20210129 - ADI Response Map

o° eo (NOT TO I 8' CROSS SECTION
SCALE) ----------
i GRASSED BERM 6
/ /1 11" PER FT.:
/ ' / L--------------------12---J -----u 110 MINING
/ 32' a PIT
SUBJECT ?^ / \ 3:1
N £ o 'po / \ 1 \ +
AREA
c�N�i ,OtJP�G M / LOUISE NYE INMAN LAWSON a L-________
BJARDMAN ____ o4i Deed Book 733, Page 730 / \ \ o \ NOT TO SCALE 60'
`a-- ------ / Fourth Tract 1,°F m Z CITY UMITS
See Plot Book 39 - Page 89 [ \ oa W Z=.,
/ [ot 2 / [ot I \ w 3 PROPOSED RECLAIMATION — TYPICAL SECTION
LOCATION SKETCH / / \ \/ \ ° y BORROW PIT AREAS
LEGEND SURVEYED PROPERTY LINE / / / / RICHARD WAYNE INMAN ° v Natural
_ —PLOTTED PROPERTY LINES / Deed Book 1025, Page 932 \ a n \ Ground FROM 3-
DOCUMENTARY EVIDENCE
— - —CENTERLINE OF ROAD
— —ADJOINER PROPERTY LINE / House ,/ ,.'•, \ \ slope 2�
OML OLD MARKED PROPERTY LINE '�i --____-
IL PROPERTY LINE / �+ / \ Well 0 PERMIT BOUNDARAY AREA: 1
ECM EXISTING CONCRETE MARKER i �� Bed
R/W RIGHT OF WAY a'• .�o ,•' r slope
CENTER LINE J/�r}yv�� PROPOSED \ ,"`, 6 \ 1�15�536 . 30 sq. ft .
N/F NOW OR FORMERLY QIz� 1J / �, , • NOT TO SCALE
OPKN OLD PK NAIL /40 VEGETATION
^ S 34 . 7919 ACRES +/-
❑IR OLD IRON REBAR ,
Gip OLD IRON PIPE IFS • \ \ PROPOSED MINING MAP FOR
IPS IRON PIPE SET
LMS LINETWOOD TAKE
NITS NOT TO SCALE 0a��F PRINCE DEVELOPMENT
/ _� •�O
�/ Q� SAND PIT
N/F -
LOUISE NYE INMAN LAWSON/ OO '4 o°f
Deed Book 733, Page 730 �z�' �s�tr`,A 369 OLD BOARDMAN RD., EVERGREEN, N.C.
First Tract
CURRENT OWNER / APPLICANT, KEVIN MARK PRINCE
s2 * LOCATED WITHIN THE TOWN OF BOARDMAN, N.C.
0
e° ' ' ' ' ' ' s, \�� ' TATUM TOWNSHIP CULUMBUS COUNTY, N,C.
N \� SEPTEMBER 10, 2020 SCALE, 1' = 100'
w G °o' GRAPHIC SCALE
T BP? \ 100 50 0 100
0
. .'.'.'.'. .'.'.'. . .'.'.'. . . . . . . . . . . �ro6 , 0 1 ,REFERENCES et
. . . . . . . . ' " ' "o �9 DEED BOOK 1207 — PAGE 186
/ // ` 9© TJEFID BOOK 1207 — PAGE 150
107,566.42 sq.ft. ?� PID # 092795 & 021035
n!/' 2.47 AC.+/— ! 9 0 9
. . EXISTING SEDIMENT POND . . .'.'.'.'. .'.'. ? '•,I \2 GRAVEL CONSTRUCTION ENTRANCE/EXIT MAINTENANCE:
1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
X . . . . .\�\/ ' Rock Dam / 9 \ MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
% [See Detail]..... . . . . . . . . . . . . . . . . . . . . . . . . ; ' ,' \ 2. PERIODIC TOPDRESSING WITH 2" STONE.
