52-16 - Scott Farm Road Mine Map 20210104

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MINE PERMIT APPLICATION
SCOTT FARM ROAD MINE
TIM MORTON TRUCKING., LLC
JONES COUNTY., NORTH CAROLINA
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LIST OF DRAWING
DRAWING
NO. TITLE
COVERSHEET
1. EXISTING SITE CONDITIONS
2. gASIL1, b
3. MINE DEVELOMENT PLAN
4. RECLAMATION PLAN
S. CROSS SECTIONS & DETAILS
NOTES:
1.
2.
3.
4.
S.
S 6.
A
TOPOGRAPHIC INFORMATION, ',HOODS LINE, CONTOURS AND PROPERTY
BOUNDARIES TAKEN FROM "AS -BUILT SURVEY, SCOTT FARM" PREPARED BY
BALFOUR BEATTY INFRASTRUCTURE, INC., DATED 6/18/20.
PROJECT AREA HAS BEEN PREVIOUSLY DEVELOPED AS AN NCDOT BORROW
PIT AREA, DEVELOPED BY BALFOUR BEATTY INFRASTRUCTURE, INC. TIP
PROJECT R-2514B.
TOPOGRAPHIC INFORMATION SHOWN DEPICTS SITE CONDITIONS FOLLOWING
NCDOT PROJECT BORROW ACTIVITIES.
DELINEATION OF WETLAND LIMITS PROVIDED BY HAL OWEN & ASSOCIATES,
INC. ON BEHALF OF BALFOUR BEATTY INFRASTRUCTURE, INC., MAY 12, 2017.
STORM WATER / INFILTRATION BASIN WILL BE CONSTRUCTED FIRST TO ELEV
0.0 MSL.
PERIMETER DITCHES WILL BE CONSTRUCTED FOLLOWING COMPLETION OF
STORM WATER / DEWATERING INFILTRATION BASIN.
SILT FENCE WILL BE INSTALLED ALONG THE OUTSIDE LIMITS OF PERIMETER
DITCHES AND ALONG TOE OF SLOPE OF SOUTH DEWATERING BASIN BERM.
PROPERTY INFORMATION:
Owner: Anita M. Scott
Deed Book: 407
Deed Book Page: 455
Jones County'PfN: 54378884950()
Acreage: 144.57 Acres
Address: 6763 HWY 17
New Bern, NC 28562
Current Zoning: Not Zoned
Utilities: Electric, Water
JONES COUNTY ROAD MAP '
L F
MINE INFORMATION:
MINE PERMIT BOUNDARY = 32.3 AC
MINING BOUNDARY = 16.7 AC
ACCESS. ROAD = 03 AC
SE BERM =0.2AC
ACTIVE AREA = 17.4 AC
THIS PLAN IS FOR PERMITTING PURPOSES
ONLY IN ACCORDANCE WITH NC GENERAL
STATUTES AND NCDEQ DEMLR. THIS PLAN
IS NOT RELEASED FOR CONSTRUCTION.
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Engineer/Designer:
Wlsiela
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Fort VIX. SC 2970R
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NC CERTIFICATION P-1974
Client:
TIM MORTON TRUCKING, LLC
121 GARNET LN.
JACKSONVILLE, NC 28546
PLAN DEVELOPMENT PHASE:
DRAFT: _
CLIENT REVIEW: _
PERMITTING:
APPROVED:
RELEASE FOR
CONSTRUCTION:
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RECEIVED REV. NO. DATE BY:
JAN 0 4 2021
LAND QUALITY
MINING PROGRAM
FILE:
SCALE:
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DATE:
DRAWING NO.
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REV. NO.
SHEET 0 OF 5

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� � � < �_ ♦ � Engineer/Designer:
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WETLANDS ��� t �._? \ V PROPERTY BOUNDARY WETLANDS �i/��/ a„suil�,zrLL
SCALED � -�. �(MINE PERMIT BOUNDARY) SCALED 1,EGEND: E,1�11Cvlmg;PeM2_�W& c1171pf=],ice
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ll" I ` , NC CERTIFICATION P-1974
j a \ �� f EXISTING CONTOUR 10-FT Client:
397393 ; ; 98 PROPOSED CONTOUR 2-FT
MINE PERMIT BOUNDARY
tJ" E A36 Et ' 3e PROPOSED CONTOUR 10-FT TIM MORTON TRUCKING, LLC
!i �" ' %
♦ �� '
"j E �� 121 GARNET LN.
