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HomeMy WebLinkAboutIMPV-4-11-17361.TIF � CATAWBA COUNTY Permit # IMPV G Name Mark Umbar er �,� � Public Health Department Address 336 Meadowrid e Rd C �� `� Environmental Health Division v � PO Box 389, 100A Southwest Blvd, Newton NC 28658 P � # 1$ 42 sM (828) 465-8270 Fax (828) 465-8276 TDD (828) 465-8200 SITE PLAN � �,� ri� � � f ��� � � . L J� ���� ��Z � � ^ �v � 5 • �1 � r �o 1 � 6pI 2S � � � �/ a G � � � a e, � fQ� � 2 �(S �� �� �� � Scale � �• ( o V Department of Environment, Health, and Natural Resources Sheet: Division of Environmental Health Property ID: On-site Wastewater Section Lot #: SOIUSITE EVALUATION File #: for ON-SITE WASTEWATER SYSTEM AppID: 10561 Owner: Mark Umbarqer Applicant: Address: 336 Meadow Ridqe Dr Date Evaluated: Proposed Facility: 3br Design Flow (.1949) 360 Property Size: Location of Site: Property Recorded: Water Supply: [] Public [ x] Individual [ x] Well [] Spring [] Other Evaluation Method: [ x] Auger Boring [] Pit [] Cut Type of Wastewater: [ x] Sewage [] Industrial Process [] Mixed P R o SOIL MORPHOLOGY b F .1941 PROFILE FACTORS 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.) Texture Mineralogy Color Depth (IN.) Class Horiz & LTAR 1 0-36 cl,sbk fr,ss,sp 36 0.3 36-48 rocky Description Initial System Repair System Other Factors (.1946): Available Space (.1945) s Soil Evaluation By: Robbie Phelps System Type(s) 25% Others Present: Site LTAR 0.3 Site Classification (.1948): PS Site Evaluation By: Others Present: Sheet: COMMENTS: FILE #: Landscaae Position GrOUp 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 lJ � � � I^� w 1" �