20130576 Ver 1_More Info Received_20130905

Strickland, Bev
From: Robert Maynard [r.maynard @greeneng.com]
Sent: Wednesday, September 04, 2013 2:43 PM
To: Strickland, Bev
Cc: Sean P. Hein; Leo Green III
Subject: FW: Klausner Lumber Two Project DWQ# 13 -576
I had to put the drawings on our ftp site. Here are the instructions on how to download the files. You will need to download
the files under Klausner Lumber Two Bid Documents \Construction Plans \2013 -8 -12 Complete Set Of Plans
User: rg een@ reg enen ing eerieg com
Password: green
Download FileZilla at: http:// fileziIla- promect.org /download.PhP ?tvpe= client
Choose the recommended download for your operating system.
While in FileZilla, create a new site by going to File: and then to Site Manager. Name it Green with the
following settings on the General Tab:
I
Ie
New Site � � New Folder
New Books ark � � Rename
o.e_Delete< Sopy l
General
Host: ftp,greenengineering , cc Port:
Protocol, FTP - File Transfer Protocol
Encryption: Use plain
Logon Type, formal ,J
User: [e-mail]
Pasch %fiord, toot*
Account:
Comments:
connect DI Cancel
A.
Click connect and you should be good to go. When you are done, disconnect from the server.
Please let me know if you have any problems retrieving these files. Thank You
1

From: Penny Glover
Sent: Wednesday, September 04, 2013 2:01 PM
To: 'Leo Green, III'
Cc: Sean P. Hein; Robert Maynard
Subject: FW: Klausner Lumber Two Project DWQ# 13 -576
Can you please help with this?
Thanks,
Penny
From: Strickland, Bev [ mai Ito: bev.stricklandCa)ncdenr.aovI
Sent: Wednesday, September 04, 2013 1:50 PM
To: Penny Glover
Subject: Klausner Lumber Two Project DWQ# 13 -576
Mr. Green,
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format (black and
white 300dpi, not grayscale or color). If the plans are too large to store in TIF format, they can be stored in PDF.
Thanks
Bev
Beverly Stric1dand, Administrative Officer
DMsion of Water Resources
N.C. Department of Ens- ironment and Natural Resources
Mail Seri -ice Center 1650, Raleigh, NC 27699 -1650
Phone# 919 - 807 -6350
Email Address: Bev.Stric1danda.ncdenr.gov
Phone # [phone]
E -mail correspondence to and from this address nravhe suhjectto the -orth Carolina Puhlic Records Larrand nravhe drkclosed to third parties.

g
171
d
Mi
0
cv
L6
0
v
c
0
sn
v
c
c
0
v
v
c
c
w
0
C3
z
1---
Of
W
M
a
v
0
a
cn
a
J
ci }
W
LJ
CV
N
i
Q
C)
J
d
a
Al
Tony N. 1
9 3i
Kpi LOS, H-1 111
„4
W)W1.1,111
" C V, I
PUBLIC UTILITIES DIRECTOR
Gwen Matthews
`"c
x
Sheet List Table
Sheet Number
Sheet Title
1
COVER
COVER SHEET PAGE 1
2
PIN
PLAN NOTES PAGE 2
3
EX 1
EXISTING CONDITIONS PAGES 3 -12
4
EX 2
5
EX 3
6
EX 4
7
EX 5
8
EX 6
9
EX 7
10
EX 8
11
EX 9
12
EX 10
13
SP 1
SITE PLAN PAGES 13 -22
14
SP 2
15
SP 3
16
SP 4
17
SP 5
18
SP 6
19
SP 7
20
SP 8
21
SP 9
22
SP 10
23
UT 1
UTILITY PLAN PAGES 23 -32
24
UT 2
25
UT 3
26
UT 4
27
UT 5
28
UT 6
29
UT 7
30
UT 8
31
UT 9
32
UT 10
33
PH 1 GP
GRADING PLAN PAGES 33 -45
34
GP 1
35
GP 2
36
GP 3
37
GP 4
38
GP 5
39
GP 6
40
GP 7
41
GP 8
42
GP 9
43
GP 10
44
GP 11
45
GSP
46
SSP
SITE SURCHARGE PLAN PAGE 46
47
EC 1
EROSION CONTROL PAGES 43 -52
48
EC 2
49
EC 3
50
EC 4
S1
EC 5
52
EC 6
53
EC 7
54
EC 8
55
EC 9
56
EC 10
57
PD B
POND PLAN PAGES 57 -59
58
PD C
59 -6
PD B LS
59 -C
PD C LS
60
DS 1
DETAIL SHEETS PAGES 60 -64
61
DS 2
62
DS 3
63
DS 4
64
DS 5

r-
_0
O
0
01
C
Q)
1-m
C
Lli
C
Q)
N
(D
ctf
z
cQ
Of
Ld
co
0
ry
-0
'o
0-
0
—i
in
LJ
F-
0
z
a-
I
O
O
LN
DO
ED
C)
r
"I
ll
01
In
1
Ell
as,
31
m
L43
9.
10.
11®
12.
1110
1103
"IMII, ot
XMIN
'mum
NORTH CAROLINA FIRM LICENSE- P-0115
303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893
TEL [phone] FAX [phone] OFFICE @ GREENENG.COM
I 1 11
F.
P.
1-ad
I VRZMIW���
I I NO
liq 111!11
i9iq IIIIIIIIIII111 r
DATE: April 18, 2013
Fil. ml
SHEET NO. OF 64
11-

0
0
0
(N
06
0
'0
0
Qz
Q)
tU
LLI
C
(D
N
CD
O
Ll
ry
LLJ
m
0
(Y
'0
Q,
I
0
0
-i
Cl)
X
LLI
ar
LN
0-
U
00
0
C-
-T/ wil

N
0
N
06
0
'O
rn
u
C
Q)
4)
C
C
LLJ
LAJ
m
0
_0
0-
cy
X
W
I
00
0
C14
O
O
C)
t
00
0
0
:E
11

a_
co
CN
6;
0
O
0)
N
C
CP
C
Ld
m
CD
X
LLI
I
IXl
cv
r2
0
CL
O
00
0
C)

.741,
I
0
_0
rn
D
0)
C
c
Lli
rn
x
LLI
I
cv
LN
CL
00
0
N
7-
0
C)
2

:5
0-
LO
0
0
C14
O
EtJ
O
cl
O
C
LLI
QJ
LL
Ce
-C

N
I
M
0
(N
Cd
0
'O
in
r
Ot
�c
0)
C
Ld
5:1
jo
_0
rZ
O
CD
X
LLJ
I
00
0
0
N
.F
cl
u
1-1
00
0
0
C)
It/ WI/

rn
�2
0
C4
06
GL
0
'a
2
ql
C
LLJ
tU
CD
O
Ld
CO
iT
X
LLJ
I
00
0
F4
O
C)
00
0
O
�t/ VII

FD
N
0
N
oD
0
'a
U,
0
tT
UI
C
Ld
C
0
O
Z
ry
LLJ
OJ
O
CL
7�
X
LLJ
I
00
0
ED
LA
CL
U
00
0
�3:

:E
n
Co
0
Cv
0
N
06
0
'a
ch
fJ
tll
tU
LLJ
O
z
LLJ
(Y
5.
as
X
LLJ
0
O
O
C.)
1-1
00
0
0
T
1-1

Ln
LO
0
N
C
0
C
Q)
Ld
LLJ
m
0
CY
0
n
47-017

rn
O
7Q
C
O
0)
C
C
CP
r-
LLJ
C
CD
m
6tEAMEL-W-Azi

2
'0
C
0
WO
cr
C
(U
N
LLJ

L
T
C
C
L
c
C
tt
C
CQ
LLJ
Cl)
-0
A7-nl7

oc
c
0
Ld
C
Q)
z
Of
Ld
co
0
Of
_0
a_
a
_j
1_x
'X '7
0
>(
"�'i �x
AX j
t
'CHAIN LINK FENCE
C,ATF_� j
7
co v
S-
t
17
1111T� IAUI� I IT I I I I I I I I I I I I I I I I I I I I I I I i I I I LEGEND
�'ITFT�111111'17TUTIM I
K
Tt --R-4 COMPUTED POINT 0
NEW IRON PIPE 0
NEW CONC, MON. 16
A mil � [1- -
j I 11�111 MLIJ]"I 1 -1
Ifl-l-L I H11- L11141+1_ EX. IRON PIPE 0
EX. PK NAIL 0
EX, CONC. MON,
EX, POWER POLE
tl 0
EX, LIGHT POLE
EX. GUY POST
EX, FIRE HYDRANT
EX, VALVE
--- -- --------- -
EX, METER
NEW SANITARY SEWER MANHOLE
III I _T NEW CLEAN-OUT eco
NEW DROP INLET
B-7
NEW INLET PROTECTION
— — — — — — -- — — — — — — — — — — — — -- — — — — — -
< — — — — — — — — — —
NEW CATCH BASIN
NEW JUNCTION BOX
<
< NEW STORM SEWER MANHOIF
NEW BLOW-OFF
j NEW FIRE HYDRANT
7-r
NEW VALVE
4 NEW METER
4
EX, GAS MAIN
W_
EX, WATER MAIN
<
79.10' 1. 17'
ST—
EX. STORM SEWER LINE
EX. SANITARY SEWER MAIN
<
Fm__
EX. SANITARY SEWER FM
A
-- ------- EX. CABLE TV LINE
EX. TELEPHONE LINE
EX. 1' CONTOURS
4
< < 409.44'
j ----- - -- ---- ----------- ----- ---------- -------------_-- ------- - ------- - --- - ---------
EX. 5' CONTOURS
4-
0
DITCH
c�
UUNUNL It. RIGHT OF WAY
00
N,
HOG WIRE FENCE
0.
0-
(A
7. 00'
2 CHAIN LINK FENCE x x
CL
D-31,5N, 'I
DI 10 01 103 01 1 Q2
DI I pi
z
DI 201.1, 2011 LOCATION
DI 2?.2 jR R".
DI. 204�
DI 203�
DI 205
'42" RCP 120
30" RCP CPT LOCATION
30" RCP CP
30" R 24" RCP
t-
2012 LOCATION
�"um"�a -
DIRT AREA
"0'
R111-
PB-5
----------
co igw!
M�
v D-6 GRASS AREA
R4
FUTURE
--------------
L
— — — — — — — — — ---- 30' ZONE 1 BUFFER .....
DI 206
L
w
20' ZONE 2 BUFFER
L — — —
N— — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — --- —
MR,
t
W'N
a,
FUTURE
FT-1 7 F-1[7 FT1 FT-1 FFI F71 FT-1 Fi -1 77� F-T-1 F I F-1 FFI I _T_� rff__� F77 FT 1 117� F-1-7 771 FT__] FT--1 1­77 F] n F] FT-i r-T-i r-n r-T-1
D-24 F_T_ F
—L-L4 —_L-�- '-64-4- IiJ-- 44 -L-�- F FT FT F77 F7 F
-Lj=4- L_:�_-J— L-L 1-- �-44- 4=L--4- 4--ij -L_1=4 14-4
1-1 T-1 --F�-� f9— i—T FUTURE
-1 t-I +t I- --f-t-F-1— F=F
�F=F]— F#F -F7-� -f�� -f�] -FT -F1 FF- Fi- Fi- F+-T-Eyr 2-0 7�j -fz� -1 V,,- ­I-j- Fq-
Ill L-IJU LL LLJ L_JLJ ULJ LJLJ LLJ LJ_J I I I I I LJ L-1 L_LJ 1 1 1 1 1 1 1 LJ U 1JL LU LL L L LJ LJ U L L LJ L] L LJ L I I I L L
----------------
'Ri
m0t%
CIL
D-10
_F
g
11"'w
-------- -- - -----
to
iE
FUTURE
T
DI 208
L — _J
_j D-11
FUTURE
N
F
0
DI 110 DI 209
DI -109 DI 108 01 107
B-6 DI 404
DI 213
...............
DI 106 Di .210 D1,211 DI 212
42"' 42" RCP 1DI 2 4
42" RCP 36' RCP 36o RCP 36" RCP
36" RCP 30" RCP 30" RCP 24" RCP
D-12,
. ....... . . .
7a
CA REVISM DATE BY DATE: April 24, 2013
C:�REEN ENIGmINEERINC� IL CLIENT CODE: HALCO
s ay G11APHIC SCALE
JOB NUMBER: 12108
WATER, WASTEWATER SURVEYING, PLANNING, PROJECT MANAGEMENT KLAUONER LUMBER TWO FIELD BOOK: XXX
EA
1 0 25 50 100 CADFILE: 12108-SP.dwg
2 59
- (; z -0115
NORM CAROLINA FIRM LICENSE: P ASCII
I - SITE P'LAN FILE:
I:, . 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 �JECT SCALE IN FEET
HALIFAX CO. NC SAWMILL wm%Ru'6 LAST MODIFIED: 12-Aug-13
I N'�
MODIFIED BY: RVM
T
TEL [phone] FAX [phone] OFFICE GREENENG.COM
lot GR
gill
ENFIELD TOWNSHIP HALIFAX CO., NORTH CAROLINA SHEET Na
SP 5 OF 10 17 OF 64
F
47-017

M
0
0
Ci
0
(14
U)
CP
0
0
0)
,C:
Ld
N
ry
ry
Z
ry
Ld
co
0
Qj
-0
_0
0
a-
MARIM

F;
Oti
al
C
Ld
C
Q)
I
0
a-
&f/ VI/

ao
oci
M
ai
M
O
N
N
D'
D
Q
O
C
O
�L
C
O
01
C
�L
Q?
C
CD
C
W
r-
(13
N
L
C7
L
O
O
Q
Z
Q
H
G1'
W
m
4
Of
5:1
_0
N
_O
n
a
J
47-017

5
rn
ai
0
N
cli
ira
CP
0
-0
c
0
2E
C:
0
CT
(U
LLJ
C
Q)
a)
0
Qf
Z
LLI
m
0
Of
0-
6&,YAEELMM

U-)
tV
rn
UJ
C
rn
C
LLJ
c
Q)
O
co
0
0�
0
0
-i
00
0
cv
U
00
0
F4
.7-
0
U
r
-a
ILA

2
a
u'f
a
04
N
cn Q)
a
d
0
-0
C
O
ME
C
O
0)
C
�L
Q�
C
LLJ
C
Q)
M
L
L
4
z
d
oC
W
m
Q
ry
5;
-0
a�
_O
a
0
J
D'
3
I
00
0
0
U
00
0
O
L.)
J
./"1
n
MMOR M,

CV
st
O
CV
C
C
Q)
Ld
C
Q)
c)
z
or
LAJ
co
0
.0
-2
a.
cr
U
1-1
00
%
R_
X X X X, x,---,—, x, X X X X X x x X x I x X X x x X X X X X X X X
<
<
C k
LEGEND
COMPUTED POINT
R ®3
NEW IRON PIPE GITGH
J., miff-1] I [t'llft.t— 41114.1—l"m EX, IRON PIPE 0
NEW CONC. MON.
1 It 4-1 1 ul 1111 _Ifl _111 t 1_1 til, I
EX. PK NAIL
EX, CONC, MON.
I I Ll I I I I I EX, POWER POLE 0
I EX, GUY POST t
EX. FIRE HYDRANT
EX. VALVE D4
EX, METER
NEW SANITARY SEWER MANHOLE
NEW CLEAN-OUT CO s
I V NEW DROP INLET
NEW INLET PROTECTION
B-7
NEW CATCH BASIN
T — — — — — — — — — — ---- --
—
NEW JUNCTION BOX
HALIFAX COUNTY FIRE MAIN
NEW STORM SEWER MANHOLE
12oW ENFAINEMENNESEREM6=12oW KNENINEWEREMEMENNIMM12oW EMMEMM
mmm NEW BLOW-OFF
NEW FIRE HYDRANT
hL A NEW VALVE
--------------- - - - - -- - I
12o 12oW 12oW
NEW METER
KLAUSNER FIRE MAIN
EX, GAS MAIN
I E
EX. WATER MAJN
sm o
o EX, STORM SEWER LINE
ST
12W 12oW 12oW 121 12oW 12oW 12W -
HALIFAX COUNTY FIRE MAIN
EX SANITARY SEWE
EX, SANITARY SEWER FM
HOG WIRE FENCE
x
CHAIN LINK FENCE x
.... ... ---- . ..... . - ------
-----­--------- -- --- --
TV LINE
EX, CABLE
EX. TELEPHONE LINE
--------- ---- - ------ ---- ----- ..... .. . . ........... ... ....... . ....... ------- ..........
-------- - - - ----- - ------ . .....
EX, 1' CONTOURS
EX. 5� CONTOURS
\--CONCRETE cm
BORE LOCATION D-17
A
BORE LOCATION D-13 0
f
DID 10 DI 103 DI 102
BORE LOCATION D-12
DI 101 i DI 201 DI 202 DI 203 DI 204
DI 205
<
m 42" RCP 36" RCP 36" RCP 36" R7cp"- 30" RCP 30" RCP 30" RCP 24" RCP
DIRT AREA
...........
V A
m
0- 14 4
GRASS AREA
PB-5
C14
y.
.07
D-6
FUTURE .. ... . . ........ 41"
44
o. Syr
aVt
VW I M.
- - — — — — — — — — DI 206 Is
L
— — — — — — — — — — — —
UNDERGROUND MEDIA UNTWWASCHE Mff,iF.N
POWER SUPPLY MEDIUM VOLTAGE -TROMVFRSMCljr,, M:!TEt,- m+
"M
V. POWER SUPPLY LOW VOLTAGE
FU TU RE
F] 1--i rT-_I F-T-1 FT7 F-T-7 F--i i---i F-F--i F-T--1 _F� F-11 F-F I F-F-I i F-T-1 F_T__1 I--- F-I F-T-1 F-F-1 F-71 71 F-I M FT-1 FT-1 T-1 F-1-1 M FT-1 FT-1 Fl
D-241 F-F-1 7 Fl F� FT7- FT-­1 I F F ------ DUCTWORK r. L--j L-L �-4' 4-- -L-� -4=-L4 -L1:4 -L4-�J 1-4-1 —L-�4 -4�� -4-1 44J-± I -W 44
L _�4- A -A-L-i ---I
FUTURE
8OW DRINKING WATER
u
_�F`i -1 -F� -F� P9- 2D7L7-f=i -1 V� L: I
--Ff`+-f�� —7 --Flff F9 - F1 F- --f�� -F-t �1— F`f�- -F7--I- -F� IFI=9- -F-f=l - -f--T7 F=F71— F� -F9 9- -FT=:I- --F�' --F +-i -F-+ - I -F - _j r NO
­ .............. .... -­-­ ---------- --
LL I I I L LJ LJ __J L L LJ Li U U LJ I I LJ L-1-i ill Ill LJLJ Ill Ill L_l_J I I I ill Ill "I LLJ L_LJ LJU LIL1 LJL - - :, LJL1 LJLJ LJL LJLJ LJLJ _jLJ LAU ill Li
DA,
40FM WASTE WATER
z
IRRIGATION
GAS GAS LINE
D-10 T7
DISTRACT HEAT
9
T_
- - ----------
----------- — - ------ � - -­­ — - - _- - __ __ --- — - __ - __ - ­­­ __ I - _:_ I --- � - — - LL — __ - LL­­ --- L-"-
------- -- ------ ---- --
F""
f
FUTURE D+
v.
hL A
D1 208
D-11
FUTURE_
e.. I. I � = � j j j � � i j s",
N
F
U-
<
M
71
DI 10 DI 209 01,211 D1 212 DI 404
D1 110 DI 108 7 DI 106' D( 210
DI Tr
B-6 DI 213
ui
z
DI 244 1 ul
42" RCP 42" RCP 6ol 36' RCP L W RCP 36" RCP L 30*t RCP �_30" RCP D-12. M
42" RCP 3111 RCP 24" RC
<
Y
__uT
e=Fb 4
0-
REVISION DATE BY DATE: April 24, 2013
Io _ ® -® Ap III__- - - - CLIENT CODE: NALCO
CAR
JOB NUMBER: 12108
ss rl L. -MBE-ri 0 FIELD BOOK: XXX
OREEN ENOINEERINO
1. - KLAUSNE U I w
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT 0 25 50 '00 CADFILE: 12108 UT.dwg
I I I ASCII FILE:
UTILITY Pr*LAN
9 NORTH CAROLINA FIRM LICENSE- P-0115 SCALE IN FEET PROJECT LAST MODIFIED: 12-Aug-13
HALIFAX CO. NC SAWMILL
MODIFIED BY: RVM
LE RED 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893
TEL [phone] FAX [phone] OFFICE @ GREENENG.COM SHEET NO.
27 OF 64
ENFIELD TOWNSHIP HALIFAX CO., NORTH CAROLINA UT 5 OF 10 47-017

2
a_
cci
cv
cr
Q)
Q)
c
LLJ
O
LY
LLJ
m
0
LY
O
0-
00
0
CJ
00
0
O
0
ZMEWWAII'm

la
C,
O
O
LLI
O
Cl
z
LLJ
co
0
ry
_0
IL
0
-i
ol
D
I
00
0
CV
O
00
C)
O
47-017

w
rn
0
_0
C
O
CSf
CD
r_
LLI
m
LPJ
0
f
00
CI
0
r
9 Yl=IN-1

2
n
Lr)
CT
O
Lij
L)
_0
DO
0
r)
0
1-1
00
0
0
C41YA

E
T
C
C
C
LL.
r
li
CI
cQ
LLB
CD
0
ry
0
0-
CP
F-
D
I
Do
0
N
00
0
(N
,7-
0
3:
. ...... 47-01 7

2
ul
0
0
75
cn
C:
aV
(V
C
CY)
c
LLI
c
0)
to
0
ry
z
cr
Ld
co
0
ce
0
0
-i
rn
0-
CD
I
00
0
L)
00
0
C)
3:

2
ci
0
N
rn
0
CD
Ld
C
Q)
Ul
O
O
ry
LLI
O
ul
ul
0
-j
CP
tL
00
0
Ll
CJ
00
0
O
C)
T-
CtJ

