HomeMy WebLinkAbout20201077 Ver 1_More Info Received_20210309Strickland, Bev
From: Jason Steele <Jason.Steele@freese.com>
Sent: Tuesday, March 9, 2021 4:10 PM
To: David.E.Bailey2@usace.army.mil
Cc: Homewood, Sue
Subject: [External] RE: Nationwide Permit 12; Registers Creek Pump Station and Force Main -
City of High Point, Guilford County; SAW-2020-00682
Attachments: Updated Plan Sheets_March2021.pdf; USACE-Sheet 3.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Hi David,
Per previous correspondence between Chris Belk (FNI project design engineer) and USACE, please find the modified plan
set and permit sketches for the Registers Creek Forcemain. The City has elected to replace the existing forcemain along
the south side of the Deep River bridge instead of HDD under the buffer area. This area is also within the NCDOT right of
way. We will coffer dam the creek and remove half the existing pipe and replace it with the new pipe. Once installed, we
will coffer dam from the opposite bank in order to replace the remaining portion of the pipe. In order to protect the pipe
we will encase it concrete, as was done with the existing line. Until the new line is in service we will bypass the portion
of the pipeline within the buffer via a HDPE line that is connected outside the buffer and will be laid across the bridge.
I have attached the affected sheets (same as before, sheets PP-4 through PP-6), and the amended sheet from the permit
sketches. If you would like the entire plan set let me know and I will set up an FTP for you (it's 216 MB).
Please let me know if there are any questions, or if anything needs clarification.
Best Regards,
Jason Steele, PhD, PWS
Environmental Scientist
Freese and Nichols, Inc.
531 N. Liberty St.
Winston-Salem, NC 27101
(540) 449-2837 (mobile)
www.freese.com
1
From: Bailey, David E CIV USARMY CESAW (USA) <David.E.Bailey2@usace.army.mil>
Sent: Friday, February 5, 2021 9:01 AM
To: Jason Steele <Jason.Steele@freese.com>; carl.hicks@highpointnc.gov
Cc: Homewood, Sue (sue.homewood@ncdenr.gov) <sue.homewood@ncdenr.gov>
Subject: Nationwide Permit 12; Registers Creek Pump Station and Force Main - City of High Point, Guilford County; SAW-
2020-00682
This is an email from an EXTERNAL source. DO NOT click links or open attachments without positive sender verification of
purpose. Never enter USERNAME, PASSWORD or sensitive information on linked pages from this email.
All,
Please see the attached Nationwide Permit 12 verification, including permitted plans, Special Conditions, and terms and
conditions, for the above referenced project. Please let me know if you have any questions or would like a hard copy
mailed to you.
Sincerely,
Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: (919) 554-4884, Ext. 30.
Fax: (919) 562-0421
Email: David.E.Bailey2@usace.army.mil
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: http://corpsmapu.usace.army.mil/cm apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.
This electronic mail message is intended exclusively for the individual or entity to which it is addressed. This
message, together with any attachment, may contain the sender's organization's confidential and privileged
information. The recipient is hereby notified to treat the information as confidential and privileged and to not
disclose or use the information except as authorized by sender's organization. Any unauthorized review,
printing, retention, copying, disclosure, distribution, retransmission, dissemination or other use of, or taking of
any action in reliance upon, this information by persons or entities other than the intended recipient is
prohibited. If you received this message in error, please immediately contact the sender by reply email and
delete all copies of the material from any computer. Thank you for your cooperation.
2
DocuSign Envelope ID: 642661D3-5374-4E3E-8E42-6F92AAA148F3
00
r-I
1-
2
L
z
J
U
s 0000
I— a i
c I
N
J O
MGM
N Z
aJ
p as c n
in
U N
ai�J
LC
N
00
N
0
DO
a)
PP, TYP.
