SW6071101_APPROVED PLANS_20150424

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW IOQ��t�I
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD
n

H
9
j
3
C
0
9 1 L 1 9 1 9
GRAPHIC SCALE
50 0 25 50 100
( SCALE 1" = 50' )
CATCH BASIN
T/C=189.94
a- IINV.=186.04 CATCH BASIN
T/C=189.70
INV.=186.60
3 8"
CONC. CON
ASPH.
F
o�
M Ct> CATCH BASIN
0. T/C=190.00
cP, INV.=186.60
-- 0
-I CATCH BASIN
T/C=190.34
INV.=187.84
BLDG. U G LEC. ASPH. CONC.
LLJ
U, in
Q Q
c
cn cn I w -
FHJE 'w
ASPH.
30E .XSAj I -
STORM MANHOLE
T/C=190.62
F/L 24" N&S=186.02-
F/L 15" E=186.53
ASPH.
r TREES
G. EC.
J {
a
m
STORM MANHOLE
T/C=190.33
F/L 24" N&S=185.73
F/L 15" E=186.23
ala-
I
TREES
STORM MANHOLE
T/C=190.52
F/L 30" S=185.44
F/L 24" N=185.44
F/L 15" E=187.52
G. IREC� \
U.4
. ELEC.
U.GE LEC.
i WALL
ASPH. �
F/L 18"W=184.
F/L 24"SE=1E
T C=188.56
/L 18"NE=184.86
U.G.�/L 12"N=184.86
LEC
ASPH.
8_
WAl
24\
F/L 2 " 2 =184
kti\\
OP
(ADD ALTERNATE)
REV DESCRIPTION ASSIGNMENT/PROJECT NO. REV DESCRIPTION
THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION AND IS TO BE RETURNED
UPON REQUEST. THE CONTENTS MAY NOT BE COPIED, DISCLOSED TO THIRD
PARTIES, OR USED FOR OTHER THAN THE EXPRESS PURPOSE FOR WHICH IT HAS
BEEN PROVIDED WITHOUT WRITTEN CONSENT.
ISSUE DATE
BY
CHECKED
ENGR APVD
ENGR
MGR APVD
DFT MGR
APVD
ISSUE DATE
BY
8
7
1
6
ASSIGNMENT/PROJECT NO.
F/L 18"SE=
FA 30"N=188.00
F/L 30"N=187.48
F/L 30"NW=187.46,
b I E
STONE
F/L 18"NW=188.11
%o\ \ N.
X, \ F/L 12"N=188.38
\ \ c
\\\ F/L 12"S=1 .11
\\ `o \
\b\ \ ASPH. \
\� �9
F/L 18"=187.22 a
F/Ll12"N=188.01 LL
B, I ASPH.
\ VA \\ STONE
\ WALL /
FA 18"S=186.62 y�yo
\ \\ F/L 18"NW=1 7.7 /
1 " \\ LL \ WALL ' ASPH. /
F/L 12"S =1 7 41
F/L 18 5E=187.56 ,�• \ �2• \ 0°
In U.G. LEC.
\y Iml I ASPH. // \
OF EXIST. GAS LINE POs7
CONTRACTOR TO VERIFY
PRIOR TO CONSTRUCTION. /
INSTALL FIRE PROTECTION \
UNDER GAS SERVICE.
�ci
Ff
REV I DESCRIPTION
CHECKED
ENGR APVD
ENGR MGR APVD
DFT MGR APVD
ISSUE DATE
BY
5
TOP OF GA=184.56
/WALL2�
i F/L 18"N=185.87
a
\ a�
:LOCATE TO" FIRE
WATER Ly F/L 4"�E�184. 7
I
\I \ I /L 24"NW=183.5
I I I I
F/L EL
I I I
I I I
F/l1 18"W=183.7
F/L 18"W=183.
FIL 18"W=183. 2
i I I I
IWOODS
RELOC TED FENCE
I I I
T N TI ONI I
N #3 I I I I
I
I I
6 I I I I
I I I I
I I I I
I I I
I I I I
WOODS
CCNSTR TION ENTRANCE
TEMPO RY GUARD SHACK
WITH A D IN RNETRY POWER
F/L 36 181.89
STONEJ�
\ to _ 130' L.F. 36" STORM
- SEWER ® 0.18%
WALL
(424 I F/L 36 84.
181.40 R ® 0.18 a
FA 1 "=105
5A 16
I � �� I
I II I
I I
I
II I WOODS
I I
I I
II I
Inn I
I II I
WOODS
II I
I I I I
I
Z l
UTII.ITY TABLE
SANITARY SEWER
STORM SEWER WATER LINE
INLET n n
1 F/L 31 SE=186.25 I 10" 9' ELBOW I 1 1/2" FORCE MAIN OUTLET H
FLARED END SECTION 8"x10" REDUCER (ADD ALTERNATE)
8" PIV
CATCH BASIN �n� 2
L 10"x10" TEE » _
2 T/C=189.50 (2) 10" VALVES w/ BOXES (ADD2ALTERNATE)
F/L 30" N&S=185.93
» »
CATCH BASIN 8" PIV TEE 1 1 /2" - BEND
3 SEE DETAIL SHEET C108 (ADD ALTERNATE)
T/C=189.25
F/L EX. (3) 18"E=185.26 4 10" 45' ELBOW GRINDER PUMP
F/L 30" N=185.30 10" 22 1 /2' ELBOW \-! TOP= 194.00
4 F/L 1 1/2" S=191.63
OUTLET
5 (ADD ALTERNATE)
F±F L 24" W=182.50 10"x8" TEE
FARED END SECTION 8" 45' ELBOW NOTE:
8" 22 1 /2' ELBOW 8" PIV CONTRACTOR SHALL DEFLECT
CATCH BASIN 1 1/2" FORCE MAIN AS
5 NEEDED PER MANUFACTURERES
T/C=189.00 6 RECOMMENDATIONS TO
F/L 24" E=183.52 10" 22 1 /2' ELBOW MAINTAIN HORIZONTAL AND
F/L 15" NW=184.00 VERTICAL SEPARATION FROM
F/L 15" W=186.48 OTHER UTILITIES.
F/L 15" SW=185.83 7 10" 22 1/2' ELBOWS (ADD ALTERNATE)
CATCH BASIN
E6T/C=192.75
10"x8" TEE
F/L 15" SE=184.72 10" VALVE w/ BOX UTILITY CROSSINGS
F/L 12" N=187.75 8" PIV
F/L 12" W=184.90 10" 22 1 /2' ELBOWS
CATCH I F/L 10" WATER=184.0f
/ T/C=192.75 9 10"x6" TEE CONTRACTOR TO VERIFY
F/L 15" E&W=186.73 F/L 12" N&S=188.00 F.H. ASSEMBLY GAS DEPTH & LOCATION
8 CATCH BASIN 10 10"x6"TEE L F/L 10" WATER=184.Of
T/C=192.75 8" PIV CONTRACTOR TO VERIFY
F/L 15" NE=186.73 GAS DEPTH & LOCATION
F/L 12" S=188.00�+�
10" 45' ELBOW &&3-
OUTLET F/L 15" STORM=185.07
FLARED END SECTION 12 TOP 10" WATER=183.57
9
F/L (3) 18"NW=182.78 10" 45' ELBOW
CATCH BASIN
SEE DETAIL SHEET C108 13 10" " F/L 18" STORM=184.32
10 T/C=188.50 F HX ASSEMBLY TEE TOP 10" WATER=182.82
F/L (3) 18 SE=183.23
F/L 18" NE&W=184.29 J TOP (3) 18" STORM=184.45
F/L 24" SW=183.79 14 10"x8" TEE F/L 4" GAS = 185.95
CATCH BASIN 8" PIV
T/C=188.50 V F/L 15" STORM=186.56 3
11
F/L EX. 12"E=186.0f TOP 10" WATER=185.06
F/L 18" SW=184.44 15 10"x8" TEE
CATCH BASIN (2) 10" VALVES w/ BOXES
12 T/C=189.75 8 VALVE w/ BOX F/L 15 STORM=186.69
F/L 24" NE=184.16 TOP 10 WATER=185.19
F/L 18" SW=184.66 16 10" 90' ELBOW
F/L 15" W=184.99 8" PIV g
CATCH BASIN F/L 15" STORM=184.57
13
TOP 10" WATER=183.07 T/C=189.00 17 8"x8" TEE
FL 15" W=185 327 (2) 8" VALVES w/ BOXES Z9
TOP 24" STORM=184.80
F/L 4" GAS = 185.70
14 CATCH BASIN
T/C=189.85 10
F/L 15" E=186.08 F/L 12" STORM=187.92
CONTRACTOR TO FIELD D
VERIFY ELEV. OF EX.
