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 # Farm Field SB 1Peter G. Miller, P.S.S. License No. 42636Equipment: 4" Bucket AugerRolling Shores CAR Highest Known Water: 16"Shoulder 0-2%Vegetation: NoneCushing LoamParent Material: Glacial TillHORIZONDEPTHEND(INCHES)MATRIXCOLORTEXTURESTRUCTURE-CONSISTENCEREDOXIMORPHICFEATURESOTHER12" 10 YR 4/3 Sandy Loam16" 10 YR 4/4Gravelly LoamyCoarse Sand20" 10 YR 7/3 Clay Loam 7.5 YR 6/1 and 10 YR 5/6
Date Completed:Completed By:Project:Landscape Position:Mapped Soil Type:Soil Profile Description5/7/2012 Test Pit # Farm Field SB 2Peter G. Miller, P.S.S. License No. 42636Equipment: 4" Bucket AugerRolling Shores CAR Highest Known Water:
Page 1:
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 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: Appendix DSoil Borings
Page 79 and 80: 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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Community Assessment Report - Onsite Sewage Treatment ...

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