SEE NOTE 2
STA 41+51
INSTALL:
1-2" CAV
TYPE A
TANYA R. COOK
DB 3922 PG 2105
PB 87, PG. 102
PIN 7830-04-5254
4162 KIVETT DR
765
WESLEY HUGHES
HELEN HUGHES
DB 3518 PG 1030
PIN 7830-04-6808
4169 KIVETT DR
TREE/SHRUBS TO BE
PERMANENTLY REMOVED
GRAVEL
EX. 12" SANITARY SEWER ' 1
ROBERT HENRY
LACKEY
DB 3434 PG 206
PIN 7830-04-6499
4170 KIVETT DR
Js
NEW 12' GATE
JB
TOP: 745.44'
IN(NW):733.09'
OUT(S):732.69'
REMOVE EXISTING
CHAIN LINK FENCE
SEE NOTE 1
VIRGIL M. JOHNSON
MABEL M. JOHNSON
DB 2562 PG 529
PIN 7830-04-9829
4171 KIVETT DR
NEW CHAIN
LINK FENCE
SEE NOTE 1
/
7
PP, TYP.
SEE NOTE 2
L
/
JETTY LYN HAZELTON
WANDA LYNN
HAZELTON
DB 8152 PG 2203
PB 155, PG. 84
PIN 7830-14-1991
4173 KIVETT DR
18" EPDXY LINED
DI FM, CL350
KIVETT DRIVE - SR 1113
O VARIABLE PUBLIC R/W
/4Q-/
KOK KHENG LIM
DB 6107 PG 2042
PIN 7830-14-3348
4180 KIVETT DR
KOK KHENG LIM
DB 6107 PG 2042
PIN 7830-14-5716
4184 KIVETT DR
PIEDMONT TRIAD
REGIONAL WATER
AUTHORITY
DB 5136, PG. 185
PIN 7830-14-3948
4175 KIVETT DR
N
RIM: 721.41'
SEALED MANHOLE
TEMPORARY 12" DR 11 HDPE
BYPASS DISCHARGE,
SEE NOTE 5.
B-7
STA 49+57
TEMPORARY CONNECTION
TO EXISTING MANHOLE
CAUTION!!!
EXISTING UNDERGROUND AND
OVERHEAD UTILITIES IN THE
AREA. CALL NC 811 A MIN. OF 3
DAYS PRIOR TO EXCAVATION.
..
(5,
STA 51+43 \
— EX. 16" W L tp kt
iii 2j
/ 18" 90° BEND, MJ
9+0 41 -llitar 50+00 Ihk.4.4g
' Art1 M Rh WI I k 1,1;t- - - 4411:11-
-Nom,_ lim
STA AHEAD = 51+21.20 0
STA BACK = 50+77.88llit , , *
IL
AfribloolliSliell � ,® — �;7
. EX. PVC
is'illit.,-., 12" FM
*01\
0
50'
100'
SCALE IN FEET
HORIZONTAL
0 5'
10'
INSTALL 18" DI FM
VIA JACK AND BORE
STA 51+97
18" 45° BEND, MJ
STA 52+00
18" 45° BEND, MJ
STA 52+35
18" 45° BEND, MJ
765
STA 52+48
18" 45°
BEND, MJ
725
18" EPDXY
LINED DI FM,
CL350
SEE NOTE 6
SCALE IN FEET
VERTICAL
7 -L
oA,
2,
mod)
V
NOTES:
1. CONTRACTOR SHALL REMOVE
EXISTING 42" CHAIN LINK FENCE
AND BASE AND INSTALL NEW 42"
CHAIN LINK FENCE AND GATE
ALONG EASEMENT BOUNDARY.
2. CONTRACTOR TO COORDINATE
STABILIZATION OF POWER POLES,
AS REQUIRED WITH DUKE ENERGY.
CONTACT FELICIA WRIGHT,
336-971-1997. CONTACT AT
LEAST ONE MONTH IN ADVANCE.
3. PIPELINE TO BE LAID ON
CONSTANT GRADE (UP OR DOWN)
TO AVOID HIGH SPOTS BETWEEN
AIR RELEASE VALVES. MINIMUM
FOUR (4.0) FEET OF COVER
UNLESS SHOWN OTHERWISE.
