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EXISTING OVE':?HEAD ELECTRIC
SD X EXISTING STCRM DRAINAGE
SS X EXISTING SA 7ARY SEWER
EXISTING FEN,,`E LINE
EXISTING UND= RGROUND COMMUNICATION
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SHEET 3 OF 9 V-2 TOPOGRAPHIC SURVEY
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EXISTING WAT' =R LINE
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EXISTING CURB AND GUTTER
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EXISTING MAoaOR CONTOUR
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EXISTING MINOR CONTOUR
SHEET 8 OF 9
D4 WV (OR
"GV ") EXISTING GATE VALVE
SHEET 9 OF 9
EXISTING FIRE HYDRANT
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EXISTING WATER METER
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EXISTING GAE !METER
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EXISTING ELECTRIC BOX
EXISTING ELEOTRIC JUNCTION
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EXISTING LIGE-'7 POLE
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EXISTING POI,YER POLE
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EXISTING POD't -R POLE GUYS
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EXISTING TEL ^'PHONE PEDESTAL
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EXISTING COKTAUNICATION BOX
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EXISTING COh'IkAUNICATION JUNCTION
EXISTING DRC,P INLET
EXISTING CURB INLET
EXISTING STORM DRAIN CATCH BASIN
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EXISTING STCzM DRAIN MANHOLE
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EXISTING SAh - -ARY SEWER MANHOLE
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EXISTING SAK': ARY CLEANOUT
EXISTING SUP f"EY CONTROL POINT
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EROSION CONTROL PLAN
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EROSION CONTROL DETAILS
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NAD 83(2011) COORDINATES:
N = 445,662.60'
E = 2,306,383.85'
LEGEND:
C //L — ':ENTERLINE
R//WW — PIGHT OF WAY
N/F — NOW OR FORMERLY
EDP — _OGE OF PAVEMENT
O LP — LGHT POLE
O PP — PLOWER POLE
O ISF — PON STAKE FOUND
O ISS — 13sJN STAKE SET
0 EIS — EXISTING IRON STAKE
0 IRF —IRON ROD FOUND
O IRS —IRON ROD SET
0 EIR — E #iSTING IRON ROD
O IPF — IRON PIPE FOUND
0 IPS —IRON PIPE SET
0 EIP — EXISTING IRON PIPE
O RRS — RAILROAD SPIKE
O PKF — Pe, NAIL FOUND
O PKS — P< NAIL SET
O MNF — kAG NAIL FOUND
0 MNS — MAG NAIL SET
0 AXLE — AaiE FOUND
❑ ECM — MISTING CONCRETE MONUMENT
❑ CMF — G'ONCRETE MONUMENT FOUND
A NCGS — N, GEODETIC SURVEY TRAVERSE STATION
FROPERTY LINES OF THIS SURVEY
'l= LINES, OLD PROPERTY LINES, ETC.
— — — — = DTCH OR OLD ROAD AS NOTED
—X—: —X FENCE LINE
—E —E— _: CTRIC POWER LINE
NOTES:
ALL AREAS CCHPUTED BY COORDINATES.
DISTANCES Sf-aMN ARE HORIZONTAL GRID.
DISTANCES A?:_ SCALED TO GRID,
THIS PLAT WA3 PREPARED WITHOUT THE
BENEFIT OF A.ITLE REPORT WHICH MAY
REVEAL ADDI -- NAL CONVEYANCES, EASEMENTS,
OR RIGHT —OF— '.MAYS NOT SHOWN. ALL
PROPERTY O%,ERSHIPS LISTED WERE
TAKEN FROM ::JRRENT TAX RECORDS.
GPS GRID REFERENCE:
COMBINED GP;O FACTOR = .99988153
N. C.G.S. TRA,V RSE STATION 'KENANPORT"
NAD 83(201'? COORDINATES:
N 456,18.58'
E = 2,304.6'24.39'
r;
N /F
HARVEY D. FORT
BK. 901, PAGE 656
BK. 1216, PAGE 255
Q�
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F
GEORGE AMMONS 00•
DEED BOOK 430, PAGE 270
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H. E. PHILLIPS
DEED BOOK 359, PAGE 219
FILE: _: \12075 \MAP2.DWG
COMPUTED
SURVEYING, i.iAPPING, &PLANNING
SITE LP,' UT &DESIGN
POINT IN
BL, NC AR
DEEP CANAL
F.
CORNER OF LEASE
h�
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N = 445,818.65'
E = 2,306,552.77'
�1 0) �.
SOLU'fONS SINCE 1976'
c,��P
CORNER OF LEASE
,y
N = 445,682.95'
KENANSVILLE, NORTH CAROLINA
E = 2,306,405.89'
Rstiti
fax: [phone]
fax toll - =•ee: 1- 888 -306 -1138
JIM BLANCHARD, PLS
www, fims +�:3nchardassociates.com
6'0.
CELL 910 - 271 -0289
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GEORGE AMMONS 00•
DEED BOOK 430, PAGE 270
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N /F
H. E. PHILLIPS
DEED BOOK 359, PAGE 219
FILE: _: \12075 \MAP2.DWG
DRAWN BY: JBB
SURVEYING, i.iAPPING, &PLANNING
SITE LP,' UT &DESIGN
BL, NC AR
ASSOCIATES-
_S A PROFSIONAL
PC,
SERVICES COMPANY
SOLU'fONS SINCE 1976'
P. 0. BOX 5
FIRM _ CENSE No.; C -2957
306 N. NC 11 & 903
o
KENANSVILLE, NORTH CAROLINA
off1c : 910- 296 -1921
28349
fax: [phone]
fax toll - =•ee: 1- 888 -306 -1138
JIM BLANCHARD, PLS
www, fims +�:3nchardassociates.com
COMPANY FOUNDER
CELL 910 - 271 -0289
CERTIFICATE OF REVIE`i't/ OFFICER
STATE OF NORTH CAROLINA - -- D1.:!PLIN COUNTY
I HEREBY CERTIFY THAT THE MAP 0:P, PLAT TO WHICH THIS
CERTIFICATION IS AFFIXED MEETS ALL STATUTORY
REQUIREMENTS FOR RECORDING.
REVIEW OFFICER DATE
N /F
KILPATRICK FARMS, � `',IC.
DEED BOOK 1385, PAGE 211
PRIED � \NF»
156 p3' p�0 M
CORNER OF LEASE
N = 445,210.98'
E = 2,306,834.95'
�W
1 3
<90
�o
MAP BOOK 15, PAGE 275
OLD -----
ABANDONED
BOWDEN
ROAD
N/F \\ �O
H. E. PHILLIPS
BK. 534, PAGE 468
DATE: 2013 — FEB, 3, 2014
111*11 a 011112:36 m-IN 2
COUNTY — DUPLIN
STATE OF NORTH CAROLINA
LEASE AREA
27.93 Ac. +.—
CERTIFICATE OF REGISTRY
STATE OF NORTH CAROLINA - -- DUPLIN COUNTY
THIS MAP OR PLAT FILED FOR REGISTRATION THIS THE
--- DAY OF ._._..----- -._... 2014, AT ___._.—,_,__AM /PM
AND DULY RECORDED IN MAP BOOK __ AT PAGE _�._—
'5 '7 A 3126„ �{ 2112 )1*
BY
ffm
5 -7 '
3a3 a5
CORNER OF LEASE
N = 446,286.73'
E = 2,308,049.31'
NAD 83(2011) COORDINATES:
N = 446,401.32'
E = 2,308,415.65'
s
TOWN OF KENANSVILLE �
DEED BK. 647, PG. 27 cps
CORNER OF LEASE
N = 445,684.95'
E = 2,308,546,82'
N/F
THURMAN BROWN
DEED BOOK 466, PAGE 405
RECORDED REFERENCES:
TOWN OF KENANSVILLE
DEED BK. 647, PG. 27
DEED BK. 1216, PG, 255
N /F
KILPATRICK FARMS, INC.
