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EXISTING
VIRGINIAWATERDR IPA
— — CT AREA
OVERALL IMPACT AREA MAP
N GRAPHIC SCALE
0 75 150 150
NC GRID (NAD83) 1 inch - 150 ft.
The John R. Company, Inc.
'�
2905 Meridian Parkway
Ncs
he
on�ham, Nc s3
phone 919. 361. 5000
fax 919. i5 2269
MCADAMS
license number: C-0293, C-18)
wwwmeadam=eeenm
PLAN INFORMATION
WALLBROOK
PROJECT NO.
CPR-19100
FILENAME
CPR19100-El
ENVIRONMENTAL IMPACT MAPS
CHECKED BY
JPM
S. MAIN STREET
DRAWN BY
JMS
ROLESVILLE, NORTH CAROLINA
SCALE
DATE
1"=150'
05,05.2022
ZONE 1 ROAD CROSSING
PERMANENT STREAM IMPACT PERMANENT —NO PERMANENT
:; j,
BUFFER IMPACT
LOSS (DISSIPATOR PAD)
ZONE 2 ROAD CROSSING
IMPACT
TEMPORARY STREAM
BUFFER IMPACT
IMPACT
—��7�J - I ` urc,vlrv,vua I DISTURBANCE /
/ RETAINING WALL / I 1 EASEMENT \ ' (TYp)
(DESIGNED BY
i 2 OTHERS) TYP.
TEMPORARY 201L 18.3'W PERMANENT
STREAM
CLASS I RIPRAP STREAM IMPACT
I IONS- / l / LF-3 / / LfF 6861 SF
AREA=19IMP CT I
30,
II
PERMANENT —NO PERMANEI
<�IT
LOSS IMFFF�i111ACT (DISSIPATOR
PAD) ARE,=140 SF, LF=2A
50' NEUSE RIVER 20 ` / TOp OF RIpRAP PLACED
RIPARIAN BUFFER 50' NEUSE RIVER IC FLUSH WITIi EXISTING
I I (MEASURED 50' FROM RIPARIAN BUFFER 2 STREAM BVD 1
/ TOP OF BANK) I (MEASURED 50' FROM / I
11 TOP OF BANK) I
Y L I
IMPACT AREA "A"
TOTAL:
PERMANENT STREAM CHANNEL IMPACT = 861 SF
PERMANENT -NO PERMANENT LOSS IMPACT = 140 SF
TEMPORARY STREAM CHANNEL IMPACT = 38 SF
N GRAPHIC SCALE
ZONEIBUFFER IMPACT AREA =5,4585E (0.13 AC) 0 10 �o ao
ZONE 2 BUFFER IMPACT AREA = 3,866 SF (0.09 AC)
NC GRID(NAD83) 1inch =20 ft.
----
Th,o2,la M"'i'n Conaanv,ln=.
PLAN INFORMATION
05Me,dlnn9n 13
on.nam, Ivc nn3
WALLBROOK
PROJECT NO. CPR-19100
FILENAME CPR19100-El
ph—,919.361.s000
ENVIRONMENTAL IMPACT MAPS
CHECKED BY JPM
rau 919.3e1. 2111
S. MAIN STREET
DRAWN BY JMS
license number: C-0293, C-18)
SCALE 1"=20'
MCADAMS ... menanmseo enm
ROLESVILLE, NORTH CAROLINA
DATE 05,05.2022
\ \ RETAINy\G WALL \ \\ 9
\ (DESIGNE`D BY \ / \ 9'W RIPRAP TO
EXTEND TO CREEK
OTHERS) TY�. \ \ ERANK TO
OSION PREVENT
� \ \ Pt 41C STORM-
\ DRAINAGE
NT \ d J
\ \ EASEME
ZONE 1 GRADINQ \
BUFFER IMPACT
AREA-6 SF \
ZONE 72J1G DING
BUF
AREFERIIMPACT
A-1, 01 SF
00
LIMITS OF
TU
IMPACT AREA "B" � RjRBANCE
TOTAL:
ZONE 1 SW OUTLET BUFFER IMPACT = 394 SF
ZONE 2 SW OUTLET BUFFER IMPACT = 266 SF
ZONE I BUFFER IMPACT AREA SF(0.0001 AC) GRAPHIC SCALE
ZONE 2 BUFFER IMPACT AREA 1,631 SF(0.04 AC) 0 10 2o ao
NC GRID(NAD83) 1inch =20 ft.
