20160685 Ver 1_More Info Received_20160913

Strickland, Bev
From: Kim Williams <[e-mail]>
Sent: Tuesday, September 13, 2016 8:49 AM
To: Coburn, Chad; Policarpo, John N SAW
Subject: RE: Middleton Blvd; DWQ# 16-0685 & Action ID# SAW -2016-01384
Attachments: Wetland Impact Map rev 9-12-16.pdf, C-4 rev 9-12-16.pdf, C-5 rev 9-12-16.pdf
Hi John and Chad
In order to avoid having to get a formal 401 WQC from DWR and pay the application fee, Brunswick County has agreed
to avoid permanent wetland impacts by removing the fire hydrant from wetlands. Attached are the revised maps.
Total temporary impacts are to 0.30 acre of 404 wetlands.
Chad- do I need to send hard copies of this information to Jennifer?
Thanks!
Kim
From: Kim Williams
Sent: Monday, September 12, 2016 11:12 AM
To: 'Coburn, Chad' <[e-mail]>
Subject: RE: Middleton Blvd; DWQ# 16-0685
Hi Chad
The engineer spoke with Brunswick County and they will delete the hydrant to avoid permanent impacts. He plans to
send me revised drawings shortly.
Thanks!
Kim
From: Coburn, Chad [mailto:[e-mail]]
Sent: Monday, September 12, 2016 10:32 AM
To: Kim Williams <[e-mail]>
Subject: Re: Middleton Blvd; DWQ# 16-0685
Thanks, I'll wait to proceed
From: Kim Williams <[e-mail]>
Sent: Monday, September 12, 2016 10:03:22 AM
To: Coburn, Chad
Subject: RE: Middleton Blvd; DWQ# 16-0685
Thanks Chad! Sorry I missed your call. I'm glad I remembered to copy Jennifer on the additional info (although I don't
remember remembering O).
I just emailed the engineer to see how they want to proceed.

From: Coburn, Chad [mailto:[e-mail]]
Sent: Monday, September 12, 2016 10:01 AM
To: Kim Williams <[e-mail]>
Subject: RE: Middleton Blvd; DWQ# 16-0685
Thanks Kim. I spoke with Jennifer in Raleigh and we will need a fee and the updated pages of the PCN. If you can get
the permanent impact removed then nothing will be required.
From: Kim Williams [mailto:[e-mail]]
Sent: Monday, September 12, 2016 9:50 AM
To: Coburn, Chad <[e-mail]>
Subject: Middleton Blvd; DWQ# 16-0685
Hi Chad
Per our phone conversation this morning regarding the NWP 12 application we submitted for Middleton Blvd in
Brunswick County, I request that you place this application on hold until we can provide you with additional information
about the permanent wetland impacts proposed for the fire hydrant. I hope to have that information to you shortly.
Thanks!
Kim
Kim Williams I Environmental Scientist
Land Management Group, Inc I Environmental Consultants
Direct: 452-0001 x 1908 1 Cell: 910.471.5035 1 Fax: [phone]
3805 Wrightsville Ave., Suite 15 1 Wilmington, NC 28403
Email: [e-mail] I Website: www.lmgroup.net

WETLAND IMPACT "B"
2,561 SF
v M�IQM�CREED
v
EF MIDDLETON SR 1105
WATER MAIN IMPROVEMENTS
WETLAND IMPACT "E"
SND IMPACT "A" 1,570 SF
2,652 SF
f
WETLAND IMPACT "Dw
379 SF
WETLAND IMPACT 'C"
4,538 SF
PULL BACK AREA
HORIZONTAL
DIRECTIONAL
DRILL
WETLAND IMPACT "Hn
1,467 SF
f
Er- MECX.ETM
SR W5
TEMPORARY
WETLAND
IMPACT AREA
SQUARE
FEET
"AA
2,652
ABA
2,561
now
4,538
"D"
379
"EA
1,570
"HA
1,467
TOTAL
IMPACT
13,167
TEMPORARY
WETLAND IMPACT AREAS
SITE MAP 1

WETLAND IMPACT "A°
20' IMPACT — ---
CORRIDOR
(TYP) IN
2,652 SF — —
/EF Mev gFt ��5
w�
W—
_W
WETLAND IMPACT "B"
2,561 SF
v Nf M&CREED
v
EF MIDDLETON SR 1105
WATER MAIN IMPROVEMENTS
—W
W�
IN
"N
WETLAND IMPACT "Dn
379 SF
WETLAND IMPACT "Cn
4,538 SF
PULL BACK AREA
TEMPORARY
WETLAND
IMPACT AREA
SQUARE
FEET
"A„
2,652
"B'
2,561
°C°
4,538
°D°
379
°En
1,570
"H°
1,467
TOTAL
IMPACT
13,167
TEMPORARY
WETLAND IMPACT AREAS
SITE MAP 2

