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Home My WebLink About1116 Bruce Creek Rd - 210925200016y EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PLEASE CALL FOR FINAL P. 0. Box 850 - 550 Broadway PERMIT MUST BE POSTED INSPECTION BEFORE COVERING Eagle, Colorado 81631 AT INSTALLATION SITE ANY PORTION OF INSTALLED SYSTEM 328-7311 or 949-5257 or 927-3823 PERMIT NO. N.- 5 1 2 OWNER: Harold Feder ADDRESS: 718 17th Street, Denver, CO SYSTEM LOCATION: Portion of Tract 77, Section 24 and 25, Township 5 South, Range 84 West LICENSED INSTALLER: Owner/agent-installed LICENSE NUMBER: **CONDITIONAL INSTALLATION APPROVAL is hereby granted for the following: MINIMUM REQUIREMENTS: l,000 gallon septic tank or aerated treatment unit. Absorption area or dispersal area computed as follows: PERCOLATION RATE: 1 inch in oe- ® minutes. Absorption Area per Bedroom sq. ft. No. of Bedrooms x sq. ft. minimum requirement per bedroom total sq. ft. minimum requirement. SPECIAL REQUIREMENTS: This system has been xixii engineer -designed by KKBNA, Inc. The design of a 1,000 gallon two -compartment tank with three trenches 1001x2' must be 1!ollowed. TIE THE TRENCHES TOGETHER AT EACH END. _,� �..�i� DATE: 6-11-81 INSPECTOR: _,,Erik W. Edeen **CONDITIONS: 1. All installation must comply.with all requirements of the County Individual Sewage Disposal System Regulations, adopted pursuant to authority granted in 25-10-104, C.R.S. 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 building and zoning departments 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, 3.21 requires any person who constructs, alters, or installs an individual sewage disposal system to be licensed according to the Regulations. FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Eagle County Individual Sewage Disposal System Regulations until the installed system is approved prior to covering any part. e-�-b-e-sk-s 3(X /00/ Installed Absorption or Dispersal Area: sq. ft. 4 - A ?5 &I Installed Septic Tank: /Z-,Sz- 0 gallons. Design Engineer of System: M ilee. Installer of System: L,?L2 �E'u�- Phone: _ Septic tank cleanout to within 12" of final -grade or aerated access ports above grade? Yes No Proper materials and assembly? Yes P y Compliance with permit requirements? Yes No Compliance with County/State regulations requirements? Yes No COMMENTS: (Any item checked "No" requires correction before final approval of system is made. Arrange afi�re-inspectio nwhen work is completed.) DATE: C---1 �2-----7' � INSPECTOR: RE -INSPECTION DATE- TNSPECTOR- rLLh3C MCI UMH Imi3 rUKIIUiV NJIn TUUK Jlit FLAN ANU rtt5 P328-731,1 949-5257 927-3823 ENVIRONMENTAL HEALTH BOX 850 EAGLE, COLORADO 81631 PERMIT FEE _ $75 PERCOLATION TEST FEE = $50 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT NO. NAME OF 014NER: ADDRESS: fa PHONE: NAME OF APPLICANT (IF DIFFERENT FROM OWNER): ADDRESS:�� / ZOPHONE:_ DESIGN ENGINEER OF SYSTEM (IF APPL.ICABLE): ADDRESS: PHONE: PERSON RESPOPJSIBLE FOR INSTALLATION OF SYSTEM: a ADDRESS: _PHONE:'Zq%; PERMIT APPLICATION IS FOR: (Y)**' New Installation ( ) Alteration ( ) Repair LOCr'1TION OF PROPOSED FACILITY: County% j� Lot Size City or Town, if within City or Town Limits LEGAL DESCRIPTION: STREET (RURAL) ADDRESS: IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY? ( Yes ( ) No BUILDINGOR SERVICE TYPE: (Check applicable category) (►�,/') Residential - Single-family dwelling ( ) Residential - Duplex ( ) Commercial - State usage # Persons j„ WASTE TYPES: (Check all applicable) ( ) Commercial or Institutional ( ) Non -domestic wastes ( ) Other - -- - - - Residential - Triplex Residential - Quadplex # Bedrooms ( Dwelling ( ) Transient Use ( ) Garbage Grinder ( v-r Dishwasher ( ,/Automatic flasher SOURCE AND TYPE OF WATER SUPPLY: (iel� Well ( ) Spring ( ) Creek or Stream Give depth of all wells within 200 feet of the system: djk If supplied by community water, give name of supplier: Ar• TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ( Septic Tank ( ) Aeration Plant ( ) Chemical Toilet ( ) Vault Privy ( ) Composting Toilet ( ) Recycling, Potable Use ( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, Other Use ( ) Greywater ( ) Other WILL EFFLUENT BE DISCHARGED DIRECTLY INTO HATERS OF THE STATE? ( ) Yes ( Gr No Signature ij�'/J Date INFORMATION BELOW TO BE FILLED OUT BY ENVIROfIMENTAL HEALTH OFFICER � �lb h 2 GROUND CONDITIONS: Percent Ground Slope: �� U G /0 0 Depth to Bedrock (per 8' Profile Hole): Depth to Groundwater Table: SOIL PERCOLATION TEST RESULTS: Minutes per inch in Hole No. 1 Minutes per inch in Hole No. ez_w a." f ��L � � �� ' fli nutes per inch i n Hole No. 3 FINAL DISPOSAL BY: ( ) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Above Ground Dispersal ( ) Sand Filter ( ) Underground Dispersal ( ) !Wastewater Pond ( ) Other c- Gj 2� i+a1VLL VV U1� t 1 L1� \' 11`.V 1\1 •...,111C1L 11LC1L 111 ROUTE FORM NAME )ATE REFERRED LOCATION J1PPL CATION N0. 71 'lease review the attached application and return it and this completed form --o the Environmental Health Office. �LAMUNG Complies with: Yes Subdivision Regulations) Zo ing Regulations Recommend Approval :omments: 3L'ILDING Set Backs Site Other Recommend Approval ,omments: .NGTNEER: (not always necessary) _ Roads Grading Drainage Recommend Approval o-,iments : p N Reviewed By Date [ENOLE COUNTY memorandum To: Subject: #512 Ray Wilber Water Test of Harold Feder Well (ISDS Permi,4-A From: File No.: Date; Jo Ann Deighan, Asst. Env. Hlth. Ofc �19iu�nel9�81 Attached is the copy of the bacteriological water sample test results for the Harold Fed,er.: property, as you requested. Ray Wilber Rhine.Enterprises 3386 Alkire Way Golden, Colorado 80401 J W J� O W La Cc �C� _' 0 La 0 `V � ®j� �Q a i� 0Wa� cc cc �a 4c w , �� C� ® � O OC j ta. p- 0 c� m '0 s Y in c c . ID J � o o 0 0 IL �. .. OC F p o o o 0 °o m cc ° W CL "> > 0. > 9c a 0 � W CE r H cc q c O 0 or w tL 0. dz J F- J aW r CC W �Q V Q c� Lai a0 c� O W CC p— LL cc v �— Ow ., LJL .. Q W® a i Z o_ r v W do cl � LLI W 'm W Q d1 4u � v O -O J 52 OF Q W Or 20 W� J� FE o. Qor w oc( d) _1 o� Boa o }, FUO Y QJ WNQ FW d) cc 0 O `t W d >mOf 4- �f0 W �� LL) o a a u h Ub12 i mlles S of Eagle on Brush Ck YL}HSR NA ME Y , JOB NO. JOB LOCATION BILL TO DATE STARTED zCliq DATE Ltz AA iT L IJ41'6' PERMIT #512 OWNER: LOCATION: Portion of Tract 77 - Se 24.& 25 - T5S R84W INSTALLER: Bob Dean (design engineer - Mike Cook) SIZE OF TANK: 1,250 gallons DWELLING: Residential - 2 bedrooms PERC RATE: one inch/20 minutes Finalized: 6-17-82 By: ERik Edeen )ER DATE B JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL ,LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT '� 19 RECEIPT Date Received From�,.�' Addpss For ACCOUNT AMT. OF ACCOUNT AMT. PAID BALANCE DUE BK80B 7 l ;— 2 HOW PAID CASH CHECK MO ERY 8 7 � AA 2e5�? Printed in U.S,A. 67 liars Work Classification: NewPermit PO BOX 1660 EAGLE CO 81631- PO BOX 1660 EAGLE CO 81631- Address Owner Information Permit Status: Active Project Address 210925200016 Permit Type: OWTS Permit Permit NO. OWTS-7-12-7731 Expires: 12/5/2012 Issue Date: 8/7/2012 Parcel No. 001116 BRUCE CREEK RD EAGLE AREA, CO 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)380-1622 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR PhoneEngineer(s) Contractor(s)Phone Primary ContractorLicense Number JOHNSON EXC & TELECOM. INC (970)471-2900 Yes ANITA WILLIAMS Permitted