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HomeMy WebLinkAbout318 Knight Rd - 246701301006EAGLE C . ( DEPARTMENT OF ENVIRONM Box 81 1 6th & Broadway PERMIT MUST BE POSTED ON PROPERTY Eagle, Colorado 81631 Owner Donald and Carol Veitch System Location Licensed Contractor .HEALTH CALL FOR FINAL INSPECTION PERMIT NU 313 (this does not constitute • a building or use permit) Lot 5, Seven Castles Estates Subdivision Same as Owner * Conditional Construction approval is hereby granted fora 1 .250 gallon XX Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Perc rate 1 inches in 10 minutes 600 sq. ft. absorption area per bedroom 290 # of bedrooms 3 x 200 sq. ft. minimum requirement May we suggest 600 sq. ft. of drainage field. OPTT'ONAL 6x6X6 DRY -WELL Fcil J Date 21 September 1978 Inspector Erik W. Edeen FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved dpprior �to-covering any part. �t Sept ank cleanout to within 12" of final grade or aerated access ports above grade. Pr materials and assembly. Ad ate absorption (or dispersal) area. quate compliance with permit requirements. Adequate compliance with County and State regulations/requirements. r Date "!� K -7 � Inspector C RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE * CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614, CRS 1973 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 structures not approved by the building and Zoning office shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications con- tained in the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in jail or both. EAGLE COW,. Y DEPARTMENT OF ENVIRONMEN/% Box 811 6th & Broadway Eagle, Colorado 81631 PERMIT ` -f Owner System Location Licensed Contractor * Conditional Construction approval is hereby granted for a , , 2 5 0 gallon Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Perc rate inches in absorption area per bedroom minutes 6 0 sq, ft. # of bedrooms x sq. ft. minimum requirement May we suggest Date Inspector HEALTH (this does not constitute a building or use permit) Cri FINAL 6X'6XF. FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to covering any part. Septic Tank cleanout to within 12" of final grade or aerated access ports above grade. Proper materials and assembly. Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. Adequate compliance with County and State regulations/requirements. Date Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614, CRS 1973 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 structures not approved by the building and Zoning office shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications con- tained in the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in jail or hnth_ EAGLr; c..,UPlITY ENT VI.',O;i,btI,INTAL IILAL..i ��� . �G „S T ROUTE FORK( c71AO)q NAME ite Reie-red Permit Number LOCATI ON 'lease review the attached application and return it and this completed form tc 'h© Environmental Health Office ,s,ithin G working clays. 'LANirING: File No. Yes No Complies with: M Subdivision Regulations Zoning .Regulations Recommend Approval omments: RUNTY ENGINEER: Roads Grading Drainabe Recommend Approval )mments: GILDING DITARTAtE,T: Set backs her 11I11 C: 11 t S : Site Access i Recoimiwi)d Approval _ Reviewed by. Date 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. ALTERATION PERMIT NO. 1751-98 BP NO. 11724 OWNER: ROBERT AND KATHY JOHNSON PHONE: 970-927-3213 MAILING ADDRESS: 0318 KNIGHT RD., BASALT, CO 81621 APPLICANT: BOB NELSON, NEWS, LTD. PHONE: 970-923-3289 SYSTEM LOCATION: 0318 KNIGHT RD., BASALT, CO TAX PARCEL NO. 2467-013-01-006 LICENSED INSTALLER: BRAEBURN BUILDERS, DOUG BOYLES LICENSE NO. 28-98 PHONE: 970-963-0074 DESIGN ENGINEER: PHONE NO. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1038 SQUARE FEET OF TRENCH ABSORPTION AREA VIA 33 INFILTRATOR UNITS AS REQUESTED BY INSTALLER. SPECIAL REQUIREMENTS: INSTALL IN SERIAL DISTRIBUTION IN TRENCHES WITH INSPECTION PORTS IN EACH TRENCH. IF THERE IS NOT A CLEANOUT BETWEEN THE TANK AND THE HOUSE INSTALL ONE THERE AS WELL. TIE INTO THE EXISTING BED SO THAT THE OVER- FLOW WILL SPILL INTO THE NEW AREA BEING ADDED. CALL THE ENVIRONMENTAL HEALTH OFFICE FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION. ENVIRONMENTAL HEALTH APPROVAL: DATE: MARCH 2. 1998 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: 1038 SQUARE FEET (VIA 33 INFTLTRATOR 1TNTTS ) INSTALLED FX T R T T N G TANK: 12 9 n GALLONS IS LOCATED DEGREES AND FEET FROM THIS SYSTEM HAS NO CLEANOUT BETWEEN THE TANK AND THE wm-,F., T)TTF To rT.nRF.NF.RR nF TANK COMMENTS: DEPTH OF FTELD VF.RTFTF.D BY RTTTT.T)TNG TNRPF.CTnR nN rn TNSPFrTTnX 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 APPROVAL DATE: MAY 19, 1999 02/ 20/1992 10: 22 970-923-2766 BOB dEL9OP•1, ! lEW9, LTL1 F'A,3c-' F_i2 Incomplete Application Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # _ 1 1 ,,� /- Z P Building Permit # r17a _ APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL PERMIT ENVIRONMENTAL (-)r'r'1CL - KAGLE COUNTY P. 0, BOX 179 EAGLE, CC 81631 328-8755/927-3823 (Basalt) *,hk�r*�4�r;k kAnk�1r*�k-lr*,tir#�M�c�ir�,t�k�k�t * PERMIT APPLICATIQN FEE $150.00 PERCOLATION TEST FEE $200.00 ,k * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" rE PROPERTY OWNER: Robert and Kathy Johnsor: MAILING ADDRESS:0318 Knight Road. - Basalt, CO 81621 PHONE:927-3213 APPLICANT/CONTACT PERSON:Bob Nelson, NEWS, Ltd. PHONE: 923-3289 LICENSED SYSTEMS CONTRACTOR: Doug Boyles, Braeburn Bldg PHONE: 963-0074 FAIC�TNF.F,RTNt; C(rMAAT.ty/IIRA� Not a licabla ADDRESS: tr,k I -h A yk lc r�-hoc# it -�7* PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION (X) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL, SYSTEM: Legal Description: Lot 5, Seven Castles Sudivision Tax Parcel Number: ' -Q 3-01- 00'�7L cat Size: t1.3'73 acres Physical Address: 0318 Knight Road BUILDING TYPE (Check Applicable Category) (X) Residential/Single Family Number of Bedrooms 4 a -'ter addition; Residential/Multi-Family* Nl1T&)e:r of Bedrooms ( ) Commercial/Industrial* Type -- 'HYPE OF WATER. SUPPLY: (Check applicable category) {X) Well ( ) Spring ( ) Surface {) Public Name of Supplier: *These systems requira d s'gn by a Registered Prnfessi,Dnal Engineer SIGNATURE: E: A/1Z DATE: 02/19/98 SIC ��� ........ - AMOUNT PAID: ISb �'' RECEIPT #:� DATE CHECK #: CASHIER Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO DATE: March 2, 1998 TO: Braeburn Builders FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Permit No. 1751-98, Tax Parcel #2467-013-01-006. Property Location: 0318 Knight Rd., Basalt, CO., Johnson residence. Enclosed is your ISDS Permit No. 1751-98. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection. Also, please note any special conditions which may have been placed on the permit. If all items are not completed, a reinspection fee of $42.50 must be paid before a reinspection is made. Please call our office well in advance to allow for scheduling of final inspection. Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Enclosure: ISDS Final Inspection Completeness Form Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY. COLORADO May 19, 1999 Robert and Kathy Johnson 0318 Knight Rd. Basalt, CO 81621 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1751-98, Tax Parcel #2467-013-01-006. Property location: 0318 Kight Rd., Basalt, CO. Dear Mr. & Mrs. Johnson: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Informational Brochure Final ISDS Permit cc: files EAGLE C . ( DEPARTMENT OF ENVIRONM Box 81 1 6th & Broadway PERMIT MUST BE POSTED ON PROPERTY Eagle, Colorado 81631 Owner Donald and Carol Veitch System Location