-w IN- W -
r
WETLAND IMI
1,570
PULL BACK AREA
20'IMPACT
CORRIDOR
(TYP)
EF MIDDLETON BLVD -
SR 1105
v McIQM&CREED
v
EF MIDDLETON SR 1105
WATER MAIN IMPROVEMENTS
- ,,y-.,vyy ,-- y�y.iy�v�y.y,yy y -V -y LyyyL yvvyyyyyy.y-y °Y.L,y-yvy,yyy-yLyy1y -yi yYyp.1yyyyy.Lyvvvyv.yyyvvyvyy-.,yyy
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DRILL y'yy v' yv. y"v' y yLyy'y"vy yyyv i y y y i y y"
TEMPORARY
WETLAND
IMPACT AREA
'Ar
SQUARE
FEET
2,652
"B"
2,561
"Cr
4,538
"D"
379
'E"
1,570
"Hr
1,467
TOTAL
IMPACT
13,167
•• • •• 20•
TEMPORARY
WETLAND IMPACT AREAS
SITE MAP 3

\ 20' IMPACT
\ \ CORRIDOR
(TYP)
HORIZONTAL
- _ \ DIRECTIONAL
` ` \ DRILL
HORIZONTAL
DIRECTIONAL
DRILL
Y. .y
WETLAND IMPACT "Hn \�
1,467 SF 'w\
•• • ••
■ ■ ■ ■ ■
v Nf M&CREED
v
EF MIDDLETON SR 1105
WATER MAIN IMPROVEMENTS
1
PULL
BACK
AREA
n
u
TEMPORARY
WETLAND
IMPACT AREA
SQUARE
FEET
'A'
2,652
"B„
2,561
°C°
4,538
'D'
379
"E"
1,570
°H"
1,467
TOTAL
IMPACT
13,167
TEMPORARY
WETLAND IMPACT AREAS
SITE MAP 4

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Ilk
1,996 LF 12" C-900 ASSEMBLY yy
FPVC INSTALLED BY (SEE DETAIL W-1 y y y MATC H L I N E STA 64+62 SEE SHEET C-5 y y 16" MJ PLUG
DIRECTIONAL DRILL ON SHEET 1 OF 5)''� y y W/ 2" TAP y
(SEE DETAIL WS -4 WETLANDS y 16 yx12 MJ TEE
- 16" BUTTERFLY VALVE
ON SHEET 2 of 7) y y
y
y y y y y y y y WETLANDS y y
56+00
DESCRIPTIONS
REMSIONS
57+00
58+00
SEAL
59+00
60+00
61+00
62+00
A,
ek4�*`�NFI<B4&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
63+00
64+00
70
50
40
30
65+00
NN
ICK
BRUNSWICK COUNTY
a NORTH CAROLINA
ll
�h�OgTH CA��`t
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
EF MIDDLETON SR 1105
AND SEAFIELD DR
WATER MAIN IMPROVEMENTS
16" WATER MAIN PLAN AND PROFILE
STA 55+00 TO STA 64+62
5' 0 5' 10'
SCALE: 1"=5' (Vert.)
DATE:
JUNE 2016
MCE PROJ. #
00069-0043
DRAWN
JPV
DESIGNED
AWB
CHECKED
AWB
PROD. MGR.
AWB
AT
HL
NE
STA
64+62
EE
SHEET
—5
GROUND
_T
3' MIN
rovIFIR
ALVE
I I
16"x1
MJTEE
"
1,S96
LF
12" C-900
FIR
ASSEMBLY
HYDRANT
P
OPO
ED
611 FIC
12"
VA LV
ATE
FPC
DIRECTIONAL
INSTALLED
D
BY
ILL
(SEE
ON
DETAIL
SHEET
Wr3_1+1
2 of
7)
56+00
DESCRIPTIONS
REMSIONS
57+00
58+00
SEAL
59+00
60+00
61+00
62+00
A,
ek4�*`�NFI<B4&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
63+00
64+00
70
50
40
30
65+00
NN
ICK
BRUNSWICK COUNTY
a NORTH CAROLINA
ll
�h�OgTH CA��`t
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
EF MIDDLETON SR 1105
AND SEAFIELD DR
WATER MAIN IMPROVEMENTS
16" WATER MAIN PLAN AND PROFILE
STA 55+00 TO STA 64+62
5' 0 5' 10'
SCALE: 1"=5' (Vert.)
DATE:
JUNE 2016
MCE PROJ. #
00069-0043
DRAWN
JPV
DESIGNED
AWB
CHECKED
AWB
PROD. MGR.
AWB
SCALE
HORIZONTAL:
1"=50'
VERTICAL:
1"=5'
M&C FILE NUMBER
DRAWING NUMBER
C-4
STATUS: ISSUED FOR PERMITTING REVISION

