20220239 Ver 1_More Info Received_20220411

Strickland, Bev
From: Bob Zarzecki <[e-mail]>
Sent: Monday, April 11, 2022 12:47 PM
To: Cohn, Colleen M; Norton, April R CIV USARMY CESAW (USA)
Cc: Tommy Craven
Subject: [External] RE: Kinsley Subdivision DWR#20220239
Attachments: 2022-04-11 Kinsley Impacts.pdf; 2022-04-11 Kinsley Impact Sheet 6.pdf
Importance: High
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Colleen & April:
To address question #3, the engineer revised the design to replace the existing pipe with a new 36"
pipe that outlets in the same location as the existing pipe.
No changes to the stream/wetland/buffer impacts.
Please replace the original permit drawings / impact maps with these new revised plans.
As to question #2, the engineer response is as follows: "The SCM will also be providing stormwater
detention in the 1 through 10 year design storms which will help lower the velocity. There is a 15 foot long rip
rap dissipater pad at the end of the culvert."
Please let us know if you require any additional information.
Kind regards,
BOB ZARZECKI
Wetlands Department Manager/Principal
Soil & Environmental Consultants, PA
From: Bob Zarzecki
Sent: Friday, April 8, 2022 5:00 PM
To: 'Cohn, Colleen M' <[e-mail]>; 'Tommy Craven' <[e-mail]>
Cc: 'Norton, April R CIV USARMY CESAW (USA)' <[e-mail]>
Subject: RE: Kinsley Subdivision DWR#20220239
Colleen:
Good catch on Question #3. Tommy is going back to his guys to see what they can do. We hope to
have you the information on Monday morning.
Honestly, whatever they do will be a great improvement from the current situation as that existing 30"
CMP is not functioning, connects to different types and sizes of failing pipe sections, and a ton of
i

random fill material essentially just dumped over the stream. See attached photos all taken in this
area of the existing crossing and future impact #11.
BOB ZARZECKI
Wetlands Department Manager/Principal
Soil & Environmental Consultants, PA
From: Bob Zarzecki
Sent: Friday, April 8, 2022 3:48 PM
To: 'Cohn, Colleen M' <[e-mail]>; 'Tommy Craven' <[e-mail]>
Cc: Norton, April R CIV USARMY CESAW (USA) <[e-mail]>
Subject: RE: Kinsley Subdivision DWR#20220239
Importance: High
Colleen:
I've copied the project engineer Tommy Craven on this response and asking him to respond to
questions 2 & 3.
As to question 1, Impact #1 crossing was measured as per the attached exhibit. The head of the
stream bends to the southeast. It is close at 76 degrees, but we felt that it just met the requirement.
The buffer impacts at 0.2403 acres are also under 1/3 acres. I've found that crossing meandering
stream origins like this can be tricky compared to a simply crossing with retained stream sections
above the origin.
Attached are some photos of the stream origin and stream. It was excavated and channelized from
past farming practices. It was probably excavated down to seasonal groundwater to help provide
water to the stock pond below.
One thing to point out here is that we took into consideration the fact that we were crossing at the
origin, and as such located a Primary SCM across the road from it, such that the road essentially acts
like a pond dam/road crossing, even though the actual impoundment structure is outside the road
footprint. The discharge from the Primary SCM will also help to ensure hydrology is maintained to the
retained stream section below. The end result will be a pond (Primary SCM), road, +/- 200 If of
stream, then the farm stock pond, which then drains directly to a culvert under North Main Street.
BOB ZARZECKI
Wetlands Department Manager/Principal
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
Office [phone]
Direct [phone]
Mobile [phone]
[e-mail]
Visit us at sandec.com
This electronic communication, including all attachments, is intended only for the named addressee (s) and may contain confidential information. This electronic
communication may not have passed through our standard review/quality control process. Design data and recommendations included herein are provided as a matter of
convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's original signature and seal. If you are not the named
addressee (s), any use, dissemination, distribution or copying of this communication is prohibited. If you have received this electronic communication in error, please notify
the sender by return e-mail and delete the original communication from your system. Thank you.
2