Licensed Contractor .HEALTH CALL FOR FINAL INSPECTION PERMIT NU 313 (this does not constitute • a building or use permit) Lot 5, Seven Castles Estates Subdivision Same as Owner * Conditional Construction approval is hereby granted fora 1 .250 gallon XX Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Perc rate 1 inches in 10 minutes 600 sq. ft. absorption area per bedroom 290 # of bedrooms 3 x 200 sq. ft. minimum requirement May we suggest 600 sq. ft. of drainage field. OPTT'ONAL 6x6X6 DRY -WELL Fcil J Date 21 September 1978 Inspector Erik W. Edeen FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved dpprior �to-covering any part. �t Sept ank cleanout to within 12" of final grade or aerated access ports above grade. Pr materials and assembly. Ad ate absorption (or dispersal) area. quate compliance with permit requirements. Adequate compliance with County and State regulations/requirements. r Date "!� K -7 � Inspector C RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE * CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614, CRS 1973 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 structures not approved by the building and Zoning office shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications con- tained in the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in jail or both. EAGLE COW,. Y DEPARTMENT OF ENVIRONMEN/% Box 811 6th & Broadway Eagle, Colorado 81631 PERMIT ` -f Owner System Location Licensed Contractor * Conditional Construction approval is hereby granted for a , , 2 5 0 gallon Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Perc rate inches in absorption area per bedroom minutes 6 0 sq, ft. # of bedrooms x sq. ft. minimum requirement May we suggest Date Inspector HEALTH (this does not constitute a building or use permit) Cri FINAL 6X'6XF. FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to covering any part. Septic Tank cleanout to within 12" of final grade or aerated access ports above grade. Proper materials and assembly. Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. Adequate compliance with County and State regulations/requirements. Date Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614, CRS 1973 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 structures not approved by the building and Zoning office shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications con- tained in the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in jail or hnth_ EAGLr; c..,UPlITY ENT VI.',O;i,btI,INTAL IILAL..i ��� . �G „S T ROUTE FORK( c71AO)q NAME ite Reie-red Permit Number LOCATI ON 'lease review the attached application and return it and this completed form tc 'h© Environmental Health Office ,s,ithin G working clays. 'LANirING: File No. Yes No Complies with: M Subdivision Regulations Zoning .Regulations Recommend Approval omments: RUNTY ENGINEER: Roads Grading Drainabe Recommend Approval )mments: GILDING DITARTAtE,T: Set backs her 11I11 C: 11 t S : Site Access i Recoimiwi)d Approval _ Reviewed by. Date • ENVIRONMENTAL HEALTH P.O. BOX 811 PERMIT NO. EAGLE, COLORADO 81631 PERMIT FEE $25.00 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT NQ 570 O Name of Owner. T) a Af ^tC,{ �!/�7I ' Vo- 1 i C-4 Phone: L) �l �_3.,5�%� 1 Address of Owner: P 0 60 '"So 65POA114 C(I V � / J Is facility within boundaries of a city/town or sanitation district? JVQ Distance to nearest sewer system: 0"4A,0141Aj Location of Proposed System: Legal Discription: Lof—-5 I xrr-A/ e A-54t y Fs4- I S SubowlSioy Type of Structure: Single Family Dwelling (' Other: No. Bedrooms-1 Nat. 3 Frt2r- Water Supply: Private Well (�) Location: NoRLN OFPAP-oN-f Distance From leach field: _3©0,01-F/¢�T Size of Lot: /. JS 4CI f-S Public Water Supply: - a /> / An appropriate plat plan must accompany site inspection for this application showing