` \ �\ ! AS WETLAND FLAG NUMBER JACKSONVILLE, NC 28546
' ' WETLAND LIMITS
EXISTING WOOD LINE PLAN DEVELOPMENT PHASE:
�� ;A35 , T 50-FT BUFFER FROM DRAFT:
, ' , PROPERTY BOUNDARY WETLANDS
j ♦ � � � � CLIENT REVIEW:
4 % \` f ' CREEK PERMITTING:
AL 85-FT MINIMUM # � d, A34 ♦ ` � \ F � C1 Vv �` . • • ■uuu■ WETLAND BUFFER APPROVED:
y / ` ` ` ' , - _ - RELEASE FOR
A33 � EATH E RLY � �- — � � � � PROPERTY BOUNDARY CONSTRUCTION:
BUFFER FROM WETLANDS �� �� 60-FT R W AD1/1737 PROPERTY BUFFER
100-YR FLOOD PLAIN
SCOTT ;
407/455 J
r,`� �� SCOTT FARM RI)
$ A31 ,'�\ \` GRAVEL ROAD BARN41
NOTES: Q
TOPOGRAPHIC INFORMATION, WOODS LINE, z
__ ,►
STREAM HEAD , �� ' \ _ ; FROM "AS -BUILT SURVEY, SCOTT FARM" PREPARED W
i
A30 �.' *44 PROPERTY BOUNDARY BY BALFOUR BEATTY INFRASTRUCTURE, INC., DATED E�
k'
/ /
\
I� (MINE PERMIT BOUNDARY) 6 18 20. cn
% \ 2. PROJECT AREA HAS BEEN PREVIOUSLY DEVELOPED
A29 �.`), ) / `. �� \ AS AN NCDOT BORROW PIT AREA DEVELOPED BY w w
WETLANDS Z Z
SCALED BALFOUR BEATTY INFRASTRUCTURE, INC. TIP 41 �, z
WETLANDS ` �� z
� � � ���-� ` \`'a ' PROJECT R-2514B. c/� w �
/ 'A28 f 1�� `� 17 t" �' * H H
SCALED j �` �� �� . \ f ,� 3. TOPOGRAPHIC INFORMATION SHOWN DEPICTS SITE W w
i F ` ♦� ,,' r `` f CONDITIONS FOLLOWING NCDOT PROJECT BORROW W 0 0
Of Ir-
a_
ACTIVITIES. °
4. DELINEATION OF WETLAND LIMITS PROVIDED BY
HAL OWEN & ASSOCIATES, INC. ON BEHALF OF
o` 50-FT PROPERTY BUFFER k BALFOUR BEATTY INFRASTRUCTURE, INC., MAY 12, -
i
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E �� ��, - `�. /, S. NO PRIVATE RESIDENCES ARE LOCATED WITHIN 300 Z o a
E E FEET OF MINING BOUNDARY.
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PROPERTY BOUNDARY E H E E �'�< F A �2 �� EXISITING GRAVEL DRIVE D�F o F e I 6. 100=YR FLOOD ELEVATION IS 8.0 MSL WITHIN LIMITS " x
(MINE PERMIT BOUNDARY) AREA PREVIOUSLY USED ! TO SCOTT RESIDENCE D3 Z . OF WETLANDS; FEMA FIRM MAP 3720543700J;
E F E E E F E E\t1i . 2 AS NCDOT BORROW PIT '�`D4 `"k - - _ ��� E EFFECTIVE DATE 7/2/2004. z H
E A E F +\ 1
E E E A20
—'50-FT BUFFER FROM
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F + E E . E A19 - \\. PRIVATE DRIVE I o �, o- o
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/� E E �► " WETLANDS E
SCALED /
A16
�� h SCOTT ,< J
A15 ei / t 407/455
Surface Water Classifications:SCOTT
Stream Index: 27-101-30 `�- \ � , o PROPERTY BOUNDARY RESIDENCE i�r, PROPERTY I�
t
Stream Name: Scott Creek a INFORMATION: (SEAL)
85-FT MINIMUM 4 Owner: Anita M. Scott REV. NO. DATE BY:
Description: From source to Trent River2� �:; t ;% (MINE PERMIT BOUNDARY) i %
Classification: C;Sw,NSW BUFFER FROM WETLANDS t A D :• ° Deed Book: 407
- '" a
Date of Class.: April 30, 1988 `� `\ E kDeed Book Page: 455
,� -ti.�,
g:�-" �` t� r '� � '' r
River Basin: Neuse F E 0`@ j/ WETLANDS r Jones County PIN: 543788849500
$ / Acreage: 144.57 Acres
y SCALE, �� Address: 6763 HWY 17 PROJECT No.: D
k k � • f� New Bern, NC 28562 FILE:
x SCOTT CREEK k E �� �6 q / pf "` Current Zoning: Not Zoned
(TAKEN FROM SOILS MAP) K'"~` _ /." tio' - _ - u��, Utilities: Electric, Water N scALE:
_ _ �_
o L- \r DATE:
100-YR FLOODPLAIN E /g2
A4 A3
:® E 4j2 �., �B3 --_- "/ ,�� k 0000
DRAWING NO.
ELEV. 8.0 MSL 4. E.� - s, _ c --�. F
e- -
FOSCUE FAMILY LIMITED (SCALED FROM FIRM MAP) d E .> e F _ 1
3 \art _� E F E
PARTNERSHIP �._ :._. �. — —4-
REV. NO.
274/895 PROPERTY BOUNDARY ;
SO' RIPARIAN BUFFER _ - N
SHEET OF

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IF
y`y� PROPERTY / PERMIT BOUNDARY -Fl IF
WETLANDS
r A39� �� \A � ' i ♦♦
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SCALED r �A38 I '� T
�� \� k 1 WETLANDS H II HHI .I F FFIPI„I. I,F
s� k A37 \G . ADtiKINS I < ° SCALED '�— F0 MIN
/.,.J.
/ ' \ 397/393 k k °�\\ \\
MINE PERMIT BOUNDARY i k k` ° °° \°
<,/ r F f �� 7A�. 1 �� re' Mln_ o PUBLIC STREET
e A36 \ k �. �o o$ o° I
t SILT FENCE MINING LIMITSCENE1 k e s a e RA 4DF °
' �, A ABILIZED PAD OF WASHED STONE SHALL BE LOCATED WHERE TRAFIC"WILL BE ENTERING OR LEAVING A
k t CONS TRl1CTION SITE TO OR FROM A PUBLIC STREET.
♦ /, II,STONE m BE SURGE STONE 11 2 —1 RAILROAD BALLAST
A35. �`` A \ , G �. \ THE ENTRANCE SHALL 6E MAINTAINED IN GONDITON WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
1 k r' ` : E. - ONTO PUBLIC STREETS OR EXISTING DIvIEMEIT. THIT MAY REQUIRE PERIODIC TOP DRESSNG MATH ADDITIONAL
3TOi k ♦ `" ♦ ` �\ + k } a! ALLNE AS SEDIMENT SKILLED ED, ONS ODROPPED N NPSHEDRvP RA KED ONTO PUBLICr OF n'STREETS LMUSTJSED TO BE REMOVED MMEIAP iIANELY.