DEED BOOK 1384, PAGE 240
1
NAD 83(2011) COORDINATES:
N = 445,738.22'
E = 2,308,963.02'
�OwNi
K�PP �� 265 IPF
6a
TOWN OF KENANSVILLE
DEED BOOK 674, PAGE 372
CERTIFICATE OF SURVEY & ACCURACY:
STATE OF NORTH CAROLINA - -- DUPLIN COUNTY
I, JAMES B. BLANCHARD, A PROFESSIONAL LAND SURVEYOR,
CERTIFY THAT THIS MAP WAS DRAWN FROM AN ACTUAL
FIELD SURVEY PERFORMED UNDER MY DIRECTION AND
SUPERVISION USING THE RECORDED REFERENCES ABOVE;
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN; THAT THE RATIO OF PRECISION IS
1:10,000+ ; THAT ALL DATA OBTAINED WITH GPS METHODS
AS WELL AS CONVENTIONAL METHODS ARE IN ACCORDANCE WITH
A CLASS A SURVEY AS DEFINED BY TITLE 21, CHAPTER 56,
SECTION .1603 OF THE N. C. ADMINISTRATIVE CODE; AND
THAT THIS MAP CONFORMS TO GS 47 -30 AS AMENDED.
THAT THE SURVEY IS LOCATED IN SUCH PORTION
OF A COUNTY OR MUNICIPALITY THAT IS REGULATED AS TO
AN ORDINANCE THAT REGULATES PARCELS OF LAND.
THAT THIS IS A SURVEY OF ANOTHER TYPE.
WITNESS MY ORIGINAL NATURE AND L.
j 2/3/2014
JAMES B. BLANCHARD, PLS L -175$ DATE oo ° �N66oCARO` %,
437 SARECTA RD. ooc O� °000000000Pp o %c
KENANSVILLE, NC 28349 oo
910 - 296 -1921 0 o °�O /t/y o°
o °
o SEAL
o��1L -1758 p
P�-
°°° � %n�° °opp000000�� o0
PROPOSED LEASE BOUNDARY
FOR: OR ARG/iIVD ENERGY Su"'LUT9ONS, LLC
Fi
VICINITY MAP
NOT TO SCALE
N /F
KILPATRICK FARMS, INC.
DEED BOOK 1670, PAGE 527
MAP BOOK 14, PAGE 177
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HAZARDOUS MATERIALS NOT LOCATED DU=!NG THIS SURVEY.
WETLANDS ARE SHOWN AS MARKED WITH FLAGS BY ECS CAROLINAS, I
N/F
KILPATRICK FARMS, INC.
DEED BOOK 1385, PAGE 211
- N J f L -yVL VNb AE� -' " TB M
RI�DI IOI�AL 11,. f �2� N = 446, � 33.17'
-�ET�aNt�AR�A - WETLAND � E = 2,308,232.87 DELINEATION LINE ELEV
- r)ijr1n F , JF -- -
O EIR - EXISTING IRON ROD / k I 13
O IPF -IRON PIPE FOUND
O IPS -- IRON PIPE SET
0 EIP - EXISTING IRON PIPE A \ 9
O RRS - RAILROAD SPIKE \ ENANS LE PIP
0 Pill - PK NAIL FOUND n \\ _ \\ IGN �O
• PKS - Pill NAIL SET /� R / /
• MNS - I MAG NAIL SOUND 30 CMP �� ^�/
INV IN 72.2 �O \ / --
O AXLE - AXLE FOUND \ CERTIFICATE OF SURVEY & ACCURACY:
• ECM - EXISTING CONCRETE MONUMENT INV OUT = 72.2
\
11 CMF - CONCRETE MONUMENT FOUND STATE OF NORTH CAROLINA - -- DUPUN COUNTY
\ h\ \ / GEODETIC SURVEY TRAVERSE STATION - NC
I I, JAMES B. BLANCHARD, A PROFESSIONAL LAND SURVEYOR,
G '" J
PROPERTY LINES OF THIS SURVEY \ \ \ \ \\ / CERTIFY THAT THIS MAP WAS DRAWN FROM AN ACTUAL
- - - -- TIE LINES, OLD PROPERTY LINES, ETC. \ \ / FIELD SURVEY PERFORMED UNDER MY DIRECTION AND
_ = == == DITCH OR OLD ROAD AS NOTED \ \ \ \ \ PP / „� s ' TOWN OF KENANSVILLE SUPERVISION USING THE RECORDED REFERENCES ABOVE;
CORNER OF _.ASE _ THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
�-�v FENCE LINE \ DEED BK. 647, PG. 27 / r / INDICATED AS DRAM; THAT THE RATIO OF PRECISION IS
-E -E- ELECTRIC POWER LINE N = 445,2 98' 1:10,000+ ; THAT ALL DATA OBTAINED WITH GPS METHODS
NOTES: E = 2,306,8_ -4.95' \ \ ' / / AS WELL AS CONVENTIONAL METHODS ARE IN ACCORDANCE WITH
-36" CMP .� ° � �•,� A CLASS A SURVEY AS DEFINED BY TITRE 21, CHAPTER 56,
ALL AREAS COMPUTED BY COORDINATES. \ \ \ \ INV IN = 71.6' /U�Q�, SECTION .1603 CF THE N. C. ADMINISTRATIVE CODE;
DISTANCES SHOWN ARE HORIZONTAL GRID. \ \ \ / Q �0
DISTANCES ARE SCALED TO GRID. \ \�\ �9ti INV OUT = 71.5' °MPR�E WITNESS MY ORIGINAL NATURE AND L.
THIS PLAT WAS PREPARED WITHOUT THE \ 2/5/2014
\�
BENEFIT OF A TITLE REPORT WHICH MAY \ \ \ \� /
REVEAL ADDITIONAL CONVEYANCES, EASEMENTS, \\\
OR RIGHT-OF-WAYS NOT SHOWN. PROPERTY OWNERSHIPS LISTED WERELI TBM 1 \ \ \ \ \ \\ / / JAMES B. BLANGHARO, PLS L -1758 DATE oo ° ° °�N oCARp °000° 0. TAKEN FROM CURRENT TAX RECORDS. N = x-45, 233.3 \ \ \ /®` KENANSVIU E, NC 28349 00sO� o00! °00oo °oOO:4N,
E = 2,306,853,87' \ \ N/F o \ o ( .Ss/o .
910 - 296 -1921
GPS GRID REFERENCE: EL.V = 76.03' \ / / THURMAN BROWN
DEED BOOK 466, PAGE 'r5 SEAL
COMBINED GRID FACTOR - .99988153 IRON ROC }KITH CAP FOUND
NAD
83( 011
GCOORDINAIES: *KENANPORT" \ �0 \ v�oo�%0 0
L -1758
SUR`
E = 2,304,1612,39- Ell = 132.15' BAR
74CALE
0' 80' 160' 240'
( IN =_SET)
1 Inc . = 80 ft. \
Paint
E3
N
Eastin
� Q
NOTES:
CO CD
U N
2306925.541
Q 000
ALL ELEVATIONS AND COORDINATES ARE 11 FEET,
v
ELEVATIONS ARE BASED ON NAVD(88) DATUM.
WETLAND
PREVIOUS TOPOS MAY BE BASED ON NG'r0(29).
Q it
SUBTRACT 1.0' FROM NGVD(29) ELEVAIi TO MATCH THIS TOPO.
0 u
ALL COORDINATES ARE N. C. GRID (NAD83)(2011) AND SCALED TO GRID.
0 w O
UTILITIES SHOWN HEREIN ARE BASED ON ;ROVE GROUND INDICATIONS,
CD z Q
SOME UNDERGROUND UTILITIES ARE NOT SHOWN ON THIS PLAT.
a
FIELD VERIFICATION OF ALL UNDERGROUPI UTILITIES WILL BE REQUIRED
N 0
PRIOR TO ANY CONSTRUCTION,
z o CD
HAZARDOUS MATERIALS NOT LOCATED DU=!NG THIS SURVEY.
WETLANDS ARE SHOWN AS MARKED WITH FLAGS BY ECS CAROLINAS, I
N/F
KILPATRICK FARMS, INC.