Please consider the environment before printing this email.
From: Cohn, Colleen M <[e-mail]>
Sent: Friday, April 8, 2022 2:51 PM
To: Bob Zarzecki <[e-mail]>
Cc: Norton, April R CIV USARMY CESAW (USA) <[e-mail]>
Subject: Kinsley Subdivision DWR#20220239
Good afternoon,
I am reviewing the above reference application, and some additional information is required to complete the review:
1) Please provide additional details on how Road Crossing Impact #1 meets the definition for a perpendicular
crossing of streams or other surface waters. [15A NCAC 02B .0714(11)(y)]
2) Please provide additional information on the SCM and stormwater discharge entering the proposed culvert
under the Road Crossing in Impact #1. Will large storm events result in high velocity discharge from the pipe and
increase the potential for scouring? Will a rip rap dissipator pad be used at the end of the culvert as it discharges
to the stream?
3) Am I understanding correctly that the 30" pipe between impacts 11 and 12 is to be removed completely and not
replaced? Will hydrology between the two sections be maintained?
Thanks,
Colleen Cohn
Environmental Specialist II
North Carolina Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
380o Barrett Drive
Raleigh, NC 27609
Office: 919-791-4258
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
3

KINS Y SUBDIVISION
WETLAND AND BUFFER IMPACT MAPS
PROJECT STATISTICS
PROPERTY DEVELOPER
SITE INVESTMENTS, LLC
933 OLD IW IGHT ROAD
TABLE OF LAND
OWNERS 'TABLE C1.1
DEED
SURVEY
PIN
OWNER
DEMBOOB
PAGE
PAGE
ACRES
SEFEADDRESS
ZONING
1167NMAIIONSI'(WAKE
-2-70-5407
RAY, CALV INA IR HUGHES, MARYANN
16-E
219
24.350
2i.lt
OU
OSTEPIIENTAYLORRO
1842-71-9092
RAY,CALV INA IR HUGHES. MARYANN
-E.
219
0.150
0.15
AKE CO
RD
O STEPH ENTAYLOR RD
1842-81-0062
RAY, CALV I N A I R HU GH ES MARY ANN
16-E-
219
0.010
0.0,
AKE CO
RD
1842-80-3120
RAY. CALV I N A I R HUGH ES MARY ANN
16E-
219
37.950
33.16
27SPRINGLN (WAKECO)
RD
1842-80.3120
RAY,CALV INAIR HUGHES MARYANN
-E.
219
-
0.35
27SPRINGLN (WAKECO)
RD
1842-80-3120
RAY,CALV INA IR HUGHES MARYANN
I&E.
219
-
1.87
27SPRINGLN (WAKECO)
RD
1248NMAINSF(WAKE
1851-09-4149
SITEINVESTMENMLLC
17321
2.
SA740
5831
RD
YOUNGNILLEDLVD
1952-01-8373
SITEINVESTMENTYLLC
2166
2117
87."0
85.11
FRANKLINCD
AR
TOTALS
208.99
203.08
ZONING
VICINITY I" IAP 1"=2O00f
SHEET INDEX
1 OF 11
COVER SHEET
2 OF 11
OVERALL IMPACT MAP
3 OF 11
MPACT #1, #2A, #213, #3A, #313, $ #21
4 OF 11
IMPACT #4, #5, $ #6
5 OF 11
MPACT #7, #S, #9, #10
6 OF 11
IMPACT #11, #12, #13, #14
