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2016-00425 - new septic
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3465 Watertown Road - 32-118-23-43-0008
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2016-00425 - new septic
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Last modified
8/22/2023 4:41:36 PM
Creation date
10/7/2019 2:28:56 PM
Metadata
Fields
Template:
x Address Old
House Number
3465
Street Name
Watertown
Street Type
Road
Address
3465 Watertown Road
Document Type
Septic
PIN
3211823430008
Supplemental fields
ProcessedPID
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M�rne:Qira Pdlvaon OSTP Design Summary Worksheet UNIVERSITY AIKI& , <br /> Control Agency OF MINNESOTA MEM <br /> Property Owner/Client: Gorden James Project ID: v 07.14.15 <br /> Site Address: 3465 Watertown Road,Orono,Hennepin County Date: 9/23/15 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow: 750 Gallons Per Day(GPD) Not': The estimated design flow is considered a peak flow rate <br /> Including a safety factor.For long term performance,the average <br /> B. Septic Tanks: daily flow is recommended to be<60%of this value. <br /> Minimum Code Required Septic Tank Capacity: 2250 Gallons,in Tanks or Compartments <br /> Recommended Sepik Tank Capacity: 2250 Gallons,in Tanks or Compartments <br /> Effluent Screen:�� Atarm: <br /> C. holding Tanks Only: <br /> Minimum Code Required Capacity: Gallons,inTanks <br /> Designer Recommnended Capacity, Gallons,in Tanks <br /> Type of High Level Alarm:F <br /> D. Pump Tank f Capacity(Code Minimum): Gallons Pump Tank 2 Capacity(Code Minimum): Gallons <br /> Pump Tank l Capacity(Designer Rec): Gallons Pump Tank 2 Capacity(Designer Rec): Gallons <br /> Pump 1 I GPM Total Head ft Pump 2GPM Total Head ft <br /> Supply Pipe Dia.=in Dose Volume:=gal Supply Pipe Dia.=in Dose Volume:=gal <br /> 2. SYSTEM TYPE <br /> O Tech O asci ®gourd O AVGr O Grovity Dls tffion ®ftwure DftbAonLevel O Mom DWm evd <br /> O Drip O q Tar* O Other 'Selection Required Benchmark Elevation: 1039.90 it <br /> Benchmark Location: corner Iron <br /> Sym Type Type of Distribution Media: <br /> ®Type I ❑Type II ❑Type 111 ❑Type 1V ❑Type V 0 Dreirtleld Rode 0 ReOslered Tre*nert Media: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 22 in 1.8 ft B. Measured land Slope%: 8.0 <br /> C. Elevation of Limiting Layer: 1039.4 D. Soil Texture: Loam <br /> E. Loc.of Restricive Elevation:- -� F. Soil Hyd.Loading Rate: 0.60 GPD/fe <br /> G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: 11.0 MPI <br /> 1. Code Maximum Depth of System: �Mtwnd�in Comments <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area ftp Sidewsll Depthin Trench Width ft <br /> Total Lineal Feetft Number of Trenches Code Maximum Trench Depthin <br /> Contac Loading RateE�ft Designer's Max Trench DepthE==in <br /> Bed Design Summary <br /> Absorption Areaft, Depth of sidewall in Code Maximum Bed DepthIn <br /> Bed Width=ft Berl Length[=ft Designer's Max Bed Depth=in <br />
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