R Jtit�` ♦ ` \ -i �,� —WHEN NECESSARY, WHEELS ML L EL ONE OD TO AREA S SEDIMENT PRIOR US ENTERINGTON A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE ON 11 AREA STABII IZED IA iH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT RE SITAR
-FILTER FABRIC Si ALL RE MIRAFI 500 OR EOUNAENi.
',k k 4 F SILT FENCE/MINING LIMITS STABILIZED CONSTRUCTION ENTRANCE
PERIMETER STORM A33 60-FT R/W (N.C. STD. NO. 6.06)
WATER DITCH i ��\� WEATH I,;RLY
` 6
SCOTT k 4n A32 -\ 1/1737
k ' `. SCOTT FARM R 1)
388/998 ;` ''" PERIMETER STORM Y.
JS. A31 i ! \ GRAVEL ROAD BARN
k I � WATER DITCH '\
1
STREAM HEAD
SF A30 ;; v \�� PROPERTY / PERMIT BOUNDARY
``- PROPOSED MINE ENTRANCE
k 4� A29
WETLANDS k�
SCALED d Aza
/� PERIMETER STORM `
/ `� ♦�'�, WATER DITCH
7 !�
�k �j l SIFENCE/MINING LIMITS
k® a \
lgg, 425
A$4L,
/
PROPERTY 'l
k 1, 41 EXISITING GRAVEL DRIVE
PERMIT BOUNDARY y�,x�.a \ ti 1' ,' TO SCOTT RESIDENCE
SILT FENCE MINING LIMITS k ♦& A20 I E
k k k k k \a 1' A 19
k 001 /
r
Stream Index: 27-101-30
Stream Name: Scott Creek
Description: From source to Trent River
Classification: C;Sw,NSW
Date of Class.: April 30, 1988
River Basin: Neuse
A18 '
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k k kA4
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0 A16
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A15
85-FT MINIMUM , `'
BUFFER FROM WETLANDS k Ra1 -- A
..Ayt�
%
k 4
Ys <�7
k \
SCOTT CREEK
(TAKEN FROM SOILS MAP) k k k k `�� a5♦ V`T.
k k Al
100-YR FLOODPLAIN k k k k kaN4>
FOSCIIE FAMILY LIMITED ELEV. 8.0 MSL — k k k E
PARTNERSHIP
274/895
(SCALED FROM FIRM MAP)
50' RIPARIAN BUFFER
WETLANDS
SCALED
e�
G.
�k
, k
k
e' k
r k k
k k
k D2, k
Di< ' k k k
A D3 k k k
k k `�. k k
7D4 — _ ♦ k
a k �
EXISTING k
POND ♦ k�
a
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WETLANDS 1
SCALED
SCOTT E
407/455
/ f: / k
PROPERTY / PERMIT BOUNDARY ti
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r d2
!/ -
/ WETLANDS
/ SCOTT
SCALED
RESIDENCE
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a ��� �65,',� k k
r�l k k 7_1 _
k k
PROPERTY BOUNDARY
r
II 'I
DEWATERING / STORM WATER
INFILTRATION BASIN
\I (1.2 -ACRES)
LEGEND:
EXISTING CONTOUR 2-FT
EXISTING CONTOUR 10-FT
PROPOSED CONTOUR 2-FT
ae PROPOSED CONTOUR 10-FT
A8 WETLAND FLAG NUMBER
WETLAND LIMITS
EXISTING WOOD LINE
WETLANDS
CREEK
""II"I•II'II'II■°■II■ WETLAND BUFFER
PROPERTY BOUNDARY
PROPERTY BUFFER
-- 100-YR FLOOD PLAIN
------- MINING LIMITS
— — — SILT FENCE
CE CONSTRUCTION ENTRANCE
NOTES: 'i
1. TOPOGRAPHIC INFORMATION, WOODS LINE,
CONTOURS AND PROPERTY BOUNDARIES TAKEN
FROM "AS -BUILT SURVEY, SCOTT FARM" PREPARED
BY BALFOUR BEATTY INFRASTRUCTURE, INC., DATED
6/18/20.
2. PROJECT AREA HAS BEEN PREVIOUSLY DEVELOPED
AS AN NCDOT BORROW PIT AREA, DEVELOPED BY
BALFOUR BEATTY INFRASTRUCTURE, INC. TIP
PROJECT R-2514B.
3. TOPOGRAPHIC INFORMATION SHOWN DEPICTS SITE
CONDITIONS FOLLOWING NCDOT PROJECT BORROW
ACTIVITIES.
4. DELINEATION OF WETLAND LIMITS PROVIDED BY
HAL OWEN & ASSOCIATES, INC. ON BEHALF OF
BALFOUR BEATTY INFRASTRUCTURE, INC., MAY 12,
2017.
6. 100-YR FLOOD ELEVATION IS 8.0 MSL WITHIN LIMITS
OF WETLANDS; FEMA FIRM MAP 3720543700J;
EFFECTIVE DATE 7/2/2004.
7. STORM WATER / INFILTRATION BASIN WILL BE
CONSTRUCTED FIRST TO ELEV. 0.0 MSL.
8. PERIMETER DITCHES WILL BE CONSTRUCTED
FOLLOWING COMPLETION OF STORM WATER /
DEWATERING INFILTRATION BASIN.
9. SILT FENCE WILL BE INSTALLED ALONG THE OUTSIDE
LIMITS OF PERIMETER DITCHES AND ALONG TOE OF
SLOPE OF SOUTH DEWATERING BASIN BERM.