DEED BOOK 1385, PAGE 211
- N J f L -yVL VNb AE� -' " TB M
RI�DI IOI�AL 11,. f �2� N = 446, � 33.17'
-�ET�aNt�AR�A - WETLAND � E = 2,308,232.87 DELINEATION LINE ELEV
- r)ijr1n F , JF -- -
O EIR - EXISTING IRON ROD / k I 13
O IPF -IRON PIPE FOUND
O IPS -- IRON PIPE SET
0 EIP - EXISTING IRON PIPE A \ 9
O RRS - RAILROAD SPIKE \ ENANS LE PIP
0 Pill - PK NAIL FOUND n \\ _ \\ IGN �O
• PKS - Pill NAIL SET /� R / /
• MNS - I MAG NAIL SOUND 30 CMP �� ^�/
INV IN 72.2 �O \ / --
O AXLE - AXLE FOUND \ CERTIFICATE OF SURVEY & ACCURACY:
• ECM - EXISTING CONCRETE MONUMENT INV OUT = 72.2
\
11 CMF - CONCRETE MONUMENT FOUND STATE OF NORTH CAROLINA - -- DUPUN COUNTY
\ h\ \ / GEODETIC SURVEY TRAVERSE STATION - NC
I I, JAMES B. BLANCHARD, A PROFESSIONAL LAND SURVEYOR,
G '" J
PROPERTY LINES OF THIS SURVEY \ \ \ \ \\ / CERTIFY THAT THIS MAP WAS DRAWN FROM AN ACTUAL
- - - -- TIE LINES, OLD PROPERTY LINES, ETC. \ \ / FIELD SURVEY PERFORMED UNDER MY DIRECTION AND
_ = == == DITCH OR OLD ROAD AS NOTED \ \ \ \ \ PP / „� s ' TOWN OF KENANSVILLE SUPERVISION USING THE RECORDED REFERENCES ABOVE;
CORNER OF _.ASE _ THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
�-�v FENCE LINE \ DEED BK. 647, PG. 27 / r / INDICATED AS DRAM; THAT THE RATIO OF PRECISION IS
-E -E- ELECTRIC POWER LINE N = 445,2 98' 1:10,000+ ; THAT ALL DATA OBTAINED WITH GPS METHODS
NOTES: E = 2,306,8_ -4.95' \ \ ' / / AS WELL AS CONVENTIONAL METHODS ARE IN ACCORDANCE WITH
-36" CMP .� ° � �•,� A CLASS A SURVEY AS DEFINED BY TITRE 21, CHAPTER 56,
ALL AREAS COMPUTED BY COORDINATES. \ \ \ \ INV IN = 71.6' /U�Q�, SECTION .1603 CF THE N. C. ADMINISTRATIVE CODE;
DISTANCES SHOWN ARE HORIZONTAL GRID. \ \ \ / Q �0
DISTANCES ARE SCALED TO GRID. \ \�\ �9ti INV OUT = 71.5' °MPR�E WITNESS MY ORIGINAL NATURE AND L.
THIS PLAT WAS PREPARED WITHOUT THE \ 2/5/2014
\�
BENEFIT OF A TITLE REPORT WHICH MAY \ \ \ \� /
REVEAL ADDITIONAL CONVEYANCES, EASEMENTS, \\\
OR RIGHT-OF-WAYS NOT SHOWN. PROPERTY OWNERSHIPS LISTED WERELI TBM 1 \ \ \ \ \ \\ / / JAMES B. BLANGHARO, PLS L -1758 DATE oo ° ° °�N oCARp °000° 0. TAKEN FROM CURRENT TAX RECORDS. N = x-45, 233.3 \ \ \ /®` KENANSVIU E, NC 28349 00sO� o00! °00oo °oOO:4N,
E = 2,306,853,87' \ \ N/F o \ o ( .Ss/o .
910 - 296 -1921
GPS GRID REFERENCE: EL.V = 76.03' \ / / THURMAN BROWN
DEED BOOK 466, PAGE 'r5 SEAL
COMBINED GRID FACTOR - .99988153 IRON ROC }KITH CAP FOUND
NAD
83( 011
GCOORDINAIES: *KENANPORT" \ �0 \ v�oo�%0 0
L -1758
SUR`
E = 2,304,1612,39- Ell = 132.15' BAR
74CALE
0' 80' 160' 240'
( IN =_SET)
1 Inc . = 80 ft. \
Paint
Northin
Eastin
:• Description
1
445935.24
2306925.541
WETLAND
2
445$65.034
2306947.879
WETLAND
3
445822.519
2306951.791
WETLAND
4
445715.007
2306970.025
WETLAND
5
445618.385
2307008.848
WETLAND
IS
1 445547.988
2307021.302
WETLAND
7
445449.845
2307021.824
WETLAND
8
445367.101
2307057.880
WETLAND
9
445303.875
2307078.714
WETLAND
10
445280.175
2307077.553
WETLAND
11
445282,011
2307084.475
WETLAND
12
445305,315
2307086.296
WETLAND
13
445337.757
2307087 133
WETLAND
14
445366.060
2307084,426
WETLAND
15
445399.2011
2307091.246
WETLAND
16
445447.930
2307111. 47
WETLAND
17
445517.234
230 111.039
--WETLAND
18
445591.542
2307120.386
WETLAND
19
445645,905
2307132.666
WETLAND
20
445641.553
2307193.808
WETLAND
21
445580,711
2307248.025
WETLAND
22
445523.831
2307295.788
WETLAND
23
4455451548
2307304.503
WETLAND
24
445574.660
2307273.610
Wi =TLAND
25
445618,866
2307231.713
WETLAND
6
445679.839
2307185.283
WETLAND
27
445675.11T____2
307144.024
WETLAND
28
445688.632
2307135.723
WETLAND
29
445709.057
2307162.032
WETLAND
30
445885.563
2307007.508 I
WETLAND
31
445905,020
2306980.795 I
WETLAND
32
445916,503
2306956.327 1
WETLAND
33
445941.324
2306944.970
WETLAND
34
446204,068
2307785.011
WETLAND
35
446190.616
2307773.718
WETLAND
36
44611
2307739.324
WETLAND
37
445080.088
2307752.012
WETLAND
38
446010,065
2307818.843
WETLAND
39
445997,124
230781
WETLAND
40
445959, 49
2307913.562
WETLAND
41
445924.295
2307940,975
WETLAND
r7 z
LLJ
zm 2-W
�p
z�
w�
Z
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w r
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a
U ro
wx �
a�
z d
O� rn
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0
V)
z
0
V)
w
Point
Northin
Eostin
Fescri tion
42
445834.686
2 0 996.4112
WETLAND
43
0.000
0.000
NOT USED
44
445691.906
2308044.358
WETLAND
45
o
2308047,204
WETLAND
! 46
445591.958
2308071.875
WETLAND
N
445593,780
2308153:408
WETLAND
48
to
2308161,604
WETLAND
Z
(N
2308169.719
WE LAN
0
44557 .423
2308174.804
WETLAND
0
CD
2 0 428, 18
WETLAND
52
445666.853
2308418.553
WETLAND
53
445685.723
2308409,590
WETLAND
54
o
2308401,91',0
WETLAND
55
445776.911
2308379.473
WETLAND
-�
445799.2 4
r)
WETLAND
7
445854.336-
2308332,618
WETLAND
58
44588472
2308 11.483
WETLAND
9
4 889.390
230827 .8 1
�o
60
445-7-8-0766"2-4
308 79.033
WETLAND
61
445737.765
2308232.577
U
62
445727,071
2308186.62
WETLAND
63
445825.811
2308134.589
WETLAND
64
G�
2308106.194
WETLAND
65
44596.87
>
TLAND
Z
0!