0
N
C\T
UI
fT
0
0
Ld
C
Ul
0
cr
LLJ
tY
00
0
00
3:
all"YA "Ift

H
W
m
0
of
•
I
rn
CL
Ca
1
Go
0
N
0
d
U
00
0
F1
.✓
0
0
J
Q
1f
42 °' RCP 42" RCP 42" RCP 36" RCP. 36" RCP 36 °` RCP 36" RCP 30" RCP- --" X30" RCP 24" RCP __ D 1 4 r o
'I'll I
11 14---
103.65
` ,_ -
10. 7- Z� _ ' MAT H IN ,- \6 - c
1 "
5 '
143, 43
\ I
__
I
\ '\ I ' ; t r
I 104 i / /' \ I 1 _ . - -_ - __7__ 1 fl4 + +w 11 / 1
a
- - -- - - -- -------------- - - - - -- -- - -- -- - - - - -- - - - --- ________'__1__ - - -- `
- -- - - - --- - - - - -- •- -- -- -- -- - - -- - - - - --
o - -- - -- - - -- -- - - - -- -- - - - - - - - -- -- - - -- - - -- - -- - -- - -- --
f r f; - - -- - -- - -- - -- - - -- - -- -- - - -- -- -- - -- - -- - - -� -- - - - - - -1 - -- r \ d
; I C' i '� ! '� ... ..:... - •........ - . �� / . .... .. ':�„_ �..`` -'�-- ---- -- ----- - - -�-- - --- ,:'•., t4«s_n»x t •�.: - - - - --- - -- ---- -------- - - ---� - -- ---- -- CJ -- --
- [ ^- T
�1 /� ',"� .£., ,,...,: asp \
i \ \, _ __ _/I __ r 3 1 _ \ L I - R
I I / \ - SAWMILL a o /
! I_ I i 1 _ 1 \ I _' B'11- INGAw , >
s I f 1� � : / I -I I / ' "1: i : \. !1 \ I iy ra ' I, 1 \ Lo
J, .. .. .... .. .... /` .. .... t' , . ... ".\ :.\... \ i -. ..I.. .. f - .. : �. \I' \ ,\ sa Ido, ',,�.., a~r�"a I �. .1 r �� . . . . . . I .. .. I b kfr..�„€s •rfk +3,�„3!: bs,; \
« r
CJ s.
I , r
17 ROUND TIM ER.. WI'THOUT�ARK 01.1 V i / 1 I - , 4 ,,--' 06.
1
1:
_ i f - _ I I- i t 65 1 6.65 \, ('
IJ �" 105 \ 105 105 :' : I
1 ,, I \
i a
f I . ..... \ 116 a
i
... I .,.. .... .. .. - t 11
1 1 Q6 ' .. .... i ... .. /'. ... : /I .. ..I....... '/ �..,. ... i �:.. ` '` :. / .. : I \.. I E u, \ i'
I 1... ..... ....I , - ......\. -. , \.. , .. I - / i , ; `.N 1 r'. Ada^s^. co
1 _ a v tt�� L
I i> I I ,! / 1 I FUTURE ...... ..... . .. .... - C` 4
115 / _ _ ( _ . _ - - -i I;t I .1 1 , _ 117 f / I , , / � " ee
1
R
i
• /
1 /
1
I i><
I I p i I' r CONCRETE > ' I J 1 / j i I �' "� «.. ,.- ._.._.... \
I 1 i - i t I // I �1 FU v �.._
\ \ / /
�' / TORE
I 1 I / I cv / 1 / � I v I r y V.% 'V
106.52 ! 1 vy) / I 1 I I �v� ;�+ 11 M' 1 °
1
I
' '�a= , ' ,i'"?r; {," Y ; +4 . `: ,. �,: ;.:. `s xz . k'� ..h:. I .. .ry, . I sl I/ / v ui a i `
I %% I r 1
A,.. _...
.. °s -.. .,a, ,. .., _. .... r , ....
,..., e «...t h r. +.. , «. .: s ... z
,« ,s,
it t. .. .. , ?k�*«S e✓ll?rc. . .. .. r a C .m. �.. ., " t., C... .<xk ., x.. k ,.. ar'. ... «, ,. Vii. t
..��. „. .. 8. �.. k ... :. ,, �:��..- ., r.. �.. Y�. .. ; �.,.. ,.. .. ,. �5. .0 �. .: .. , a' _., u;. -- , .- ,.. ., fit' - ,. �.. .i.,.
r $° �, b.. , x. `"r i'*�. ,+ . , t" f „ , �i 1 , . ..i. .. ... -. x .... t. E .. �L ._. k.. . , , ....P. ... � ;• .:.i « . 1 R
k e�. 3+G - . -..fi'l w5 ,h.fi s..t. ,v 2. T<v.A, f .� 3: r. L° ,.1 W. v.
w.. ... < e. .'� r.. - _. .. Y. �!.fi .... '� ,. ,, _. a.. w «. ... # ,:... 5, r...,+ -.�. 4^ ?...3. .r: �. a.,. < t.. M«fi. r... .n..a 1.. -h
,. ..•. .. .. ,: , .... t. .: x. , .:.,.+ ,,. d �.,. t. r+. e fl. %k. -. .. � e.. „r x i :..... , ... w. '. { .... .t. r, i .,a .' I - ,.
, r" .,. �..� x .... , « iL. x, ... .. ,5.. .5 .. .,, ',..r .. N1 ,. i'. }.i ,., .x. ,.. ar .�'A Y�i.. s. .d ,.. >.'�E 's .. :v. «,
.r. Y .«, t �' ,, - _ - __... ._ ..._ -' -'- -- -" -" - - -'- -:__ _.--, _.� ,.. ,p , .,.t. «.. v x: f . _ ..�,.: 4. Yk ` \ ,.� e< v
kt *{` ` rc''i `S '�\'''i'":.lr�x'is"'k "').�' t;'[", „ u r 14 '�. ,11416.15' �s - - - - -I-- I-..-,-
� 1 / 146.1
�„ r A t I i �t ! / / `J �s v', 146 15
, . , . , , :, , ,. „ . , .. , ., +e ;kf -: :.x �; .F �:,. �. „ , Y , . ;. , , -t ! i ! A. 1 � -, ";�` a...ae. . >~d , � a ,<�y z u 4�, " +,2�: - I
%r ti
:.,� v.3 i i t '�'✓; 1�. ^,r^ / I .' t ' 't of ea , «Eti , i, n F .,g r � , z��t k x
+s7., :.. e tfT. ti.« 's +. -: ?, a1fi `'k. ;* •a ,. a 1 ! : , ti- "a "z... k"8 w. .P ; . ` f°* 'ti,+,rf
f •a*.v;..:,€. _4 V' i S`.'�` '^?£�` U:'ud;j.... / ( 1 ( I r�€;.- ,�.. .�i';d 'fink.. zE F'Y.',T"i^ ,,a". I
f
, <....... , , . , . .. .,. �,.' } , , , l..k t :, " t3s � ..a -.. ak \S .: ., ? . ;c..,...C:, ! , ! j 1 I I i :. I - ... ,;:, ;, ". < og, 1 146.25 ,,<w i xa''rs s 'N .,t:.,ri+$,a ,.€ st::a.: I - ". ',
a � ,_f.5, �; ,..:. ,'arx„ r ! .l 1 y ' , �-.. `, ; I '; A I � \ f��,�'� �31i �;; K� s s�3 ,.:. t„ "^, f ; = 1�,: �, � 1 c," E!�','"'. I
u 1 ?E r t t, 74,17€ k, £ 1 v ! 1'; '.re- ss 4 .. �' +,.4 r n'fi ?>C a,
,
,
s
et ..,u..,, x.., a t.,,at -. ,: '', k 3, ,733•" ,., s.'t ,,:� '# ., .:'. -; ! a I I \ . t A.
s>?� r.0 v .s. ,E. ,.. € v, t., -,.x k,. .r k.,i. , . •.. A "3 ,. x x .. , �. ,zh.. 1;.'k. , / { F .., -
.", 2...... :1 .,.� . as .^: r s � ,:.:: , , +., e - ,.,. k ,, 3,?. :9.,�*.: A» a4 a i I , : ' - t t - 1 - :,2, I
i'
y
a ;, { a� rpr,+„,?..;„ °, € �` a "' S s , ' Y rk >: } ,«` t ,,s 3 ¢ kt\ :. �, 3i �i",`@ r I ! 1 ;,- ` . I 1 �, �
f : !"i''t` `Sid a"', a,'= " ;:? ...+. e:;,,. .. ,.. . 7;.a"' r .. .. *,h ;b lsk+,,,.. < < :.k' } �'k ,,'=a,' "f+,,': r ' J
/ I / 1 17
I
t
i ,
' �r « 14615 ' 1 I I I \ ! I 11 y �.
�'
z�
10s 1.. > 1 11__ . ' I LEGEND
t
:�, 11Z
I'll nix 115 _ I - - 1 - 1 - 1 t}6 I , " I � I y
.
- �: ; . ! I
/ I I i I y
t l ' - - ... A 1! r CONCRETE v I i A COMPUTED POINT
r 1 11(7 / ,' _ _ - I _ .t . y v
,
11 r" 1 {7 _ / / .: - . - . r I ' I *. NEW IRON PIPE
r.t i / / i 1 / (. /: I . %: .. NEW CONC. MON.
;r .1' +ri,r`'` ' / - ...... ... .. :. ; .:. I i :: / .: - / �I :. L ...... i - : , ... ... .. -. -.- -. _a- - -.._ .- :' ..... ... : , < ,`- I
" I / j ... 1 i 1 . 1 / I _ . _ . \ . _ ' L I \ EX. IRON PIPE O
I - : i
L
r .>. ,. I .. /. i -/ ... ..... .. ... .. ..... .. <t E < k c E! E { E E { < 1f , E r. 1 11 - .T
f-
EX PK NAIL
,r 1 ,o / / i I .. a t E ! E E
7,'., s }Sr•\ ,° ;': - .. . . i. . . ' 1 / /, I :I' '-'mot . . .. `: '� 1 E,111111"N "I P- I 1 1 -, \ L 11 EX, CONC. MON.
I NOW O FORMERLY . '' I. , E < E E. { f E s s E
;: \ i - :' MICHAEI °t HEDG P T o ' I el E 1 c- ( E <_ `x` i, E- a E E E I � "«- Y 4 EX. POWER POLE
1 , i , / I /ROUND TIMBER WITHOUT BARK 01,1 - IV .. I i
STARLETTE J HEDGEPE H - .. I { I t EX. LIGHT POLE
r 1 i.. I , r t e E E t I E \ r;. Q � E {: , -1
11 I F F! <
,... ... , ON: 4444974 / _ F' 1I E , E L - < \ C.
r
I - E e E
117 I f _ !: 1 l - I . f'.. - E EX. GUY PAST .11 11 L i D.B. 2336 22 / I L . ! ! -1-- - _ < < E E E { f f < 1 ' e
I 11 . i .. .. ..,.. .. / 1 A. 1 : r - I : � < < �,. E E EX. FIRE HYDRANT
i
r r
. c / : " I t,. E e EX. VALVE 11 1U / / c
.....: .. .. .I .. . i I nr :.. t .. / .` J , - ... ... �..... . ... .. .... .. .: .. : :. d- \� E r - < E E f t r <- ¢ E 8
I f / 1 ' f I E EX. METER
_ I 1 1 e d < E < < < E i
-1' ! .. I b NEW SANITARY SEWER MANHOLE
11 / 1 I 6\ NEW CLEAN -OUT NCO
< <
I ;
i ; .... "/ 1 ,'. i "/ ... '! ,. l -'`. ..... ........ 1 - .. E E { - - i E E {. r- E E I jt. {- E \
. .. y. r i c
1 ! ,� I 1: _ _ I _ r.: _ . _ . _ 1 < E E , e - F NEW DROP INLET
1 . 1 _ _ . I . .. .., ..- - I Y
I 1 1 ,.. I I 1 E ' -,, \` NEW INLET PROTECTION
i . . 1 E 1 ri
. , L _ _ E I E � y E < < ,_ E < NEW CATCH BASIN
i / / i / I I / - 121
r e < t
r
- -- -- _ - - �.____; -�- -- y I L - - - -- __ -- _`r. - -- - - -- _____- ___.__ -- - - -- - __.______ .�_�._ - - - - -- _.._____.. -- __ - < --E F . �. ---'- -------'- -- ---1-- -`--- -- - "1. .- / -- --- I. r \, E- r E , E _ _ E { t E `�� a s i f I / I. , , ? E e E - - - -- - -- j --- -- - -- -- , - -i 4 - - - -- - -- -- - -- NEVd STORM SE1�ER MANHOLE , . I ,< _ .. ,I , 1 NEW BLOW -OFF
1 - DI 116 .... :/_ ...... - - -:«- -- -,:.DI .115 ......... - _....:. DI 114/ .: , 1 /DI 113 / 1 . DI 215 01 216 . DI 21 < I r E 17 104.65 DI .112. ; \ E <- { E I E F f E E
/, 144.24 : s -- 1 224\ \ HYDRANT
r < _ - - 2 E ED 223 14 5
,. �. { / E r d E E t is �; E.: E. E { i .. ( e , - -t--- -- - - -- -- �' - \
E E E f , / e t : f a. ,< < { /E S '*- E E r E r 4 . C \, _ .- i .r . ..... _�,...... . , -
1 _
.. ... -. -
` I NEW VALVE
1
48" RGP p /+ y /+ � - e e F F 1 4.23 , NEW METER
{ E {. < `" 4$� RCP <, E. s" 42 RCP 42 °' RLP - -
{ < E 3 , 42" RCP 42 P I E 12 2 EX. GAS MAIN - -GAS-
f - � <: E F RCP � / _: {, E 42 RC e c- E e 1 , 36 RCP: < 36" RCP, . E E �° { < ,. < ,t
E .. < L e y
E e _194 65 { < F. < < t. 104.34 - ,. I E _ 36 RCP CP E 144.29 E { r \ - - - - -- - - -- w - -- - - - - - --
144,i5 , e < i E E F 30 R 30 RCP EX. WATER MAIN
�: �' , E E` E E t -. i / ( E I4 E k , E f = E- r ✓_ f E f c c E r t �..- `.�' S- EI E 1. E'' E - , '`. � E 1 ,. r \
{ E E E E < E < { f / < r E EX. STORM SEWER IN sz
E 1 F E E r E ! .�/ l 1 /` , !' (' E E , I '. E f E 1 i r E f E E E f r a E E E i'c- E E E c i E { , f E t t L- E E `4 I E ¢ < E „, �t
- E d \ 0 5 E LINE
, � f N
r < t F � F ,r,
n-
E k E
1 / r < E E E I E < / < E �� e e 1 \ ` EX. SANITARY SEWER MAIN
:¢ E e c c t- / / i c/ 1 / :. E f- E E f i `'` P E t L- E E E r a 173 <. E E F E v ¢ \` ' f f . E e SAN
F E E k E L F r - _-
t «y , ( H' E E E a < i 6 E { / ✓ l E. 1 f , i E. < I E E E " E E E E E - E F -- ` f ' { ( < �• \t FM - FM - -- -- - - --
< I EX. SANITARY SEWER
105 r % I l / / `I - I < � < < E < e E E L < < E < \ EX. CABLE TV LINE
��
1 I :.. ,. �- : .. - 4- E E E c E E E. E E E E {rte E
/, p+ryry , l r� 45.1 4 '1,' 4 E E F 4 b {- E C- E , , r c: < < F 4 <- 4 f. d: , {:
OA DING Z+,lNF i /' ,,,- .f {. H ,< E , c- +. { .. I / E E' E E: , I E f- , -5� E {..
d
/ E E EX. TELEPHONE LINE
i
/< E \
t
f
105,0 145.49 I < { / L \
I r' / r � < t <' F' E E E k E I E £, E F E F L F '< � ,1 B \ F E E L -� -- -__ -. -_
4 E E
i / I ,3p -� i 1 EX. 1' CONTOURS -111-
1 ; I :� �, i / / / 1/ /� /'/ i - A // I - I I �Ai EX. 5' CONTOURS 110
.11 I �� i I / f 1 HOG WIRE FENCE
t -
i
- �- 14 4 I
5, 4
- ? z I / / I I I r I CHAIN L FENCE i 139 1
45.44
i
k T 1.45.73 I / i. 1 - I
\ I h - I
I ' I , s- I
„«. I r 1 1 2011 BORE LOCATION
145.76 145.76 , , - 1 f ., E <; : I i
-
1 , ,, 145.85 ( i I J 1 .1 - ,
i ( *, I k- < - F - 1 1-4
/ , < < < ( 5.64 M I
-
106 - i{ e f -
j I 2012 BORE LOCATION
� - f
1. ii; 4. fir_ c. j . t F rJ. -
i h i : 1 i , I , l : ,: ,,. { _ I q t. , r r 1. {. c. J 4.
1 i
_ \ 12 { e
c
I ,, I i F - /. 145.48 -
, / � l._ 3 ' 2012 CPT LOCATION
I I \
i 'q -
1
i
I 1 < E t -_ ._ -..
« i .. 6 _ - -
I - < _
4
,
4
r { - E r -
f t < < ( < r
X X I < <
, - � 5
�', X X X X XI ®�°-- --° X " - - x � < x .I < ;- - - +� 106.48 L - DIRT AREA
109 107 1, X �_ - - - F -� _ � �p2 ^ I
_ F1 l'
I 11Q 111 111 114.. 1Q9 1fl$ 1Q7 110 1Q9 - - - I - - 107
-- - -
112 ' - - - -
- - _
// I f/ I 118 117 116 115 114 113 115
I �/ 1 ( 120 -
1 / v,
119
,' %" � / / ,/ / r I v. v 123 ,- % / / ' ' �"'` ---- -� t ol 11
, / I , I \ r \ - _ / / / GRASS AREA
1 -
I I / \, \ - /
II I ' / \ \ \ \ i '' ' i ' - - f 714 1��.._. -J
iI . k J ' : / 1 \\ - _ - - - - "1 22 - ' - _ - - �' ' - - -- -- - - __" -- --- --
\ 121 - - , ' / -
II r ' / I 11 `, - , - - _ - -- - - -- - i - - - - -- - _ - ` 7j - - •.•.• «•.•.'.••'• %'.................
�/ II I - - _ y _ _ _ 30 ZONE 1 BUFFER 11
I / / / / 1 v 120 - - - -- -119 - _ -
/ I _111_�' __ -- - II l /11 1\ f� \r r I A -- ____ ,-- - - - - -- _ - - - - -- -_ - -- _ 11? _ _ ' _ - ___________­111 11
QO A06
/ I f \ __ . ---- - _ -- - - - - _ _ - 6- - - -- 20' ZONE 2 BUFFER
IA\ i _- --- 114' - - - - -, �� ._.- . - - - z - I r, \ / \ \ -1 I I I/ - __ - - __ - __ - - -, --- - - - - --- __ - - --------- _" -, I \ -° >'z I \ - - - -- ���-11 - -- = -- 1i3 - - ---- -- ' "_-
I\ _ `" \',- -- I \ / --- - -__ -- - / - - - __ --112 - - - -
I \ J - - - - - - - - - - -- ,
\ - I- \` -I1 ,` - -- - - -__ -- --- _._ ---" I -- - - -_- - - -DP -4 / - _ - _ t��
\ - - ' -
• \ - - \ � - ,� - '113 -- - - - -_ - __ - - -- _ _' -" � -' � '' - i "� ,.---� •'` - ' _ __ - -. -.- -- -- __ 1Ci8 -' - __ __
10
- J-' / � -_109 "--�� "' � _ - -- - - iC17-
` -
/ /
1�to `. � J J "
\ \ /-
I % f % - - ---- \ `7
` �` - - 111 '_ - ____ --�' -- - '' - r. -_ f � / - _::::� - - - -_ - _
\. - -- - -- - - - - -- -- - - -... --- - -- - - - - -- -\ '\ 1 \ R ^{ } __ � __ � - \ \_
\ \ i" _ - -- 1 -- - ------------ \ � I I
.
\ \ _,jam_ -_ -_- -
__
\ \ - 1� - - - y. - ,\
-
- - - -- ----- - - - - -- \ \ - / - I/' . / I / z /
ea ®eaaaoomav®��
1 %% I A Y DATE= April 24', 2013
*� CAR �� STORM DRAINAGE 5/30/13 SPH GRAPHIC SCALE CLIENT CODE: NALCO
® • .. � JOB NUMBER: 12108 1. PLANNING, FIELD BOOK: XXX
L
0 25 50 100 CADFILE: 12108- GP.dwg
594 CAROLINA FIRM LICENSE: Imo- 11 ASCII FILE:
�__" m
SCALE IN FEET
�� AST MODIFIED: 12 -Aug -13 HALIFAX ® �h` ®° Lm �I�� EAST, P.O. WILSON,
-�� g• •® { ) 237 -5365 FAX (2 52) - I EE .
®��® MODIFIED BY: RVM
� �s t� aaaaaa`� ENFIELD TOWNSHIP
a, I SHE o. 37 OF 64

W)
0
rr
CaJ
C'4
U)
D
cr
O
cn
C
C
LLJ
M
LLI
m
0
ry
O
CL
DO
U
1-1
00
0
Ci
M�

e
IX
r
ct
r�
c
r
-.
c
i
K
z
S
S
S
S
i
S
S
(
•S
S
L
I
C
C
C
F
C
l
C
C
C

2
I
Q)
Lli
0
Ll
ry
W
m
0
ry
(D
C)
00
0
U
r

00
Cn
c
R.
CY)
ca
C)
O
00
0
0
C)
S
1-1

in
Ci
Cn
O
O
C
N
a)
C
m
C
LL)
C
CD
O
ry
:E
F-
ry
LLJ
co
0
O
n
0
-i
DO
0
r)
C)
1-1
00
0
0
r
Q
47-017

00
co
CV
rn
0
cn
as
c
Ld
C
4)
eu
0
ty
Ld
CID
0
O
V)
0
_j
a-
0
I
.0
C)
00
0
U
CA
141-
2
4
0 G
8866111t
OREEN ENOINEERINO
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT
NORTH CAROLINA FIRM LICENSE: P-0115
303 GOL Iii SBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893
TEL [phone] FAX [phone] OFFICE @ GREENENG.COM
Ell
v
A tc I Cc Q10
Dtheo 2E Wu I I
oil
TIME C(
01.13
-3 66 66 44 5
3,8 262 1.16
4.5 328 1.20 1 100.
7.75 6.56 0.8 97.35
5.3
30 Illr& 1-� 4, 6.51 0.8 31.2 %
6.44
5 0.31 i 8.27 1 1 .v 1 •6.51 96.0 1
8.55 6.38 0.8 40.8
29 0.40%
6.6 107 1 0.27 1 96.20 1 94.777_
112 1 0.28 94.77 94.33
MINI
6.6 94 0.24 94.33 93 95
120
43858 1 1.01 13.00 5 03 42 42 6.6
43741 1.00 14 , 00 1 1 67.9 0.40%
1 43235 14.99
45834 1.05 16.04
16.85
35557
58522
19.28 5 0.25 11.5� 1 89.8 0.40% 48 48 7.2
Am,
1 90.7
0.32 81Z I C 7 139 032
20*27 5 U. W 0 48 48 .2
------ - ---------- - ------ ".., __ . .........
40% 49 54 7.8 1 98 0.21 90.2 9
0.40%
0.8 112.1
21 62 141 0.38 99.30
131#214
0.44 99.30 •98 75 103. 00
0.4 5.00 110
y /.
7.22 18 4 - 2
32 1 532 1 7.14 5.1 98 0.32 1 98.75 1 _98.26
5,9 79 0.22
29 30
7.00 30
31.1 1 50% 31
0.23 6.08 6.94
DM*10 DM*09 43563 �431!= 0.8 41.6 0.50%,
7 43563
0.2 6.79 1 6.77 .1' 0.8 51.7 0.50% 1 37 1 36 67 0.24 1 95.92 95.44 1 103.00
39 42 7.4 0.22 1 95.44 .95 103.00
0. 7.01 6.72 0.8 56.7 0.50%
. .........
0.50% 1 40 42 7.4 0.22 94.95 94.46 103,00
0.21 7.44 6.62 66.5 0.50% 1
9
1.00 1 42 9400
I— ­­ . . ....... .
M ML*-xj
7.�
5 0.50% 43 7.4
. ........ .
2
15.55 0.17 8.05 1 619 0.8 1 8 . 44 48 8.1 0.17 93.03 9 .62_ 103.00
........... .. .
95 1 010 1 92.62 92.15 103.00
bi#313 1 15 16.55 �1 5 0.20 8.25 1 l 0.8 8 .3 1 45 1 48 8.1 1
6.41 46 0.19
16 17.55 5 0.19 8.44 8.1 94
0.20 8.64 6.37
131#310 1 1.00 5 023
1.00 NJ 1.00 5 0.12
43575 1.00 2.00 14 1 18 1 00 0.14 1 94.4 0 a 03.UU
3 103.00
FE,9#225 19 54 0.65 M
&
-- ------ -------
DI#202 4 43526 6. 5 1 6.9 0.8 22.3 1 0.45% 30 5.6
.. . ...... .. ....
jr.
- ;rAoj
27.6 .45%
38 6.80 0.8 32.7
D119101 43563
DI#102 6.96 6.73 0.8 37.8 0.45
DI#103 1 435( �F,1111111 7.25 6.67 1111 ME Py �. �1;
7.0 0.25 95.16
1.00 9.02 5 0.25 42 104
-.1-111ol '­ L
1 12
94.69 94.27 103.00
10 43563 38 1 42 7.0 92 i u.zz
- ---------
a 11 257 4 39 i 42 1 7.0 74 i 0.18 1 94.27 93.94 103.00
4
40 1 42 0.22 1 93.94
42 1 7.0
ion
42 0.28 1 93.02 F"' 42AS� Wito
92.0
103,00
DI#302 D 0 1
27010 1 0.8 74.6 0.45%
too 1 1 a 1 1 0.8 5.8 4.00%
pf� 'I
IF­ DW402 DI#4031 2- 1 11-4
14
3 4,34-78 1.00 0.46 5.79 I.uz 0.8 1 168 i U.41 -/o 25 30 3
MUM 6 it-- 6 3­ 1 180
08 30.6 31 3
UW4Ub
131#406 0.8 0.64% 30 1 36 7.6 140 031 98 * 40
DI#407
36 5.9 101 0.28 97.50
0.28 7.06 6.71 0.8 33.8 0.40% 33
1 i_72 a f s -.0-0--
43295 1 0.99 0,50% 21 5.1 60 0.20 100.20
056 2.5 5 5
A
AIA 1 A
... r5
N A
ilD 17 9 43490
48 1 .0 ).50 1 95.30 �i 94
- - ------ - 150 i 103.00
74.9 J 0.38% 45
108 ---------- -- 4
7.84 6.53 08
775070-1
.97 0.97 5.00
0* 1 0.54 1 1.
wal 5.6 0.41 % 17 18 3.8 1 122
of 5.50 709 0.8
169
30
DW421 DW422 4
6.74
131#422 DI#423 5
DW423 3556 1.00
-----------
n 63 96.80 9
0.8 37.7
MIN
CLIENT CODE: HALLO
JOB NUMBER: 12108
FIELD BOOK: XXX
CADFILE: 12108-GP.dwg
ASCII FILE:
LAST MODIFIED: 9-Aug-13
MODIFIED BY: RVM
SHEET NO. 44oF 64

