20210507_Mine_Map

SCOTT FARM ROAD MINE
TIM MORTON TRUCKING. LLC
ONES COUNTY, NORTH CAROLINA
USGS QUADRANGLE - POLLOCKSVILLE 2019
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LIST OF DRAWINGS
DRAWING
NO. TITLE
COVERSHEET
1. EXISTING SITE CONDITIONS
3. MINE DEVELOMENT PLAN
4. RECLAMATION PLAN
5. CROSS SECTIONS & DETAILS
NOTES:
3.
4.
S.
6.
7.
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.
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?'ilv: 543788849500
Acreage: 144.57 Acres
Address: 6763 HWY 17
New Bern, NC 28562
Current Zoning: Not Zoned
Utilities: Electric, Water
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
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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317 Bricham P1
Fbit_ M, SC24708
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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WETLANDS ,' y�, PROPERTY BOUNDARY WETLANDS
SCALED (MINE PERMIT BOUNDARY) SCALED
v 4f %
! /A37 ADKINS
14*
397%393 �
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�+ t�!°
MINE PERMIT BOUNDARY
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I If
A35 `� SO -FT BUFFER FROM
PROPERTY BOUNDARY
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i
85-FT MINIMUM k, A33 � \ �4 C1 �. WEATHERLY
BUFFER FROM WETLANDS k %�� 60-FT R/W AD1/1737
IU
SCOTT k
♦
407/455 '' ' �` SCOTT FARM RD %
�` ��. GRAVEL ROAD BARN
k ,A, A31 :,a� ♦.�%♦
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k ( `
STREAM HEAD
1 �►Aso ?� C `— — �� PROPERTY BOUNDARY
(MINE PERMIT BOUNDARY)
d
j> A29 ' WETLANDS
i' '
SCALED
WETLANDS
k A2$'
SCALED
��� Z : ° ; ° °
\4 �� r ! — 50-FT PROPERTY BUFFER
kr a k
k \ �� G I ,• k k
! k �k r� `
D2,7PROPERTY BOUNDARY EXISITING GRAVEL DRIVE D k
k I
k k f k k k
k`D3 TO SCOTT RESIDENCE PERMIT BOUNDARY)
k �, 2 AS NCDOT BORROW PIT
lk k
}1 j / D4 k
< k k A20 �r , 1` t, . 50-FT BUFFER FROM k
k k k k ® k k 4 kb i
�� ' ',� A19 :N r—',l PRIVATE DRIVE EXISTING k
k k
k k POND , k�
k -
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kA4 ff rf 7 ";' WETLANDS I
I
SCALED
k k k E Jq:A16"..:"`"`�_1 SCOTTt`k k �
k i k
� A15 f / 407/455 ik
k k t 1 . I % J
Surface Water Classifications: k �� k �'�� �/ SCOTT Stream Index: 27-101-30 k k ° +�� r:C RESIDENCE
k 3 �PROPERTY BOUNDARY/
Stream Name: Scott Creek / i
85-FT MINIMUM r._ (MINE PERMIT BOUNDARY) r
Description: From source to Trent River
A �
Classification: C;Sw,NSW BUFFER FROM WETLANDS 'Ao
Date of Class.: April 30, 1988
9 % 4
{t
River Basin: Neuse k �, k �`�.
i WETLANDS f l
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/t T SCALED .'
1
k k k --46 r k f
SCOTT CREEK k k k k �` �.4 / y, i.Al .
(TAKEN FROM SOILS MAP) k ks >�
r
k °ram �k
k
100-YR FLOODPLAIN k k k k kA k �A2 _ _ k k J'E
B4_ B5, _ _ _ - k
ELEV. 8.0 MSLAl
_E�
FOSCUE FAMILY LIMITED (SCALED FROM FIRM MAP)
PARTNERSHIP k ®"-"�-�---- k
k k
274/895 ' ` PROPERTY BOUNDARY k ._
50' RIPARIAN BUFFER
LEGEND:
EXISTING CONTOUR 1-FT
EXISTING CONTOUR 10-FT
�a PROPOSED CONTOUR 2-FT
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
NOTES:
1. TOPOGRAPHIC INFORMATION, WOODS LINE,
CONTOURS AND PROPERTY BOUNDARIES TAKEN
FROM "AS -BUILT SURD, 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 3720543700J;
EFFECTIVE DATE 7/2/2004.