308093.682
WETLAND
67
m0
2308079.598
<
68
44 185. 6
---4-462-1-1.53-1
2308057.1 1
WETLAND
69
23 8029.752
WE LAND
m
446229.418
_62T1 _-6
2308030.355
WETLAND
71
7T4 5
C9
WETLAND
Z
446285.014
2308043.888
m
3
446260.2 7 8
2307964.72
WE LAND
4
44615 .075
2307979.626
4
Lu
44 5992.417
a
WETLAND
w
445925.5 2
2 08061.032
�
77
445911.541
2307971.579
WETLAND
78
446042.650
2307913.532
WETLAND
Q
446102.958
z
WETLAND
80
446155.177
2307843.292
WETLAND
81
ca
2307847.767
WETLAND
Point
Northin
Eostin
Fescri tion
42
445834.686
2 0 996.4112
WETLAND
43
0.000
0.000
NOT USED
44
445691.906
2308044.358
WETLAND
45
445610,319
2308047,204
WETLAND
! 46
445591.958
2308071.875
WETLAND
47
445593,780
2308153:408
WETLAND
48
445584.49
2308161,604
WETLAND
49
445584.3 0
2308169.719
WE LAN
0
44557 .423
2308174.804
WETLAND
51
445650,709
2 0 428, 18
WETLAND
52
445666.853
2308418.553
WETLAND
53
445685.723
2308409,590
WETLAND
54
445739.604
2308401,91',0
WETLAND
55
445776.911
2308379.473
WETLAND
56
445799.2 4
2308 56. 18
WETLAND
7
445854.336-
2308332,618
WETLAND
58
44588472
2308 11.483
WETLAND
9
4 889.390
230827 .8 1
WETLAND
60
445-7-8-0766"2-4
308 79.033
WETLAND
61
445737.765
2308232.577
WETLAND
62
445727,071
2308186.62
WETLAND
63
445825.811
2308134.589
WETLAND
64
445826.221
2308106.194
WETLAND
65
44596.87
-2-3-0-8-0-5-7-721-
TLAND
66
446012.2 7
308093.682
WETLAND
67
446180.388
2308079.598
WE LAND
68
44 185. 6
---4-462-1-1.53-1
2308057.1 1
WETLAND
69
23 8029.752
WE LAND
70
446229.418
_62T1 _-6
2308030.355
WETLAND
71
7T4 5
2308043.646
WETLAND
72
446285.014
2308043.888
WETLAND
3
446260.2 7 8
2307964.72
WE LAND
4
44615 .075
2307979.626
WETLAND
75
44 5992.417
2308034.611
WETLAND
76
445925.5 2
2 08061.032
WETLAND
77
445911.541
2307971.579
WETLAND
78
446042.650
2307913.532
WETLAND
79
446102.958
2307870,076
WETLAND
80
446155.177
2307843.292
WETLAND
81
446219.478
2307847.767
WETLAND
82
446223.441
230 847.219
WE LAND
Ls1
Z
J
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J
Regulatory Of f i c'i a)
Title -------------------
_
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Date
USACE AcAion ID
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f .a
SHEET No.
V-2
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Title -------------------
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Date
USACE AcAion ID
-----------
SHEET No.
V-2

0
N
00 ry ry
® 0 N
Q 0 0060
Z F- rn
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N/F •,
HARVEY D. FORT
BK. 901, PAGE 656
SK. 1216, PAGE 255
�1 101
\ \ C
30" CMP \
INV IN = 74.2'
INV OUT = 74.2'
PERIMETER FENCE POINT TABLE
Point
Northing
Eastin
Descri tion
101
445711.744
2306447.366
FENCE CORNER
102
445811.972
2306554.860
FENCE CORNER
103
446280.906
2308054.125
FENCE CORNER
104
446225.084
2308100.276
EXIST. FENCE CORNER
1051
445778.095
2308469.819
EXIST. FENCE CORNER
106
445689.176
2308541332
FENCE CORNER
107
445414.653
2307551.837
GATE POST
108
445408.248
2307528.707
GATE POST
109
445229.741
2306883.991
FENCE CORNER
FENCE
SEE DETAILS
ON SHEET C -5
20' SETBACK
FROM PROP LINE
N/F
KILPATRICK FARMS, INC.
DEED BOOK 1385, PAGE 211
PV ARRAY
LEGEND: ri
R/W - RIGHT OF WAY 92qf 8
N/F - NOW OR FORMERLY / / i �\ �•� L
o EDP _ EDGE OF PAVEMENT l�O \ \ -',,, - _;:{,:> :t'•
o LP - OF POLE +' Z PP
o PP - POWER POLE
0 ISF - IRON STAKE FOUND /7 �\ \ \ ^ , �_- �,,. *" �• �.•�"'�
O 6S -RON STAKE SET �\ \� \\
o EIS - EXISTING IRON STAKE \J _
o IRF - IRON ROD FOUND O
o IRS - IRON ROD SET
o OR - EXISTING IRON ROD
O IPF - IRON PIPE FOUND
O In - IRON PIPE SET
o EP - EXISTING IRON PIPE
o RRS - RAILROAD SPIKE
o PKF - PK NAIL FOUND
o PKS - PK NAIL SET
o MNF - MAG NAIL FOUND
O MNS - MAG NAIL SET
O AXLE - AXLE FOUND
O ECM - EXISTING CONCRETE MONUMENT
0 CMF - CONCRETE MONUMENT FOUND
0 NCGS - NC GEODETIC SURVEY TRAVERSE STATION
PROPERTY LINES OF THIS SURVEY
_ TIE LINES, OLD PROPERTY LINES, ETC.
_= DITCH OR OLD ROAD AS NOTED
- X-X-X- FENCE LINE
-E--E- ELECTRIC POWER LINE
NOTES:
ALL AREAS COMPUTED BY COORDINATES
DISTANCES SHOWN ARE HORIZONTAL ORD.
DISTANCES ARE SCALED TO GRID.
THIS PLAT WAS PREPARED WITHOUT THE
BENEFIT OF A 1TTLE REPORT WHICH MAY
REVEAL ADDITIONAL CONVEYANCES, EASEMENTS,
OR RIGHT -OF -WAYS NOT SHOWN. ALL
PROPERTY OWNERSHIPS LISTED WERE
TAKEN FROM CURRENT TAX RECORDS.
GPS GRID REFERENCE:
COMBINED GRID FACTOR = .98988153
N.C.G.S. TRAVERSE STATION 'KENANPORT'
NAD 83(2011) COORDINATES:
N - 456,184.58'
E - 2,304,61239'
ELEV. 13215'
ENA '\11 WETLAND IMPACT
\ sl,, AREA 1
30'° CMP :�\ 'Sp
INV IN = 72.2' \, \' 109
INV OUT = 72.2'
36" CMP
INV IN = 71.6'
50' SETBACK \ INV 0 "IT 71.5'
FROM ROW \ ��
FOR APPROVAL_
NOT FOR CONSTRUCTION
0 �r
O r
�\
0 100' 200'
SCALE:1 " =100'
7iCEO
PN CONC. DRIVE
SEE DETAILS
ON SHEET C -5
TOWN OF KENANSVILLE
DEED BK. 647, PG. 27
6LD
N/F
THURMAN BROWN
DEED BOOK 466, PAGE 405
SITE PLAN
116
S
24' WIDE
SEE DES,
C -5
103 y' -55 85
W
v
Zf 104
%r 30' SETBACK
TE FROM EOP
WETLAND IMPACT
s AREA 3
TOWN OF KENANSVILLE
`Q� a WETLAND IMPACT DEED BK. 647, PG. 27
`p 1 s., AREA 2
SEWAGE TREATMENT PLANT
LP
M
SEEDING SCHEDULE
d-
SOIL AMENDMENTS /FERTILIZER
DATE
TYPE
APPLICATION RATE
J
LIME
3,000 LBS /ACRE
ALL
FERTILIZER (10- 10 -10)
800 LBS /ACRE
SEASONS
N
1 1
1
1
PERMANENT SEEDING
® 1
1
1
1
TALL FESCUE
100 LBS /ACRE
O
COMMON BERMUDA
l
UNHULLED
50 LBS /ACRE
SEPT. 1 - APR. 1
HULLED
75 LBS /ACRE
SEPT. 1 - APR. 1
ONLY RYE GRAIN
r
f
ONLY GERMAN MILLET
f
Z
1—
Z
TYPE
1
DEC. 1 - APR. 15
t
50 LBS /ACRE
1
PP
1
1
1
40 LBS /ACRE
AUG. 15 - DEC.
