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HomeMy WebLinkAbout1445 Lake Creek Rd - 210507400008INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1222 Please call for final inspection before covering any portion of installed system. OWNER: Andrew W. Kaufman & Ann M. Sinton PHONE: 926-2030 MAILINGADDRESS: P.O. Box 148 city: Edwards State: CO Zip: 81632 APPLICANT: Andrew W. Kaufman PHONE: 926-203n SYSTEMLOCATION: 1445 Lake Creek Road TAX PARCEL NUMBER: 2105-074-00-002 LICENSED INSTALLER: Gophir Excavating LICENSENO: 33-93 DESIGN ENGINEER OF SYSTEM: INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 12 5 0 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 650 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: 18 infiltrator units in trenches or 220 lineal feet SB2 in trenches. Install inspection portals at end Of each trench -Size for 4 bedrooms as per nTjmpra request. ENVIRONMENTAL HEALTH APPROVAL DATE: CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS F 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 AND CAUSE FOR 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:— a SQUARE FEET. W INSTALLED SEPTIC TANK: --- &214� GALLON -3n/ DEGREES' ) FEET FROM QA c L C ' SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY YES _NO COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: /" YES _ NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL: V DATE: / oZ ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) APPLICANT / AGENT: RETAIN WITH RECEIPT RECORDS OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # ISDS Permit 0 Building Permit #� APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 ************************************************************************** PROPERTY OWNER: D iz w l�aF�, A t- n l✓vI S r ln,, MAILING ADDRESS: C C1in..1-e AT �f (p3L PHONE: 3` C7 2 Z U3 O APPLICANT/CONTACT PERSON: TbvDIZ -u, Lv , K4u t= l��q j PHONE • (TZ60 ^ �� LICENSED SYSTEMS CONTRACTOR: 1 o 1.-e aQ 43 - 9-3 ADDRESS: PHONE • *************************************************************************** PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: 5F_�)<A 07�, Parcel Number: _Z1OS Lot size: Z• noel Physical Address: ) 14 (4 '_ CN e-v_6_ (�Zc BUILDING TYPE: (Check (X) Residential / ( ) Residential / ( ) Commercial / TYPE OF WATER SUPPLY: applicable category) Single Family Number Multi -Family* Number Industrial* Type — of Bedrooms �J of Bedrooms Well( ) Spring k<) Surface ( ) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REI�TTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE • U v *************************** DATE: ********************************************** AMOUNT PAID* > �_(fn RECEIPT# DATE:_q (� CHECK # ' CASHIER• EAGLE COVI it I FAIX COVER SHEET EAGLE COUNTY ENVIRONMENTAL 14EALTH DEPARTMENT P.O. BOX 179 EAGLE, CO 81631 Ph:970-328-8755 Fax:970-328-8788 Date: TO: COMPANY: FAX #: 924-o 11W— 44 � w FROM: Z NO. OF PAGES INCLUDING COVE. SHEET: If you clo ROt* receive .all pages please call our office -at (970) 328-8755 PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. OWNER: P ' - A) i�t�C�1Gn � An 1 LEGAL DESCRIPTION: 119 La14�2 CA-peV; MAILING ADDRESS:---.* TYPE OF DWELLING: EtCa��GLQ� NUMBER OF BEDROOMS bQ TEST HOLES PRE-SOAKED: YES/ NO TIME wamrD nvnmv Time to drop last inch t" `A, PERC RATE: 6a MINIMUM SEPTIC TANK SIZE: MINIMUM LEACH FIELD SIZE: COMMENTS: 1$:2) ;hall Q47n-19r) -0-- ` — �„-- • RZ l~ PERC TEST DONE BY: Environmental H alth O rev. 6/90ks DATE: cer i 2_b(D t., — r. OF to P.01 0 a ter-Mountain EngineerfngLtd. ffzr 'so'tfs lr�w 't3ICQ� p4ty, , - P [►cam,•, t�9 (� 16 ra,,, t � qq - Cafct �_fv. E *Y00-, SOILS AND FOUN'DATIOid INVESTXGATION FOR PROPOSED RESXDENCE A PARCM OF LAND IN THE SX114 OE SECTION 7, T. 5 S. S (1445j R. 82 W., Of TIME SIXTH MERIDIAN LAKE CREEK ROAD) EAGLE COUNTY, COLORADO PREPARED FOR: A14DY XAU1+'MAN IFRO,7ECT NO. 92687C NOVF-MBER 1992 Box No. 978 - Avon, COIOW0 81620 - 941-5072 Denver 893-1531 1420 Vance Street - Lakewood, COIOrsdo 80215 - Phone: 232-0158 P.02 TABLE _OF CONTENTS CONCLUSIONS 1 SCOPE 1 SITE VOCATION AND DESCRIPTION 2 SITE INVESTIGATION 