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2011-00401 - new septic
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2985 Watertown Road - 04-117-23-21-0001
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2011-00401 - new septic
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Last modified
8/22/2023 5:08:19 PM
Creation date
7/24/2019 10:36:51 AM
Metadata
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Template:
x Address Old
House Number
2985
Street Name
Watertown
Street Type
Road
Address
2985 Watertown Rd
Document Type
Septic
PIN
0411723210001
Supplemental fields
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UNIVERSITY <br /> OF MINNESOTA OSTP Preliminary Evaluation Form <br /> 1.Contact Information v 11.05.31 <br /> Property Owner/Client: '�+ ,4tE 0 O Client Phone Number: <br /> Mailing Address <br /> Site Address <br /> Parcel 1.D. Township kRange ri 1W Section <br /> Date �' _ c}Ol� Township name — Legal Desc or Lal/Long <br /> Evaluation for system type ❑New Construction Replacement- Parcel dimensions <br /> 2. Flow Information <br /> Client-Provided Information <br /> Type(s)of use(all that apply) Residential ❑Commercial ❑Other Use(Specify) <br /> No.of bedrooms'(if applicable) �Y, <br /> 1 `J p)Unfinished space (ftNo.of residents in home Adults Children Teenagers [3Daycare <br /> Existing flow measurements s(If Yes,attach readidgss)^ 13 No <br /> (K..,�Garbage Disposal Water Softener' ❑Iron Filter- <br /> Water-using devices(check all that q�Dishwasher Sump Pump' Other(specify)apply) b Large Bathtub/Jami <br /> High Efficiency Furnace' <br /> ❑Laundry/Large Tub on 2nd Floor Hot Tub• Clear water source <br /> Water use concerns(check all that <br /> apply) ❑Faucet/Toilet ❑Multiple Loads of Laundry/Day ❑Long-Term Prescription Meds <br /> ❑In-Home Business ❑No Lint Screen ❑Use of Anti-Bacterial Soap [3 Frequent Entertaining of Out-of-Town Guests <br /> Any additional current or future uses on this parcel(specify) <br /> Any non-sewage discharges to system (specify) <br /> Sewage ejector or grinder pump in home P( .� Yes j ❑No <br /> I acknowledge the above is complete and accurate I (Client(s)signature and date) <br /> Designer-determined Flow Information <br /> A.Estimated Design Flow(gallons per day) <br /> Anticipated waste strength values: *Domestic ❑High Strength BOD: mg/L <br /> CBOD:E==mg/L (TSS):E==mg/L 0&G:[:=mg/L <br /> 3. Preliminary Site Information <br /> 8(1).Water supply wells)within 100 ft of absorption area ❑Yes No <br /> Wells)were located Direct Observation ❑County We((Index Maps ❑Personal Communication MN Unique Well Id N: <br /> Depth of well(s) I > 166 7ft Well casing depth(s)I > ift Source <br /> B(2).Site within 200 ft of noncommunity transient supply well ❑Yes NC-0 Source <br /> 8(3).Site within a drinking water supply management area ❑Yes ](No Source <br /> B(4).Location of all existing and proposed buildings and improvements on lot(see Site Evaluation map) <br /> B(5).Buried water supply pipes within 50 ft of proposed system WYes ❑No <br /> C.Location of all easements on lot(see Site Evaluation map) Source <br /> D.Elevation of ordinary high water level(OWHL)-MN DNR(if adjacent to parcel) --� <br /> E.Floodplain designation and flood elevation Source <br /> F.Determine property lines(see Site Evaluation map) ❑Survey ❑Plat Map Other <br /> Site located in a shoretand district/area ❑Yes ❑No <br /> G.Distance of setbacks Property Lines <br /> ❑OHWL ❑Easements Water Supply Pipes 'W'-ell(s) <br /> Other Buildings <br /> H.Soil Survey Information(from web soil survey) ❑Map Map Units on Parcel <br /> List landforms Slope Range <br /> Par nt materials-check all that apply Landscape Position(check all that apply) <br /> TiB ❑Outvash ❑Loess ❑Bedrock ❑Alluvium ❑Summit ❑Shoulder ❑Backstope ❑Foots lope ❑Toeslope <br /> ❑Colluvium ❑Lacustrine ❑Organic ❑Cut/Fill <br /> ❑Depression ❑stream 13 Terrace ❑Manmade ❑Plain <br /> Minimum bedrock depth:11 inches Minimum bedrock depth:❑inches <br /> Maximum bedrock depth:❑inches Maximum bedrock depth:[—]inches <br /> Map Unit Septic Tank Absorption Field-Trench(MN) <br /> Ratings Septic Tank Absorption Field-At-grade(MN) <br /> Septic Tank Absorption Field-Mound(MN) <br />
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