20210125 - ADI Response Maps

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SHEET # 1 OF 2
PROJECT #:PM823-15�-001
Z(ESIGN FILE #:PM823-15.dgn
CATEGORY
BOUNDARY AND PERMIT AREA
(INCLUDING HAUL ROAD)
PROPOSED MINE AREA
(EXCAVATION AREA)
PROPOSED SEDIMENT BASIN AREA
PROPOSED HAUL ROAD S. PROCESSING AREA
(FROM MINE TO MILLIS ROAD)
PROPOSED STOCKPILE AREAS
PROPOSED WASTE AREA
UNEXCAVATED BUFFER AREA
PROPOSED AFFECTED AREA
ACREAGE
4.99 AC
3.21 AC
0.00 AC
0.34 AC
0.14 AC
0.07 AC
1.23 AC
3.76 AC
NOTES:
1) THE PRIVATE WELLS WITHIN 500 FEET OF EXCAVATION
LIMITS ARE SHOWN ON MAP.,
2) PERMIT BOUNDARY IS LOCATED OUTSIDE FLOOD ZONE X
AS CLASSIFIED AND SHOWN ON FEMA MAP 3720632800J.
DATED 7/16/03.
3) ALL STRUCTURES WITHIN 300' OF THE MINING SITE AREA
SHOWN WITH THEIR PROPERTY OWNERS.
4) TEMPORARY STOCKPILES AND WASTEPILES SHALL BE
REMOVED PRIOR TO RECLAMATION. ROAD WAYS AND DITCHES
NOT WITHIN EXCAVATION AREA SHALL BE MAINTAINED AND
RETURNED TO EXISTING STATE.
5) EXPLOSIVES OR BLASTING ARE STRICTLY PROHIBITED ON
MINE SITE.
6) NO FUEL TANKS OR OTHER CHEMICAL REAGENTS SHALL BE
STORED ONSITE.
7) THERE ARE NO PROPOSED OR EXISTING BUILDINGS ON THE
PROPERTY TO BE MINED.
8) THERE ARE NO PROPOSED PROCESSING PLANTS.
9) SEE SHEET 2 FOR DETAILS AND ENLARGED MINING MAP.
NUR TH I
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\................
GARNER. WILLARD ETAL RICHARD
\I \ - - `� --__ \ �. NCPIN G32803400749000
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Ex. WELL
Ex. WELL_'
CARO////'
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=2: a SEAL
a 3737a
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1I Ij \OB.8G3 P.93
SILT FENCE ON BOTH SIDES OF
ENTRANCE TO PROTECT EX. DITCH
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JAN 2 5 1011
I
j LAND QUALITY
MINING PROGRAM.
LEGEND
DISTURBED AREA = 3.76 AC
404 WETLANDS
EX. HAUL ROAD
PROPMED.HAUL .ROAD
BUFFER LINE
SILT FENCE
FLOOD ZONES
EXISTING CONTOURS
REVISIONS:

• f`
0 0
CATEGORY
ACREAGE
BOUNDARY AND PERMIT AREA
4.99
AC
(INCLUDING HAUL ROAD)
PROPOSED MINE AREA
3.21
AC
(EXCAVATION AREA)
PROPOSED SEDIMENT BASIN AREA
0.00
AC
PROPOSED HAUL ROAD & PROCESSING AREA
0.34
AC
(FROM MINE TO MILLIS ROAD)
PROPOSED STOCKPILE AREAS
0.14
AC
PROPOSED WASTE AREA
0.07
AC
UNEXCAVATED BUFFER AREA
1.23
AC
PROPOSED AFFECTED AREA
3.76
AC
CHRONOLOGICAL SEOUENCE OF LAND DISTURBANCE ACTIVITY
1.) INSTALL STONE CONSTRUCTION ENTRANCE
2.) ESTABLISH BUFFERS
3.) CLEAR GRASSES AND STOCKPILE TOPSOIL
4.) EXCAVATE SAND MATERIAL
5.) TRUCK SAND MATERIAL OFFSITE
6.) RECLAIM MINE SITE
SEEDING SCHEDULE
SEED BED PREPARATION
LIME - -- ----------------------- 2 TONS/AC.