2 SUBSURFACE AND GROUNDWATER CONDITIONS 3 PROPOSED CONSTRUCTXON 3 FOUNDATION RECOMMENDATXONS 4 EXCAVATION RECOMMENDATIONS 5 SLAB CONSTRUCTXON 5 REINFORCING 6 CRAWL SPACE COVER 6 BACKFILL AND SURFACE DRAINAGE 7 LAWN IRRIGATION 8 MISCELLANEOUS a TEST LOCATION DRAWING NO. 1 SUMMARY OF TEST PITS FIGURES NO. 1 2 GRAIN -SIZE DISTRIBUTION FIGURE NO. 3 -- 4 P. ®3 CONC1TiUS IONS 1. Subsoil conditions are fairly uniform over the site with 2 Peat of topsoil, underlain by sandy GRAVEL with few fines to the maximum depth explored of 6 feet. 2. The proposed residence should be founded on undisturbed sandy GRAVEL on conventional spread footings designed for a maximum soil bearing pressure of 2,000 psf. 3 SCOPE This report presents the results of a Soils and Foundation Investigation for the proposed residence to be constructed on a parcel of land in the SE1/4 of Section 7, T. 5 S., R. 82 W., of the Sixth Meridian, Eagle County, Colorado. The investigation was prepared by means of test pits and laboratory testing of samples obtained from these pits. The purpose of this foundation exploration was to determine the various soil profile components and the engineering characteristics of the foundation materials, and to provide criteria for use by the design engineers and architects in preparing the foundation design. P.04 2 SITE LOCATION AND 006gRXPTI[)N The site is a 2.845 acre parcel of land located on the West side of Lake Creek Road in the SE1/4 of Section 7, Township 5 South, Range 82 West of the Sixth Meridian, Eagle County, Colorado. The topography is relatively flat with drainage to the North. The vegetation consists mostly of grasses and weeds along with a few trees. SITE IMMSTIdATIQN The field investigation performed on October 30, 1992, consisted of excavating, logging and sampling 2 test pits. The locations of the test pits are shown on Drawing No. 1. The test pits were excavated with a conventional backhoe. Summaries of the test pit logs are detailed on Figures No. 1 and 2. Laboratory samples from the granular soils were sampled by caulk sampling at selected intervals. These samples were returned to our laboratory, inspected and classified in accordance with the Unified Soil Classification System and the test pit lags were edited as necessary. To aid in classifying the soils encountered, and to determine general soil characteristics, selected laboratory tests (grain size distribution) were performed on representative soil samples. Summaries of the test results are shown on Figure No. 3 and 4. P. 05 3 SUSSURLYAGE [R UNDWATE L C-0 IT3 0N1 ,Refer to the summary of test pits, Figures No. 1 and 2. Subsurface conditions are fairly uniform with 1•5 2•0 feet of TopSOIL underlain by sandy GRAVEL with very few fines to the maximum depth explored of 6 feet. We understand that no overlot grading has been done prior to this investigation. No groundwater was encountered in any of the test pits at the time of excavation. The underlying bedrock is Eagle Valley Evaporite, which contains water soluble salts. Solution of these salts can produce sinkholes and general, area subsidence. There are sinkholes and subsidence areas in the Edwards area. There were no sinkholes observed at the site at the time of the investigation. PROPOSED CONSTRUCTION No specific design data has been provided, but for the purpose of this analysis, it has been presumed that the proposed residence will consist of 2 floors with a basement, and that loads will be light. if the proposed project differs significantly from this understanding, a review should be Wade after the plans are more complete. P. 06 4 FoullphTION Be HENDUIONI sandy GRAVEL with cobbles Will be encountered in the foundation excavation. The proposed residence should be founded on conventional type spread footings designed for a maximum soil bearing pressure of 2,Ooo psf. At this pressure, settlements are anticipated to be approximately one inch, The footings should be constructed can the undisturbed sandy GRAVEL with cobbles. The footing excavations should be relatively smooth, free of debris, organics, loose soil., frost, and