required information. (See attached sheet.) The individual sewage disposal system will be constructed and installed in accordance with the regulations governing individual sewage systems within Eagle County, and shall comply with House Bill 1553 CRS 66-14, 1973. Payment shall be made to the Eagle County Treasurer. Permit, upon approval of this application, may be obtained at the Eagle County sanitarian's office. Appointment for final inspection must be made prior to construction by contacting the inspecting sanitarian. [Phone 328-7718 between 8:30 and 9:00 AM.] Refer to permit number. No approval will be given on any system without final inspection. Name, address, and telephone of person responsible for design of system: x l � )un!o,i/C //1 The undersigned acknowledges that the above information is true and that false information will invalidate the application or subsequent permit. Q ff SIGNATURE OF APPLICANT: Date:�� 4 (This application becomes invalid 6 months from above date.) HEALTH DEPARTMENT USE ONLY Percolation Information: Permit No. Tank Capacity: / S.S-O gal. (minimum) Fee R e c e i p Absorption Area:. Sq. ft. (minimum) File: �a Pd REMARKS: APPLICATION IS: APPROVED ( ) DENIED The above individual sewage disposal system was installed by AND HAS BEEN INSPECTED AND APPROVED BY A REPRESENTATIVE OF THE EAGLE COUNTY HEALTH DEPT. Date: Sanitarian: 1 ENVIRONMENTAL HEALTH P.O. BOX 811 PERMIT NO. EAGLE, COLORADO 81631 PERMIT FEE $25.00 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT � `'"` Name of Owner. '' ' ' "� - Phone: rAddress of Owner::�..� Af Is facility within boundaries of a city/town or sanitation district? Distance to nearest sewer system: ° '/". 1 Location of Proposed System: I cnni ricrriniinn• L(,1 - Type of Structure: Single Family Dwelling Other: No. Bedrooms Water Supply: Private Well ( `) Location: �� " "� 'p'' ° `' `'`' ' ' Distance From leach field: 300 { J7 Size of Lot: S' Public Water Supply: An appropriate plat plan must accompany site inspection for this- application showing required information. (See attached sheet.) The individual sewage disposal system will be constructed and installed in accordance with the regulations governing individual sewage systems within Eagle County, and shall comply with House Bill 1553 CRS 66-14, 1973. Payment shall be made to the Eagle County Treasurer. Permit, upon approval of this application, may be obtained at the Eagle County sanitarian's office. Appointment for final inspection must be made prior to construction by contacting the inspecting sanitarian. [Phone 328-7718 between 8:30 and 9:00 AM.] Refer to permit number. No approval will be given on any system without final inspection. Name, address, and telephone of person responsible for design of system: The undersigned acknowledges that the above information is true and that false information will invalidate the application or subsequent permit. SIGNATURE OF APPLICANT: Date: (This application becomes invalid 6 months from above date.) HEALTH DEPARTMENT USE ONLY Percolation Information: Permit No. Tank Capacity: gal. (minimum) Fee Receipt: Absorption Area:. Sq. ft. (minimum) File: REMARKS: APPLICATION IS: APPROVED ( ) DENIED ( ) The above individual sewage disposal system was installed by AND HAS BEEN INSPECTED AND APPROVED BY A REPRESENTATIVE OF THE EAGLE COUNTY HEALTH DEPT. Date: Sanitarian: . • I n .. •.+ I . n 1 . 1l AO I p l) l i c t )_ o tl \�O—. �_ • ___ �� ( ).' I 1 i ). � i\ C) . QYrue� <C✓,/t i s Lt3.•.I DCSCl'X pj IO17. Ty p c Of Thlell:inC> NO. Of 131 '(iroo iI.`.-i: Date of Test: �'''� ))cl"ltJl of Doles: Loci-.ta.on of 'Test Holcs: Sd , a s �CCf�� G•� . Test. hole xt'a.s na:eso'-%ed fxom: To: • '}`zltic D:: to '� ule D,:tt� TZ TIME J`(kk VI' JER D.