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2011-01487 (septic)
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Bayside Road - (AKA: Co. Rd. 84)
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4010 Bayside Road - 06-117-23-11-0007 - New PID
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4010 Bayside Rd - 06-117-23-11-0006 - Old PID
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Permits/Inspections
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2011-01487 (septic)
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Entry Properties
Last modified
8/22/2023 5:23:04 PM
Creation date
1/19/2016 1:25:00 PM
Metadata
Fields
Template:
x Address Old
House Number
4010
Street Name
Bayside
Street Type
Road
Address
4010 Bayside Rd
Document Type
Permits/Inspections
PIN
0611723110007
Supplemental fields
ProcessedPID
Updated
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LIN I V I�IZS ITY Onsite Sewage Treatment Program Soil Observation Log '� <br /> OF IVIINVESUTA _����- <br /> Client/Address: Legal Description/GPS: Date: <br /> j�0 �y.S��� �"T���l/ <br /> Soil Parent Material(s): Till Outwash Lacustrine Alluvium Loess Organic Matter Bedrock <br /> (circle all that apply) <br /> Landscape Position:Summit Shoulder Back/Side Slope Foot Slope Toe Slope Slope Shape: <br /> (circle one) <br /> Vegetation: Soil Survey Map Unit(s): Slope (%): <br /> Weather conditions/Time of Day: Observation#/Location/Method: � /��2"(� Elevation: 9�� <br /> Saturated Soil <br /> Depth(in) Texture Rock Matrix Mottle Redox Indicator(s) Structure Structure Consistence <br /> Frag% Color(s) Color(s) Kind(s) (see back) Shape Grade <br /> nu Weak Loose <br /> a <br /> COnCentf2tion5 B�� erat riable <br /> � —`n �l� � /C�L�� Depletions strong Firm <br /> r Prismatic <br /> SingleGrain �oose ExtremelyFirm <br /> Gleyed Massive Rigid <br /> ��� � Gra�nular Weak Loose <br /> /��/ y /�� n ration <br /> P�a Nfdderate Friable <br /> �-' L�� �j�� (�'�`� ��1� ! � !'-�/ ron <br /> 1� ep etions �� Loose remely Firm <br /> Gleyed SingleGrain Ri id <br /> Massive B <br /> Grenular Weak Loose <br /> ConCentratiOnS P�a� Moderate Friable <br /> B1ocky Strong Firm <br /> Depletions Prismatic Loose Extremely Firm <br /> Gle ed Single Grain <br /> Y Massive Rigid <br /> • Granular Weak Loose <br /> Concentrations P�a� Moderate Friable <br /> BI«ky Strong Firm <br /> Depletions Prismatic Loose Extremely Firm <br /> Y Single Grain <br /> Gle ed Massive Rigid <br /> Granular Weak Loose <br /> vlary Moderate Friable <br /> Concentrations Blocky <br /> Depletions Strong Firm <br /> ar�SR,ac�� <br /> . SingleGrain Loose ExtremelyFirm <br /> Gleyed Massive Rigid <br /> Granular Weak Loose <br /> P�a� Moderate Friable <br /> Concentrations g�ak� <br /> Depletions Strong Firm <br /> Prismatic <br /> Single Grein Loose Extremely Firm <br /> Gleyed Massive Rigid <br /> Comments: � r� �� <br /> �.,C <br /> Certlfled Statement:I hereby certffy that I have completed thls �n , /�� c�!'J�/� // / <br /> work In accordance wfth all appliwble ordinances,rules and laws. �< < <br /> (Designer) nature) (Ucense N� (Date) <br />
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