7 OF 11
MPACT #15 #16
8 OF 11
IMPACT #17, #15, #1q, #20
9 OF 11
IMPACT PROFILE FOR #1
10 OF 11
IMPACT PROFILE FOR #12
11 OF 11
GREENWAY � PUMP AROUND DETAIL SHEET
PUD CD
WAKE FOREST, NORTH CAROLINA
LEGEND
IMPACTS
NEW
IMPACT'
N0.
SHEET
NO.
JURISDICT. ID
JURISDICT.
WETLAND
IMPACT
PERM.
(AC)
JURISDICT.
WETLAND
IMPACT
TEMP.
(AC)
IMPORTANT
CHANNEL
IMPACT
PERM.
(AC)
IMPORTANT
CHANNEL
IMPACT
TEMP.
(AC)
IMPORTANT
CHANNEL
IMPACT
PERM.
(AC)
IMPORTANT
CHANNEL
IMPACT
PERM.
(LF)
IMPORTANT
CHANNEL
IMPACT
TEMP.
(LF)
BUFFER
IMPACTZONE
1(SF)
BUFFER
IMPACTZONE
2(SF)
BUFFER
IMPACT
TOTAL (SF)
REASONFORIMPACT
1
3
FEATURE B &
WETLAND 9
0.0122
0.0077
0.0021
93
5,603
4,867
10,470
ROAD CROSSING
2A
3
FEATURE
15
604
619
SCM OUTLET PIPE
2B
3
FEATURE
375
375
SCM GRADING
3A
3
FEATURE
457
657
1,114
SCM OUTLET PIPE
3B
3
FEATUREB
1,179
1,179
SCM GRADING
4
4
POND 3
286
286
SCM OUTLET PIPE
5
4
WETLAND7
0.0082
ROADCROSSING
6
4
FEATUREA
0.0037
31
1850
2620
4470
SEWER MAIN
7
5
POND 2
118
555
673
SCM OUTLET PIPE
B
5
FEATUREA
361
405
766
SCM OUTLET PIPE
9
5
FEATUREA
174
401
575
SCM OUTLET PIPE
10
5
FEATUREA
0.0018
0,0003
15
923
673
1596
GREENWAY CROSSING
11
6
FEATURED&
WETLAND 4
0.0045
2,730
4,185
6,915
ROADCROSSING
12
6
FEATURED& WETLANDS
606
483
1,089
ROADCROSSING
13
6
FEATUREA
0.0036
615
412
1,027
SCM OUTLETPIPE
14
1 6
1 FEATURE C
1
174
401
575
1 SCM OUTLET PIPE
15
1 7
1 POND1
4213
4213
SITEGRADING
16
7
POND 1
5158
5158
SITE GRADING
17
8
FEATURE B2
518
402
920
SCM OUTLET PIPE
18
8
POND1
69
179
248
GREENWAY CROSSING
19
8
FEATURE B2
0.0025
38
21255
1,854
4,109
SEWER MAIN
20
8
POND 1
1682
1,682
GREENWAY
21
3
FEATURE C
0.003B
31
1891
1 1163
3,054
SEWER MAIN
TOTALS
0.0249
0.0036
0.0095
0.0101
0.0025
108
100
18,359
32,754
51,113
*RIP RAP TO BE SUPPRESSED
AT TOP
OF STREAM BED ELEVATION
- JURISDICTIONAL CHANNEL PERMANENT IMPACT
- JURISDICTIONAL CHANNEL PERMANENT NO -LOSS
JURISDICTIONAL CHANNEL TEMPORARY IMPACT
DL DISTURBED LIMITS
PERMANENT CHANNEL IMPACT AREA
PERMANENT - NO LOSS CHANNEL IMPACT AREA
WETLANDS
PERM. IMPACTED TEMP. IMPACTED
WETLANDS WETLANDS
PLANS PREPARED BY:
PRIEST, CRAVEN & ASSOCIATES, INC.
PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
3803 - B COMPUTER DRIVE, SUITE 104, RALEIGH, N.C. 27609
PHONE 919 / 781-0300 FAX 919 / 782-1288
EMAIL [e-mail] FIRM#: C-0488
TEMPORARY CHANNEL IMPACT AREA
RIPARIAN BUFFER ZONE 2 IMPACT AREA
TEMP RIPARIAN BUFFER ZONE 2 IMPACT AREA
RIPARIAN BUFFER ZONE 1 IMPACT AREA
VERTICAL D• • I)ii
OR vim I ml
HORIZONTAL DATUM - NAID53

!PRO
14:

LEGEND
— JURISDICTIONAL CHANNEL PERMANENT IMPACT
JURISDICTIONAL CHANNEL PERMANENT NO -LOSS
JURISDICTIONAL CHANNEL TEMPORARY IMPACT
DL DISTURBED LIMITS
PERMANENT CHANNEL IMPACT AREA
PERMANENT - NO LOSS CHANNEL IMPACT AREA
TEMPORARY CHANNEL IMPACT AREA
RIPARIAN BUFFER ZONE 2 IMPACT AREA
TEMP RIPARIAN BUFFER ZONE 2 IMPACT AREA
RIPARIAN BUFFER ZONE 1 IMPACT AREA
TEMP RIPARIAN BUFFER ZONE 1 IMPACT AREA
WETLANDS
PERM. IMPACTED WETLANDS
TEMP. IMPACTED WETLANDS
IMPACT #3A TO STREAM
FEATURE B SGM OUTLET
PIPE FROM WET POND
DISTURBED
LIMIT
IMPACT #1
ZONE 1 IMPACT: 5,603 SF (0.1286 AC)
ZONE 2 IMPACT: 4,567 SF (0.1117 AC) /
PERM WETLAND IMPACT 531 SF (0 0122 AG)
PERM. CHANNEL IMPACT: 0.0077 AC (113 LF) /
IMPACT #2A
/
ZONE 1 IMPACT: 15 SF (0.0003 AC)
ZONE 2 IMPACT: 604 SF (0.013Q AC)
/
IMPACT #2B
ZONE 2 IMPACT: 315 SF (0.008(o AC)
IMPACT #3
ZONE 1 IMPACT: 451 SF (0.0105 AC)
ZONE 2 IMPACT: 657 SF (0.0151 AG)
0
IMPACT #3B
z
ZONE 2 IMPACT: 1,11q SF (0.0211 AC)
Zc
IMPACT #21
60 so
ZONE 1 IMPACT: 1,891 SF (0.0434 AC)
ZONE 2 IMPACT: 1,163 SF (0.0267 AC)
TEMP. CHANNEL IMPACT: 0.0035 AG (31 LF)
"I WETLAND 8
oe�
I M PACT #3 B TO STREAM
FEATURE B GRADING
FOR WET POND
SCE 9
i
GRAPHIC SCALE
1" = 60'
sc,�'7 N
70
#2A TO STREAM
FEATURE B SGM OUTLET
PIPE FROM WET POND 11
IMPACT #1
DL ! li3 LF OF PERM.
TOP OF STREAM / CHANNEL IMPACT
BAN K
/ SEE RICHLAND
/ GREEK IMPACTS
IMPACT #22
TO STREAM FEATURE G
SEWER EXTENSION BY
OPEN GUT
ZONE 1 � ZONE 2
BUFFER IMPACTS
SEWER EASEMENT
30' WIDE TOTAL
TOP OF STREAM
BANK
0101
10,
SEWER HAS
BEEN DESIGNED
PERPENDICULAR
TO STREAM
31 LF OF
TEMPORARY
CHANNEL
IMPACT FOR
TEMP.
GROSSING,
COFFER DAM
N
o
cy
a
z
A
a QN
O
w
N
o F
a
N
/
V�=N
/ AND PUMP
z € y
AROUND
'—' Z °
y � a N
DISTURBED
w v
a
LIMITS
d
UP
v W
STREAM
C) � N
" Zw
cn
q�
°
¢o
�e W
N
Q m
,P
z
ar
wW
>¢o
a 0
.m o
F
UZ��
Fv
a_
�N
/
:14 zM

REMAINDER OF IMPACT // \
OUTSIDE OF 10' \
MAINTENANCE
CORRIDOR TO BE
RESTORED TO EXISTING /
CONDITIONS \ /
SEWER HAS o�
BEEN DESIGNED
PERPENDICULAR
TO STREAM
-� 30 LF OF
\TEMPORARY
CHANNEL 30
IMPACT FOR DL
TEMP. UP
GROSSING, STREAM /
COFFER DAM
AND PUMP
AROUND
10'
. r
IMPACT #6
\TO STREAM FEATURE A
SEWER EXTENSION BY \
OPEN CUT
ZONE 1 $ ZONE 2 \
BUFFER IMPACTS
SEWER EASEMENT
30' WIDE TOTAL
IMPACT #4
ZONE 2 IMPACT: 286 SF (0,0066 AC) / \
IMPACT #5 \ /
PERM. WETLAND IMPACT: 357 5F (0.0052 AC) /
IMPACT #6 \
ZONE 1 IMPACT: 1,550 5F (0,0425 AC) /
ZONE 2 IMPACT: 2,620 5F (0.0601 AG)
TEMP. CHANNEL IMPACT: 0.0037 5F (31 LF)