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
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Cc; sO 25 0 1FC
Engineer/Designer:
�asiela
onsciltzllg FLLC
i�irrrtreelu P&)MilR'ng& CODIP{©nee
317Bfirl2xrn Y1
Foir 3 M, SC ?9708
(980) 3534535
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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WETLANDS
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PROPERTY / PERMIT BOUNDARY
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AI?KINS L � '� SCALED
397 T 93 k
e�
PERIMETER STORM
WATER DITCH
50MIN- —y � PUBLIC STREET
Ooo 0 0 0o cam'
ooc-c'Y, ooco�
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A/A �6" AnN, THICKNESS
"'TER FABRIC UNDER STONE
STREET
'� GENEROL NOTE
t / r —A STABILIZED PAD 9F RASHES STONE HALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A
4 S ONE TO BE
SITE TO OR FROM 2 A RAI OALSTRET
BALLAST
—STONE TO BE SURGE STONE OR 2'—D' RAlLROAU BALLAST
f 1 —THE ENTRANCE SHALL BE MAIM?GEP IN P CONDITION WHICH NILL PREVENT TR ASKING GF FLMTH ADDITIONAL SEDIMENT
ONTO PUBLIC STREETS E E%I:..TANG PAVEMENT THIS pCLE REQUIRE PERIODICML OP S "SEN MTH KDIMN
p STONE AS CONDITIONS DDROPP AND SHED IRD R D NOUi 0� ANY MLESUR . USED L TRAP SEDIMENT.
ALL SEDIMENT SPILLED DROPPED WASHED OR fOACKEC ONTO IVAENT STREETS ENTERING
BE REMQ'LJ IMMEDIATELY.
—WHEN NECESSARY, WHEELS MUST BE CLEANED TO kEMO E CEUIIAENT PRIOR i0 ENTERING A PLtlLIC STREET WHEN
i \ y WASHING IS REOL'IREC, T SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHE STONE WHICH. FEARS INTO AN
A'PROVED SEDIMENT BASIN
—INTER FABRIC SHALL BE MRAFI SOD OR EQUIVALENT,
Q SILT FENCE/MINING LIMITS STABILIZED CONSTRUCTION ENTRANCE
60-FT R/W (\-c. STD. NO. 6.06)
. WEATHERLY
1/1737
�T,_
SCOTT FARM RD
��. GRAVEL ROAD BARN
I
I
�`. PROPERTY / PERMIT BOUNDARY
LA
PROPOSED MINE ENTRANCE
PERIMETER STORM
WATER DITCH
SILT FENCE/MINING LIMITS
SILT FENCE MINING LIMITS .AzQ ?�..aJI)/.,' AI (,
'I A19i
e
♦�S
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
WETLANDS
SCALED
i �1 EXISITING GRAVEL DRIVE "D3 D
`a TO SCOTT RESIDENCE D
kAR
` k a'.
l
f
f �
I
f � A16
`Q: 1 a
E 1 a I
1 J
A15 �♦ / I
a
IL
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85-FT MINIMUM '
BUFFER FROM WETLANDS 4_ ` A o
4
A.