3'x3' OUTLET STRUCTURE 8" WATER
SEE DETAIL SHEET C110
15
T/C=187.00
F/L 36" S=182.69
5' DIA. MANHOLE
5A
T/C=189.50
F/L 36" N&E=182.46
16 OUTLET
FLARED END SECTION
F/L 36" W=182.42
3'x3' OUTLET STRUCTURE C
SEE DETAIL SHEET C110
17
T/C=186.10
F/L 30" SE=181.88
18 OUTLET
FLARED END SECTION
F/L 30" NW=181.55
OUTLET
19 FLARED END SECTION
F/L 15" W=187.60
OUTLET
2_ +5- rLBO
�
12" 22 1 /2' ELBOW
F/L 12" E&SW=188.78
Ads"r,Y..-tar�sr. ra,��„ r1,lreren�n13
G j rtstnncl
ricnts is
reywre c" t,
n.n llna
rules rr-
-doer
inspec
vith\��
```��\\Illlllllry/
�Ap
the pla- .
ith the
`���� �•••••• �
stormwate _.
Permit 5 0
:�� Q�•�'$S/Q
ti
N c - 2serlu2
aSm
heel# Z.
Revision DaFe Z�• S
_- �
= ��
,G(d
_L
042194
SCALE except as noted PERMANENTLY MATERIAL DRAWN DATE
NONE MARK PART NO. MEK 01/28/2015
ON SURFACE
III INDICATC BV
FINISH \ EXCEPT CHECKED
NONE
AS NOTED KAM
TOLERANCE UNLESS NEXTASSV. ENGR APVD
OTHERWISE SPECIFIED
BASIC 1 PL 2 PL 3 PL ERGONOMIST APVD (WHEN REQUIRED) ENGR MGR APVD
ASSIGNMENT/PROJECT NO. REV DESCRIPTION ASSIGNMENT/PROJECT NO. DIM DEC DEC DEC
ISSUED FOR BIDS UP TO 6 ±.04 ±.02 ±.005 PROJECT NO / ASSIGN'T NO. LET MGR APVD
6 TO 24 ±.06 ±.03 ±.010 USDA OR GOVi APPROVAL NO.
CHECKED ENGRAPVD ENGR MGR APVD DFTMGR APVD ISSUE DATE BY CHECKED4GRAPVD ENGRMGRAPVD DFTMGR APVD 24 UP ±,10 ±.06 ±.015 9210-115
01/28/2015 ANGULAR DIMENSIONS ±1/2° 1809001
4 3 2
L3
Campbell Soup Supply Company, L.L.C.
Maxton, North Carolina 28364
A
SITE DIMENSION
AND UTILITY PLAN
C102
SIZE DRAWING NO REV
EPLANT DIV ^ I SIT SIZE/NO 0
CMPTR CAI -CSC Maxton Warehouse_moyersd wt SHEET - OF
FILE -
1

N
L 1 9
9
11
F/L 18"SE=188.6
F/L 30"N=188.00 -
F/L 30"N=187.48 'B+ STOKE\
F/L 30"N=1"i7.4 \
C
z
I,
00
H
N,- 195 I
1
Lo
/--_ L I
� I
\197�� I
961
S61
�C
O�OW ARLA
F R DISPOSAL OF /
'EXC SS TOP SOIL I
l� I
/C) 0)
858 f-
. I
/
J
(
1
/ /
=.;
L J
1
i
D
-�1
Ci
B
I
A
THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION AND IS TO BE RETURNED
UPON REQUEST. THE CONTENTS MAY NOT BE COPIED, DISCLOSED TO THIRD
PARTIES, OR USED FOR OTHER THAN THE EXPRESS PURPOSE FOR WHICH IT HAS
/
BEEN PROVIDED WITHOUT WRITTEN CONSENT.
8
I
N
rn
REV I DESCRIPTION
F.F.E.=1
F.F.E.=194.
GRASS LINED CHANNEL TO BE
SEEDED AND MULCHED. ROLLED
CATCH BASIN EROSION CONTROL PRODUCT (RECP)
T/C=189.94
(AT
w) ZA" 8NK=1ss.o4 CATCH6B SI AFTERJUTE MGRAD NGnNG NSTALLED COMPLEITEpDIATELY
INV.=186.60 EXISTING BUILDING
e" F.F.E. = 194.63
CONC. o CON\
ASPH.
it
CATCH BASIN
T/C=190.00
INV.=186.60 B.
CATCH BASIN
/C=190.34
INV.=187.84
(W) STORM MANHOLE
BLDG. U G LEC. ASPH. CONC. T/C=190.62
U) F/L 24" S=186.19
L-II LEI F/L 15" E=187.62
Q QII 1
N
WAIL
ASPH. //
E T/C l l \
T/C=192.3092.30
o �
STORM MANHOLE
T/C=190.62�
F/L 24" N&S=186.02�,7---,
F/L 15" E=186.53
ASPH. N
TREES I
G. E�. < N
I
I
\ o STORM MANHOLE
T/C=190.33
F/L 24" N&S=185.73
F/L 15" E=186.23
I
w<
TREES
/ STORM MANHOLE
A PH. ASPH. T/C-190.52
F/L 30" S=185.44
I F/L 24" N-185.44
F/L 15" E=187.52
ATCH BASI U.G. I
/C=187.63 I
/L 12"S=1 5.43
F.G
U. ELEC. I W
I o
U.G ELEC. )
i
56V k d �
\ Q'
`?
n
WALL\ Z
r ( 0 / �- CONC. �9g6 19�0 h�QprrS.
WALL\TF/L 0"N=185.30 CATCH BASIN CATCH BASIN
" �00 T C=189.39 T/C=189.39 PROP.
ASPH. 24 F/L 30"E=1 4.49 F/L 24" E&W=184.97 F/L 18" W=185.21 STONE
F/L 18"W=184.91 F/L 24" E=185.21
30" 24" 18"
F/L 24"SE=184.41 � F/L� =184.2 �,
CATCH BASIN
_ 6
T C-188.5
CATCH BASIN �5
T =1 12"N=184.86 42"SW=183.45 F/L18" E= 185.48
U.G. LEC/�0
17. \-190-H.� 6�
i ASPH. \ ASPH. \� \1�g.
ASSIGNMENT/PROJECT NO.
REV I DESCRIPTION
ISSUE DATE
BY
CHECKED
ENGR APVD
ENGRMGR APVD
DFT MGR APVD
ISSUE DATE
BY
7
1 6
ASSIGNMENT/PROJECT NO.
ILe LEC.--. --�
REV I DESCRIPTION
CHECKED ENGR APVD ENGRMGR APVD DFT MGR APVD ISSUE DATE BY
5
ar
190�
kLL
IF/L 1 'N\ 11
GRAPHIC SCALE
o\\\ \\ \�190� = F/L 12"N=188.38 W
lI �\ '90 - 50 0 25 50 100
\\\\\ O`\ F/L 12"S=1 .11
\\\C1. \ o ( SCALE 1" = 50' )
ASPH. (�
F
I �J
18"=187.22 < t
I N J
Ft E •00 \ \\ F/L 12"N=188.01 DO1/l\ \ \\ \ I LL
ASPH.