standing water. Any over - excavations should be backf ill,ed and compacted to too percent within 2 percent of optimum moisture as determined by a standard proctor test (ASTM D-698). A representative of this office should be contacted to inspect the foundation excavation to verify that the soil conditions are the same as those anticipated in this report. After all of the final grading is completed, the bottom of the footings should be covered with a minimum of 48 inches of backfill for frost protection. Voids left by the removal of cobbles in the bottom of the footing excavation should be filled with lean concrete or a granular soil with a maximum particle size of 3 inches compacted to l0o percent of standard Proctor density (ASTM D-698) within 2 percent of optimum moisture. P. 07 P1 EXC�VATIog RECOMMENDATIONS Due to the granular nature of the soil expected in the excavation, care should be taken to avoid collapse of the slopes especially during extended periods of wet weather. Special care should be taken in the area of excavation nearest to the existing log home. Because of the close proximity of the excavation to the structure in this area, the wall of the excavation will be thin, possibly resulting in instability. Therefore, care should be taken to avoid an accident. OSHA guidelines and local codes should be observed. BLAB CO13STRUMON All excavations made for the foundations must be properly backfilled with suitable material Compacted to a minimum of 95 percent of the maximum standard Proctor density (ASTM D-698). The on -site soils exclusive of topsoil and organics are suitable for use as backfill. Due to the high content of cobbles and boulders, it will be necessary to screen out the larger rocks prior to using this material as backfill. Before the backfill is placed, all water and loose debris should be removed from these excavations. prior to the construction of concrete floors, the undisturbed subgrade should be proof compacted with a loaded rubber -tired loader to a uniform high density. special care should be taken in areas where underground utilities have been installed. P.08 P The noor siabs should be reinforced, and joints should be provided at the junctions of the slab and the foundation walls, so that a small amount of independent movement can occur without causing damage. The slabs should be scored in accordance with the American concrete institute's recommendations to control. cracking. A granular mat (-3/4 inch gravel, with less than 5 percent passing No. 200 sieve) should be provided below the floor slabs. This should be a minimum of four inches in thickness and compacted. The purpose of this granular mat is to provide a capillary break between the subgrade and the slab. REINFORCE The foundation should be well reinforced and rigid enough to withstand differential settlements. Foundation walls retaining earth should be designed to resist an equivalent fluid pressure of 3o pcf for an "active" case assuming a level drained backfill condition. CR ,WIC SPACE COVER When moist soils are encountered in the excavation, the ground surface in crawl space areas should be covered with an impervious moisture barrier sealed against the footings. This will help to reduce humidity in the crawl space area. P. 09 7 BAC FXLL AND SURFACE DRAI AGY: The backfill placed around the foundation walls must not settle after oompletion of construction and the top one foot of the backfill material must be relatively impervious. The on -site soils exclusive of topsoil and organics are suitable for use as backfill. Due to the high content of cobbles and boulders, it will be necessary to screen out larger racks prior to using this material as backfill. Rackfill should be moistened or dried to near its optimum moisture content and compacted to at. least 90 percent of the maximum standard Proctor density. Structural backfill should be compacted to at least 95 percent of the maximum standard proctor density. surface water running toward the structure from upslope areas should be diverted around and away from the building by means of drainage swales or other