SCOTT CREEK
(TAKEN FROM SOILS MAP) /<
FOSCUE FAMILY LIMITED
PARTNERSHIP
274/895
100-YR FLOODPLAIN
ELEV. 8.0 MSL
(SCALED FROM FIRM MAP)
50' RIPARIAN BUFFER
F
L
D4 —
t E �
\L � EXISTING
POND ♦I
DEWATERING / STORM WATER
INFILTRATION BASIN WETLANDS T
-� — C1.2 - ACRES) SCALED i
- - --- -- � � SCOTT
f
' I 407/455
I
dL ,r
` - PROPERTY / PERMIT BOUNDARY r,
f /
� r
WETLANDS
SCOTT
L
> T SCALED
RESIDENCE
s
I" ItA3 ■�I o i ��� �,
ENA`81BSB3B4�.�BS�_ — �'✓tom E
PROPERTY BOUNDARY -
LEGEND:
EXISTING CONTOUR 2-FT
EXISTING CONTOUR 10-FT
ae
PROPOSED CONTOUR 2-FT
-- -- : a —
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:
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 BOUNDARY = 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
L E H FEF-
s� Ls Too
Engineer/Designer:
asiela
Unwitting PLLC
EsgrfF�ex�ig Peirn+rtv7 �� CampG;u�re
317 BiAh:nn ni
ForrA M4 SC" Y9708
t9803 855-45&1
NC CERTIFICATION P-1974
Client:
TIM MORTON TRUCKING, LLC
121 GARNET LN.
JACKSONVILLE, NC 28546
PLAN DEVELOPMENT PHASE:
DRAFT:
CLIENTREVIEW:
PERMITTING:
APPROVED:
RELEASE FOR
CONSTRUCTION:
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REV. NO. I DATE I BY:
DRAWING NO.
RECEIVE
MAY 07 2021 REV. NO.
LAND QUALITY SECTION
SHEET 2 OF 5

WETLANDS
SCALED °' PROPERTY BOUNDARY WETLANDS
lB4ae}aJt39� 8�}\\ r I k ' SCALED ��
�/% f �,
SILT FENCE MINING LIMITS / ��, ' �+ •
FA37 \♦ A INS
397 93 eIf
MINE PERMIT BOUNDARY /< 4'41
SILT FENCE/MINING LIMITS
A35 , ; ��� `. 50-FT BUFFER FROM41
%PROPERTY BOUNDARY
F4
F s A34 /Xkc
85-FT MINIMUM t A33 60-FT R/W WEATHERLY41
: I, , �
BUFFER FROM WETLANDS '
AD1/1737
`\ SCOTT FARM RD 41 ,11
F >A32
SCOTT �.` GRAVEL ROAD11
407/455 ,
j p rh'A31 I PROPERTY BOUNDARY
i It 4'- j �.�. D�til[lilY 0
STREAM HEAD
PROPOSED MINE ENTRANCE
41
WETLANDS
SCALED
WETLANDS
SCALED e/ ;aAZB �` �� V 3H:1V SLOPE MAX.
F,
/ �7 ` -� i EXISITING GRAVEL DRIVE
------- %% TO SCOTT RESIDENCE `
tf 926°`F � ACCESS RAMP
F
F 7�N A t r 10% MAX. SLOPE i F
F 4 F `a,�8 F • ° _ 3H:1V SLOPE MAX.