4. CONTRACTOR SHALL DIG TEST PIT
AS NECESSARY TO LOCATE
EXISTING GRAVITY SEWER
5. TEMPORARY HDPE PIPING SHALL
BE RUN ALONG THE GUTTER OF
THE BRIDGE AND SECURED ALONG
THE ENTIRE LENGTH.
6. REMOVE EXISTING 12" FORCE MAIN
AND INSTALL PROPOSED 18" DI
FM IN SAME TRENCH FROM STA
52+48 TO STA 60+14. SEE
4/DT-6 FOR ORIGINAL DESIGN.
725
760
rl1- 2" CAV ASSEMBLY
TYPE A
(DETAIL 1/DT-5)
760
720
EXISTING GROUND
\
STA 41+50
720
755
\\
755
zr=
-w
715
o-
N
U
EXISTING GROUND
SLOPE
1- II
STA 45+35
EX 36" STORM [
IIIII II
/
\.
UP-
y/
N `
715
J
J
750
750
'n
- Q1
- N
710
/ f`
O
O
N -1
\
H
X H
>G I—
X
KIVETT
710
Li)
w
w ,.,,
w
745
745
RIGHT-OF-WAY
705
18" EPDXY LINED
/4' MIN
COVER
705
/ /
740
DI FM, CL350
\
740
I
,
N
700
1
,
\ `
1
\\
44 LF 30"
CASING
rn
, ,
VIA JACK
AND BORE
\
\
700
+
735
735
o
Ln
695
\
a
- �Al
C/)
K I-1
Z =
695
zLu
1 1
-A BACK 50+77.88
co
730
\
730
N
_
690
co
+
18" EPDXY LINED
U
��N
0
DI FM, CL350
N.
690
w
725
N
N
725
a
685
\
a
\ �, ✓ N
1-in
c~i)
1
685
ALED SS
1 1 1
END RJ
i`_
-\
720
720
680
NN
680
..
675
715
ti
715
N.
NN
675
STA 51+69
EXIST. 8" SS
FIELD VERIFY
SEE NOTE 4
I I I I I
710
670
710
670
40+00
41+00
42+00
43+00
44+00
45+00
46+00
47+00
48+00
49+00
49+50
49+50
50+00
52+00
53+00
Freese and Nichol
LO
L
OD
U C
13.0
112
110
CU
<13
c
0)
c
3
s
0
z
o`o u O 11111
•
e�•;o�SS Ip•�'•y
a -
- SEAL r."•
•
028398
2Cf45D...
O
N
z
J
0
cc
U
z
0
�z
c�a
~G
0D
e
U
=W
W o
>- CC LL
buo
�z
a
W
(Cr)
W
DC
O
O
W
rn
L
o<
CCI—
(1)
g o
0z1—
<c O
z+
F&N JOB NO.
HPT19570
N
O
N
cc
a
2
w
0
0
J
2
0
w
z
0
z
0
0
cc
m
U
0
w
0
=
0
w
1-
0
FILE NAME
CV-PLAN-SHTS01.dwg
Ln
Ln
z
SHEET
PP-4
FINAL DRAWINGS
ISSUED FOR BID
SEQ.
