Community Assessment Report - Onsite Sewage Treatment ...

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03.00047.1003.00047.00!(SUMP OUT925.39703.01358.10!A!>SB 1936.265!(!(Cambridge Dr!(SUMP OUTLET927.45603.01358.11!>SB 1935.70703.01358.01!ASoil Boring Date:___________Completed by:_____________Elevation:________________HorizonEndDepth Horizon NotesColor:___________________Texture:_________________Notes:_________________________________________Color:___________________Texture:_________________Notes:_________________________________________Color:___________________Texture:_________________Notes:_________________________________________Color:___________________Texture:_________________Notes:_________________________________________Color:___________________Texture:_________________Notes:_________________________________________Color:___________________Texture:_________________Notes:_________________________________________!(!(Property Address: 47256 CAMBRIDGE DR PID(S): 03.01358.10Engineers - ScientistsBusiness Professionalswww.wenck.comWenck1800 Pioneer Creek CenterMaple Plain, MN 55359-04291-800-472-223260 30 0 60Feet ±Note: All points located near center of referenced objectExisting SSTS Type:_________________ Depth of sand in mound:___________________Depth to bottom of effluent dispersal area:_______________________ Elevation:____________Depth to seasonally saturated soils from soil boring:________________ Elevation:____________Existing Separation:_______________ Existing Tank Compliance (Compliant/Noncompliant)Dispersal/<strong>Treatment</strong> area compliance status: (ITPHS, Failure to protect groundwater, Compliant)Notes:_____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________For Wenck Data Tracking only, data in blue box does not relate to ISTS compliance.Setbacks met: (yes/no) Future:____________________________________________Setback not met from tanks to: Well___ Buildings (10’)___ Property Line (10’)___ OHW (75’):___Setback met from absorption area to: Well___ Buildings (20’)___ Property Line (10’)___ OHW (75’):___Path: L:\2797\01\mxd\Inspection Maps\03-01358-10 Blank Map.mxdPotential Future ISTS Area(Not final and not forconstruction)!( Septic Tank!( Pump Tank") Holding Tank!> Soil Boring!@Drainfield!( Other!A!ADeep WellShallow WellWell Setback
!(SUMP OUTLETCambridge Dr03.01358.07!A!( !( !(470th St!>SB 1938.97103.01358.08!ASUMP OUTLET923.10803.01375.07Soil Boring Date:___________Completed by:_____________Elevation:________________HorizonEndDepth Horizon NotesColor:___________________Texture:_________________Notes:_________________________________________Color:___________________Texture:_________________Notes:_________________________________________Color:___________________Texture:_________________Notes:_________________________________________Color:___________________Texture:_________________Notes:_________________________________________Color:___________________Texture:_________________Notes:_________________________________________Color:___________________Texture:_________________Notes:_________________________________________Property Address: 47003 CAMBRIDGE DR PID(S): 03.01358.08Engineers - ScientistsBusiness Professionalswww.wenck.comWenck1800 Pioneer Creek CenterMaple Plain, MN 55359-04291-800-472-223250 25 0 50Feet ±Potential Future ISTS Area(Not final and not forconstruction)!. Mound!( Septic Tank!( Pump Tank!> Soil Boring") Holding TankWell SetbackNote: All points located near center of referenced objectExisting SSTS Type:_________________ Depth of sand in mound:___________________Depth to bottom of effluent dispersal area:_______________________ Elevation:____________Depth to seasonally saturated soils from soil boring:________________ Elevation:____________Existing Separation:_______________ Existing Tank Compliance (Compliant/Noncompliant)Dispersal/<strong>Treatment</strong> area compliance status: (ITPHS, Failure to protect groundwater, Compliant)Notes:_____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________!@Drainfield!( Other!A!ADeep WellShallow WellFor Wenck Data Tracking only, data in blue box does not relate to ISTS compliance.Setbacks met: (yes/no) Future:____________________________________________Setback not met from tanks to: Well___ Buildings (10’)___ Property Line (10’)___ OHW (75’):___Setback met from absorption area to: Well___ Buildings (20’)___ Property Line (10’)___ OHW (75’):___Path: L:\2797\01\mxd\Inspection Maps\03-01358-08 Blank Map.mxd
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Rolling ShoresCommunityAssessment R
Page 4 and 5:
1.0 Introduction1.1 BACKGROUNDThe C
Page 7 and 8:
1.3 REPORT PURPOSEThis report is a
Page 9 and 10:
2.0 Existing Conditions2.1 INTRODUC
Page 11 and 12:
2.3 FINDINGSThe purpose of the site
Page 13 and 14: Photo 1: Wastewater effluent surfac
Page 15 and 16: 3.0 Alternatives Analysis3.1 INTROD
Page 17 and 18: 3.2.2 Private ISTS ProgramIn a priv
Page 19 and 20: ISTS rules dictate that systems tha
Page 21 and 22: with CAR ID#13 is allowed to build
Page 23 and 24: Table 4: Estimated Permitting Flow
Page 25 and 26: etained at all individual propertie
Page 27 and 28: • Lower operation and maintenance
Page 29 and 30: 4.0 Cost Comparison of Alternatives
Page 31 and 32: The replacement wastewater system A
Page 33 and 34: asis, other considerations such as
Page 35 and 36: analysis over a 25-year period show
Page 37 and 38: 5.0 Summary and Recommendations5.1
Page 39 and 40: • Chisago County would continue t
Page 41 and 42: Project LocationRush Lake 7.5 Minut
Page 43 and 44: 920940920920920920940930920920920!A
Page 45: 13Note: CAR ID#13 will be a holding
Page 48 and 49: Appendix ABackground Information
Page 50 and 51: pores and channels. As a result the
Page 52 and 53: The trench is the most common of th
Page 54 and 55: DRAFT - 5/30/12Septic System Improv
Page 56 and 57: CAR ID#Property Information Drainfi
Page 58 and 59: 03.01358.15!>SB 1948.71503.01358.16
Page 60 and 61: !(03.01358.13!(!A!>SB 1939.30703.01
Page 62 and 63: !>!A03.01358.11!. !.03.01358.12!>SB
Page 66 and 67: 03.01358.06!ACambridge Dr!>SB 1939.
Page 68 and 69: !A03.01358.04Cambridge Dr!A03.01358
Page 70 and 71: !(!>SB 1939.98903.01358.02!ASB 1940
Page 72 and 73: !>03.01358.18470th St!>SB 4935.649S
Page 75 and 76: Appendix DSoil Borings
Page 77 and 78: Date Completed:Completed By:Project
Page 99 and 100: Appendix EFlow Calculations
Page 101 and 102: LISTS Final Permitting FlowWorkshee
Page 103 and 104: MSTS Final Permitting FlowWorksheet
Page 105 and 106: ESTIMATED LISTS CLUSTER CAPITAL COS
Page 107 and 108: ESTIMATED CLUSTER MSTS CAPITAL COST
Page 109 and 110: OPERATION AND MAINTENANCE FOR CLUST
Page 111 and 112: Appendix GChisago County Letters
Page 113 and 114: Compliance Inspection FormExisting
Page 115 and 116:
Property address: Cambridge Dr, Har
Page 117 and 118:
Easement and property research find
Page 119:
#210968• Signed June 27, 1988•
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