Loading...
HomeMy WebLinkAboutIMPV-6-11-18842.TIF �� CATAWBA COUNTY Permit # Auth � G Name G Shelton F., � Public Health Department Address 2147 Quarter Crest Dr C � Environmental Health Division v �� PO Box 389, 100A Southwest Blvd, Newton NC 28658 P � # I8 � 2 sM (828) 465-8270 F� (828) 465-8276 TDD (828) 465-8200 SITE PLAN i(o r �(J I � fL,� r ,y, � ✓'.� (,� � � , y �• l 0 S"0 l �-�vc.f; ,,h . .� � ? S � �o � � i � `� l� � p ' � 5 ��$ `�— � � � o '� � � � � -� ��` � ., ,, � � 1 �o � 6 . � •� , � �� 0 � ,� u�r � .� � o e ,�. ��' �,`� X ` �' U S�- ' 2'�- 6 � , 6 , � �o �o (� v a r�'s. r G rt t � v- Scale � ' � � 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: 11146 Owner: Garv Shelton Applicant: Address: 2147 Quarter Crest Dr Date Evaluated: Proposed Facility: 3br Design Flow (.1949) 360 Property Size: Location of Site: Property Recorded: Water Supply: [ x ] Public [ ] Individual [ ] Well ( ] Spring [ ] Other Evaluation Method: [] Auger Boring [ x] Pit [] Cut Type of Wastewater: [ x) Sewage [] Industrial Process [] Mixed P R 0 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 0-28 cl,sbk fr,ss,sp 28-48 scl,sbk fr,ss,sp 48 0.325 2 0-24 cl.sbk fr,ss,sp 24-48 scl,sbk fr,ss,sp 48 0.325 3 0-36 cl,sbk fr,ss,sp 36-48 scl,sbk fr,ss,sp 48 0.325 Description Initial System Repair System Other Factors (.1946): Available Space (.1945) s s Soil Evaluation By: Robbie Phelps System Type(s) 25% 50% Others Present: Site LTAR 0.325 0.325 Site Classification (.1948): PS Site Evaluation By: Others Present: Sheet: COMMENTS: FILE #: Landscaqe 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 � \� � � ""' V �