MINE INFORMATION:
MINE PERMIT Pn►1 1 "_CRY - 32.3 AC
MINING BOUNDARY = 16.7 AC
ACCESS ROAD = 0.5 AC
SE BERM =0.2AC
ACTIVE AREA = 17.4 AC
PROPERTY INFORMATION:
Owner: Anita M. Scott
Deed Book: 407
Deed Book Page: 455
Jones County PIN: 543788849500
Acreage: 144.57 Acres
Address: 6763 HWY 17
New Bern, NC 28562
Current Zoning: Not Zoned
Utilities: Electric, Water
N
SCALE IN FEET
100 50 25 0 'q0
Engineer/Designer:
Wasiela
1sLilhn; PLLC
ligriieeririg, Fernn2mwigLC CompGauce
017 Bn liam _ l
Fart trill SC 29708
080 j155_4 93
NC CERTIFICATION P-1974
Client:
TIM MORTON TRUCKING, LLC
121 GARNET LN.
JACKSONVILLE, NC 28546
PLAN DEVELOPMENT PHASE:
DRAFT:
CLIENT REVIEW:
PERMITTING:
APPROVED:
RELEASE FOR
CONSTRUCTION:
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REV. NO. DATE BY:
ROJECT NO.:
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GALE:
ATE:
DRAWING NO.
2 a
REV. NO. r
SHEET 2 OF 5

A41� `, � p E E � � , /
WETLANDS00
' PROPERTY BOUNDARY p % WETLANDS
SCALED,. 1� \� /
s4 - N., �� ' / SCALED ,
x
SILT FENCE MINING LIMITS cA37\` ADKINS E /
397`" 93 '
MINE PERMIT BOUNDARY
A36 ° �! p F I ! ♦♦♦♦ i
SILT FENCE MINING LIMITS
t \ ♦ /
I
t b A35 s �. ` p 50-FT BUFFER FROM
` p PROPERTY BOUNDARY
kc A34 v`` ' ' ) °• AV\ `♦
�
85 FT MINIMUM t j �� � � `� � , � � � x� � ♦.., ,
� A33 �( ! �A C �:'' ��_ 60—FT R/W WEATHERLY
BUFFER FROM WETLANDS
AD1/1737
p
r!=
` t 1. A32 i ��� \�\ SCOTT FARM P I)
SCOTT •.,,d t ,'•�,,� GRAVEL ROAD
407/455
LEGEND:
EXISTING CONTOUR 2-FT
EXISTING CONTOUR 10-FT
ae
PROPOSED CONTOUR 2-FT
- ae
PROPOSED CONTOUR 10-FT
A8
WETLAND FLAG NUMBER
WETLAND LIMITS
EXISTING WOOD LINE
WETLANDS
CREEK
.. ,......�
WETLAND BUFFER
PROPERTY BOUNDARY
- - -
PROPERTY BUFFER
-- -- --
100-YR FLOOD PLAIN
-------
MINING LIMITS
— —
SILT FENCE
CE
CONSTRUCTION ENTRANCE
\ , NOTES:
� A31 \� �� I RUPERTY BOUNDARY
v
BARN
=''EA'M HEAD ,
eQ A30
PROPOSED MINE ENTRANCE
/
Az9 WETLANDS
k
WETLANDS SCALED
SCALED �/rrt °� _� nza ,, ��, 31-1•1V SLOPE MAX.
EXISITING GRAVEL DRIVE ,' k
TO SCOTT RESIDENCE e "
Az6.� �`' \\ ACCESS RAMP
t k zs, A 10% MAX. SLOPE
W
PROPERTY BOUNDARY .,., ', L `.� ..
3H:1 LOPE MAX. i
e
k
" ` \
" �, .�• � ` \ � � � _ � ,% 50-FT PROPERTY BUFFER
/
MINE PERMIT BOUNDARY
k A� A20 1 , '
t; 50-FT BUFFER FROM
t p , A19 \ \ EXISTING k i
PRIVATE DRIVE
A18 LK ,l �4.1 POND:9 t t
SILT FENCE MINING LIMITS . _
00
SILT FENCE/MINING LIMITS ;
t
kAlle p /
'' j 1 / WETLANDS k
n * " • , / 1 _ �� ; 7�' / �Ir C i SCALED
O A16
SCOTTr` t r /
/ 407/455 r ' " /
k A1s
'� � SCOTT ' k Surface Water Classifications: " ° °tie _ + � ? r
Stream Index: 27-101-30 t to��e - - '; ` . - `-�.. ... i..
' , k
Stream Name: Scott Creek
RESIDENCE
rj/ 'T -
Description:From source to Trent River 85-FT MINIMUM ` �' PROPERTY BOUNDARY k,
Classification: C;Sw,NSW BUFFER FROM WETLANDS A / k
Date of Class.: April 30, 1988 \" _& 9
River Basin:Neuse SE BERM�:�' "
WETLANDS /
SCALED >�✓'
.I
SCOTT CREEK ��
(TAKEN FROM SOILS MAP) \ t ¢� k.� f �..
100-YR FLOODPLAIN k k k A NAZ
k k t vt*
ELEV. 8.0 MSL
FOSCUE FAMILY LIMITED
(SCALED FROM FIRM MAP) " "����_---_—•
PARTNERSHIP k
274/895 "
PROPERTY BOUNDARY >-
50' RIPARIAN BUFFER
1. TOPOGRAPHIC INFORMATION, WOODS LINE, CONTOURS AND
PROPERTY BOUNDARIES TArWWX FROM "AS -BUILT SURVEY,
SCOTT FARM" PREPARED BY BALFOUR BEATTY
INFRASTRUCTURE, INC., DATED 6/18/20.
2. PROJECT AREA HAS BEEN PREVIOUSLY DEVELOPED AS AN
NCDOT BORROW PIT AREA, DEVELOPED BY BALFOUR BEATTY
INFRASTRUCTURE, INC. TIP PROJECT R-2514B.
3. TOPOGRAPHIC INFORMATION SHOWN DEPICTS SITE
CONDITIONS FOLLOWING NCDOT PROJECT BORROW
ACTIVITIES.