\\ \\ TONE
WALL..
i - \tF 18"5=786.62 .,.,.:. �_
(w) 1 I \ \\ F/L 18"NW-1
LL WALL ASPH. \F/L 12"S 1 741
F/L 18"5E=187.56 \
\ Q U.G. LEC.
S ASPH.
ml
T BASI \ �a I' ' 188.76
8SW 18 .0 F/L 18"NW=18727 / // /\
__-\ L L 91.25 WALL / u�
l n F/L 18"N=185.87 /
POS VLb
IWOODS
rConstruction in Pc,gr,.arce with these documents is
required by th,,r- �, �. �F Carolina :�, O•
rules re
inspect �signer
.... with -
the 21ano
,Im the
storrnwster rye ( p; ;, , r _ �•
/ FRd Permit $! ✓(i0 //�_/�yql
Sheet# .C.U3
SEAL
042194
rH P-
SCALE except as noted
NONE
PERMANENTLY
MARK PART NO.
ON SURFACE INDICATED BY
�
MATERIAL
DRAWN
MEK
DATE
01/28/2015
Campbell Soup Supply Company, L.L.C.
Maxton North Carolina 28364
f
NONE -
FINISH � EXCEPT
AS NOTED
CHECKED
KAM
GRADING
PLAN
C 103
TOLERANCE UNLESS
OTHERWISE SPECIFIED
NEXT ASSY.
ENGRAPVD
BASIC
DIM
1 PL
DEC
2 PL
DEC
3 PL
DEC
ERGONOMIST APVD (WHEN REQUIRED)
ENGRMGR APVD
ASSIGNMENT/PROJECT NO.
REV
DESCRIPTION ASSIGNMENT/PROJECT NO.
ISSUED FOR BIDS
UP TO 6
±.04
±,02
±.005
PROJECT NO / ASSIGN'T NO
9210-115
DFT MGR APVD
6 TO 24
±.06
±.03
±.010
SIZE
DRAWING NO
PLANT ��� DIV SH SIZE/NO
/V'
REV
O
USDA OR GOVT APPROVAL NO.
24 UP
±.10
±.06
±.015
CHECKED
ENGR APVD
ENGRMGR APVD
DFT MGR APVD
ISSUE DATE
01/28/2015
BY
CHECKED
ENGRAPVD
ENGRMGRAPVD
DFT MGR APVD
ANGULAR DIMENSIONS ±1/2o
IS09001
CMPTR C\UsersMoyersd0ocumenteRL-CSC Maxton Warehouse_
FILE moye tlrvt
SHEET - OF
4
3
2
1
H
0
j
3
LC
X
A-
0
.y► _ R � . t ,
- +�-
� •
� • tea. - ,,, _

W
AI
0
54
0
C
8 I L I 9
M
CID01
��
0 0
PLAN VIEW
-5' WIDE TOP EARTHEN
FOREBAY BERM
OUTLET STRUCTURE
TOP/BANK W/OUTLET ORIFICE -
OUTLET PIPE
PERMANENT POOL
POND BOTTOM
SEDIMENT SEDIMENT
STORAGE PROFILE VIEW STORAGE
PROPOSED WET POND #2 DETAIL
SCALE 1" = 30'
RIPRAP
MIN. SIZE 6"
MAX. SIZE 9"
DEPTH 15"
VEGETATIVE
SHELF
TOP/BANK
WET POND LANDSCAPE PLAN
WET BASIN #2 General Notes
STAGE / AREA / STORAGE RELATIONSHIP 1. Remove all rocks and debris that could interfere with tillage and the production of a
THIS DOES NOT INCLIUE 1' SEDIMENTATION STORAGE uniform seedbed.
2. Apply lime and fertilizer at rates recommended by soil test; spread evenly and
PERMANENT POOL
STAGE
(ft.)
DEPTH
(ft.)
SURFACE
AREA (s.f.)
AVERAGE
AREA (s.f.)
INCREMENTAL
VOLUME (c.f.)
TOTAL
VOLUME (c.f.)
TOTAL
VOLUME
181.25
--
6852
--
--
--
--
181.5
.25
7178
7015
1754
1754
.04
182
.5
7791
7485
3742
5496
.13
182.5
.5
8453
7969
3985
9481
.22
183
.5
9340
8897
4448
13929
.32
183.5
.5
10171
9755
4878
18802
.43
184
.5
11170
10671
5335
24142
.55
184.5
.5
12005
11588
5794
29935
.69
185
.5
15162
13584
6792
36727
.84
STORAGE ABOVE PERMANENT POOL
STAGE
(ft.)
DEPTH
(ft.)
SURFACE
AREA (s.f.)
AVERAGE
AREA (s.f.)
INCREMENTAL
VOLUME (c.f.)
TOTAL
VOLUME (c.f.)
TOTAL
VOLUME
(Cc.-C.f.)
4,55
.5
15162
--
--
--
--
185.5
.5
19234
17198
8599
8599
.20
186
.5
20357
19796
9898
18497
.42
186.5
.5
21483
20920
10460
28957
.66
187
.5
22625
22054
11027
39984
.92
187.5
.5
23780
23203
11601
51585
1.18
188
.5
24949
24365
12182
63768
1.46
188.5
.5
incorporate to a depth of 2 to 4 inches with a farm disk or chisel plow. Add weed free
Grade A compost mix to topsoil to develop a minimum organic content of 5-10%.
Prepared topsoil should have a pH between 5.5 and 7.0.
3. Loosen the subgrade immediately prior to spreading topsoil by disking or scarifying to a
depth of at least 2 inches.
4. Spread topsoil to a depth of 2 to 4 inches and cultipack.
5. Disk or harrow and rake to produce a uniform and well -pulverized surface.
6. Loosen surface just prior to applying seed.
7. Plant/seed and mulch immediately after amending the soil to stabilize the site as soon
as possible.
8. Water newly planted areas as required to ensure establishment of new vegetation.
9. Plants and/or seeds are to be planted at the rates specified by the suppliers.
10. There shall be a minimum two-year warranty period for plant survival/replacement.
11. At the end of the first year and again at the end of the two-year warranty period, all
plants that do not survive must be replaced.
No trees or shrubs should be planted within 10 feet of inlet or outlet pipes, or near manmade
structures such as emergency spillways or spreader swales. The deep water zone at the outlet
is not planted to prevent clogging of the outlet structure. Fall and winter are optimal for planting
in North Carolina, with a few exceptions. Shallow water plants should be installed between April
1 and July 15. Winter planting is difficult with shallow water plants.
The wet pond has three separate distinct landscaping areas. They are the deep pool - the open
water and permanent pool area with water depth 18" to 36"; shallow water/shallow land - the 10'
vegetated shelf and side slopes of the pond up to the temporary treatment pool water level; and
the upland area - side slopes of pond and banks above the maximum design pond high water
level.
The following are rates and kinds of plants to be planted in each of the two wet pond
landscaping areas. The plants are to be installed at the rates recommended by the supplier. All
plants are from Table 9-1 Wetland Plant Recommendations, of the NCDENR Stormwater BMP
Manual.
Deep Pool
Botanical Name Common Name
Isoetes spp. Quillwort
Zannichellia palustris Horned Pondweed
Nuphor polysepolum Spatterdock
LENGTH: MAIN POOL AREA ........ 190 Spirodelo polyrhiza Duckmeat
FOREBAY......................163
OVERALL ......................353 10' vegetated shelf up to temporary treatment pool level
WIDTH: MAIN POOL AREA.,.....Botanical Name Common Name
Cyperus aristatus Flat Sedge
FOREBAY......................59 59 Iris virginica Blue Flag Iris
OVERALL (AVERAGE) ... 70 LENGTH TO WIDTH RATION - 5:1 Juncus effusus Softrush
THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION AND IS TO BE RETURNED
UPON REQUEST. THE CONTENTS MAY NOT BE COPIED, DISCLOSED TO THIRD
PARTIES, OR USED FOR OTHER THAN THE EXPRESS PURPOSE FOR WHICH IT HAS
BEEN PROVIDED WITHOUT WRITTEN CONSENT.
