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2017-00455 - septic new
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1070 Hunter Drive - 25-118-23-42-0008 (Formeraly 300 Sixth Ave N)
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2017-00455 - septic new
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Last modified
8/22/2023 4:15:16 PM
Creation date
5/22/2017 4:22:38 PM
Metadata
Fields
Template:
x Address Old
House Number
1070
Street Name
Hunter
Street Type
Drive
Address
1070 Hunter Drive
Document Type
Septic
PIN
2511823420008
Supplemental fields
ProcessedPID
Updated
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NlinnesotaPoliutbn OSTP Desi�n Summary Worksheet UNIVERSITY <br /> OF MINNESOTA � <br /> CotRrol A�nty <br /> Property Owr�r/CNent; Lot 3,Blk��,i�7A. �(uR.e S i'!�' Pro�ect ID:���06.12.13 <br /> Site Addrcss: That part of 300 6th Ave.N.,Orono,Hennepin�ounty Date: 5/27/75 <br /> 1. UESIGN FLOW AND TANKS <br /> A. Destgn ftow: �Gallons Per Day(GPD) Note: The estfmated alesfgn f(ow is considered n peak flow rate <br /> rrrc(uding a wfety factor.For tong term performance,rhe rn�erage <br /> B. Septic Tnnks: dcfty flow is recommended to be<60%of this vatue. <br /> Minimixn Code Required Septic Tank Capacfty: 2250 Gallo�,in �Tanks or Compartments <br /> Recommended Septic Tank Capacity: 225d Gallons,in �Tanks or Compartments <br /> Effl�nt Screen:� Atarm: No <br /> G. Holdtng Tanks Only: <br /> Minimum Code Required Capacity:�Gatlons,in ��Tanks <br /> Designer Recommended Capacity:�Gallons,in �Tanks <br /> Type of High Level Alarm: <br /> D. Pump Tenk f Capecity(Code Minfmum}:�Gallans Aump Tank 2 Capadty{Code Min9mum): �Gatlons <br /> Pump Tvnk! Capacity{Desigr►er Rec): �Galloris Pump Tank 2 Capacity(Deslgner Rec): �Gallons <br /> Pump 1 GPM Totat Head �ft Pump 2�GPM Total Head �ft <br /> St�ply Pipe Dia.Uin Dose Volume:��gal Suppty Pipe Dia.�in Dose Volune:�gal <br /> 2. SYSTEM TYPE <br /> lyPe SOR�Dnd AfEss <br /> Q ne�a, O Bed O Maind � O wa�xr esab�no„ pp a�,r�o�ia�,-�� O��o��a,-u,�i <br /> O�a O�'�ddin9�nk O�-a'� 'Selection Required Benchmark Elevation: sea level ft <br /> Benchmark Location: topography map <br /> System Type Type of Distribution Media: <br /> 0 rype� ❑Type�� �TyP�U� ❑Type�v p rvae� O�,nda rtodc ❑��aem�a r�a: <br /> 3. SiTE EVALUATION: <br /> A. Depth to Limitiru3 Layer:�in 1.7 ft B. Measured Land 5lope%: 10.0 % <br /> C. Elevatfon of LimfLing Layer: i� D. Sofl Texture: Clay Loam <br /> E, l.a.of RestHcive Elevation: F. Soil Hyd.Loading Rate: 0.45 GPD/ft2 <br /> G, Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: MPI <br /> I. tode Maximum Depth of System: Mound in Comments: <br /> 4. DESiGN SUMMARY <br /> Trench Design Summary <br /> Dispersat Area�ft� Sidewall Depth�in Trench Width�in <br /> Total Linea[Feet�ft Wumber of Trenches� Code Maximum Trench Uepth�in <br /> Contour Loading Rate�R Desi3ner's Max Trench Depth��in <br /> Bed Design Summary <br /> Absorption Area�� Med1a Betow Pipe�in Code Maximum Bed Depth�in <br /> Bed Width�ft Bed length�ft Designers Max Bed Depth�in <br />
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