10-10-20------------------------- 1.000 LBS./AC
0-20-0----------------------------- 500 LBS./AC (AFTER SEEDING)
ASPHALT TACK -------------------- 200 GAL./TON OF MULCH
SEEDING MIXTURE
(FEBRUARY 1 -APRIL 30)
TALL FESCUE---------------------- 50 LBS./AC
PENSACOLA BAHIAGRASS--------- 10 LBS./AC
KOREAN OR KOBE LESPEDEZA (SCARIFIED)---50 LBS./AC
(MAY 1 -AUGUST 31)
TALL FESCUE--------------------- 50 LBS./AC
WEEPING LOVEGRASS------------ 5 LBS./AC
KOREAN OR KOBE LESPEDEZA(SCARIFIED) ---- 50 LBS./AC
BROWNTOP MILLET--------------- 25 LBS./AC
(SEPTEMBER 1 - JANUARY 31)
TALL FESCUE---------------------- 60 LBS./AC
KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)--- 60 LBS./AC
RYE (GRAIN)---------------------- 25 LBS./AC
FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC SERICEA LESPEDEZA
AND 15 LBS. WEEPING LOVEGRASS.
LANDSCAPING MIXTURE
(JANUARY 1 - MARCH 31)
COMMON BERMUDAGRASS (UNHULLED) ----- 20LBS. LBS./AC
(APRIL 1 - JULY 31)
COMMON BERMUDAGRASS (HULLED) -------- 12 LBS./AC
THERE IS NO PROPOSED DEWATERIiNG WITH THIS MINING OPERATION
- \ i
\.- - - - - -
NO ACTIVITY PROPOSED _. _. _.
IN THIS AREA `'� -• _ ---�
25' UNEXCAVATED BUFFER
v
-- - --- - -- NOTE:
STOCKPILE AND WASTE AREA MAY BE LOWERED AS
MINING OPERATION PROGRESSES.
NORTH
AREA SHOWN \
I
---------------
PERMIT '^ BOUNDARY �
I
I I STOCKPILE AREA
• I i I
/ G PROPOSED SILT FENCE
l I.I G I AROUND PERIMETER OF
?� STOCK 8 WASTE PILE T
\• �• WASTE AREA PROPOSED HAUL ROAD
( I
G \ I LIMIT OF EXCAVATION/ I 50'X54') -� - •�
= 1 ' 3.21 ACRES 1
\ \ o
_404 WETLANDSRECLAMATION AREA . \ _ ,`----,��� �� I 1 r o o
1
EXISTNG
LIDE
/' __ \A ` I l ��� / I` � SHALL I HAVEDI STONETCHS CHEECKHAUL DAMSROAD EVERY
200' AND TIE INTO MINING OPERATION
TO PREVENT SEDIMENT FROM LEAVING
THE SITE.
EXISTINGHAUL ROAD -----
!�
TO BE REMOVED
\."
F
I
KEY MAP
NO ACTIVITY PROPOSED
IN THIS AREA
I �°h EXISTING HAUL ROAD
L _ v /°\\ �� 0�PERMIT BOUNDARY
SILT FENCE
,
w
z
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}
25' BUFFER
Iw
MAX.
SIDE SLOPE = 3:1
OR GREATER
ao
RECLAIMATION POND
EXISTING GRADE
a
WATER LEVEL - -
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Topsoil
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RECLAMATION X-SECTION
N.T.S.
SCHEDULE SEEDING
w
a
FINAL DITCH STABILIZATION DETAIL
N.T.S.
SHEET # 2 OF 2
PROJECT #:PM823-15'-001
DESIGN FILE 4:-rM623-15.dgn
---- ----- - - - - --
I 1 � �
• ""�•�{•• 25'
/ !•.� UNEXCAVAi
ED/UNDISTURD BUFFER I 1 j � �� ~•"``d�r?'r
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-
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ISO l _77- i% I
_ VARIABLE UNEXCAVA7
\ v \_ ` I J I I 1` - I i ) -J ED/UNDISTURBED BUFFER
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12 GAUGE WIRE.