similar measures. The final grade should have a positive slope away :from the foundation walls on all sides. A minimum of 12 inches in the first to feet is recommended. Downspouts and sill cocks should discharge into splash blocks that extend beyond the limits of the backfill. The use of long downspout extensions in place of splash blocks is advisable. P. 10 0 Ia lI TRAIGAMION Do not install sprinkler systems next to foundation walls, porches or patio slabs. if sprinkler systems are installed, the sprinkler heads should be placed so that the spray from the heads, under full pressure, does not fall within five feet of foundation walls, porches or p-atio slabs. Lawn irrigation must be controlled. If the future owners desire to plant next to foundation walls, porches or patio slabs, and are willing to assume the risk of structural damage, etc:. , then it is advisable to plant only flowers and shrubbery (no lawn) of varieties that require very little moisture. These flowers and shrubs should be hand watered only. MYSCELLMEOUB The recommendations provided herein are based on experience in the area and from the on -site field exploration. The information obtained from the field exploration and laboratory testing reflects subsurface conditions only at the specific locations at the particular times designated. Subsurface conditions at other locations and times may differ from the conditions at these locations. The extent: of any variations between the test pits may not appear evident until excavation is performed. However, only minor variations are expected. if during construction conditions appear to be different, this office should be advised so re- evaluation of the recommendations may be made. 9 This report has been prepared for the axclusi.ve use of Andy Kaufman for the specific application to the proposed residence structure to be located on a parcel of land in the SR1/'4 of section 7, T. 5 5., P— $2 W., of the sixth Meridian, Eagle County, Colorado. The findings and recommendations of this report have been prepared in accordance with locally accepted professional engineering standards for similar conditions at this tiiae. There is no other warranty, either expressed or implied. Sincerely, INTER-MOUNTAXN ENGINEERING, LTD- J" ;e French, Staff Engineer Reviewed by Je fWresi anel, ]P. E. 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Work Classification: RepairPermit CO Address Owner Information Permit Status: Active Project Address 210507400008 Permit Type: OWTS Permit Permit NO. OWTS-9-13-9699 Expires: 2/1/2014 Issue Date: 10/4/2013 Parcel No. 1445 LAKE CREEK RD 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: (970)845-9400 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)368-3292ROGER SHAFER Contractor(s)Phone Primary ContractorLicense Number JA BASKINS CONSTRUCTION CO.Yes44-13 SCOTT SKELTON Permitted Construction / Details: Install the system exactly as depicted on the Eastbound Westbound design stamped, signed and dated 10/01/2013. The OWTS installation proposes to use the existing tank but must be verified that the existing tank has the capacity (1,250 gallons) and structural integrity to continue to be used. If it is determined by the engineer that the tank must be replaced, permission is granted to install a 1,250 gallon tank that meets current horizontal and vertical setbacks. The soil treatment area consists of 1,250 square feet of absorption area credit via 64 Infiltrator Q4 chambers connected serially in four shallow trenches of 16 chambers in each trench; and is sized to serve a four bedroom dwelling. Do not install in wet weather or in frozen ground and contact the design engineer to conduct all necessary inspections in order to certify the system and to create the as-built drawings necessary to final the construction permit. Issued by: Environmental Health Department, Eagle County, CO October 04, 2013 Date Customer Copy Terri Vroman 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: RepairPermit CO Address Owner Information Permit Status: Active Project Address 210507400008 Permit Type: OWTS Permit Permit