20201285 Ver 1_More Info Received_20220628

Strickland, Bev
From: Anna Reusche <[e-mail]>
Sent: Tuesday, June 28, 2022 2:56 PM
To: Cohn, Colleen M
Cc: [e-mail]; Abby Williams; Mike Taylor
Subject: [External] RE: Arbor Creek - Middle Creek Greenway DWR#20201285
Attachments: Arbor Creek DEQ Comment Response Letter_06-26-2022.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good afternoon,
Responses to the questions below, including the revised impact maps, are attached. Please don't hesitate to let me
know if you have additional questions.
Thank you,
2 S_P!
ANNA REUSCHE, PWS
Senior Environmental Project Manager
SEPI, Inc.
One Glenwood, Suite 600, Raleigh, NC 27603
919.747.5865 D 919.816.7745 M
Celebrating Twenty Years
From: Cohn, Colleen M <[e-mail]>
Sent: Thursday, June 9, 2022 1:35 PM
To: Anna Reusche <[e-mail]>
Cc: [e-mail]
Subject: Arbor Creek - Middle Creek Greenway DWR#20201285
CAUTION: External email. **NEVER CLICK or OPEN** unexpected links or attachments. **NEVER** provide your user ID or
Password. Send all suspicious email as an attachment to Report Spam.
Good morning,
I am beginning my review of the above referenced project, and in order to complete the review, some additional
information is required:
1) Please provide the Division with a copy of your response to the May 12, 2022, request for additional information
from the US Army Corps of Engineers. [15A NCAC 02H .0502(c)]
2) The Division concurs with the USACE that it appears that wetland impacts could be further minimized by using
raised piling boardwalks within wetlands versus the proposed grading and fill for the greenway trail. Please
redesign or provide additional information to support grading and paving the greenway within wetland areas.
[15A NCAC 02H .0506(b)(1)]
1

3) The Division concurs with the USACE that it appears that stream impacts could be further minimized by using
raised bridges instead of culverts and rip rap within stream channels. Please redesign or provide additional
information to support culverts and rip rap. [15A NCAC 02H .0506(b)(1)]
4) Please provide more detailed information on the requested buffer impacts. "Allowable with Authorization" does
not specify which item under the Table of Uses you are proposing the activity falls under. [15A NCAC 02B
.0714(11)]
5) How wide are the shoulders for the greenway? The maps appear to show shoulders wider than 2 ft. Are the
maps showing the whole easement? Are the requested buffer impacts for the entire easement width or just for
the asphalt trail and shoulders? [15A NCAC 02H .0502(c)]
6) I'm not understanding what this item is in Wetland Impact WA-3. What is this? [15A NCAC 02H .0502(c)]
Please provide a response within 30-days. Additional information may be requested upon review of your response.
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.
2

S E I RALEIGH: 1 Glenwood Avenue, Suite 600, Raleigh, NC 27603
OFFICE: 919.789.9977 / FAX: [phone] / WWW.SEPIINC.COM
June 28, 2022
Ms. Colleen Cohn
North Carolina Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
Re: Response to Request for Additional Information
Arbor Creek - Middle Creek Greenway (DWR#20201285)
Holly Springs, Wake County
Dear Ms. Cohn,
The following includes responses to the additional information request received June 9, 2022,
from your office:
1) Please provide the Division with a copy of your response to the May 12, 2022, request
for additional information from the US Army Corps of Engineers. [15A NCAC 02H
.0502(c)]
A copy of the response was provided on June 10, 2022, to the Division.
2) The Division concurs with the USACE that it appears that wetland impacts could be
further minimized by using raised piling boardwalks within wetlands versus the
proposed grading and fill for the greenway trail. Please redesign or provide additional
information to support grading and paving the greenway within wetland areas. [15A
NCAC 02H .0506(b)(1)]
Permanent wetland impacts have been further reduced for the project. Revised impact maps are
attached.
The Town of Holly Springs Parks, Recreation and Greenway Master Plan's identified project
corridor for this project follows Middle Creek between Sunset Lake Road and Holly Springs Road.
Wetlands were mapped for the project and are almost continuous along the corridor. SEPI
approached this project as an iterative design, studying multiple alignments to minimize the
impacts to the maximum amount practicable.
Boardwalk crossings were generally not a viable solution through much of the project due to the
trail's location within the floodplain and floodway. The structures create a blockage within the
FEMA flood model, and result in an increase depth of upstream flood waters.
The extensive wetlands also create limited access points and boardwalks can create large
sections of asphalt trail that would become isolated (located between two boardwalks). Trail
bridges and boardwalks are not designed to support loading associated with future grading and
paving activities. Future maintenance operations would have to construct temporary access