15 RYE GRAIN
100 LBS /ACRE
l
O
U
®
1
w
1
C
L
1
f
1� 1
D1
f
Z
zQ
z
0
71
W
m
a
t-
�
w
Q
F
Z m
m
rz
m
%r 30' SETBACK
TE FROM EOP
WETLAND IMPACT
s AREA 3
TOWN OF KENANSVILLE
`Q� a WETLAND IMPACT DEED BK. 647, PG. 27
`p 1 s., AREA 2
SEWAGE TREATMENT PLANT
LP
M
SEEDING SCHEDULE
d-
SOIL AMENDMENTS /FERTILIZER
DATE
TYPE
APPLICATION RATE
J
LIME
3,000 LBS /ACRE
ALL
FERTILIZER (10- 10 -10)
800 LBS /ACRE
SEASONS
N
1.5 TONS /ACRE
PERMANENT SEEDING
DATE
TYPE
APPLICATION RATE
ALL SEASONS
TALL FESCUE
100 LBS /ACRE
O
COMMON BERMUDA
l
UNHULLED
50 LBS /ACRE
SEPT. 1 - APR. 1
HULLED
75 LBS /ACRE
SEPT. 1 - APR. 1
ONLY RYE GRAIN
50 LBS /ACRE
APR. 1 - SEPT. 1
ONLY GERMAN MILLET
50 LBS /ACRE
TEM,,PORARY SEEDING
1—
DATE
TYPE
APPLICATION RATE
DEC. 1 - APR. 15
L
50 LBS /ACRE
N
PP
1
1
1
40 LBS /ACRE
AUG. 15 - DEC.
15 RYE GRAIN
100 LBS /ACRE
>-
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105
18" CMP
INV IN = 69.2'
INV OUT = 68.5'
06 1
,..r" SOP ���`�..
c/`
18 "CPP
INV IN = 69.0'
INV OUT = 67.4'
WETLAND IMPACTS
LOCATION: AREA 1
IMPACTED AREA: 233 SF
NECESSSITY: INSTALL PERMANENT CULVERT FOR
VEHICULAR ACCESS AROUND PV ARRAY.
LOCATION: AREA 2
IMPACTED AREA: 330 SF
NECESSSITY: INSTALL TEMPORARY CULVERT FOR
CONSTRUCTION AND EROSION CONTROL FEATURES.
LOCATION: AREA 3
IMPACTED AREA: 923 SF
NECESSSITY: INSTALL TEMPORARY CULVERT FOR
CONSTRUCTION AND EROSION CONTROL FEATURES.
LOCATION: AREA 4 (PERIMETER FENCE)
IMPACTED AREA: 1' 4" DIAMETER POLE FOUNDATION
EVERY 10 LF. - ESTIMATED 51 POLES - 72 SF
NECESSSITY: INSTALL FENCE POST FOR PERIMETER
FENCE, NECESSARY TO PROVIDE ADEQUATE SECURITY.
TOTAL WETLAND IMPACT: 1558 SF
ate® Fessi®
r,
Q SEAL
026423 0
SEEDBED PREPARATION
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. TOTAL SEEDBED PREPARED
DEPTH SHALL BE 4" TO 6" 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 ON PLAN.
5. IF SOIL TEST IS TAKEN., PROVIDE LIME AND FERTILIZER
ACCORDING TO SOIL TEST REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY
AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION.
7. MULCH WITH STRAW APPLIED AT RATE OF 75 -100 LBS. /1000 S.F
ANCHOR WITH ASPHALT EMULSION TACK COAT AT RATE OF
14 -28 GAL. /1000 S.F. OR 800 -1200 GAL. /ACRE IF REQUIRED
BY ONSITE FINISH GRADE.
ALL DISTURBED AREAS SHALL. BE SEEDED.
CURRENT ZONING - LI
ADJACENT ZONING - N/A
SETBACK REQUIREMENTS:
FRONT - 50'
REAR - 20'
SIDE - 20' (INTERIOR)
SIDE - 40' (CORNER)
SETBACK PROVIDED:
FRONT- 501
REAR - 355' FROM PROPERTY LINE
SIDE - 30' FROM ACCESS ROAD
SIDE - 20' ('' NTERIOR)
BUFFERYARD REQUIREMENT'
N/A
NO MONUMENTAL TREES WILL BE IMPACTED
SITE PLAN NOTES
1. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL
BUILDING PERMITS.
2. PERFORM ALL WORK IN ACCORDANCE WITH THE NORTH
CAROLINA BUILDING CODE, DUPLIN COUNTY, AND
KENANSVILLE REQUIREMENTS.
3. PERFORM ALL WORK IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PERMIT, NATIONWIDE PERMIT
39, AND 401 WATER QUALITY CERTIFICATION.
4. ELECTRICAL DISTRIBUTION IN WETLANDS WILL BE
MOUNTED TO PV ARRAY FRAME. NO TRENCHING WITHIN
WETLANDS.
Z
o �
-z
a =
= v z
Z2
KQ W
w
J
z�
W = �� z
U N ■ ■
zI 1 ■
Z. IU)
W
z
>o
RROU m
�ZP N
N Q'
NO
0
co
0
V)
W
SEEDING SCHEDULE
d-
SOIL AMENDMENTS /FERTILIZER
DATE
TYPE
APPLICATION RATE
J
LIME
3,000 LBS /ACRE
ALL
FERTILIZER (10- 10 -10)
800 LBS /ACRE
SEASONS
N
MULCH
1.5 TONS /ACRE
PERMANENT SEEDING
DATE
TYPE
APPLICATION RATE
ALL SEASONS
TALL FESCUE
100 LBS /ACRE
O
COMMON BERMUDA
APR. 1 - SEPT. 1
UNHULLED
50 LBS /ACRE
SEPT. 1 - APR. 1
HULLED
75 LBS /ACRE
SEPT. 1 - APR. 1
ONLY RYE GRAIN
50 LBS /ACRE
APR. 1 - SEPT. 1
ONLY GERMAN MILLET
50 LBS /ACRE
TEM,,PORARY SEEDING
1—
DATE
TYPE
APPLICATION RATE
DEC. 1 - APR. 15
KOBE LESPEDEZA
50 LBS /ACRE
N
RYE GRAIN
100 LBS /ACRE
APR. 15 - AUG.
15 GERMAN MILLET
40 LBS /ACRE
AUG. 15 - DEC.
15 RYE GRAIN
100 LBS /ACRE
CURRENT ZONING - LI
ADJACENT ZONING - N/A
SETBACK REQUIREMENTS:
FRONT - 50'
REAR - 20'
SIDE - 20' (INTERIOR)
SIDE - 40' (CORNER)
SETBACK PROVIDED:
FRONT- 501
REAR - 355' FROM PROPERTY LINE
SIDE - 30' FROM ACCESS ROAD
SIDE - 20' ('' NTERIOR)
BUFFERYARD REQUIREMENT'
N/A
NO MONUMENTAL TREES WILL BE IMPACTED
SITE PLAN NOTES
1. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL
BUILDING PERMITS.
2. PERFORM ALL WORK IN ACCORDANCE WITH THE NORTH
CAROLINA BUILDING CODE, DUPLIN COUNTY, AND
KENANSVILLE REQUIREMENTS.
3. PERFORM ALL WORK IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PERMIT, NATIONWIDE PERMIT
39, AND 401 WATER QUALITY CERTIFICATION.
4. ELECTRICAL DISTRIBUTION IN WETLANDS WILL BE
MOUNTED TO PV ARRAY FRAME. NO TRENCHING WITHIN
WETLANDS.
