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HomeMy WebLinkAboutIMPV-4-11-17110.TIF �� CATAWBA COUNTY Permit # IMPV-4-11-17110 � �' Name Clayton Homes � Public Health Department Address 6021 Little Mm Rd � ,�r '� Environmental Health Division `� '�� � PO Box 389, IOOA Southwest Blvd, Newton NC 28658 PIN# 1$ t��, sM (828) 465-8270 Fax (828) 46�-8276 TDD (828) 465-8200 SITE PLAN , � 7 � �C � ���� ,v ' , � <_ � � � � � � � �I Scale Department of Environment, Health, and Natural Resources Sheet: Division of Environmental Health Property ID: On-site Wastewater Section Lot #: 2 SOIL/SITE EVALUATION File #: for ON-SITE WASTEWATER SYSTEM AppID: 9772 Owner: Fave Brooks Applicant: Address: 6021 Little Mtn Rd Date Evaluated: Proposed Facility: 2br Design Flow (.1949) 240 Property Size: Location of Site: Property Recorded: Water Supply: [] Public [ x] Individual [ x] Well [] Spring [] Other Evaluation Method: [] Auger Boring [ x] Pit [] Cut Type of Wastewater: [ x] Sewage (] Industrial Process [] Mixed P; - � � � � �, � ���_ ����� � : R�` „y � � �, ; , _ � � - � :, � �r � �� , �, � ' "' ° "� � ,� ,: a c ��z— o � ., , ���� ° � �,,.'��� SOIL M(7RP�HOLOG�Y� � � �, ,�; b �� ����� � F� � .�1�sai �-� �. � , ���PROFIL'E FACTORS ���,. � ' ��� I � �. � ,194� � � �� „ :1942 r .;_ �;,; . � � �� � � ' �` � Landsca,pe � Hacizon 1941 .1541 , � � � � Soit 1943 � 1956 1944 ; ��� Profile �� � � E Pos�tionF �Depth� �Structure/ � � ��Consistence,. Wetnessl � 5oil'� � � Sapro � Restr ����� �� Class , : <_ � # ��-, ` SEope% - � . (IN�j� � ` Texture� � ,,.,;�' , :Mineralogy .,.; ; ; , ;, � Color ..� �r ..�.� �: Deptti�('IN.} �-Gtass r Honz�� ,�;� 8� LTAR " 1 0-48 cl,sbk fr,ss,sp 48 0.3 2 0-48 cl,sbk fr,ss,sp 48 0.3 Description Initial System Repair System Other Factors (.1946): Availabie Space (.1945) s Soil Evaluation By: Robbie Phelps System Type(s) 25% Others Present: Site LTAR 0.3 Site Classification (.1948): 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 MineraloqY 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 �� o`� C7 �� � � � � ���� 1230 Conover Blvd. West Conover, NC 28613 (�28) 465-3450 (828) 464-0261 (Fax) DATE 7`�� �/� TO �0����� `j� S FAX# FROM aN �c-���� # PAGES (including cover sheet) -� MESSAGE: � / � � /� � � � ' /-c � S' -e C �i� /vl �2 {�- S S G v •v � S (i/ U�- / S �� c—.,� � S a � c� � �. a,2 --� ��- ��s S 7 2�' �-e � . �� f �� Y : y � � m � �� p m tD C � 1" ' " � � �T ���� m I � , Q t 0 � � � � C V � � 7 H' O v ` � v m c�i a m �' G� � - N �CC V C C �! �I y . 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N \\ . ? p� � N I .� � O� i; L1 lo \ �m � V M � � � < m 3 . u�----- 253.81' ------�� o � ��� � \ °� z W a — N 00'4T22" W m� { i c`�a �� Y ��'+ �?r � yL m N m �. ` Ot� �I �U �a �-�°•� ` �o � � ` � Q i I--! y m � � � � m \�c � m a � i Q� � < j m d o I N a t m � g� � �� Z I �b� �O� �I�n IZ \ 30 • .n �n�" a%G t— o y � �� y o `�, Z �� ,�, � m � � Y �. � � � _ �, a �,___ _ , m C c � u�i � , - � -- ' �S$ � - �� m \ v ov m i -- --- - � .99'6 d � g� �, I �wa,os � ,� gti8b �S _- a" �� � �� � � � , " V m� _ ' W --- , � � � ` a �' � a Q � � - - - ----�-_ _ _ ' , _ p� �e��a8 ��no�lj j--- ..�... � o � o . � .�l � � o m - , ----- ` i .�,� > `o . r � r � ' , / � e 4�i mvn m /' � / / / t � ' i � V m W 0 � / Q � / � l � / O W � . / / aw � / , � // � ' °��" % �/ ; ; � �� �'"� / / 1 / � C� � / _-'J / / �� a �� oN �� � ' / � a � , r c — Q ��I�; � i� � Description for tr�e Vanderbilt Mort�aQe aald Finance Inc. - Septic Easei�ent An Easernent Area is reserved for the Septic DrainaQe and is described as follo�.vs; CommencinQ �t the �/� "Rebar, in the SE ed�e of the R/W far Little `�iountain Road. SR 1815, and graceedin� thence S 15°00'43 "E, a distance of 100.00' to the POINT OF �EG�NG; The Point af Begir,nin� being an unmarked point in tl�e division line for Lot 1 and Lot 2 as shown by the Vanderbilt Morttra�e and Finance, Inc. plat of A 1Vlinor Subditi�sion survey; thence runni�� 4 calls within tk:e Lot 1 area, N74°59'17"�, a distance of 4.00' to an u:�marked point; thence 2- S 15°00°43 "E, parallzllin� the aforementioned division line, a distance of 8927' to an unrnarked point; thencz 3- SO1 °�3'42"E, also paralieling the division line, a distance oY 100.46` to an unmarked paint; thence 4- S88°06' 18"�, a distance of 4.00' to to an ur�marked pouit in the z ot 1 and Lot 2 divi;ion I?ne; thence runnin� Z caIls witl� ihe division Iines, 1- NO1 °�3'42"�nT a dastance of 100.00` to an unr.lar4�ed point; thence 2- N15°00'43 "W, a distance af 88.81' to the POIlVT OF BEGINNING; Said described area beina 0.02 Acres (7�7.Q7 Square Feet), more or less as computed frorr� a c�rvey by Donald G. Bolick, i,-�688, 3/02/201 l. .�����('�' �� � �- n �('1 � 3 L`°�'`� � . � �o a� � � �