_
PROPERTY BOUNDARY F ®°,�, �k `'�h; �`' ((fj/ ! , 0 50-FT PROPERTY BUFFER F F F
✓t Fw I F F F � F F F F F 4 `a ` 2 ` �\ F; , : ♦ D4 F.. „F— `�` ` F i
q _
r
MINE PERMIT BOUNDARY
r _ ; 50-FT BUFFER FROM
F F p; A19 ' PRIVATE DRIVE EXISTING
POND♦.� F
SILT FENCE .MINING LIMITS SILT FENCE/MINING LIMITS
F > Fi / I
A1
WETLANDS
SCALED
* A16
SCOTT /
407 /455 ` F
Surface Water Classifications: = F F `� ° < -_=, I SCOTT
Stream Index: 27-101-30 �` - -
F F k F �`yA 3 � RESIDENCE
Stream Name: Scott Creek F _ ` 4
Description: From source to Trent River 85-FT MINIMUM `' w\� �' L�'% PROPERTY BOUNDARY : Y
Classification: C;Sw,NSW BUFFER FROM WETLANDS '`-A A o
12
Date of Class.: April 30, 1988
River Basin: Neuse�'" �� F SEBERM ` WETLANDS F
�} F ;� �SCALED
F k Aq
SCOTT CREEK �' = F = F �, i a` 6
(TAKEN FROM SOILS MAP) = F F F ;"—. F } �.'° a" _ .F jo
100-YR FLOODPLAIN F F `�2F IBz_ ass E4 Bs
ELEV. 8.0 MSL = F F �4 1 %1 F- _ _k_ _ _ - —00 F
FOSCUE FAMILY LIMITED F ----- 4 --'�
(SCALED FROM FIRM MAP)
PARTNERSHIP
274/895 F r
PROPERTY BOUNDARY
50' RIPARIAN BUFFER
LEGEND:
EXISTING CONTOUR 2-FT
EXISTING CONTOUR 10-FT
ae
PROPOSED CONTOUR 2-FT
—
PROPOSED CONTOUR 10-FT
A8
WETLAND FLAG NUMBER
WETLAND LIMITS
EXISTING WOOD LINE
WETLANDS
CREEK
,A...... II
WETLAND BUFFER
- - - - -
PROPERTY BOUNDARY
— = 1151111 —
PROPERTY BUFFER
W
100-YR FLOOD PLAIN
-------
MINING LIMITS
— —
SILT FENCE
CE
CONSTRUCTION ENTRANCE
NOTES:
1. TOPOGRAPHIC INFORMATION, WOODS LINE, CONTOURS AND
PROPERTY BOUNDARIES 1'd41KIEN ]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 3720543700J; 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
DEWATERING 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 ACREAG
Tailings/Sediment Ponds Internal Mine
Stockpiles Internal Mine
Wastepiles Internal Mine
Processing Area/Haul Roads0.5 Acres_
i Mine Excavation 16.7 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
Address: 6763 HWY 17
New Bern, NC 28562
Current Zoning: Not Zoned
Utilities: Electric, Water
N
SCA F IN FEET
�_ 25 0 IOCI
Engineer/Designer:
laiela
aaasultubg PLLC
F.ngrraeefzrtg Pezn�'tffng�� Cocaaplisttee
ai BPi- 2,7111 P%
For t _dill, .SC 29708
f930) 355-V535
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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DRAWING NO.
Ec�ivE® 3
MAY 0% 2®21 REV. NO.
JD QUALITY SECTION
SHEET 3 OF 5
a
W . • + •
10
40

MINE P
` E
A41� � � \ � � a / ♦♦ i
WETLANDS /
SCALED ,' '�,; PROPERTY BOUNDARY WETLANDS
r°t 39, A38,' ��`� h , SCALED �♦
/
p ' FI kA37 \ A INS
i tAft . \ t E41
RMIT BOUNDARY ��' , ��� 397 93'
op
<1 9 A36 Y �1 '� I;` k ? `�. 41
43 I 4� i
t :'�'A35 It '-%� �. �@� 50-FT BUFFER FROM 41
It t `, i / , �% I PROPERTY BOUNDARY If
s S, A34 t !(' � � / ♦
85-FT MINIMUM /� % `� ek 1, C1 60-FT R/W WEATHERLY
A33
BUFFER FROM WETLANDS � '`v
AD1/1737
SCOTT FARM RD ;
SCOTT A32
GRAVEL ROAD ;
407/455�,�v "—��41
.,,.v T TTATL'
tq v
A31 _ PROPERTY BOUNDARY
/ !.