MINIMUM
FILTER FABRIC
NCDOT 1056
TYPE 3. CLASS B
COMPACTED FILL
NATURAL SURFACE
S\�E S`OQE
� MaX
WITH�SEEDON�ONOVER
OVERBURDEN RECLAMATION AND TEMPORARY BERM DETAIL
N.T.S.
NOTE: RECLAIM MINED AREAS CONCURRENTLY WITH MINING OPERATIONS.
EMBANKMENTS ARE TO BE SLOPED AND SEEDED WHEN MINING
OPERATIONS ARE DISCONTINUED FOR 15 DAYS OR MORE IN ANY
PARTICULAR AREA.
10' MAX. WITH WIRE
6' MAX WITHOUT WIRE
FILTER
R FABRIC
SILT FENCE DETAIL
SCALE: NOT TO SCALE
NOTES:
1. USE WIRE A MINIMUM OF 32" IN WIDTH, AND A MINIMUM OF
6 LINE WIRES WITH 12" STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN
AOEOUATELY TO THE WIRES.
3. PROVIDE 5' STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE.
4. USE 6" POST WITH 3" DIAMETER.
EXISTING GRADE
"'. SLOPE X-SECTION
S.
STONE CONSTRUCTION ENTRANCE
SCALE: NOT TO SCALE
OF EXISTING
L ROAD
+r:,,.0 i 404 WETLANDS
NOTES: P7+���F i'h]
1) THE PRIVATE WELLS WITHIN 500 FEET OF EXCAVATION S5'-LViyti4a.�1'! EX. HAUL ROAD
LIMITS ARE SHOWN ON MAP.
2) PERMIT BOUNDARY IS LOCATED OUTSIDE FLOOD ZONE X
AS CLASSIFIED AND SHOWN ON FEMA MAP 3720632800J. PROPOSED HAUL ROAD
DATED 7/16/03. rMT
3) ALL STRUCTURES WITHIN 300' OF THE MINING SITE AREA
SHOWN WITH THEIR PROPERTY OWNERS. - - - BUFFER LINE
4) TEMPORARY STOCKPILES AND WASTEPILES SHALL BE —SF- SILT FENCE
REMOVED PRIOR TO RECLAMATION. ROAD WAYS AND DITCHES
NOT WITHIN EXCAVATION AREA SHALL BE MAINTAINED AND ---•- FLOOD ZONES
RETURNED TO EXISTING STATE. - - 20- - EXISTING CONTOURS
5) EXPLOSIVES OR BLASTING ARE STRICTLY PROHIBITED ON
MINE SITE.
6) NO FUEL TANKS OR OTHER CHEMICAL REAGENTS SHALL BE
STORED ONSITE.
7) THERE ARE NO PROPOSED OR EXISTING BUILDINGS ON THE
PROPERTY TO BE MINED. REVISIONS'
8) THERE ARE NO PROPOSED PROCESSING PLANTS.
Na BY I DATE DESCRIPTION
C\ECE
I CMC I/18/21 PER DEMLR
JAN 2 5
LAND Q[
MINING MAP W/ AERIAL
SIMPSON HOCUTT MINE
1690 ROBERTS ROAD
NEWPORT TWSP., CARTERET COUNTY, NORTH CAROLINA
CLIENT: THOMAS SIMPSON CONSTRUCTION. DESIGNED:
INC. CMC
��1111L11// ADDRESS: 1507 LIVE OAK STREET DRAWN:
� CARO,//ice BEAUFORT, NC 28512 CMC
A�' ssi' ���'' CHECKED:
,o `o`` ° -7 % PHONE: [phone] CMC
=z SEAS =
3i37fl .w- THE CULILIPHER G]E OUP,]P.A. APPROVED:
ENGINEERING & SURVEYING SERVICES CMC
FyG1A�� Q-ZZ' 151A HIGHWAY 24
'� 9Q ... . �MOREHEAD CITY, N.C. 28557 DATE:
//i /pglM'C\\��� (?�'� )�77/-0090ENSE N �qq LI 0. C-4482 1 2/31 /2020
I /fill —-�1 ,,'.�� __ SCALE:
i CHARLES M.CULLIPHER P.E. 1 "=50'

x
0
Z
oLVo
404 WETLAND CALLS
FROM
97
TO
98.
