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HomeMy WebLinkAboutIMPV-5-11-18116.TIF �'1� 0 Permit # EHPR-4-11-10654 CATAW�A CO�TNTX �� ,� "= G Name Cind Hoffman 'Z Public Health Department Address 1119 Creekside Drive � �� ,,`� Environmental Health Division p�# 375016845127 PO Box 389, 100A Southwest Blvd, Newton NC 28658 1$ 2 sM (828) 465-8270 Fax (828) 46�-8276 TDD (828) 465-8200 Site Plan Improvement Pea-�it � � c� �6 Cr ,�5,�� Qr. y �, 135 �I�` — ° o b i � ' ^ S� I� ��� �� r��� � r �� �� � � � � . � � (� s �,s �-�,�, b�� �x �`� s,d�, , � ± � � �x ts����� .r �(�S o v .�-f- z ►��. ; � ;� � s Y st � � ,,� • p�M as� ��� 5�� laoMe �� �S'� � �v' t-J A �`" �9 ,�,�.�o , 1� � ��� .............. • I , C /.= x � S } �� {�/�„� ��� �.l � ` � (�t t �/1 � � � �N Y � �s �: �����— �- � ��>��Q�,�, L� 3 �j . � k � � P ��w.:-� �n53�ra -��r � S� or,����1 o� � �- � ; � s b � �.� � s -� � � � S � S-I-� ,.�. S� ,��. r w. . -�- I S � ° � � ° '�' t � s � c 1 l �-�' � � -� �pv �'�O S�S . � `'� � l' ��a (` l ^ �b 1 L . r S � r � ��' � � � v� . 't" w . � � � � (�e..� ., � � �� ,n � ' �' a � �1 S T � � � a—�- � � r� t7 � S �l s l '� � � ° �. l 0 (' �' � �� � � „� � �r � ^� � fi a �j � '+� Scale I ' 6 � Department of Environment, Health, and Natural Resources Sheet: Division of Environmental Health Property ID: On-site Wastewater Section Lot #: SOIL/SITE EVALUATIOM File #: for ON-SITE WASTEWATER SYSTEM AppID: EHPR 4-11-10654 Owner: Cindv Hoffman Applicant: Address: 1119 Creekside DR Date Evaluated: 5/13/11 and 5/17/11 Proposed Facility: 5 BR Home Design Flow (.1949) 600 Property Size: 1 Location of Site: Property Recorded: Water Supply: public [] Individual X Private Well [ j Spring [] Other Evaluation Method: Post holes plus . X [] Cut Type of Wastewater: X Sewage [] Industrial Process [] Mixed P - . R . . - , o SOIL MOR'PHOLOGY , b , : F � .�sa� _ _ _ PROFI_LE FACTORS - . I .1940 . , . .1942 L Landscape Horizon _1941 .1941, . Soil .1943 :1956 � .1944 Profile E Position/ Depth St�ucture/ Consistence Wetness/. Soil Sapro .Restr Class �#. _ _ Slope% (IN_) Texture , Mineralogy F ' Colo� __ .; _ pepth (I_N.) _ ,Class _ _ Horiz , & LTAR 1 LL6% 0-30" SCL SS,SP,SEXP, FR 30" .25 PS 30-48" SCL SS,SP,SEXP, FR chroma 2 or 1 2 same as #1 3 LL6% 0-24" SCL SS,SP,SEXP, FR chroma2 and 1 at 24" plus 24" .25 PS Description Initial System Repair System Other Factors (.1946): Available Space (.1945) PS PS Soil Evaluation By: Jason Bovd System Type(s) IIIB IVA Others Present: Site LTAR .25 .25 Site Classification (.1948): PS Site Evaluation By: Jason Boyd Others Present: Robbie Phelps Sheet: COMMENTS: Existing well on property must be abdandoned prior to installation of repair FILE #: Landscape 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 Lr��� J ��"- � /' �� ���� n ✓�� �1'�' � \ �-10JSti. t' -I� � f C � �'�� w ��I