20181598 Ver 1_Attachment C - Proposed Pit Drawing_20211026

POND BOUNDARY
LEGEND FEMA FLOOD MAP INFO:
EX. — EXISTING
SDO — SPECIAL SEDIMENT CONTROL FENCE
SEE NCDOT STANDARD DWG 1606.01
TYP. — TYPICAL
— HIGHLY VISIBLE FENCE (SAFETY)/
SILT FENCE
SITE PROPERTY BOUNDARY
PROPOSED POND
WL
DATE
10/8/20
APPR.
PROPERTY IS LOCATED ON PANEL 3720640000J, effective on
7/2/2004
Mine Area scaled in Zone X Area of minimal flood hazard, the
wetland area around the poond area scaled in Zone AE
PROPERTY BOUNDARY
B2
BI
DATE
142
APPR.
WL
PARCEL BOUNDARY
— EXISTING MINOR CONTOUR
— EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
— TREELINE
— WETLAND BOUNDARY
— DITCH LINE
ADDED FUTURE CELL TOWER AREA
k\\\
SOIL -TYPE
Ba
SOIL TYPE
La
PROPOSED FOND
WEST AsEA
I ,669,567 5Q ffT
38 ACRES
4
STONE ENERGY DISSIPATER
OUTFALL TO EXISTING DITCh
CLASS B RIP -RAP ON FILTER FABRIC
DISCHARGE POINT
34°54'3 I . 1 4"N LAT 76°57'20.48"W LON
427994 NORTh 26 12843 EAST
US-70 (HAVELOCK BYPASS)
FROM NORTH OF PINE GROVE
TO NORTH OF CARTERET
COUNTY LINE
TIP PROJECT R-1015 CONTRACT
C204177 WBS 34360.3.4
CI7
14 `r 69
A13
Al2
All
A10
8
A5
A4
A3
A2
WEYERHAEUSER: ZONE 5 TRACT
CRAVEN COUNTY, NORTH CAROLINA
Balfour Beatty Infrastructure, Inc
430 Eastwood Road, Wilmington, NC 28403
A2C
(N
Oj
Balfour Beatty
ti
WA-
1
1
1
ct
FUTURE CELL
TOWER SITE
EXISTING ROAD
POND BOUNDARY
ROADWAY
PROJECT R- I 0 15
CHECKED DATE
PROJECT ENGINEER
R. MANN
NCDOT LEVEL III CERTIFICATION
D. REED # 3865
PROJECT MANAGER
J. SOMMER
APPROVED
APPROVED
6E
15
.o'
�£O
DRAWN
D. REED
SCALE
AS NOTED
bE
W\
ROADWAY
PROJECT
Vicinity Sketch
Not to Scale
w`
WETLANDS / PLAN
DATE
8/27/2020
SITE SLOCUM RD
E
- o
Zo
cV
CLIENT APPROVAL
W.O. NO. ISSUED FOR DATE SHEET
REV. NO.
OF
0
3

12/11/08
WIDTH (MAY VARY)
STOCKPILES TO BE LOCATED WITHIN
THE BOUNDARY, LOCATIONS TO BE
DETERMINED AS NEEDED
Property Owner's Statement for Borrow Site:
I hereby certify that I am in agreement with this development, use, and reclamation plan, and
any exceptions noted when approved by the Engineer, and that I understand that I will be
responsible for the site upon completion of its use in the construction of the project noted in
the map legend. I understand that this plan, when approved, will serve as a guide in
controlling erosion and sediment in accordance with the Mining Act and the Sediment and
Pollution Control Act and as enforced by the North Carolina Department of Environment and
Natural Resources (DENR). I understand that any work exceeding the minimum necessary for
compliance with DENR requirements, should be negotiated between the Contractor and the
Property Owner. My signature below authorizes The Department of Transportation (DOT),
the Department of Environment and Natural Resources (DENR) or its agents, to enter upon my
property for a period of one year from the date of final acceptance of the project for which this
site plan is executed. If necessary, the DOT will be allowed to have the Contractor repair any
areas that are not in compliance with DENR requirements. After a one year inspection is held,
I will be solely responsible for assuring that the site is in compliance with DENR regulations. I
have the right to change the condition of the site after the final inspection and prior to the one
year follow-up inspection. However, if I make such changes, I acknowledge that DOT is
released from all obligations and conditions of this agreement and I will become solely
responsible for the condition of the site beginning on the date that I change the final inspection
condition.