. . , A I- . -- -_ - I - - - - - --- --- I Co ,,, '' �� � -_ - N I . . .. . " * I I\ -
— , "I I I I / I - ,A� j , I-- - - _____ � �,, " . - I - - \,---:;`- -,---- --- _­ 1�1 11 I" _,�_ _��
/ I '­....- . -- - - ,�7 _Z�_��_�_ — '/ " 11 / I _:��, - -_ —_ -_ , , % \
___w_ I I ��p "__"_'�7'\, I ____ , — — I I - 11 , � / I, I I __ - � - 1> ��_, - - -1 . -- I I � . . ,�%
" - _ _ __,,�- I � __._ - - ,� , ` - - __ � / / / \ ", & -, -,,' , . ., . \
- , 1, � — 1� . / - - — — _j — � --- — , I � C'�, �� � �__ : , —_ -- -- . . . .1 . a �. , " .�
"I * I - " / , - �, 93 , .- , - I - � — I __1 - , , - " - __ — . ,
c',1 11 2 . 9" - �- �r --_� - ,
�� - - ,
I I / . _,_1;` - , . / . I \1 - - - -_ 1 -94 -_ - - �' 11 I �, - / / - 1, '-, " " . . . -
I / / __ - / � \ - - - - __ - - 11 " I 1, ", -._ 702 -_ ,1 , " , �, %, - .. .,.* - , * " . \
11 ". - .- __ _� ,� I � , \ -, x , - . " 71�- .. 1. *
/ - , - - - - - - - � . """, , A, I ,�,, - - -, � ­,-�,� - , . - . , � . I . .
I ,- - / I I � - - - - - - - - � 9s - __ __ - ,_ .. / - - __ , I " ,�., I �, - / - , -_ . � .,. . ­., . . . . . . I
- - - _ __ -, __ 9 7 - __ - - __ - -1 . " I ,1 , . '.. � � . . \.. I
, \
/ , , "_ _� 4 11 / I ", � K�� __ - - __ , '\ / " ,� � / " ­1� � \ -, , �, I", , N . ,
-_ , ,
I I . , . . , . . "
1, � -P / -_ - - - - . . � .
i I 0) I " i 0 ,�, C, ­ l -----_ __ ­ pa - -- - - -- _: V " � - � .\. ,% � , \
__ _7� 99 - - - - ,� , 1 , , I , , . . , I -
cl� , � m " - \ - -- - 1, 1 - ", I ,
I L� � 'I - - - - - - -- - -- ", ,.� -,. -, � ,/ �, , ", , ,� \ \ � . .... . . . \ I
I / !" /, 0 1 � � �___ - "'01 - - - __ - �� , - 1� , - I" - \ v - . 11 - , I , �\ " :'.'�\., , - l
,
, ,
, , ,
I " �1' , ." . , , \ ,
I � - I � I I I /' ___ , , � - - - - 1;:�� ". / / / , I I " - , / / \ � / . ,, - - 11 I \ I " .. . .? I .
� / " \ ,� ,- -, ,--),Jl * - - - ,() - - '_� -) I I ,/ , � I \ I ,\ - I 1, \ I _;,�.% .
I I I I / " ,- I / ( I 1i 1, I \ \ .
/ \ I �, 0 I/ . - - - 103) - -- /_ / - - - - - - "� - , -_ -_ � / ,f / / / I/ `, I I � , I - Y.x: � I �
I I / I \ I �1. I I,/ I / - Q-��, 62 " I" � _/ �_ . , 11,\ \ - . I i
I I . � I I- i - -11 � I � 1\ .1 1, . . - - -
.11
� i i " \ III I I 11 I I , ` / 1� 11 z � ,,i,"_�, I / �� - 105 - ," - - 103 __ _. , 11 -, , __ - I / " /I 11 / - -1, 1, I - 1:11\ . , . �,.� - - - . I �
,,� , 0, ,'� ,/ ----_ - ,_ � , , I , I / � i, ,\ if . '.
\ I I \ \ I / /' -_ -_ I -- -_ //11, - " - - ,_ - --- - � I - -_ -_ / 0 ") \4 . � - -. -_.�.-�. - / /
\ \ \ � 1, \ I � 1� I ! / i - ,�� � , __ __ - - __ - - - - / - - __ - ___161 A, / �, - - ___ , - -, __ - - -----_, ' 104 -__ - I -1 " � _� - ___ � �1' / / / I � , - �� �� - - ) � / / / - ,�� � 1, . -
, ,\, " N \ � �, I I r Qi) / / / D 11�) � �/ � - -_ I c � /
/ , I , �__ I "I -
�
\1 (_ �,:; � __ - - - - - __ 1\ - - / / - I , V'��', �1 . .. - -
: i / , , - I -1 - , / ( , __1. Ofs \
".1 I i " / I I I .� ­ I I/ 1� . \ � 1�� ,� ,/ I/ I -1 5F. )� -, - - � \1
,; : ,�, / - - - ,
I" \ � � I f / ! / �, - - - - " , � �, -- , ,� ", ­� ��, ,�,� / / -_ , , - 11 /I \ � � _" - ,qg, �
I j I I I I f s I , - 66 , , ,� 1� '� _� / -- -_ � , , ­:, - . 6,9 --, \ \
\ \, I I / � " ,,,� - -- -, - -- - __ - - - - i, �., \ 11 1\ 1, / / - - �_ / -_ -_ -_ __. . ,__!� � � - I
. \ I � I I I / / , � , -1 �, 106 - � � _� / / - - � I � \ , !.�'- " - 0 1 \
11. -_ , I - \ -_ --\ - - 1\ ,,� ,� , -_ z - -, 1, � , . - 1� -1 .0 '-- �\
\, I / / / -- . -- -- - , I - . _ 0� _�- �__ -
" I 1, - " I f / , ". " /, lc�l �, '�, _ / , - '91 , -, - !�_
I", 't � I I / ,_ - __ ) � - ":-. . - - I , -
\ \ "', 1, / Cp / � 1 1 ./ \ I , - /\ \ \ 1� __ ,:__ , ___ ___ f: 105, _/ I / , / , -�_ . - . . � ir", .. -_:-� - ,, - �
- . ­ I -
, / / � I � , , \/ - __ / \ - '0, 1, __ - __.,5::� �� I / . Tt--,
\ ­. / -_ / \ -_ , � " , __/ / _j I ./: �#. '. 0-, - if� -,:- - , -
\. I , - � - - - . � . . I I . pa '_ , ., - ,
- . . - -
. . . ,_� -
k - . qqw9qFm-m � \.i.........2 _�_ I / 11 / , 11, � � - - \1 -_ -_ '105, �� -_ ;�� "/ I . .. I . . . , - q -- , �- -_ --:
,� _,� ', ,_ / r / / I i , ___"_� , �, I/ - \ __ - __ �_ �_ �_ / __ " I . � �
,
�,__ - � I , I
.vb I - - ____j I - / I �') 11 / \ / - -_ � " � ,.�`_i . , ,
6, ( , I 11 11 11 .. i
I , , - ­�,,j ". i, , "', : 4, - � Iii � i I , I
, � � � A i, ,I ,I 77, , � ,� -t ( , " A, � t ` " � ", i - � ,,,, ;' � A , � j � I , � I at, 14 1
, , , �. -
,
7 � " 4. A � _,,,­�, 4-V ( '+ P� " -f- �, �-t I ,( 4,_�­ " .1 ,A � 4' I �� �' i 4 , , I I I 1i � I I I I I
I � ))) IN-I..? - , , ,� I .. �( , , ,� - � -
� � I � i. - A ", ., . , I
-1 __ �1. �t, t., f, � *�Af 4, f t .4, , 9 I -;:-f g� �. " f d ,.� 'W � k - 4 � , i., �. � � ,.A 4 (� � i il � � 4 . " � �, � /,- 1. � ��� . - . I I ___ ____ i ( � � - l I t, , � , , , � I i , I , l r . . . � , , , , -_
100 - __ __ __ - - , - - - - , � , I , I I , , � ; , 1, 4 i - , . , \ I , , ,'' i2v( l!", ­�Al � ,,* I , "" -_ , . .
I I �, � , I ., I �,
"I ­11 I __1 1, ,,,, - ,- -, - -_ - ____ R-3 I I I - - I ... I . .
"I _. - - - - /` - - 1 \ I - " I ", .
-, I I - - �_ - Z� - � -1 I ,,, -1 � � , , I \ ,, - - - - � / __ - I . I � � "I i I I I . I A . 11 - I _- �- � , , �1' 11 .. I .. ,
- -, � " \, \1 ; � � - - I - * * - *
- 7z��� . ill - '\ � I i ( I * ,
�_ - - '. '_ L I -Z�- -f-4-- 4- 1 it - -, � �,,' \ ��', I \,\ \1\ 1'� � I I 11 , \ I I I I I I I __ _f�: . I / �+`� I �, � L "' 1, � " / I , .,- - - - - * -, - ' I - , \.,..,.
'i � / / � I'll'' � :Zl' I I � I- v- 4 -
,
- I 5 - A , I "
-_ - - , I I \\ I \ 1, , i : , ,, � , . _! .
- 11 1. . ..
. .. . . ,
. .
�, I , " - �, " ,- - -_ . . . ,
�
, .
\ I / , �, � I A � 11 0 ., .. . . * ,
. , I" 1�1__ 1� 11�_ , , 1, l ,,, ,/ .�� , -,
� - �:It I- 11� ,
.
- - -. ,� :-� I 1� -1, __ t- - T I �\�" f I I I / I / I "I I ,_ � I 1,__� I -1 I , I - -I I I I 1i \ iii,� J , \1 I ,\, I ,/ I I I, I I I "' 1. I I , \ I - � 'i, I I I I I I . -4 I' [ � I I I I, : � : 1 , vj " [ ` , , : ."T , ,4-�- , 1 4 11 '. -_ 93 .�,O,, - x - *
, ,-\ , ,, \ '� - --- I \ � X, I , , , " I I � A I I -, � I �, I . . � . .. . I . . .
- - --- --, I- - I I "I 11 .. I i c I I �, \ � ,� 1, k \ \ I I \ \ I \� 1, \ - - -, " : � �[ * I I I I /'i , I " - I � I I I , I -_ I . . . . . �
_1 I' 1i ,-----/I 1,11 1rr_H____:___1 I � - ,_ I I I J I I I r - - 105 b � � . , \, \ \ . . .
- 7� _� - - - - - ­� - - - - - , - -_ - - - .. I - .
- L I I �_ I , , -_ , - - , - , \ � � - - , .
I - �', , . , � , , � , , ., . � - , ,
� "� I " 4 , , �1, ,-,-,--, �__, I A __ __ � � I \_t, - - __ I , , , �, - / 1. I" .
\ - - - - - - - - - - - - -
� , , , , � � � � - _� , I � 7_/1 , , � � ), � I , I I , - , -'-T , / � I , , ' , - - , , , 1 4 � - � ik , � - � � ,, �_ - I- 1�1 , ,_ 11 I I I , 19 � - . . , -
, � , ,_� . � I I , ,-- , , � \ , i , , , , , 1�)� I � I � . � , /I I � I I , Z, . - -1 I I � , \� , �\ \ 4 i ,\\\ i I � � I I , I . - ) , i , r., " " 6 1, . .. . . .� '. . '..
-
4 �', I , , z � , � I I I I -_ � � It ____ _ , , , � I .. N \ � , , " � ., '. � - - - , - 11 - 11 Z, ,� 105 10 t � / / 1, � " -- 9? � 1 "\ -_ \ , , , �, -_ 97, '..,-.,�
I I � ", � I , , 4'' , , � � I . �� � ii� : , z ,\ E - - � , � , , �/ ­i­ , , , , \, � . ,,,�I, " , , , , , , � , � , I w � - k ii� I- , I,,\. � , , � \, , I � 1� i . z. : , I � - - \ �,
, 1 17: �\ \ — , \ 4 1� I I I i . , ,i I I I I `/� � I I � , , , 1, , � � � , , c I l � . \), � v z � I I I I � � t I / 'C�l � \ ,/
� I I I I �_� , 4 � � � � � � I = , - , � I �, __�__ I'll I ''I ., — \ � I \
, — � � �-- I — �,:z — — — � � � _\—� � -�+ , — I I � 0 .
I �__,_ , i, ��I., �� i , , �, ,,,, . ... . .. . , � , ,,, - � , - , 7t 11 � ,
,/� . I - . , ,_ - -1 I -./- -I I I - � - � ,, � -,,�__�� ­7 - � —7— - - - - !I ­ 110, I
- . , - -::: - - k I I - - t I � 10 - , ,
��� 0: ", , \"�_ ,� z �:il - 4 �::� ��
­1 . � , I I I I �_ , , " , I 11 I \_ .� -- - � - -_ - , � 1, \ ) '\\, 1 115 / S�9 1 \ 1-1
I , ­ � , � 'IL T I � . - �,, I I . .�\- , , , i , , , , ,,, - .� , , � 4 � , , -1 . r I I D W_� �,
. , , e � I , � 4 �� �z \ ."� - -- � I � , i"'l/. , , i/� � x i� � , � , , � � , - i 1, _; i � I � 1, � - I i � �, - " , � \ I . i �. I , . � � , � � 0 1 1 � 0 120' , - / I I 'I- - , __ I- - l I.,, I \ \ � "'i 1�� \
, \1�w , �
- , 11 I ,_1 , , � -, , , �' 1, i�� , , , � , , i � \ � , , , , , , 1 120' , (0 I . . � \ \
� . ,� � i 4 � ,� , , , , s , r _* � I � , , � / ,-- - I I A 1�� ; , i,\1 . ,� � , I - )� -
,\1 1 14 , ";, 4, , '""'o - , � 1,4, _,_A�__�_ � _/_ � __ 4 1 7 : I: j 1: _iC, , , � \ I ,v '', 4, �'. i. � �:,.�
\ -, I 7 � � . .1 I � 11 � P , I iiig Y I /11 � / ­_ -_ --- - \ \ �',
, , � l � - , I i I � I I � 1\ \ ,
l ., , - I - __ _� . � � , 1 4 , , i 4 � , I , , ; I - , , - � �, , �, . � + I I I / � � I , I A I �) r ' I ' 4 c ' � I - _ , ) '\ �\� � \ , �, I \ 0 1 1 __� I \
/ , , � �? , , , , I/ � I , Y, n , I I , I a 1, I , I , , � , , , � zo - - ,
. � .. I- � I I I � � I I � I I ," � - A , � I I I , I 1, I , � _ 11 I � - � I � ,,, , -, 1 I I A - . , , I 1
,7- , � � 1, � I ,i I I � I I ", s � 'L i , I!, I " " , ,
, , � , . , � 1 1 - -- '10" 1,1111, 0 1� - ", �
� I � � I . -1 I , � I � � I I � , � r , z , , -_ t , , - A � . , � , : � � 'i I -) .1 - I , , ,
, I � , I , � , - - I I I : � 4 , ;, �_,, , , 4 1 1 , " � , I I , I I/ ", i - L , , � � ,i�3'- - - - N ./ 1 , , 1 I 1\
� � , , � - , , � , � \ \ , . A, , ; , , -/� 2 , , " , , � -- � -, \ 1\ .
I �', - - - I � � i I I , I � � -, , , � 11 , - , , � � , . . t , � , - � I I I � " I \ � \ I I ) I I L",
,
� 4Z , v , , , � , � , I . � , , � � , - f � , X � , z , i � , ,� " , -, i - � , - 4 � I - t 1, 1\ . � , � \ ; � ; I I � I , /
, . � , � I . I /� , I , - , A i` , i, , , , '. 4 i__ ; I I I I ; � I �, I ,
. - , I � j I t - � - � I k
� N� I I i I , ; :1 '� , , \ � / z , , - - , ,
- , I 0 - I I , I . -_ 11,
- . � 1, i , , z , ,\ � I , , I , ? I -
�� ,\
: , , , , , _,� I � �, ,\ - � , � � , , � , 4 . , - , 1 ?14 11`�� \ \ I
, , - , , 1 � , � . , , , - , �1, , , , . , l � � � � � � % \. � � , - i" " ARGE AREA I --- --- - ­­---­­-­­- ____� �­ . / I A 11 A � � 01 . 1 92 -
Y - "w - , , I , , 1, , - I /� I , � . . . . / , , , - I � �, ,/ � � , � - , � f I I - � ,` � �� Z' , I " - - \ - I � I � � (_,:� � � �.
I 1 4 � I , I I ­\ \ � � a I � I
, I �i` , I , \ `� \
,i,l
� X: -1 4 .;�,, 1'1'1,�,z I I � � 11 � , , - � , 4 � � /: �: �,r, , ''' , , 16", " " -, -"4' I'- � , , , - - - 9 � I I I "'?""', I --------------------------------SURCH ,', - 1\
i
� , , , ­­ I - . . � 1 , -
� 11
I � . I - i � a , _1 � I i I � , � . I I — A �� � \� I
I ,/'I 4; 1 , I "�/ L; I I i "i I 1 4 ' - ' � I � I , , , - � , . . . - ill I ci ( � I , , I l � I ,
4 1 1 __ I -7 -- 7­'-,, ......... (jq) , , , � , 7- z I " I � L I 1 4 1 1 4 _� � I I r
_�`// l �_ . , , , � , , �1, , - -I. � , .L , ,!��,-7 , i � , , � , , , / � - / , " 4 , / , , . 1 1 , , I A � , , \ � - - V-1, I 4 - -- " � 'I, � \ W-!-73- - -
� ,� � - A 1/' I I I 1 41 1 . I , , � - 0 _1� A A __ -1.
'. . - � � , , � \� �
-� , � [ 1, i , I - -- I I f , /� I I 1, � � , , , � I - l I I I I I � , - I � I I I I
� , �, - " � � , , '--' --' , , - 4 � , I , , . / I I 1`1111
�),,. , , [�, , . , t . \ , , - , � , I I 4 . - CN T1 so � 56 _____j � .
I
� ,,", k A �1� I '' I / � , , l � � � I J, � N\l � I � D , � �
— � _L I
� , � � *�!, �t, � I � �,, / I I - _� I I - � I - I - I I �' �, � � I , - , , , , - ", �`,_, (z D-2 , W, I ,, N, ,� t N I A l , � \ \ \ \, ,� "
,: - I � I � I � . , , , , � 4 1 k I , , , - , , ' 0. , � -1 , - I � �) 'i , ,;:
, � " 4 , , . i i/ ,­�, , i , , - 4 ; , "I" , '! , I \
/ � 114 . I I � I � I I � i I I I i I 1, I . I ,�,/ I 11 k _/ . I I I � �/p , , , /'�� , 'r I , , , _'1_­ � , I i. I , p . i I � � � I � I I 11 I , 4 , 4 . , 11 . � i,,,,,i,:, f,,_�­­�� - 1-1 I 0 � ,\, L I �, \ - , -F - - ,
, / I , � '" � i � � , , i ',�� 14�
A � "" I , , � , , , , - � , �114 '1� , 11
- - ,
I , _�_ __1 : ',-t � '' `z� I , , I I - , , I I , 11 i I '1�
+
� I - I— . �� , I/ ,/ � , / , , / i.-, `�� : : , , - -_ � /01 � .,
I , � . . . . . . . "
- I 1,� � , � 1". 1� �
I , . � / � 4 1 . I I -, z � , � , I � � f 4 / I I I I . I I f 1� I ; �4 ; 1 4 1 i , I . , � \1 \ 4 1 � � I � m I �, - 120 1 1 A ,\, � I I t5 ) , IQ 1p - ,
�;o � � , I - . - ]_ � , � , - - , ,- - \ \ j \ I ) � �r _,O­_�bift �� ,
, � I , , , / � * - , _ �, 1 7 \
, t I , l " I � . /� , � : . I I. � -, : �� : \,\,: � \ I \ ,
� , I I - � � � . � - - I 1� � , I , -,, - " \ I , ",
- - I t � � ' ' W - - _,,,�g� ,,,
I/ I , L _�', Z , m � I !]. I , ,-1--,_G�, I I __ ­� ( 0 , P, � I i). I , I ,/ I , , / �4,,�[],�,;,,'�'� �,o, ,, , , , 105 _. 0, l ( "P , , , , ,�, .,,,I,b� , � ; , ,
-
" I - I . I , I -1 "`\�� - / , , � / 'i ,,, � , , , , \ , . , --- � I I ,. , . 't I " / oi� � I \ \ I . � I � I I / /
, � , , I , _ I , , - , , I- - - � - , � � a , " , , , , '' " , i. _ / - I 1 4 1 , i I I I I - . � 'L 'I'll, "I "I "I'll" � I _. , , , "i " I, 111,1 �1� 1�_ , \ �__ I , �,
,
/I , , , �\� '­��, m, /' � � 1'� I � , � 11 *
_ I , ,' I 1. � I I I - �� l "'I"V5 I "I , \ � 1\
, �, , ,� [ � I I I I I/ I., "I I I I I -, I \ / 7 " � ,Q I - � I � /
I/, I 1� I I , I / / ,� s I I I - ___ I / �&)' 91"' � , I'll I � � �.V'111 �' 1: I . -1 " \ , , \ , I A I 1\ I I /* ; I \ \ 1,
� � / � I I A A I I I / � / , / - __ i I I i I � P, gg, 11 , �� \ \ � 'IT , 1� �, " 1� N\1
0
, � I - , I.- i0 I � I I I C, 1, , I
l / ,. I - � RiVA�� , I, I I
,� //, , I - Lo $' ,,� \ I � I I ,
I I /, / � g��, 4.1 11
,
, � , - J I , , v � - � I \ -, I I I \ � A
I 104 1 � I � I - / Li � \ - , f", g I � I , �
_\ - - - I /I 11 � I IN � l
I , I �
11 - ` "I 17 1 - , _; � , I /\ , I - ,, I � 01 � I I 1 96 - -- -_ _ -- -
T - I \� , 11 I 'PB-5 ' � �)"' A A � - I ____ � ", � ," i, \ \ � ,\ I
i � I A / � R /i I \ �� ,,�, � -
11, --, , , 11 I _d)Z1 � I - - � I � , A P�Aflwm§`, � I 151 \ I � � , /
� I I � , "- \ � ( I Y � , - __ '_ -7 1 1 1 1 1 , " " , \ � � i , I � , '\ __
, ,
I
� � ,
� I � A I I 7, , , i `// - r , , ,_ -1 I , Z� 1101\ / 'I 1 ;kg, , , I ll ,� \ I � � / \,
I i I , , / I I I / A I/ T I I A "IV, UAI , - ,_ �,�T t"i R I I , � � I
� %
,
� "
� � / I , ,� I ,,_,U",pr� ,_ y , i I ,
I I I �__, - / .
" y I I
� ".1, ) \ \ , -, -
I '', - � \
I �, , , \ / / _` - 1� i / / � D - ,611 v 0 -A-M-1,01 '111m, , I I � � I, . , I / \ ,� "
I- - - 11 I A
"
� A , \ I A I � I A I I \� � , /I / �r , � / i / I � I 'O I I I" t 1, � A I \1, �.. I I I - I -- - - , ,�g&,'�A� , ) \ " / � I I� I I � � I \� / - \ �� I
. I/ I � , z , ,.� - __ --- - � � , I I ­ ­ I V 11 1\ � \ t . '_
m � l , - � / ,
AD I ,,, � l I , � � P - - I i/ , z i 1-1 1�\ I '.1 � - 1�1 � � I "', / � , �1 � � /I - - -_
\ - I ll I / I / I �, I I I I I /l , I , - , - \ �- , \ \ �� , - � 110, I .
- � I " , __r , -1 I / / / � " ­ p I I i " �_ , I � I 11 I - k , ","W", N "I �� 11 I . �1­ ..... � --- ­­_­ .......... ..... � .......... - . I . � . � I � I , \,\ �, �x .
i__ I \ � I � , il �, - I � / I , --A - t /� � - A, I -- - _;�11 I � , - - - � C14 ,
4 - I - \� I\ ", �\ \ \ , A-- - , ! - - ; - - - �. � I
- �, ,� ­ � I
A - - - �1 ___1 � - - - - , \� I �_ : - c) " I/
. . I , I I I Ll_�, - _Z' . � /�/, . — I ;;� 1,71p., ... c_ � 0i, I I o 115 i � J` - v � �
� I I'll, i \ I I -
- I : 0 ; � I 1 7- \ \ - q5 \
1 �­____­D-25 _w ) � --I- I I 11 I \ -, A \ �, " � : - ; ) 11 I " I � , �
I f\ , I I i I I , A � i �, \ ( I A \ A - -I � - . A � I - - � Z �' \ / -_
"I - �, , k'' ; 0 \ \\ -
, , , ,',,IT . I I , / 1`� I " 1, -,
/ I I , " " \ 1-1 I � 11 - - I', " - \
I I I ­\�__ - ,,d�') ,---, � _� � � I , I - �1­111�1_11,11 , " "fe, ! \ I - __ -1
,
- I ; l/ L I / , � \ "I � �i 11111,� .A1 : I I 11 I
I , , I ./ � t/ I' � iJ l , - ) \ \ �,, \ - )
I , I
, I
I � I , / � 11st, I - -_ CF) ­ �1, 5 \ _�,
/ � A I A - < I , " " , .", I A I I \ �� I � I f ,� I . � �, ! \, i I A \ , i
11 I ' _L� - I "I I- - �_\ I - 0 "1111 -1- 0 .. - _�11 I I I 1 \� /-,
I
, 11 1� " I - ; � , /
- -
I I � � i A � A __ 771 , � - - - - O'� , /, � 61 � 1 I � ', \ ", � � - - - T�l - - 11 "'I'll" I M �__ _ - i �11 � I � A
_/ � I , � - I I , , i I', - A � A I - MM "10 il -A - I
,�, - _�\ , ,_ I , , �� � "I, , � 10 � I
L \\ 13 4 (
, I ! - -, - � I I I / I .1, I " � A � � \ " 1\ " � �� ,� � � � "I" I \ I ---
1- __ __'__ -1 I � , � I -,- , ��_ i� I I Nw�l 1�4 -W , : i I I I I I , I J ,.- I
I " \_ / , , � , ", � �, �1 ,, � ; \ I i, \ I / -_ - - -_ -
/ I ( I \ M
R
i�,, " _1 '' � I/ I I -- -- , � , ql� - i__ 11 -1 ____ -
I � / , - � , I .", I ,� I I /' � "I _2 1�111 11',­. ­­­ A 1\ - -.4- i­- 1, :z I __ ­
- - E
� I 1 717,_1 �� , I , I iii � I I i " ri , , ,
I � I I / I � � I - _' �_ - _2�_ __ �, ­_1 "j, ,­,- " , ) - I \
­i I
\�,) � p-, , ,
I , , ..... . . 1­­. b .. ..... j -
I -1 , I L , @1 D - i4' 1 l � ," 4,� �,j rm -
. I LOU ­�6��Iiil , g, n , , I \
, " I I Z� ul al, 7,6 /zo 2m _m _m I � H 31 _w In m_ 11 t " , I � "I - - -- --- ,- 1\
, I
, , " , , I I � C�� , . I r- -, " __Oj_Z,Z_Z 1m, , , , - 1 a rm , � I lici , I, , I, ,\"I . i � i
I , I I ir " , , _� 1_T1_L1­_1 - ­7 - - - -� -=Opat"OT tr Ir n'L�T 'm -m _111 111 I to m Erit I I - to - _r . ,-,-'�"�, ., g�g,g�g','�,,�, """ ____ - � I � I I , � \,I -;t \ I \ / ­ __ \. __
11
I I 1 , I 'r, , .� i 1�11 I � I I I � / I / I I /, I I � ,�, '\� �, , �, , - - -< L­ 1, 19_,_-,�'i ,1_1 I� I I � � I I , I - , I - - - - _ __
-11 A r, /I / ­ -1 - � I "I'le, mlil', -11, \ \ / -- - __ \
1 i "' I __ , _,� I I I I I � ,\ I il v A I "'. I ,-- � I I �, 02N-6 , ­-, � I � i_L __� - � - \ �
- - �04M'1'111'1'0
, /�_ � A "" 1�1 - -f-- ___ __ I � I __ � j I 110'41�K'11, "' I 1­_ 1,1- , I , \, _\
11 �,
� - --t " - -
1� , A 11 � I � � \ l I p � D-10 I , � - 1101 \ I I ,
I � , -_ I I ��,f, � � Lo
I � I, , A I I , .... .. , I I "I k �� I \ , � / I I � -- ',�_� , / \
, 1� I I I -, i -
,� I F, ,9 \1
- / , / I - _\ - - _7 \ �� _ , lul � 1 ,9,
, -, -11, , , I � ----,,, ,\�
I I I ITI�\ � r� - - - I I I I - - - 7�_ - -1 71 - I - - \,- �_ - I , 0 1 1 <
�_ 1, � , 1 1 � 'i, -_"� � ,,,� ,I, ,� I � 1�
I , I I I - - _1 - - I I � w,;,,ffi or-, � \ __________,11�
- _�_;�_ j r " I
I I I I - ,� �_ I I � 1, � ,��� \ �, - 1-1 ­1 ­ - I I 1�1 '_�
" _1� ,7 , - - - , I � I ,;�:,� ,-, - _,', 11 I ,
" -1 , \_.!� .� "I � I / - - - � - , � .
� - 7�, . , � \ � � - � ",` I
,� 7:�. 1 " - - - - - - - - - " %w , 0
- I 1 A�� 1 , ,-; , - -7 - ,
, 07 - " � , \ , , ,/ , I - , , � , , "- , I I I I am, ; � P/ - _�_,
r_ -,I � t v � I I (�, I- I I � l , , \ I I I --- r � i , ,i� � I 1__�
_,, �_
/ ,1­ "I", �, - - - - I I
, �
,
z I , I L I ,-"\ \ � I \ , \, � " 0 .,i.� m, % I'l I I , I � � I, ,
� .11, I � I I I I l I I I I � , , , , - I \ I . - 1.
I I I --, I __�_ __ - __�. . 11 I � I . � I I I I \ I ? '� I � I i _� 11 N D-14 \ I I 1____�, , 1-- �� , I , �,�n
'"' ___�__, 'i �, 11 t, ,61 F - f-7 - -,- - --7,- ,, _j i I 1-1 r \ , / . � I A ", d, I 11 _,__ , . 115' 9 ,\ 0 __�, T - ,
� 1, . �,
� . � / I - �:'�p I (�� I 11 1­1 i- � 1_�
- __ � 4 \ � ,if � /t / , �? I I I �_,,i, 0 , -1 - , N " ��_ \ 11, , I , I A � I I
, - , J i ' L ' , '611'1!'� "M Ii
I , , -1, � i - " ' -,, , / � /Ii, I � � I , C14 E1,550. I ly 11 2' i I I �
I >_"`�` __ -_j A � I ,p� '21, u D- I 1 - - - -- -- - - -- - - - - \
I � - Z',_ "'N"'2
- --�_ 'L� - / l l , , , ���, - \ , � . . . . . " !TNZx -4 - -_ - \
, -,-I --- � ,,,, I �_'l I I j I I , I / � -_ \ I � I I I � I - \ _+_ -- A I , � 1 ";i"', � � �", - - 0 � \ I 11� 11 r \1 � I / ".1
\ I-, � _1 - - I 1\ \ I / I /I / , � I 4111, ',4 11
. / i - - - - � I � , \ � - � I ; I ,,­ -- -- -,- -
__ "I � _� I - I I i ,� , 1�2_ _/
� ;ul _­ I I -_ -1, " '.
- W, , I'% 1� � I - , '_ __ __ ".
I
__ ,, ",
� I , ''MR101. - �r- - ,
__� / , 11 ��51 �
I , - / 1 �7 - ,- ') I __� L_-,� \ \ A
� F___� /I " -I- __�\ / A � - -�' ­1% �, ,1_1 , -, \
L _­ �1� , - J __,;�_- --,, __ � � � I k � I I � / A I I , , ,_ _� - , �, 'I , __ , " \ L= , I / \ "I \
-, �,
- - I :\� 1 104 1 � , , � �, _i, ! /` ! , � R '11IN � , 1, 8 "I-) ____ __-_ __ d "I I -- -- - 10i -_ - --- -_ -_ ­ -
_7� _ _� _::��_j � " i ,,, , � v I "" I � ; l i il ; 4 � I "I \ \ ­"[ p i ; - - " :.-,:./ uj V R,11�­I*i - - - 1\ \ � I ­
I - , - , , I + , , , 11 ' I 1 4- / f , � / , ,_ I - - , , - - , I \ I - � I �_, -4 -_ - -, 11 \ I 11 , , ,r�j', , / '_ � ' ' I
I ,.9 / __ ,�,
,
>--" �L -_ --, ­- / I , I � �, \ I , : � ,.�,, 7 , , " �m, -_ - co - - � I �1 - , -
I / , I" � I I �/
- 11 /I -_ _ —_ - I —, I , ___� E AREA III I r) , -11.
— — ,.— , ,�, A " � . I I , " I ; �q_ I I // \, , ,/) . I I , --- -_ — \\ \'',,I , ",._., - , 0 ____ \ SURCHARG I I ,� \ I A
- I I I I I � " I 1'�
- I "\ I / 6 - --- I \ �, , "I 1� - I 11 I I/ �
,_ .1 , . , �: :� - . , 4f I � . , , I i: I ) , �, I v I � ,�, I I - .- , � , � , � - i I / , 11 I , i I I , I '
_�- - � , , - " 11
I I - - 't �/ , , - I I / ; 1, I ,� : I ,� , , 11 I /I 11 B , , 1. I I �� \ � \ I , I , I , �mwr� 1- , III -
, , " , 0; i , - � [3 - -,, \ � iglillii, �141` D-18- - ,i,i,_ - , - --- -9 _ IQ - -_ - - -
I I I I � I I I I 1� I � -
�_ - -�-­� O� I . � I ��o . . . . . . ,_ a- 0 " 0 , 'I, 0 10, � 13 1�11 " - I- 0 � Eli- 1, I 0 1 - / /lip - - F__�_ 'I I ,\ \ - .-' t - -- - --- --- -_ -
, - < - � �, - 2 - �, � � ,,, �1' I I I , , / � � I A I �, �, I � � \ , , � - , D 12 1 - , I I - -
.A--1 �,>l ,� -, i''', -- , , , � � , , \k I - _r w 11 A I
- � I I - , - , I 1 1­��_ 1 1 . 1.17— - I \ 1. �.. � I - __ - 1, ,i I I ,
, -
__ -1 , I � � . - 11 \ 1 � i 11 t , / / / __� � � I I � , I
__ " :/ ... :_,� .. .... � . I 1/� -,.\ � - \ "� I
" I., I 11 I , � , "..'. ..,\ I , I
I ,�� � � ... 4 ­'. I. _:. i : � ....'' 7, - 7 I ­ �, I � 11 I � __� I ��� I k�, IJ7 / I
- , - ­ /
�
/ - — - I � . I ­ 11 ­ I ­ I .. I 1-1-:."'. � ..... ._� ....... __, , , ­11
/ :::: .1�4 / � I � 111/1 1: . . ­�, �Xl V : I I I I/ ,�� ''. I I I'll I I � , >� . - ­ - ..
_�4� 11 I ". � \1 , __ -_ - -
I
. . . . .1 . I I , ., I � . I / � I � � � , _� I '\1v - � �: . : I .. I I '� � I - � \1 \ --- _��, - 'i - "
�
, � � I . I /: , I �.. I I I I I I �, � _'! - , \ I � -
__ , �, I . . I I . I I I I 11 � .� 11 ­ I / I I : � I 11 I - � -- - - - L I
- I . I � \ -1 . j . , ,,:, .: :A,� . \,:v_ .1.1. - j F , ` / . - ", �j . I
, �il � �"il ­ .,."I. ,. _ :,,, I , __ �,--,,,% OW, =-,'�..-_-.( _1 / , ,� - - hD,3
_
L , I .11 , , ., � ,. Z ,� ,­/ , _� __j - 4 1 , 't . __ - - /
I— NA� X . �
=:: ... / I
- / -1 7 .11 � I -1 � I 1­ - 4 - . / - ': � . �: � I � I I \ ''�. I � I - - I I I �1431'. I - , / "I , � - 1\ ,_1 � , - , - - I " ,� ��
____­, I , � , " I : ::: I - -, I - I:: � I .. I I .1 I 110,1,1�0,0,1�, / D --- /
f / - -, I , , � \ I
- - . � I " I
- � � I .1 ­�: , : ... I ... �. � l,s� � � I :"�r :�, I . , - m � -
v I , I .1 I . I � : :: 1, ��, : ��:, � _:: V. � �� , �,�, :, ,� \ , �g, ", 11 �
\ C\ � �It ,� ---
� � , � :, �': ::��:�:� I : , , I : ,,, ____`1i : I . 1- .. � I ­ I I I � 1. � I I , \ I I , / : I I , I \\ � ,t - - C_ - - -%,,�­,� ,� \ '­ ........ 1 1,, , . k 11 I ` - �- - - \ /
- m �; __ I I ;��,­ , �::, - I I �­ :�,/­�::, � - � 1. I ­_�­­ - � I :. " 1,
11 14^A� '. ., I ) -- / "? - -_ \_� � . - _. I '-
I : X__ � . 1. . I I �. I I - I .1 ! :I I :1 - I -� - , - ,:"- ­­11 I . � ­ D" �,�,:, p �:::; I �­ ,\", \ - I . ipc-, \ I
-::. :': �: �:: � :::: � � : 1, �' ::: /_ : ­ �, - / L­' . "': , , I ,i � -, /
I � I I , -,
_
,�:] :1 � : . � / 1, 'L � I I / 21 I..'' , �
� � ­ �",t,�J,­WU�,+­,' � I \ - -_ ---
- ... I I " - . I I . I . � ­ .1�� I . / ­ 11: : _ , � p­,� � : . : � "\ - :\; 0 / ___ - � " DIM I , -1, � - -, __ \ , /
-1 . - : � . . � : � ,\6) 1 I 11. . , , . , I j I u") \1 I I I �,
::, ,�, . I ��, I - 11 :: : ; , -,: / 115 0 \ I - ____ /
1 , " ��,�' , ill' � � � I I , ": , q , I : , : "I,, � " 14 I- � \
. I I , ­ ,� 140 - -1 ',?,�,T,Ti ,
:: 1: J::: i �j �: :::: :!::::: � � 11� I � I - I � "I'll'' I ,,�,, � "I -, --� - -----� , I
:::.,. - p ,:, �: . . . ::::: � ,:.: . , , I \
:1 __ ..... :: :::: , ,. , �,,', �, 1. I I , , � �5'1 \ - _� - \ /
.,
�:�, � ... :­:!:!_::::,1:�_ . 1. �,�r �:, : �, 11: � � ,�,, - - I. I :�� .. ". �:: �/ J I , ,., . � � , � , � - I I',' I /
� - ,
�� - :1, .11 .. I 111. I ­1 11 .1 : ,� � � :::.� � "I''. 1. 1; 1: . : I � � ­A, .1 ­ I— I . . _� . �'., : �: '� � \ \ � A � / 11
- . I � . I . I � � Z / I I .. - i, - �,- : ,Z : - \ \ � - - I
- ` 1­1 I — . I ,_ �, �, /
.
. . — — Ivi,." 0 .1 I I I 0 Is , '', ''I. I I � I - � I . 1. - I.: 11 �_� I I � '� , I I I A / y
­ I I ... ___ I I , � ;I 11 :�: ­,:, , . I 11 I � I .1 11 \ . \-' 7 '_
1. ­ - I'll - I 11 .7 _/ i - I .'' � — �.:, 1. / �­­ 1:11 ./_­ 1, '' :�)":f ­: I I � � : ; � I , ii,\ F I I — /