8
Scirpus americanus Three -square bulrush
Asclepias incarnate Swamp Milkweed
Dichromena latifolia White Star Grass
Hibiscus oculeatus Pinelands mallow
Lobelia siphilitica Blue Lobelia
Upland area
Follow turfing schedule as shown elsewhere in notes.
REV
DESCRIPTION
ASSIGNMENT/PROJECT NO.
REV
DESCRIPTION
ASSIGNMENT/PROJECT NO.
REV
DESCRIPTION
ISSUE DATE
BV
CHECKED
ENGRAPVD
ENGR MGR APVD GET MGR APVD
ISSUE GATE
BY
CHECKED
ENGR APVD
ENGR MGR APVD
OFT MGR APVD
ISSUE DATE
BY
7
6
5
b £ Z l
f
cGt
I'� ASSUMED �a _
H
0)
y
T, -I o C/� DCif
ITCH -
��
o00
�
(n v7
D
I o Ln
DITCH N @ ?
y
o
VEGETAT ON S
co O
x
01 BAFFLE
= CoIQ r
U, rn
r
� » O
O SEWER 1 T POND BOTTOM WATER LE L 0 1 �
C
nJ
OUTLET PIPE �, -
D 10
z �-
186 I.E. 182.50
18' L.F. 36" STORM- rn
SEWER 0.18% - - - 70�5� 9� - - - - --96; �131'�35%�-
6' E-----
- -- ---- --TO-------
I------TpE------- --��W - ------
c�
SHELF AT POND PERMANEN V TA POND SIDE T,
r- --- T7B--------P94LELEVATION ------�/$-- ���
-q rl O n ---- - rT� --
- r 1 n I I _ Co O� Co
I
II I DO 00 CA H
W W Co J
O 41 Ca
U O Q0
5' WIDE TOP EARTHEN
FOREBAY BERM
NOTE:
BAFFLES TO BE INSTALLED
AS PART OF EROSION
CONTROL PLAN.
REMOVE BAFFLES AFTER
CONSTRUCTION TO CONVERT
BASINS FOR STORM WATER
MANAGEMENT.
OUTLET STRUCTURE
W/OUTLET ORIFICE-
TOP/BANK
OUTLET PIPE
PLAN VIEW
v
1 PERMANENT POOL
wO'ln BOTTIOM 1
SEDIMENT
STORAGE PROFILE VIEW
PROPOSED WET POND #3 DETAIL
SCALE 1" = 30'
NEENAH R-4346 SQUARE
BEEHIVE FRAME
& GRATE
PVC SCREW
TYPE PLUG
TEMPORARY POOL --,-----
' PVC PIPE
PERMANENT POOL
. ,
STUBBED INTO:.:
STRUCTURE
NOTE:
PVC TEE PER -IX
DURING CONSTRUCTION USE OUTLET
DATA TABLE
STRUCTURE FOR SKIMMER SEDIMENTATION PVC CAP WITH
BASIN. SET SKIMMER @ DETENTION
OUTLET
BASIN PERMANENT POOL ELEVATION.
ORIFICE HOLE
STRUCTURE
DRILLED PER
DATA TABLE
1 3'-0" •�.
#2 (STRUCTURE #17)
PPD 0
POND BOTTOM
36 INVERT OUTLET = 181.88
TTOM OF STRUCTURE = 179.00
POND #3 STRUCTURE #18)
TOP . 0
NOTE: STRUCTURES 15 & 17
TO BE 3'x3' STRUCTURE
36 INVERT OUTLET = 182.69
TTOM OF STRUCTURE = 179.00
OUTLET STRUCTURE
DETAIL
SEDIMENT
STORAGE
TOP/BANK
VEGETATIVE
SHELF
RIPRAP
MIN. SIZE 6"
MAX. SIZE 9"
DEPTH 15"
WET BASIN #3
STAGE / AREA / STORAGE RELATIONSHIP
THIS DOES NOT INCLIUE 1' SEDIMENTATION STORAGE
PERMANENT POOL
STAGE
(ft.)
DEPTH
(ft.)
SURFACE
AREA (s.f.)
AVERAGE
AREA (s.f.)
INCREMENTAL
VOLUME (c.f.)
TOTAL
VOLUME (c.f.)
TOTAL
VOLUME
(cc.-c.f.)
181.5
0
4895
0
0
0
0
182
.5
5296
5096
2548
2548
.06
182.5
.5
6371
5834
2917
5465
.13
183
.5
7420
6896
3448
8913
.20
184
.5
9569
8508
4254
13167
.30
184.5
.5
10612
10121
5060
18227
.42
185
.5
11783
11228
5614
23841
.55
185.2
.2
13006
12395
2479
26320
.60
185.7
.5
16354
14683
7341
33661
.77
STORAGE ABOVE PERMANENT POOL
STAGE
(ft.)
DEPTH
(ft.)
SURFACE
AREA (s.f.)
AVERAGE
AREA (s.f.)
INCREMENTAL
VOLUME (c.f.)
TOTAL
VOLUME (c.f.)
TOTAL
VOLUME
(aC.-C.f.)
185.7
0
16354
0
0
0
0
186
.3
19599
17979
5394
5394
.12
186.5
.5
20830
20215
10107
15501
.36
187
.5
22070
21450
10725
26226
.60
187.5
.5
23332
22700
11350
37576
.86
188
.5
24601
23967
11983
49559
1.14
WET POND DATA:
EX. POND #2
PROP. POND #2
PROP. POND #3
EMERGENCY OVERFLOW - 188
POND LENGTH
288'
353'
384'
LENGTH: MAIN POOL AREA
287
POND WIDTH
67'
70'
65'
........
FOREBAY.......................97
MAIN POND LENGTH
218'
190'
287'
FOREBAY LENGTH TO MIDDLE OF BERM
70'
163'
97'
OVERALL ......................384
POND TOP/BANK ELEVATION
190.00
189.00
189.00
WIDTH: MAIN POOL AREA ........
64
POND BOTTOM ELEVATION
182.00
180.25
180.50
FOREBAY......................66
OVERALL (AVERAGE) ...
65
PERMANENT POOL ELEVATION
187.00
185.00
185.50
TREATMENT POOL ELEVATION (1" RUNOFF)
188.30
186.1
187.00
POND INLET
182.78
182.50
10' WIDE VEGETATIVE SHELF ELEVATION
HIGH SIDE
187.50
185.50
186.20
LOW SIDE
186.50
184.50
185.20
LENGTH TO WIDTH RATION - 5.9:1
ApSTrewpei P€trrI EC)Ckirn A e.%
EMERGENCY OVERFLOW ELEVATION
189.50
186.10
188.00
Construction in accordance with these documents is
OUTLET ORIFICE PIPE DIAMETER
4"
6"
6"
-equired by the stnrmwater permit Nnrth Caro ina
-�
rules require thef t`� _ . -. designer
OUTLET ORIFICE DIAMETER
1.50"
2.75"
2.75"
inspect dour.; - / with
Pie plans anuKith the
SEDIMENT BASINS ARE TO BE CONVERTED
p� mit#_ r rules - tt ~ -AW. c ,.:�� _'-
da iL,[ Date A/•27lS
INTO WET DETENTION PONDS AFTER THE SITE
_
IS STABILIZED SEDIMENT DEPOSITED DURING
sheet#__ o__._ __KeYisioneateLn•0_:�
CONSTRUCTION IS TO BE REMOVED
PRIOR TO
CONVERSION.
