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HomeMy WebLinkAboutIMPV-3-11-16527.TIF ��A � CATAWBA COUNTY Permit # IMPV-3-11-16527 f�� �� '� Public Health Department Name Jason Gei er U ,, , �.,� ,,�; Environmental Health Division Address 21 17 KKS CT PO Box 389, 100A Southwest Blvd, Newton NC 28658 P�N# j$ 4'Z sM (828) 465-8270 Fax (828) 465-8276 TDD (828) 465-8200 SITE PLAN IP for storage building only, not for extension of house. �� I p , � , 5 `��,`� / �Z �.� �' ��� .�� �" �b� � �, bp � � � � O �� "e.. V 12 ,s�,a � l �'' ! u � � �f ����s �� �� Scale � � b � Department of Environment, Health, and Natural Resources Sheet: Division of Environmental Health Property ID: On-site Wastewater Section Lot #: SOIL/SITE EVALUATION File #: for ON-SITE WASTEWATER SYSTEM AppID: 9994 Owner: Jason Geiaer Applicant: Address: 2117 KKS Ct Date Evaivated: Proposed Facility: Design Flow (.1949) 360 Property Size: Location of Site: Property Recorded: Water Supply: [] Public (] Individual [] Well S rin [ ] p g [ ] Other Evaluation Method: [x ] Auger Boring [] Pit [] Cut Type of Wastewater: [] Sewage [] Industrial Process [] Mixed P R o SOIL MORPHOLOGY b F .1941 PROFILE FAGTORS I .1940 .1942 L Landscape Horizon .1941 .1941 Soil .1943 .1956 .1944 Profile E PositioN , Depth Structure/ Consistence Wetness/ Soil Sapro Restr Class # Slope% (IN.) Te�ure Mineralogy Color Depth (IN.) Class Horiz & LTAR 1 0-37 cl,sbk fr,ss,sp 37-48 scl,sbk fr,ss,sp 48 0.3 Description Initial System Repair System Other Factors (.1946): Available Space (.1945) s Soil Evaluation By: Robbie Phelqs System Type(s) 25% Others Present: Site LTAR 0.3 Site Classification (.1948): PS Site Evaluation By: Others Present: Sheet: COMMENTS: FILE #: Landscaae Position GrOUq 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 Mineraloav 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 1 � � ` � ��