ix71;1xz1ze1, 7
IMPACT #8
TO STREAM
FEATURE A SCM
OUTLET PIPE j
/ FROM WET POND
TOP OF STREAM
BANK
b
�i
IMPACT #cl
TO STREAM
FEATURE A
SCM OUTLET PIPE
FROM WET POND
IMPACT #7
ZONE 1 IMPACT: 115 SF (0.0027 AC)
ZONE 2 IMPACT: 555 SF (0.0127 AG)
IMPACT #8
ZONE 1 IMPACT: 361 SF (0.0053 AC)
ZONE 2 IMPACT: 405 SF (0.0013 AC)
IMPACT #ci
ZONE 1 IMPACT: 174 SF (0.0040 AG)
ZONE 2 IMPACT: 401 SF (0.00g2 AC)
IMPACT #10
ZONE 1 IMPACT: q23 SF (0.0212 AG)
ZONE 2 IMPACT: 673 SF (0.0154 AC)
PERM. CHANNEL IMPACT: 0.0015 AG (15LF)
DL
f
J
0
a
0
j 13 LF OF
PERM.
CHANNEL
I M PACT
SCE
8
IMPACT #10 TO FEATURE A FOR A `
PAVED GREENWAY J
ZONE 1 � ZONE 2 BUFFER IMPACTS
TO THE LIMITS OF THE /
GREENWAY 30' WIDE TOTAL
XBE PIPED
� DISTURBED
LIMITS
IMPACT #77
TO POND 2 SCM
OUTLET PIPE
FROM WET POND \
DISTURBED
LIMITS
/I-
// //
JURISDICTIONAL CHANNEL PERMANENT IMPACT
JURISDICTIONAL CHANNEL PERMANENT NO -LOSS
JURISDICTIONAL CHANNEL TEMPORARY IMPACT
DL DISTURBED LIMITS
PERMANENT CHANNEL IMPACT AREA
PERMANENT -NO LOSS CHANNEL IMPACT AREA
TEMPORARY CHANNEL IMPACT AREA
RIPARIAN BUFFER ZONE 2 IMPACT AREA
TEMP RIPARIAN BUFFER ZONE 2 IMPAGT AREA
RIPARIAN BUFFER ZONE 1 IMPACT AREA
TEMP RIPARIAN BUFFER ZONE 1 IMPACT AREA
WETLANDS
PERM. IMPACTED WETLANDS
TEMP. IMPACTED WETLANDS
r=AOL_Alr- c.r Al �
HEEM&AWA

r
DISTURBED
I IMITC,
IMPACT #11
PERM. WETLAND IMPACT: 1q6 SF (0.0045 AG)_�� —DL
ZONE 1 IMPACT: 2,730 SF (0.0627 AC)
ZONE 2 IMPACT: 4,155 SF (O.Og61 AC)
PERM. CHANNEL IMPACT: 0.0006 AG (7 LF)
IMPACT #12
ZONE 1 IMPACT: 606 SF (0.015g AG)
ZONE 2 IMPACT: 453 SF (0.0111 AC)
IMPACT #13
TEMP. WETLAND IMPACT: 151 SF (0.0036 AG)
ZONE 1 IMPACT: 565 SF (0.01gg AG)
ZONE 2 IMPACT: 753 SF (0.0175 AG)
IMPACT #14
ZONE 1 IMPACT: 174 SF (0.0040 AG)
ZONE 2 IMPACT: 401 SF (0.00g2 AC)
O<
/ I M PACT # 11 TO STREAM
FEATURE A $
WETLAND 4
FOR A ROAD
GROSSING
DISTURBED
LIMITS
— — 01—
I M PACT # 12 TO STREAM
FEATURE A � WETLAND 5
FOR A ROAD GROSSING
AND EXISTING STORM
PIPE REMOVAL AND
REPLACEMENT
EX. 50" CMP
STORM PIPE TO
BE REMOVED
AND REPLACE
WITH 36" RCP
12(
TOP OF STREAM
BANK
LEGEND
DISTURBED
LIMITS
IMPACT #14
TO STREAM
FEATURE G FOR
SCM OUTLET PIPE
FROM WET POND
JURISDICTIONAL CHANNEL PERMANENT IMPACT
JURISDICTIONAL CHANNEL PERMANENT NO -LOSS
JURISDICTIONAL CHANNEL TEMPORARY IMPACT
DL DISTURBED LIMITS
PERMANENT CHANNEL IMPACT AREA
PERMANENT -NO LOSS CHANNEL IMPACT AREA
TEMPORARY CHANNEL IMPACT AREA
Amd RIPARIAN BUFFER ZONE 2 IMPACT AREA
TEMP RIPARIAN BUFFER ZONE 2 IMPAGT AREA
RIPARIAN BUFFER ZONE 1 IMPACT AREA
TEMP RIPARIAN BUFFER ZONE 1 IMPACT AREA
V U
z a
vFi = w
z a �
o z
z
x
H w
z o
o_ z
F' z W
V Lzl Lx]
a
U �
Q F
Z E$
"Qw
�a
w�a
w�C>~
mad
0
a
KimQF3
Ga1w
z��
x
a w
wwa
Z
?� U C)
O
'fj NO O
a
rl � ry
cy O
a o 0
N
E a
Lz7 Ci.] W L
4
Zz€
E
0­4Zo�
V "
w"v z
a«
E--
� a6
�= F
ULL
0' m =
Ow� Z A
WETLANDS �WP
PERM. IMPACTED WETLANDS
TEMP. IMPACTED WETLANDS
GRAPHIC SCALE
ill - 00'