SEE WET POND LANDSCAPING PLAN
FOR
POND VEGETATIVE PLAN.
SCALE except as noted PERMANENTLY
MATERIAL
DRAWN DATE
NONE MARK PART NO.
MEK 01/28/2015
ON SURFACE
SKIMMER SIZE
4" 4"
4"
rod "DIDATEDBY
NISH
CHECKED
SKIMMER ORIFICE
1.50" 1.50"
1.50°
NONE
� AS NO ED
KAM
TOLERANCE UNLESS
NEXTASSV.
FINER APVD
OTHERWISE SPECIFIED
BASIC 1 PL 2 PL 3 PL
ERGONOMIST APVD (WHEN REQUIRED)
ENGR MGR APVD
ASSIGNMENT/PROJECT NO.
REV DESCRIPTION ASSIGNMENT/PROJECT NO.
DIM DEC DEC DEC
ISSUED FOR BIDS
UPTO6 ±.04 ±,02 ±,005
PROJECT NO. /ASSIGN'TNO.
OFT MGRAPVD
6 TO 24 ±,06 ±,03 ±,010
9210-115
USDA OR GOVT APPROVAL NO.
CHECKED ENGR APVD ENGR MGR APVD DFTMGR APVD
ISSUE DATE BY CHECKED ENGR APVD
ENGR MGR APVD
DFTMGR APVD 24UP ±.10 ±,06 ±.015
01/28/2015
ANGULAR DIMENSIONS ±1/2°
IS09001
4
3
2
SEAL
042194
3
re,
C
M
Campbell Soup Supply Company, L.L.C.
Maxton, North Carolina 28364
SWPPP A
NOTES &
DETAILS Clio
SIZE DRAWING NO. REV
EPLANT # DIV ^ SITSIZE/NO 0
CMPTR C:\Users\moyemd\Documents\RL-CSC Maxton Wamhouse_moyersdrvt SHEET - OF
FILE -
i

9
L 1 9
9
N
a
Z
l
bt
H
1
� / I
)
/ .96l a l
OR�(OW AREA /
F R DISPOSAL- OF /
'EXC SS TOP SOIL I
� / I
�cy)n
858
3
0
P
Fol
/0
THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION AND IS TO BE RETURNED
UPON REQUEST. THE CONTENTS MAY NOT BE COPIED, DISCLOSED TO THIRD
PARTIES, OR USED FOR OTHER THAN THE EXPRESS PURPOSE FOR WHICH IT HAS
BEEN PROVIDED WITHOUT WRITTEN CONSENT.
10,
REV I DESCRIPTION
ISSUE DATE I BY
EXISTING BUILDING
F.F.E. = 194.63
/ I�
STORM MANHOLE
T/C=190.33
F/L 24" N&S=185.73
F/L 15" E=186.23
Ita
� � 1
TREES
STORM MANHOLE
A/SPH. ASPH. I, I T/C=190.52
/ I F/L 308544
L24"N=185.
F44
F/L 15" E=187.52
ATCH BAST U.G. d.'�,.
/C=187.63 1
/L 12"S=1 543
G. JEC
U. ELEC. rn W
U.GEE LEC. I \ 1
190 1g0
a
a
o
WALL\ � � I ,o` I -
NC�- 90 CONC.
_ WALL \ 1 F/1-0"N=185.30 CATCH BASIN CATCH BASIN
ASPH. w 18 24 �F F L 30"E=1 4.49 T =218�9.39 T/C=189.39
/ F%L 24 E&W=184.97 F/L 18" W=185.21
-.� F/L 18"W=184.91 F/L 24" E=185.21
30" 24" � 18"
F/L 24"SE=184.41 F/L 2 =184.2 \ \
CATCH BASIN _ l/ _
T C=t 88.56 �
/L 18"NE=784.86 Z
L 12"N=184.86 F/L 42"SW=183.45
U.G.�LEC
ASPH. S• ASPH.
/ \
ASSIGNMENT/PROJECT NO.
REV I DESCRIPTION
CHECKED
ENGR APVD
ENGR MGR APVD
DFT MGR APVD
ISSUE DATE
BY
6
F-
ASSIGNMENT/PROJECT NO
REV I DESCRIPTION
CHECKED
ENGR APVD
ENGR MGR APVD
DFT MGR APVD
ISSUE DATE
BY
5
T/C-189.42
F/L 18" E=1
190- ASPH.-�
.G. ELEC.
F.F.E.=1
F.F.E.=194.
F/L 18"SE=188.6
F/L 30"N=188.4
/L00
F30"N=187.48 �8+ STO
F/L 30"N1y�-I8T.4¢�\
� 1A5PH.1 / \ I
Gl.. • �7� \\ /
O O O
I I I I
POS / ppp
WOODS
..o�
042194
/ FRO
SCALE except as noted
NONE
PERMANENTLY
ON SURFACE
MARKBY.
INDICATEDATED BY
MATERIAL
am'''
NONE
FINISH � EXCEPT
AS NOTED
TOLERANCE UNLESS
OTHERWISE SPECIFIED
NEXT ASSY
BASIC
1 PL
2 PL
3 PL
ERGONOMIST APVD (WHEN REQUIRED)
ASSIGNMENT/PROJECT NO.
REV
DESCRIPTION ASSIGNMENT/PROJECT NO.
DIM
DEC
DEC
DEC
UP TO 6
+ 04
+.02
±.005
PROJECT NO. / ASSIGN'T NO.
ISSUED FOR BIDS
6 TO 24
±.06
±.03
±.010
9210-115
CHECKED ENGR APVD ENGR MGR APVD DFT MGR APVD
ISSUE DATE BY CHECKED ENGRAPVD ENGRMGRAPVD DFT MGR APVD
24 UP
+.10
±,06
±.015
01/28/2015
ANGULAR DIMENSIONS ±1/2"
4 3
DRAWN MEK DATE
01 /28/2015
CHECKED
KAM
ENGRAPVD
ENGR MGR APVD
DFT MGR APVD
USDA OR GOVT APPROVAL NO.
ISO 9001
2
Campbell Soup Supply Company, L.L.C.
Maxton, North Carolina 28364
GRADING
PLAN C103
SIZE DRAWING NO. REV
EPLANT DIV ^ SH SIZE/NO0
CMPTR C:\Users\moyersd\Documents\RL-CSC Maxton Warehouse_moyersd.rvt SHEET - OF
FILE -
1
Z
j
3
C
C
I✓'
U

11
0
J
J
0
R
GRAPHIC SCALE
50 0 25 50 100
( SCALE 1" = 50' )
L
CATCH BASIN
T/C=189.94
INV.=186.04
1
fie" CATCH BASIN
2A T/C=189.70
'
INV.=186.60
all
V
CONC. CON
ASPH.
F
0�
0 CATCH BASIN
y T/C=190.00
gyp_ INV.=186.50 8"
„ 1
v $ WATER
CATCH BASIN
T/C=190.34
INV.=187.84
(W1 STORM MANHOLE
U G LEC. ASPH. CONC. T/C=190.62
F/L 24" S=186.19
IF L 15" E=187.62
15"
W
N
WALL
1 ASPH.
A)
STORM MANHOLE
T/C=190.62
U F/L 24" N&S=186.02
F/L 15" E=186.53
ASPH.
F TREES
V)
G. EC. I WATER
m
STORM MANHOLE
I I i T/C=190.33
F/L 24 N&S=185 73
0z
0�a
ELF -
F/L 15" E=186.23
I
TREES
STORM MANHOLE
ASPH. I 1 T/C=190.52
F/L 30" S=185.44
F/L 24" N=185.44
F/L 15" E=187.52
G. IRECJ
U. ELEC.
C U.G. E LEC. \
WALL \
N I WALL
ASPH. / 2
F/L 18"W=184.91
F/L 24"SE=184.41
CATCH BASIN \
T C=186
/L 16"8.5NE=184.86
U.G.§/L 12"N=184.86
LEC
i ASPH.
THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION AND IS TO BE RETURNED
UPON REQUEST. THE CONTENTS MAY NOT BE COPIED, DISCLOSED TO THIRD
PARTIES, OR USED FOR OTHER THAN THE EXPRESS PURPOSE FOR WHICH IT HAS
BEEN PROVIDED WITHOUT WRITTEN CONSENT.
a
o
n
U
Z
O
� U
F L 0"N=185.30
F/L 30"E=184.49
Z 30"
42"SW=183.45
O P ASPI
REV I DESCRIPTION ASSIGNMENT/PROJECT N
9
EXISTING BUILDING
F.F.E. = 194.63
REV I DESCRIPTION
9
\
F/L 18"SE=188.
F/L 30"N=188.00
F/L 30"N=187.48
F/L 30"NW=187.46,\
F.F.E.=194.80
RELOCATED WATER TANK
F.F.E.=194.
15" STORM ® 0.7%
1s
INV. 12"=188.4
EXISTING FIRE PROTECTION
WATER LINE TO BE ABANDONED
INV. 15"=189.0�
INV. 15"=189.0
FIRE PROTECTION LINE
RELOCATED THRU BUILDING
SEE FIRE PROTECTION PLANS
INV. 15"=189.0
ASSIGNMENT/PROJECT NO.
0
STONE
c
F/L 18"NW=188.11
\ \ \ F/L 12"N=188.38 w
0 \ \ \ \
1 °<
Ent\ '\\ �y� F/L 12"S=1 .11
ASPH. (�
N J
�6, I F/L 12"N=188.01 = LL m
\\5k ASPH.I
\ \\ \\ N STONE
WALL
\\ 1 F/L 18"S=186.62 Eby
1 \\ LL WALL /
w F/L 1212 =1 7 41 00'Jell
4 F/L 18"5E=187.5 mod. \ �2 F \
J U.G. LEC. \\
ao ml ASPH. \ /
T H BAST
T C 188.76
F/L 18"NW=187.27 18 I F/L B" SW 1�06 /
U. E
8" WATER LINE TO A L I I I WALL
F/L 18"E=185.7 \ l � F/L 18'N=185.87
350 L.G. 15" 0 C
REV I DESCRIPTION
ISSUE DATE
BY
CHECKED
ENGRAPVD
ENGR MGR APVD
GET MGR APVD
ISSUE DATE
BY
CHECKED
ENGR APVD
ENGR MGR APVD
DFT MGR APVD
ISSUE DATE
BY
7
1 6
1 5
z
UTELITY TABLE
SANITARY SEWER
STORM SEWER WATER LINE
INLET 1 n
10" 90' ELBOW 1 1/2" FORCE MAIN OUTLET H
1 F/L 30" SE=186.25
FLARED END SECTION 8"x10" REDUCER (ADD ALTERNATE)
8" PIV
CATCH BASIN 2 10"x10" TEE n
2 T/C=189.50 (2) 10" VALVES w/ BOXES (ADD2ALIERNAIE)
F/L 30" N&S=185.93
3 10"x8" TEE // _
SEE DETAIL SHEET C108 BASIN 8" PIV n (ADD ALTERNA
CATCHALTERNATE)3 T/C=189.25
F/L 0" EX. (3) 18"E=185.26 4 145' ELBOW GRINDER PUMP
F/L 30" N=185.30 10" 22 1 /2' ELBOW TOP= 194.00
F/L 1 1 /2" S=191.63
OUTLET (ADD ALTERNATE)
4 F±F L 24" W=182.50 5 0"x18" TEE
FARED END SECTION 8" 45' ELBOW NOTE:
8" 22 1 /2' ELBOW CONTRACTOR SHALL DEFLECT
CATCH BASIN 8" PIV 1 1/2" FORCE MAIN AS
ENEEDED PER MANUFACTURERES
5 T/C=189.00 RECOMMENDATIONS TO
6
F/L 24" E=183.52 10" 22 1 /2' ELBOW MAINTAIN HORIZONTAL AND
F/L 15" NW=184.00 VERTICAL SEPARATION FROM
F/L 15" W=186.48 OTHER UTILITIES.
F/L 15" SW=185.83 10" 22 1 /2' ELBOWS (ADD ALTERNATE)
7
CATCH BASIN
6 TT C=192.75 8 10"x8" TEE
F/L 15 SE=184.72 10" VALVE w/ BOX UTILITY CROSSINGS
F/L 12" N=187.75 8"PIV
F/L 12" W=184.90 10" 22 1 /2' ELBOWS
CATCH BASIN 1 "
F/L 10 WATER=184.0f
7 T/C=192.75 9 10"x6" TEE CONTRACTOR TO VERIFY
F/L 15" E&W=186.73 F.H. ASSEMBLY GAS DEPTH & LOCATION
F/L 12" N&S=188.00
�
8 CATCH BASIN 10 10"x6 n"TEE F/L 10" WATER=184.Ot
T/C=192.75 8" PIV CONTRACTOR TO VERIFY
F/L 15" NE=186.73 GAS DEPTH & LOCATION
F/L 12" S=188.00 11
10" 45- ELBOW
&3-
OUTLET F/L 15" STORM=185.07
9 FLARED END SECTION 12 TOP 10" WATER=183.57
F/L (3) 18"NW=182.78 10" 45' ELBOW
CATCH BASIN
SEE DETAIL SHEET C108 13 " "F/L 18" STORM=184.32
10 T/C=188"50 10 x6 -TEE TOP 10" WATER=182.82
F/L (3) 18"SE=183.23 F.H. ASSEMBLY
F/L 18" NE&W=184.29 J TOP (3) 18" STORM=184.45
F/L 24" SW=183.79 14 F/L 4" GAS = 185.95
"
10 x8" TEE
CATCH BASIN 8" PIV
11 T/C=188.50 V F/L 15" STORM=186.56
F/L EX. 12"E=186.0f TOP 10" WATER=185.06
F/L 18" SW=184.44
15 (10"x8" TEE
10" VALVES w
CATCH BASIN $?) VALVE w/ BOX/ BOXES
12 T/C=189.75 F/L 15" STORM=186.69
F/L 24" NE=184.16 TOP 10" WATER=185.19
F/L 18" SW=184.66 16 10" 90' ELBOW
F/L 15" W=184.99 8" PIV 8
CATCH BASIN F/ L 15" STORM=184-.57
TOP 10" WATER=183.07
13 T/C=189.00 17 8"x8" TEE
F/L 18" NE=185.07 (2) 8" VALVES w/ BOXES �9
F/L 15 W=185.32 TOP 24" STORM=184.80
F/L 4" GAS = 185.70
14 CATCH BASIN ^
F/L 15" E=186.08 ;C 10
.85 C. 12 STORM=187.92 D
CONTRACTOR TO FIELD
VERIFY ELEV. OF EX.