� ; I I, � , � v­ _ I I � 11 I . . .... 7'� \ ­
::�,:::: 1�'�:�:,::� 1, _� � .1 � � - I 11 ..� � I � , \ ;z 117, \ I' � I � A 015 /
;: ]:::;:.� � - / ... � ., '',I, : i I I Z. ­­­ I..., � /::: i �: — �, �. :: � 11 ,,, �7\',';,'
1 1.11.1 .1 I I I ,,r: �.:, � - / \ I — . � m � I I , I � I /
A. �. 1 ! 11�1 11 I I � 11—:1.1-1 ­ . :, \ \1 \ 00 "'A — -- —1 " 1, I
- I ,/ I - 1: Nn'l. I *' 1�1 \ 11 \ \ — 0 — -- I \ . /
"... I I 1. ­:�� �, ­­ I I I ".. .. 1. � 11. ­ / .i —L _j - _,"' 1\ I " -� � 1\ I
1. I .: � : *�: :,�� : :,��:: I . i I.- � , . . - ... . I— I 1: - 1, ­1 I . . I � .. I I � I I . .1 I . . 116 - - - I I \ I 11 - - ,
z :: ­ I 1. .1.1 - / , = - ��., : . :1 - , .
:., - - �� : ! I . I I 1. I I I 11, . I I I I I I I :�! � � I LF 111-1110 \ \ 1\ I I I I/ I
:;,r,:�:: �: ...... ...... . . _. - �:!, 1: 17::=: 7: " 9 ii! � ::�,, ': �_ , ­­ - 11 � .1 \� - \ . \ Iii., � - - , \ \ ,\I T_ _l - - , -
i IJ wi� 1 �015� 11 . 11 it I �i � 11 f- - L-71 1111 ,
::::::: ::: ........ ........ . ..... � ... ::::­!­:_­:�;�,�', � I 1. I '­ I - / I I.. I � . * I I 1� JT_ L_ - - - 0 " I \ /
.1 I... .1 1 14' - � �/�. F. � �. 1 / 11 11 \ I
; i " I j - / � 11 : -_ � - � 'I' ,
.;::,: �. : I:-: 11 , I : A i in . : 111. � /, ,.: , � , :, .,/ I !, : \ : -, :, A, 7 \, _-__
,:­ 11 'L "I INEEI 1 1 , A, 1.11.1 / , I - )I " , . �. . 14:­ I I . .1 . .. I - 4 - 0
: :: � � : �::: :: - I � ,:::::: �': I : 7' Wa-I / I 11 ­1 11 . � I I /I
.. I.. 1. � �.11.1 I I _/.� ­... � - � I I ­/­­ I I � i I \
­-.1­1­1­1 11-.11 ­­1 � =- . ........ .. / . \ A - : I � I I
1, � i - � I 9 I . � \\ I � � . \1' ,� I , ­1 0 \ __ - i - ___� I - -_ I -
!.. : 'I : 11 ! ,� L - - - 11 I ,
I - ..__, .., ... 7 1 1 � � � \ , / - 1.101", \ � - - - i l
LO _ - __ ­­ ------- ­ ­ ---------- �._ r =,=� I I/ 5`0 A T:7 , - - I
- I §11� - \ -- ,
. I 1,5 ', I I
" M - N 1,
7 ! - / r` '\ - I- 11 V) "', D-20' � ' j A
. / I __ - � � -
��� 106 ttt�p'",� / - ---- , �
I �.... . I 11, .11. z.:_ ..... :_� 0 i " "I i - \ , f / ,� I ", - - ��,. , \ � ) - 1�. - �_ I
,
', I �' 1,
,A,1�14, _-_
I.F.'' 1. I.. I.. I.. I .... I-- I � � "
1:, ­.. ­ . I I � :::, � :::: : : "I ", 11 I -1
, 11 " . 111,
. \ -n a q ` _­,�-_,P'­',,,,W�� k -1 . - - ,
­­ 11 .1 .... ­­­. I I Id-1.1 I:: ­�. L.- L 1- / 1114,111 III Ill M m m n " �', , I A , �, I f ; . I I '-- , -,!
. r- ­-­ - -, __ __ 0 an on n� \ ii iii,L - I I -1 / - ` � -_
­ ­ � p PI P-1 91, !91 " , , -1is �w / "I I I - - 7.F!l
�n m h � ` - - -- -, - -
::::::�: ::� .1:111.. - ... ­ --.,.- _1 ; . I _� �/ I / ,,' \ \ \A � \ � � F ,'\ " , \ - - �_ � (I 10 I
I r'' I � �-I..-...-...--...-.�.-...-�..,..�� / "_ "I ,�, I ,//
:�::::�::�:�,::,:::::::: � . .... ... ­­ - .
: 1.11 I -_ / I
­:­ :;/.­:�:;­::.�::� 1<4 SURCHARGE AREA IV . \ \ � L — . ,, 1— -,��-�, I / 1.-----f- "I \
' , / I
/' :­ ­/�,' , , r-1 ; 2 A . ,� I ,i
. m- -1 m m m up OQ 4 m ,4 � ,
, L _____..__.. , � I LL�, M al, ,
75 :;:, : I :, �: ,: I I - F � 22-,� �, �. b E � � 1 �V,779,,_*Ww , " \ ,� / "" \ 1� ,� I l -
11.1 I ..." . .1�111 I I. 1"I'l . I I'll, -111
­:: �: I 1: ]::�, , : I p P� P Y � � P, P, 9 -1-11 _1 In - - � _�' -1 �, A/
/ - , . -�,i," -�-*:'..' ,.�'.-. , I "..
� I ,� "" _!_� . I" , � - - -`" ., .1, : "' , "'
V - A :m � 1,11, \ i .'i. "". ..`.,� -:: .-: ­­ ,
< ... 1111" - __ I " __ � �� 1, A w w w # -, __ � � , -- I _� '.: I..., .-...::
.
I ,. . .. . .
� I 11� � I I I . I - - I ... i,
11 � -1 11 / " � ----, A/ I - : , . "" . :..% *. ..
... .
0c) -, �-� / , I - "I , , ,_T��I_ __ - ...: - , . . . :,*..
, 1 cia ...-.,-,.:�-�-,....
�' , - \ ( , I
" -1 I , - I ---/ - ,, I
, ill - � �� � 11 . '� � - 12 , - /' .. -, .. . , , i.
I �. ........ -
...... -
it ­: � � . / , , �.,..-.., : , 1 *.I- .. .. -
11
:::::::::::::::,/:::,:,::�::::�: :::,::::;: �: -_ ,� I I A '_
I - - - , \ , - l
; I-. ,; ::­­/ ­­111- ­. 111.1-I.-I.-I , . __ I I ­ I - - - - __ I i , , / I­ -_ : .
� � - - � I -1 I , /Op >x I . �--�,-: . ..*.-:--'-.*
6 :_ : I � . -111, - ''I ", ,� / , �.�,, �', - - -_ - I \i Iiiv � ', " I () . . � -.-.-*:-'-.` -i.*-_�--:-1.-:._:1_�."
V) .1.1 ::!!: : �,:;/:: � �::::::�: : mq. ���:: (D I / ;z I 1� __ ­ 11 .. :� , /�: , , � I , I , I . I/ . I I �1_/ ,/ 1 w 1. I I , " I ,--------t I \ - 11 11 I r - � 4 1-1 7 - -­ 11 , . . I ",
. . .. ... . I I I � . ,::.: I A , / � - � /�, .: " I 11: I 11 / , , I ­/1 I . I I I I - - �__------ \ � .- - �-i".:-..`�:._..i,-- �i:..�-,-"..,. -
1:..­­­.... . 11­11 I.. I ,�: I - 7' I—— I I I I I I �, , I I ,t � i , -- -- i - '' � � , �'� �, , ��- tl� 1. l l , -
I I'll - , , I ------'I I - "I ""' I "I
: : �r: � : - 11 . � I . � :11L � 1: , ,_ � ", I \ ,� - F, ­ , , , ._,_ . -, 1, � 4 L. " � - %%, ,. , � l I I ..I... -::,i-,'-i'..i!,.*:--*.,
- . . , .. . :/ :, : � � 1: .: : : . � :: , �::._ ��_ - 11 - I � . . . �', � . ­/ � I I � I � , 11:_ , ," , �'. �. I � � � . , 7 i � � � jii,,%�,,'11 I � i ,- � ,( i� , I � ....."'.'�*:.�*-�.'. , "I
- I , . - ... I 110' I .1 I � .�_ � / , : I / , `� - , : ., � , - I . . . - , , :,� : I I , : : .; - \ I , , , , . . , ,- �, � � _� , � - ., :-
r - \ --- , , L , I I . ��
­ 1-2 1 '' � / I , ��, , ,,� I I I I I I 11.1 � .1111111-1 I'll ", �� , , , I "I � , �� i I i '' '>, -� , 11 I - , - :
" - -- - , � . . . . - * "", ` * * -
@ ::,:::: ::::: � , , - , : � I � 1. ­1 � I" I I� I , -,�. , , � , , ,'�,,�, '' � � , , , 'll , .
::­': /! 7 : ::: :::: �.: � "; ,:::, �. I 1. : �:: : �:::../ :�:� 107' " I I I...'', ... I . I ­1 /'.1 � _\ . 41 - I'll I :� . '' ... ��
, _. . I I I I �. /, : x , - ,,� ''. ,; . I , , ,:: � �� � , - : �_��: �� .. � �:, � � `-, �.. I ''I I I 1��_ l � , 1 i-I �,- , � : .
I � / I ��, , , , , , . . t I I I I I �. I- , , , 'i , --- --, — . � __�_ , , 1_�_ ,��'.'.- ,
. 1". _ _ _ , - , E,_ � I , I I __-r rr� 11-1--i-1- , � 1\ . �.'.,.� : ,
, . *
tir) � , / : : � - , , , , ./ -� � / I ,_ � Ila " I , 11:4��,, � , I .",��I, t ;� , I " , , I � � �, � , � � I t - 1 i A A 1 77 _., : ...
, ....... 11-1.1 � _,", i I '''''A I I :: :� - -- t � � -- - --- --------- � I ­­ _­­ A ... I . A_
; , ,
,
. 111. I . I � �/ �, . I ,,,, �, / � .. I *1, � I � i A , I I i i, , ­
3 :':��: 4 /, I I ,. � .. ...... � .. . .... I � I I I I I � �, I I I . I - . �: ,: , , . :, - � : �, ,. , I., ­-­ ­­....- ..... - -, i _. " ­ ....
�<, �., I I .1 - ­1 I . A �, �,� . . . . � , , .\" , � # ::::::: �-. �: �:: �- V., //,A _. ,,, -
(.,4 �.. I 1. .:: : � .. __�,,_.:,:,�',�� , : , I - ­­ . 1. � �: :! , Z: - , , :, 11 I I . I � . __ � � ­ , , - �. � - , 1::.-�.;._-: ­1 !­­ : _­:.-�-i - ! .- , -.-.-�:.'i::-:-` �,* !
A
1, - I A � A -t- __1 ; - - _4�­­ ­_j , - .
/ I - I , I . . � . ---L .- I . 1,.. � � � I "ji -_ , l �\� - �
, , � % '"'y .... .... .. I !L I ... * --- - --- � ... I � � . - - -�,.' * .*.."*
1. 1. I , : I 11 , I '� � � :. � , ',- ,�, '. i'i,, ,� � L �L - -, 1,4 � I A L� ,� =1- - 1 ..- --.-; , ;_._..._:_-,.:­" � ----
, � .. I � 11 : :� _�_ , I . , i .... z_ ,­J"'_�, 1 ......... I 1\ ** I
: , �: I I I I I I - I I , i A A A i i -.'� :.'.�: .-.'. *:.,-.,-�-i-
. I . , ..
. . , _:� , - * � -� .,-: -.* *,.,*
. I -, : / : : : : �, '/ - , : : ,,�:� '' ­.��.;,, _ ::,; . � _ I 1. -:- A . I . -, . , ", i, i, ''. "' '!�, , i, , ''', , , � 1 ---- -- ------- 4 1","'­ -'--". L-_ I ......... . " �
-7_ __ I . ., - , � r � I , �_ .; , -:� .:.* .., .,
� ... � ,� _.. I I � ,, , - , , " , 1_�W , � - ­ - --��---,-� .-:.'-'.
,% . �. I � � , , , I , I I : I A , , , , , , , I A. v i'' . ­ ,
_ ... ,"', , � /� -1 : : � : , A I : -
.... .... . __/ ..... ' ��' ' � 11 ­ - / : : � / -1 - 11, I., I ­ ,\� l : i , \, -i��` "
"'. , � �' �e :,: ': , : ,/: 6 �i � im i
� �.. - � .. ....... _ , , -
� . � ­�."� . �,�:�: 1­4 _ _ � , , ., �'
, , , A _ , 4� - .
.... . � , ,. , 1� I 1. :I 1, " I � I I , I � .1. I � ;/ ,�,, �: , � : / I I - ,,-. � ,:� :.:: Z : ,:� - . 11 . . � I I .1 �',',Ai,'.' A . � A � . ,A, � � � �� I ",/ i I A � ,� 1, " .... - -
� �
:1-_-, - � . �'.. - , \. �, � �, �..., 117) - 1: ..... - -1 �. ­ , i'�Iir - � I 1.1%,"g. IF / �--"-._,-�11 :1 _._ . - -"--:1_.,1-,--..
11. ''.. ::::::: ::::::�,;�� : �:::.:: .... � _ � - � � .. , . 11 - I I � I � . , :.p :.: � q/:_ : ­�� : :: :1 1: ;�"� ::� - 1: I-/,. . : � �,:: ;?, : ,! :, .1 I < 'It :: - - ,. , I I I : !: ' �:� - 119 � 77_7�' , _ _��ql' ::_ .:::*"-"-..! ;: ........ .... ... I i ------- ------ -- i -1-1 - -1 ­­­­ ­­ A ... i ,:ii. ...,
�! I . , � "I I ,�, - � . , . , , ,, A . . A �, , �, , - 2 , I .�. .,-- -- _.� ..'� I
- � 11 11 � ". .. 11 . - 11 . I I I., ,; . - �� �, , I I ��,, '' � I ._ - L��, ,I \� , , ''Y'^ f ,/; , s 'i ;_, � � � . 1� _
.±. ,., . !.:. -.,*:� ..* ..."". --
.I I ­ I I 1. . - I \ 1. - .... -, ,
....... /.-,..! ! -14 - I I -_ � I 2 l .. ... . .,:ii. .*,.' . -: -.-. ....
.. ­­ --- "S __ .... _ �., .. - � 11 I I . 1, I I � , , � A , � �� � I .. ! -------- ---- - - I ­_:7.b-'23'--­- - , I
�, , I I I A A 'i - i ' - - I �, , , . . , , �,,-:--.i. -:.., .i.. -�
- I . �: r 1:11 11 11. I . � - '': 11.1 � I I I 1 4 A I � 1, A . ,,iil;__�, I I A I 11 � ..... -1--_: ... �� - . 11 . ,.".,:..-�-,
W ... ­ ­.I.I.I.- 11 1- - ­� , ��j , A i i I - , --- ­7� -, r­­­ I \ !� ,:.:,-,:i.',.
I . - . .11.�. . :_ / - I .. � ... _, ,::: � � ,x� : � : :.*,Z ::: :: � I,,,' '. ; i 7'�"� , , I I � , - ... - '' -:..
- __`i` I , , I _� I I A � A I I.I.I...'... �".`."� ", -i :. . .: �
­­­�­:�­:­­:­ I ... ... .... ­ . � , -Z .. ..... -) ,:� . _:, , I I �. --- ---; .... i 1--;;;i, I I (, k, -. I .:-
.�: �:�� - I , , - , -_ ,-_, A� -- -, .:
I
:3 �::� ., � ;_1__:___. ,�� 11-11 � 11 :'­i / :, �:� : ­ p , , '' , , :, i, . . . . . . . A - , "' , , �, / I i ... ;­,_ _* ...... 1 1 F­ �:.-_:::::::! ,,,, - !:=: �*.;-::,i , ,� I - - -i ,-".,."..,.�*.-.*:.*.�,.�"",.,"*,.:.:..',
_,__ 11 - '�, I , � 4 _ , ., I � � "�- I - 1\ I ,, _j \�,-, �.l ,,, �,
� , ,
::!�­: :�:,:i :::�,� . . ..... .. ... �� � —1 " - �
�: �.j ::. 107' _7 I Ix , 77 , - 1-.7 ,. _
_ '' ,_ , � , � � ,�. l� � � � 1_ ., :.."'..'
_ I I , ; , , I . - - .1 11 I 11 I , 4 � .11 - I I I �__ � 11, . ­ : - ,:: ____ ' - A 'I-- � /,! .. -- A � '\; I 1, . . . "
: ��::��:�:: � ��,��:� �,:".�. � . ''I' � I., / - , I I I 1. I I � , , , _­ -I- - - 1­111- ­­­­I I-,-,-,- ­­­f j­_. _ - 1 .....
:3 : ..... . ­.­ � I.. I—. . - - � � , � I "I. I �� , . . 1 -7­----77----777 :- . , � � , . I A � A � , A , 4r" , 1- I 1 ....... ......... 1 - ­­..1 I 1-­­-, .11 --.,, �- _ L � ,� i_ -, ",-, ., , ,�, - . /
::, : '
, I 1. � 11 . I . , / 11.1 I - 1� � 1. , , , ,\ `i .. j !­_ _ .- .,-,-.,-,_%"- .`­I.--
- ,: �: �::: - , , �.. I , .111, I , �.��,_ ��� - " � I I I �;111 - � I 1. I ' ' � ' f ' ' " A - A � (. \_ ,�_� _. . ...'
11 ,1 720 ' . .
/ 11� ­ � ­ � i " I � I A 11 I I " � (I I -1 f , I , f 11 A .. .�.
- ­:­��­, .- ... 11 - - I I I I I ��, 1� :: . � � �_ I . I . I � 1 ,A � I I . � A � , " , I -- - . , " , , I , I 0 - .. ._,.. - /
1-1.1- � � / :�/ - I I F. . I � ­ I � �- 21 ,' ' I , , , � A __1 I I ' '0�6,11�'; 'N� l, -
< :: i V;��:�� : �-� �. ­��� I : , 11.1 � I I I I ,/ I , 4 � � : � ; "': : :� " � : I � .. � I : I .1 - I .,- , i ..... ... `1: '-T.' --
: , .�� I A I ­11 � I I I i I ,­', �- , '' �, ,- -, -, I i � A i I
. -
- 1::. I 105 � - . 11' I I � 13 . � , I , , !:__1:::__ ��!� - i­ - �----� - - = ­�- - !::�.::�-.:: .. .,�*i.`,­-�'
1. 1, . . .1 . 11.11- 1. I I ­ . : �: ,/: , � ,,� /; � * , I . A . , "� . . A A , ,�\i, - , , � , '� � .. ­1 I I 1- � A, ..., ..-..
1. � : : I . , . � I /� I / I.. /I I I - I I I 11, \11 . �. 11 I I - I I 11 � I I I - A , I , , � �, I .i�",\i i ,­'' ! I F
- �� ... � ­ I , 11 I ,� I I I I / ,,�' / I - . I �, , , , ,, I , � v , - , l , ,\�, A if, -, - , �,, I - :q� : 1� �1� � � "�.1.'..*.,i-,1 /
:5� , I : � I , __ . I , , ,,� . �- I � i I � , A I A � I I . A � I I 11, - - , , it ..... t_1 _.!____i_____._ ------ i�,_ .... ­! L .... .. ... L_J ­.. -.--. :1 �
_,, I 1, I ,� < \i " l � ,:;,\, I / � � ': .,%,..'.: *
,�, I 11 . I , � , ":.i I I � - 1, - . I . .,\ I . . A . . . � , , I I i I , - I 11 ­­ �Allt,19� - � �_ , I , - I �. -'111*!1i,L .. ;., : -
I : '':­­ � Z I . �� � .., �­_._�_ - �:;,4,1��i'1'4,_ , .
a I L-L � " .. ­1 I � , ,,e �', I � I �Z I � I - I I . � /:,:. , �:. ", � �:, , /::: �,:, �. .:/� �. , :, ' ,"', � 7� - I ­ , . � I I A \ I I . A , , 10 ''I * . * I I\ . � I , \� I � I , I , � � I .
'a / 11 I , .. . . . . . 4 � I , . I , - I / � A I A . . , , , , , , , � , , . I * " , � , ­7,�_�,, �: , 4: �il: :�� 11 I � - 1: ­.. I - 1 1221 1 -1 I I , , , , AD �, " - , 1, � �� 1; ; I � � , A \ ... - - 1: I !1! ! " '�� I i. � 1, � 1;
I I , ... _._­ .... . ..... _.- ...... . . ............ _­_.­-.­...1. .- ­__ ...... - ------- � .............
c 0 0 � A i I _,� i , , � A , VA � � " J , � e f . - �� 1­7 I ­­T- I I ! A I ! 1 A *1 -7- 1I.- , - - _
0 53N "I I I I I I "I 13-- A -e , , 4 0 � �. r A : A A : A � z ; � � i
� A P/ A'''A/1 1 1 1 � I I I . - I I , I . . . i iii M I 1 i! i 1\j. i i i 1 ill [ , � �iz�, �
� ;,; ;j : , ,ji'� .1.
I I 4 I , i A i A - , , I �,Y�,,,,,�_ , . , , I , , VI\ , . .. I
3: , , � - , , I t I t l (_ 1\1 I I � I i -
�, A , ,/ A , � , l , I , � I -- �, ' ' ' � A . . . . . . A . . , , ,A, \ ,� A A ,, ,'i,'� , � " D-22 , � 'z 1", � ; , "" �,
I , I 1 4x ­i -, -, -. -A _7 � A , , , I ,
/ � I I � A . A E , � I � � I - 4 1 � ,/' : - � � , , , , , - ,� , , , , ,,��, I 11 I I A ,c], 4 , , , , �,,�,� l , A , I , , i A I \1 � I A I � -, -,�_,, I.-F. )�
0 /l ": , , , - -­-,*_�_, , , � �
v : , : t;, f A , , \
,x, A , A ,
"" , A " -,, ] I - -
b' I 1� � 1�_ i, � A A A * A. �l , m: A A : \ ,�\�� � ,%
,, __ ,-,, , I � l k 1 4 1 1� ��A%��1�4�lf - 1/ . A I I ;1. I I A i 1, . I ./ I I 1/� I l 4­`1 �" ii � A A A A i A I � I "I -A---- A A , A , " ,,, A , . � A I : '­� ,::,) ,I � Y � � * , � - -�, 11 I " I',- ; , I : , : , 4 i , !, . i . . I I . . . _ , , "I �, I I I - - , ­ I .- . - , A I /
� I I I I . . I �\ � , , � i, � \ , , � 4 , v I 1 4_� �`�P_11`1_1 �, i , I , _ 4� 1 � I �'�',"`�, - i"",4 z 4. i , 1, 4 1
�� 1, -1 � 4 � I I � I 11 I I A I I i A A l /I , .1 '*, � '��-'I'i' - , � � . . A � � - i---- i, \ - -11 W_ , """" � -, � I. 1�1 � I ,
I I I A A I I * \ '\ �' r � I � 1i , I " 1 - � I " I r � - - 4�i, 1, � ,/, j. I
c , 11. /� A , ,, A . . /� : A i A / , , ��,�ii � � A , . A i , , � A A 'A � , "', i:'ll:6 � , 4 � l iti,
0 " . I/ I A � I A . I I �' � A " I . I- I . .. . . . . A ii, � 1,Z' .3 � � A � A I , . I A Am-1 ,�4�j i t r . b 1� i I t � i I I. � 11 l � A -1 � t i A t- 1 , �� /
, I '1� � . t "I l . 4 I � A , il/*111 I . � I ,I, , " B­f, , v . . . i, , k--�___,-�­_L� A , , , , , -, � .`_ it I � -A < I , , , , , --�'__� 1. A l I A , I X *.11 '.. I , - , , , Ar , - , , - l �� - �, , , l��' I ,
. / __ 'T I I " M�L� I I , I I I l 4 1 It �'l � - - � �- -_ "- 47 ;� l � ,­ " � � I � � �,� � � , , ��� _', i �001
cn / , A I q , , I A I A � I I I I I A I A I - . � I I ,- , �
1,
/ I A r , , I � I , ­7 �, 1, I I I I � -� * , A � , , . , ---�, , , , \ \ - f , � k ff �
, , , , , , - I I I I \ __­_ �_, - I - � - � � ":.�� �� - - I
- _77ii"i�....`­,, 1 , I , ./ , , �7 - I . , ,i � , . I ,L � I . 1. `7__11 � , , I \ � ,I 'i \ \ - - ky \ I I I'll r I
, .
c: !__.__­_.­I/ 1,_ . , ,
. � iiiiiiiiiii`iiiiii""­"""`� / I I , � , , , z , , I , =nz- : - \
_11�/ "I - (::� � / / � 17- / , - \ _�� I I / ___ � � � � (
11 , , / / i / � , ,
�, 1 ." 1 , I- 11, / '.
: .� A . , I / \ I/ 0-.-- I � i " I I- � . �kl i i J\ ii I : 11 /
/ ! " I I / / - ,_ 11 / _� / / 11 / / � - - - � , \ I I - I � \, \ I "I'll, 1911, - _ 11111. ­1i I I
.c: I ! I -11 ,r , - � I - -I I � I -
"
I
, ,
0'i , . 1, / z I " / � � : , � , � I I , � 4 � . . , , ,/ A , I I � I I/ I � , - I � . I I i I � , i , -- I � I I I ,I � I I 1> � I , � , I ,j � , " �, 4 , i �, I , ,� � , , 1 4 1 ; t i� I I i\ 4 ,): - � I � I I .) I f- , " ..... , I p","", , "I I ,
, i � I . . . . . . L , � - � P I,
c �, . - -, , � I I . ,7 i , - - - - � - , � , ,� , : I I - , �, ,,, , -,, �
�
, ­'� W, - ""' - ,I �
Ld / !__._._..._.._! I __ " I i, I . . � � � / , 4 , , ­­ , , �\ v - I A � I I - �� , , � � i ��,� , l - , A �, I � w,_" /1, , . , I � v l , 11 ,/, , - ,
", I- , , , , , , , , � I 1\ � Iii . � d I , , � , ,4 I III.,: .1, � , , 'j, z 11 w, 1101115,11"I",
- . I i / , , t � , - " , , I I � 4 1 1 � - I / _i'� I I . , - I I � . , I t I - � � I __�_ 4 1 1 I � 1 4 1 11 11 �,�,�,�,�,;,,;"�,"*�����""������""� I
, , , , , � , , ii i ,
, , / � t , 4 - - . � , , , , , I I J
� , l , 4 , z , , , � , "
, , / , , ,
� , i I , - i� ; , - , � . - ., - , i t, �, - , "
, ,
c / ___�_, , ---.-. , 11 / , 4 � , /. , I � -LC1 , � � , , ', .L_�__1 i� �,_��,::�:: � :- " , � , � '' � ,,� �,,, �,�,4 �i , I p , � J, � , 4 , 4 . , , - "1144
� � , � , , I i 4 4 � I I I I I I � ' , ' i ' 4 z , 1W� ' i ' , � , � , , � , , . , ,; . . . I v i 11 I ; � 1 7v 1 1 1 1� , , i : I - , - 1, � ­pl­ _ -
"�, , , , , ,_ � � , , 4 , , , "�� g ��,­�q,� " , _,"',
1�� , � � kii ... �,
I I � �� I I I I . � , I � ". � � I , I I � � � _', ,,,� , ,,,,, , ,,,\I- -­--�� < � I , ---� . I.' I �'� I 11 d - � I I , � I I I I I � I - � I � � , - _,, ,,;i��,, 1 wo
" 11 f , � � 4 4 - I � � ","'.
Q) �' I I- , I / . . . I � I �, d� , p 1v I i I 4 � /. - , ,��4 � � -, , , , , i_,, x � ', � � I - � l I ___� - � , .1 , , 'j, "I " � , ,
I
I I I . I t - , ,/ . c� � ,-/ * 11", I � I I ; L'i -, �_ -- / i , �/ , , � I Vj, I "' I �` � �_
, , , , . , , 4 , - � 4 � , , � I . , ,
I 11 I L'. '. , -I)e; v I 1, - '. '. [ � � - , � �_ - __ V_ I I I . - - I I , I �, 1, 1. , I I - � EIM�227%1'1 .- � 1. - . -1 _11101011
I
(D / I I � I , , I I,- , / I A I I I �' _�_ � I � � � Ix - 'i .1 � � � - z � � ., , I - --"-"-,- ,
� , � - q --- � , - , ..
.11 , ___� . z I , ',�� , 1 I - , i, , �'l I , I I i" , 4 1 C L , � X, , f , I , I , I , 4 - � � � , , , , , � , , , � - r ,. , I ' I , .1 l o � I/ , �__ , I I � , I I I i 1-1-, , � , , �� I x I / � � , � � I L _1i"`_ � � , I i/ I I � , , I "' I ' I
I I , / I , 11 ­7 , " , , � , , 1, � 4 i I , - i� ) / , , " � � I , , z , ; ; , , ; "', "'" t)­ I
() I � I I I 11 I I i � � - � � I I I I � - wl , � 4 I , , I I ,i', -, - � , � I i "-",? I �
-
, , � , 'j , : 4 � � : , , � 1/1 , . I l I /. , , , / � , � . � , -, , �� ` I -
I , , - "I'll, �
4 � - . I ,)(, ,� - / ����� s x t I I � J, � " v - , / , � , � , � , � I z � I '& � ", 0 ; 0
� , I I 1� L I I- I 61 ,
4, -_ ,--, - y I y y I � ±=t==�_- X � i=t=t:== X, � - I I 1,111
� I I X, , --.,--,- ,K" /,. � )( I- )(, ; , �,� , n� - X ' , "iiiiiiiiii"iiiii"iiii� 2S ' �-�J' ' / f , � / / / I 1,1111,111 '_171x1i1
1 x � x I zz�� x 11 -_ I ri� . . L�:� 4 i — . - . i i - . , N� I 0
12 11 "I I - — � . I . . - i(110 11 "' -, -
/ , 11 7 wr — I I � , "'',
I � ,� � - ..... .- -, " , 1, ''I � I'll - ___ , Z 7 i � � ,, 3� � �, , ­ i I I �� "I
" � ��
in / / ,�, / / I ,�: ,,, �1' I 1 _2� �___ �7 ) , / I " " I �-- I ;1, �
/ �� I I - � \ �- ,/,z - , " i _� __� - - ._�/ '. / \ I I 1�
0� , � 41 — / / 4 1, __ , - 'I ______4_ 4" _� . ,/ � " ---------- �, " 1/, - � ,/ 1\ 11
< ,/ / 4. 11 i I '/ - - - "I 11
I N , - � I __ ".
� - , ,
I I - - - �_ - _1: 1,
� ,i �_ A / I i , � / , / /I ' / ./ / � 4 � � "_ "I 1�� ',1 \ I / -- - I ;� __ 4 , __ __ =_.� -----__ - 715 _� 11 I 1� - I / 12 � � k � � � � t , , r " I ", 1i
­ - ------__----1- // - , -1,
I I / � -- - .- - - I �� ' ) / �
/ \ , --' I _, - -_ - - 77,4 - -, I / , / I '1�1
, - 123 __ - I , __ - - .1-1
-
< / / �_ __ - - i / / , / . \ \ \� -, � � I � _:�_� ��_: � _ - - --- - - -_ - - - _ - - I / I � ; 1.1_� I 11 I I 1� - 04
/ � /I �. � I 1� - - - - 122 , �� �, _� � - - __ - - - - � "I 11 "I
I'll
M / � , / / I \ \1\ -1, -, - -�,_ �, I - ____ - - - - - - 713 - - - - - - IK I � � � � v � 1. I I � N
/ / ,/ � - __- - -- - 121 :,� /�� - - - /, - __ --- --, I / / , � ­ �, ,
- - __ - - L - - � �11 - �,
� 11 i ,_ .- - - - - - _­ / , " \ I- . i M ,
I­_ - - -_ 11 � - - - - / I - I "I'll, �
/ / I _______� - -- - - - ,// _,x / I I � I-
/ - - " I
10� / � / � _� , - __ - - - - - - - -_ -1 11 / , / I I 111� � ­ 11
I z / � \ - - � / / � ',�� I'll " ­1 , �
- "
LLJ / / `� : V-L 12- 0 ------' - - I I 9 -_ � -_ - � - -- - /�'// , / ILI, I , , 11 �.
m / � / / / I - - - - - - - - __ - - - _-, , - ���,� �, - - - _. - !,'2 - - - __ - __ - - - - __ /I I � / � \ I I 1 1 " ��, ., � " I 11 - I
��
0 / / i t 11� `­ � -_ - -_ - - �-�3 - - - . �, �' � - - -_ - - - - 4 / I / / � � I "I'll � 2 � �
Z __ - - - - - __ " __ - - , / I , / � I � �11 , " �-g-i,, �"
/\ � — -- - --- 77:� ---- - -SURCHARGE BORROW AREA -- — 1--` , ill---- — . ( �,,;-
>, I I � - — — __ ­ — I _­ , — 1-11 -
­ \ __ \ ­ � ____::�� — — — -,- __ / / \ ­11 �
, I T",
____ , — __ 1///1 / � � \ -, - , � 2 E ,�,
71 1 - ----------- - , , - - -- - -_ - - i / i 1 k I '11, I �
I 6 I . - - - I
, , - I - -_ -- - - - -- -_ 4 - - - I --- --- , , 1, \ I 1XI i
JD I - "', - - __ . ----_ 7 - , ...
''.
(y I - IV -,, ____ -, , I - - - � -_ � - -- I � \ - ,.
/ � __ I " 1, � __ / i -,
-
� - � \, I \ / \ , _� �, � � �__ - - �__ - - - - �__ ___ � �� � , - I ­ - - - � - I -_ - // \ I � � I � ), ), )".",._ , \ .I--- "
% � � '] -, -, - - - I - I (1() __ - � , , \ 1-11-1 i
,
I \ N - - - - - � , - - z - __ \/ I I , , �
,_
\ / , � \ � I 1. - __ v� - -, - - 1-1 11 " / , / � \ \ I ,,,� T -0
,
" , 1,
, �
_0 I \ - -- - --- 4 � � - � �', .
I , , I/ , '� ­ - - - - __ I 11 '� - , ", � 11 ��i_ I
� \ , ) \', N \ \ � ��, . \ -, - - - - - - --- _­7777- __ __ - - __ ___ - 112 -- - - - - - - - - - / ,/ " \ I I I � � ,a, �
- - , 1, � - � �, �
_� \ , \\ I ,-- " � - - __ - __ - - - , / , - � I - - � � ", �, � :
\ - - - I- ,� " 1, - - - - - - - - - - - -------- � r/ � I , , 11, ­ �, Im", 1
\ I " " I - I ��j ,� -- - -- - I '� _,� - -_ - - _113 ____ -_ -, ----------- - _____�
\ \11 � 1�1- I \" I , \ ,,, ," I , - - _____�_ - - - , - __ Ill- ____ ___� � --- __ � 17c) 1� �', , " - \ � ,c ";;; 1�:, I/
0 1 Z�
E \ _ 11 - ij, " , - --- � - __ - - __ I __ / , I I --�"I'll'I'll'Il""I'l��;;;;;;
, " - N --- __ - - - - - __ Oq - - � - 1, � I __ - \1 i,1 -
- � ; ,� I illt; I ':
" I - - __ / - -, , `_ � ,_ - __ - l _,, 74 - __ __ - - - - - - - � - -_ -_ - - im ---DP-4 _____ Z, - - - - - - -- - - - - ­�,/ / " ", �, � - c7p - A� iw \
En - - - � " 0 L - - - - - - - - - I - - - 1, " - __� .1, .- -- -- " I.S1 , / / I i / )
0 `­_ - - ___ \ - - "' __ - ,., , -1 -, ­_ - - - - __ - - - " - -1 - -- - -_ - -_ iD 9 - --- - - - - - - - I � � z I -- ,,�;, I I ;
_j � __ - .� -­ __ - - - __ " I - - __ __ - - - __ __ - / . I , I �'. '_ I , , " ,/ ., / I
\ \ eb __ - __ " , .- - - , - 713 - -- -- --- - - - - -- , I----- - - - - -- _­ / __r� � I / "
I" 1, " - -7 1 , " "
"", \ I s I , - '_ -, I--- - , - -- - � -- -- - -- 0 0 - - - A"19 -- - -- - - - - - - -_ -_ - � ­ - - �0 - - -- -- - - - _,�_ - - - -- -_ -- - ,I, , , , , , " /, V
CD / ), 1, ',,�,�, -, ", . I - � -"\ -_ ,/0 -,DP-5 - -- I?,----,- --------- - - - - __ -_ - -- - -_ / , -_ -_ -_ - -_ - / , , / / , ) ! I" ,�_, / � / ,-
I ry __�\ , �/ , , ,
, �
I \\ ____ - __ __ _/_1 __ "_� , 1/,�­ /11//1'
� ��-
� ,
- ,
,
3: - __ , ,
,
" , " f " �� __ I ___11 I,.,- -1 , , / / ,
�
'1� \ 11,_. ,�,�_ __ - 1, �, i0o - 1--y , ��. _._ --- - __ - - __ --,-- -1 __ � __ ,,(\5 - - _� r /_ �_ � -) - --- -` -- - , / ,
0- \ _...... . - � !S:� - 4=, : :�� f I - ,_
c I D ,%%%1630J8690,71 REVISION DATE BY
00 ,I
0 ,,,S', % -\�\ CAR `,1,e
�! .....,..Q.. /,/-" 0REEN ENCIINEERINO HARGE AREAS D5/09/1� SPH
1-1 is ,* y ,,-,
0 . �_ 041-"1. ,,ii`
< ft . � KLAUSON'"ER LUMBER TWO
.
C) - 0 ��". I WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT
�' Z
00 . I "a
0 = . — sma
. — ,\,— — �" — �: �" /
/"
" '':,
,
" I
� I
.-
1\ " 11 A\m- � �_, 49 3 - __�___ — -11111/ - -I.
,
I I J/1 ,__ _'.1 / " - -
�_�\ (_�
— 1_�_ -
�, — __ — _\_�_ __�
1�
— 5 . � E PLAN
i : E . z SITE SURCIIARm"'u'4-
N - . ., - NORTH CAROLINA FIRM LICENSE: F-0115 HALIFAX CO. NC SAWMILL PROJECT
,-
;-- -0 '.. <,\,A - .0 -%
0 0 41C . 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893
'.'o e**O. I N - ..
0 , . \\\
__j
< " TEL [phone] FAX [phone] OFFICE @ GREENENG.COM —
1__1<1 --je.-,,,,,ks . I
-*,
T " %
"
< V119*9,0�015t .. t ... I ENFIELD TOWNSHIP HALIFAX CO., NORTH CAROLINA I I
��: .. - -
T,
jj�ijijmj&w-ujg'j � � W 1
' .__ - , w
W110411111titit 414101,11FIJ1111MOIX
NOTE: CONTRACTOR SHALL REFER TO THE
"ADDENDUM TO FINAL GEOTECHNICAL ENGINEERING
REPORT' FOR SITE SURCHARGING AS REQUIRED TO
ACHIEVE PRE-CONSTRUCTION SETTLEMENTS IN THE
SAWMILL, KILN AND BOILER H