Construction / Details: Install a 1,000 two compartment septic tank with 312.5 square feet of soil treatment area credit via 16 Infiltrator Q4 Chambers in two, serially connected shallow trenches in the area between the parking platform and the secondary access road to the west. Direct drainage from parking lot away from and avoid irrigation of soil treatment area. Double encase the effluent line that crosses the parking lot or use Schedule 80 pipe and protect from freezing with blue board. Be sure to rake the smeared surfaces prior to chamber placement. Don not install in wet weather. Call Eagle County Environmental for inspection prior to covering. Occupancy of the apartment is not allowed until the OWST is installed and functional. Issued by: Environmental Health Department, Eagle County, CO August 13, 2012 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 PO BOX 1660 EAGLE CO 81631- PO BOX 1660 EAGLE CO 81631- Address Owner Information Permit Status: Active Project Address 210925200016 Permit Type: OWTS Permit Permit NO. OWTS-7-12-7731 Expires: 12/5/2012 Issue Date: 8/7/2012 Parcel No. 001116 BRUCE CREEK RD EAGLE AREA, CO 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)380-1622 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR PhoneEngineer(s) Contractor(s)Phone Primary ContractorLicense Number JOHNSON EXC & TELECOM. INC (970)471-2900 Yes ANITA WILLIAMS Permitted Construction / Details: Install a 1,000 two compartment septic tank with 312.5 square feet of soil treatment area credit via 16 Infiltrator Q4 Chambers in two, serially connected shallow trenches in the area between the parking platform and the secondary access road to the west. Direct drainage from parking lot away from and avoid irrigation of soil treatment area. Double encase the effluent line that crosses the parking lot or use Schedule 80 pipe and protect from freezing with blue board. Be sure to rake the smeared surfaces prior to chamber placement. Don not install in wet weather. Call Eagle County Environmental for inspection prior to covering. Occupancy of the apartment is not allowed until the OWST is installed and functional. Office Copy August 13, 2012 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 DEPARTMENT OF P.O. Box 179 ENVIRONMENTAL HEALTH 500 Broadway (970) 328-8755 Eagle, CO 81631 FAX: (970) 328-8788 ,1 www.eaglecounty.us TOLL FREE: 800-225-6136 www.eaalecounlv.us FA Lf_ CQU TY PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT #--� - .? BUILDING PERMIT # INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEESCHEDULE APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE14E.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: 11 S Phone: i �Zg I � Z�_ Mailing Address: email Ul I Com Registered Professional Engineer: TT) Phone: l Applicant or Contact Person: q V h S Phone6 111 '? 7/ a2CO Licensed Systems Contractor: th jc� h_-�en License # Company / DBA: c6 y 4.," Phone: 520, Mailing Address: o CO e163/ email 10h o q r Cc,�► Permit Application is for: _k New Installation Alteration Repair Location of Propo d Onsite Wastewater Treatment System Z. O Legal Description: D Tax Parcel Number: Z I o q rs 2-000 I ik Lot Size: 5 (,- Assessor's Link: www.caelecounty.us/natie/ Physical Address: I I . �C u ee Cry Building Type: Residential / Single Family Number of Bedrooms: Residential / Multi Family Number of Bedr ms: j Commercial / Industrial* Type of Use: lNat *These systems require design my a Registered Professional En ineer Type of Water Supply: Z Private Well Spring Surface Public If Public Name of Supplier: Applicant Signature: Office Use Onlyr�,� Amount Paid:— Receipt #: Check-#: bca ,;� 3 Date: tl 7/ S B 25 -- In absence