SEPI
roads around the boardwalks, through the wetlands to access the isolated paved portions of
trail.
Specific examples are as follows:
• At the Sunset Lake Road connection (northern most part of the trail), the original trail
alignment would have removed the existing failing boardwalk and replaced it with an
asphalt trail on fill. To avoid this wetland impact, easements were acquired on private
property to move the trail out of the wetland. This trail relocation resulted in reducing
permanent wetland impacts by approximately 0.62 acres.
Near the middle of the trail between Bridge 1 and the largest wetland crossing (WI), the
original trail alignment more closely followed the sewer easement closer to Middle Creek,
with a spur trail to connect to the trail head. This alignment resulted in large parallel
impacts along the wetland. To avoid these impacts, the trail was moved upland, outside
of the wetland boundary, and crossed the wetland perpendicular at two locations. This
trail relocation resulted in reducing permanent wetland impacts by approximately 0.78
acres.
• Removed trail spur connecting to Aldenwood Place. This spur would have been
constructed entirely in the wetland. Removal of this spur section resulted in reducing
permanent wetland impacts by approximately 0.20 acres.
• Boardwalk 'A' is used to cross the southeast end of Wetland W1. The use of boardwalk in
this location resulted in reducing permanent wetland impacts by approximately 0.07
acres.
3) The Division concurs with the USACE that it appears that stream impacts could be
further minimized by using raised bridges instead of culverts and rip rap within stream
channels. Please redesign or provide additional information to support culverts and rip
rap. [15A NCAC 02H .0506(b)(1)]
Permanent stream impacts have been further reduced for the project. Revised impact maps are
attached.
In addition to the avoidance and minimization information provided above:
• Boardwalk 'B' is used to cross stream S1. The use of boardwalk in this location resulted
in reducing permanent stream impacts by approximately 20 linear feet.
• Boardwalk 'C' is used to cross stream SI. The use of boardwalk in this location resulted in
reducing permanent stream impacts by approximately 20 linear feet.
X

SEPI
4) Please provide more detailed information on the requested buffer impacts. "Allowable
with Authorization" does not specify which item under the Table of Uses you are
proposing the activity falls under. [15A NCAC 02B .0714(11)]
The buffer impact maps have been updated to reflect the appropriate use (1)(iii) from the Neuse
Riparian Buffer Table of Uses. A copy of the revised mapping is attached.
5) How wide are the shoulders for the greenway? The maps appear to show shoulders
wider than 2 ft. Are the maps showing the whole easement? Are the requested buffer
impacts for the entire easement width or just for the asphalt trail and shoulders? [15A
NCAC 02H .0502(c)]
The maps reflect a 10' wide paved trail and 2' grassed shoulders. The requested buffer impacts
are for the entire easement.
6) I'm not understanding what this item is in Wetland Impact WA-3. What is this? [15A
NCAC 02H .0502(c)]
The shape shown on sheet WA-3 that was part of the erosion control design. We took that shape
off the impact drawings
If you have any questions, please don't hesitate to contact me at [e-mail] or
919.816.7745.
Sincerely,
Anna Reusche, PWS
Environmental Project Manager
SEPI, Inc.
x

SEPI
Revised Impact Maps
x

ARBOR
CREEK
BRIDGEV
WETLAND IMPACTS
IMPACT LOCATION
PERMANENT IMPACT
AREA (AC:)
SHEET
1
0.02
WA-1
2
0.0002
WA-1
3
0.006
WA-1
4A
0.09
WA-2
4B
0.001
WA-2
5
0,02
WA-3
6
0.35
WA-4
7
0.001
W A-5
8
Q.0005
W A-5
9
0,0007
WA-5
10
0.04
WA-6
TOTAL
0.53
BOARDWALK INSTALLATION IS BEING CONSIDERED A
CONVERSION AND IS MITIGATED AS 1x1
AY
L WITH
S (TYP. )
u
800' 400' 0
SCALE: 1" = 800'
S=�1
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON. SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
SepiinC.Com
AYS
• ao��o D"
BEFODIG
RE YOU <
11
Know what's below.FOR
Call before you dig.
Nonce
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPON5IBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
`��HuFHC�A,,R,ou
SEAL
053032
�qqP' 'RNE
2-
AL i==
-2197
SEPI
ENGINEERING &CONSTRUGION, INC
;HT®�,
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
& Rev. Trail Grading
New Trail
® Rev. Per Town Comments
MGR: ..TAYLOR
'N BY: S. TEYMOURI
KED BY: M. TAYLOR
WETLAND
IMPACT COVER
WA-0