Z
o �
-z
a =
= v z
Z2
KQ W
w
J
z�
W = �� z
U N ■ ■
zI 1 ■
Z. IU)
W
z
>o
RROU m
�ZP N
N Q'
NO
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SHEET No.
C -2
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Q
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SHEET No.
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W
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SHEET No.
C -2

NOW
N = 446,285.01'
N /F E = 2,308,043,89'
KILPATRICK FA, <:w"S, INC.
N
N = 446,2,23,44' = 446,260.31'
DEED BOOK '1385, ""AGE 211 E = 2,307,847,22' E = 2,307,964-72' ,ate
N = 446,204.07'
E = 2,307,785.01­-----
TOPSOIL STOCKPILE
LIMITS OF CONSTRUCTION
E = 2,306: 7'
N ,�J
E
CORNER OF I_E;SE
N = 445,81&`5' L
j
L
N/F E 2,306,55 77' J L J l
HARVEY D. FORI L
\X i BK. 901, PAGE 656
BK. 1216, PAGE 255
L
CORNER OF LEASE A 3
N = 445,682.95' C'
X, E 2,306,4-05,_8V- q
Vlr-f LAND K "k,
JNEATION LINE
\L
L DI '10 AI
-P
LI 4,
_j 8 A,
TBM 2
N = 445,67 39'
2,306-42- 36'
ELEV &_,23'
I Z
[RON ROD WITH C FOUND
TWER N4
7,DECINETIO, LtPE
30" rImp N\ F
INV IN = 74.2'
INV OUT = 74.2'
L
LEGEND:
C/L CENTERLINE
R/w RIGHT OF WAY
N NOW OR FORMERLY
EOP EDGE Of PAVEMENT
0 FH Fl 0
LIGHT I'S
0 Lp HT 8
0 pp POWER POLE
17 z
0 ISF IRON STAKE FOUND
o EIS EXISTING RON STAKE
0 ISS RON STAKE SET
0 IRF –IRON ROD FOUND
0
6
RS –IRON ROD SET
0 EIR EXISTING IRON ROD
0 IRON x\ z
0 IPF PE FOUND 11, , �:? ,
PS PE SET tql
-IN v
PP
0 RRS
0 OP DaSTING IRON PIPE N1 N 4kLC'_,
P1
IRON PI
RAILROAD SPIKE
O PKF PK NAIL FOUND P�
O IlIx;
KS PK ML SEr
30" CmI
0 MAO NAIL FOUND
MNF SID1
0 MNS MAC NAIL SET INV IN \10
0 AXLE AXLE FOUND 1\
INV OUT ---- -----
❑ ECM DaSTING CONCRETE MONUMENT
..............
❑ CMF CONCRETE MONUMENT FOUND
A NCGS NO GEODETIC SURVEY TRAVERSE STATION
PROPERTY LINES
OF THIS SURVEY,
TIE LINES, OLD PROPERTY LINES, ETC. TOWN OF KENANSVILLE
DITCH OR OLD ROAD AS NOTED CORNER OF L SE DEED BK. 647, PG. 27
X X X NCE LINE
--E—E— ELECTRIC POWER LINE N = 445 211 C -�3:
NOTES: E 2,306:834._15
_M" CMP
ALL AREAS COMPU70 BY COORDINATES. INV IN = 71.6'
DISTANCES SHOWN ARE HORIZONTAL ORID.
lNi
DISTANCES ARE SCALED TO GRID. i� IV CNJ T = 71. 5'
THIS PLAT WAS PREPARED WITHOUT THE
1
BENEFIT OF A TITLE REPORT WHICH MAY
\\N
REVEAL ADDITIONAL CONVEYANCES, EASEMENTS, x
OR RIGHT–OF–WAYS NOT SHOWN. ALL 3
PROPERTY OWNERSHIPS LISTED WERE
N/F
TAKEN FROM CURRENT TAX RECORDS
HURMAN BROWN
GPS GRID REFERENCE- LE '76.03' 7
COMBINED GRID FACTOR = .99988153 IRON ROD kW, TH CAP FOUND DEED BOOK 466, PAGE 405
N.C.O.S. TRAVERSE STATION 'KENANPORT' 6
NAD 83(2011) COORDINATES:
N - 456,184.58'
E - 2304,61Z39' <
ELM =151
dl%
R
URAr-U%11&'\41G/EROUIt-\41 CuNTONL PLAIN'
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LEASE AREA jo "
27,93 Acres
DELI
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_17 L
D( 710hIAL
-WiET IND7A
D
N LINE L
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SMMMER SED BASIN #2
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77
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1K
URISDFllORAI
ETN AREA
1.
RIVER BASIN: CAPE FEAR
C-D
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DISTURBED AREA: 27.1 ACRES (CALCULATED BY Lau!
, C OORDINATE GEOMETRY) 9D
\y�
20)
CORNER OF LEASE
N = 446,286.73'
E = 2,308,049,31 RECEIVING WATER COURSE: GROVE CREEK C; Sw
TOPSOIL STOCKPILE
Lu
TBM 4
X\
N = 4.4.6,0..50.17'
O
WE7T E = 2,368,232.87'
0,0
DEUNEATION LINE ELEV = 81.06' 0
IRON ROD FOUND
TowN OF KENANS\AI-LE
DEED SK. 647, PG. 27
SUNAGE TREATMENT PLANT
mw D2
7L If
Lid F
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L
W� I LANI I nK
3.0 f A ,_F
L L J_ L
-1 14ETLY�NDJ
FOR APPROVAL
NOT FOR CONSTRUCTION
SKIMMER SED BASIN #3
,0
TBM 5
N = 445,683.07'
E_ = 2 3108.532.7 3'
ELEV = -70.90'
­74 IRON ROD WITH CAP FOUND
ZONE X
NE AE
LEASE—­­
E �NE
N 445 a,94-.-9
368 - 6, 8 2'
18"CPP
INV IN = 69.0'
INV OUT = 67.4'
18" CmP
INV IN = 69.2'
INV OUT = 68.5'
(-I-
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SHEET No.
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SHEET No.
C-3

-INSTALL CEO- FABRIC
p
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UNDER AGGREGATE
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2 -3 INCHES COARSE AGGREGATE
6- INCHES THICK
1. CONTRACTOR SHALL CONSTRUCT TIRE SCRUBBER AT ENTRANCE OF EACH CONSTRUCTION ROAD
ENTRANCE TO STATE ROAD. 2 -3 INCH COARSE AGGREGATE SHALL BE USED. PAD SHALL BE 50
FEET LONG BY 20 FEET WIDE BY 6 INCHES DEE- MINIMUM. CONTRACTOR MAY USE LARGER
DIAMETER STONE AS NEEDED.
2. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMCOATE LARGE (TANDUM) TRUCKS.
3. LOCATE ENTRANCES IN ORDER TO PROVIDE MAXIi UM UTILITY BY ALL CONSTRUCTION VEHICLES.
4. CONTRACTOR SHALL MAINTAIN 'TIRE SCRUBBERS` 'N CONDITION SUCH THAT TRUCKS ARE
PREVENTED FROM TRACKING MUD ONTO STREETS AND MUD IS PREVENTED FROM FLOWING
DIRECTLY ONTO STREETS. TOPDRESS "TIRE SCRUBBERS" PERIODICALLY AS NEEDED.
5. LOCATE TEMPORARY 'TIRE SCRUBBER" PADS ON !30TH SIDES OF CONSTRUCTION ROADWAYS
WHERE THEY CROSS STATE ROADS.