N
78
26
42
E.
15.71
FROM
98
TO
99.
S
29
36
16
E.
18.55
FROM
99
TO
100,
S
51
24
21
E.
23.63
FROM
100
TO
101,
S
31
33
11
E.
26.70
FROM
101
TO
102.
S
30
59
51
E.
15.17
FROM
102
TO
103.
S
47
32
25
E.
29.39
FROM
103
TO
104,
S
51
09
34
E.
23.19
FROM
104
TO
105,
S
54
29
46
E.
18.31
FROM
105
TO
106,
N
88
14
18
E.
20.99
FROM
106
TO
107.
N
45
58
18
E.
55.82
FROM
107
TO
108.
N
89
55
23
E.
35.42
FROM
108
TO
109.
N
76
31
53
E.
19.56
FROM
109
TO
110.
N
62
01
47
E.
44.26
FROM
110
TO
111,
N
74
57
23
E.
41.88
FROM
ill
TO
114,
N
65
37
00
E.
16.31
FROM
114
TO
115.
S
75
45
33
E.
22.23
FROM
115
TO
116.
S
75
04
33
E.
35.68
FROM
116
TO
117,
S
42
47
54
E.
46.39
FROM
117
TO
118,
S
35
57
24
E.
71.80
FROM
118
TO
119.
S
48
55
29
E.
38.35
FROM
119
TO
130.
S
72
57
58
E.
46.39
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF
THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS A CHANCE IN THE LAW OR OUR PUBLISHED
REGULATIONS. THIS DETERMINATION OF SECTION 404 JURISDICTION MAY
BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS FROM
THIS DATE. THE UNDERSIGNED COMPLETED THIS DETERMINATION UTILIZING
THE APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 U.S. ARMY CORPS
OF ENGINEERS WETLANDS DELINEATION MANUAL.33 C.F.R. PART 328 AND OTHER
U.S. ARMY CORPS OF ENGINEERS GUIDANCE.
REGULATORY OFFICIAL:
CHARLES.THOM Digitally signed by
CHARLES.THOMAS.P.1288547196
TITLE: 885471 96 Date. 2021.01.15 10:00:34 -05'00'
5/2018
DATE:
SAW-2018-01035
USACE ACTION ID NO:
LEGEND
EIR EXISTING IRON ROD
EIP EXISTING IRON PIPE
EPK EXISTING PK NAIL
ECM EXISTING CONC. MON.
ERRS EXISTING R/R SPIKE
SIR SET IRON ROD
CP CALCULATED POINT
MHW MEAN HIGH WATER
N/F NOW OR FORMERLY
M8 MAP BOOK
DB DEED
PG PACE BOOK
PP POWER POLE
LP LIGHT POLE
DE OVERHEAD ELECTRIC
ELEC ELECTRICAL PEDESTAL
TRANS ELEC. TRANSFORMER
TV CABLEfTTVEPEDESTALL
WM WATER METER
CO CLEAN OUT
K* In
NEWPORT
RIVER
CP K KK - K �
�- K� K-K w KK
1
KK 0- K K �
n
K KK KKK KK1
KK KK 404 WETLANDS K K
0'K KIH
^� KK KK KK KKK KK K K K KK K- KK K K-K W KK K
ti K{ IN K K1
K KKKKKK ,
�KKKKKKKKKK KK j KK 1
KK
N/F DALE ELLIOTT . KK KK KK KK K K K K K K KK K',D.B. 1PG. 119 998 V li L
NCPIN 632 632803226899000 1
99 f\ I� II\LC
KK KW K0 � K
10 K
101 itt 1 11 116 �. 1
� 110 K
0 K k
' 107 108 09 1 7
j^ 10410 106
UPLANDS 118 KK�K K
�i M�
AIM 119 130
Di WOODED 1
00.