STREAM HEAD ( I m \ \\\ r BARN f /i
i i
PROPOSED MINE ENTRANCE
Ffs A29 / � A � '�
/F WETLANDS
WETLANDS
'�.,: SCALED
/ t 4 �� � �l � ,
SCALED �, s F. A28 ,` 3H:1V SLOPE MAX. ��>� 4
t
i s
/ t EXISITING GRAVEL DRIVE t
i t t TO SCOTT RESIDENCE t ,
Az6 v ACCESS RAMP
F t �12s ;
ty t A '10% MAX. SLOPE
\ 1 t t
t 3H:1V SLOPE IkIAX.
PROPERTY BOUNDARY F t r Y SO PROPERTY BUFFER ` r
t \
F t F t
'ERMIT BOUNDARY
:5O-FT BUFFER FROM
r
t t ;. A19 I j ,:�, PRIVATE DRIVE EXISTING
t t FI
t t / I/ POND
Lis A18
tA17-�; WETLANDS 4
t p
i It f ) 1 is SCALED FI
It
�, A16/���<� �SCOTT /� t
_
�A 15 407/455 t
v
F _ ' / t
Al ♦ ' / /°
Surface Water Classifications: F t ♦_ `
Stream Index: 27-101-30 t t' =�- - ' SCOTT�; t
: I r RESIDENCE /t
Stream Name: Scott Creek t �� t Al �s ` 0 . f`: - ,
Description: From source to Trent River 85-FT MINI"MUM `, % �'� �% PROPERTY BOUNDARY j
"Z\ h \,{ j ♦ F
Classification: C;Sw,NSW BUFFER FROM WETLANDS F F A1Z11t �=_ A o\� Al 33F
Date of Class.: April 30, 1988 t t
t F . 1 J
River Basin: Neuse
t ♦ t SE BERM t Li J
� y � 4 WETLANDS �
A7 ,s SCALED
t
SCOTT CREEK t t t� t t A6
r
(TAKEN FROM SOILS MAP)
t ✓
4 t ! t � ,.
✓✓-1J`-- 1: " r
F + F F A4 A3 r
50-FT PROPERTY BUFFER
A2 �2�_
F F t t ®�_, �B3B4- B15 _ _ _ _ *,
t t
FOSCUE FAMILY LIMITED—t < ~ F r!
PARTNERSHIP �
50' RIPARIAN BUFFER
274/895 PROPERTY BOUNDARY
LEGEND:
EXISTING CONTOUR 2-FT
EXISTING CONTOUR 10-FT
28 PROPOSED CONTOUR 2-FT
PROPOSED CONTOUR 10-FT
A8 WETLAND FLAG NUMBER
WETLAND LIMITS
EXISTING WOOD LINE "
WETLANDS
CREEK
......�. . .
WETLAND BUFFER
Mill WE No — m NO PROPERTY BOUNDARY
--- -- e PROPERTY BUFFER
RECLAIMED AS LAKE =
CROSS SECTION LOCATION
NOTES:
1. TOPOGRAPHIC INFORMATION, WOODS LINE, CONTOURS AND
PROPERTY BOUNDARIES TAKEN IF1I$Oilxll '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.
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
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 AREAS INCLUDING 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
O nsulting PLLO
Fjigmeefmy, Pen2iii6qZ& Comptanee
317 Bii-vIiain F1
Fort ALASS-99i09
[phone]
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. I DATE I BY:
DRAWING NO.
RECEIVED 4
MAY 07 2�121
REV. NO.
LAN,) QUALITY SECTION
SHEET 4 OF 5 '

35.0
30.0
,4
scALE ,V 1 1
_
25.0
15 7.53.75 D 1=
VERTICAL SCALE 20.0
15.0
10.0
5.0
0.0
-5.0
0+00
EXISTING GROUND SURFACE
3H:1V SIDE SLOPES (MAX.)
1+00 2+00 3+00 4+00 K 5+00
WATER ELEVATION 12.0_ MSL
BEXISTING GROUND SURFACE
35.0
30.0
25.0 3H:1V SIDE SLOPES (MAX.)