4. DELINEATION OF WETLAND LIMITS PROVIDED BY HAL OWEN
& ASSOCIATES, INC. ON BEHALF OF BALFOUR BEATTY
INFRASTRUCTURE, INC., MAY 12, 2017.
5. NO PRIVATE RESIDENCES ARE LOCATED WITHIN 300 FEET OF
MINING BOUNDARY.
6. 100-YR FLOOD ELEVATION IS 8.0 MSL WITHIN LIMITS OF
WETLANDS; FEMA FIRM MAP 37205437001; EFFECTIVE DATE
7/2/2004.
9. SILT FENCE WILL BE INSTALLED ALONG THE OUTSIDE LIMITS
OF PERIMETER DITCHES AND ALONG TOE OF SLOPE OF SOUTH
DEWA.TERING BASIN BERM.
MINE INFORMATION:
MINE PERMIT BOUNDARY = 32.3 AC
MINING BOUNDARY = 16.7 AC
ACCESS ROAD = 0.5 AC
SE BERM = 0.2 AC
ACTIVE AREA = 17.4 AC
CATEGORY.--- AFFECTED ACREAGE
Tailings/Sediment Ponds- Internal Mine
Stockpiles Internal Mine
Wastepiles Internal Mine
_ I
Processing Area/Haul R77t:;6.7
5 Acres
Mine Excavation Acres
Other (SE Berm at Basin) 0.2 Acres
Total Disturbed Acreage 17.4 Acres
PROPERTY INFORMATION:
Owner: Anita M. Scott
Deed Book: 407
Deed Book Page: 455
Jones County PIN: 543788849500
Acreage: 144.57 Acres N
Address: 6763 HWY 17
New Bern, NC 28562
Current Zoning: Not Zoned
Utilities: Electric, Water
F I F'S-
Engineer/Designer:
Wasiela
insult n PLL4
EIISVWC11n ; PCM2iM?J4 ConipL'anee
_ :7.Ynus�au Pi
Fort Mill SC `?0708
01401
a55 S S
NC CERTIFICATION P-1974
TIM MORTON TRUCKING, LLC
121 GARNET LN.
JACKSONVILLE, NC 28546
PLAN DEVELOPMENT PHASE:
DRAFT:
CLIENT REVIEW:
PERMITTING:
APPROVED:
RELEASE FOR
CONSTRUCTION:
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REV. NO.
SHEET 3 OF 5
3

I I
A41� y � ®`, � � � F tr ,� At
WETLANDS00
PROPERTY BOUNDARY , WETLANDS ;
SCALED °
.A39 ,�� k SCALED
i Q`A38�� ' .� I 1 i' r
ADKINS ,
397t393 F T
r 1 i
♦
MINE PERMIT BOUNDARY r T T ♦ 1
> /
1 LZ A36♦
1 , x f 41 41
1 , 41
♦
' b A35 `♦ 50-FT BUFFER FROM
F % `~ `♦ �� , PROPERTY BOUNDARY
, a 11 4 _ � .♦ � f d,mp ,ryr V ♦ `
! t& A34 / ��C3 y a 4. i
I `
t41
85-FT MINIMUM R 1 ♦♦ \ `� c1 60-FT R/W WEATHERLY
4 /
1
BUFFER FROM WETLANDS A33 � I � �\� � AD1/1737
�t
t 1 !� t SCOTT FARM RI )
F '41 .
SCOTT A32 \��_GRAVEL ROAD
407/455
m A31 " ;� I �� \ �,, PROPERTY BOUNDARY %
BARNOil
f
1
STREAM HEADENT
t A30 I ' d1,yw@G7
WETLANDS
SCALED
WETLANDS T .
► A A28 3H:1V SLOPE MAX.
SCALED -
' EXISITING GRAVEL DRIVE s
X TO SCOTT RESIDENCE
T
AACCESS RAMP t ` 26 t y - � I
10% MAX. SLOPE
3H:1Tb' SLOPE MAX. i
PROPERTY BOUNDARY° t z — I p' ' 50-FT PROPERTY BUFFER t i
T t y �" �L 1 t �` ; � D3
n
F t � � • ,' � I � b � - F F
_VD;
T t
t t 4
MINE PERMIT BOUNDARY
T t - Ado 50 FT BUFFER .,. - R FROM i
/w� ;, b` --� EXISTING
,;, A19 4 a \ PRIVATE DRIVE T'
o POND
A18
yy r ttg
1
titA17 WETLANDS T
_ a ' i , i SCALED
I
�A16��i"! �' SCOTTti,
A1S — -\O jl, iI s > `TV �/40_) �'
Al /
T ;_ Y •
Surface Water Classifications: ,- t t � _ _ SCOTT
Stream Index: 27-101-30 F Al-
T , RESIDENCE
Stream Name: Scott Creek PROPERTY BOUNDARY t
T t t T t�
Description: From source to Trent River 85-FT MINIMUM T Al2— r i
Classification: C;Sw,NSW BUFFER FROM WETLANDS t A11, - �A 9
F '
Date of Class.: April 30, 1988 River Basin: Neuse T F F "`� t SE BERM ! WETLANDS /
tAd`' SCALED t
A
t T t � �. a T A6 , 1� �
SCOTT CREEK ;vv �`� t�
(TAKEN FROM SOILS MAP) *� AS
t
T � � \
F ' , A4 A3t
50-FT PROPERTY BUFFER t
4 4 .