10
LIJ 1 I La
j 1C
CM �m
m �
0
m 1
o �
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WOODED 1
-----T� EIP 1
0 1
i 23
aA
r- 711IS AREA NOT of
i
r -' --- -- o EVALUATED FOR � •
! N062t20�1-71 ----- Z EIP WETLANDS
1
El �S
i 22 i ,3° .
i
j- ------
--- - E I /� 1
0 1
i 20 i /38 1> ,
---- 9 1
-----------
18 ,Q� CLEARED
N/F JEFFREY DOOLITTLE
D.B. 1602 PG. 386
NCPIN 632803326666000
! -------------------- S82029'08" 1
i + -- -7_86 E
IP
14 1
j w 1
BCD 1
cD
j o 0 1
12 I` •-- 1
1 - - Z l
E I THIS AREA NOT 1
APPROX. CENTERLINE EVALUATED FOR
OF HAUL ROAD I1v
co to
o
I! 10 WOODED
_ cyl
c
j ------------------
8 1
j 1
® j N/F NANCY G. MOORE 1 r °2
D.B. 624 PG. 219 N O
�y ! 6 NCPIN 632803311439000 N/F RICH�RD A. HOCUTT 1 `Z
NN IP DNCP1N4632801 03312580000 EI
! �J r----------- ° AZ A N
------- N84047' 13"WS6A g 51 `t
W IR z
® �
TANGLEWOOD ACRES coi j M.B. 11 PG. 67 CLEARED 3 i A 0
i 3 0')Ln
4 r ,
° 1 O i � 0
i o r o
j i 1 Z o CV
N84°20'35"W O
170.00 N84°20'35" 0
EIP BEN R 125.29 W EI
191!
T ER .�; F 26 S89° 07' 00 W .8 ,87
EIP
RDA o a N84008 54 ..W----.--_---- �/qj 100 50 0 100
- `may® �• 1
RC4D - Y
WA vmlll��
- SCALE: 1" = 100'
OF THIS PLAT: THAT THE RATIO
CALCULATED IS is 10.000+1 THt
THE REQUIREMENTS OF THE STANL
SURVEYING IN NORTH CAROLINA(2
THIS 6TH DAY OF JANUARY. 2021
Pt76FE55TOfAl: CAFE-S
L-3407
CI`CERSE-RuPBER--
LAKE•
?IPTION
7ROMES
FACE
fSFOR LAND
NINE
MILE
ROAD
. OE
FOOT
F 00 T
ROAD
NEWPORT
RIVER
SITE
ROBERTS
A,3AL
VICINITY MAP N.T.S.
NOTES:
1) THIS SURVEY IS OF AN EXISTING PARCEL OF LAND.
2) THIS MAP IS NOT FOR RECORDING.
3) AREA BY COORDINATES.
4) TRACT AREA = 28.65 ACRES
5) 404 WETLANDS AREA = 6.04 ACRES.
6) NO SURVEYING ALONG NEWPORT RIVER.
JAN 2 5 ZOZI
LAND QUALITY
MINING PROGW, REVISIONS:
o. BY DATE
REFERENCES:
OWNER: N/F RICHARD HOCUTT
D.B. 1273 PG. 460
NCPIN 632803322367000
ADDRESS: 1690 ROBERTS ROAD
DESCRIPTION
SIMPSON - HOCUTT MINE
CLIENT: THOMAS SIMPSON
CONSTRUCTION, INC.
ADDRESS: 1507 LIVE OAK STREET
BEAUFORT, NC 28512
PHONE: [phone]
151-A NC HIGHWAY 24
MOREHEAD CITY, NC 28557
[phone]
E. GLENN CORBETT. P.
CH 11/29/18
CH 11/30/18
DRAWN:
EGC
APPROVED:
C-4482 EGC
DATE:
01/06/21
SCALE:
1 " = inn'