I
h
JZ
co
WETLAND IMPACTS
IMPACT LOCATION
PERMANENT IMPACT
AREA (AC)
TEMPORARY
IMPACT AREA (AC)
1
0.02
0.01
2
0.0002
0
3
0.01
0
BOARDWALK REMOVAL
-
0.26
SUBTOTAL
0.02
0.27
SEPI
-
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEI�Iz...� NC 27603
z
HONE 1
PHONE [phone]
89.99
SepiinC.Com
S
z If
• 1 WORKING DAYS
BEFRORE YOU DIG
-- i
u ExexouHo vAa�mes
Know what's beOw.��
__,--
n
\I� J'
Call before you dig.
Nonce
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
+
+
SHALL BE EXPECTEDTOASSUMEANYRESPONSIBILITYFOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
+ +
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
+
QQ'
I
I I
_ 053032
I4
AL_
-2197 =
�=
-R�YRII r �l
'EPIENGIN D �TIDN INS
�
K
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
I
Parks and Recreation
50' 25' 0
SCALE: 1" = 50'
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
& Rev. Trail Grading
New Trail
® Rev. Per Town Comments
,GR: ..TAYLOR
BY: S. TEYMOURI
TB
M. TAYLOR
WETLAND
IMPACT AREA 1
WA-1

ANCHOR CREEK WAY —� a
4 1
1 �
RIPARIAN
BUFFER- ZONE 2
(TYP.) I�._T_Tz,_�1
RIPARIAN
BUFFER- ZONE 1
(TYP.)
+ WETLAND IMPACT AREA 4B-
1 + PERMANENT: 0.001 AC
II 11 + TEMPORARY: 0.005 AC
I 1 + +
1 1 + + +
1 I + + +
1
I C
+
+
+ +
EX. SANITARY SEWER
e
I +
+ +
+
+ +
EASMENT (TYP.)
ok 1 1
1
+ +
+
+
+ +
EX. COLONIAL PIPELINE
1
+
. +
+
+
+ +
+ + +
+ +I; + I
EASMENT (TYP.)
I+
+
+ +
+ �+ i +
1 I
+
+
+,--A-
+\ + + +
+
+
+ ;+
+ ;� + ' +
WETLAND IMPACT AREA 4A -
+
+
+
+'- +
+ + +
PERMANENT: 0.09 AC
+t
++++++++++
., ++ +
TEMPORARY: 0.06 AC
1 +1
+
+
+ +
F + I +
=3,
t
+
+
+ +
+ t + _ + +
I +
PROPOSED GREENWAY TRAIL
1+
1 +
+
+ +
+., + + + +
10' WIDE, PAVED (TYP.)
\
fig\
+1
4I+
Pt +
+
+
+ ; +
+ +', ;
+`. + + +
+ +' + + I +
q
O 'o; ��--=\•
1 f- —
�= �/� + + + + + +11
fl Ild
mm
ONE ZONE 1
souTriIN e 1
r Y
usevkIT,
WETLAND IMPACTS
IMPACT LOCATION
PERMANENT IMPACT
AREA (AC)
TEMPORARY IMPACT
AREA (AC)
4A
0.09
0.06
4B
0.001
0.005
SUBTOTAL
0.09
0.07
+ _+
-- q
± +
+ + +
+
+
+ + + + +
-
-' q+
+ +
+ + +
+
+
+
ri
I
+ +r+
;+ �+ --�
+ +
�0
+
+ + +
+ +
+ , + +
+.
+
+
i
+ ;+
# +q +
4) + q+
+ 4q
+ +
+
o
1
II
\+ +,--,t
T
II
,+ +
�+
`, +q +
+ + +
+ a+
+ +
+
bi
+ + I+�
+ + +
+ + +
+ +
+ ; + +
C. + + �I +
+
+
l+ +
n
EXISTING
h +
, +
+ cF +I
+ +
1 + `,+ +
+
+'`, + .
WETLAND (TYP) F; +
+ +
�I
1 1
+ + +
+ +
+ ....
+ + +
+ +'
+
+ + +
+ +
+ + +
+
+
1+\+ + I +
+
+ I +
+ +
+ +
+ ....
+ + +
+ +
+
+ +
+ + +
+
+
+
+
u+�
+ +
+ +
+ .
+ + +
+ +
+ + +
+
+
q_ 1+
-k +
+
+ + `.+ + +
+ +
+ + +
+
+
q
I
1+� +
+I +
+ + +'`+_
+ +
+ +
+ + +
+
+
©, +
+1 +
+ +
+' + +
+ +
+ + +
+
+
+
\
(++++I++++++++++++++++++++++++++++++
+
100, 50' 0
SCALE: 1" = 100'
S=;)1
SERI ENGINEERING & CONSTRUCTION, INC.
FAIL ON I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON. SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
SepiinC.Com
BEFORE YOU DIG
Know what'S below. FOR
Call before you dig.
_E'LNEN IC TIE
Nonce
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
s3
32
12082021
gw&�Isiq�'t
SEAL
C-2197
N. C
i ..
SEPIENGIH GO FIGHT. INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
& Rev. Trail Grading
® Rev. Now Trail
® Rev. Per Town Comments
NGR: M. TAYLOR
J BY: S. TEYMOURI
ED BY: I M.TAYLOR
WETLAND
IMPACT AREA 2
WA-2