Plot Date: 3/2/2021 12:42 PM Plot By: 02876
Filename: N:\WTU\Drawings\CV-PLAN-SHTS01.dwg
DocuSign Envelope ID: 642661D3-5374-4E3E-8E42-6F92AAA148F3
LC
N
00
N
0
DO
a)
PIEDMONT TRIAD
REGIONAL WATER
AUTHORITY
DB 5136, PG. 185
PIN 7830-14-3948
4175 KIVETT DR
PIEDMONT TRIAD
REGIONAL WATER
AUTHORITY
DB 5038 PG 1601
PIN 7830-05-3596
4181 KIVETT DR
TEMPORARY 12" DR 11 HDPE '�/'�i iv n
6 KIVETT DRIVE - SR
BYPASS DISCHARGE, in
irtVIR_ IABLE PUBLIC RIWDPROJECT 8.2490115
U SEE NOTE 4 AND NOTE 5. �vw---_AfikAii.,,,„.„,,o,.....___-----..-QN-Leiw*,--:,r.--,,,,v...-.,----awaa-mi.....•mtea-.—..,d.itoP,..-..,.i-‘w&.-t._a , 4:741".' -- -
:4, 57+00
^-1A-vokitiiadloftise,,...m*mtewinialoo.......:71:747::
STA 54 40 _�4Ihni
-11.-
_^�
U� s 6°° 18" 11.25 BEND MJ 18 EPDXY 4;;If
W f LINED DI FM, CL 350
SEE NOTE 5
P.T.R.W.A.
\ DB 5038, PG.
1601
OK KHENG LIM
B 6107 PG 2042 \
710
N
20' UTILITY
EASEMENT
DB 6147, PG.
440
PIEDMONT TRIAD
REGIONAL WATER
AUTHORITY
DB 4249, PG. 1591
PIN 7830-11-5243
4164 KIVETT DR
CAUTION!!!
EXISTING UNDERGROUND AND
OVERHEAD UTILITIES IN THE
AREA. CALL NC 811 A MIN. OF 3
DAYS PRIOR TO EXCAVATION.
INSTALL:
HYDRA -STOP HSF
250 LINE STOP OR
APPROVED EQUAL
LINDA H. UNGER
DB 1516 PG 365
PIN 7830-16-0367
4203 KIVETT DR
STA AHEAD = 61+50.00
STA BACK = 63+06.06
EX. 12" PVC FM
TO BE ABANDONED IN PLACE
TEMPORARY CONNECTION
2' OF 12" DIP
12" RESTRAINED
TRANSITION COUPLE
(DI TO HDPE)
INSTALL:
12" X 12" FULL BODY
TAPPING SLEEVE WITH
12" GATE VALVE
TEMPORARY STREAM CROSSING
VIA PUMP AROUND DIVERSION
(SEE DETAIL 1/ER-12)
PIEDMONT TRIAD
REGIONAL WATER
AUTHORITY
DB 5038 PG 1601
PIN 7830-05-3596
4181 KIVETT DR
/
TERRI M. HOLTON
CAMERON
& MARTHA J.
HOLTON
DB 3201 PG 244
PIN 7830-34-0612
4238 KIVETT DR
PIEDMONT TRIAD
REGIONAL WATER
AUTHORITY
DB 3938 PG 1339
PIN 7830-24-3806
4196 KIVETT DR
PERENNIAL STREAM
0
50'
W
100'
SCALE IN FEET
HORIZONTAL
0 5'
10'
SCALE IN FEET
VERTICAL
NOTES:
1. CONTRACTOR TO COORDINATE
STABILIZATION OF POWER POLE,
AS REQUIRED WITH DUKE
ENERGY. CONTACT FELICIA
WRIGHT, 336-971-1997.
CONTACT AT LEAST ONE MONTH
IN ADVANCE.
2. DEEP RIVER CROSSING SHALL
BE INSTALLED AS OPEN -CUT
DUE TO THE POTENTIAL TO
ENCOUNTER BOULDERS.
CONTRACTOR MAY USE A
COFFER DAM TO FACILITATE
INSTALLATION SEE DETAIL
6/DT-5.
PIPELINE TO BE LAID ON
CONSTANT GRADE (UP OR
DOWN) TO AVOID HIGH SPOTS
BETWEEN AIR RELEASE VALVES.
MINIMUM FOUR (4.0) FEET OF
COVER UNLESS SHOWN
OTHERWISE.
4. TEMPORARY HDPE PIPING
SHALL BE RUN ALONG THE
GUTTER OF THE BRIDGE AND
SECURED ALONG THE ENTIRE
LENGTH.