NO. OWTS-9-13-9699 Expires: 2/1/2014 Issue Date: 10/4/2013 Parcel No. 1445 LAKE CREEK RD 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: (970)845-9400 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)368-3292ROGER SHAFER Contractor(s)Phone Primary ContractorLicense Number JA BASKINS CONSTRUCTION CO.Yes44-13 SCOTT SKELTON Permitted Construction / Details: Install the system exactly as depicted on the Eastbound Westbound design stamped, signed and dated 10/01/2013. The OWTS installation proposes to use the existing tank but must be verified that the existing tank has the capacity (1,250 gallons) and structural integrity to continue to be used. If it is determined by the engineer that the tank must be replaced, permission is granted to install a 1,250 gallon tank that meets current horizontal and vertical setbacks. The soil treatment area consists of 1,250 square feet of absorption area credit via 64 Infiltrator Q4 chambers connected serially in four shallow trenches of 16 chambers in each trench; and is sized to serve a four bedroom dwelling. Do not install in wet weather or in frozen ground and contact the design engineer to conduct all necessary inspections in order to certify the system and to create the as-built drawings necessary to final the construction permit. Office Copy October 04, 2013 Issued by: Environmental Health Department, Eagle County, CO Date Terri Vroman 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 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounly.us EAGLE COUNTY P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us i A;JK 1T1;L Ai i LJLVr11LVl! L'WAX \111917L 111 ►T 11L711:+ TT r1L L'L\ LX%Azl !11VKL'1�1 0l 01 L;Ivt p OWTS PERMIT # - ! 3 - BUILDING PERMIT # S -1- INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCL D) FEESCHEDULE APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE 400.00 This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $135.00 Make all remittance payable to: Eagle County Treasurer. Property Owner: Scow S CL,- nor. Phone: �`�� `� V00 Mailing Address: 14q�T Cf 'P-041> email p�5 t-1GEiusC_# 2 g6?6e Registered Professional Engineer: -Q G gp— :-iafpJ „ Phone: _ "49 - Applicant or Contact Person: 5 Co"q- S E rJ Phone: 5 !i 264-2— �2 Licensed Systems Contractor: B�46e_ I (Nf License # q Company/DBA: s! A BASICIN`7 6OTZVG7")0r� Phone: 3'iC — 5_003 Mailing Address: 301_ 7 L c ( 8 ►&�Z email VA I L K.! (>S Q1 Ce�&rj4Y rE6- , A/,5-T Permit Application is for: New Installation Location of Proposed Onsite Wastewater Legal Description: IeiW2W Tax Parcel Number: G I(J7 -U /It -Lf Assessor's Link: www.eagfecounty,.us/patie/ PhysicalAddress: Building Type: Residential / Single Family Residential / Multi Family t/ Alteration Repair System: Lot Size: 2.3z% ry, efd /hl aS �d_p Number of Bedrooms: Number of Bedrooms: Commercial I Industrial* Type of Use: *These systems require design my a Registered Professional Engineer Type of Water Supply: /Private Well Spring Surface Public If Public Name of Supplier: Applicant Signature: Office Use OnlyQ�p� 190 Amount Paid: Receipt #: Check #• ;� S Date: q//� December 3, 2013 Scott Skelton 1445 Lake Creek Rd RE: Final approval of septic permit OWTS-9-13-9699; Tax parcel #210507400008; Property location: 1445 Lake Creek Rd Scott: This letter is to inform you that the above-referenced septic permit has been inspected and finalized. This alteration permit was approved for additional soil treatment area designed for a 4 bedroom dwelling. Additional information about the maintenance your septic system needs as well as information about private wells 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 permit folder Energov electronic file DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us RAYMOND P. MERRY, REHS Director EBWB, Inc. P.O. Box 1741 EASBOUND Breckenridge, CO SN24 WEST60UND - (719"39-1382 `inPONn`ATn1ON5uiTM` www.eastboundwestbou d.com November 16, 2013 Observation Report and As Built Drawing Scoft and Rite Skelton 1445 Lake Creek Road Edwards, CO 81632 Reference: Colts Wastewater Treatment System Installimon Observation(s) Projed #2013064 SEIA of Section 7, Township 5 South, Range 82 West of the 6w RK Eagle County, CO On October 28, 2013 this office performed a preburial installation observation of the onsite wastewater treaMenl system (OWTS) installed at the above referenced property. The purpose of our observation, and this report, is to record observed Wramons. Note that we did not Perform a final grade observa8on. It is the responsibility of the Installer to ensure the system is property backfilled, and surface drainage directed away from the system. The proposed system was presented in our design dated October 1, 2013. The system generally consists of an existing septic tank and four 3-foot by 70-foot soil treatment areas, providing 890 an. ft. of treatment area. The system was installed by J.A. Baskins Construction. Observations, comments, and design deviations: • No effluent screen was installed at the time of our observation. However, the property has subsequently sent photos of the effluent screen (attached). • The diveder valve specified in our design was not installed • The effluent line was not complelely installed from the tank to the soil treatmentarea. • The second row of infiltrator chambers was Partially balled. Observation Rapyrt Project t2ol3 Page 2 Since the tliverter valve was not installed, the system was not Installed in accordance with the design. However, we did not observe any deviations or deficiencies that are not in compliance with the OWTS regulations. This Observation Report is not a guarantee of workmanship and/or parts and materials. Fallowing is an as -built drawing of the system, and site photo(s). If there are any questions regarding this Observation Report, please contact this office. Sincerely, EBWB, Inc. Prepared by: nndYk ei Migliorato ' Reviewed by Roger J. Shafer. Copy to: Eagle County Health Department " Attachments: (1)As-Built Drawing R v_]Y;! gj d'j" i 111I EEj hl Iy; i P- �r Observation Rep rl ProjM e2013 Paff5 12013 Eagle C ounty Government Mail - Final Letter Submittal Terri Vroman <terri.vroman@eaglecounty.us> EAGLE OOU �* Final Letter Submittal Ray Merry <ray. merry@eaglecounty. us> Tue, Nov26, 2013 at 10:04 AM To: Jennifer Migliorato <ebwbjennifer@gmail.com> Cc: #environment <environment@eaglecounty.us> Jennifer, We've received your final letter and understand that things didn't go exactly as planned and permitted with the installation. However, we gather from your letter that the most important aspects of the system design (the minimum soil treatment area, the technology used and installation techniques) were performed in such a way that the system will function properly. If not, please respond with your concerns so we can address the deficiencies accordingly with the property owner. We'll provide you with a copy of the final permit and cover letter. Thanks. [Quoted text hidden] Raymond P. Merry, REHS Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 ray. merry@eaglecounty. us `'� Thanks for not printing electronic media https:Hmail.g oog le.corrdmai I/u/0/?ui=2&i k=30478a9c52&\Aevw pt&search=i nbox&msg=142955ebl8d23330 1/1 EASTBOUND WESTBOUND Eagle County Environmental Health Attu: Ray Many P.O. Box 179 Eagle, CO 81631-0179 EastBound Westgound, Inc. P O. Box 1741 Breckenridge, CO 80424 (719)-839-1382 www.eastboundwestbound.com October 2, 2013 Reference: Onsae Wastewater Treatment System Design Project#2013064 SE 114 of Section T, Township 5 South, Range 82 West of the 60 P M. 1445 Lake Creek Road. Edwards, CO 81632 Eagle County, CO Ray, Attached please find the design documents for the above referenced property. The proposed system is presented in our repair design dated October 1, 2013. The system generally consists of an existing, 2 compartment septic tank. A soil treatment area consisting of 4 trenches 3' wide x 70' long, providing 840 sq. ft. of treatment area. The system is to serve an existing 4-bedroom house. If there are any questions regarding the accompanying design documents, please contact this once. Sincerely, Eastbound Westbound, Inc. Prepared by: '�W`���'�r���') enmifer Miglioratu Attachments: Design Sheets (3) �w flFGrS c Reviewed by: o?