of State Legislative Funding, Your School General Fund mill levy would have been 18.128 Tract: 76 Tract: 74 PCLIN Section: 24 Township: 5 Rangge: 84 Section: 25 Township; 5 Range: 84 Tract: 77 Tract: 79 BK-0258 PG-0191 WD 08-05-77 SK-0277 PG-0449 QCD 10-30-78 BK-0281 PG-0795 QCD 02-09-79 BK-0313 PG-0098 QCD 10-30-80 BK-0553 PG-0242 QCD 02-27-91 ADDITIONAL LEGAL DESCRIPTION ON FILE WITH ASSESS PROPERTY LOCATION: 001116 BRUCE CREEK RD EAGLE AREA R032786 ammommom LUTZ, JEFFREY R. - WILLIAMS, ANITA I. PO BOX 1660 EAGLE CO 81631-1660 mmmmm� RETAIN TOP PORTION FOR YOUR RECORDS ISDS PERMIT #. PERCOLATION TES EA LE!COUNTY ENVIRONMENTAL HEATLH ((J1 c OWNER: ►lttA L A41?' -PHSYSICAL ADDRESS: 1 rµ4e CrufC LEGAL DESCRIPTION: S a 0 0 0,1 MAILING ADDRESS: TYPE OF DWELLING: Cwe +r, 14f, 3. NUMBER OF BEDROOMS: 1 TEST HOLES PRE-SOAKED: YES_ NO SOIL TIME WATER DEPTH INCHES OF FALL RATE PROFILE so, a /0,S q.75'•� t JUMP r /07,SnPl CA 31 �e►s _ N r� �. �'r' /d MPI foMP/ %Sr locky 4.1 lw,��..d+ /1.7S SW , a . al S t� ad NOW fiocK� ,,tee a� /a. as Iy /0 Ap/ 6 A t some . la.7s l 7/oi►,P, 1 r >.4 t �+ Ia'16 1 l3.as �o , �s ,S " 3 as Mai IOraP) > '"p a:. /3.7s iy" c� 3 ,as , as it A 0 1j4vaar i TIME TO DRO01AST INCIl: �07._ PERC RATE: � r'l°1 MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: /If)00 IM ENVIR ENTAL, -HEATH-SPEdIALIST DATE Soils Inventory Report Page 1 of 1 Tract 7283 7283 7283 7283 7283 7283 7283 7283 7283 7283 72$3 7283 7283 7283 7283 7283 Soils Inventory Report JEFFREY LUTZ Land Unit Map Unit Symbol 104 85 86 Total: 25 86 85 Total: 85 25 104 Total: 25 104 85 Total: 85 86 104 25 Total: Acres 0.2 3.9 5.4 9.5 0 0.2 2.1 2.3 0.2 1.1 1.5 2.8 0 0.2 1.7 1.9 1.8 5.1 13.1 16.6 36.6 Percent 2% 41% 57% 0% 9% 91% 7% 39% 54% 0% 11% 89% 5% 14% 36% 45% file://C:\Documents and Settinp-slsteUhen.iaouen\Mv CnGtn„Pr Ftjrc Tnnllr;A) ,.t'7 «,;iic,,,,� a .. A0-1A,nnnn Map Unit Description (Brief, Generated) Aspen -Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties [Minor map unit components are excluded from this report] Map unit: 25 - Cushool-Rentsac complex, 15 to 65 percent slopes Component: Cushool (46%) The Cushool component makes up 45 percent of the map unit. Slopes are 15 to 50 percent. This component is on mesas, mountains. The parent material consists of alluvium derived from sandstone and shale. Depth to a root restrictive layer, bedrock, paralithic, is 20 to 40 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches is low. Shrink - swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. Nonirrigated land capability classification is 7e. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 8 percent. Component: Rentsac (40%) The Rentsac component makes up 40 percent of the map unit. Slopes are 25 to 65 percent. This component is on mesas, mountains. The parent material consists of residuum weathered from sandstone. Depth to a root restrictive layer, bedrock, lithic, is 90 to 20 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is high. Available water to a depth of 60 inches is very low. Shrink -swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 1 percent. Nonirrigated land capability classification is 7e. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 90 percent. map unit: 71 - Kobar silty clay loam, 6 to 12 percent slopes Component: Kobar (90%) The Kobar component makes up 90 percent of the map unit. Slopes are 6 to 92 percent. This component is on alluvial fans, terraces. The parent material consists of alluvium derived from shale. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately low. Available water to a depth of 60 inches is high. Shrink -swell potential is moderate. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 9 percent. This component is in the R048AY247CO Deep Clay Loam ecological site. Nonirrigated land capability classification is 4e. Irrigated land capability classification is 4e. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 8 percent. USDA Natural Resources Conservation Service Survey Area Version: 3 Survey Area Version bate: 01/08/2007 Page 1 Map unit Description (Brief, Generated) Aspen -Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Map unit: 85 - Morval loam, 6 to 25 percent slopes Component: Morval (85%) The Morval component makes up 85 percent of the map unit. Slopes are 6 to 25 percent. This component is on alluvial fans. The parent material consists of alluvium derived from sandstone and shale and/or colluvium derived from sandstone and shale. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches is high. Shrink -swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. This component is in the R048AY292CO Deep Loam ecological site. Nonirrigated land capability classification is 6e. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 20 percent. Map unit: 86 - Morval loam, 25 to 40 percent slopes Component: Morval (85%) The Morval component makes up 85 percent of the map unit. Slopes are 25 to 40 percent. This component is on alluvial fans. The parent material consists of alluvium derived from sandstone and shale andlor colluvium derived from sandstone and shale. Depth to a root restrictive layer is greater than 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches is high. Shrink -swell potential is low. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 2 percent. This component is in the R048AY292CO Deep Loam ecological site. Nonirrigated land capability classification is 7e. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 20 percent. Map unit: 104 - Torriorthents-Camborthids-Rock outcrop complex, 6 to 65 percent Component: Torriorthents (45%) The Torriorthents component makes up 45 percent of the map unit. Slopes are 6 to 65 percent. This component is on hills, ridges, mountains. The parent material consists of colluvium derived from sedimentary rock and/or residuum weathered from sedimentary rock. Depth to a root restrictive layer, bedrock, lithic, is 4 to 30 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches is low. Shrink -swell potential is low. This soil is not flooded. If is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 1 percent. Nonirrigated land capability classification is 7e. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 3 percent. USA Natural Resources -i 5urvey Area Version: 3 Conservation Service Survey Area Version Date: 01/08/2007 Page 2 Map Unit Description (Brief, Generated) Aspen -Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Map unit: 104 Torriorthents-Camborthids-Rack outcrop complex, 6 to 65 percent Component: Camborthids (20%) The Camborthids component makes up 20 percent of the map unit. Slopes are 6 to 65 percent. This component is on hills, mountains, ridges. The parent material consists of alluvium derived from shale and/or colluvium derived from shale and/or alluvium derived from sandstone and/or colluvium derived from sandstone and/or alluvium derived from basalt and/or colluvium derived from basalt. Depth to a root restrictive layer, bedrock, lithic, is 95 to 60 inches. The natural drainage class is well drained. Water movement in the most restrictive layer is moderately high. Available water to a depth of 60 inches is low. Shrink -swell potential is moderate. This soil is not flooded. It is not ponded. There is no zone of water saturation within a depth of 72 inches. Organic matter content in the surface horizon is about 9 