5. REMOVE EXISTING 12" FORCE
MAIN AND INSTALL PROPOSED
18" DI FM IN SAME TRENCH
FROM STA 52+48 TO STA
60+14. SEE 4/DT-6 FOR
ORIGINAL DESIGN.
710
REMOVE AND
REPLACE
EXIST. 12" FORCE
MAIN WITH
KIVETT DRIVE
EXISTING GROUND
18" EPDXY LINED
DI FM, CL350
-
60'
705
705
IN SAME TRENCH
RIGHT-OF-WAY
SEE NOTE 5
1- 2" CAV A
TYPE B
(DETAIL 2/[
.,
0
o
``-,-
,/ '--
/,
700
/
- , \
/ /
700
N
/
1
\
\
STREAM
BANK
I'I
2+65
STABILIZATION,
TYP.
/
�-+
`-1-
r
695
695
�
\
\
\
\
\\
ID RJ STA 58+I64I
35 30�� CASING
��
LF
VIA JACK AND BORE
—
SEE DETAIL
7/ ER-11
`/
I
KAII1 D I CTA CC . C
—
ENDI RJI STA 6
,/
W.S.E. ELEVATION
N RJ STA 58+Z
i
/
ON 3/6/2020:
/
681.5
690
BEGIN RJ STA 54+33
I I I I
END RJ STA 54+47
_
/
690
s
/ /
STA 59+30
18" 11.25° BEND, I\
-1 W
7 m
END RJ STA 61+45
-
685
"
18" EPDXY LINED
N
7.
Ju
685
DI FM, CLASS 350
N
L.,
;
\
//
STA 55-
N
r_,
...,‘
LF CONCRETE
680
z—Iz.
z
m
u,`
w
0 mo
_WO
,
ENCASEMENT
18" EPDXY LINED
w m
\
m
w
�'
m
DI FM, CLASS 350
m-�'1'
, ;
` IX
/
cr)
n
+
/
Lo
,i u
°
675
675
W
:
:,
/
H
00 a
0
0 0
STREAM BANK
_`
`�)
z
w
z Q
w
STABILIZATION, TYP.
V
`
/ ,
\ -
Ce
m
m -,
LF CONCRETE
SEE DETAIL 7/ ER-11
`
\
—/164
3rn
N
+
N ce
670
`
z
_i'
ENCASEMENT
m
z
670
.tr
LU
O
'
r I
BEGIN RJ
STA 56+59
_,,,c ,,±
665
o,,'
665
I
56+70
`Lin
I
N
z 1—
o W (C)
N
+
N
c-I 0
111
c-I C
660
N00m
�OOm
660
53+00
54+00
55+00
56+00
57+00
58+00
59+00
60+00
61+00
62+00
63+00
62+00
63+00
64+00
65+00
Freese and Nichol
E
u-
on
U c
- ai
LU
c
c
0)
0
v
c
rts
'5
z
,011111111111
a m
SEAL
028398
‘::N/GIWaW
ii!Awed by:
s ft,Ck
‘`.---16181DBB85C245D...
3/3/2021
531 N. LIBERTY ST.
1-
0
z
w
J
z
0
1—
z
O
N
z
J
0
U
N
0
0
M
m
w
z
0
z
0
�z
eor
HS G
O D
CL
e
0� V
= w °C
oc LL
buo
�z
a
w
LLJ
O
O
W
Lf)
LLLO
0<
CC I—
p0
zI—
a0
0
z+
aM
Ln
�<
0
z
0
z
HPT19570
O
cc
2
1-
J
2
0
z
0
LL
z
o'
0
0
W
cc
0
Lu
Lu
0
0
1-
FILE NAME
CV-PLAN-SHTS01.dwg
0
7, O
.L .c i6
• v
O 0
O 0 gm
U - 0
O O f6
N
4J
• ai
O E-c
1 �.L
0o -0
0
SHEET
PP-5
FINAL DRAWINGS
ISSUED FOR BID
SEQ.