20.0
15.0
10.0
5.0
0.0
-5.0
0+00 1+00 2+00 3+00
15 t VERTICAL SCALE CROSS SEC
�
EXISITNG GROUND SUF
3H:1V SIDE SLOPES (MAX.)
4+00
'IONB - Bit
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.£ 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.
7. Additional erosion control measures may be required depending 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
Ta l l Fescue
300
l b. /ac,
or
7 l b,
/1000 s,
f.
Nov.
1 - Mar.
1
Ta l l fescue and
300
lb. /ac,
or
7 lb,
/1000 s,
f,
Abruzzi Rye
25
lb. /ac,
or
1/2
Ib, /1000
s, f,
Mar.
1 - Apr.
15
Ta l t Fescue
300
lb, /ac,
or
7 tb,
/1000 s,
f,
Apr.
15 - Jul,
30
Mulled Common
30
l b, /ac,
or
1 Lb,
/1000 s,
f,
Bermuclagrass
Ju 1,
15 - Aug.
15
Tali Fescue and
300
l b. /ac,
or
7 l b,
/1000 s,
f,
Browntop MI l let or
35
lb, /ac,
or
7/8
lb. 11000
s.f.
Sorghum Sudan Hybrids 30
lb. /ac,
or
3/4
lb, 11000
s.f.
Mulch
with straw
applied
at the rate of 75-100 Ib./1000 s.f.
Heavily
mulched during January - March period.
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./ac.
5+00
1
64-00
CROSS S
35.0
� 30.0
25.0
20.0
15.0
10.0
5.0
0.0
-5.0
6+00 7+00
SCALE IN FEET
60 16 15 G 60
HORIZONTAL SCALE
7+00
8+00
ECT'I®N A - Al
ff I
N?OE5 Starmwafer OEseharge�for GonsWctian Acdmties (NC6L»} NCDENjLilivisWn of Energy, Mineral are said Fr oue
STABILIZATION TIMEPRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIta EFRAME EXCEPTIONS
kiiridio Perimeter dikes, swales, ditches, slopes
7 days
None
i a
High water (HRW) Zones
days
d
7y
o e
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less In length and are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
�;. All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and Hdw.Zones.
9+00 10+00 11+00 12+00
HORIZONTAL SCALE
8' Max. standard strength fabric with wire fence
6' max, extra strength fabric without wire fence
Steel
post
Plastic
wire tie
Wire 18-24"
fence
v8" down & 4"
forward along
24" the trench
Maintenance
lnspmstdAdncnt tutees at leiLNt unC`east.'tiekand alit're-ach rainfall, Makleany
rc n red rePa TS itilln d ately.
Should the fahr:L ,ti a :,rill mart fence C011apse, tear, deeiampnsc or hLtorne
indle&t L:- rcphlc� It prolllil Lil'..
Remiwe si dthm nt deprnils i rnxcssdr; to prli%salmi adcLµllJL Storage volum
for the next ni n and to C dLRe pris'.LIn3 UIl Lhc ILDei!_ Like Cktle n) q%'Llitl
undermining the li:rrc daring, dicunoUt
IT,.cmuvc :ill fcncing Inatcrtals and Llli)tab._ idailett !ll't Osi LS and bring the
area till 'Irddir and Stablh ZtC It alter the cons outing draRnage area has been
prt�xrl stahi4ided.
Construction
MATERIALS
Specifications
#. Use a synthu t fitter IuGrC tll at ,e.ct '05 b -_;eln Of pLr-.yolclins nr
ptlycslcr, Nsliich iSC6CLli�d H_5 the' filar ll lit Ctl :r OF 11[ppitcra,, conft)rrrang till
the 1Cyueri;meols,n Awl N11) rl-Irrl_.ih:Lll nhu ;nzn pun in 'fable
Sn,mttiCUIC fi!Lcr lalrr.c sI ,lid orlihrn LLtrc%T ,Icl n% iidiihttori and SLahs`li%et3
It) pFUuitac a rl, n=nluln til b months 01' csp<JclLil Il ttlhiQ iotisL€LlLnan fife it a
T- ,«
... 117su2^ tile et pn its t, it c•d; n,+_nil lens: -us arc! �2 lh; lsnL.er lC IIltill.l�lilll
Saeel n-lh a u,uiLnaLun =cuLth of 7 i'cet. Make sure; that StLcl rases have
pprUiu:tlons la 1.IL hittw 1 1�tLiil 1u the litbric_
3. FLx rcinlilrLemcnt of �;Landard strength filter fabric, use wile fence with
nananurn 14 gaugeanila maximon mesh spi<Ciri „off, Inches.
