Community Assessment Report - Onsite Sewage Treatment ...

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LISTS FlowEstimation:Existing Dwellingsv 12.07.02Dwelling## of Bedrooms(minimum = 2)DwellingClassification(see Table IV)7080.1860Design Flow (gpd)(See Table 1)Reduction Factor- 0.45(if applicable*)LISTS Flow perDwelling (gpd)2 3.00 I 450 1.00 4506 3.00 I 450 1.00 4508 2.00 I 300 1.00 30012 4.00 I 600 1.00 60013 3.00 I 450 1.00 45014 4.00 I 600 1.00 60015161718192021222324252627282930Total Dwelling Flow Estimate* Use 1.0 for the flow from the ten highest flow dwellings and 0.45 for remainingdwellings2850
LISTS Final Permitting FlowWorksheetv 12.07.021. Flow from Dwellings Flow from Dwellings 2850 gpdFrom either existing and newdevelopment worksheet2. Flow from OtherEstablishmentsPermitting Flow from OtherEstablishments0 gpdFrom either Measured or Estimated-OE worksheet3. Flow from CollectionSystema) Total Length of CollectionPipe:b) Diameter of Pipe(Minimum of 2 in):c) Flow from I& I inCollection System:2100 feet2.00 inches159 gpdDesign flow must include 200gallons of infiltration and inflowper inch of collection pipediameter per mile per day with aminimum pipe diameter of twoinches. Flow values can be furtherincreased if the system employstreatment devices that willinfiltrate precipitation.4. Final Permitting Flow3009 gpdSum of 1, 2 and 3c.
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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
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• Chisago County would continue t
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Project LocationRush Lake 7.5 Minut
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920940920920920920940930920920920!A
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13Note: CAR ID#13 will be a holding
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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 99: Appendix EFlow Calculations
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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