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HomeMy WebLinkAboutIMPV-5-11-17892.TIF �1� Permit # EHPR-4-11-10663 CATAWBA COUNTY � �'� �'� Public Health Department Name Nelson and Donna Bi ers �] Address 4135 Barbrick St Sherrill's Ford U _�,,, f 'a�� ,, Environmental Health Division PIN# 4607 1 7 1 1 6627 PO Box 389, 100A Southwest Blvd, Newton NC 28658 j8 4 Z sM (828) 465-8270 Fax (828) 465-8276 TDD (828) 465-8200 Site Plan Improvement Permit � � L ! ��/' �/'ic..�G J+ � L P 1 a c��S I��c�� 135��-I� ('�P ,(` �� r no...�J �" a � � (-I � ^.,�. � �, l �� � � � T ^ � I�?C � s�' �'�a� v�. o � ; � � l�a .,..� � _� c� =• �� s -� �� r��.,d„ �� �– ` P o, � � � I n � . Zo✓llnq St.�'�cc.��• . � �s� �� J . � 1 . l�, � /1r�, .� S �' � � �( �, r � J- � � � � a F x. 2-g�z � o c d' � 5 ( c c v� � r � e_ {� � I° � � ��,o� i � � �° � /� :11 n � �X� V�� ���� � I�k. �c , r � Y s } �. .�n v� � ��ae�. .............. � — �� S��o��a��-�� � r "� a � `(�I �. �'a Q 2 r i S�'_ C �� �-°l�' � re, �o �,,.� � �� o�.�.. � 10 �� i,.� I L P{� �? � s{- r; I�� �-� �. � � o ✓�����J��S � > � �� � - / / �. � K � 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: EHPR 4-11-10663 Owner: Nelson and Donna Biqqers Applicant: Address: 4135 Barbrick St Date Evaluated: 5/9/2011 Proposed Facility: 2 BR home Design Flow (.1949) 240 Property Size: 1 Location of Site: Property Recorded: Water Supply: public [] Individual X Private Well [] Spring [] Other Evaluation Method: Post holes by o� X [] Cut Type of Wastewater: X Sewage [] Industrial Process [] Mixed P R , . o SOIL MORPHOL-OGY� b F , ' . .�9a� '- PROFILE FACTORS I .1940 • .1942 L, Landscape Horizon .1941 .1941 Soil .1943 .1956 .1944 Profile E Position/ Depth' St�ucture/ Cori§istence , Wetness/ ' Soil Sapro Restr Class #. Slope%_ _ (IN.)_ _ Textu�e _ _ Mineralogy Color , _ _ Depth (IN.): _ Class: _ . Horiz & LTAR 1 LL2% 0-48 SC SS,SP,SEXP, FR 48" .3 PS 2 3 Description Initial System Repair System Other Factors (.1946): Available Space (.1945) ps Soil Evaluation By: Jason Bovd System Type(s) IIIG Others Present: Site LTAR .3 Site Classification (.1948): PS Site Evaluation By: Jason Boyd Others Present: Sheet: COMMENTS: Existing well on property must be abdandoned prior to installation of repair FILE #: Landscaae 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 �„� ; L l� � 1 �'` • �`'�, '4-� , \ � � 1 '� � �I � 1 N�-,� � ��� � �-