Table 6.62b Specifications
For Sediment Fence Fabric
13+00
6
35.0
30.0
25.0
20.0
15.0
10.0
5.0
0.0
-5.0
14+00 15+00
- ---- Wire
fence
Cross -Section
View
Filter
Steel fabric Rackfill trench Not
post und.r..o t
fltorau q`°°,"`
s
o 4 upslope
in
8,
24" mm
Natural
ground
1C CONSTRUCTION -
1 C.'onslrLICL LBLL S .Lrn_nt barrier of *standard strength ur extra strength
s} uth;_t.c !Pier fi{hcL,
? Lll,urC th;il ttIC 11 -ht ri hr ciilnLut lcn, lior_s not ezicetd 24 itch,_,,
abut c the gnxtnd -w lacu ll t.<rl iC11CCS ❑ A !OIII0uu,i oium,ts of urtlt;_r
SLtftiesent tocaUSC Ll I&C of th, stnbcturc_)
3. Uonatruct the ii_r:t Juibnc liom d CunLknLl(LUS tut[ L11L to dl� cngth 01 lh,.
barrier to avoid ga.ne_ li, hen )LIMIS air nil e'sti a}. seLvt C .i LiMcn the 11ACr
C1 lh Only at a ampPLxt puSl Wi dl k fcct nninrium ovnthLp lu Lhc nc.I litiSL
4. Support standard wTchktb filter l�abroc h-, % .e tnesh i i tined 1i!Lul . A. to
the upiilopesideof tht PusL.N. Ltitclxl Lh . r; ni .h sLiphult to thx_ hvuuln L>f
the ecench fasn the utrc a nlurLcuunt, th<n 1 Ibr:a un the uii up J� 111
c tit fcncC Post. Wire tit plastic zip ties ;huLlld ha, L rrinimtim 50 pound
stwil _nh.
5. Whlm a twice mesh support lanco is us d, _%paCCpu~sLs a maxtenuna ails
apart. Support tents ,huuid be drircn securely Into the ground a nnn.11.tn3 ,.,I
24 in h s.
6. LxLra stnmgih filter lahr,c +tAh 6 feet POM SPILcing dtlt s ntYt req urea i ie
UR:shsuPportferns. itStc❑the flwri'ahnedsrti tlytupt,,.tti %k:[o (ir
plastie ip tarts shou'd Ilawt rniruntutn 50 pound tt:nsil micngth.
7. Excavated Iricn0l uppnivinittt:N 4 inches wide and 8 inches deep aL ong
lbt prupu,cdfine ill pint:, And LIPsiope lrtTnl the barrier(Pig irc 6.62u).
8. P!Lice 12 irx ilex ul ilic fi-lbrIc al ng the i uttorn and sale of Ilie trench.
9. l3acklill the trclrch xtth sail placed aver the fitter labr1•q Land cL>ntpaet.
fhcirut12it ctrrnpacnwl of lhL b tckfill as Emit: al tti33it fcnLrPcrliyrnisn c.