; + +� ;+ + + + + + 1 + + + + + + + + + + +
-::F + + + + iz II I u
+ + + + + + + + + + t t + + + +
+ ',+ + + ;'+`-_+ + + + + + + + + + + + + I'
\\+ +, + 1 + + + + + + + + + + + + + -�
- ; + + ; + + + + + + + + + + + + I
+ N 4 + + + + + + + + + ;-+, + II I
"-------------
\ + + + + + + * rF + + +
`,.N + + . + + + + ... + + + �1
\ \ .... + + + + ... + + +
+ ;; + + + + + + + + +
�+ +\ + + I* + + + + + + + + + -�
\ + + 1 + + -+--,+ + + + + + + +
' \ \'T +—,,+ + `, + +", + + + + + + 1 °
+I +'`,+ +; + + + + + + + II I
+ I + +; + + + + + + + + + +,�f of
' + + ;� +f + + ++ ; + + + + + + T, I1 I
1 I I + + + ; + + + + + + ;+ + + + . + + + `.+ + Ell °
zl I + + + + + t + `, + + + + + + + + ! + II I
`,+ + + + + + '+ + + + + + + + + + 1
I` + +i + + + + + + + + + + + + + + �\
+ + + %"+`. + + + +___ -`- + ._ t +
J I + + + + + EXISTING + + +
WETLAND (TYP) + + +'
+ + + t, + iF
'r `,+ + + + + it . + + + + +-
\ J \\+ + + + + + + + + ; + t --+ +'+ + + + + I +
! O + + + + + + + + + + + + + `- f + + + + !7> I +
p \ ..... + + + + + + + + + + '`¢ I+
\=,�`. + + + + FUTURE LOCKLEY + + " + I +
+ +`, + ROAD R.O.W. + + + + + I +
a \ + 4 ' + EX. SANITARY SEWER + + + - + + i +
_+ {`+ + EASMENT (TYP.) + + +
G ONE,
++++ ++RIPARIAN ++` ;� + + + +
-H + BUFFER- ZONE 2 + +,', + +
I + I+ + + (TYP.) + + + +G I+
+ ; + + +;' + + + .\ .\
I+ + RIPARIAN + + ;+ + + +
I+ +; + BUFFER -ZONE 1 + + +`, + + \
G i I N++I+++ (TYP.)+++, +++ i+++ I
1 I i I I + + �`, :F + +' + + +1 + +
WETLAND IMPACTS
IMPACT LOCATION
PERMANENT IMPACT
AREA (AC)
TEMPORARY IMPACT
AREA (AC)
5
0.02
0.03
SUBTOTAL
0.02
0.03
S P I
4 \
/
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
/
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
j
/
f
PHONE [phone]
Sepiinc.Com
,
PROPOSED \
3WRRl NG DAYS
BEFORE YOU DIG
\ �
GREENWAYTRAIL - �.+'' !%'�. ; ° °�LAIF °NT`
voa mr �
Knowwh&Sbelow°"°IR°R°UN°FA L"11
10' WIDE, PAVED (TYP.) ' '
`. '` `HI
call before you dig.
HI
It
1
\All
_R
WETLAND IMPACT AREA 5 - I '
o ERsEAN AN, Ego', Ro°o c"rE=°°a,.Eo<<°Mp"
NONCE
CONSTRUCTION OF
IHEOWNLE
PERMANENT: 0.02 ACTHEI , I , , ,
`` 1` '\
TRACTSRESAFEOR IR ER NORTHSIBILGNEE
TEMPORARY: 0.03 AC \ ;
SHALL BOFETHE IFECTEDRESPONSIBILITY
ASSU GAGED EANY
THE WORK,
_ —
X�%/ _ — , , •` �, `, `` ,``, `` ; ; ,` '`` —` --
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
a6<a CURRENT END OF '` _------- -- _
-- -
L.
STREET - LOCKLEY RD."- - - - - - -
s 4°uy'°-�
- - -
/ �= `, •, •, •, `, , `, `, `, `, I I , `, ` ---- ''
•'� ` `, `, ', `, �, `, `, `, i ` i `, ' ` -" ,
, ; r
SEAL
- 053032
6� / "--'-
It
,
-2197
N.c-
SEPI ENGINEERING CONSTRUCTION, INC
Arbor Creek -
Middle Creek
+`, - -- -----
+ + + l `. ``, '`, `` -
;II;`;, -----------
Greenway
' I III , .
i
+ t t
Town of Holly Springs
+ + + °'�
Parks and Recreation
AN
`, ' `',
1 + �, + + + + +'`,+ + + + + + -+ `
``
;
PREPARED FOR:
+ + + ' + _+ +`, + + + t + + + + + - \ `, ; _ '\
�'
Town of Holly Springs
+ + + + + '`f + + + + +-,% + + + +
�\
128 S. Main Street
+ +`, + + + \+ + + + + +`+ + + + `` `
`, `.
Holly Springs, NC 27540
-+ + + + + + I + + + +
PRELIMINARY
♦ \ t. + ;+ + + EXISTING + + + + +--'+ - + + \`, `, 1 1 ;
\�
NOT FOR CONSTRUCTION
90% CONSTRUCTION
+I + + WETLAND (TYP) + + + + + + + + + . -. -
\+ +�_''+ + + + + + + - +- + + + +
DRAWINGS
;
REF 09-012: Arbor Creek Greenway
+ \ + + + + + + + + + ``,+ + + + + + +
`'`
1'
`,•
`,` `, ',` `,
It\\
1 1 LL 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1- 1 ` \\ ,` `^
,
PROJECT:
SE20.027.00
100 50 0
SCALE: 1" = 100'
& Rev. Trail Grading
® Rev. Now Trail
® Rev. Per Town Comments
NGR: M.TAYLOR
J BY: S. iEYMOURI
ED BY: I M. TAYLOR
WETLAND
IMPACT AREA 3
WA-3