F t t t t A2 0 ^ p•. ...k B3 B4— �11. _ _. _ — .. Y..._.,— WO F t r
i1 F T T.00
T f
FOSCUE FAMILY LIMITED tt.
i PARTNERSHIP 50' RIPAR-IAN BUFFER
274/895 ti PROPERTY BOUNDARY
LEGEND:
EXISTING CONTOUR 2-FT
3�
EXISTING CONTOUR 10-FT
�e
PROPOSED CONTOUR 2-FT
ae
PROPOSED CONTOUR 10-FT
A8
WETLAND FLAG NUMBER
WETLAND LIMITS
EXISTING WOOD LINE
WETLANDS
CREEK
■■■■■■■■■
WETLAND BUFFER
PROPERTY BOUNDARY
— - -
PROPERTY BUFFER
RECLAIMED AS LAKE
CROSS SECTION LOCATION
NOTES:
1. TOPOGRAPHIC INFORMATION, WOODS LINE, CONTOURS AND
PROPERTY BOUNDARIES TAKEN FROM "AS -BUILT SURVEY,
SCOTT FARM" PREPARED BY BALFOUR BEATTY
INFRASTRUCTURE, INC., DATED 6/18/20.
2. PROJECi AREA HAS EEE�� T1-iX000TUTSTLY DEVELOPED AS AN
NCDOT BORROW PIT AREA, DEVELOPED BY BALFOUR BEATTY
INFRASTRUCTURE, INC. TIP PROJECT R-2514B.
3. TOPOGRAPHIC INFORMATION SHOWN DEPICTS SITE
CONDITIONS FOLLOWING NCDOT PROJECT BORROW
ACTIVITIES.
4. DELINEATION OF WETLAND LIMITS PROVIDED BY HAL OWEN
& ASSOCIATES, INC. ON BEHALF OF BALFOUR BEATTY
INFRASTRUCTURE, INC., MAY 12, 2017.
MINE INFORMATION:
MINE PERMIT BOUNDARY = 32.3 AC
MINING BOUNDARY = 16.7 AC
ACCESS ROAD = 0.5 AC
SE BERM =0.2AC
ACTIVE AREA = 17.4 AC
RECLAMATION NOTES:
1. ALL FINAL EXCAVATED SLOPES SHALL NOT EXCEED 3HAV
2. MINE TO BE RECLAIMED AS A LAKE. BASED ON SITE
INFORMATION AND OBSERVATIONS, SEASONAL WATER
ELEVATION WILL BE APPROXIMATELY ELEVATION 10.0
MSL.
3. ALL DISTURBED AREAS SHALL BE SEEDED TO ESTABLISH
PERMANENT VEGETATION IN ACCORDANCE WITH THESE
PLANS.
4. ACCESS RAMP TO REMAIN IN PLACE FOLLOWING
RECLAMATION.
5. EROSION AND SEDIMENTATION CONTROL MEASURES TO
BE REMOVED FOLLOWING PERMANENT STABILIZATION
OF DISTURBED AREASvINCLUDING INTERNAL SLOPES.
6. AREA RECLAIMED AS LAKE IS APPROXIMATELY 12.2
ACRES BASED ON WATER ELEVATION OF 12.0 MSL.
PROPERTY INFORMATION:
Owner: Anita M. Scott
Deed Book: 407
Deed Book Page: 455
Jones County PIN: 543788849500
Acreage: 144.57 Acres
Address: 6763 HWY 17
New Bern, NC 28562
Current Zoning: Not Zoned
Utilities: Electric, Water
Engineer/Designer:
Wasicia
Colisiiltui f LLC
E'iz3rrseetrng Pe:mlmrlg C {'ompll:vlec
O +, Ei 1112.7111 P1
Fol7-1fill. SC 20706
b980
NC CERTIFICATION P-1974
TIM MORTON TRUCKING, LLC
121 GARNET LN.
JACKSONVILLE, NC 28546
PLAN DEVELOPMENT PHASE:
DRAFT:
CLIENT REVIEW:
PERMITTING:
APPROVED:
RELEASE FOR
CONSTRUCTION:
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(SEAL)
REV. NO.
DATE
BY:
PROJECT
NO.:
FI LE:
SCALE:
DATE:
DRAWING NO.
4
REV. NO.
SHEET
4 OF
5

0
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II
A
35.0 EXISTING GROUND SURFACE
30.0
IN FEET SCALE 25.0 3H:1V SIDE SLOPES (MAX.) -
VERTICAL SCALE 20.0 _
15.0
10.0 _
5.0
0.0
-5.0
0+00 1+00
2+00 3+00
I
4+00 5+00 6+00
CROSS S
WATER ELEVATION 12.0 MSL EXISITNG GROUND SURFACE
B EXISTING GROUND SURFACE 3H:1V SIDE SLOPES (MAX.
30.0 30.0
25.0 =3H:1V SIDE SLOPES (MAX.) 25.0
20.0
20.0
15.0 15.0
10.0
10.0
5.0 5.0
0.0 f 0.0
-5.0 -5.0
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
®® =LE IN FEEL
VERTICAL SCALE CROSSN HORIZONTAL SCALE
SEEDBED PREPARATION NOTES
1. Surface water control measures to be installed according to plan.
2. Areas to be seeded shall be ripped and spread with available topsoil 3" deep.
3. Loose rocks, roots and other obstructions shall be removed from the surface so that they will not interfere
with establishment and maintenance of vegetation. Surface for final seedbed preparation, at finish grades
shown, shall be reasonably smooth and uniform.
4. If no soil test is taken, fertilizer and lime to be according to seeding specifications below. In addition, provide
15 lbs./1000 s.f. of super phosphate.
5. If soil test is taken, provide fertilizer and lime according to soil test report.
6. Fertilizer and lime shall be applied uniformly and mixed with the soil during seedbed preparation.
T. Additional erosion control measures may be required d'epei3� Tg on field conditions.
8. Mulch to be tacked or mechanically tied down within two days after mulch is spread.
9. Buffer zones to be used only as specifically denoted on plans.
10. Borrow and fill to be balanced on site.
11. Re -fertilize in the second year unless growth is fully adequate. May be mowed once or twice a year, but
mowing is not necessary. Re -seed, fertilize, and mulch damaged areas immediately.
SEEDING SPECIFICA TIONS.