`-''S ya V O 7f t � ae /� iaR-13., (G Roger J. Shafe �;itig- ::::: INFILTRATOR SYSTEMS INC.QUICK4 STANDARD CHAMBER(EFFECTIVE)QUICK4 STANDARDMULTIPORT END CAPPROFILE Gracious Savior Lu rheran Church v Pry„- r� 5 Last Reswls � qn.r it (7uodee Realty USA W E1111 !lull I'd Trinity Baptis! Church �n �� ar GENERAL NOTES LOCATION MAP The locations of wells and fields shown on this site plan, and staked in the field, are not the result of a property survey, and are to be considered approximate. It is the property owner's responsibility to ensure all construction is located within the property boundaries. All separation distances are to be verified prior to excavation. Design criteria has been created based upon information submitted. If conditions differ from the information presented, this office should be contacted to verify and observe the conditions. Locate all utilities prior to construction. Contractor shall have one set of county approved plans, on the jobsite, at all times during the construction and observation period. Deviation from these plans must be approved by the engineer. All onsite wastewater treatment system construction, and any requirements not specified within this design, must meet county requirements. The contractor should have documented, and demonstrated, knowledge of the requirements and regulation of the county in which they are working. The system is designed and intended to be used only for the wastewater load specified. The owner is to assume responsibility, and be aware of the ongoing maintenance, required for an onsite wastewater treatment system. EASTBOUND WESTBOUND P.O. BOX 1741 BRECKENRIDGE, CO 80424 (719)-839-1382 ONS TE WASTEWATER TREATMENT SYSTEM SE1 /4 OF SECTION 7, TOWNSHIP 5 SOUTH RANGE 82 WEST OF THE 6TH PRINCIPAL MERDIAN EAGLE COUNTY, COLORADO SOILS INFORMATION DESIGN CRITERIA If soil conditions differ from described, this office shall be notified to observe the differing conditions and make recommendations. Existing county records indicate a 13 MPI percolation rate for the existing system. . 8' DEEP PROFILE HOLE Organic Topsoil 1.0 < Sandy loam with increasing cobbles and boulders with depth. 8.0, 1. ■■11111■1■ 11111 ■I11 IIIII!'■�Illnll ■■11111■1 11111 mill 11149011111111111 ■■11111111111 11111 ■111011I■■111111111 ■■111111111 11111 ■11511111■■1111111 ■■111111■1■Illlllu��illlllll■■111111 _ ■■111111■1■Illlllu►JI11111111■■111111 ■■111111■ 1■Illll!�il llllllll ■■111111 - ■■111111■I��:�illu■I11111111■■111111 - ■■1111' 11:��11111111■I1111111 ■ ■1111111 ■■111111■1■111111n■I11111111 ■111111 � r PROJECT: 2013064 - OWTS REPAIR DESIGN LOCATION: 1445 LAKE CREEK ROAD EDWARDS, CO. 81632 CLIENT: SCOTT AND RITA SKELTON TITLE: DESIGN CRITERIA DATE: 10/01 /2013 SCALE: NONE The system is designed to serve a 4 bedroom single family residence. Flows: 4bedrooms x 2persons x 75 GPD = 600 GPD (Average Flow) Q = 600 GPD x 1.5 peak = 900 (Design Flow) Septic Tank Requirements: Existing septic tank(s) subject to size and integrity verification by others. Install an Orenco effluent filter model number FTW-0444-36A on the outlet of the existing septic tank. Soil treatment area: The soil treatment area has been calculated based upon the soil analysis and the design flows: A = Q/LTAR X 50% chamber dosing reduction A = 900/0.72 x 0.50 A = 625 sq. ft. #of Chambers: A/Quick 4 Standard trench sizing rate # of Chambers = 625 sq. ft./10 = 62.5 Chambers We propose four trenches 3' x 70' (16 infiltrator chambers each trench). OBSERVATION REQUIREMENTS This office is to observe the installation of the system. An observation should be performed prior to backfill, after all components are installed. 48 hour notice is required to schedule the observation. WATER SUPPLY REQUIREMENTS The residence will be served by an existing well located greater than 100 feet from the soil treatment area. A well location has been depicted on the accompanying sketch. INDEX OF DRAWINGS SHEET NO. TITLE 1. Design Criteria 2. Site Plan 3. Soil Treatment Are, o�p,D D L l�F J. syq SHEET: �� '•`a 1 /3 .: 29008 �0T��� �SS�ONAL ECG\