percent. Nonirrigated land capability classification is 7e. This soil does not meet hydric criteria. The calcium carbonate equivalent within 40 inches, typically, does not exceed 8 percent. Component: Rock outcrop (15%) Generated brief soil descriptions are created for major soil components. The Rock outcrop is a miscellaneous area. USDA Natural Resources Conservation Service Survey Area Version: 3 Survey Area Version Date: 01/08/2007 Page 3 Customer(s). JEFFREY LUTZ Soils Map Field Offi, GLENWOOD SPGS SERVICE CENTER District: EAGLE COUNTY CONSERVA , iON DISTRICT Agency: UDA, NRCS Date: 4/30/2009 Assisted By: Stephen R Jaouen Legal Description: T.5 S., R. 84 W., Section 25 State and County: CO, GARFIELD Seven Hermits Quad E� j qP. Legend Consplan 104, Torriorthents-Camborthids-Rock outcrop complex, 6 to 65 percent 25, Cushool-Rentsac complex, 15 to 65 percent slopes 71, Kobar silty clay loam, 6 to 12 percent slopes 46 85, Morval loam, 6 to 25 percent slopes 86, Morval loam, 25 to 40 percent slopes I inch equals 310 feet N 300 0 300 600 900 1,200 -IFeet [JEFFREY LUTZ Conservation Plan Map EAGLE COUNTY CONSERVATION DISTRICT Legal Description: T.5 S., R. 84 W., Section 25 Field 7 Hay %ftrplin Big Gun •� Feed 2 HayOr ' Big "" Date: 6/8/2009 GLENWOOD SPGS SERVICE CENTER Natural Resources Conservation Service State and County: CO, GARFIELD Field r, `juk 37 T at. 4' Grazed Range Fielacd 3 F yYr .. 7.5 HP,Pump Flow Mir 1 3 . 4 Headquarters + � W � `4 r ' r r� Y N Big Ginn w� I - 7.7 ac. Hay g 1GUMSySteM Consplan Practices (points) Practice Note , 7.5 HP Pump Flow Meter Practice code 442 -0I Practice Note* .' 6" Pipeline � 5 i 210 0 210 420 630 840 Feet 7FREY LUTZ _AGLE COUNTY CONSERVATION DISTRICT Land Unit Map Date: 6/8/2009 GLENWOOD SPGS SERVICE CENTER Natural Resources Conservation Service State and County: CO, EAGLE Legal Description: T,5 S., R. 84 W., Section 25 Legend Consplan 270 0 270 540 810 11080 Feet N A ISDS Permit # '� 40 , S N Z— �7 1 Inspector Date 11'Zl 1 1 2 ISDS Final Inspection Completeness Form L_ Tank is gal. Tank Material C 11 r �t Tank is located I & ft. and degrees from i-C t.ti U✓ri+� Tank is located ft. and degrees from `Tank set level. Tank lids within 8" of finished grade. Size of field?)�Oft2 units'— Zo lineal ft. Technology liJl lLk ( / l LL" Cleanout is installed in between tank and house(+ 1/100ft). "T" that goes down 14 inches in the inlet and outlet of the tank. Effluent filter on outlet- Yes or No `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. 6 Z14 5 LJ lz `Depth of field ft. PM Soil interface raked. ` ' Inspection portals at the end of each trench. w1h -�/ Proper distance to setbacks. Q-lpf,� 56 Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks removed from trenches, etc.) Splash plate(s) installed at least in first trench inlet. 5 DP - Type of pipe used for building sewer line Bch leach field 5P Q 3 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 Field Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 Tank 50 10 5 10 50 10 * 10 EAGLE COUNTY ENVIRONMENTAL HEALTH FINAL AS -BUILT SKETCH ISDS PERMIT # -"°� DATE 111t LOCATION ADDRESS �JY LiPc VS 4 I f I OWTS-7-12-77a1 1 1116 Bruce Creek Rd., Eagle - �`2012.11.21 r-% i I �( OWTS-7-12-7731 1116 Bruce Creek Rd., Eagl LF 2012,11,21 I jot 4`� 411 � of be I N "s =OA OWTS-7-12-7731 1116 Bruce Creek Rd., Eagle LF 2012011021 rench [[y[ ll[[ r l look is pq O\t/TS-7-12-7731 A 1116 Bruce Creek Rd.,, . Eagle f, v LF- 2012'.11:21 IN 4 to Y .* I AMWj A I y Iwm - tI w 4 ttA� M Aeb. • � , �85y� OWTSJ7l2J731 ^ 1116 Bruce Creek Rd., Eagle LF 2012.11.21. t4 1eana a,, . q Pli V r Synum Ak.. e t; nyitfj'cc Lr�•. M r Li h � Far ' nd of trench> A e 0*' s 1 t