Date
Type
Planting
Rate'
Aug,
15 - Nov,
1
Tat t Fescue
300
l b, /ac,
or
7 lb,
/1000 s,
f.
Nov,
1 - Mar,
1
Tat 1, fescue and
300
lb, /ac,
or
7 lb,
/1000 s,
f,
Abruzzi Rye
25
l b. /ac,
or
1 /2
l b, / 1000
s, f.
Mar.
1 - Apr,
15
Tall Fescue
300
t b, /ac,
or
7 l b,
/1000 s,
f.
Apr,
15 - Jul,
30
Mulled Common
30
lb, /ac,
or
1 lb.
/1000 s,
f,
Bermudagrass
Jut.
15 - Aug.
15
Tall Fescue and
300
lb, /ac,
or
7 lb,
/1000 s,
f,
Browntop Millet or
35
l b, /ac,
or
7/8
t b, / 1000
s, f,
Sorghum Sudan Hybrids 30
lb. /ac,
or
3/4
lb, /1000
s, f.
Mulch
with straw
applied
at the rate of 75-100 Ib./1000
s.f.
eHeavily mulched
during January - March period.
4
Apply
agricultural
lime at
the rate of 90 Ib./1000
s.f.
Apply
10-10-10
commercial fertilizer at the rate of 20
Ib./1000
s.f.
Tack:
Asphalt tie
down -
225 gal./cc.
r
7+00
WATER ELEVATION 12.0 MSL EXISITNG GROUND SURFACE
A'
35.0
30.0
3H:1V SIDE SLOPES (MAX.) 25.0
20.0
15.0
10.0
' 5.0
0.0
-5.0
8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
ECTION A - AI
NPOES StotmwaEer Discharge Peanut for ConsWctiot+Activities {NCGOi i NCCENILDIVIsion of Energy, Mineral. and Land F::..
''. STABILIZATION TIMEFRAMES
(EHeafve Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION'S
TIMEFRAAIE. EXCEPTIONS
Perimeter dikes, swills, ditches, slopes
7 days
None
High Quality water (How) Zones
7 days
None
Slopes steeper than 3:1.
7 days
If slopes are 1W or less in length and ate
not steeper than 2:1, 14 days are allowed
SloP g4' 3:1 or flatter
14. days.. -
7 days for slopes greater than 50' in lengi
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQw a
11 8' max. standard strength fabric with wire fence
6' max, extra strength fabric without wire fence
POST
lh 24"
Wire
fence
14111
C
Plastic or
wire ties
8" down & 4" _t
forward along
�. q„ the trench
Filter
fabric
Maintenance lnspect t:edmient lint s v nst orx;es vaecic and allereach r'ainlaH. Mahe any
rcyured rcpa-rs :rnioed:at..
yhoi - tt i Ihcr of + I;Ii,t n 4ncc ci .} . ;tr. dcCoril , or h+_game
Poni;vr r td:mrnt ,d,�ptl,� is as ! ' ;caR' to prnr;He adequate star tzL t,:an,e
liar the ncct ra-n and to I -dui ! r ­-, ire on the lencr_ lake tart LIT ar o:d
underriun n,th: !rtxedLIF Ii_ ._.7;un0u1.
Remove u I n :n_ niut r:t., and unstabic ,tdunenl deposits and. brine (tic
area to'ride and stabClze :l alter the contributing drainage area has ll
prulxr-y stab:sicd.
Construction MATERIALS
t. I it vnthrtic hirer Fabric of at iota h. ,ht al !, :ins or
Specifications hu.; C,tcr uh:ch is c •relied by the manul'I iiatr it I, , inum z, tra
III.: a-qu:nmcrl ai-%' 7] M D t>461, which ., sba:vn r Fun _a 1,tN,c i,_ii'b_
S%ril titter ikbr_c .hould contain nitrao inlet ra+, inn.b:tors tt d uih_'rCn
it)prim:dc a nri nlunt of b lntmths oi' rsixe[ed uvlt _ ctntstn :uvi _:.Ic at a
telnperaturc nkn'c td-II to 12w F,
I_ii1Cr t:rsL p, ,i, 11117 stcdeflu, a.sr tt +TtkPli cxna 7,-
5teelu d1 a rnm:mtun ii:17I of 5 IciJ_ P..ike ,Lar that ,It``i prnt4 have
prulc`LL_ao+ to JacnitaLe fastetiiri- Lhc 1'abr-c.
3. For Frinlorcerrent oi'stand,ird ti- mLt t +later labs ic. tut a t !�_*.nTC .:'h a
minimum 14 gauge and it nuL? _m tutt nresh , pat:= t,f h mclres.
Table 6.62b Specifications For Sediment Fence± Fnhtir.
Temporary Silt Fence Material Property Requirements
r Sucwrted' Un-Svpp4rtatl.'.
Type of.
Test Material Unks. Sit Feregf sit Fares
Value
1.; are St --rydt ASTM 0 4632 N:(III
Mactr C:racuort 400 550.
MARV
(90)
X Macr`-c Creston 45i.
MAR'V
000)
Wit. ASTht D 44M sec-1 +T.OS
MiARV
Appa..rent-Opertx:g Slz ASTM D 4751 rrtm t:-C +3.tio
Max. ARW
PSSlowt#1
�a
Uitraulalet Stability ASTM D 4355 Retained 711%after 7735 aft'-
TWied!
Sine lgtl, 5.'Ih of expo Sam Sv^.;th ofcxposure
Slit F ._: sibrort shad consist of. 14 gage Steel Mrs w1ha reash spacing of 150 mm 16. ir,�:csi. or
prefabrcatod raMntor
eq,tlm t r:.,uprgih
mesh of
Thesercfclu}tva3+,ms we based on e,mptncer evMoax will, a+mrattiof sedinxl ror ar�+rimra?erzla€.'l sarsidva ax+.as:alawowof
pfaNOtIS e T e dC•!` C arPdKv 5lLC 3r Y+Ralt) S(K::!(C gE0iC3(fII4 Sa:i5 f43G^31Ckarse coil] 7as2 MOtnad II �3141 Sr?C.i:#3 t.+e
parf'.xRdCd
lzy the a„e ;or t... _ fi^i, sift ud ti c f tr<sc m�niraments.