10. lit not attach li ter flahrtt it) existing trees -
Installation I. ,rid, 6.t of hsa'hend tests should he at SC:LSt Line iaim highier then the
Specifications
nLd I . of laic fence. Chuk x,th a let € t n ci ary
, I la" 1 f t s .. t ri f.:. 1..t
Temporary Sift Fence Material Property Requirements
sapportoC' On-Sipporteo'
Type of
Test Metaeial Units Sir Force Silt Force
Val re
Grab Strcil5m ASTM D 4632 Nt1Gs)
Maatiliaaa Direction 400 550
MARV
(90) (0)
X-Medotne Reaction 400 450
MARV
(W (WS
Perniii, ASTM 0.4491: s¢c-t 0:05 0.05
ht),R'V
Apparent ,Opening Sizal ASTM D 4751 mail 0.50 0.60
M.M. ARV:
(OS Suva #1 (30} (mat
Uttraviii Stable/ ASTM D 4355 Retained 70% after 70% after
t of exists taro Sarh cf ex7ra..wrc
T 1tiir�ti
S tma�gih
Sat Force sit ppart sti aB consist of 14 gage steel wiry wtl. a mash specing of 154 rile f6 inches 1. ar tvafitxielac, Paylrrner iT+a,sh of
equivaicri strengin_
"These default vac uos are based car em?�ral evidence WIE a variety of sediment. For enwrnam¢rtLxky seas dye areas,
a review of
pr¢ucas experlerce andror s![¢or ragspnaf3y sp¢cmc gootextJ¢ tests ee accordant¢ vrtn Test Ist¢inaxf D 51+w1 &;cubs be
peri6rmad
oY tha agency to as.fim, stuta¢ajtq of iF;¢sa r7�urramCfits.
'iris na¢asur¢d in actcrdan � x4^tl: T¢a't M¢tlso¢ ❑ 4632.
_._
SILT FENCE DETAIL
). ., pos.� C'LC aptir in C'r5Cwit ircas an Cc aprrC tM Staniar,
app:..atm,'mn.
1. 1[,, 1.1 prsst, i sit de,-p on the dnwnsivem n stde of the in fake, and
ItC,oie as pwro:h e to tilc labinc, amiWarg posts to support tie fabric linen
L'Ip,tn4tm ,6ldCr pre,11-al.
4, .,Lei: psr.;t:. W th the nipple, facing a%+a} Fntm the sift Itib ic..
5. ALLUdi the Libre to each pot r,ith three fags, all,fawed wathin the top 8
the t,; s of Una fabric, A l ld, h e,ich r: a itagonai ly 45 degrcii s rhroutih the fabric,
WiaL .UL11 pLundurr at 3ca.t I :rich s-crtic:illy .apart. .Asia, each lie shuuld he
taii,':cuned to hart on a pusui.ppL_ ,its en t*shtcncd in prcvsxa sasggrig.
6. N: c¢p 1lpmi1iaim14;fy 6 useh:5 +,l hr.e uroun.l tha end pnsts and `secure
r, nth a tile;.
7. Aosnurc. th.m 14 moos nY a 36 inch nihra
tL{L:.
b. 1 hd,u>t. ilaiaa, should txctaccked and L011Cc:_d I'OF ULIV d¢viankat, hciurc
tan i guar
4, t unipa,t.on is eaa!iv mrpurtant f, r rill:, Lll-- rcrttas. (0111INiCL the soli
Milli hale %, ❑e,[ Lo the rtlL fcnu fhhrie k tS the liom wivel of the• mictur,
skid Leer. of ant:u cicouig u 1cdzT 60 pcuuls lice square lildl C'vmpad the
up. n.uni _S;dC tint. and then each Side tw4L c fiir R IULU1 0 1'4 trips_
Engineer/Designer:
asiela
onsulting PLLC
Wii
s
.F.tI�XIT2Etirt3 r 'l..`11tfTIl�'c� CO.'pxyf1372f2
"1,7 BI-h1lan) P1
FOt13fill SC
0,50) C1515-4535
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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(SEAL)
REV. NO.
DATE
BY:
DRAWING NO.
RECEIVED S
MAY 07 2021
-.. 0.
LAND QUALITY SECTION r7
SHEET 5 OF 5