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2016-01108 - new septic
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135 Luce Line Ridge - 31-118-23-34-0007
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2016-01108 - new septic
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Last modified
8/22/2023 4:31:21 PM
Creation date
6/20/2017 10:53:10 AM
Metadata
Fields
Template:
x Address Old
House Number
135
Street Name
Luce Line
Street Type
Ridge
Address
135 Luce Line Ridge
Document Type
Septic
PIN
3111823340007
Supplemental fields
ProcessedPID
Updated
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�"����� UN IYERSITY <br /> MlnnesotaPollutbn OSTP Design Summary Worksheet <br /> Cw�trolAqency OF MINNESOTA .'"-.� <br /> Property Owner/Client: Patrick Doolittle Project ID:��v 05.13.14 <br /> 59te Address: 135 Luce Line Ridge Date:�� <br /> 1. DE51GN FLOW ANp TANKS <br /> A. Destgn Ftow: 600 Gallons Per Day(GPD) Note: The estlmoted design flow fs considered a peak ftow rate <br /> fnc[uding a saJety factor.Far long rerm performance, the avervge <br /> 8. Septic Tonks: datly fiow ts recommended to be<b0%of this mlue. <br /> Minimum Gode Required Septic Tank Capacity: 2500 Gallons,in �Tanks or Compartments <br /> Recommended Septic Tank Capactty: 2500 Gatlons,in �Tanks or Compartments <br /> Effluent Screen:C� Alarm:� <br /> C. Holding Tanks Oniy: <br /> MiMmum Code Required Capadty:�Gallons,in �Tanks <br /> DesSgner Recommende�Capacity:�Gatlons,in �Tanks <br /> Type of High Level Alarm: <br /> D. Pump Tank f Capacity�Code Minimum): 1000 Gallons Pump Tonk 2 Capadty(Code Minimum): ��Gallons <br /> Pump Tank i Capacity�Designer Rec): 1000 Gallons Pump Tank 2 Capacity(Designer Rec): �_]Gallons <br /> Pump 1 38.0 GPM Total Head 10.8 ft Pump 2 30.0 GPM Totat Head 9.8 ft <br /> Suppty Pipe Dia. 2.00 in Dose Volume: 100.0 gal Supply Pipe Dfa. 2.00 in Dase Votume:��gat <br /> 2. SYSTEM IYPE <br /> OTrend, Oead �rwu�uJ (�at-Graee OGrawty Diso-�mon �vressise Dismb�on-Leve! QPrassure uKmbutlon-UNevel <br /> Oor� p►�oki+ngTa�c Ooaxr � *Selection Repuired Benchmark Elevation: 100'0" ft <br /> Bencfimark Location: Top of septic tank � <br /> System Type Type of Distribution Media: <br /> (]Type i ❑Type 11 ❑Typa IU ❑Type Iv ❑TYpe V O��d Rodc DRcg�uced 7reamier�t Me�e: <br /> 3. S17E EY7lLUAT10N. <br /> A. Depth to Ltmiting Layer. 24 in 2.0 tt B. Measured Land Stope%: 13.0 96 <br /> C. Elevation of Limittng layer. 0. 5oil Texture: loam � <br /> E, Loc.of Restridve Elevation: F. Soil Hyd.Loading Rate: 0,78 GPDlftz <br /> G. Minimum Required Separation: 3b in 3.0 ft H, Perc Rate:�MPI <br /> I, tode Maximum Depth of System: Mound in Commenu: <br /> 4. DES16N SUMh6ARY <br /> Trench Desfgn Summary <br /> Dispersal Area�ftz 5idewall Depth�in Trench WfdthC�ft <br /> Total lineal Feet�ft Number of Trenches� Code Maximum Trench Depth�in <br /> Contour Loading Rate�ft Designer's hM�c Ttench Depth�in <br /> Bed Design Summary <br /> Absorptfon Area0ft2 Depth of sidewatl�in Code Maximum Bed Depth�in <br /> Bed Width�ft Bed Lengthr_�ft Designer's Max Bed Depth�in <br />
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