.�
,
� y
/
�
�=
�
\ '~
�
\ ~.�
~ �
�
NOW OR FORMERLY
PN: 0401640
D,B, 572-575
RA-Qlm All T l�»m�On I��|��/`�
NOW OR FORMERLY A0
D.B. 2235-338
DITCHES
I i=9.66' DEPTH
BASIN SKIMMERI SKIMMER DEWATER
14GTH Height
1 0(120J
aga5R)j TYPE INVERT S17F (IN) ORFICE(IN) 11ME
(DAYE
20 3.5
22.3
0.5
SEDIMENT BASIN i
102
4
3
LENGTH
DA
L Q "la
SLOPE
VELOCITY
X-SEQ-T AREA
WET-PER
DEPTH
SHEER
PROTECTION
N VALUE
HYD RADIUS
SKIMMER BASIN
102
3
2
4.34
36
1 73.71
0.5
SEDIMENT BASIN
1
3
CHANCE FLOOD LIMITS
44,17
0.5
SKIMMER BASIN 1
102 1
3
2
4.34
20
122.08
0.5
SEDIMENTBASINj
94
4
3.5
4.60
3,5
19.112
0.5
SEDIMENT BASIN
86
1.5
0.5
SKIMMER BASIN
89
3
2
4.15
20 5
105.161
0.5
SEDIMENT BASIN
88
3.25
456
20 3
49.28
0.5
�SEDIMENTBASINI
95
2.5
21
186
0.53
BASIN DA DISTAR
Cn 16.11
� 15A2 15.42
�
25.54 25.54
� 22.00 22.00
�
�
�
12 1.80 1.80
�
10-31 10.31
Uj
/
OR
CIO SEA
kO 2L2
�
�
�
712E, MIN RISER OUTL
56.66 28368 46240 112 2 24681 1 25088 4X3 36"
57.92 28998 47104 226 113 2 25230 4X3
55.43 19260 44536 208
33.22 16632 20031 147 74 2 10796 10878 NA NA
282 142 1 2 39995 40044 6)6 42
32.03 16038 19187 145 72 _2 10410 A
79, 39600 64274 263 131 34453 5X5 1 42
6.47 3240 3W 65 33 2
8.74 4374 64274 88 44 2 1 4374 6256 NA NA
0 16145 1 30"
37.06 18558 29256 180
NOW OR FORMER
LLYCHARLE3 EA
PN: 0400817
IPIE Riser
I i=9.66' DEPTH
BASIN SKIMMERI SKIMMER DEWATER
14GTH Height
1 0(120J
aga5R)j TYPE INVERT S17F (IN) ORFICE(IN) 11ME
(DAYE
20 3.5
22.3
0.5
SEDIMENT BASIN i
102
4
3
3.85
29. 0 1
0.5
SEDIMENT BASIN
101
4
3
3.93
1 44.45
0.5
SKIMMER BASIN
102
3
2
4.34
36
1 73.71
0.5
SEDIMENT BASIN
1
3
CHANCE FLOOD LIMITS
44,17
0.5
SKIMMER BASIN 1
102 1
3
2
4.34
20
122.08
0.5
SEDIMENTBASINj
94
4
3.5
4.60
3,5
19.112
0.5
SEDIMENT BASIN
86
1.5
0.5
SKIMMER BASIN
89
3
2
4.15
20 5
105.161
0.5
SEDIMENT BASIN
88
3.25
456
20 3
49.28
0.5
�SEDIMENTBASINI
95
2.5
hims,
. ... ....
/
/
EDRAIN
30".__"'__'
24"___
8�
24'
19,
7101 MU-1111- 1,11,01
'�-
18.83 9'X24-,Q6" CLASS 2 RIP
10.79 2)W' CLASS 2 RIP
ou 11
,' U
'8
ff""I
Bi 1' CONTOURS
-- -- -- -- -,,v- -- -- -- --
EXI 5' CONTOURS
`
LIMITS OF DISTURBANCE
TEMPORARY DIVERSION DITCH
TEMPORARY SILT FENCE
SILT FENCE OUTLET
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
TEMPORARY
SEDIMENT BASIN
TEMPORARY
ROCK CHECK DAM
TEMPORARY
EARTHEN BERM
ou 11
,' U
'8
ff""I
Bi 1' CONTOURS
-- -- -- -- -,,v- -- -- -- --
EXI 5' CONTOURS
`
LIMITS OF DISTURBANCE
TEMPORARY DIVERSION DITCH
TEMPORARY SILT FENCE
SILT FENCE OUTLET
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
TEMPORARY
SEDIMENT BASIN
TEMPORARY
ROCK CHECK DAM
TEMPORARY
EARTHEN BERM
ZONE AE
FEMA DE3|MATED 1pKANNUAL
CHANCE FLOOD LIMITS
PIPE (SEE SEDIMENT BASIN
SCHEDULE ON BC1 FOR
PIPE SIZE)
SKIMMER
HOG WIRE FENCE
CHAIN LINK FENCE
--- � ----- X ---
2011 BORE LOCATION
2012 BORE LOCATION
2012 CPT LOCATION
INLET PROTECTION
RIP RAP DISSIPATER
SELF INSPECTION NOTE:
ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND 8TORWW4TER DISCHARGE 0UTFALLS MUST BE
INSPECTED AT LEAST PER SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL OF 0.5 |NCH
PER 24 HOUR PERIOD. PERW|TTE[ MUST KEEP x RECORD OF INSPECTIONS.
NOTE:
CHECK DAMS ARE TO BE USED AS SILT FENCE OUTLET WHERE SILT PENCE 0UTLET/SILTFENCE
ARE SHOWN CROSSING DITCH.
wposumomnwate, Discharge Permit for Construction mm"me (NomoI)
wcosmPJowaionm Water Quality
hs, Slopes steeper than 3:1
Slopes 3:1mr flatter
19.38 9)24)W' i CLASS 2 RIP
All other areas with slopes flatter than /t1
7 days
14 days
14 days
14.89 6'X16M6' CLASS 2 RIP
NOTE: SEEDING SCHEDULE IS LOCATED ON DETAIL SHEET 60
If slopes are 10'prless in length and are
not steeper than 2:1, 14 days are allowed.
7 days for slopes greater than 50' in length.
None, except for perimeters and wQvvZones. I