IMPACT #15
ZONE 2 IMPACT: 4,213 SF (O.Og67 AG)
IMPACT #16
ZONE 2 IMPACT: 5,155 SF (0.1184 AG)
� / lJ I I /ALL
120 60 30 0 60 150
GRAPHIC SCALE
1" = 60'
NORTH
IMPACT #16 TO
POND 1 FOR
SITE GRADING
LEGEND
JURISDICTIONAL CHANNEL PERMANENT IMPACT
JURISDICTIONAL CHANNEL PERMANENT NO -LOSS
JURISDICTIONAL CHANNEL TEMPORARY IMPACT
DL DISTURBED LIMITS
PERMANENT CHANNEL IMPACT AREA
PERMANENT - NO LOSS CHANNEL IMPACT AREA
TEMPORARY CHANNEL IMPACT AREA
RIPARIAN BUFFER ZONE 2 IMPACT AREA
TEMP RIPARIAN BUFFER ZONE 2 IMPACT AREA
RIPARIAN BUFFER ZONE 1 IMPACT AREA
~ TEMP RIPARIAN BUFFER ZONE 1 IMPACT AREA
O
z WE
PERM. IMPACTED WETLANDS
TEMP. IMPACTED WETLANDS
w /

/ IMPACT #17
TO STREAM FEATURE B2
/ SCM OUTLET PIPE FROM
WET POND
EXISTING PAVED
DRIVEWAY
38 LF OF TEMPORARY
CHANNEL IMPACT FOR TEMP.
CROSSING, COFFER DAM
AND PUMP AROUND
JURISDICTIONAL CHANNEL PERMANENT IMPACT
— JURISDICTIONAL CHANNEL PERMANENT NO -LOSS
JURISDICTIONAL CHANNEL TEMPORARY IMPACT
DISTURBED LIMITS
PERMANENT CHANNEL IMPACT AREA
PERMANENT - NO LOSS CHANNEL IMPACT AREA
TEMPORARY CHANNEL IMPACT AREA
RIPARIAN BUFFER ZONE 2 IMPACT AREA
RIPARIAN BUFFER ZONE 1 IMPACT AREA
TEMP RIPARIAN BUFFER ZONE 1 IMPACT AREA
IMPACT #20 TO
POND 1FOR �. WETLANDS
GREENWAY
I = = = PERM. T D E IMPACTED WE LAN S
IMPACT #15 TO POND 1 FOR A
GREENWAY (TO BE BRIDGED OVER
IMPACT 20 SPILLWAY ONLY)
SEE INSERT ON ZONE 1 � ZONE 2 BUFFER IMPACTS
THIS SHEET TO THE LIMITS OF THE
GREENWAY 30' WIDE TOTAL
EXISTING PAVED
DRIVEWAY
TEMP. IMPACTED WETLANDS
IMPACT #17
ZONE 1 IMPACT: 515 SF (0.01111 AC)
ZONE 2 IMPACT: 402 SF (0.00g2 AG)
IMPACT #15
ZONE 1 IMPACT: 6q SF (0.001(o AC)
ZONE 2 IMPACT: 17q SF (0.0041 AC)
IMPACT #1q
ZONE 1 IMPACT: 1,065 SF (0.0244 AC)
ZONE 2 IMPACT: 1,854 SF (0.0426 AC)
TEMP. CHANNEL IMPACT: 0.0025 SF (35 LF)
IMPACT #20
ZONE 2 IMPACT: 1,682 SF (0.038(6 AG)
IMPACT #11i
TO STREAM FEATURE B2 SEWER
EXTENSION BY OPEN CUT STREAM
ZONE 1 � ZONE 2 BUFFER IMPACTS
SEWER EASEMENT
30' WIDE TOTAL
ie-z•A
0
z