• r
I
I
O I
MATC H L I N E STA 64+62 SEE SHEET C-4
I END PROPO
ALUMINUM PVC C-900
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III I I I I S L I EASEMENT END ALUMINUM
I I I I loll I I AREA RETAINING WALL STA 76
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w V,I I I I I�� FENCE (TYP) 643 LF 12" C-900 C-900 WATER MAIN I HYDRANEXISTINTFIRE
L 01 (0 I j i I II 1111 END ALUMINUM FPVC INSTALLED BY I EXISTING 12"
I RETAINING WALL 10' OFF DIRECTIONAL DRILL WATER MAIN
III (SEE DETAIL WS -4
12" GATE
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`V, I I I I I IIII + z RETAINING o VALVE I I R/W 75+90 7+00
15 x15 WALL 74+00 w W Ay /
— _
U p C
W BORE PIT 116 +00 ����\fi+ 0 67+00 0 — 68+ 71+00 72+00 w ww w w
- _ �_ — + _ 70+00
_
_ — _ _ - --- ----_ _ W — w-__ �(� LOC—
v- v- V• y - E E FO F Y-- F F, / LOCE- lNG 12"
� V` Y I I I 20' OFF OOl 0 = FO FO \ a FO _L`6� VAL V
I E PLUG/CAP
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I/ / VALVE (ASPHALT)
WE�
WETLANDS
I,`
W 1 FIRE HYDRANT LIMITS OF CLEARING — — — —
w V,/ / ASSEMBLY — —
I /o —
, V. W N. � 15"�cP(SEE DETAIL W
50� m m i
iY9V 5s. s ON SHEET 1 OF 5)
w / z z z REMOVE EXISTING PLUG/CAP
V" """" w(OR BLOW—OFF ASSEMBLY)
W CONSERVATION AND CONNECT NEW 12" WATER MAIN
w w EASEMENT TO EXISTING 12" WATER MAIN
AREA
I I I
:•
70
.•
50
40
64+00
65+00
D �
REVISIONSDESCRIPTIONS
66+00
SEAL
67+00
68+00
69+00
70+00
v
vNFI<B4 & CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
71+00
72+00
73+00
NN
ICK
BRUNSWICK COUNTY
a NORTH CAROLINA
ll
�h�OgTH CA��`t
74+00
70
50
40
75+00 76+00 76+50
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
EF MIDDLETON SR 1105
AND SEAFIELD DR
WATER MAIN IMPROVEMENTS
12" WATER MAIN PLAN AND PROFILE
64+62 TO 76+27
REMOVE EXISTING PLUG/CAP
(OR BLOW—OFF ASSEMBLY)
AND CONNECT NEW 12" WATER MAIN
TO EXISTING 12" WATER MAIN
5' 0 5' 10'
SCALE: 1"=5' (Vert.)
DATE:
JUNE 2016
MCE PROJ. #
00069-0043
DRAWN
JPV
DESIGNED
AWB
CHECKED
AWB
PROD. MGR.
AWB
MATCHLIN
ESA
64+62
SEE
SHEET
C-4
HORIZONTAL
DIRECTI
NAL DRILL
(PEE
DETAIL
S-4 ON
SHEET
2
Of 7)
EF M
SR 1
DLET
05 A
N BLD
PHAL
XISTIN
EXISTING
2" CAfP
EXISTING
EX
STING
EXIS
42"
lNG
MP
8" CM
EXIST
42"
NG
MP
(PROD
CTED
GR
UND
C
ARI TY
—
—
—
3'
MIN
_
I
THEORETICAL
1:1"
I
I
I
0' MI
OVER
1
I
MIN
60" MIN
0" MIN
0" MIN
OVER
COVER
I
I
I
COVER
COVER
rz�I
12"
GATE
I
I
VALVE
\__643
FIRE HYDRANT
ASSEMBLY
LF 12" C-900
FPVC INSTALLED BY
DIRECTIONAL DRILL
65+00
D �
REVISIONSDESCRIPTIONS
66+00
SEAL
67+00
68+00
69+00
70+00
v
vNFI<B4 & CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
71+00
72+00
73+00
NN
ICK
BRUNSWICK COUNTY
a NORTH CAROLINA
ll
�h�OgTH CA��`t
74+00
70
50
40
75+00 76+00 76+50
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
EF MIDDLETON SR 1105
AND SEAFIELD DR
WATER MAIN IMPROVEMENTS
12" WATER MAIN PLAN AND PROFILE
64+62 TO 76+27
REMOVE EXISTING PLUG/CAP
(OR BLOW—OFF ASSEMBLY)
AND CONNECT NEW 12" WATER MAIN
TO EXISTING 12" WATER MAIN
5' 0 5' 10'
SCALE: 1"=5' (Vert.)
DATE:
JUNE 2016
MCE PROJ. #
00069-0043
DRAWN
JPV
DESIGNED
AWB
CHECKED
AWB
PROD. MGR.
AWB
SCALE
HORIZONTAL:
1"=50'
VERTICAL:
1"=5'
M&C FILE NUMBER
DRAWING NUMBER
C-5
STATUS: ISSUED FOR PERMITTING REVISION