As mea�:i -.,:rw ❑'e.`^3Z.
Wire
fo.nce
Cross -Section
View
Filter
Steel fabric Backfill trench Natural
post / and compact
.t/ thoroughly ground
4' Upsip
mm
24" min
i
Natural
ground
CONSTRUCTION
f t onstru+.t the sedirictlL harr,_r of A ndard strrngth or �.[ru srcn_Ih
synthet;e filter labT-xs.
2. Ensure that the h •:_h! r,I the wc.Lni:_:ni lime arcs not c.ec_,,1 21 :mills
abovc the around ,u[la.c- IIEa h -r encutilr impuun.9 tiun-„ of ,a_atcr
uf€i+;arntfakcaus,;a.°�r ftlrc-IRl�lur�.a
3. onStrUtL Ihi, €i_ltr I iIErc Inilti I it7NL IIUOIJ4 tu.- CUL Lu Jl i,=_th it tht'
b eR -r i'l 'Iit d _e,:ntt 'l hrrl ?e ants arL n c..ar__ • ,!r;--r i,� ! a th-
C:olli II } it a support p+ -.l .III -I fcct man,niuln u^:u itr k: th,' , .^.l ptit;t.
da npiltlpe 1 +t th_ I i .. }_ �.al tt-ic r. [1,._.I eFron h, ,ham htilAunt of
f1 1eh n the .. n! t unt t ! ,t f..h n the rip a,pr sack oi'
the lent=_ p+.ist 'N-re or it + [i i , n[H, l ha+.e m-namum SIT pound
ctrrnrith.
�. 'a bents :-: n•.-JI r.Fpart I-ut •:c uxe'd, sfcnCI:lia1 A HILC, n;um of S fccl
apart. Support p e.t, ,h, 1 b:ntu Lhc ,r0 trid a mtmuttu n of
'4 inches.
6. E.X11711 SIRn_tli :i_. r lit;C Lh r, let pot spa_ t1_ uu_ nut reyusre re
noshstlppurt li2DC a,t ti theL; ttlpuss_ bi'; or
pia*aaeZ p UC.5Shoi-od h,l n1 n:r.;t.In >I) pt7Lrn ter,:: trcne[h.
? 1-accava c a trench app ll Il I :ncht:1 a:dr aid 1, -m_hL deep iiiol
the propasui line oi'p%nt, and up.:tlpe from the harrier i h__ur h_b_'ui.
8. Pict I= ;nc lies Or thr fhbr _ a;on? the bolLI rI and s_d� ul lh,_ tr,^rtch_
e9. BdektiH he reial _. ,-,, at W :: USi ip iCL.
'lhuroruh compaction of lhcha, l..i`_i, cr.tecul to s:,l hn_cperlumiancr.
I4i, Donot stitch IiI ihrC tli ,L=n'trrts.
Installation I. F c h.r.: uF h,xh end nu -Ls should be at :easL one fiwt higher than the
S naddic nl th.: ii�n,, ( `l�ck %,-th I .c+..- I n
Specification
_. 19V 1, 1, -1 [Lvt apa t =_o email arc(, ,rid h 1cel apart ant standard
In ii�.st, ' _,I 3v= p 'in the downstr i i cJc ,H the rat trarc. &nd
a� Ca ih:u It tlly lnlhr IabTlt_, to ity to suppon Se lab,-c from
up;ta t-r [1a.
4. In t +e.lh.he mpI 1ru.ine away frym tic ar fahact
5. Altaeh the lubre Io Vdch Punt Md1 thrcc t.e,..t paced w+thar t€Ic tin `I
nclksut the;abnc Attach each t d€l,,.nnii ��c_tr, hr .iep the l'abnr.
w:Ltt Call] puneuire at ?c-asL t nail t n:+„ I,;; u+.n tear. ,eh u, >huuid be
jusaioncd to htmglm ap+.KCn,pp_ar,.n _hELn ed it, pre nt
{>. 14 q i�r rxdmu€c L+ inchr, u1 Jahr:r aruutui the end
7. 4o men 'it in 14 :riches ui .I .n inth t`nhrec i5 alluwed ahaevgrand
ty�?.
N. 3h. : IL_141 4imild bechec6.ed and c _,mc[cd for ant, t ev:at;izn< hcfl,re
enmpaet I'll.
't. t, mPael , a :s
]L`[nUf.atlL nCAL I,Ire I r Ilir
lii n['m N tale t_
Ucu,r,
".A Mcur, ir Y ut ntli �u r r LI potuic r syuauc _m.h. Cr,mpt[cL tfar
ilxana.n I, :u,[. a d tit ash ,e t -r. 1 ra Iota: oI I LrpS,
SILT FEA7CE DETAIL
Engineer/Designer:
Wasicia
onstdting PLLO
o,
Engri2eering�. 1'c:+T22iYit1;.� cotnpEence
31 i f3ni i xrn P
F-or-r lfrr sc f97os
r980 1)ss-010
NC CERTIFICATION P-1974
Client:
TIM MORTON TRUCKING, LLC
121 GARNET LN,
JACKSONVILLE, NC 28546
PLAN DEVELOPMENT PHASE:
DRAFT:
CLIENT REVIEW:
PERMITTING:
.APPROVED:
RELEASE FOR
CONSTRUCTION:
w
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%
(SEAL)
REV. NO.
DATE
BY:
DRAWING NO.
5
e' REV. NO.
SHEET 5 OF 5