MATCH LINL
-Ec 3
DI 4
84&//V
W4
9.3o
"D1 41
C14
\DI 4 3
EARTHEN BERM �TH
HDPE PIPE SLC
)PE DRAIN
DI 4 0000,
Immom
I-rcvi 0
DI 4C 2
7777 �,7
. . . . . . . . . . . . .
DI 411
3m:
OA
co
DI 401
105
DI 418
DITCH#14 105 ITCH#11\3 1 40 t-
419 X, LO
18" RCP`
C3
10-
-- — — — — — — — — — — --
C4
3:1
110 'lop
100.
105
inR
LLJ
' J.'
Alop
106
105 All
18' RCP
24" RCP
4
DI 221 DI 22 DI
�113'
F7
................
----- ---- --------
r-1-74
-------- --
DI 4
JDI'4
DI 418
_.j
— - ------- - -------- T CKPILE
TOPSOIL/
L
U, ......
ma I r
MATERIAL
7--
. . ........
VV
x
5
J

C
0
C
LLI
51
-0
00
0
0
C) I
6idFAMELMAM

MATCH LINE EQ 7 41-
/lz (SEE SEDIMENT RASIN
REVISION DATE BY DATE: March 22, 2013
ADD STOCKPILE AREAS 05/09/1� SPH GRAPHIC SCALE loo ICLIENT CODE: HALCO
JOB NUMBER: 12108
FIELD BOOK: XXX
_

00
0
N
pq
C)
a)
c
_0
c
0
:2
LLI
rn
C)
00
0
cli
L)
00
0
cv
0
C)
mz..►r�

cti
12
m
0
C*4
vi
0
0
c
c
0
:2
c
0
Ld
a
Q)
f
LLJ
cc
c
0.
c
s �qD7!
00
LEGEND
EX. V CONTOURS
EX. 5' CONTOURS
LIMITS OF DISTURBANCE
TEMPORARY DIVERSION DITCH
BERM WI TH
ARTH BE TEMPORARY SILT FENCE
cc; HDPE' PIPE SLOPE DRAII�,
PILLWAY---`
SILT FENCE OUTLET
1 l
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
TEMPORARY
F7 T
SEDIMENT BASIN + +
TEMPORARY
96
ROCK CHECK DAM
0
93 94
----------
94 TEMPORARY
EARTHEN BERM
FEMA DESINATED 1% ANNUAL
ZONE AE
CHANCE FLOOD LIMITS
too
4 DITC... PIPE (SEE SEDIMENT BASIN
SCHEDULE ON EC1 FOR
PIPE SIZE)
SKIMMER
WITFr_
P1 E OPE DRAIN HOG WIRE FENCE
DIMENT BASIN #8
DA 4ac CHAIN LINK FENCE
2011 BORE LOCATION
SPIL AY
2012 BORE LOCATION
2012 CPT LOCATION
INLET PROTECTION
t RIP RAP DISSIPATER
LL
CONSTRUCTION SEOUENCE
LL
c5l
tA 6
1. CONTACT LAND QUALITY BEFORE WORK BEGINS OR A
<
NOTICE OF VIOLATION WILL BE ISSUED. RALEIGH
-791-4200 FAX:
REGIONAL OFFICE: TEL: 919
_10 919-571-4718 WI
2. SUBMIT SEDIMENTATION EROSION CONTROL PLAN APPROVAL LETTER TH
BUILDING PERMIT OR CONSTRUCTION PERMIT APPLICATION, EROSION CONTROL
PLAN APPROVAL LETTER SHALL REMAIN POSTED ON CONSTRUCTION SITE AT ALL
TIMES.
3, INSTALL GRAVEL CONSTRUCTION ENTRANCE(S), TEMPORARY DIVERSIONS, SILT
FENCE, TEMPORARY SEDIMENT TRAPS, SEDIMENT BASINS, AND / OR OTHER
MEASURES AS SHOWN ON THE APPROVED PLAN.
4. BASINS AND DITCHES SHALL BE SEEDED, MULCHED AND LINED WITH EXCELSIOR
MATTING IMMEDIATELY UPON CONSTRUCTION.
5. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER
RAINFALL EVENTS, ANY NECESSARY REPAIRS SHALL BE ADDRESSED IMMEDIATELY
44 TO PREVENT FUTURE EROSION.
6. BEGIN CLEARING, GRUBBING, GRADING, EXCAVATION AND PIPE INSTALLATION
49 WHILE MAINTAINING MEASURES AS REQUIRED.
7. DISTURBED SLOPES AND FILLS ARE TO BE STABILIZED ACCORDING TO THE
REQUIREMENTS OF THE NPIDES GROUNDCOVER STABILIZATION TIMETABLE.
lk i i z
T- I
8, ANY ROADSIDE DITCHES THAT ARE DISTURBED SHALL BE SEEDED AND
I - - - -- ---- I - - - - -_ -
REINFORCED WITH EXCELSIOR MATTING,
9 WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED, CALL FOR
R LAND QUALITY SECTION, RALEIGH.
ONSITE INSPECTION BY NCDEN
10. IF THE SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCING,
SEDIMENT BASINS (ACCORDING TO THE "DECOMMISSIONING A SEDIMENT BASIN"
-RAP RESULTING DISTURBED AREAS, - -- - - -� �- - ! PROCEDURE), ETC. AND SEED, PAVE, OR RIP
A
A_
11. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. IF THE
SITE IS APPROVED, THE PERFORMANCE BOND IF REQUIRED, WILL BE RELEASED.
*ASIN
STOdKPILE b
DECOMMISSIONIN" A SEDIMENT
TOPSOIL Y
-SITE DETERMINATION /MEETING WHEN REQUESTING TO
1 CALL FOR AN ON
ATORIAL
DECOMMISSION /PHASE OUT A TEMPORARY SEDIMENT BASIN.
2. DETERMINATION CAN ONLY BE MADE BY THE LOCAL PROGRAM EROSION CONTROL
SPECIALIST AND/OR HIS OR HER SUPERVISOR.
--- --- 4­ 3. ONCE IT HAS BEEN AGREED FOR THE TEMPORARY SEDIMENT BASIN TO BE
REMOVED IT MUST BE MARKED AND INITIALED BY THE INSPECTOR ON THE
APPROVED SET OF EROSION CONTROL PLANS,
4. IF SEDIMENT BASIN HAS WATER IN IT, THE WATER MUST BE PUMPED OUT FROM
THE THE SURFACE INTO A FILTER BAG ON LEVEL AREA FREE FORM DEBRIS OR
ANOTHER APPROVED METHOD AT NON-EROSIVE PROPERTIES.
5. REMOVE SKIMMER AND PLUG AND HOLES IN THE RISER (IF APPLICABLE), REMOVE
------- ALL BAFFLE MATERIAL.
6. IF THERE IS A LOT OF SEDIMENT/SILT IN BOTTOM OF BASIN AND MUST BE
HAULED OFF, MIX DRY MATERIAL OR SET ASIDE TO DRY THEN HAUL OFF,
B
E
7. FILL OR CONVERT BASIN AS TO THE APPROVED ELEVATION OR PRODUCT ON THE
i _4 -
APPROVED PLANS.
LWAY
8. AFTER FINAL GRADING HAS BEEN COMPLETED, THE AREA MUST BE STABLIZED
WITH LIME, SEED, FERTILIZER, STRAW AND TACK ACCORDING TO THE SEEDING