Signatures:
Contractor's Representative:
Owners of Record:
(authorized to sign supplemental agreements/date)
Witness Owner
(signature/date) ( signature/date)
(signature/date) (signature/date)
Resident Engineer:
Exceptions:
(signature/date) (signature/date)
(signature /date)
Concurrence with exceptions:
Property Owner:
Contractor:
(signature/date) (signature/date)
Attachments: Burn Permit
(See plan cover for full list of attachments including environmental reviews, etc.)
CC:
Reclamation Procedures for Borrow/Waste/Staging Areas for Contracted Projects 12/11/08
14
1/4 WIRE MESH
SEDIMENT CONTROL STONE
1 ft min
WATER FLOW
14 WIRE MESH
2 ft
N STEEL POST - 2 ft DEPTH
VARIABLE
DIMENSION
2 ft
3 ft
1/4 WIRE MESH
SEDIMENT CONTROL STONE
SPECIAL SEDIMENT CONTROL
FENCE DETAIL 1606.01
SILT FENCE DRAINAGE BREAKS CAN BE
>SPECIAL SEDIMENT CONTROL FENCE
>EXCELSIOR WATTLE
>COIR FIBER WATTLE
CLASS 'A' STONE
8 IN. MIN. DEPTH
4
411
NOTES
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS.
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
BE DETERMINED BY THE ENGINEIER.
7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
BY THE ENGINEER.
8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE
GRAVEL CONSTRUCTION ENTRANCE DETAIL 1607.1
AGGREGATE
COMPACTED SAND
HAUL ROAD MODIFICATION AS NEEDED
WITI-I ROAD CROSS SECTION
NOT TO SCALE
HAUL ROAD NOTES
1: WHERE THE HAUL ROAD APPEARS TO NEED ADDITIONAL
STABILITY, THE CROSS SECTION SHOWN ABOVE WILL BE
REFERENCED
2: COMPACTED SAND WILL BE USED AS WELL AS A SAND
MIXTURE TOPPING.
3: ADDITIONALLY, AGGREGATE MAY BE USED AS A FINAL
MEASURE WHERE STABILITY CANNOT BE ACHIEVED WITH
SAND ALONE.
4: HAUL ROAD WILL BE LINED ON BOTH SIDES WITH SILT FENCE
TO PREVENT SILT LOSS FROM THE HAUL ROAD.
Ah.
Q� Ah.
FILL SLOPE
—VAR.
2' TO 10'
di
WASTE MATERIAL
VAR.
O'TO2'
CROSS SECTIONAL VIEW
TEMPORARY SILT DITCH DETAIL 1630.03
TO BE USED AS NEEDED FOR DRAINAGE
INTO PIT
11
11
III
III
CROSS
SECTION
SILT
NOT
TO
SCALE
E�CISTING
GKOUN
TEM'ORAKY
DITCh
AS NEEDED
1 SLOPE
OF POND
OR
SLOPE 3:1
LESS STEEP
II
3:
BOTTM
OR
SLOPE 3:1
LESS STEEP
+/-
25'
2:1 SLOPES FOR CLAYEY MATERIAL
3:1 SLOPES FOR SANDY MATERIAL
EXISTING GROUND
TYPICAL CROSS—SECTION OF
STOCKPILE OR OVERBURDEN AREAS
NOT TO SCALE
GENERAL NOTES
1: SILT DITCHES WILL BE CUT AS NECESSARY FOR DRAINAGE
INTO THE PIT
2: DITCH CROSSINGS WILL BE BRIDGED AS TO NOT IMPACT THE
ENVIRONMENTAL STABILITY OF THE EXISTING CONDITIONS OF
THE EXISTING DITCHES
3: STOCKPILES WILL BE LOCATED WITHIN THE PIT BOUNDARY,
LOCATIONS TO BE DETERMINED AS NEEDED.
4: STOCKPILES WILL BE USED FOR SLOPES AS SOON AS
POSSIBLE.
BORROW PIT DEWATERING BASIN DETAIL
GENERAL NOTES:
DETERMINE BORROW PIT DE ATERING BASIN SIZE USING
V - 6.0203 • 0 * T, 'MERE V is VOLUME (FT'), 0 is
PUMP FLOW RATE (GPM) AND T IS DEWATERING TIME (If).