3'x3' OUTLET STRUCTURE 8" WATER
SEE DETAIL SHEET C110
15 T/C=187.00
F/L 36" S=182.69
5' DIA. MANHOLE
5A
T/C=189.50
F/L 36" N&E=182.46
16 OUTLET
FLARED END SECTION
F/L 36" W=182.42
3'x3' OUTLET STRUCTURE C
SEE DETAIL SHEET C110
17 T/C=186.10
F/L 30" SE=181.88
OUTLET
18 FLARED END SECTION
F/L 30" NW=181.55
99OUFLOUTLET
ARED END SECTION
F/L 15" W=187.60
OUTLET
20 12" 45' ELBOW
12" 22 1 /2' ELBOW
F/L 12" E&SW=188.78
I I / / SCALE except as noted PERMANENTLY MATERIAL DRAWN I DATE
NONE
MARKPARTMEK 01/28/2015
ON
RK PARTCE
INDICATED BY
H NONE FINISH � EXCEPT CHECKED V ^ M
AS NOTED fV1IV1
TOLERANCE UNLESS NEXT ABBY. ENGR APVD
OTHERWISE SPECIFIED
BASIC 1PL 2PL 3PL ERGONOMIST APVD (WHEN REQUIRED) ENGR MGR APVD
ASSIGNMENT/PROJECT NO. REV DESCRIPTION ASSIGNMENT/PROJECT NO. DIM DEC DEC DEC
ISSUED FOR BIDS UP TO 6 ±.04 ±.02 ±.005 PROJECT NO. I ASSIGMT NO DFT MGR APVD
6 TO 24 ±.06 ±.03 ±.010
9210-115 USDA OR GOVT APPROVAL NO
CHECKED ENGR APVD ENGR MGR APVD JET MGR APVD ISSUE DATE BY
CHECKED ENGR APVD ENGR MGR APVD DFT MGR APVD 24 UP ±.10 ±.06 ±.015
01/28/2015 ANGULAR DIMENSIONS ±1/2" IS09001
4 3 2
A
SEAL
042194
Campbell Soup Supply Company, L.L.C.
Maxton, North Carolina 28364
A
SITE DIMENSION
AND UTILITY PLAN
C102
SIZE DRAWING NO REV
E PLANT ### DIV ^ SIT SIZE/NO. 0
CMPTR CWsers\moyersd\Documents\RL-CSC Melton Warehouse_moyersd. rt SHEET - OF -
FILE
i
I r I r I r I r I r I a I

0
H
H
7
C
0
4" APPED STEEL
OAIURAL GAS LINE
L I 9
• O
C/L D CH
A J
co N
BALLAST
POND SIDE 10' WIDE VEGETATED ��1 INLET PIPES
SHELF IAT POND
/ POOL ELEVATION
IPW
ASSUMED w �
O
Li
OUTLET PERMANENT POOL
STRUCTURE I WATER LEVEL TO
POND BOTTOM ICENTER OF SHELF
T PIPE
_j Ctf \ �
LIJ �o
N LLJ
lL
Cp
CP/\
/
o
PLAN VIEW
9
8
17 I s I z I
t
(G) - -
V
I
=183.34 " ! 01
SEWER a 0 1 0 T
OUTLET PIPE n
� O
Z
18' L.F. 36" STORM ---
SEWER @ 0.18% _ - 6 - - - - -To
__TC
CA
6J
Cho Do Co
/ o '00
cn o � cD
T
r
\ OUTLET STRUCTURE
W/OUTLET ORIFICE
CP
.1 � TOP/BANK
CIO,
�
OUTLET PIPE
5' WIDE TOP EARTHEN
FOREBAY BERM
OUTLET STRUCTURE
TOP/BANK W/OUTLET ORIFICE
TOP/BANK
OUTLET PIPE
PERMANENT POOL
VEGETATIVE
SHELF
POND BOTTOM
SEDIMENT
SEDIMENT
STORAGE
RIPRAP
PROFILE
VIEW STORAGE
MIN. SIZE 6"
MAX. SIZE 9"
DEPTH 15"
PROPOSED
WET
POND #2 DETAIL
SCALE 1
" = 30'
WET POND LANDSCAPE PLAN
WET BASIN #2
General Notes
STAGE / AREA / STORAGE RELATIONSHIP
1. Remove all rocks and debris that could interfere with tillage and the production of a
THIS DOES NOT INCLIUE 1' SEDIMENTATION STORAGE
uniform seedbed.
2. Apply lime and fertilizer at rates recommended by soil test; spread evenly and
PERMANENT POOL
STAGE
(ft.)
DEPTH
(ft.)
SURFACE
AREA (s.f.)
AVERAGE
AREA (s.f.)
INCREMENTAL
VOLUME (c.f.)
TOTAL
VOLUME (c.f.)
TOTAL
VOLUME
(ac.-c.f.)
181.25
--
6852
--
--
--
--
181.5
.25
7178
7015
1754
1754
.04
182
.5
7791
7485
3742
5496
.13
182.5
.5
8453
7969
3985
9481
.22
183
.5
9340
8897
4448
13929
.32
183.5
.5
10171
9755
4878
18802
.43
184
.5
11170
10671
5335
24142
.55
184.5
.5
12005
11588
5794
29935
.69
185
.5
15162
13584
6792
36727
.84
STORAGE ABOVE PERMANENT POOL
STAGE
(ft.)
DEPTH
(ft.)
SURFACE
AREA (s.f.)
AVERAGE
AREA (s.f.)
INCREMENTAL
VOLUME (c.f.)
TOTAL
VOLUME (c.f.)
TOTAL
VOLUME
(cc.-C.f.)
185
.5
15162
--
--
--
--
185.5
.5
19234
17198
8599
8599
.20
186
.5
20357
19796
9898
18497
.42
186.5
.5
21483
20920
10460
28957
.66
187
.5
22625
22054
11027
39984
.92
187.5
.5
23780
23203
11601
51585
1.18
188
.5
24949
24365
12182
63768
1.46
188.5
.5
LENGTH: MAIN POOL AREA ........ 190
FOREBAY......................163
OVERALL ......................353
WIDTH: MAIN POOL AREA ........ 80
OVERALL (AVERAGE) ... 70
THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION AND IS TO BE RETURNED
UPON REQUEST. THE CONTENTS MAY NOT BE COPIED, DISCLOSED TO THIRD
PARTIES, OR USED FOR OTHER THAN THE EXPRESS PURPOSE FOR WHICH IT HAS
BEEN PROVIDED WITHOUT WRITTEN CONSENT.
r�]
incorporate to a depth of 2 to 4 inches with a farm disk or chisel plow. Add weed free
Grade A compost mix to topsoil to develop a minimum organic content of 5-10%.
Prepared topsoil should have a pH between 5.5 and 7.0.
3. Loosen the subgrade immediately prior to spreading topsoil by disking or scarifying to a
depth of at least 2 inches.
4. Spread topsoil to a depth of 2 to 4 inches and cultipack.
5. Disk or harrow and rake to produce a uniform and well -pulverized surface.
6. Loosen surface just prior to applying seed.
7. Plant/seed and mulch immediately after amending the soil to stabilize the site as soon
as possible.
8. Water newly planted areas as required to ensure establishment of new vegetation.
9. Plants and/or seeds are to be planted at the rates specified by the suppliers.
10. There shall be a minimum two-year warranty period for plant survival/replacement.
11. At the end of the first year and again at the end of the two-year warranty period, all
plants that do not survive must be replaced.
No trees or shrubs should be planted within 10 feet of inlet or outlet pipes, or near manmade
structures such as emergency spillways or spreader swales. The deep water zone at the outlet
is not planted to prevent clogging of the outlet structure. Fall and winter are optimal for planting
in North Carolina, with a few exceptions. Shallow water plants should be installed between April
1 and July 15. Winter planting is difficult with shallow water plants.
The wet pond has three separate distinct landscaping areas. They are the deep pool - the open
water and permanent pool area with water depth 18" to 36"; shallow water/shallow land - the 10'
vegetated shelf and side slopes of the pond up to the temporary treatment pool water level; and
the upland area - side slopes of pond and banks above the maximum design pond high water
level.
The following are rates and kinds of plants to be planted in each of the two wet pond
landscaping areas. The plants are to be installed at the rates recommende by the supplier. All
plants are from Table 9-1 Wetland Plant Recommendations, of the NCDENR Stormwater BMP
Manual.
Deep Pool
Botanical Name Common Name
Isoetes spp. Quillwort
Zanmchellla palustrls
Horned Pondweed
Nuphar polysepalum
Spatterdock
Spirodela polyrhiza
Duckmeat
10' vegetated shelf up to
temporary treatment pool level
Botanical Name
Common Name
Cyperus aristatus
Flat Sedge
Iris virginica
Blue Flag Iris
LENGTH TO WIDTH RATION - 5:1 Juncus effusus
Softrush
Scirpus americanus
Three -square bulrush
Asclepius incarnate
Swamp Milkweed
Dichromena latifolia
White Star Grass
Hibiscus aculeatus
Pinelands mallow
Lobelia siphilitica
Blue Lobelia
Upland area
Follow turfing schedule as
shown elsewhere in notes.