6. THE CONTRACTOR SHALL REMOVE TEMPORARY El,'?,ANCE /EXIT AFTER AREA HAS BEEN STABILIZED.
CONSTRUCTION ENTRANCE
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ROLL C- SILT FENCE
- OPERATION
FABRIC
ABOVE
GROUND
HORIZONTAL CHISEL POINT
(76 mm WIDTH) O
0 °
/// /// /// II/ /// 200- 300 m m/
\ \ \
� \\ \ \ \ \ \ /\\
\ / \ / \ / \ / \ / \ /� / \ / \ / \ / \ / \ / \ / \ /\/
\\\/\\\ / \ \ / \ \ / \ \ � \ / \ \ \ / \ \ \ / \ \ \ / \\ / \� S ICI NG� \B /LADE\//\/ \ \ \ / /� \ / \ \ \ / \ \ \ / \ \ \
/,X /,X �// \(18mm WIDTH \//
VIBRATORY PLOW IS NOT ACCEPTABLE BECAUSE OF IORIZONTAL COMPACTION
\\ %\\%\\%\\ %
/// / / / / /
REQUIRES OVER - BACKFILL OF TRENCH
PRIOR TO MECHANICAL COMPACTION
2:1 24" MAX
SECTION A -A \
A 1.5'I MIN
9" MIN
\K,7 i
CLASS A OR B STONE FILTER FABRIC
A
TEMPORARY EROSION CONTROL
(CHECK DAM)
NOT TO SCALE
9' WIDTH
3:1 SIDE SLOPES
1.5' DEPTH & LINE WITH STRAW MATS
TEMPORARY EROSION CONTROL
(GRASS CHANNEL)
NOT TO SCALE
I'VAIIS"'. DETAILS
POST INSTALLED
AFTER COMPACTION
SILT FENCE
\ \\ \ \ \ \ \ \ \ \ \ \ \\
\ \//
\ \ \
\ \ / /\ / /\ / \ /// <\\,
/ / \\
j \ \, \�/ \// \ j \\ j \ \\
\ \ \ \ \ \ \ \\ �\ v •, \ \ \ \ \ \ \ \\ \ \ \ \ \\
\ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\
COMPACTED BACKFILL MUST BE LEVEL
WITH UNDISTURBED SOIL
SILT FENCE 4
METHO-ND"'
,
0I
�.
SKIMMER SEDIMENT BASIN DESIGN SUMMARY
a
BASIN #1
BASIN #2
(B BASIN N #3
Q10 FLOW RATE
19 cfs
20 cfs
7 cfs
VOLUME REQUIRED
12,060 cf
12,600 cf
4,680 cf
SURFACE AREA REQUIRED
COMPLETED
INSTALLATION
\ \\ \ \ \ \ \ \ \ \ \ \ \\
\ \//
\ \ \
\ \ / /\ / /\ / \ /// <\\,
/ / \\
j \ \, \�/ \// \ j \\ j \ \\
\ \ \ \ \ \ \ \\ �\ v •, \ \ \ \ \ \ \ \\ \ \ \ \ \\
\ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\
COMPACTED BACKFILL MUST BE LEVEL
WITH UNDISTURBED SOIL
SILT FENCE 4
METHO-ND"'
,
0I
�.
SKIMMER SEDIMENT BASIN DESIGN SUMMARY
25% OF
BASIN #1
BASIN #2
(B BASIN N #3
Q10 FLOW RATE
19 cfs
20 cfs
7 cfs
VOLUME REQUIRED
12,060 cf
12,600 cf
4,680 cf
SURFACE AREA REQUIRED
6,175 sf
6,500 sf
2,275 sf
VOLUME PROVIDED
13,580 cf
14,645 cf
4,812 cf
SURFACE AREA PROVIDED
6,272 sf
6,728 sf
2,450 sf
LENGTH
112 ft
116 ft
70 ft
WIDTH
56 ft
58 ft
35 ft
LENGTH /WIDTH RATIO
2:1
2:1
2:1
SPILLWAY WIDTH
19 ft
19 ft
8 ft
SKIMMER SIZE
2.5 inch
2.5 inch
1.5 inch
ORIFICE DIAMETER
2 inch
2 inch
1.25 inch
DEWATERING TIME
3 days
3 days
3 days
TOP OF BANK ELEVATION
77.5 feet
76.5 feet
77.5 feet
BOTTOM ELEVATION
73.5 feet
72.5 feet
73:5 feet
SPILLWAY ELEVATION
76 feet
75 feet
76 feet
SEDIMENT CLEANOUT ELEVATION
74.75 feet
73.75 feet
74.75 feet
DISCHARGE PIPE
4 inch
4 inch
4 inch
a 2:1 SIDE SLOPES
TOPSOIL
SILT FENCEI ° STOCKPILE I SILT FENCE
TEMPORARY EROSION CONTROL
(TOPSOIL STOCKPILE)
NOT TO SCALE
(2' MIN)
FLOW - - -> COMPACTED SOIL
18" MIN
I 6' TYP
TEMPORARY EROSION CONTROL
(DIVERSION SWALE)
NOT TO SCALE
SPECIFICATIONS FOR STATIC SLICING METHOD
FOR SILT FENCE INSTALLATION
1. The base of both end posts must be at least 2 -4" above the top of the
'ilt fence fabric on the middle posts for ditch checks to drain properly. Use a
hind level or string level, if necessary, to mark base points before installation.
2. Install posts 3 -4 feet apart in critical water retention areas and 6 -7 feet
apart on standard applications.
3. Install posts 24 inches deep on the downstream side of the silt fence, and
es, close as possible to the fabric, enabling posts to support the fabric from
upstream water pressure.
4. Install posts with the nipples facing away from the silt fence fabric.
Attach the fabric to each post with three ties, all spaced within the top 8"
c` the fabric. Attach each tie diagonally 45 degrees through the fabric, with
e -!ch puncture at least 1" vertically apart. Also, each tie should be positioned to
h- ."i.ng on a post nipple when tightened to prevent sagging.
6 Wrap approximately 6 inches of fabric around the end posts and secure
",1 3 ties.
7 No more than 24" of a 36" fabric is allowed above ground level.
8. The installation should be checked and corrected for any deviations before
c:�mpaction. Use a flat- bladed shovel to tuck fabric deeper into the slit if
r Gcessary.
9 Compacting is vitally important for effective results. Compact the soil
i"Imediately next to the silt fence fabric with the front wheel of the tractor,
--,,,,id steer, or roller exerting at least 60 pounds per sq.inch. Compact the
upstream side first, and then each side twice for a total of four trips.
•
•!! !
MARLIN L 1 '1
'DATER ENTRY UNIT
25% OF
WITH TRASH SCREEN
GENERAL NOTES:
SURFACE AREA
1. PROPER DESIGN MUST BE COMPL =TED TO MINIMIZE PIPING AROUND DISCHARGE
SURFACE AREA
PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS
WARRANT A CHANGE,
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
ORIFICE OPENING INSIDE THE
INSTALLED.
HORIZONTAL TUBE WITH A
5. EROSION PROTECTION MUST BE I' +STALLED ALONG THE EMBANKMENT AND AT
CONSTANT HYDRAULIC HEAD
THE DISCHARGE END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO -NSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
Ljj
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
SHEET, AND INSTRUCTIONS ON WEB Si!TE FOR EACH SIZE.
SCHEDULE 40 PVC PIPE
L OR ARM)
_E HOSE
ENT PIPE
POTENTIAL FOR PIPING CAN
OCCUR. PROPER DESIGN
TO MINIMIZE DISCHARGE
AROUND PIPE MUST OCCUR.
TER ENTRY UNIT
ARTHEN EMBANKMENT
,EMERGENCY SPILLWAY
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
FLEXIBLE HO
PVC VENT
PIPE
il
n
INLET
SEDIMENT TRAP
35% OF
25% OF
25% OF
15% OF
SURFACE AREA
SURFACE AREA
SURFACE AREA
SURFACE AREA
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
OUTLET
COIR MESH OR SIMILAR WIT^ SUPPORT ROPE AT TOP
DITCH AND BURY MEMBRANE
EDGE (MIN. 12 ")
NOTES:
1) BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING
THAT THE BASIN IS HALF -FULL.
2) THE MEMBRANE USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE LENGTH OF
THE TARP SHALL BE ACCORDING TO AVAILABLE SUPPLY, IF MULTIPLE MEMBRANES ARE TO BE
USED, THEN MEMBRANE SHALL BE OVERLAPPED AT LEAST 12 ". THE UPSTREAM 12" MEMBRANE
SHALL OVERLAP THE DOWNSTREAM MEMBRANE. THE MEMBRANE SHALL BE 50 MIL. HEAVY Di. T Y
OR EQUIVALENT FOR U.V. RESISTANCE.
