXIMUM Cover(typ.)4" (min.)(typ.)End Feed to Trench #1 from Septic TankOnly.Trench #14-in. Sewer Pipe meeting ASTM3034 specifications, connectingFAR END of Trenches #1 & #2(typ.)Trench #2Undisturbed Native SoilsBottom to be level and flat overHQWLUHDUHDWRZLWKLQ W\SIf necessary to achieve this surface,import concrete sand to use asleveling material.7.00' (min.)ATTACH REMOVABLE CAP ORTHREADED CLEANOUT ASSEMBLY.INSTALL MARKER IF CAP IS TOBE BURIED.FLOWFINISH GRADE39&5,6(5%(1'4" PVC WYE6(:(5/,1(18" 18" 4" PVC RISER BAFFLE OPENING~3"CONCRETE LID6"TOPSOIL(MIN.)PRECAST RISERFINISH GRADE1" CRUSHED ROCK, 6" DEEP TO LEVEL TANKCONCRETE LID4" PVC RISER WITH EFFLUENT FILTER PVC Coupling for supportNOTE:STATE APPROVED 1250-GALLONTW0 (2) CHAMBER CONCRETESEPTIC TANK.4" PVC RISER IN INFLOW SHALL ENTER THELARGER CHAMBER19082BR U CE D. LEWISCOL O RADO LICENSEDPROFESSIONAL ENG INEER 4/4/16