USE MAXIMUM FLOW RATi OF 1000 GPM AND A MINIMUM
DEMKIITEAINQ TIME OF 2 MUM
RISER SHALL BE A NON -PERFORATED, SMOOTH OR CORRUGATED
MAMMAL RUH A FLASFISOARD OPTION.
CTRUCT THE COIR FIBER BAFFLE WITH A MATERIAL
MT NESTS DE SPECIFICATIONS OF THE COIR FIBER
MT SPECIAL PROVISION PROVIDED IN Tlf CONTRACT.
PROVIDE Si STEEL Pe6'T8 OF THE SELF -FASTENER
A OLE STEEL TVPE. INSTALL STEEL POSTS
KITH NO MORE THAN 3' OF THE POST APPEARING
ABOVE THE GROUND.
ATTACH THE COIR FIBER MAT TO THE STFF1
POSTS WITH WIRE OR OTHER ACCEPTABLE MEANS
AND' STAPLED INTO THE SO1t AND SIDE SLOPES
OF THE M#ASIFI WITH 12" STAPLE$.
INSTALL TYPE 2 FILTER FABRIC O4 81DESLOP 8 AND
BOTTOM OF BASIN AT INLET AS SHOWN IN THE DETAIL.
USE THE TYPICAL SECTION SHOWN FOR THE
BORROW PIT DEWATERINO BASIN AS A GUIDE. THE
BASIN MAY HAVE ANY TYPE CONFI.MATION AB LONG AS
SUFFICIENT VOLUME I8 PROVIDED AND PROVISIONS
ARE MADE FOR A NON -PERFORATED RISER.
D0 NOT EXCEED Sit FT. IN HEIGHT FOR THE EARTH
DIMES REQUIRED FOR BORROW PIT INWATERINO BASIN.
THE BORROW PIT DEWATERINO BASIN SIZE IS VARIABLE
AND DEPENDENT ON SPECIFIC SITE RE1UIREM ENTS
AS WELL AS PROPOSED CONSTRUCTION OPERATIONS_
SUBMIT THE SIZE, LOCATION AND RISER PIPE
MATERIAL FOR APPROVAL PRIOR TO CONSTRUCTION.
PUMP THE EFFLUETIT INTO THE BROW PIT DEIIATERING
BASIN TO A MAXIMUM DEPTH OF 6 I N . BELOW TOP OF
EARTH DIKE.
PROVIDE A STONE ENERGY DISSIPATOR PAD AT THE
OUTLET OF Ti-t, F' Mr U L SUhU1NUL HOSE AMJ OU1 LEI OF
THE RISER BARREL IN ACCORDANCE WITH ROADWAY
STANDARD DRAWING 878.02 FOR OUTLET WIO DITCH.
m
r C LASS A STONE
FILTE71 FAMi
-COIN FIB INFFLE
n
INCL
./}4 L
IN YIN.
EARTH DIKE
PLAN
EARTH MATERIAttA,
Ma; AnIFIED
COIR FIBER BAFFLE STEEL POSTS
RISER
� LL-REEP
VARIABLE
TYPICAL SECTION VIEW
STONE ENERO'I
--DISSIPATOR
cc) xi'
<
UNCLASSIFIED
EARTH MATERIAL
COIR FIBER BAFFLE
6"
1►-0►►+
r
O
) ANTI -SEEP
COLLAR
STEEL POSTS
VARIABLE
TYPICAL SECTION VIEW
moo
DE
ATE
SING
psi
IN
)ETA
L
NO. DATE
APPR.
NO.
DATE
APPR.
2
3
US-70 (HAVELOCK BYPASS)
FROM NORTH OF PINE GROVE
TO NORTH OF CARTERET
COUNTY LINE
TIP PROJECT R-1015 CONTRACT
C204177 WBS 34360.3.4
WEYERHAEUSER: ZONE 5 TRACT
CRAVEN COUNTY, NORTH CAROLINA
Balfour Beatty Infrastructure, Inc.
430 Eastwood Road, Wilmington, NC 28403
Balfour Beatty
CHECKED
DATE
PROJECT ENGINEER
R. MANN
NCDOT LEVEL III CERTIFICATION
D. REED # 3865
PROJECT MANAGER
J. SOMMER
DETAILS
((It
APPROVED
DRAWN
D. REED
DATE
9/17/20
CLIENT APPROVAL
REV. NO.
0
APPROVED
SCALE
AS NOTED
W.O. NO.
ISSUED FOR DATE
SHEET2
OF