Plot Date: 3/2/2021 12:42 PM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTSO1.dwg
DocuSign Envelope ID: 642661D3-5374-4E3E-8E42-6F92AAA148F3
y
TERRI M. HOLTON
CAMERON
& MARTHA J.
HOLTON
DB 3201 PG 244
PIN 7830-34-0612
4238 KIVETT DR
k
STA 70+20 Vir.
q
INSTALL:
1-2" CAV
TYPEB 4171
� o , if /
411111111h.--6-t►� ��► 73+00�
����� __a. tee,._ �` - _ EX. 17.5 UTILITY EASEMENT DB 6985, PG. 790
_� Am -
TERRI M. HOLTON
CAMERON
& MARTHA J.
HOLTON
DB 3201 PG 244
PIN 7830-34-0612
4238 KIVETT DR
TEMPORARY STREAM CROSSING
VIA PUMP AROUND DIVERSION
(SEE DETAIL 1/ER-12)
TERRI M. HOLTON
CAMERON
& MARTHA J. HOLTON
DB 3201 PG 244
PIN 7830-34-0612
4238 KIVETT DR
18"RCP: 736.39'
JIC V
EX. 12" PVC FM
TO BE ABANDONED IN PLACE
RICHARD DEAN
CAMERON JR
TERRI H. CAMERON
DB 3757 PG 1891
PIN 7830-35-3811
4238 KIVETT DR
CAUTION!!!
EXISTING UNDERGROUND AND
OVERHEAD UTILITIES IN THE
AREA. CALL NC 811 A MIN. OF 3
DAYS PRIOR TO EXCAVATION.
0
NOTES:
CONTRACTOR TO
COORDINATE
STABILIZATION OF
POWER POLE, AS
REQUIRED WITH
DUKE ENERGY.
CONTACT FELICIA
WRIGHT,
336-971 -1997.
CONTACT AT
LEAST ONE
MONTH IN
ADVANCE.
PIPELINE TO BE
LAID ON
CONSTANT GRADE
(UP OR DOWN)
TO AVOID HIGH
SPOTS BETWEEN
AIR RELEASE
VALVES. MINIMUM
FOUR (4.0) FEET
OF COVER
UNLESS SHOWN
OTHERWISE,
50'
100'
0
SCALE IN FEET
HORIZONTAL
5'
10'
SCALE IN FEET
VERTICAL
745
745
790
'
790
785
/
_
m
/
/'
740
/
740
STREAM
BANK
�/
/
785
o
cv
< o
N
STABILIZATION,
TYP.
/
+
<
SEE
DETAIL 7/ ER-11
/
780
a
co-
N a w
/
J
/
735
735
/
/
��>-o
,,
7
.. 7
..�
780
r_
/
.
\
/
/
/
/
/
775
. /
►
/ /
/
730
,/
/
730
,
,
,,
/
/
/
//0
6//
EXISTING GROUND
4' MIN
COVER
775
770
z w
/
s
l
v
/
>
/
/
'OF ill
/
725
o / .,
�'�
`�
G,0
z w/
725
`
\
/ /
/ r
EXISTING GROUND
♦
M 0
770
�/
765
//
^ /�,A
3 I N RJ STA 70+61
/J
720
/
720
oQ`''
/
/
//
765
7
5�
18' EPDXY LINED
DI FM, CL350
o
760
/
_ / ^
/
715
J/
_
715
/
/
/
/
��
_
m
760
/ /
+�
755
/�
,/
a
Ni W
710
710
/
N RJ STA 67+43
//
N
//
18" EPDXY LINED
DI FM, CL350
755
/
/
/
/
750
/
/
/
/
705
/
/
705
/
r
/
/
3
/
750
/
m
/
745
i-,\
,J
`/
//
700
700
/7/^
1
745
740
695
695
740
735
692
692
735
65+00
66+00
67+00
68+00
69+00
70+00
71+00
72+00
73+00
73+00
74+00
75+00
76+00
77+00
78+00
78+50
Freese and Nichol
m
E
U •C
c
v
LU
CU
OJ
50
50
0
0
z
®%•®,0 CA/ ie
® �; S //: �-7
• SEAL r-'
028398
-
®®®, ✓n�b�yed hy:
317.i, zr 5f245D...
