Community Assessment Report - Onsite Sewage Treatment ...

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Date Completed:Completed By:Project:Landscape Position:Mapped Soil Type:Soil Profile Description5/7/2012 Test Pit # CAR ID#7 SB1Ryan Lefers, P.E.Equipment: 4" Bucket AugerRolling Shores CAR Highest Known Water: 15"Shoulder 0-2%Vegetation: GrassCushing LoamParent Material: Glacial TillHORIZONDEPTHEND(INCHES)MATRIXCOLORTEXTURESTRUCTURE-CONSISTENCEREDOXIMORPHICFEATURESOTHER10" 10 YR 3/2 Loam Moist21 10 YR 5/3 Sandy Loam 10 YR 4/6 redox at 15" Wet at 15"
Date Completed:Completed By:Project:Landscape Position:Mapped Soil Type:Soil Profile Description5/7/2012 Test Pit # CAR ID#8 SB1Ryan Lefers, P.E.Equipment: 4" Bucket AugerRolling Shores CAR Highest Known Water: 10"Shoulder 0-2%Vegetation: GrassCushing LoamParent Material: Glacial TillHORIZONDEPTHEND(INCHES)MATRIXCOLORTEXTURESTRUCTURE-CONSISTENCEREDOXIMORPHICFEATURESOTHER10" 10 YR 3/2 Loam20" 10 YR 5/3 Sandy Loam 10 YR 4/6 wet26" 10 YR 5/3 Clay Loam 10 YR 7/1 and 7.5 YR 5/6 wet
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Rolling ShoresCommunityAssessment R
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1.0 Introduction1.1 BACKGROUNDThe C
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1.3 REPORT PURPOSEThis report is a
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2.0 Existing Conditions2.1 INTRODUC
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2.3 FINDINGSThe purpose of the site
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Photo 1: Wastewater effluent surfac
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3.0 Alternatives Analysis3.1 INTROD
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3.2.2 Private ISTS ProgramIn a priv
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ISTS rules dictate that systems tha
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with CAR ID#13 is allowed to build
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Table 4: Estimated Permitting Flow
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etained at all individual propertie
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• Lower operation and maintenance
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4.0 Cost Comparison of Alternatives
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The replacement wastewater system A
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asis, other considerations such as
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analysis over a 25-year period show
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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 64 and 65: 03.00047.1003.00047.00!(SUMP OUT925
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 89: 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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