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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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Entry Properties
Last modified
8/22/2023 5:08:19 PM
Creation date
7/24/2019 10:36:51 AM
Metadata
Fields
Template:
x Address Old
House Number
2985
Street Name
Watertown
Street Type
Road
Address
2985 Watertown Rd
Document Type
Septic
PIN
0411723210001
Supplemental fields
ProcessedPID
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UNIVERSITY <br /> OF MINNESOTA OSTP Field Evaluation Form <br /> 1.Contact Information v 11.05.31 <br /> Property Owner/Client C' Client Phone Number: <br /> A dress <br /> Date Weather Conditions T ,✓2 A G { , <br /> 2. Utility and Structure Information <br /> Utility Locations Identified ❑Gopher State One Call# ❑Any Private Utilities <br /> Property Lines ADetermined and Approved By Client Client's Approval(initial) <br /> Determined But Not Approved <br /> ❑Approximate <br /> ❑Property Lines Surveyed <br /> Locate and Verify(see Site Evaluation map) <br /> Existing Buildings Wmprovements ❑Easements Pi(Setbacks <br /> 3. Site Information <br /> Percent Slope CSlope Direction <br /> Landscape Position Slope Shape <br /> Vegetation type(s) �S <br /> Evidence of cut,fill,compacted or disturbed areas ❑Yes No ❑Locate Areas on Site Evaluation Map <br /> Discuss the flooding or run-on potential of site <br /> Identify benchmarks and elevations(SWY/e <br /> valuation Mop) e <br /> Proposed soil treatment area adequately protected s ❑No <br /> 4. General Soils Information <br /> Original soils Yes ❑No <br /> Type of observation ❑Soil Probe Soil Boring ❑soil Pit <br /> Number of soil observations 9 <br /> Soil observations were conducted in the proposed system location oyes ❑No <br /> A soil observation was made within the most limitin area of the proposed system Yes 13 No <br /> Soil boring log forms completed and attached Yes ❑No <br /> Percolation tests performed,forms completed and attached V4es ❑No <br /> 5. Phase I.Reporting Information <br /> Depth to standing water inches Anticipated construction issues <br /> Flood elevation feet <br /> Depth to bedrock inches <br /> Depth to periodically saturated soil inches <br /> Maximum depth of system inches <br /> Elevation at system bottom feet Differences between soil survey and field evaluation <br /> Percolation rate ,�� 60 min/inch <br /> Loading rate IW-!�ti/ gpd/ft' <br /> Contour loading rate -A�A gpd/ft <br /> Site evaluation issues/comments <br /> I hereby certify that I have completed this work in accordance with all applicable dinances rules and laws. <br /> (Designer) e) <br /> (License#) / <br /> (Date) <br />
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