-) rF1 � r"o,�- rnTE .3bL- 1 3 z ,�-- yam- , �� � ------- }.jez•CO�.ii.tJ.OR lZR�;C': / � .. iiJ�i}.. .. o Site ll,ls bcon test ci fox t•cID•co latzo,1. z•2 tee• 1tie 1,Cco:n111cII :- lR0VJIL DZSIJ'k'}i0� nJ:� DtTT• �Eri 1';• i..cic can, �Z,.i�.a, • }:nv�.�•c�:1Ul(.'.iti.r,l: JJu::}.t:h � . cl C 500 BUILDING DIVISION P. O. BOX 179 PHONE: 328-6339 DATE JOB NAME TIME RECEIVED__ AM PM CAL L(R BUILDING FOOTING FOUNDATION FRAMING FINAL PARTIAL LOCATION: ❑ OTHER MON COMMENTS: INSPECTION _ REQUEST EAGLE COUNTY 1 f A COVER PLUM BIRG MECHANICAL INSULATION ROUGH VENTILATION SHEETROCK STANDPIPE HEATING VENEER FINAL W D C s HOODS ROOF PARTIAL PARTIAL PARTIAL LOCATION: LOCATION 0% .�/o LOCATION: ` PARTIAL. READY FOR INSPECTION TUE WED THUR L—+OKPPR0VED ❑DISAPPROVED ❑ UPON THE FOLLOWING COF}WONS: LOCATION FRI ELECTRICAL TEMPORARY ROUGH FINAL SMOKE DETECTOR PARTIAL LOCATION: M PM ❑ R E I NSPECT . r _ � L/, V DATE INSPECTOR f 9AGLE COUNTY BUILDING DIVISION P.O. Box 179 Phone:328-8730 DATE: f� INSPEC ION REQUEST TIME ❑ AM RECEIVED: ❑ PM BUILDING PERMIT NO. JOB r✓ ISDS Permit # / -/s(, r f Date Za M TSDS Final Ins2ection Completeness Form Tank is IG9SD gal. Tank Material /iGl�G��i- Cis 7� Tank is located Li %ft. and degrees from N C �he�- (permanent landmark) Tank is located ft. and degrees from (permanent landmark) V_ Tank set level. Tank lids within 8" of finished grade. Size of field ft7 33 units lineal ft. Technology ; nE� r S y Cleanout s installed in between tank and house(+ 1/100ft). There is a 'IT" 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. Depth of field ft. W"((?0d2 ry S I f, 5-1l-�199 Ok''d ins 6,,�6 J4viar.. Soil interface raked. _�,� Inspection portals at the end of each trench. Sit-/P 9 0 d Gx% je � Proper distance to setbacks. .SP�p�YGti OYt V Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks removed from trenches, etc.) Type of pipe used for building sewer line leach field Other 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 Tank 50 10 5 10 50 25 10 10 W-fLL- 'b 15 ��Ce INt-i! �✓ 1 tv&�m- f xdq /Zee/ �- �.ra�►�nS : - �bU ci��tgv� �1� �"Go9 # mh 1 4- ap Isle t n(K �i W,�A 6a so 4,t.,k W�N L�A 02/2011998 10:22 970-923-2766 SOS NELSON, NEWS, LTD PAGE 03 Nelson Environmental & WastewgW Sulu! ons, LtA E W s February 19, 1998 Mr. Doug Boyles Braebum Builders, Ltd. 1 l 97 Main St. Carbondale, Colorado 81623 RE' Septic System Considerations for the Johnson Residence Addition located on Lot 5, Sever. Castles Subdivision, Eagle County, Colorado, Dear Doug, As requested, Nelson Environmental and Wastewater Solutions, Ltd., performed a soils study and percolation tests to evaluate the referenced site for an additional septic system for the proposed house remodel and addition. We conducted this study in accordance with Section 4.05 of the Eagle County Individual Sewa a Disposal System Regulation, We have based our recommendations on the subsurface conditions encountered. Please furnish this letter to the Eagle County Environmental Health Department at our earliest opportunity in order for you to obtain a permit to reconstruct this individual sewage system. Existing and Proposed Construction and Building Site: The building tot is in the Seven Castles Subdivision, and is approximately 1.38 acres in size. As we understand, the existing residence is a three bedroom and two bathroom house. An addition is planned to expand the house to four bedrooms.. We believe that the original house was constructed in the late 1970's. The existing septic system, built at the time of the original construction, consisted of a 1250-gallon, two -chamber concrete septic tank and a seepage bed, approximately 12 feet wide and 5 5 feet in length (a total bed absorption area of 660 square feet). kn inspection of the sewage disposal system indicated that the existing septic tank and seepage bed system was functionin roperly and remained___ serviceable. However, the