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IMPV-5-11-17549.TIF
i ��R��=11-1o4�1q �1����j ��n�vl s y � l - i �15� � q�1 / /� � � � � � m , . �"'°, � . � � � �� M �n� ,s' ��� A � r ��9�. w� � ����r� � � �•��`� � s is' ba,, I� �.,,r �> � L �' I� � � , (.��R���II ^ fv�l� • . �in�PV� Sy l 1- ��5�-� , �'��3� � � � g m � P' � 9 . �- �0 �° �' � � M rn �5' 40 ,�, 3&�.m cYr4;,�� w� � o �o 9 �� � ��� � o� s �...�. ba., I� c.a.r �, �Le �� Department of Environment, Health, and Natural Resources Sheet: Division of Environmental Health Property ID: On-site Wastewater Section Lot #: SOIL/SITE EVALUATION File #: EHPR-10419 for ON-SITE WASTEWATER SYSTEM AppID: Owner: Applicant: Address: Date Evaluated: Proposed Facility: Design Flow (.1949) Property Size: Location of Site: Property Recorded: Water Supply: [] Public [ x] Individual [ x] Well [] Spring [] Other Evaluation Method: [] Auger Boring [ x] Pit [] Cut Type of Wastewater: [ x] Sewage [] Industrial Process [] Mixed p , : , - ,. . e � , y f � � _w . . . , . , , . -�: , . , ,., R ' . - .. . . � _ - -- . , O . ' SOIL MORPHOLOGY �: . t b " F . ..�sa� � ` , _ �_ � PROFIL'_E FACTORS:. - __: . � . . - -- - i,. : .1940 . . : -. . _ • � • " ° :1942 . � ' , . .. .. . .� _ . L_ , " � Landscape Horizon ' � : -.1941 � ; .1'941 , , „ SoiJ .„ � ..1943 .1956 . �:. .1944 ' Profile � : � E� ,`. ' Position/ 1 Deptfi S4ructure/ :• � Consistence ;`� .•1Netness/,� Soil �'Sapro FRestr . Clas§' S� '#.: - , _ _Slope%, `_ .. (IN.) _ .__ Texture. -- � Mineraiogy,: _ `, : „ _ _, :_Golor � � Depth_(tN:) . . Class . � Horiz,.,. _ .:& Is 0-48 c,sbk SE,fr 15% 48 ps 1 .3 0-48 same as 1 48 ps .3 2 0-48 same as 1 48 ps .3 3 Description Initial System Repair System Other Factors (.1946): �s Available Space (.1945) ps ps Soil Evaluation By: Sbumqarner System Type(s) 50% 50% Others Present: Site LTAR .3 .3 Site Classification (.1948): �s Site Evaluation By: Sbumgarner Others Present: Sheet: COMMENTS: FILE #: Landscape Position Grou Texture .1955 LTAR Structure R-Ridge I S-Sand 1.2 - 0.8 SG-Single Grain SS-Shoulder Slope LS-Loamy Sand M-Massive LS-Linear Slope CR-Crumb FS-Foot Slope II SL-Sandy Loam 0.8 - 0.6 GR-Granular NS-Nose Slope L-Loam SBK-Subangular Blocky HS-Head Slope ABK-Angular Blocky CC-Concave Slope III SI-Silt 0.6 - 0.3 PL-Platy CV-Convex Slope SICL-Silty Clay PR-Prismatic T-Terrace Loam FP-Flood Plain CL-Clay Loam SCL-Sandy Clay Loam IV SC-Sandy Clay 0.4 - 0.1 SIC-Silty Clay GClay Consistence Consistence Mineraloqv Moist Wet SEXP-Slightly Expansive VFR-Very Friable NS-Non-Sticky EXP-Expansive FR-Friable SS-Slightly Sticky FI-Firm S-Sticky VFI-Very Firm VS-Very Sticky EFI-Extremely Firm NP-Non-Plastic SP-Slightly Plastic P-Plastic VP-Very Plastic Sketch of Soil Evaluation Locations ` I „ J,,�f/ �,��. � �� . � �� �� � � r ., - � � � � �