cv
O
C:
0
:2
0)
C
LLJ
O
00
2
C)
1-1
00
0
0
C)
r
3:
69TAMEN-Am,

2
«
�
66
s
N
L6
0
a
a
a)
C
0
C
Q)
W
C
0
0
a
0
d
Q
F-
w
W
CD
0
A
4
En
0
AE
. �
g"'
1 40
r9'I 9Q
88 90 f
1
89 90 8g _ _ _ - 95
94 92
2=
85 ' r
r
f
I
I
I
/1
1\
1
\
1
1
1
t
\
1
I
I
i
i
-- _ - - - --
111124 = 11 11111=1115101
I =1 I I; III =! 10:
- I II1 =1II- 1= 1II -L1I-
Fr--- -, , , __ I! l I -I L EI 11- 1 I I -1 I I
-- III - -� y -1 I ! -I 1 -�
FRAME MAY BE CAST
DIRECTLY INTO BOX
(OPTIONAL)
PRECAST OVERSIZE FOR
36 "0 RCP INSTALLATION
(NO KNOCKOUTS)
10 :1 SUBMERGED VEGETATED
PERIMETER SHELF
..0......■
...........:...
NORM. POOL EL. • ii
- --
88. i
POND SECTION_
No Scale
—4' x 4' "GABLE" TRASH RACK
(WELDED REBAR 4" SPACING
AND FRAME PRECAST INTO BOX)
ELEV. 92.10
8" MODEL 101 —C 12" WIDE WEIR ELEV. 91.00
SLIDE GATE WITH
------,— 4' x 4' PRECAST RISER
INVERT AT RISER 88.50
96%96" ANTI—SEEP
COLLARS
11' l EXIST. GRADE
-1 11 - -1 I II I EI -_ - -11 I I I-
8„ MODEL 101 —C
SLIDE GATE WITH
HANDWHEEL OR
EQUAL
POND PERIMETER SHELF — BELOW PERMANENT POOL
_:_
_.• __
_
6:1 SUBMERGED VEGETATED PERIMETER SHELF:
f L£ -, =xr
1,
ILA
.ti
INVERT CULVERT AT OUTLET:
iV F7-
SOFT RUSH
JUNCUS EFFESUS)
SMARTWEED
SPP.)
SOFT —STEM BULRUSH
�POLYGONNUM
SCIRPUS VALIDUS)
POND SIDE SLOPES —
F
!- r. z- - - 77— k - - - _ r -
-r' -- - - - -y
BARREL DIA.:
36 "0 RCP
EMERGENCY SPILLWAY ELEV.:
93.50
TOP OF DIKE ELEV.:
95.50
-- _ - - - --
111124 = 11 11111=1115101
I =1 I I; III =! 10:
- I II1 =1II- 1= 1II -L1I-
Fr--- -, , , __ I! l I -I L EI 11- 1 I I -1 I I
-- III - -� y -1 I ! -I 1 -�
FRAME MAY BE CAST
DIRECTLY INTO BOX
(OPTIONAL)
PRECAST OVERSIZE FOR
36 "0 RCP INSTALLATION
(NO KNOCKOUTS)
10 :1 SUBMERGED VEGETATED
PERIMETER SHELF
..0......■
...........:...
NORM. POOL EL. • ii
- --
88. i
POND SECTION_
No Scale
—4' x 4' "GABLE" TRASH RACK
(WELDED REBAR 4" SPACING
AND FRAME PRECAST INTO BOX)
ELEV. 92.10
8" MODEL 101 —C 12" WIDE WEIR ELEV. 91.00
SLIDE GATE WITH
------,— 4' x 4' PRECAST RISER
INVERT AT RISER 88.50
96%96" ANTI—SEEP
COLLARS
11' l EXIST. GRADE
-1 11 - -1 I II I EI -_ - -11 I I I-
8„ MODEL 101 —C
SLIDE GATE WITH
HANDWHEEL OR
EQUAL
POND PERIMETER SHELF — BELOW PERMANENT POOL
ACCEPTABLE WETLAND
SPECIES TO BE PLANTED ON
6:1 SUBMERGED VEGETATED PERIMETER SHELF:
BROOMSEDGE
ANDROPOGON VIRGINICUS)
INVERT CULVERT AT OUTLET:
TYPHA SPP,)
SOFT RUSH
JUNCUS EFFESUS)
SMARTWEED
SPP.)
SOFT —STEM BULRUSH
�POLYGONNUM
SCIRPUS VALIDUS)
POND SIDE SLOPES —
ABOVE PERMANENT POOL
TALL FESCUE
PENSACOLA BAHIAGRASS
SERICEA LESPEDEZA
KOBE LESPEDEZA
a�
DRAINAGE AREA:
85.00 AC.
POND INVERT:
88.00
RISER /BARREL INVERT:
88.50
INVERT CULVERT AT OUTLET:
87.50
PERMANENT POOL:
91.00
4 "0 ORIFICE ELEV,:
91,00
TOP OF RISER ELEV.:
92.50
RISER BOX GEOMETRY.:
2.5° x 2.5' (GRATE /FRAME)
BARREL DIA.:
36 "0 RCP
EMERGENCY SPILLWAY ELEV.:
93.50
TOP OF DIKE ELEV.:
95.50
_` r-
�=C� i, a
Ex. 1' CONTOURS
Ex, 5' CONTOURS---- 119
WETLANDS w w! VV
EXISTING TREE LINE -
EXISTING TREES
TO BE REMOVED
ZONE AE FEMA DESIGNATED 1% ANNUAL
CHANCE FLOOD LIMITS
2011 BORE LOCATION -°-
2012 BORE LOCATION
2012 CPT LOCATION
HOG WIRE FENCE
CHAIN LINK FENCE — x x
30' ZONE 1 BUFFER
20' ZONE 2 BUFFER
Ux
CLEAR AND GRUB OUTLET STRUCTURE SITE.
CONSTR UCT RI SER B AR REL STRUCTURE AS SHOWN
ON THE CONSTRUCTION DRAWINGS AND SPECIFIED
IN THE CONTRACT SPECIFICATIONS.
CLEAR AND GRUB ENTIRE POND SITE, REMOVING
ALL TREES, STUMPS, AND DECAYED MATERIAL.
INSTALL ALL TEMPORARY SEDIMENTATION AND
EROSION CONTROL MEASURES SURROUNDING POND
SITE AS SHOWN ON THE PLANS, AFTER EACH
RAINFALL EVENT, CHECK ALL TEMPORARY
SEDIMENT CONTROL MEASURES AND CORRECT AS
NECESSARY (POND TO BE USED AS TEMPORARY
SEDIMENT TRAP AND SHOULD BE CLEANED OUT
BEFORE POND IS PLACED INTO OPERATION).
REMOVE TOPSOIL FROM POND SITE AND PLACE IN
DESIGNATED BERM AREAS.
PROOF ROLL DIKE FOUNDATION SOILS,
UNDERCUTTING ALL UNSUITABLE MATERIAL AND
REPLACING WITH SUITABLE BACK FILL,
EXCAVATE POND AREA, CONSTRUCT AND BACK
FILL STORM DRAIN OUTFALL AS SHOWN ON THE
CONSTRUCTION DRAWINGS.
PROPERLY STABILIZE POND AREA TO PREVENT
EROSION OF DIKE SLOPES.
UPON COMPLETION OF PROJECT CONSTRUCTION
REMOVE ALL SEDIMENT FROM POND.
LINE TOP AND SIDE OF POND AND DIKE SLOPES
WITH EXCELSIOR CURLED —WOOD MATTING.
ONCE POND AREA IS PROPERLY STABILIZED AND
APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT
FENCING, SEDIMENT BASINS, ETC. AND SEED PER
SPECIFICATIONS.
NO EXISTING WETLANDS WILL BE DISTURBED BY
POND CONSTRUCTION.

1, pt
90
91
(92
LEGEND
47
99 i ~ - 111111 \
10:1 SUBMERGED VEGETATED
E NG R"g" IREMENTS
PERIMETER SHELF POND OmE ul cuu SEDIMENT CONTROL MEASURES AND CORRECT AS
NECESSARY (POND TO BE USED AS TEMPORARY
I- -ii POND PERIMETER SHELF - BELOW PERMANENT POOL
-J I SEDIMENT TRAP AND SHOULD BE CLEANED OUT
.. H l-

I
do
0
N
Ln
c
D
_0
to
Lij
c
Q)
O
CC
(Y
LLI
m
0
ry
5�
-0
'0
2
0
n
c.
cn
O
Cp
z
0
00
0
C)
to
00
0
0
C) I
S
MITAMMIM

SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND
MIX WITH SOIL (SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP,
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING,
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN
THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE EVER 60%
DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING
RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION
AFTER PERMANENT COVER IS ESTABLISHED,
APPLY: AGRICULTURAL LIMESTONE - 2 TONS /ACRE
FERTILIZER - 10 -10 -10 ANALYSIS AT 800 - 1000 LBS. /ACRE
SUPERPHOSPHATE - 500 LBS. /ACRE OF 20% ANALYSIS SUPERPHOSPHATE
MULCH - 2 TONS OR PER TEST SMALL GRAIN STRAW /ACRE
ANCHOR - TACK WITH LIQUID ASPHALT AT 400 GALLONS /ACRE OR
EMULSIFIED ASPHALT AT 400 GALLONS /ACRE
EROSION CONTROL NOTES
1 STABILIZATION SHALL BE PERFORMED
ACCORDING TO THE REQUIREMENTS OF
THE NPDES
GROUNDCOVER STABILIZATION TIMETABLE
(SEE NEW STABILIZATION
2. TIMEFRAMES -THIS SHEET).
LIKEWISE, STABILIZATION SHALL BE
PROVIDED IMMEDIATELY FOLLOWING
EVERY 3,000 LINEAR
FEET OF WATER MAIN PIPE INSTALLED,
OR EVERY 7 DAYS, WHICHEVER OCCURS
SOONER.
SILT FENCE TO BE INSTALLED AS
SHOWN ON THE PLANS OR AS DEEMED
NECESSARY BY VISUAL OBSERVATION,
tom(3_ A I �.
SEEDING (PERM.)
120
ANNUAL LESPEDEZA (KOBE IN
SEEDING MIXTURE
AND COASTAL PLAIN, KOREAN
;y
SPECIES
RATE (LB /ACRE)
OMIT ANUAL LESPEDEZA WHEN
TALL FESCUE
250
BERMUDA
131
MOUNTAINS— ABOVE 2500 FT:
PENSACOLA BAHIAGRASS
50
FEB. 1 — MAY 1
SERICEA LESPEDEZA
30
COASTAL PLAIN — DEC. 1 — APR, 15
KOBE LESPEDEZA
10
FOLLOW RECOMMENDATIONS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL
SEEDING NOTES
10 -10 -10 FERTILIZER,
2, KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF THE DAM.''
1. FROM SEPT. 1— MAR. 1
USE NS ARIFIED SERICEA SEED.
C
2• KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL
2, ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB /ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE
TO 40 LB /ACRE.
NURSE PLANTS
4. KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER ENSURE THAT
WATER FROM CUTTING AROUND THE ENDS OF THE CHECK DAM.
BETWEEN APR. 15 AND AUG,
15, ADD 10 LB /ACRE GERMAN MILLET OR 15
LB /ACRE
SUDANGRASS, PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25LB /ACRE RYE
(GRAIN).
SEEDING DATES
UPPER DAM,
5. STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION.
BEST
POSSIBLE
EARLY SPRING:
FEB. 15— MAR, 20 FEB.
15— APR. 30
FALL:
SEPT, 1— SEPT, 30 SEPT.
1— OCT,31
SOIL AMENDMENTS
m
a
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 -5,000 LB /ACRE
GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000
LB /ACRE 10 -10 -10 FERTILIZER.
N
® MULCH
APPLY 4,000 LB /ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT OR NETTING.
a
Q
C
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORD-
ING TO SOIL TESTS OR TOPDRESS WITH 500 LB /ACRE 10 -10 -10 FERTILIZER. MOW AS
NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE, AND
c MULCH DAMAGED AREAS IMMEDIATELY,
0
TEMPORARY SEEDING (SUMMER)
SEEDING MIXTURE
C
CD
w SPECIES RATE (LB /ACRE)
C
ar
GERMAN MILLET 40
c�
a IN THE PIEDMONT AND MOUNTAINS, A SMALL — STEMMED SUDANGRASS MAY BE
© SUBSTITUTED AT A RATE OF 50 LB /ACRE.
tr
a SEEDING DATES
MOUNTAINS— MAY 15— AUG. 15
r PIEDMONT— MAY 1— AUG. 15
ui COASTAL PLAIN— APR.. 15— AUG. 15
m
0
of SOIL AMENDMENTS
5 FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND
_0 AGRICULTURAL LIMESTONE AND 750 LB /ACRE 10 -10 -10 FERTILIZER.
o MULCH
a
APPLY 4,000 LB /ACRE STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT OR NETTING
0
CD
o MAINTENANCE
V) REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RESEED, REFERTILIZE AND MULCH
ml IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
0
REINFORCE WITH MATTING
WHERE NECESSARY
N i
V.
Frr /,
BANK STABILIZATION
TEMPORARY SEEDING (FALL)
SEEDING MIXTURE
SPECIES
RATE (LB /ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS —AUG. 15— DEC, 15
COASTAL PLAIN AND PIEDMONT —AUG, 15— DEC. 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB /ACRE 10 -10 -10 FERTILIZER.
MULCH
APPLY 4,000 LB /ACRE STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT OR NETTING
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50
LB /ACRE OF NITROGEN IN MARCH, IF IT IS NECESSARY TO EXTEND TEMPORARY COVER
BEYOND JUNE 15, OVERSEED WITH 50 LB /ACRE KOBE (PIEDMONT AND COASTAL
PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
TEMPORARY SEEDING (WINTER /EARLY SPRING)
SEEDING MIXTURE
SPECIES RATE (LB /ACRE)
RYE (GRAIN)
120
ANNUAL LESPEDEZA (KOBE IN
PIEDMONT
AND COASTAL PLAIN, KOREAN
;y
IN MOUNTAINS)
50
OMIT ANUAL LESPEDEZA WHEN
DURATION TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SEEDING DATES
BY: JE
MOUNTAINS— ABOVE 2500 FT:
FEB. 15 — MAY 15
BELOW 2500 FT:
FEB. 1 — MAY 1
PIEDMONT— JAN. 1 — MAY 1
SHEET I OF 1
COASTAL PLAIN — DEC. 1 — APR, 15
SOIL AMENDMENTS
1, THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.
FOLLOW RECOMMENDATIONS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB /ACRE
10 -10 -10 FERTILIZER,
MULCH
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT OR NETTING
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING AND MULCHING TO BE APPLIED WITHIN 21
CALENDAR DAYS OF ALL LAND DISTURBING ACTIVITIES NOT
PREVIOUSLY STABILIZED IN ORDER TO PREVENT SOIL EROSION.
FILTER OF 1 INCH DIAMETER a a 0 0 0 0 iS` 5 7 WASHED STONE ° o 0 v � 'Q °4o� o00 eg �o° 0r op aopoo 9v�Ca
0�U 0 0 °p 0o0 °o,
NOTE; 00
SILT FENCE FABRIC TO OVERLAP U0 Q 0o p?° o o°U' 0 ° o
HARDWARE CLOTH BY 12 INCHES -•_�\ o° 0 , o p0 °o °gao 3 p o 0 00
x27 p00 00o,;0�nn0o 00 0 ono no _0(
STEEL FENCE POST
WIRE FENCE SILT FENCE FABRIC HARDWARE CLOTH STEEL FENCE POST
ON WIRE FENCE ON WIRE FENCE
HARDWARE CLOTH
FILTER OF 1 INCH DIAMETER PLAN VIEW NO
# 57 WASHED STONE USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 114 ACRE AND NEVER IN
FLOW DIRECTION 18" AREAS OF CONCENTRATED FLOW,
a GRADE I STEEL FENCE POST SET ®I
nnnnr
MINIMUM 1 G
GAUGE LINE
SIDE VIEW
FRONT VIEW THE TRENCH FENCE FABRIC 6 INCHES INTO
STANDARD SILT FENCE OUTLET
VARIABLE AS DIRECTED BY THE ENGINEER
EIi
NOTE:
USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 114 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
1212 GAUGE
)LATE WIRES
FRONT VIEW
I� 8' -0„ 0. C.
STEEL POST
WOVEN WIRE FABRIC MAX
SILT FENCE FABRIC
C) .�
, FILL SLOPE FLOW OF WATER
� AGti p�T
FLOW
=II II I.�' =IIII� GRADE
6" MINIMUM COVER TO INCREASE STORAGE
OVER SKIRT CAPACITY AND PROLONG THE
a II -
i ANCHOR SKIRT AS LIFE OF THE SILT FENCE, IT
N �I DIRECTED BY ENGINEER IS GENERALLY ADVISABLE TO
�I I
� I DIG A SEDIIMENT PIT IN FRONT
SIDE VIEW OF SILT FENCE WHENEVER
POSSIBLE.
LAST REVISED: DETAIL
SILT FENCE DETAIL NOVEMBER 23, 2010 31 -25®
BY: J
SCALE: NONE SHEET 9 OF 2
INSTALLATION:
NOTE: SEDIMENT FENCE CAPTURES SEDIMENT BY BACKING UP WATER TO ALLOW DEPOSITION. IT IS RELATIVELY
INEFFECTIVE FOR FILTRATION BECAUSE IT CLOGS TOO RAPIDLY, tEH SEDIMENTATION POOL BEHIND THE FENCE IS VERY
EFFECTIVE AND MAY REDUCE THE NEED FOR EXPENSIVE SEDIMENT BASINS AND TRAPS.
TO USE SEDIMENT FENCE EFFECTIVELY, PROVIDE ACCESS TO LOCATIONS WHERE SEDIMENT ACCUMULATES AND PROVIDE
REINFORCED, STABILIZED OUTLETS FOR EMERGENCY OVERFLOW (SEE DETAIL).
SEDIMENT FENCE IS MOST EFFECTIVE WHEN USED IN CONJUNCTION WITH OTHER PRACTICES SUCH AS PERIMETER DIKES
OR DIVERSIONS,
LOCATION:
LOCATE THE FENCE AT LEAST 10 FT. FROM THE TOE OF STEEP SLOPES TO PROVIDE SEDIMENT STORAGE AND ACCESS
FOR CLEANOUT (SEE DETAIL).
THE FENCE LINE SHOULD BE NEARLY LEVEL THROUGH MOST OF ITS LENGTH TO IMPOUND A BROAD, TEMPORARY POOL.
STABILIZED OUTLETS ARE REQUIRED FOR BYPASS FLOW, UNLESS FENCE IS DESIGNED TO RETAIN ALL RUNOFF FROM THE
10 -YR STORM (SEE DETAIL).
THE FENCE LINE MAY RUN SLIGHTLY OFF LEVEL (GRADE LESS THAN 1 %) IF IT TERMINATES IN A LEVEL SECTION WITH A
STABILIZED OUTLET, DIVERSION, BASIN, OR SEDIMENT TRAP. THERE MUST BE NO GULLYING ALONG THE FENCE OR AT
THE ENDS. SEDIMENT FENCE SHOULD NOT BE USED AS A DIVERSION.
CONSTRUCTION:
DIG A TRENCH APPROXIMATELY 8 INCHES DEEP AND 4 INCHES WIDE, OR A V- TRENCH, IN THE LINE OF THE FENCE AS
SHOWN IN DETAIL,
DRIVE POSTS SECURELY, AT LEAST 18 INCHES INTO THE GROUND, ON THE DOWNSLOPE SIDE OF THE TRENCH. SPACE
POSTS A MAXIMUM OF 8 FT, IF FENCE IS SUPPORTED BY WIRE, 6 FT. IF EXTRA - STRENGTH FABRIC IS USED WITHOUT
SUPPORT WIRE. ADJUST SPACING TO PLACE POSTS AT LOW POINTS ALONG THE FENCELINE.
FASTEN SUPPORT WIRE FENCE TO UPSLOPE SIDE OF POSTS, EXTENDING 6 INCHES INTO THE TRENCH AS SHOWN IN
DETAIL,
ATTACH CONTINUOUS LENGTH OF FABRIC TO UPSLOPE SIDE OF FENCE POSTS, AVOID JOINTS, PARTICULARLY AT LOW
POINTS IN THE FENCE LINE. WHERE JOINTS ARE NECESSARY, FASTEN FABRIC SECURELY TO SUPPORT POSTS AND
OVERLAP TO THE NEXT POST.
LAST REVISED: DETAIL
X-f-ap- NOVEMBER 23 2010
BY: J E 31 - -A
D" Irleeri11 SCALE: NONE SHEETOF 2
Ffl z k . - r s
.�z ,g. 3y
xfl .x,.�r ."r 8
•. I "" 1041
D
i `„ "� ii 6 1• , Ii7 Ir..._. I , u r♦.
INSTALLATION OF NETTING AND MATTING
PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ANY MAT OR
BLANKETTYPE PRODUCT USED AS PROTECTIVE MULCH SHOULD PROVIDE
COVER OF AT LEAST 30% OF THE SURFACE WHERE IT IS APPLIED,
INSTALLATION IS ILLUSTRATED BELOW.
1. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT.
IF OPENWEAVENETTING IS USED, LIME MAY BE INCORPORATED BEFORE
INSTALLING THE NET AND FERTILIZER AND SEED SPRAYED ON
AFTERWARD.
2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE
AND UNROLL IT DOWN THE GRADE, ALLOW NETTING TO LAY LOOSELY
ON THE SOIL BUT WITHOUT WRINKLES - -DO NOT STRETCH.
3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH
NO LESS THAN 6 INCHES DEEP, COVER WITH SOIL, AND TAMP
FIRMLY. STAPLE THE NET EVERY 12 INCHES ACROSS THE TOP END
AND EVERY 3 FT AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS
OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD! BE
OVERLAPPED 3 INCHES AND STAPLED TOGETHER. EACH STRIP OF
NETTING SHOULD ALSO BE STAPLED DOWN THE CENTER, EVERY 3 FT,
DO NOT STRETCH THE NET WHEN APPLYING STAPLES,
4, TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE
NEW NET. OVERLAP THE END OF THE PREVIOUS ROLL 18 INCHES,
AND SAMPLE EVERY 12 INCHES JUST BELOW THE ANCHOR SLOT.
MAINTENANCE
INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK
FOR RILL EROSION, DISLOCATION, OR FAILURE. WHERE EROSION IS
OBSERVED, APPLY ADDITIONAL MULCH, IF WASHOUT OCCURS, REPAIR
THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED,
IN CHANNELS, ROLL OUT STRIPS
OF NETTING PARALLEL TO THE
DIRECTION OF FLOW AND OVER
THE PROCTECTIVE MULCH.
�Iill•
ANCHOR NETTING IN
A 6 -INCH TRENCH.
18"
OVERLAP JOIN STRIPS BY
ANCHORING AND
OVERLAPPING.
LAST REVISED: DETAIL
NOVEMBER 23, 2010 1 -25 -05
BY: J
SCALE: NONE SHEET 1 OF 1
—� 2' MIN.
COMPACT WASTE MATERIAL,
VAR. SEED & MULCH AFTER
2' - 10' CONSTRUCTION OF DITCH
� III
1111 -;1�1 hill -1,111 =1111 �I III 3 ' MIN.
1�= �iiiI- 1111= Iili`l,lill__ -1 111= - �I�� -I" ,�1 , -11i =i_ lili= liiii =illl � ��LI� -i�lll
�''I— ill��!I VIII -lull -11111 IIII_I- '
1 1 f': -11111 V I I I -= VIII -_
18"
I III
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
p °bQ
A B
t I- L
t %
ED, -
_rllL�- iii <<_ ! ti�_,b
-,1I1� 111
SIDE VIEW
2' MAX AT
CENTER
FILTER CLOTH
LAST REVISED:
DETAIL
;y
NOVEMBER 23, 2010
1 -2 -4A
BY: JE
Engineering
SCALE; NONE
SHEET I OF 1
DESIGN CRITERIA
NOTES
1, THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.
1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN ON A
FILTER FABRIC FOUNDATION.
2, KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF THE DAM.''
2• KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL
3, KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER •
GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
THAN THE OUTER EDGES AT NATURAL GROUND ELEVATION.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP
4. KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER ENSURE THAT
WATER FROM CUTTING AROUND THE ENDS OF THE CHECK DAM.
THE MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE
UPSTREAM DAM AT THE SAME ELEVATION AS THE TOP OF THE
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE
DOWNSTREAM DAM.
TOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE
UPPER DAM,
5. STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION.
5• PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY
6. USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE OF THE DAM
FLOW THAT COULD CAUSE EROSION.
WITH NCDOT #5 OR #57 STONE.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM IS
7. KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE
STABLE.
ABUTMENTS A MINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM
OVERFLOW AROUND THE DAM.
7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT
ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR
1.5' MIN
BLOCKAGE FROM DISPLACED STONES_
9" MIN
, --o — _---- - - - - -- -------- `_
° �oQa "IiM
12" OF NCDOT #5 OR
#57 WASHED STONE 1.5'
v
CLASS B RIP -RAP —�'�i
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
p °bQ
A B
t I- L
t %
ED, -
_rllL�- iii <<_ ! ti�_,b
-,1I1� 111
SIDE VIEW
2' MAX AT
CENTER
FILTER CLOTH