existing concrete septic tank was located close' I a subsequent addition foundation. This area appears to be a slab on grade construction and should not be impacted by the existing septic tank location. Portions of the existing bed were carefully exposed and the gravel was clean and drv. The house site is located in a meadow with topography sloping at a 15% grade to the South toward Frying Pan road and the Prying Pan Rivet'. Typical of developed lots in this area, the vegetation pattern of grasses and weeds covered the property. There is an area of fill downhill of the residence along the west property line. Water to the residence is supplied from a shared well, located on the lot for the hous above his property. This well is located a sufficient distance from obvious sources of contamination, suc as this proposed septic system location. PO. Box 6961 Snowmass Village, CO 81615 Office (970) 923.3289 Home & Fax (970) 923.2766 02i 20f 1998 10: 22 970-923-276G BOB NE! SDN, NEWS, LTD PAGE 04 Johnson Residence Soils Investigation and Percolation Tests Lot 5, Seven Castles February 19, 1998 Page 2 Subsurface Conditions: A soil profile was dug previously in conjunction with the initial house construction, This excavation apparently revealed that there was no groundwater apparent or bedrock present within eight feet of the surface of the ground. The soils on the lot consisted of a surface layer of reddish brown fined loam aboui(Dtches thick. Below that, the subsoil was a red fine sandy loam of unt orm consistency, The subsurface soil conditions were evaluated with the standard percolation test procedures at the approximate location shown on Figure 1, .After excavatin��1-1IM-Ugh the shallow frost line, the test holes were excavated at the bottom of shallow, four-foot(�c - phand. Before the test, the sidewalls were scraped and gravel was placed ir< the test holes to prevent scouring the soils off the sidewalls of the percolation test holes when watet was added. Percolation Testintz: Percolation testing was performed in the proposed absorption area South of the existing seepage bed and residence. This testing was performed in the three shallow holes excavated to a total depth of between fifty four and sixty inches. An initial filling of the percolation test holes was done by adding approximately 10 gallons of water to each hole the evening before the percolation test was actually conducted, The percolation holes were then further pre-soaked by adding water to refill the test holes to a depth of fourteen inches three times during a four hour period before beginning the percolation test measurements. The results of the percolation testing are presented in Table I. These results indicate the sandy loath soil has an average percolation rate of 13 minutes per inch, a satisfactory percolation rate under Eagle County criteria. Minimum Ea le ,County Requirements, The percolation rates in the sandy subsoils were measured at 13 minutes per inch at a depth of 4 112 feet. It is our interpretation that the minimum Eagle County requirements for this installation will be based on an average wastewater flow of 600 gallons per day, once the addition is finished. A peak flow of 900 gallons per day has been used for calculating absorption area requirements. This flow would 9 22! 