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2016-01328 - septic
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215 Hollander Road - 25-118-23-44-0013
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2016-01328 - septic
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Entry Properties
Last modified
8/22/2023 4:16:20 PM
Creation date
2/22/2017 10:28:19 AM
Metadata
Fields
Template:
x Address Old
House Number
215
Street Name
Hollander
Street Type
Road
Address
215 Hollander Road
Document Type
Septic
PIN
2511823440013
Supplemental fields
ProcessedPID
Updated
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UNIVERSITY <br /> OF MINNESOTA OSTP Field Evaluation Form <br /> 1.ConWct Information Project ID: v 03.19.15 <br /> Property Owner/Client Thomas Clapp Client Phone Number: <br /> Address SAME <br /> Date 9/8/2016 Weather Conditions Ground moist <br /> 2. Utility and Structure information <br /> Utility Locations Identified ❑����e cau� � ❑�Y P^���� <br /> Property Lines ����and Approval by pieM ClienCs Approval(initial) <br /> ❑oecem��ed a,c�oc a,�o�ed <br /> ❑�� <br /> p a.o�ty ur,�s�yed <br /> Locate and Verify(see Site Evaluation map) <br /> ❑r Ebsting Buildrgs �ImprovemeMs ❑Easemer�s ❑Setbacks <br /> 3. Site Information <br /> Percent Slope 10 Slope Direction dowmslope <br /> Landscape Position tce slope Slope Shape concave <br /> Vegetation type(s) pasture <br /> Evidence of cut,fill,compacted or disturbed areas �Yes �No <br /> Discuss the flooding or run-on potential of site drainage comes from the north neigbor and crosses the property <br /> Identify benchmarks and elevations(Site Evaluation Map) 100.0 at base of Mail Box <br /> Proposed soil treatment area adequately protected Q ves �No <br /> 4. General Soils Information <br /> Original soils ❑Yes �No <br /> Type of observation �5oi1 P1O� ❑sai e�i�9 ❑5oii vit <br /> Number of soit observations �-3� <br /> Soil observations were conduded in the proposed system location 0 Yes ❑No <br /> A soit observation was made within the most limiting area of the proposed system �Y� ❑No. <br /> Soil boring log forms completed and attached ❑Y� ❑No <br /> Percolation tests performed,forms completed and attached ❑Y� ❑no <br /> 5. Phase I.Reporting Information <br /> Depth to standing water n/a inches Anticipated construction issues <br /> Flood elevation n/a feet Fill soils will need to be removed and replaced with washed sand <br /> Depth to bedrock n/a inches <br /> Depth to periodically saturated soil p inches <br /> Maximum depth of system 36 inchs of sand inches <br /> Elevation at system bottom 101.2 feet Differences between soil survey and field evaluation <br /> Percolation rete L min/inch Fill soils were placed over orginal soils <br /> Loading rate 1.2 gpd/ft2 <br /> Contour loading rete 1 Z... gpd/ft <br /> Site evaluation issues/comments <br /> i1 <br /> I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws. <br /> �..w� L'� �', .e ^� LCC.`1 � Y jt� <br /> � �— <br /> (Designer) (Signature) (License#) (Date) <br />
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