GRASS LINED CHANNEL (PERMANENT)
STRAW W /NETTING (TEMPORARY)
TEMPORARY LINER
WHERE REQUIRED
3'
WIDTH VARIES
[n
w
d
>
n
W
3'
TYPICAL PERMANANT
SWALE SECTION
31-25-24
do= pipe diameter
La= apron length
W apron width =3x pipe dia. min.
STONE DIA. = (from chart)=
d= apron depth=
0
i
3
4" CONCRETE
CHANNEL
PLACE" EXPANSION JOINTS AT 30'
INTERVALS,
PLACE GROOVED JOINTS 1" DEEP AT 10'
INTERVALS,
La
SLOPE = 0% FLT
1
FILTER OF HARDWARE CLOTH AND WASHED
STONE IS WRAPPED AROUND THE INLET
Q
m
WITH TRASH SCREEN
Q
AF
Q
1,
[I F-
co
DISCHARGE END OF THE PIPE.
W Q
ry
2.
INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
DEVICE
MANNER.
d O CV
0
LO
rn
c
T_
4.
RISER BARREL OR ARM SHALL BE CONSTRUCTED OF 1 1/2" SCHEDULE 40 PVC.
5.
c
2 "0 ORIFICE OPENING INSIDE
6.
SKIMMER FLOAT AND RISER BARREL SYSTEM SHALL BE OF THE " FAIRCLOTH
c
Lit
n
C7
[r
N
O
n
u.
0
J
WASHED STONE
WASHED STONE PILED
A( AIAICT ANIn ClN TnD
• i ! Z
z
LL_ D
0 Q
co
LL1 W
D =
G
INU
SUR
SUPPORT ROPE TO MRE
TO PREVENT SAGGING
SUPPORT POST, 24"
94TO BOTTOM OR SI[
COIR MESH OR SIMILAR,
STAPLED OR TRENCHED
INTO 80770M OR SIDE
CLASS I RIP RAP (SEE SECTION
4 O o� THRU BASIN BELOW)
T ° I N VERT)
0W RIP RAP HEADWALL
FI DER BERM / r
MC'Nr 5 WASHED STONE
T RAC A� E A '-'� /� 1 TNI K x 3' HIGH MIN
PIPE INVERT
FLOOD STORAGE ZONE RIP RAP HEADWALL
AREAS TO BE DISTURBED
(CUT, FILLED, ETC.) l' 2'
STAKE TO SUPPORT \F` NATURAL GROUND
jj� i
M9RE 40w
w �
r FLOW
Lf 7
CLASS "I" RIP -RAP
# 5 WASHED STONE
MAX. SEDIMENT DEPTH
SEDIMENT STORAGE ZONE J 0�1 CArd nI IT onlnlT)
Engineering
M
I
FLOAT
2 i2 "O
SC�H1. 40 PVC
FLC
2',,
SCI
2' -3°
WATER ENTRY UNIT
GENERAL NOTES:
WITH TRASH SCREEN
AF
NISI
1,
EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
ALUMINUM STRAPS
DISCHARGE END OF THE PIPE.
SUPPORTING INLET
WASHED STONE
WASHED STONE PILED
A( AIAICT ANIn ClN TnD
• i ! Z
z
LL_ D
0 Q
co
LL1 W
D =
G
INU
SUR
SUPPORT ROPE TO MRE
TO PREVENT SAGGING
SUPPORT POST, 24"
94TO BOTTOM OR SI[
COIR MESH OR SIMILAR,
STAPLED OR TRENCHED
INTO 80770M OR SIDE
CLASS I RIP RAP (SEE SECTION
4 O o� THRU BASIN BELOW)
T ° I N VERT)
0W RIP RAP HEADWALL
FI DER BERM / r
MC'Nr 5 WASHED STONE
T RAC A� E A '-'� /� 1 TNI K x 3' HIGH MIN
PIPE INVERT
FLOOD STORAGE ZONE RIP RAP HEADWALL
AREAS TO BE DISTURBED
(CUT, FILLED, ETC.) l' 2'
STAKE TO SUPPORT \F` NATURAL GROUND
jj� i
M9RE 40w
w �
r FLOW
Lf 7
CLASS "I" RIP -RAP
# 5 WASHED STONE
MAX. SEDIMENT DEPTH
SEDIMENT STORAGE ZONE J 0�1 CArd nI IT onlnlT)
Engineering
M
I
FLOAT
2 i2 "O
SC�H1. 40 PVC
FLC
2',,
SCI
2' -3°
WATER ENTRY UNIT
GENERAL NOTES:
WITH TRASH SCREEN
1,
EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
ALUMINUM STRAPS
DISCHARGE END OF THE PIPE.
SUPPORTING INLET
2.
INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
DEVICE
MANNER.
3.
SKIMMER FLOTATION UNIT SHALL BE CONSTRUCTED OF 2 1/2 "0 SCHEDULE 40
PVC, AND PROVIDED WITH 2 "0 ORIFICE INLET WITH TRASH SCREEN,
4.
RISER BARREL OR ARM SHALL BE CONSTRUCTED OF 1 1/2" SCHEDULE 40 PVC.
5.
DISCHARGE TO OUTLET SHALL BE CONSTRUCTED OF 4 "0 SCHEDULE 40 PVC.
2 "0 ORIFICE OPENING INSIDE
6.
SKIMMER FLOAT AND RISER BARREL SYSTEM SHALL BE OF THE " FAIRCLOTH
THE HORIZONTAL TUBE WITH A
CONSTANT HYDRAULIC HEAD
SKIMMER" TYPE AS MANUFACTURED BY J.W. FAIRCLOTH & SON, INC., OR EQUAL,
PVC VENT PIPE
POTENTIAL FOR PIPING CAN
OCCUR. PROPER DESIGN
TO MINIMIZE DISCHARGE
AROUND PIPE MUST OCCUR_
IATGR CRITRY IIRHT
EARTHEN EMBANKMENT
/— EMERGENCY SPILLWAY
1 Yz "4 SCHEDULE 40 PVC
PIPE (BARREL OR ARM)
1 Y2"0 FLEXIBLE
HOSE--I
1 "o PVC
VENT PIPE
L = 1.4 x DEPTH
TO THE OVERFLOW
MINIMUM LENGTH APPLIES
2 Yz" O
SCH. 40
PVC FLOAT
� P '
Et I . @1i i I.._
MAXIMUM LEVEL OF SEDIMENT COLLECTED.
CLEAN BASIN WHEN THIS LEVEL IS REACHED. SECTION THRU BASIN & FILTER
3' SEDIMENT STORAGE ZONE
(TOTAL BASIN CAPACITY)
I NO; A I
WEIR LENGTH
m"ITOP OF DAM BAFFL
1' MIN. (TYP.
SECTION THRU BERM & FILTER
PERSPECTIVE VIEW
t

a-
00
�r
0
r1I
CL
Q
0
-0
rn
L
C
0
QS
C
z
N
U?
C
C
W
C
N
N
L
0
L
d
r)
ry
Q
z
Q
W
M
0
T
S
o_
v3
[n
a
J
Q
V)
I
a0
0
/
0
N
CL
d
/
Q
U
/
00
O
CV
0
U
J
a
Cal
to
i
SECTION
NOTES:
1, TEMPORARY DIVERSION: GENERALLY, USE AN EARTHEN DIVERSION WITH A DIKE
RIDGE TO DIRECT SURFACE RUNOFF INTO THE TEMPORARY SLOPE DRAIN, MAKE
THE HEIGHT OF THE RIDGE OVER THE DRAIN CONDUIT A MINIMUM OF 1.5 FEET
AND AT LEAST 6 INCHES HIGHER THAN THE ADJOINING RIDGE ON EITHER SIDE.
THE LOWEST POINT OF THE DIVERSION RIDGE SHOULD BE A MINIMUM OF I FOOT
ABOVE THE TOP OF THE DRAIN SO THAT DESIGN FLOW CAN FREELY ENTER THE
PIPE.
2. OUTLET PROTECTION: PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION.
3. MINIMUM OF 10 INCH PIPE OR GREATER BASED ON AREA OF DRAINAGE.
METAL POST
(TYPICAL)
STABILIZE
OUTLET
PLASTIC CORRUGATED PIPE
4' MINIMUM
LEVEL SECTION
f 125111
DIKE
SECTION VIEW
LAST • r DETAIL
NOVEMBER 0 -I1F
BY: JE
SCALE: NONE
T- SECTION
STANDARD T- SECTION
PLAN VIEW
�; I � � ;lit .;.� ; � ,�a I t �?I� ��� i .. ,�, I ��. '� I !!? 1►� � : � :
SECTION A-A
�..149II'�p
.x 7
a �
PERFORATED
COVER FOR
STORM
DRAINAGE
LAST REVISED: DETAIL
NOVEMBER 23, 2010 33-40-06
BY: J E
SCALE: NONE SHEET 1 OF 1
211 a'k d ,
5. In the event the minimum 3' -0" cover and minimum 2' -0" separation cannot be maintained, the Contractor may install the proposed water main over existing storm
drainage if approval from the State of North Carolina Department of Transportation is granted.
6. Water mains shall be laid at least 10' -0" laterally from existing or proposed sewers, unless local conditions or barriers prevent a 10' -0" lateral separation in which case:
a) The water main is laid in a separate trench, with the elevation of the bottom of the water main at least 18 inches above the top of the sewer or,
b) The water main is laid in the some trench as the sewer with the water main located at one side on the trench of undisturbed earth, and with the elevation
of the bottom of the water main at least 18 inches above the top of the sewer.
7. Whenever it is necessary for a water main to cross over a sewer, the water main should be laid at such and elevation that the bottom of the water main is at least 18
inches above the top of the sewer, unless local conditions or barriers prevent an 18 inch vertical separation - -in which case both water main and sewer shall be constructed
of ferrous materials and with the joints that are equivalent to water main standards for a distance of 10' -0" on each side of the point of crossing.
8. Whenever it is necessary for a water main to cross under a sewer, both the water main and the sewer shall be constructed of ferrous materials and with joints that are
equivalent to water main standards for a distance of 10' -0" on each side of the point of crossing. A section of water main pipe shall be centered at the point of
crossing.
9. Proposed water main installations under ALL existing driveways shall be bored when the proposed water main is less than 12 inched in diameter.
10, All existing driveway culverts that conflict with the proposed water main offset as shown on the plans shall be removed and replaced.
11. Driveways shall be restored to original or better condition immediately after completion of installation of water main across same.
12. All work necessary for the installation of the proposed water mains including those items called for in these notes and as shown in the project specifications shall be
included in the unit price bid for the appropriate water main item,
TRENCH EXCAVATION LIMITS
INTERNAL
DIAMETER
OF PIPE
W
WIDTH OF TRENCH
MAX
W =MIN
4 " -6"
3' -9"
2' -0„
8 " -10"
3' -9"
2' -2"
12"
3' -9"
O.D. +2'
14 " -16"
4' -2"
O.D. +2'
18'
4' -4"
Q.D. +2'
20 ",21"
4' -8"
O.D, +2'
24"
4' -11"
O.D. +2'
27"
5' -9"
O,D. +2'
30"
6' -7"
Q.D. +2'
36"
7' -4"
O,D, +2'
42"
8' -2"
O.D. +2'
48"
8' -9"
O.D. +2'
54"
9' -4"
O.D. +2'
60"
9' -10"
O,D. +2'
72"
11' -0"
Q.D. +2'
78"
11' -8"
O,D, +2'
84"
12' -0"
O.D. +2'
90"
12' -6"
O,D, +2'
96"
13' -0"
O.D. +2'
108°
14' -0"
O.D. +2'
DEPTH
OF
CUT
S
MAXIMUM PAVEMENT
REPLACEMENT WIDTH
0 -6'
S =W +4'
>6 -8'
S =W +8'
>8 -10'
S =W +12'
>10 -12'
S =W +16'
>12 -14'
S =W +20'
>14 -16'
S =W +24'
>16 -18'
S =W +28'
>18'
S =W +32'
W = TRENCH WIDTH AT BOTTOM OF
PIPE, TRENCH SIDE SLOPES SHALL
BE IN ACCORDANCE WITH OSHA
REQUIREMENTS.
N
ORIGINAL
GRADE -�
W -I
W
TOP OF PIPE.
COMPACTED '
COMPACTED
` BACKFILL
SELECT BACKFILL
BACKFILL
�® W _ I
MATERIAL NO
SELECT BACKFILL
MATERIAL LARGER
::. COMPACTED BACKFILL
THAN 2)
;
MATERIAL (NO
�- COMPACTED BACKFILL
STOP OF ROCK
�- SELECT BACKFILL
MATERIAL OR CRUSHED
STONE 1/8 PIPE O.D.
- BELOW PIPE (MIN. 6 ")
AND MIN. OF 12" OVER
NOTE: CONCRETE THRUST BLOCKS, - j - ;',^ SELECT BACKFILL
ARCHES, ENCASEMENTS, FLOWABLE CLASS B
FILL, ETC. SHALL BE FORMED a = i �� r ' f' /i j MATERIAL (NO MATERIAL
USING PLYWOOD OR SANDBAGS TO CONCRETE 6 MIN LARGER THAN 2 ")
PROVIDE REQ'D SHAPE. CONC.ENdASEMENTALL AROUND PIPE
SEE NOTE
LAST REVISED: DETAIL
°
ING NOVEMBER 23, 2010 1 ®
PIPE BEDD
Engineering BY: J �
lei, ')(;AI -F: NONE SKEET I OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE AS ACCURATE AS CURRENT RECORDS AND INFORMATION
ALLOW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UTILITIES
PRIOR TO CONSTRUCTION,
DRIVEWAYS SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION IMMEDIATELY UPON COMPLETION OF
INSTALLATION OF SEWER LINES ACROSS SAID DRIVEWAYS,
WHENEVER POSSIBLE, 10' -0" OF HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER AND
SEWER INSTALLATIONS,
WHENEVER IT IS IMPOSSIBLE TO MAINTAIN THE MINIMUM 10' -0" HORIZONTAL SEPARATION, A SECTION OF
DUCTILE IRON PIPE SHALL BE USED UNTIL THE MINIMUM HORIZONTAL SEPARATION HAS BEEN ACHIEVED.
WHENEVER IT IS NECESSARY FOR A SANITARY SEWER TO CROSS OVER OR UNDER A WATER LINE A MINIMUM
OF 18" VERTICAL SEPARATION MUST BE MAINTAINED. IF THIS CLEARANCE CANNOT BE MAINTAINED, A SECTION
OF DUCTILE IRON PIPE, MINIMUM OF 10' -0" EACH SIDE OF CROSSING, MUST BE INSERTED INTO THE SEWER
LINE.
MINIMUM OF 18" SHALL BE MAINTAINED WHENEVER A SANITARY SEWER LINE CROSSES ABOVE OR
BELOW ANY STORM DRAINAGE UNLESS OTHERWISE NOTED,
IN THE EVENT THE MINIMUM OF 18" CANNOT BE ACHIEVED ABOVE OR BELOW THE STORM DRAINAGE
THE CONTRACTOR SHALL CONTACT THE ENGINEER.
_.._... ®. _ _ - ._..... _ ....... _ - _ _.._..__... — -
,aF _
Y I
TOP OF PIPE.
W
COMPACTED
BACKFILL
�® W _ I
'
SELECT BACKFILL
::. COMPACTED BACKFILL
MATERIAL (NO
SELECT BACKFILL
i
MATERIAL LARGER
:
cv
r '�' *
/
" MATERIAL (NO MATERIAL
")
THAN 2 ")
,.,f
LARGER THAN 2
CRUSHED STONE TO A
CRUSHED STONE
�
VERTICAL HEIGHT OF 1/6
1/8 PIPE O.D. BELOW
PIPE O.D. ON SIDES OF
TYPE
PIPE (MIN. 6") AND UP
PIPE AND 1 /8 O.D.
W
TO PIPE MIDPOINT
W
BELOW PIPE (MIN 6 ")
COMP
CTED
COMPA
TED
BAN FILL
`,
'
BACK
ILL
6
:. SANDBAGS -
SANDBAGS
CONTR OPTION
rr
CONTR OPTION
-CLASS
B CONC
NOTE: CONCRETE THRUST BLOCKS, - j - ;',^ SELECT BACKFILL
ARCHES, ENCASEMENTS, FLOWABLE CLASS B
FILL, ETC. SHALL BE FORMED a = i �� r ' f' /i j MATERIAL (NO MATERIAL
USING PLYWOOD OR SANDBAGS TO CONCRETE 6 MIN LARGER THAN 2 ")
PROVIDE REQ'D SHAPE. CONC.ENdASEMENTALL AROUND PIPE
SEE NOTE
LAST REVISED: DETAIL
°
ING NOVEMBER 23, 2010 1 ®
PIPE BEDD
Engineering BY: J �
lei, ')(;AI -F: NONE SKEET I OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE AS ACCURATE AS CURRENT RECORDS AND INFORMATION
ALLOW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UTILITIES
PRIOR TO CONSTRUCTION,
DRIVEWAYS SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION IMMEDIATELY UPON COMPLETION OF
INSTALLATION OF SEWER LINES ACROSS SAID DRIVEWAYS,
WHENEVER POSSIBLE, 10' -0" OF HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER AND
SEWER INSTALLATIONS,
WHENEVER IT IS IMPOSSIBLE TO MAINTAIN THE MINIMUM 10' -0" HORIZONTAL SEPARATION, A SECTION OF
DUCTILE IRON PIPE SHALL BE USED UNTIL THE MINIMUM HORIZONTAL SEPARATION HAS BEEN ACHIEVED.
WHENEVER IT IS NECESSARY FOR A SANITARY SEWER TO CROSS OVER OR UNDER A WATER LINE A MINIMUM
OF 18" VERTICAL SEPARATION MUST BE MAINTAINED. IF THIS CLEARANCE CANNOT BE MAINTAINED, A SECTION
OF DUCTILE IRON PIPE, MINIMUM OF 10' -0" EACH SIDE OF CROSSING, MUST BE INSERTED INTO THE SEWER
LINE.
MINIMUM OF 18" SHALL BE MAINTAINED WHENEVER A SANITARY SEWER LINE CROSSES ABOVE OR
BELOW ANY STORM DRAINAGE UNLESS OTHERWISE NOTED,
IN THE EVENT THE MINIMUM OF 18" CANNOT BE ACHIEVED ABOVE OR BELOW THE STORM DRAINAGE
THE CONTRACTOR SHALL CONTACT THE ENGINEER.
_.._... ®. _ _ - ._..... _ ....... _ - _ _.._..__... — -
,aF _

cii
sr
N
n
CL
O
_0
cn
.c:
Q3
c:
cr
r
w
c-
a)
CD
vi
cl
cv
'�2
0
LN
U
00
0
18 SQUARE
VALVE BOX PAD -------------
xl
7 1/8"
< LL_ 2' x 2' x 6" CONCRETE PAD
METALLIC LOCATOR TAPE TO BE
TAMPED IN
-METALLIC
INSTALLED OVER ALL NON VALVE BOX COVER 6
?511
12 LAYERS
X PIPE 18" BELOW FINISHED GRADE. 5
#12 COPPER TRACER WIRE
ca (SEE SPECIFICATION SECTION 1502) ; /f \ �\ f f\/ • ; , f / \`f /% rf/ \ /i f f f �\\/ / ` % , < TAMPED IN
\.f 6 „ LAYERS UNDISTURBED EARTH
SPRING LINE X
75
77-7 f 4
f f�` f f f
HAUNCHING PIPE GRADE \wx'\ /x
<
4” BEDDING
-----------
\X\N�
'/X
FOUNDATION AS REQUIRED ff
N\/
X/
CD
�ffj;,: %f �/ �f //,�/ i f` f i f%, �f %iJ % - - - -- ';�j' ; f fjff �f �� ` "�Jf f�,f% �',��i
6 5/16"1
O.D. — 6 6 MINIMUM SIDE CLEARANCE
GATE VALVE
PIPE
NOTES:- — 12' 12 12"—MAXIMUM SIDE CLEARANCE 1 1/2"
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE
TAMPED BACKFILL CAST IRON VALVE BOX
OF THE SHORING AND BRACING.
2. STONE BEDDING SHALL BE REQUIRED FOR PVC MAINS WHERE UNSUITABLE SUBSURFACE CONDITIONS EXIST /8
AS DIRECTED BY THE ENGINEER.
;//a 11PA
Poll
3. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN THE INITIAL BACKFILL.
relF
4. ALL BACKFILL MATERIAL SHALL BE SELECT BACKFILL UNLESS SPECIFIED BY THE ENGINEER, ___lTpp
VALVE SUPPORT
LAST REVISED:
DETAIL
LAST REVISED:
I DETAIL
1
LAST R
NOVEMBER 23, 2010
TYPICAL BACKFILLING REQUIREMENTS AND
TRENCH BOTTOM DIMENSIONS
NOVEMBER 23, 2010
BY: JE
33-01-08A
VALVE BOX INSTALLATION & EXTENSION DETAIL
NOVEMBER 23, 2010
BY: J E
33-36-09
VALVE BOX
BY: J E
33-35-08
...... . . . . . . . . . . . . . . .. . ......................................
SCALE: NONE
SCALE: NONE
(41
SCALE: NONE