/ , X9\ 3. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO
/ ' ' ' yp °(, \9 TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
'` Off, 0 4. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
79 SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
2 �
Q N �
OIL HAUL ROAD �� \ 06' MIN. 02-1"3JINCH STONE PLACED
roe°Q 12,932.77sq.ft. O \ THICKNESS ON FILTER FABRIC
/' 0.,'969 ACRES +/— �, \ TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE/EXIT
NOTE: SEE TYPICAL O
CK
SECTION HEREON FOR yob•: J \\
CONSTRUCTION AND -_;: '."•"•
°p� RECLAIMATION \.Bova PROPOSED BUFFER AREA: , \ GRAVEL/ROCK
w SLOPES.
,
429 161 . 69 sq . ft . ENTRANCE
p ' �p [See Detail]
9 . 8522 ACRES
SUNSET FARMS, INC. G k LAT & LONGS
Deed Book 971, Page 291 ,n A, •. �/ O \ 34°25'44,15' N
Existing •,s �� S 78056'57,95' W
p Office
�0(nJ� Q� Building °i 1
'O,i, a \!
9~ . . \\
po
3"-5"p CLASS B RIPRAP "9 x��F X \ B°. fr,0•
PROPOSED BORROW PIT AREA: 9
. . . . . . . . . .. .
------ A v 937, 1 99.83 sq .ft. 66d ?P�• \
21 .5151 ACRES
PLAN
r" , •• ss
COVERFALL 2
o
� yA
s \
SECTION A-A FILTER FABRIC OR G
RIPRAP APRON MAINTENANCE FILTER BLANKET 'P F-/-
1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY
AND AFTER SIGNIFICANT (% INCH OR GREATER)
RAINFALL EVENTS TO SEE IF ANY EROSION p '02ze,�%oAROUND OR BELOW THE RIPRAP HAS TAKEN J /"
PLACE OR IF STONES HAVE BEEN DISLODGED. ��GE o°
2.IMMEDIATELY MAKE ALL REPAIRS TO PREVENT '� c
FURTHER DAMAGE. �C����
RIPRAP APRON WITH PIPE OUTLET TO SFO� e�
EXISTING DITCH Nis QoS�a Q JAN 27 2021
NOTES: 6A redo LAND QUALITY
1. Temporary silt fence shall be installed prior to any grading work in the P O 'r 1ylINING PROGRAM �R
area to be protected. Fence shall be maintained throughout the p ..
construction period and removed in conjunction with the final grading Sin Q.� )w IZo z ti
and site stabilization.
2. Filter fabric shall meet state requirements. SEDIMENT/SETTLING POND — TYPICAL SECTION
3. Fence posts shall be either wood post with a minimum cross-sectional �� /
area of X 1.5" or o standard steel post.
4. When splices
are necessary make splice at post according to splice v'a J Natural
k
detail. Place the end post of the second fence inside the end post of Fyn `
the first fence. Rotate both posts together at least 180 degrees to F`\ ?s, Ground 3
create a tight seal with the fabric material. Cut the fabric near the ,!
bottom of the posts to accommodate the 6 inch flap. Then drive both 1' Water,
posts and bury the flap. Compact backfill well. �� P' N/F slope '2'
p SUNSET FARMS, INC.
Fasteners - Min. Deed Book 971, Page 291 1 Pond Bed
Max_ No. 10 Gage
5 a slope
-- - ' -- Wire Or 50 Lb
E Filter Fabric Post Spacing Rotate Posts NOT TO SCALE
Plastic Zip Ties Tnstaogethatieron
Before
w ._Direction Of Flow Min. 3 Per Post. Ill v
Undisturbed Firet %-`� PRELIMINARY
o a See No
Ground Line te 4 DATE SOLES & WALKER, P.A., P.L.S. PROJECT No,
n e Fenc Fenced
9/10/20 SURVEYING AND MAPPING 200709
104 COURTHOUSE SQUARE ram JOB No,
I Compacted - �� �,�" NOT FOR RECORDATION, 200709
WHITEVILLE, N,C, 2E1472
L6_1 Bockfill Second Past irst Post CONVEYANCES OR SALES SCALE, TEL/FAXi 910,642.2a72 DRAWING NU,
Min Is'un. o _
FABRIC ANCHOR DETAIL ELEVATION FogEmbWmmt CPIIf`l DETAIL-PLAN VIEW 1" 1 LICENSE NO. C-0490 P—