IMPACT #1 PROFILE
YI 11001
435
PROPO ED
STA 2+04.
6
GRADE
TOP
RISER 1'002
TOP 42
.00
INV OUI
412.00 (110
2)
425
GRADE
415
0%
410
156.45 L. .
R0.559.6
STA 0+45.11
INV IN 4011.0
(11001)
0+00 1 +00 2+00 3+00 4+00

IMPACT #12 PROFILE
im
on
5'
100,
75' 50,
25'
TOP 38
.26
INV
IN 364.41 (14
2)
INV
IN
EXISTING
GRADE
O
l
1
(78)-158.71
L.
.
llzrvc,
ss
t�l%
STA
+28.42
TOP
66.4q
IrT
I
1
0+00 1 +00 2+00
5+00
4+00
5+00
6+00 C +50

COARSE AGGREGATE
p,oO ..
000 O"CY
O° O 'op 0 0 O
°
00 O 0 O0 p O
0
O ° p O -0
b
o° °O. O 0 0 ° O. O
OOo O O°O° 0 t
00.0 p 0 0 0
00 oo <
0
0. OO 0oo0O0f�00°pO
EARTH FILL GOVERED BY
LARGE ANGULAR ROCK
'f-�OGrbO p
0.0 '0 O0�0.0 0
o c 0 O 0 p �0 00
O 00 ° O
o O o
O .O 0 00 Q. 0 ° O
0 O.°Oo CO..000
O bo*-000 ; o
°O 0 60 O' p° O%
0
�O o O 0.oO 00 . 0°O
oo Oq
PLAN
STANDARD TEMPORARY
STREAM CROSSING
EARTHEN COFFERDAM INSET
AFTER THE REMOVAL OF THE COFFERDAM AND
TEMPORARY STREAM CROSSING, THE STREAM
WILL BE RESTORED TO EXISTING CONDITIONS.
CONSTRUCTION TO BE PERFORMED IN THE DRY.
TEMP
STREAM
CROSSING
TEMPORARY STREAM IMPACT
FOR COFFER DAM, SEWER
INSTALLATION AND
TEMPORARY STREAM
CROSSING
EARTHEN
COFFERDAM
UP—r
STREAM
TEMP STREAM IMPACT
WITHIN SEWER EASEMENT
1"=20-
DOWN
STREAM
� O
DEWATERING
PUMP
a
J'
r
-------------------------------------- -------------------------
4
11/2'
zu
1 FT. % 1 INCH DBH O U
OR 5'MIN. CLEAR
�R�
TOTREESORSIGN 1— 7—III—
11-1—I �Ir >
2' 2'
SHOULDER 101PATHWAY SHOULDER 3TO SWAT F.
W:
I 2%CROSSSLOPE 12 d
1
l
=MIXASPHCOMPACI
3j
=
GEOTEXTILF STABILIZATION FARR IC(AS —1 �—
REQ'D FOR STABILIZATION OF SUBGRADE)
COMPACTED SU13GRADU
14•-0' GRA V EL
ASPHALT SECTION
PAVED
PAVEMENT SECTION:
Pavement section must be designed bygeotechnical engineer based on applicable soil and traffic
load conditions.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
GREENWAY
�""
No[To Scale
«
8.01
TOWN of
ASPHALT PAVEMENT SECTION
'FZl,
sM1a"
WAKE FOREST
Feb., 2015„2°°
1 uC 1
'ALL ASPHALT GREENWAY TRAILS WITHIN BUFFERS TO HAVE 2' GRASSED SHOULDERS
D<
1 FT. /1INCH DBHUd
OR 5MIN. CLEAR Z K d
TO TREES OR SIGN o j
U
TREE CLEARANCE
NOT TO SCALE
_
TZl
Is mIw
3CY MAX.
' ! of
10'-0'TO IX-0'CLEAR
ii
i' UB
HOR.INTERMEDIATE RAILS,
u RAIL
VERT. PICKETS OR OTHER
! i
PEDESTRIAN RAILINCS:
APPROVFD BARRIER SI'STFM �i !
i
42" ABOVE SURFACE.
MULTI-USE(GREENWAYS,
BICYCLE):
54"ABOVE SURFACE
kLjJ
�tjJ
NON -TOXIC PRESSURE
CURB(W'HEN BOARDWALK
ii
\ TREATED WOOD DECK
± I530'OR LESS IN HT)
W'CTI ANDS OR OTl lCR —III —III
O
ECOLOGICAL OR Hl DROLOGIC y LI
FEATURE
W
W�Q
DRIVEN PILES, AUGURED
HELICAL PIERS OR OTHER
a'
APPLIED FOUNDATION SYSTEM
-'
TRANSVERSE
BOARDWALK SECTION
NOT TO SCALE
NOTES:
1. Refer to the Town of Wake Forest Green way Boardwalk and Foot Bridge Design manual for
design criteria.
Z When height of boardwalk exceeds 30', designer to evaluate need for lateral bracing.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
TIMBER BOARDWALK /FOOT BRIDGE N"T"Sale s:ii
wer° OREST CONCEPT OPTION
M1x x;
Feb', 2015 7 �I1
z
Z