O
N
z
J
0
U
U
Nw
1Dw
ocn W
I's CC
lD
M
M
W
zm
0 W
z
z
0 ~2 2
a D
L1J
U
Lu
`mow O
>- >- LL
~U p
U
tr)z
a
uJ
LIJ
cc
F&N JOB NO.
HPT19570
c-I
N
O
N
cc
2
Lu
F
0
J
2
0
w
z
w
z
0
0Lu
50
m
U
0
w
Lu
0
0
Lu
a
0
FILE NAME
CV-PLAN-SHTS01.dwg
>co
-
0
7, O
c_c•
U N
'L .c ('
0
C C
0 0 "n
-C . •�
U O -0
C C f6
0 •��
�(C
CO -0
w
O
z
SHEET
PP-6
FINAL DRAWINGS
ISSUED FOR BID
SEQ.
Plot Date: 3/2/2021 1:14 PM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTSO1.dwg
ACAD Rel: 23.0s (LMS Tech)
Filename: N:\WTU\Drawings\Permitting Set\CV-PLAN-SHTS01.dwg
Last Saved: 2/25/2021 1:32 PM Saved By: 02876
[Aid 917:7i 1707/7/F
-c
eueN 9L270:A91
z
c
5
CfQ
LA
-c
ro
P'TOSIHS-Nv1d-AJ\leS 2u1
00
AND
Am
Zig
▪ 111
m
G)
O m
m
D • m
m
Z T
-0__
O -o
G N z
mrn D i
mn —
ZO
N Z
Z
1
BZ DEEP RIVER
BUFFER ZONE
STREAM E
NO IMPACT,
REPLACEMENT OF `ez
EXISTING FM
...�" :12/06,4, - iieltwaPoStow43,1,:011:0:...1,..6e7-*/* -
fig. +�-. ��.�. �.��'�ii�'�'�i
11110
REPLACE
EXISTING
12" FM WITH
18" DIP FM
B6 ZONE 2
STREAM E
NO IMPACT
REPLACEMENT OF
EXISTING FM
B5 ZONE 1
STREAM E
NO IMPACT,
REPLACEMENT OF
EXISTING FM
NCDOT ROW
S3 STREAM E
NO IMPACT,
REPLACEMENT OF
EXISTING FM
i°
I
n
z
a
H
0
BUFFER
IMPACT
STREAM ID
IMPACT
DURATION
ZONE I
IMPACT (SF)
ZONE 2
IMPACT (SF)
STREAM
IMPACT
STREAM ID
IMPACT
DURATION
AVERAGE
STREAM WIDTH (FT)
IMPACT
LENGTH (LF)
AREA OF
IMPACT (SF)
B5
E
NO IMPACT
N/A
N/A
S3
E
NO IMPACT
N/A
N/A
N/A
B6
E
NO IMPACT
N/A
N/A
DEEP RIVER
IMPACT
STREAM ID
IMPACT
DURATION
ZONE
IMPACT (SF)
BZ
E
NO IMPACT
N/A
BZ
E
NO IMPACT
N/A
40' 80'
1 60'
SCALE IN FEET
—R
BZ
BZ 1
BZ 2
LOD
V 7 7 7 c
DEEP RIVER BUFFER ZONE
STREAM BUFFER ZONE 1
STREAM BUFFER ZONE 2
TOP OF BANK
LIMIT OF DISTURBANCE
PROPERTY LINE
ZONE 1 ALLOWABLE
ZONE 2 ALLOWABLE IMPACT
STREAM IMPACT
DEEP RIVER BUFFER
Freese and Nichols, Inc.
North Carolina Registered Engineering Firm C-3916
ISSUED FOR PERMIT
J