20 i 1338 10: 22 370-923-2 7 66 BOB NELSON, NEWS, LTD P4GE 05 Johnson Residence Soils Investigation and Percolation Tests Lot 5, Seven Castles February 19, 1998 Page 3 require a septic tank of 1250 gallons minimum volume, and a minimum of 1040 square feet of seepage bed absorption area, as we anticipate will be specified in the individual sewage disposal system permit. Recommended Can -site Wastewater Disposal Alternatives: Under the regulations, the onsite sewage disposal system would need to be sized and built to treat an average flow of domestic wastewater of 600 gallons per day. A septic tank with a minimum volume of 1250 gallons is required and the existing tank, already in place meets this requirement. Possible alternatives to address the sizing and configuration of the absorption area follow the Eagle County Regulations, Therefore, the suggested layout incorporates suggestions for an additional seepage bed. The original and existing absorption area was a seepage bed located as shown on the attached site development plan. This seepage bed excavation is most likely constructed of standard gravels and PVC distribution pipe, During this investigation, it was determined that the seepage bed was dry and had no standing water ponded, Using the percolation rate and soils information and applying the above criteria and the sizing formula established in the regulations, it is our opinion that seepage bed construction can be used to provide the supplemental minimum absorption area of 400 square feet. The additional absorption area to be provided requires a bed excavated to a surface dimension of 10 feet wide and 40 feet long with six inches of gravel placed below the inlet distribution pipes. Such an excavation provides an effective sidewall and bottom absorption area to the minimum required under regulation. This excavation can be located in an open area of the site below the existing seepage bed, and conform to all sizing criteria and minimum setback requirements. The system would use gravity flow to the distribution line networks. --> i -------------- is desirable to use a new distribution box to equalize the flow to each of the abso tion be s. he distribution box is placed between the septic tank and the 6dsting and new seepage bed proposed. The beds would be connected by three outlets, two to the existing bed and one connected to the new bed. A piece of solid PVC pipe would deliver the sewage flow to each absorption area. This arrangement will achieve a split of the effluent flow so that 2/3 of the wastewater is directed to the existing bed and 1/3 flows to the newly constructed seepage bed below. In addition a serial distribution drop box should be installed in the distribution network of the existing bed to connect and divert any excess flow to the smaller new seepage bed. Limitations- This report has been prepared according to generally accepted practices in this area for use for sewage disposal design purposes. The conclusions and recommendations submitted in this report are based upon data obtained from our site visits at the location indicated. There is some „R2/20/1996 17: 22 970-923-2766 BOB NELSON, NEWS, BTU SAGE 06 Johnson Residence Soils Investigation and Percolation Tests Lot 5, Seven Castles February 19, 1998 Page 4 possibility that the nature and extent of variations in the subsurface soils across the site may not have been evident at the time of this investigation, and may treed additional evaluation, if further excavation reveals conditions different from those described. This office should be advised of any unusual situations as soon as possible so that we may reevaluate our recommendations. We hope that this investigation is sufficient for your needs. .If you have any further questions regarding this letter or if we may provide additional assistance, please call. Sincerely, Robert F. Nelsons, KE.I`T.S. President ll A-2l20;-` 1999 10: 22 970-929-276G E'OE HEL SON, NE!43, LTG PAGE 07 vw4grq � 4- 1 jr,4� FIGURE I JOHNSON R S iDENCE 0318 Kn ight,Road VOW Line �[�( r "Wed wd vm house nova) ' /sn -71 a•nvw z.wrr rtew. i i 30 12M *opk Ny4 � a r, 7 ----------- I ------ -- ------------------------------ -- _ r Scale. 