too\oa-P,oa�rno�\e�z��een�R\s'ce via-m�:c,�mo� �rawinR:\c�„e�c D,aw��e:\cea191oo-imoa�.:-e1eu,R, s/s/zozz as9.o1 eM, iwa sn-
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PLAN INFORMATION
osMe,dlnnPn 13
on.nam, Ivc nn3
WALLBROOK
PROJECT NO. CPR-19100
FILENAME CPR19100-El
ph—,919.361.s000
ENVIRONMENTAL IMPACT MAPS
CHECKED BY JPM
rau 919.3e1. 1211
S. MAIN STREET
DRAWN BY JMS
license number: C-0293, C-18)
SCALE 1"=20-
MCADAMS ... nanmsco nm
ROLESVILLE, NORTH CAROLINA
DATE 05, 05. 2022
ZONE 2 GRADING/UTILITY
BUFFER IMPACT
ZONE 1 SW OUTLET
BUFFER IMPACT
20NE 2 SW OUTLET
BUFFER IMPACT
�\ 311' CITY OF `\ �
t \\ RALEIGH SANITARY
\
SEWER EASEMENT
�- 9'W RIPRAP TO
,EXTEND TO CREEK \
1TRfia
BANK TO PREVENT EROSION
&
\` ZONEE2 2
GRADING/UTILITY \
— ` BUFFER IMPACT \ 7
AREA=�,033 S\
\ ZONE 2 SW OUTLETS
\
\ BUFFER IMPACT
/ \ \ EA=193 SF `
/ Z(7TJE, 1 SW OUTLET
\ �
— \ BUFFER IMPACT
AR€A=394 SF
j
IMPACT AREA "C"
I&Ir-11I
� C \
I �
I
1 �
\ 20TYPq 'e'
V A� BUFFER
\\ �� JAMES A &
PHYLLIS A WOODARD
\ DB 9813 PG 1290
\
\ PUBLIC�STORM
\I DRAINAG
I',EASEME T _
1
ZONE 2/�\_1
GRABiN16A TILITY
\ I \ BUFFER_;b A
�,�\ ARE7C=1,766 SF 1 _
LU
\ —4 U
Lu
Lu
LIMIT \ 1 L u
\DISTURBAI}C� l `y —
(ZYP`) C 1 Z
-\\--1 zi
50' NtUSE RIVER \ \ ` U
RIPARIAN BUFFER
(MEASURED 50'fROM\
TOP OF BANK) \ \\ \ \ 1 G
ZONE 1 SW OUTLET BUFFER IMPACT = 394 SF
ZONE 2 SW OUTLET BUFFER IMPACT = 193 SF
ZONE 2 BUFFER IMPACTAREA= 3,799 SF(0.09 AC) GRAPHIC SCALE
0 30 60
NC GRID(NAD83) 1inch =30 ft.
rhe,ohna.MlAd— C—pin 11 .