c,�
WETLAND 4
DISTURBED
LIMITS
IMPACT #11
PERM. WETLAND IMPACT: 1116 SF (0.0045 AG)—.2
ZONE 1 IMPACT: 2,730 SF (0.0627 AG)
ZONE 2 IMPACT: 4,155 SF (0.0961 AG)
PERM. CHANNEL IMPACT: 0.0006 AG (7 LF)
IMPACT #12
ZONE 1 IMPACT: 606 SF (0.013q AG)
ZONE 2 IMPACT: 455 SF (0.0111 AG)
IMPACT #13
TEMP. WETLAND IMPACT: 151 SF (0.0036 AG)
ZONE 1 IMPACT: 865 SF (0.0111q AG)
ZONE 2 IMPACT: 755 SF (0.0173 AG)
IMPACT #14
ZONE 1 IMPACT: 114 SF (0.0040 AG)
ZONE 2 IMPACT: 401 SF (0.00g2 AG)
/ /' z
/
ICI PACT # 13
TO STREAM
FEATURE A $
WETLAND 4 FOR
SCM OUTLET PIPE
FROM WET POND
\Y
\
TOP OF STREAM
BAN K
/r
101
o< \
' I M PACT # 11 TO STREAM
FEATURE A
WETLAND 4
FOR A ROAD
GROSSING
SCE
� I
WETLAND 5 Q
DISTURBED
LIMITS
IMPACT #12 TO STREAM
FEATURE A � WETLAND 5
FOR A ROAD GROSSING
AND EXISTING STORM
PIPE REMOVAL AND
REPLACEMENT
�Z�
EX. 50" GMP
STORM PIPE TO
BE REMOVED
AND REPLACE �\
WITH 36" RGP
/ S
r•1
DISTURBED
LIMITS
IMPACT #14
TO STREAM
FEATURE G FOR
TOP OF STREAM SCM OUTLET PIPE
BANKFROM WET POND
LEGEND
JURISDICTIONAL CHANNEL PERMANENT IMPACT
JURISDICTIONAL CHANNEL PERMANENT NO -LOSS
JURISDICTIONAL CHANNEL TEMPORARY IMPACT
DL DISTURBED LIMITS
PERMANENT CHANNEL IMPACT AREA
PERMANENT - NO LOSS CHANNEL IMPACT AREA
TEMPORARY CHANNEL IMPACT AREA
RIPARIAN BUFFER ZONE 2 IMPACT AREA
TEMP RIPARIAN BUFFER ZONE 2 IMPACT AREA
RIPARIAN BUFFER ZONE 1 IMPACT AREA