REV
DESCRIPTION ASSIGNMENT/PROJECT NO.
REV
DESCRIPTION
ASSIGNMENT/PROJECT NO.
REV
DESCRIPTION
ISSUE DATE
BY
CHECKED
ENGRAPVD
ENGRMGRPPVD
GET MGR APVD
ISSUE DATE
BY
CHECKED
ENGRAPVD
ENGR MGR APVD
OFT MGR APVD
ISSUE DATE
BV
7
1 6
5
-
H
'N __---
00 i e., - , • � �' • 11 ��. -���, �,•� Wiz`_ u
�1►`- �► �,. 'ate-V�.
POND BOTTOM
� 1 ■ ��� � •i�Ll1 �:RSIi�e��l�L��1��
iiiiiiiiiiiiiiijilli
12 •1�� i
1 1 L 1
'/1 O
PLAN VIEW
PERMANENT POOL
SEDIMENT
STORAGE PROFILE VIEW
PROPOSED WET POND #3 DETAIL
SCALE 1 " = 30,
NEENAH R-4346 SQUARE
BEEHIVE FRAME & GRATE
PVC SCREW
TYPE PLUG
TEMPORARY_ POOL 4
PVC PIPE
PERMANENT POOL
NOTE: PVC TEE PER
DURING CONSTRUCTION USE OUTLET DATA TABLE
STRUCTURE FOR SKIMMER SEDIMENTATION PVC CAP WITH
BASIN. SET SKIMMER @ DETENTION ORIFICE HOLE
BASIN PERMANENT POOL ELEVATION.
DRILLED PER
DATA TABLE
POND #2 POND BOTTOM
TOP OF STRUCTURE =
186.10
30" INVERT OUTLET =
181.88
BOTTOM OF STRUCTURE
= 179.00
POND #3
TOP OF STRUCTURE =
187.00
30" INVERT OUTLET =
182.69
BOTTOM OF STRUCTURE
= 179.00
STUBBED INTO..:
STRUCTURE
OUTLET
STRUCTURE
°
NOTE: STRUCTURES 15 & 17 TO BE 3'x3' STRUCTURE
OUTLET STRUCTURE DETAIL
WET POND DATA:
EX. POND #2
PROP. POND #2
PROP. POND #3
POND LENGTH
288'
353'
384'
POND WIDTH
67'
70'
65'
MAIN POND LENGTH
218'
190'
287'
FOREBAY LENGTH TO MIDDLE OF BERM
70'
163'
97'
POND TOP/BANK ELEVATION
190.00
189.00
189.00
POND BOTTOM ELEVATION
182.00
180.25
180.50
PERMANENT POOL ELEVATION
187.00
185.00
185.50
TREATMENT POOL ELEVATION (1" RUNOFF)
188.30
186.1
187.00
POND INLET
182.78
182.50
10' WIDE VEGETATIVE SHELF ELEVATION
HIGH SIDE
187.50
185.50
186.20
LOW SIDE
186.50
184.50
185.20
EMERGENCY OVERFLOW ELEVATION
189.50
186.10
188.00
OUTLET ORIFICE PIPE DIAMETER
4"
6"
6"
OUTLET ORIFICE DIAMETER
1.50"
2.75"
2.75"
SEDIMENT BASINS ARE TO BE CONVERTED
INTO WET DETENTION PONDS AFTER THE SITE
IS STABILIZED. SEDIMENT DEPOSITED DURING
CONSTRUCTION IS TO BE REMOVED PRIOR TO
CONVERSION.
SEE WET POND LANDSCAPING PLAN FOR
POND VEGETATIVE PLAN
OD O �L
C
II
1 CO
00 OD
J
5' WIDE TOP EARTHEN
FOREBAY BERM
SEDIMENT
STORAGE
TOP/BANK
VEGETATIVE
SHELF
RIPRAP
MIN. SIZE 6"
MAX. SIZE 9"
DEPTH 15"
WET BASIN #3
STAGE / AREA / STORAGE RELATIONSHIP
THIS DOES NOT INCLIUE 1' SEDIMENTATION STORAGE
PERMANENT POOL
STAGE
(ft.)
DEPTH
(ft.)
SURFACE
AREA (s.f.)
AVERAGE
AREA (s.f.)
INCREMENTAL
VOLUME (c.f.)
TOTAL
VOLUME (c.f.)
TOTAL
VOLUME
181.5
0
4895
0
0
0
0
182
.5
5296
5096
2548
2548
.06
182.5
.5
6371
5834
2917
5465
.13
183
.5
7420
6896
3448
8913
.20
184
.5
9569
8508
4254
13167
.30
184.5
.5
10612
10121
5060
18227
.42
185
.5
11783
11228
5614
23841
.55
185.2
.2
13006
12395
2479
26320
.60
185.7
.5
16354
14683
7341
33661
.77
STORAGE ABOVE PERMANENT POOL
STAGE
(ft.)
DEPTH
(ft.)
SURFACE
AREA (s.f.)
AVERAGE
AREA (s.f.)
INCREMENTAL
VOLUME (c.f.)
TOTAL
VOLUME (c.f.)
TOTAL
VOLUME
(ac.-C.f.)
185.7
0
16354
0
0
0
0
186
1 .3
19599
17979
1 5394
5394
.12
186.5
.5
20830
20215
10107
15501
.36
187
.5
22070
21450
10725
26226
.60
187.5
.5
23332
22700
11350
37576
.86
188
.5
24601
23967
11983
49559
1.14
EMERGENCY OVERFLOW - 188
LENGTH: MAIN POOL AREA ........ 287
OVERALL ...................... 384
WIDTH: MAIN POOL AREA ........ 64
OVERALL (AVERAGE) ... 65 LENGTH TO WIDTH RATION - 5.9:1
'
SKIMMER SIZE 4" 4" 4"
SKIMMER ORIFICE 1.00" 1.00" 1.50"
SCALE except as na[etl
NONE
T�
NONE
PERMANENTLY
MARK PART NO.
DION CATEDB
MATERIAL
DRAWN
MEK
DATE
01/28/2015
NISH � AS NEXCOTED
CHECKED KAM
TOLERANCE UNLESS
OTHERWISE SPECIFIED
N-XTASSY.
ENGRAPVD
BASIC
DIM
1PL
DEC
2PL
DEC
3PL
DEC
ERGONOMISTAPVD(WHEN REQUIRED)
ENGR MGR APVD
ASSIGNMENT/PROJECT NO.
REV
DESCRIPTION ASSIGNMENT/PROJECT NO
ISSUED FOR BIDS
UP TO 6
±.04
±.02
±,005
PROJECT NO. / ASSIGMT NO.
9210-115
DFT MGR APVD
6 TO 24
±.06
±.03
±.010
USDA OR GOVF APPROVAL NO.
24 UP
±.10
±.06
±.015
CHECKED
ENGR APVD
ENGR MGR APVD
BET MGR APVD
ISSUE DATE
01/28/2015
By
CHECKED
ENGR APVD
ENGR MGR APVD
OFT MGR APVD
ANGULAR DIMENSIONS ±1/2'
IS09001
4
3
2
3
FBI
W
L
= :d SEAL r: =
042194
IN
Campbell Soup Supply Company, L.L.C.
'" Maxton, North Carolina 28364
SWPPP A
NOTES &
DETAILS C110
SIZE DRAWING NO REV
E PLANT ### DIV A SH SIZE/NO O
CMPTR C:\Users\moyemd\Documents\RL-CSC Maxton Warehouse mcyamd.n,t SHEET - OF
FILE -
i