PLAN INFORMATION
o�.nam, Ivc n13 osMeddlan9a
WALLBROOK
PROJECT NO. CPR-19100
FILENAME CPR19100-El
ph—,919.361.s000
ENVIRONMENTAL IMPACT MAPS
CHECKED BY JPM
rau 919.3e1.22e9
S. MAIN STREET
DRAWN BY JMS
Ilcense number: C-0293, C-18)
SCALE 1"=30'
MCADAMS ... ____
ROLESVILLE, NORTH CAROLINA
DATE 05,05.2022
ZONE 1 UTILITY
CROSSING BUFFER
IMPACT
ZONE 2 UTILITY
PARALLEL BUFFER
IMPACT
ZONE 2 UTILITY
CROSSING BUFFER
IMPACT
ZONE 2 GRADING
BUFFER IMPACT
50' NEUSE RIVER
RIPARIAN BUFFER
(MEASURED 50' FROM
TO\P1 OF BANK)
r Z�VE 2 GRADIN \ \ \ 1 \ I \ I 1 \ \
?UFFER IMPAGf
/ AREA=36 SF/
I`
/
30' CITY OF \ \ \\_ �� /I 1
RALEIGH SANITAR1' \\ \ I I \ 1
SEWER EASEMENT
\ `
�2O�E.2 UTILITY
SCSING BUFF
AREj6SF
\
ZONE 1 unuTY
C OSBING BUFFER
„�\ 1 V '� i 0 PACTJ\
y / f / / -ill �` t l \ /
PROPOSED SANITARY-- / / ` J \x/ \\
SEWER AERIAL \(((
CROSSING — NO JAMES A�,___,___,,&,,,,!!
STREAM IMPACT PHYLLIS A Wyu2ARD
\ (SEE AREA "D^ DB 9813 PGG` 1290�—
\ CROSVSEGTION)
NE 1 UnUTY\
--GROSSING BUFFEFj
IMPACT AREA=
1,002 SF50' NEUS RIVER \
ZONE 2 UTILITY _ RIPARIANUFFER I \\
CROSSING BUFFER - \ (MEASURED 50' FROM — — — — —� ( %�
` 4UPACT AREA= \ \ TOP OF BAN}O /
628--SF-
IMITS
DISTURBANCE\ �^ \ /Y
`fi r (TYP.)' \ 'K \ \
SSMH \ ��' \ \ \ \ �a\�\ \ \ \ \\�� VAkIA5LE W1DTT' STY OF \ \ \
-TYP:) — \ �s — \ \�' \ ReLEIGH`SgqNITARY \ \ \ \
,,SEWER \ SEMEN\T \ \ \ \ \
�X<TING 20 CI�'Y�QF \\ \
_ RALEIGH ,,��AN�ARY �OLJE 2-'UTILITY
SEWER EASEMENT �t \ \ W�ARA6LEL BtJ F�ER
— — — \IAMT-ACT 'AR A= \ \ \ \ \ \ \
IMPACT AREA "D"
I&Ir,1IIIF
ZONE 1 BUFFER IMPACT AREA = 2,002 SF (0.05 AC)
ZONE 2 BUFFER IMPACT AREA = 1,895 SF (0.04 AC)
N GRAPHIC SCALE
0 1s 30 60
NC GRID(NAD83) 1inch =30 ft.
o_, M"'i'n Conaanv,ln=.
PLAN INFORMATION
osMe,dlan9a 13
o�.nam, Ivc nn3
WALLBROOK
PROJECT NO. CPR-19100
FILENAME CPR19100-El
ph—,919.361.s000
ENVIRONMENTAL IMPACT MAPS
CHECKED BY JPM
rau 91b,,.29e90293,
S. MAIN STREET
DRAWN BY JMS
Ilcense number:C-C-C-18)
SCALE l.,30'
WADAMS... me a mseo eom
ROLESVILLE, NORTH CAROLINA
DATE 05,05.2022
--
7AIN�W
\
\�
�' `
(SIGNED BY
W
— i NC GRID (NAD83)
\
OTHERS ZP.
