20200759 Ver 1_Impact Maps_20200717

S
SSS
S CC
E
E ED DDE
FOBS
SSS SSSSECHH
FOB
FOB
FOB
FOB
FOB FOB
W
X X X
XXXC
C
CC
D
D
D
DD
E
EE
EE
E
SPGSSS
S
S
SSS
S
SSS
SSSSD
D
T
E
ECHHCHH
CHH
CHH
CHH
FOB
FOB FOB
FOB
FOB FOB
FOBFOB
FOB
FOB
FOB
FOB
FOB
FOB
FOBWW
W
WWEFOFOFODDD
S
SEWETLANDAREAW21WETLANDAREAW21WF04WF05WF06WF07WF03WF02WF01WF09WF08WF10WF11WF12WF13WF16WF15WF14WETLAN
D

A
R
E
A1
WETLAND
A
R
E
A
2
BLDGBLDGBLDGSIGNSIGNSIGNSIGNALPOLELPLPSIGNALPOLESIGNALPOLESIGNALPOLESIGNALPOLESIGNALPOLELPLPLPLPLPLPLPSIGNN 10°56'5
2
"

W
274.33'N 04°22'27" E188.54'N 55°56'14" E51.35'N 17°21'22"

W
9.31'
POND
60' ACCESS EASEMENTper BM 1990, PG 106BM 1985, PG 1712 and 171620' PUBLIC SANITARY SEWER EASEMENTSTORMWATER MAINTENANCEEASEMENT15' PRIVAT
E

R
E
U
S
E

L
I
N
E

E
A
S
E
M
E
N
T PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPDM01STARTFLAGSB03 STOPFLAGSB04STARTFLAGW
WW
S
SSS
S CC
E
E ED DDE
FOBS
SSS SSSSECHH
FOB
FOB
FOB
FOB
FOB FOB
W
X X X
XXXC
C
CC
D
D
D
DD
E
EE
EE
E
SPGSSS
S
S
SSS
S
SSS
SSSSD
D
T
E
ECHHCHH
CHH
CHH
CHH
FOB
FOB FOB
FOB
FOB FOB
FOBFOB
FOB
FOB
FOB
FOB
FOB
FOB
FOBWW
W
WWEFOFOFODDD
S
SEWETLANDAREAW21WETLANDAREAW21WF04WF05WF06WF07WF03WF02WF01WF09WF08WF10WF11WF12WF13WF16WF15WF14WETLAN
D

A
R
E
A1
WETLAND
A
R
E
A
2
BLDGBLDGBLDGSIGNSIGNSIGNSIGNALPOLELPLPSIGNALPOLESIGNALPOLESIGNALPOLESIGNALPOLESIGNALPOLELPLPLPLPLPLPLPSIGNN 10°56'5
2
"

W
274.33'N 04°22'27" E188.54'N 55°56'14" E51.35'N 17°21'22"

W
9.31'
POND
60' ACCESS EASEMENTper BM 1990, PG 106BM 1985, PG 1712 and 171620' PUBLIC SANITARY SEWER EASEMENTSTORMWATER MAINTENANCEEASEMENT15' PRIVAT
E

R
E
U
S
E

L
I
N
E

E
A
S
E
M
E
N
T PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPDM01STARTFLAGSB03 STOPFLAGSB04STARTFLAGW
WW
H2030"x48"H2030"x48"
H2060"x36"
H2024"x30"
H2030"x42"$
H2084"x72"
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10
07.08.2020
AS NOTED
HOLLY SPRINGS NORTH CAROLINADAM
PAP
WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS)
SEWAGE PS #1 AND FORCE MAIN EXISTING CONDITIONS MAP A
1 inch = 1000 ft.
1000
GRAPHIC SCALE
0 500 1000 2000
IR
V
I
N
G

P
K
W
Y
THOMAS MILL RDNEW HILL RD
OLD HO
L
L
Y
S
P
R
I
N
G
S
A
P
E
X
R
D
WOODS CREEK RDO
L
D

H
O
L
L
Y

S
P
R
I
N
G
S

A
P
E
X

R
D
GREEN OAKS PKWYTOHS
WWTP
VICINITY MAP
1"=10000'
PROJECT LOCATION
SSS
SSCCE
E ED DDE
FOB
S
S
SS
S
S
S SE
CHH
FOB FOB
FOB
FOB
FOB
FOB
W
X X X
XXXC
C
C
CD
D
D
DDEEE
E
E
E
SPG
S
S
S
SS
S
S
S
S
SSS
SSSS
D
D
T
E
ECHH
CHH
CHH
CHH
CHH
FOB
FOB FOB
FOBFOB FOB
FOB
FOB
FOB
FOB
FOB
FOB
FOB
FOB
FOB
W
W
W
W
W
T
T
FOFOFOT
D
DD
S
S
EWETLANDAREAW21WETLANDAREAW21EOIWF04WF05WF06WF07WF03WF02WF01WF09WF08WF10WF11WF12WF13WF16WF15WF14WETLA
N
D

A
R
E
A
1
WETLA
N
D

A
R
E
A
2
BLDGBLDGBLDGSIGNSIGNSIGNSIGNN 10°56'52
"

W
274.33'N 04°22'27" E188.54'N 55°56'14" E51.35'N 17°21'22"
W
9.31'
POND
60' ACCESS EASEMENTper BM 1990, PG 106BM 1985, PG 1712 and 171620' PUBLIC SANITARY SEWER EASEMENT
15' PRIVATE
R
E
U
S
E

L
I
N
E

E
A
S
E
M
E
N
T
DM01STARTFLAGSB03 STOPFLAGSB04STARTFLAG430'
430'
425'425'
425'
425'
425'425'425'425'425'425'
420'
420'420'420'420'420'420'
420'
420'420'420'415'415'415'415'
415'
415'
415'
415'
415'
415'
415'410'410'410'410'
410'410'410'
410'
410'410'410'410'410'
410'410'410'410'405'405'405'405'405'405'
405'405'405'405'405'405'405'400'400'400'400'400'400'400'
400'
400'
400'
400'400'395'395'395'395'395'395'
395'395'390'390'390'390'
390'
390'390'390'
390'
385'385'385'
385'
385'385'385'
380'
380'380'380'380'
380'380'380'
380'
380'
380'
375'
375'375'375'
375'375'
375'
375'370'370'370'365'365'365'365'365'
365'365'365'365'365'365'365'
360'360'360'360'360'360'355'355'
355'
355'
355'355'355'355'
355'355'355'355'355'355'350'
350'350'350'350'350'345'345'345'345'
340'
340'
340'
340'340'340'340'340'335'335'335'335'
335'
335'
335'335'
335'335'335'335'330'330'
330'
330'
330'
330'
330'330'330'330'325'
325'
325'
325'
325'
325'325'320'320'320'
320'
320'
320'320'320'320'320'320'320'315'315'315'315'315'315'315'315'315'315'315'310'310'
310'
310'310'310'310'310'310'310'
305'305'305'
305'
305'
300'
300'
300'
300'
300'
295'
295'
295'295'290'
290'
290'285'285'285'285'280'280'280'275'275'
275'
275'
275'275'270'270'270'270'
270'270'265'
265'
265'265'265'265'
265'265'265'265'265'
265'
265'
265'265'265'265'
265'265'265'265'265'265'265'265'265'260'260'260'260'260'260'260'260'
260'
255'255'255'255'255'255'255'255'255'
255'255'255'
255'
255'250'250'250'250'180' CP&L EASEMENTDB 2942, PG 378DB 2949, PG 505BM 1991, PG 429180' CP&L EASEMENTDB 2942, PG 378DB 2949, PG 505BM 1991, PG 42950' CARDINAL EXTENSION COMPANY, LLCGAS LINE EASEMENTper BM 2015, PG 12550' CARDINAL PIP
E
L
I
N
E

C
O
M
P
A
N
Y
,

L
L
C
and CARDINAL EXT
E
N
S
I
O
N

C
O
M
P
A
N
Y
,

L
L
C
RIGHT OF WAYDB 14033, PG 12
6
2
50' CARDINAL EXTENSION COMPANY, L
L
C
GAS LINE EASEMENT
per DB 8166, PG 1195
50' CARDINAL EXTENSION COMPANY, LLC
GAS LINE EASEMENT
per DB 8166, PG 1195
30' SAN
IT
ARY
SEWEREASEMEN
T

p
e
r
BM
1990
,
PG
1
6
0 PERMANENT UTILITY EASEMENTper BM 2007, PG 60020' UTILI
TY EA
SEM
E
NT
per BM 19
90,
P
G
106
10' UTIL
I
T
Y

E
A
S
E
M
E
N
T

p
e
r

B
M

2
0
0
6
,

P
G
1874
W
W
W
SSS
SSCCE
E ED DDE
FOB
S
S
SS
S
S
S SE
CHH
FOB FOB
FOB
FOB
FOB
FOB
W
X X X
XXXC
C
C
CD
D
D
DDEEE
E
E
E
SPG
S
S
S
SS
S
S
S
S
SSS
SSSS
D
D
T
E
ECHH
CHH
CHH
CHH
CHH
FOB
FOB FOB
FOBFOB FOB
FOB
FOB
FOB
FOB
FOB
FOB
FOB
FOB
FOB
W
W
W
W
W
T
T
FOFOFOT
D
DD
S
S
EWETLANDAREAW21WETLANDAREAW21EOIWF04WF05WF06WF07WF03WF02WF01WF09WF08WF10WF11WF12WF13WF16WF15WF14WETLA
N
D

A
R
E
A
1
WETLA
N
D

A
R
E
A
2
BLDGBLDGBLDGSIGNSIGNSIGNSIGNN 10°56'52
"

W
274.33'N 04°22'27" E188.54'N 55°56'14" E51.35'N 17°21'22"
W
9.31'
POND
60' ACCESS EASEMENTper BM 1990, PG 106BM 1985, PG 1712 and 171620' PUBLIC SANITARY SEWER EASEMENT
15' PRIVATE
R
E
U
S
E

L
I
N
E

E
A
S
E
M
E
N
T
DM01STARTFLAGSB03 STOPFLAGSB04STARTFLAG430'
430'
425'425'
425'
425'
425'425'425'425'425'425'
420'
420'420'420'420'420'420'
420'
420'420'420'415'415'415'415'
415'
415'
415'
415'
415'
415'
415'410'410'410'410'
410'410'410'
410'
410'410'410'410'410'
410'410'410'410'405'405'405'405'405'405'
405'405'405'405'405'405'405'400'400'400'400'400'400'400'
400'
400'
400'
400'400'395'395'395'395'395'395'
395'395'390'390'390'390'
390'
390'390'390'
390'
385'385'385'
385'
385'385'385'
380'
380'380'380'380'
380'380'380'
380'
380'
380'
375'
375'375'375'
375'375'
375'
375'370'370'370'365'365'365'365'365'
365'365'365'365'365'365'365'
360'360'360'360'360'360'355'355'
355'
355'
355'355'355'355'
355'355'355'355'355'355'350'
350'350'350'350'350'345'345'345'345'
340'
340'
340'
340'340'340'340'340'335'335'335'335'
335'
335'
335'335'
335'335'335'335'330'330'
330'
330'
330'
330'
330'330'330'330'325'
325'
325'
325'
325'
325'325'320'320'320'
320'
320'
320'320'320'320'320'320'320'315'315'315'315'315'315'315'315'315'315'315'310'310'
310'
310'310'310'310'310'310'310'
305'305'305'
305'
305'
300'
300'
300'
300'
300'
295'
295'
295'295'290'
290'
290'285'285'285'285'280'280'280'275'275'
275'
275'
275'275'270'270'270'270'
270'270'265'
265'
265'265'265'265'
265'265'265'265'265'
265'
265'
265'265'265'265'
265'265'265'265'265'265'265'265'265'260'260'260'260'260'260'260'260'
260'
255'255'255'255'255'255'255'255'255'
255'255'255'
255'
255'250'250'250'250'180' CP&L EASEMENTDB 2942, PG 378DB 2949, PG 505BM 1991, PG 429180' CP&L EASEMENTDB 2942, PG 378DB 2949, PG 505BM 1991, PG 42950' CARDINAL EXTENSION COMPANY, LLCGAS LINE EASEMENTper BM 2015, PG 12550' CARDINAL PIP
E
L
I
N
E

C
O
M
P
A
N
Y
,

L
L
C
and CARDINAL EXT
E
N
S
I
O
N

C
O
M
P
A
N
Y
,

L
L
C
RIGHT OF WAYDB 14033, PG 12
6
2
50' CARDINAL EXTENSION COMPANY, L
L
C
GAS LINE EASEMENT
per DB 8166, PG 1195
50' CARDINAL EXTENSION COMPANY, LLC
GAS LINE EASEMENT
per DB 8166, PG 1195
30' SAN
IT
ARY
SEWEREASEMEN
T

p
e
r
BM
1990
,
PG
1
6
0 PERMANENT UTILITY EASEMENTper BM 2007, PG 60020' UTILI
TY EA
SEM
E
NT
per BM 19
90,
P
G
106
10' UTIL
I
T
Y

E
A
S
E
M
E
N
T

p
e
r

B
M

2
0
0
6
,

P
G
1874
W
W
W
H2030"x48"H2030"x48"
H2060"x36"
H2024"x30"
H2030"x42"$
H2084"x72"SFSF1 inch = 1000 ft.
1000
GRAPHIC SCALE
0 500 1000 2000
VICINITY MAP
1"=10000'
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10
07.08.2020
AS NOTED
HOLLY SPRINGS NORTH CAROLINADAM
PAP
WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS)
SEWAGE PS #1 AND FORCE MAIN OVERALL WETLAND AND STREAM IMPACT MAP B
PROPOSED
FORCEMAIN
ALIGNMENT
IR
V
I
N
G

P
K
W
Y
THOMAS MILL RDNEW HILL RD
OLD HO
L
L
Y
S
P
RI
N
G
S
A
P
E
X
R
D
WOODS CREEK RDO
L
D

H
O
L
L
Y

S
P
R
I
N
G
S

A
P
E
X

R
D
GREEN OAKS PKWYTOHS
WWTP
PROPOSED
PUMP STATION
IMPACT AREA 2
PROJECT LOCATION
IMPACT AREA 1
IMPACT AREA 3
IMPACT AREA 4
IMPACT AREA 5
IMPACT AREA 6
IMPACT AREA 8
IMPACT AREA 7
24" RCP
WETLAND A
R
E
A

W
2
0
(LINEAR WE
T
L
A
N
D
)
INV:
255.52'
INV:
256.68'
WOODS C
R
E
E
K

R
O
A
D
60' PUBLI
C

R
I
G
H
T

O
F
WAY
26
5
'
260'
260'260'260'260'
25
5
'
255'
255'255'250'250'250'
250'
DUKE ENERGY PROGRESS
INC
DB 15289 PG 2437
PIN 0730712692
24" RCP
WETLAND A
R
E
A

W
2
0
(LINEAR WE
T
L
A
N
D
)
INV:
255.52'
INV:
256.68'
WOODS C
R
E
E
K

R
O
A
D
60' PUBLI
C

R
I
G
H
T

O
F
WAY
26
5
'
260'
260'260'260'260'
25
5
'
255'
255'255'250'250'250'
250'
DUKE ENERGY PROGRESS
INC
DB 15289 PG 2437
PIN 0730712692XXCH
E
M
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TR
A
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F
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F
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FM
FM
FM
FM
FM
FM
FM
FM
13
+
0
0
14+
0
0
15+0
0
16+00
17+00
18+00SF/TPSF/TPSF/TPSF/TPSF/TP
SF/TP
SF/
T
PSF/TPSF/TP
SF/TP
SF/
T
P
SF/
T
P
SF/T
P
SF/T
P
SF/TP
SF/TP
SF/TP
SF/TP
PROPOSED 14" FORCEMAIN
LIMITS OF DISTURBANCE
IMPACT AREA 1A
TEMPORARY CONSTRUCTION ACCESS
65 LF (511 SF)
IMPACT AREA 1B
TEMPORARY CONSTRUCTION ACCESS
39 LF (1,065 SF)
40 LF OF 26"Ø STEEL CASING
INSTALLED BY OPEN-CUT
50 LF OF 26"Ø STEEL CASING
INSTALLED BY OPEN-CUT
STREAM L
STREAM N
EX TOP OF BANK, TYP.
EX. 100 YR
FLOODLINE
EX. FLOODWAY
STREAM M
14+00 14+50 15+00 15+50 16+00 16+50
50 LF OF 26" STEEL CASING
0.25" THK
40 L
F

O
F

2
6
"

S
T
E
E
L

C
A
S
I
N
G
0.25
"

T
H
K STREAM H (CS)STREAM B (CS)4.5' MIN. COVER
PROPOSED 14" FORCEMAIN
EX. GRADE
240
245
250
255
260
265
240
245
250
255
260
265
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10
07.08.2020
AS NOTED
HOLLY SPRINGS NORTH CAROLINADAM
PAP
WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS)
SEWAGE PS #1 AND FORCE MAIN STREAM IMPACT AREA 1 MAP C
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
PROPOSED 10' TEMP.
CONSTRUCTION EASEMENT
PROPOSED 30'
PERMANENT UTILITY
EASEMENT
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
IMPACT LEGEND
PERMANENT WETLANDS (PERMANENT - NO PERMANENT LOSS)
TEMPORARY WETLANDS
PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS)
PERMANENT STREAM
TEMPORARY STREAM
XXX
XX X
XXX
XG
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
WWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
R
R
R
R
R
R RR
R
T
T
T
T
T
T
T
T
T
T
T
T
R
R
R
R
R
R
R
R
R
R
R
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
OHEOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHEOHEWF04WF05WF06WF07WF03WF02WF01WF09WF08WF10WF11WF12WF13WF16WF15WF14WETLAND ARE
A
1
WETLAND ARE
A
2
CURB INLET
TOP: 309.71'
DROP INLET
TOP: 312.35'
INV OUT: 307
.
1
0
'
CURB INLET
TOP: 305.72'
INV IN: 299.1
2
'
INV OUT: 298
.
9
4
'
15" R
C
P
15"
RCP
15" RC
P 15" RCP24" RCP15" RCP
18" RCP 15" RCP24" RCPSIGNCURB INLET
TOP: 302.24'
INV IN: 297.0
6
'

(
N
W
)
INV IN: 296.9
9
'

(
N
E
)
INV OUT: 296
.
9
1
'

(
S
E
)
DROP INLET
TOP: 302.74'
INV OUT: 297
.
4
4
'
CURB INLET
TOP: 299.55'
INV IN: 293.8
9
'

(
N
W
)
INV IN: 294.5
7
'

(
N
E
)
INV OUT: 293
.
8
4
'

(
S
E
)
24" RCP
INV: 296.65'
DROP INLET
TOP: 301.34'
INV OUT: 296
.
4
5
'
24" RCP
INV: 293.13'
20' PUBLIC D
R
A
I
N
A
G
E

E
A
S
E
M
E
N
T
per BM 2018,
P
G

2
0
0
3
30' STREETYAR
D

B
U
F
F
E
R
COS 3TWELVE OAKS PHASE 9SECTION 1BBM 2018, PG 2003DB 16829, PG 573PIN 0740013687MUL
LER
OAK
DR
IVE
5
1
'
PUB
L
IC
R
IGHT
OF
WAYPPPPPPPPPP310'310'305'
305'
300'
300'300'
295'
30' DUKE ENE
R
G
Y
PROGRESS
EASEMENT
per BM 2018,
P
G

2
0
0
3
TRACT A
WAKE COUNTY
PROPERTY
BM 1988, PG 782
DB 4803, PG 67
PIN 0740026492
XXX
XX X
XXX
XG
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
WWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
R
R
R
R
R
R RR
R
T
T
T
T
T
T
T
T
T
T
T
T
R
R
R
R
R
R
R
R
R
R
R
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
OHEOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHEOHEOHEWF04WF05WF06WF07WF03WF02WF01WF09WF08WF10WF11WF12WF13WF16WF15WF14WETLAND ARE
A
1
WETLAND ARE
A
2
CURB INLET
TOP: 309.71'
DROP INLET
TOP: 312.35'
INV OUT: 307
.
1
0
'
CURB INLET
TOP: 305.72'
INV IN: 299.1
2
'
INV OUT: 298
.
9
4
'
15" R
C
P
15"
RCP
15" RC
P 15" RCP24" RCP15" RCP
18" RCP 15" RCP24" RCPSIGNCURB INLET
TOP: 302.24'
INV IN: 297.0
6
'

(
N
W
)
INV IN: 296.9
9
'

(
N
E
)
INV OUT: 296
.
9
1
'

(
S
E
)
DROP INLET
TOP: 302.74'
INV OUT: 297
.
4
4
'
CURB INLET
TOP: 299.55'
INV IN: 293.8
9
'

(
N
W
)
INV IN: 294.5
7
'

(
N
E
)
INV OUT: 293
.
8
4
'

(
S
E
)
24" RCP
INV: 296.65'
DROP INLET
TOP: 301.34'
INV OUT: 296
.
4
5
'
24" RCP
INV: 293.13'
20' PUBLIC D
R
A
I
N
A
G
E

E
A
S
E
M
E
N
T
per BM 2018,
P
G

2
0
0
3
30' STREETYAR
D

B
U
F
F
E
R
COS 3TWELVE OAKS PHASE 9SECTION 1BBM 2018, PG 2003DB 16829, PG 573PIN 0740013687MUL
LER
OAK
DR
IVE
5
1
'
PUB
L
IC
R
IGHT
OF
WAYPPPPPPPPPP310'310'305'
305'
300'
300'300'
295'
30' DUKE ENE
R
G
Y
PROGRESS
EASEMENT
per BM 2018,
P
G

2
0
0
3
TRACT A
WAKE COUNTY
PROPERTY
BM 1988, PG 782
DB 4803, PG 67
PIN 0740026492
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
PROPOSED VAR. WIDTH
PERMANENT UTILITY EASEMENT
PROPOSED 14" FORCEMAIN
LIMITS OF DISTURBANCE
IMPACT AREA 2
TEMPORARY WETLAND IMPACT
TEMPORARY CONSTRUCTION ACCESS
744 SF
IMPACT AREA 2
PERMANENT WETLAND IMPACT
10' MAINTAINED CORRIDOR ACCESS
444 SF
10' MAINTAINED CORRIDOR
WETLAND W39
WETLAND W42
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10
07.08.2020
AS NOTED
HOLLY SPRINGS NORTH CAROLINADAM
PAP
WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS)
SEWAGE PS #1 AND FORCE MAIN WETLAND IMPACT AREA 2 MAP D
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
IMPACT LEGEND
PERMANENT WETLANDS (PERMANENT - NO PERMANENT LOSS)
TEMPORARY WETLANDS
PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS)
PERMANENT STREAM
TEMPORARY STREAM
G
GGGGGGGGWWWWW
W
W
W
W
W W W W W W
W
R
R R R R
R
R R R
R
RRRWWWWWOHEOHEOHEOHEOHEOHEOHE
OHEABANDONED
30' TOWN OF

H
O
L
L
Y

S
P
R
I
N
G
S

B
U
F
F
E
R
(30' FROM T
O
P

B
A
N
K
)
per FIRM MA
P

N
U
M
B
E
R

3
7
2
0
0
7
4
0
0
0
J
,

D
A
T
E
D

5
/
2
/
2
0
0
6
AND MAP NU
M
B
E
R

3
7
2
0
0
6
4
9
0
0
J
,

D
A
T
E
D

5
/
2
/
2
0
0
6
PP265'265'265'265'
265'
265'265'265'265'265'265'265'260'260'260'
MOSELY FAMILY VENTURES II,
DB 8398, PG 1536
BM 1999, PG 1759
PIN 0649096118
MOSELY FAMILY VENTURES II,
LLC
DB 8398, PG 1536
BM 1999, PG 1759
PIN 0649096118
DUKE PROGRESS ENERGY
RESIDUAL AREA
"MAE OMIE H. MOSELY
and CAROLINA POWER AND LIGHT
COMPANY"
BM 1999, PG 1759
DB 15289, PG 2437
PIN 0649298326
MOSELY FAMILY VENTURES II,
LLC
DB 8458, PG 2302
BM 1999, PG 1759
PIN 0730907566
OLD HOLLY SPRING
S

A
P
E
X

R
O
A
D
60' PUBLIC RIGHT O
F

W
A
Y
G
GGGGGGGGWWWWW
W
W
W
W
W W W W W W
W
R
R R R R
R
R R R
R
RRRWWWWWOHEOHEOHEOHEOHEOHEOHE
OHEABANDONED
30' TOWN OF

H
O
L
L
Y

S
P
R
I
N
G
S

B
U
F
F
E
R
(30' FROM T
O
P

B
A
N
K
)
per FIRM MA
P

N
U
M
B
E
R

3
7
2
0
0
7
4
0
0
0
J
,

D
A
T
E
D

5
/
2
/
2
0
0
6
AND MAP NU
M
B
E
R

3
7
2
0
0
6
4
9
0
0
J
,

D
A
T
E
D

5
/
2
/
2
0
0
6
PP265'265'265'265'
265'
265'265'265'265'265'265'265'260'260'260'
MOSELY FAMILY VENTURES II,
DB 8398, PG 1536
BM 1999, PG 1759
PIN 0649096118
MOSELY FAMILY VENTURES II,
LLC
DB 8398, PG 1536
BM 1999, PG 1759
PIN 0649096118
DUKE PROGRESS ENERGY
RESIDUAL AREA
"MAE OMIE H. MOSELY
and CAROLINA POWER AND LIGHT
COMPANY"
BM 1999, PG 1759
DB 15289, PG 2437
PIN 0649298326
MOSELY FAMILY VENTURES II,
LLC
DB 8458, PG 2302
BM 1999, PG 1759
PIN 0730907566
OLD HOLLY SPRING
S

A
P
E
X

R
O
A
D
60' PUBLIC RIGHT O
F

W
A
YFMFM FMFMFMFMFMFMFMSFSFSFSFSFSFSF71+00
72+00
73+00
74+00
75+00
PROPOSED 10' TEMP.
CONSTRUCTION EASEMENT
PROPOSED 30' PERMANENT
UTILITY EASEMENT
PROPOSED 14" FORCEMAIN
LIMITS OF DISTURBANCE
IMPACT AREA 3
TEMPORARY CONSTRUCTION ACCESS
109 LF (1,220 SF)
100 LF OF 26° STEEL CASING
INSTALLED BY OPEN-CUT
EX. TOP OF BANK, TYP.
STREAM G2
STREAM F2
72+00 72+50 73+00 73+50 74+00 74+50
100 LF OF 26" STEEL CASING
0.25" THKSTREAM DSTREAM C4.5' MIN. COVER
PROPOSED 14" FORCEMAIN
EX. GRADE
240
245
250
255
260
265
270
240
245
250
255
260
265
270
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10
07.08.2020
AS NOTED
HOLLY SPRINGS NORTH CAROLINADAM
PAP
WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS)
SEWAGE PS #1 AND FORCE MAIN STREAM IMPACT AREA 3 MAP E
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
IMPACT LEGEND
PERMANENT WETLANDS (PERMANENT - NO PERMANENT LOSS)
TEMPORARY WETLANDS
PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS)
PERMANENT STREAM
TEMPORARY STREAM
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
420'420'420'415'415'410'410'405'405'400'400'395'390'390'UPPERMAN, SHIRLEY A
STEPHENS, LILLE G
DB 03-E, PG 2832
PIN 0649353198
NANCY GARCIA
DB 16715, PG 1389
PIN 064934079
NIGEL AND SANDRA CRENSHAW
DB 8498, PG 744
PIN 0649344892
HOWARD LESLIE
DB 2294, PG 51
PIN 0649345789
30' TOWN
OF H
OLLY
SPRINGS B
UFFER
(30' FROM T
OP BA
NK)420'420'420'415'415'410'410'405'405'400'400'395'390'390'UPPERMAN, SHIRLEY A
STEPHENS, LILLE G
DB 03-E, PG 2832
PIN 0649353198
NANCY GARCIA
DB 16715, PG 1389
PIN 064934079
NIGEL AND SANDRA CRENSHAW
DB 8498, PG 744
PIN 0649344892
HOWARD LESLIE
DB 2294, PG 51
PIN 0649345789
30' TOWN
OF H
OLLY
SPRINGS B
UFFER
(30' FROM T
OP BA
NK)FMFMFMFMFMFMFMFMFMFMFMFMFMSF SFSFSFSFSFSFSF SFSFSF139+00 140+00 141+00 142+00 143+00144+00145+00PROPOSED 30' PERMANENT
UTILITY EASEMENT
PROPOSED 14" FORCEMAIN
LIMITS OF DISTURBANCE
IMPACT AREA 4
TEMPORARY CONSTRUCTION ACCESS
66 LF (133 SF)
PERMANENT (NO PERMANENT LOSS)
STREAM IMPACT
PERMANENT ACCESS
11 LF (23 SF)
STREAM H2 STREAM J4.5' MIN. COVER
PROPOSED 14" FORCEMAIN
EX. GRADE
"KEYED-IN" RIPRAP
380
385
390
395
400
405
141+00 141+50 142+00 142+50 143+00
380
385
390
395
400
405
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10
07.08.2020
AS NOTED
HOLLY SPRINGS NORTH CAROLINADAM
PAP
WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS)
SEWAGE PS #1 AND FORCE MAIN STREAM IMPACT AREA 4 MAP F
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100 SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
IMPACT LEGEND
PERMANENT WETLANDS (PERMANENT - NO PERMANENT LOSS)
TEMPORARY WETLANDS
PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS)
PERMANENT STREAM
TEMPORARY STREAM
SSSSANIT
A
R
Y
S
E
W
E
R
MANHO
L
E
TOP:
4
2
1.
9
3'INV OU
T:
4
1
6.
9
3'420'420'415'415'410'410'405'405'400'400'395'BAKER BUILDERS, INC
DB 16953, PG 2586
PIN 0649348067
30' TOWN
OF
H
OLLY
SPRINGS BUFFE
R
(30' FROM T
OP BA
NK)SSSSANIT
A
R
Y
S
E
W
E
R
MANHO
L
E
TOP:
4
2
1.
9
3'INV OU
T:
4
1
6.
9
3'420'420'415'415'410'410'405'405'400'400'395'BAKER BUILDERS, INC
DB 16953, PG 2586
PIN 0649348067
30' TOWN
OF
H
OLLY
SPRINGS BUFFE
R
(30' FROM T
OP BA
NK)FMFMFMFMFMFMFMFMFMSFSF
SF
SF SFSF
SF
SF
SF
SF
149+00
150+00
151+00
152+00
153+00
154+00
PROPOSED 30' PERMANENT
UTILITY EASEMENT
PROPOSED 14" FORCEMAIN
LIMITS OF DISTURBANCE
IMPACT AREA 5
TEMPORARY CONSTRUCTION ACCESS
16 LF (33 SF)
PERMANENT (NO PERMANENT LOSS)
STREAM IMPACT
PERMANENT ACCESS
14 LF (28 SF)
STREAM J2 STREAM K4.5' MIN. COVER
PROPOSED 14" FORCEMAIN
EX. GRADE
"KEYED-IN" RIPRAP
385
390
395
400
405
410
150+50 151+00 151+50 152+00 152+50
385
390
395
400
405
410
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10
07.08.2020
AS NOTED
HOLLY SPRINGS NORTH CAROLINADAM
PAP
WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS)
SEWAGE PS #1 AND FORCE MAIN STREAM IMPACT AREA 5 MAP G
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100 SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
IMPACT LEGEND
PERMANENT WETLANDS (PERMANENT - NO PERMANENT LOSS)
TEMPORARY WETLANDS
PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS)
PERMANENT STREAM
TEMPORARY STREAM
XXX
XXXXXXXXXX
X
XXXXXXXXCE
S
SS
S
S
D
FOB
FOB
FOFOFOFOTTTTTTTTTTT
CCCCCCCFOFOFOFO G
G
C
EESSSSSS
SSSSSSSSSSSS
SSSSSSSSSSUUUUCCCCCCCG
G
FO C
WWWWWWWWWWWWWWWFM
EEEEEECCCWE
T
L
A
N
D

A
R
E
A

5
3
0
'

TOW
N
O
F

HO
L
L
Y
S
P
R
I
NG
S

B
U
F
F
E
R
(
3
0
'

F
ROM

TO
P

B
A
N
K
)
15" CPP
1
8
"

C
P
P
15" CPP
S
T
O
R
M

M
A
N
H
O
L
E
T
O
P
:

4
1
0
.
8
9
'
IN
V

I
N
:

4
0
4
.
6
7
'

(
W
E
S
T
)
IN
V

I
N
:

4
0
4
.
2
5
'

(
E
A
S
T
)
IN
V

O
U
T
:

4
0
2
.
5
9
'
(S
O
U
T
H
)
F
E
S

I
N
V
:

3
9
0
.
0
5
'
42"
RCP
24" RCP24" RCP
INV:
397.18'
A
IT
O
P
:
3
9
8
.
7
7
'
IN
V
:

3
9
6
.
0
4
'
2
4
"

R
C
P
IN
V
:
3
9
6
.
1
6
'
1
8
"

R
C
P
IN
V
:

3
9
4
.
0
0
'
15" RCP 15" RCP15" RCP18" RCPC
U
R
B

I
N
L
E
T
T
O
P
:

4
0
1
.
7
1
'
IN
V

O
U
T
:
3
9
7
.
5
5
'
C
U
R
B

I
N
L
E
T
T
O
P
:

4
0
2
.
0
0
'
IN
V

I
N
:

3
9
5
.
7
4
'

(
W
E
S
T
)
IN
V

I
N
:

3
9
4
.
7
5
'

(
S
O
U
T
H
)
IN
V

O
U
T
:

3
9
4
.
7
0
'

(
N
O
R
T
H
)
C
U
R
B

I
N
L
E
T
T
O
P
:

4
0
3
.
0
1
'
IN
V

I
N
:

3
9
7
.
1
8
'
IN
V

O
U
T
:

3
9
6
.
8
9
'
A
I
T
O
P
:

4
0
1
.
5
9
'
IN
V
:

3
9
8
.
0
8
'
C
U
R
B

I
N
L
E
T
T
O
P
:

4
0
0
.
8
0
'
IN
V

O
U
T
:

3
9
4
.
4
1
'
1
5
"

R
C
P
IN
V
:

3
9
3
.
0
6
'
A
I
T
O
P
:

4
1
1
.
0
0
'
IN
V

O
U
T
:

4
0
5
.
5
1
'
1
5
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R
C
P
IN
V
:

4
0
0
.
4
1
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IT
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P
:

4
0
6
.
2
1
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IN
V

O
U
T
:

3
9
7
.
3
1
'
1
8
"

R
C
P
IN
V
:

3
9
6
.
0
6
'
N
60' PU
IRVING PARKWAY100' PUBLIC RIGHT OF WAY20' DRAIN
A
G
E

E
A
S
E
M
E
N
T
CENTERE
D

O
N

P
I
P
E

p
e
r

B
M

2
0
0
9
,
PG 545
R
I
P
R
A
P
R
I
P
R
A
P
R
I
P
R
A
P
RIP
RAP
415'
415'
410'410'410'4
0
5
'
405'405'405'400'400'
4
0
0
'395'395'395'390'390'
385'385'30' SANITARY SEWEREASEMENT per BM 1990, PG 160TRACT 1
HOLLAND INDUSTRIAL PARK
BM 2009, PG 545
BM 2017, PG 2538
DB 9041, PG 1711
PIN 0649430496
ABCZ DEVELOPMENT CO, LLC
LOT 2
HOLLAND COMPANY INC
BM 2005, PG 1101
DB 13825, PG 736
PIN 0649338038
WARP T
BM 1
DB 45
PIN 06XXX
XXXXXXXXXX
X
XXXXXXXXCE
S
SS
S
S
D
FOB
FOB
FOFOFOFOTTTTTTTTTTT
CCCCCCCFOFOFOFO G
G
C
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SSSSSSSSSSSS
SSSSSSSSSSUUUUCCCCCCCG
G
FO C
WWWWWWWWWWWWWWWFM
EEEEEECCCWE
T
L
A
N
D

A
R
E
A

5
3
0
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TOW
N
O
F

HO
L
L
Y
S
P
R
I
NG
S

B
U
F
F
E
R
(
3
0
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F
ROM

TO
P

B
A
N
K
)
15" CPP
1
8
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S
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A
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H
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:

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(
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S
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)
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:

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:

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(S
O
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T
H
)
F
E
S

I
N
V
:

3
9
0
.
0
5
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42"
RCP
24" RCP24" RCP
INV:
397.18'
A
IT
O
P
:
3
9
8
.
7
7
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IN
V
:

3
9
6
.
0
4
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4
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V
:
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9
6
.
1
6
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1
8
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R
C
P
IN
V
:

3
9
4
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0
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15" RCP 15" RCP15" RCP18" RCPC
U
R
B

I
N
L
E
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:

4
0
1
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:
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:

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0
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0
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V

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:

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9
5
.
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4
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V

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:

3
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4
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7
5
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V

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4
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4
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5
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V
:

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9
3
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0
6
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A
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:

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1
1
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V

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:

4
0
5
.
5
1
'
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5
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R
C
P
IN
V
:

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0
0
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4
1
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IT
O
P
:

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0
6
.
2
1
'
IN
V

O
U
T
:

3
9
7
.
3
1
'
1
8
"

R
C
P
IN
V
:

3
9
6
.
0
6
'
N
60' PU
IRVING PARKWAY100' PUBLIC RIGHT OF WAY20' DRAIN
A
G
E

E
A
S
E
M
E
N
T
CENTERE
D

O
N

P
I
P
E

p
e
r

B
M

2
0
0
9
,
PG 545
R
I
P
R
A
P
R
I
P
R
A
P
R
I
P
R
A
P
RIP
RAP
415'
415'
410'410'410'4
0
5
'
405'405'405'400'400'
4
0
0
'395'395'395'390'390'
385'385'30' SANITARY SEWEREASEMENT per BM 1990, PG 160TRACT 1
HOLLAND INDUSTRIAL PARK
BM 2009, PG 545
BM 2017, PG 2538
DB 9041, PG 1711
PIN 0649430496
ABCZ DEVELOPMENT CO, LLC
LOT 2
HOLLAND COMPANY INC
BM 2005, PG 1101
DB 13825, PG 736
PIN 0649338038
WARP T
BM 1
DB 45
PIN 06
FM
FMFM
FM FM
FMFMSF SFSFSF
SF SF163+00164+
0
0
165+00 166+00
167+00168+00PROPOSED 30' PERMANENT
UTILITY EASEMENT
PROPOSED 14" FORCEMAIN
LIMITS OF DISTURBANCE
IMPACT AREA 6
TEMPORARY CONSTRUCTION ACCESS
55 LF (598 SF)
STREAM K2
EX. TOP OF BANK, TYP.
8" SEWER
8" SEWER
16" FORCE MAIN
GAS
TEL
12" WATER
GAS
FIBER OPTIC
CATV
ELEC
24" RCP STORM DRAIN
100 LF OF 26"
S
T
E
EL
C
A
SI
N
G
0.25" THKSTREAM E4.5' MIN. COVER
PROPOSED 14" FORCEMAIN
EX. GRADE
375
380
385
390
395
400
164+00 164+50 165+00 165+50 166+00
375
380
385
390
395
400
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10
07.08.2020
AS NOTED
HOLLY SPRINGS NORTH CAROLINADAM
PAP
WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS)
SEWAGE PS #1 AND FORCE MAIN STREAM IMPACT AREA 6 MAP H
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100 SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
IMPACT LEGEND
PERMANENT WETLANDS (PERMANENT - NO PERMANENT LOSS)
TEMPORARY WETLANDS
PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS)
PERMANENT STREAM
TEMPORARY STREAM
X XXX X X X X X X XXCCEEECHHFOBFOBWE
E
E
E
E
E
E
E
E
E
ECTCC
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FOFOFOFO TT
T
T
T
E
E
E
E
FOT
T
T
T
TT
T
T
T
T
T
CC
TT
TW
W
W
W
W
W W
W
W
W
W
W
W W
W
W W W W
E
E
E
E
E
E EWETLAND AREA 6
18" RCP
INV:
407.82'
INV:
407.82'
3
0
"
RCP
INV: 385.43'
CURB INLET
TOP: 394.32'
FULL OF MUD
AI
TOP: 391.00'
FULL OF MUD
CURB INLET
TOP: 385.65'
INV OUT: 378.56'
CURB INLET
TOP: 385.41'
INV IN: 378.13'
INV OUT: 378.09'
STORM MAN HOLE
TOP: 388.10'
INV IN: 376.99'
INV OUT: 376.95'
20' DRAINAGE EASEMENT
per BM 1998, PG 1031
POND
20' WATERLINE EASEMENT
per BM 1998, PG 1031
IRVING P
A
R
K
W
A
Y
100' PUBL
I
C

R
I
G
H
T

O
F

W
A
Y
415'410'410'410'405'400'400'395'395'390'390'JJKL INVESTMENTS LLC 1
600 IRVING PARKWAY, LLC
LOT 3B
STATE EMPLOYEES CREDIT UNION
LOT 3
BM 2004, PG 1906
DB 11666, PG 1405
PIN 0649427230
WARP TECHNOLOGIES, INC
LOT 53
BM 1988, PG 1461
DB 4578, PG 707
PIN 0649425785
X XXX X X X X X X XXCCEEECHHFOBFOBWE
E
E
E
E
E
E
E
E
E
ECTCC
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FOFOFOFO TT
T
T
T
E
E
E
E
FOT
T
T
T
TT
T
T
T
T
T
CC
TT
TW
W
W
W
W
W W
W
W
W
W
W
W W
W
W W W W
E
E
E
E
E
E EWETLAND AREA 6
18" RCP
INV:
407.82'
INV:
407.82'
3
0
"
RCP
INV: 385.43'
CURB INLET
TOP: 394.32'
FULL OF MUD
AI
TOP: 391.00'
FULL OF MUD
CURB INLET
TOP: 385.65'
INV OUT: 378.56'
CURB INLET
TOP: 385.41'
INV IN: 378.13'
INV OUT: 378.09'
STORM MAN HOLE
TOP: 388.10'
INV IN: 376.99'
INV OUT: 376.95'
20' DRAINAGE EASEMENT
per BM 1998, PG 1031
POND
20' WATERLINE EASEMENT
per BM 1998, PG 1031
IRVING P
A
R
K
W
A
Y
100' PUBL
I
C

R
I
G
H
T

O
F

W
A
Y
415'410'410'410'405'400'400'395'395'390'390'JJKL INVESTMENTS LLC 1
600 IRVING PARKWAY, LLC
LOT 3B
STATE EMPLOYEES CREDIT UNION
LOT 3
BM 2004, PG 1906
DB 11666, PG 1405
PIN 0649427230
WARP TECHNOLOGIES, INC
LOT 53
BM 1988, PG 1461
DB 4578, PG 707
PIN 0649425785
FM FM
FM
FM
FM
FM
FM
FM
FM
EX. 100' PUBLIC R/WPROPOSED 14" FORCEMAIN
LIMITS OF DISTURBANCE
IMPACT AREA 7
TEMPORARY WETLAND IMPACT
TEMPORARY CONSTRUCTION ACCESS
120 SF
10' MAINTAINED CORRIDOR
WETLAND W41
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10
07.08.2020
AS NOTED
HOLLY SPRINGS NORTH CAROLINADAM
PAP
WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS)
SEWAGE PS #1 AND FORCE MAIN WETLAND IMPACT AREA 7 MAP I
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
IMPACT LEGEND
PERMANENT WETLANDS (PERMANENT - NO PERMANENT LOSS)
TEMPORARY WETLANDS
PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS)
PERMANENT STREAM
TEMPORARY STREAM
FOFOFO
FOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFMFMFMFMFMFMFMFMFMR R R R R R R R R R R R R R R R
W W W W W W W W W W W W W W W W
30' TOWN OF HOLLY SPRINGS BUFFER
(30' FROM TOP BANK)
20' WATERLINE EASEMENT
per BM 1998, PG 1031
PERMANENT DRAINAGE EASEMENT
per BM 2006, PG 2122
IRVING PARKWAY EXTENSION
50' PUBLIC RIGHT OF WAY
per BM 2005, PG 85 RIP RAP380'375'370'365'365'360'360'355'355'350'KWANG S WOO and
IN JA WOO
BM 2008, PG 600
DB 17351, PG 1876
PIN 0649319322
GARRETT CARTER and
CARTER-GARNER SPRINGS, LLC
BM 2008, PG 1640
DB 11165, PG 705
PIN 0649418561
10' PERMANENT UTILITY EASEMENT
per BM 2007, PG 600FOFO FO
FOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFMFMFMFMFMFMFMFMFMR R R R R R R R R R R R R R R R
W W W W W W W W W W W W W W W W
30' TOWN OF HOLLY SPRINGS BUFFER
(30' FROM TOP BANK)
20' WATERLINE EASEMENT
per BM 1998, PG 1031
PERMANENT DRAINAGE EASEMENT
per BM 2006, PG 2122
IRVING PARKWAY EXTENSION
50' PUBLIC RIGHT OF WAY
per BM 2005, PG 85 RIP RAP380'375'370'365'365'360'360'355'355'350'KWANG S WOO and
IN JA WOO
BM 2008, PG 600
DB 17351, PG 1876
PIN 0649319322
GARRETT CARTER and
CARTER-GARNER SPRINGS, LLC
BM 2008, PG 1640
DB 11165, PG 705
PIN 0649418561
10' PERMANENT UTILITY EASEMENT
per BM 2007, PG 600FMFM FMFMFMFMFMFMFMSF SF SF
S
F
SFSFSFSFSFSF SF SF SF
181+00 182+00 183+00 184+00 185+00
EX. 50' PUBLIC R/W
PROPOSED 14" FORCEMAIN
LIMITS OF DISTURBANCE
IMPACT AREA 8
TEMPORARY CONSTRUCTION ACCESS
37 LF (277 SF)
STREAM L2
EX. TOP OF BANK, TYP.STREAM O4.5' MIN. COVER
PROPOSED 14" FORCEMAIN
EX. GRADE
345
350
355
360
365
182+00 182+50 183+00 183+50 184+00
345
350
355
360
365
No.
Checked By
Revision Designer
Drawn By
Date By Scale
Date
Job No.
Sheet No.WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511
t: 919.469.3340 | license #: C-0832 | www.withersravenel.com02190372.10
07.08.2020
AS NOTED
HOLLY SPRINGS NORTH CAROLINADAM
PAP
WR TOWN OF HOLLY SPRINGS (CAROLINA SPRINGS)
SEWAGE PS #1 AND FORCE MAIN STREAM IMPACT AREA 8 MAP J
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100 SCALE:
1" = 50' HORIZ.
1" = 5' VERT.
IMPACT LEGEND
PERMANENT WETLANDS (PERMANENT - NO PERMANENT LOSS)
TEMPORARY WETLANDS
PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS)
PERMANENT STREAM
TEMPORARY STREAM