1 " = 30' Exhs6ng Septic System Conditions and &!to Plan 02/2s=1/1998 10:22 970-923-27G6 BOB NELSDN, NEWS,! TD SAGE 03 Nelson EnyirojtsnenW & Wastewater Sojutiy!a Lta E w S TABLE I PERCOLATION TEST USULT FORM Hole No. Hole Depth (in.) Length of Interval (Minutes) Depth at Start of Interval (Inches) Depth at End of Interval (Inches) Drop in Water Level (Inches) Average Percolation Rate(hiin./Inch) 1 55 10 8 5!8 7 1/2 1 1/8 10 71/2 613!16 11116 10 613/16 61/16 3/4 10 6 1/16 5 3/8 11/16 10 5 3/8 4 3/4 5/8, 1A A 7%I A IAM eIn 1Z 2 571/2 10 121/4 111/8 11/8 10 11 1/8 9 15/16 13116 10 915/16 91/8 13/16 10 9 1 /8 8 1 /4 7/ 8 10 8 1/4 7 7/16 13/16 10 7 7/10 6 5/8 13116 12 3 53 I0 71/4 61/16 13/16 10 61/16 51/8 15/16 10 5 1/8 4 3/8 3/4 10 4 3/8 3 1/4 3/4 10 31/4 21/2 3/4 13 Johnson Property Lot 5} Seven Castles Subdivision Date of Percolation Test: 02/12/98 P.O. 'Box 6961 Snowmass Village, CO 81,61.5 Office (970) 923.3289 Horne & fax (970) 923.2766 02126/1998 10:22 970-923-2766 SDE HEi SOI'i, wEWS,LTD PAGE 09 Nelson Environmental & Wastewater Solutions, Ltd E Property Address: 0318 Kn& Road S Legal Description: Lot 5 Seven Castles Subdivision, Property Owner: Name Wand Mrs. Bob Johnson Address 0318 Knight Road Basalt,, Q 81621 Local Phone (970) 927-3213 Contractor: Excavating Contractor: Name Braeburn Builders, Ltd. Name Contractor Saturation and Swelling o Smeared surfaces removed? X Yes a Gravel Added? X Yes To —a 2" Depth o Date and Time presoak water added 02/11/98 .cc 3:45 n.m o Amount of presoak water added 10 gallons per test hole on 2/11/99 20 gallons in test holes on 2/12/98 a Water remaining in holes after overnight presoak periods? Hole 1: Yes X No Hole 2: Yes X No Hole 3- Yes X No Percolation Rate Measurement Hotel: 16 minutes/inch 1I01e 2; 12 minutes/inch Hole 3' 13 minutes/inch AVERAGE 13 minutes6nch Groundwater; o Not Encountered to 8 ft.in previous profile o Estimated depth to high seasottal water if not encountered- 120 feet c Is area believed to be subject to seasonal ,fluctuations which could result in a seasonal water table" _ Yes X No Slope In absorption area 150/0 to South Southwest Bedrock o Not Bticountered at 8 A. 0 Estimated depth if not cneountcrcd->60 feet o Type of bedrock: Sandstotte X Fractured Weathered o Is bedrock believed to be permeable? Yes X No I certify that the above information is correct and complete to the best of n'ty knowledge and that all tests were performed in accordance with the provisions ofthe Eagle County Individual Sewage Disncxal System RWla6cn. Robert E. Nelson President PO. Box 6961 Srlowmass Village, CO 81615 Office (970) 923.3289 Home & )Fax (970) 923*2766 Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO June 13, 1997 Bob Johnson 318 Knight Road Basalt, CO 81621 Re: ISDS permit #313 Dear Mr. Johnson, Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 I have research the existing individual sewage disposal system located at 318 Knight Road in the Seven Castles Subdivision. I have enclosed a copy of the original permit and site plan issued to Donald and Carol Veitch in 1978. The file indicates that there is a 1250 gallon tank installed, this would be adequate for a four bedroom residence provided that it is two compartments, water tight and in good working condition. The permit also indicates that a 6' x 6' x 6' dry well for the laundry facilities and a 50' x 12' absorption bed was installed. The current residence is three bedrooms which results in a loading rate of 1.46 g/sf/day. If an additional bedroom is proposed the absorption area would need to be increased. Additional soils investigation would be needed in order to determine the exact amount of area needed. If you have any additional questions please contact our office at (970) 328-8755. Sincerely, Missie Trujillo Environmental Health Specialist enc Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO cc: file 9313 chrono file (electronic) Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 AS,(S 1; - �