U
,2D'Cx 18.3W�
CLASS I RIPRAP
OK
--5'x8' Z`ONCPETE
BOX CULVERT
1
��
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
390
380
370
365
CROSS SECTION - AREA A
CE 01
WALL CREEK DR
FINISHED GRADE
3:1 SLOPE
AREA OF
F ILL
20'Lxl8.3'W
CLASS I RIPRAP
EXISTING GRA
(rE OF CREEK
E
/
BOX
CULVERT
PERMANENT —NO
PERMANENT LOSS
IMPACT (DISSIPATOR
PA. . TOP OF RIPRAP
PLACED FLUSH WITH
EXISTING STREAM BED
10+00
The John R. Mc4dams Company, Inc.
2905 Meridian Parkway
on�ham, Nc z2713
phone 919. 361. 5000
fax 919. i52269
MCADAMS
license number: C-0293, C-18)
wwwmeadam=eeenm
11+00
390
380
370
365
12+30 12+50
WALLBROOK
ENVIRONMENTAL IMPACT MAPS
S. MAIN STREET
ROLESVILLE, NORTH CAROLINA
PLAN INFORMATION
PROJECT NO.
CPR-19100
FILENAME
CPR19100-E2
CHECKED BY
JPM
DRAWN BY
JMS
SCALE
1"=40'/1"=4'
DATE
05,05.2022
VARIABLE WIDTH CITY OF
\ LEIS SANITARY
EASEMENT
I /� ���A\` /l�/ �� l llm / l
� III �������_ vv �I
NC GRID (NAD83)
r / —ACITY OF
PIER (TYPl /.)�R0LEIGH SA(DESIGN BYyOTH�E/ /RS)
SEWER EAElT \ 1
r
�I
�0F10211 SxsIccGCITY
0TARYLRSAMENT�WASE
8ss
8„ is \ \ 1 IIAll /4JA�E� & 1
PH LIS
ONARD (AEf1AL I
CRosSIG}�1
I
I�1
�!�
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
350
340
330
325
CROSS SECTION — AREA D
0
o
0
+ i[PPROXIM
TE 108'
OF
N
r
EXPOSED
NERIAL PI
E
+
DESIGN EY
OTHER
d_
o
ExISTI
c
di
AERIAL
CRO
SING PER
CITY 0
o
GRAD
M-
- RA
SIGH RETAIL
S-1
i
36" MIN.
_ \
-
A
PROX. 1
0 LF—
1 STEEL
CASING
"-
COVER
PI
E (0.75'
MIN. WA
L THICK
ESS)
N
M
II j
O
Z
I
S
APPROXIMATE 7.2'
PER
N
rn
(DESIGN BY OTHERS)
ITa
a
o
APPROXIMATE 13' FROM
1
cs
M
OTTOM OF PIPE TO CREEK BE
LINK EMBANKMENT WI
H CLAS
\
z z
APPROXIMATE 7.
PIER
RIPRAP OVER GEOT
TILE
\
(DESIGN BY OTH
RS)
ONCRETE PIER (SHALL BE BURIED
LINK EMBANKME
T WITH LASS
I
' MIN PER CDR DETAILS) (TYP.
45'.MAX
SPAN
RIP RAP OVER GEOTEXTIL
STREAM)
(CENTER
SPAN ON
CONCRETE
PIER (SHALL BE
BURIED
_
3'
MIN PER COR DETAILS)
(TYP.)
14+00 15+00
o f,1 eR P ooloa
The John R. Mc4dams Company, Inc.
29R Meridian Parkway
on�ham, Nc z2�s3
phone 919. 361. 5000
fax 919. i5 2269
license number: C-0293, C-18)
WADAMS wwwmeadam=eeenm
16+00
WALLBROOK
ENVIRONMENTAL IMPACT MAPS
S. MAIN STREET
ROLESVILLE, NORTH CAROLINA
350
340
330
325
17+00
PLAN INFORMATION
PROJECT NO.
CPR-19100
FILENAME
CPR19100-E2
CHECKED BY
JPM
DRAWN BY
JMS
SCALE
1"=40'/1"=4'
DATE
05,05.2022