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 . ' �p L . � ._ N � �
�'v�bii.�'v�-o' � �I-�__ 3t-31°5� tq
��r-ONVO�m _ �'��"-�_'
JOitfiOfVe-(VI�Oi ^ W ' �-�-__��_- - -_�_�--��_�_�.�
otDQt7�1�1�N(V m v '��_--_�'
�
% � �
a � � t•
S 07`5 E 259.0 ? I ❑ 3 �� . 0 �
� � _ m`'
>'ww3u�wu�ww -r m --- �'o V a�o� � c
nb����b'cnb •,m m� �� �d � g�
V'0' I � ` d Q N �/
no'v,ioNi�c - � � � ��� �� o_
v:m��cv��n��N�o Z` o �
�. oo.o.o ° a> o� c� ��° ` � a a i io rn n- * .
����na�ocnro.- � i � m N� �
_zzzzzzv�m �
�� � �n � �
co v �n co � m rn ` � _ � I � ❑ �a _ N p�•OT03' W �270.73��� -- -
�� J_IJJJJJ �� �� � { 505'OEST'E 2726Y — `�'���� � __ �---
\ � 241.
� �� S OT31'33' E m c �.
�
m tQ `� 00 � m(° d' �� 3 m f
Q � � N �— c� v � � �� °' "' c� w
a ,o
o g �OO � ��� mv �m�m oi � � - � �
� m_� � �j X (6 - p� O o cG � o v.°�-,.' `.� � io °D �
3 m �'i� '� J �n r�'i � o r� t u� v$ m
N
a N m� �� � ; �� ' �
m
d �7noo � . �,
� o c� v o o .` ��VQ C' � — N Ot'S3'42' 293.25' s Z
w,° a m o ` ° o Q°or � Yd e 1 Ba.8�� � �
cQ m, JN15QO •W � e
, � �
m ` m m
� \ � m �'n Q
0 ��WLL( �,a d 3 \ � a�
W vvmv \ $ � �/{�s1 � � `�
VSb'o��" � \, a 8.l$ �, � °' ��
en
a o- i �: `°om'�" .4 , Z�/ � � $`o C� � � ��
o �.
s
m zzzv� O� r�N2 0 8, 8gg:_/' � � � U � �
a cv / 42 �� N �„ p � I o
a c� ch v �n � � ° o � o m � ��N2�� \u� �p � '�' c Z � � m
� �\2'm� � � � N �m �� = N �,°�
_1JJJ' � d \ O �L�a Y 4� N � � � � �� � �a�
- / c� � L v E c� �
� � Cn \ �� rl ❑ /�6 ��� p a�o N a �\°�c N � � V O� � � � � I�
� / E 1 � � o] � Q �2 O� � ri c� ° 1'�r
� � '�!�1fi '"� c � J N�O� Eo�� �<
1 S � 5 ., nf� �\ T� a� � C�O M� � m?i ro <
O � �s` tci�� �2 � W o �e ` � oo.- m Ev = 'm
� �'L � k.�'P9• `�o�. � �- a ��;� � Y �-`�, Q � � ��n
�..� - e � �\ � E ��'' � `" � 1
m o m � � `n �� � �
m Vv �j l
� � m J ` \ ' �/i �
� ' m o � 2 � 6 a j � . '
v � � \ � a ���0 %' � � � 1 �
N T � a �Nj � �v w� �'
c� . � c p� 'o a t
o 'a 'A/' O a � 1 p /
�t m m m V �i oi� d
� "" p �, O c ?� � o `° � �!�,`'
� � `� a ,� 1 = Y Z ! a m` ^ i ^` ' --
y , m .n � ,� �
wo `1 N� � � � 'S
r m
� U ' a °� _�=— �3.90_3E.LON � 1" J
m m S �
� � � �, j--�� �o; ¢�?����-- .os�s�� ---° m
�„ =U � ? �i ��' -- "" 5100. i m
� � � � � _� ' S 09' E � �
� t ` o ° � 1 Wdv��/` � \
�y z � o �
Td 0 �� , � •
� E� W ' �I fQ f6 O C �� \
�v] c�i O � I � m C V{�" J� ! N \\ .
? p� � N I .� � O� i; L1 lo \
�m � V M
� � � < m 3 . u�----- 253.81' ------�� o � ��� � \
°� z W a — N 00'4T22" W m� { i c`�a �� Y ��'+ �?r
� yL m N m �. ` Ot� �I �U �a �-�°•� ` �o
� � ` � Q i I--! y m � � � � m \�c
� m a � i Q� � < j m d o I N a t m � g�
� �� Z I �b� �O� �I�n IZ \
30 • .n �n�" a%G t—
o y � �� y o `�, Z �� ,�,
� m � � Y �. � �
� _ �, a �,___ _ , m
C c � u�i � , - � -- ' �S$ � - �� 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� � �
