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2013-01222 - new septic
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180 Kintyre Lane - 32-118-23-43-0018
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2013-01222 - new septic
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Last modified
8/22/2023 4:41:57 PM
Creation date
4/12/2017 12:22:40 PM
Metadata
Fields
Template:
x Address Old
House Number
180
Street Name
Kintyre
Street Type
Lane
Address
180 Kintyre Lane
Document Type
Septic
PIN
3211823430018
Supplemental fields
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�UNIVERSITY Onsite Sewage Treatment Program Soil Boring Log <br /> OF MINNESOTA ,�� <br /> Client/Address: Legal Description/GPS: Date: � /�/� <br /> �r�>, <br /> 1 8 0 K i n t y r e L a n e, O r o n o, M N 5 5 3 9 1 <br /> Soil Parent Material(s): ill Outwash Lacustrine Alluvium Loess Organfc Matter Bedrock <br /> (circle all that apply) <br /> Landscape Position: Summit Shoulder ack/Side Slo e Foot Slope . Toe Slope Slope Shape: . <br /> (circle one). <br /> Vegetation: �.���,�. 5oil Survey Map Unit(s): Slope(%): ��o <br /> � z ��z / <br /> Weather conditions/1�me of Day: �,,,r /�rYj'" Elevation: <br /> Saturateri Soil <br /> Depth(ip) Texture Matrix Mottle Redox Indicator(s) I--------------�tructure-------------I <br /> Color(s Color(s Kind(s) see back Sha e Grade Consistence <br /> Coarse � u ar Weak Loose <br /> � `D�.� � /Dyr � Concentrations Biocky -;�r�� e <br /> / Depletions Pr;smatic ong . <br /> � �� Gleyed single crain L°°se Extremely Fam <br /> Massive ��d <br /> �J� � �j Granulaz Weak Loose <br /> ,,�iv/ �/4y f/� f, y Concentrations P�e�' o ra �p�ble <br /> / � � Depletions p"� Strong CFt� <br /> ,/� ��GI� Gleyed Singie Grain �se Ex�emely Firm <br /> �� Massive Rigid <br /> �J /� � �� G Granular Weak Loose <br /> /" � �! Q once`�'ntrati P� F' 1e <br /> /�' � ��fj^ � /Oy� �� Dep e�ons Prismacic Suo� / <br /> / ��li Gc� 'J fy y, Gleyed Single Grain �se ` x�t�remely Firm <br /> �� /� " Massive ���d <br /> Granular Weak Loose <br /> Concentrations P��' Moderate Friable <br /> alocl.y <br /> Deplerions ��� Strong Firm <br /> Gleyed Single Grain Loose Extremely Firm <br /> Massive ��d <br /> � Granulaz Weak Loose <br /> Concentrations P��' Modente Friabte <br /> Depletions BPr;sm�atic � Strong Firm <br /> Gleyed Single Grain �se Extremely Firm <br /> Massive Rigid <br /> Granular Weak Loose <br /> Concentrations P�a�' M�derate Friable <br /> Depletions BPriscin ic S�ong Firm <br /> Gleyed Singte Grain LOO� Extremely Firm <br /> Massive �g�d ` <br /> Comments/Certified Statement:I hereby certify that I have completed this work in acwrdance wkh all appiicable ordtnances,rules and laws. � <br />
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