3)PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS T- =
BASIN, REDUCING TURBULENCE,
4) BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY
TRENCHING AS FOR A SILT FENCE.
5) MOST OF THE SEDIMENT WILLACCUMULATE IN THE FIRST BAY, SO THIS SHOULD BE READIL"
AVAILABLE FOR MAINTENANCE.
SEAL
0261423
FOR APPROVAL.
NOT FOR CONSTRUCTION
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DITCH AND BURY MEMBRANE
EDGE (MIN. 12 ")
NOTES:
1) BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING
THAT THE BASIN IS HALF -FULL.
2) THE MEMBRANE USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE LENGTH OF
THE TARP SHALL BE ACCORDING TO AVAILABLE SUPPLY, IF MULTIPLE MEMBRANES ARE TO BE
USED, THEN MEMBRANE SHALL BE OVERLAPPED AT LEAST 12 ". THE UPSTREAM 12" MEMBRANE
SHALL OVERLAP THE DOWNSTREAM MEMBRANE. THE MEMBRANE SHALL BE 50 MIL. HEAVY Di. T Y
OR EQUIVALENT FOR U.V. RESISTANCE.
3)PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS T- =
BASIN, REDUCING TURBULENCE,
4) BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY
TRENCHING AS FOR A SILT FENCE.
5) MOST OF THE SEDIMENT WILLACCUMULATE IN THE FIRST BAY, SO THIS SHOULD BE READIL"
AVAILABLE FOR MAINTENANCE.
SEAL
0261423
FOR APPROVAL.
NOT FOR CONSTRUCTION
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SHEET No.
C-4

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GATE POST SCHEDULE
LEAF WIDTH
GATE NOM)
(NOM)
WIGHT
6'-0" AND LESS
3" OD
5.79#/LF
6'-0ll TO 13*-011
4" OD
9.11 #/LF
13'-0" TO 181-011
6" OD
18.97#/LF
MORE THAN 18'-0"
8" OD
24. 7#/LF
GATE FRAME SCHEDULE
GATE HEIGHT
ROUND
WEIGHT
AND WIDTH
(NOM)
CHAIN-LINK FABRIC
HEIGHT LESS THAN 6'-011
it
l
2.27#/LF
WITH LEAF WIDTH
4'-6" FOR POSTS 8" OD
NOT TO EXCEED 13'-0"
BLACK POWDER
HEIGHT 6'-0" OR GREATER
2"
2.72#/LF
AND WIDTH
LINE POST (ALL
GREATER THAN 13'-01
POSTS)
77.509
C.J.
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C. J.
v
ASPHALT ROAD
C. i
NOTES:
1. UNLESS OTHERWISE SHOWN OR SPECIFIED, THE F':7'NCE SHALL BE THE
STANDARD PRODUCT OF A CHAIN LINK MFG, & AL.- SMALL PARTS &
ACCESSORIES SHALL BE THE STANDARD OF THE V7
2. GATE CONSTRUCTION SHOWN IS FOR INFORMATION AS TO TYPE AND
DESIGNATION USED ON THE LAYOUT PLANS, IN SC FAR AS POSSI-
BLE, GATES SHALL BE OF THE MANUFACTURER'S STANDARD DESIGN.
3. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE
USED IN LIEU OF TRUSS RODS TO BRACE ALL WELDED GATE FRAMES.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR T7,-.E PROPER RIGID
CONSTRUCTION OF ALL GATES SUPPLIED.
5. WHERE GATE INSTALLATIONS ARE REQUIRED ON TH- CON-
TRACT DRAWINGS. THE CONTRACTOR SHALL HAVE 7qE OPTION OF
SUGGESTING VARIATIONS IN THESE GATES, PROVIDI,14 THE VARIA-
TION ACCOMPANIED BY AN EXPLANATION FOR THE VARIATION.
6. WHERE GATE POST BASES ABUT CONCRETE WALKS, CURBS, OR
IS CLEARLY SHOWN ON DRAWINGS SUBMITTED FOR APPROVAL
DRIVES; CONTRACTOR SHALL COORDINATE INSTALLATION & PLACE
A 1/2" EXPANSION JOINT BETWEEN BASE & ADJC,91NG CONCRETE.
7. FABRIC TO BE INSTALLED ON STREET SIDE OF P"_STS WITH THE
WIRE CONNECTIONS LOCATED ON THE INTERIOR -SIDE OF THE FENCE
8. GROUNDING SHALL BE PROVIDED TO CORNER PC,:-:ITS AND 1 POST
IN THE MIDDLE OF EACH SPAN OF FENCING, SEE DETAIL THIS SHEET.
O
N 445385.15
E = 2y3072547.52'
BRACE RAIL CLAMP DETAIL
MOLDED EXOTHERMIC WELD
OR APPROVED CLAMP—TYPE
FITTING OF COPPER
TENSION BAND
(15" O.C. MAX. AND WITHIN 4"
FROM BOTTOM OF FABRIC)
rimer cvA FABRIC
12-1
72"
16" MIN.
FENCE POST
4" AWG STRANDED
COPPER WIRE
TIE WIRES
\AAX.)
8X8 2.4X2.4 WWF
BARBED-WIRE APRON
ON EXTENSION ARMS
CORNER, END,
OR PULL POST
TOP RAIL OR TENSION WIRE
BRACE RAIL
TIE WIRES OR
CLIPS (TYR)
LINE POST
""�k��X�k•
BLACK COATED VINYL
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CHAIN-LINK FABRIC
4'-0" FOR POSTS 6" OD
(9 GAGE, 2" MESH)
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4'-6" FOR POSTS 8" OD
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BLACK POWDER
COATED PAINT
1'-4" DIA. FOR POSTS 4" & LESS
LINE POST (ALL
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TIE WIRES OR I
HOG RINGS (7R)
TRUSS ROD X
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(3/8" MIN. DIA.)
E
FfIN I QT GRADE m
HOG RINGS (TYR)
10" MIN, DIA,
CONCRETE BASE
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10'-0" MAXIMUM 10'-0" MAXIMUM
LINE POSTS TO BE EQUALLY SPACED
FENCE C /OR INJE R r-'4E TA IL
N.T.S.
BASES FOR PLUNGER ROD AND GATE
HOLDERS SIMILAR, 10" DIA. 2'—Ol- DEPTH.
ALL DIAMETERS & DEPTHS ARE MIN,
BELL SHAPED BASES SHALL HAVE
STATED MIN. DIA AT SURFACE,
GRADE
2'-0" DIA, FOR POST 6" AND OVER.
LOCK KEEPER GUIDE
FASTEN FABRIC TO LINE
POSTS 0 1'-3" O.C. MAX.
FOR 3 STRANDS
BARBED WIRE W/
TAMPER PROOF
CONNECTION
SECURED TO POD
W TAMPER PRO,
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---,PADLOCK AS PER SPEC.
SECTION 08 71 00
SWINGING GATE PADLOCK DETAIL GATE HINGE
TRUSS ROD
TURNBUCKLE
CORNER POST of Lo
TRUSS ROD BA
D
CONC. BASE
TRUSS ROD AND BAUD CORNER CLAMP FOR BRACE
RAIL OR JOP RAIL
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4'-0" FOR POSTS 6" OD
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4'-6" FOR POSTS 8" OD
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1'-4" DIA. FOR POSTS 4" & LESS
2'-0" DIA, FOR POST 6" AND OVER.
LOCK KEEPER GUIDE
FASTEN FABRIC TO LINE
POSTS 0 1'-3" O.C. MAX.
FOR 3 STRANDS
BARBED WIRE W/
TAMPER PROOF
CONNECTION
SECURED TO POD
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SECTION 08 71 00
SWINGING GATE PADLOCK DETAIL GATE HINGE
TRUSS ROD
TURNBUCKLE
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TRUSS ROD BA
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