+-- T-I + +
+
\ \
PIN rc oesv az uoa \ \
/ ryv40-
I `+++ + `+ ♦--'--\ + + ++ + + T\+ \+., + ;+ + �
+ + +J�/1;+1 +\1 +\� + 1 + + + + + + + + .+ +`___-'+ f' +1; I+ +`♦ +\\ `♦ \`
+ + + `-T.-_,+ \T __'` + + + + + + + + `I+ + + +I + �+1 + +`♦ +`S``
+ + + + `
\+ \+ + + + +1� + + + ' + +% 'r + T `+
+ + + + + +\ +\\ + + RIPARIAN + + + + ;l' + +\, + f\
+ + + + + +\ +\ + + BUFFER- ZONE 2 +, + + +' + )` '' \+ 4, +
+ + + + + + `,+ + (TYP.) '+ + + + + ; + + \,+ + `,+
. + I+ RIPARIAN +`, + + + + + + + + '+
+ + I + BUFFER- ZONE 1 ;E + + + + +`\`,+ + '+ , +
+ + o r� ;r + (TYP.) +; + + + * + + ``+ + + +
O + f + ! + + + + ; + + + `i•\ +
•\.i Y
_______-
%
,� �♦,.'.,-L9 Lo-mom` �`°>\;
°\\
+ ` °\
\ SEPI
\ SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
SepiinC.COm
\ + + `t \\ + + + + + + +` + + " + +`_ + + + 'F + + +`♦ +`--+ i z i s O,``�V`
% + + ; I + I +\\ + + + + + + ♦+ + + + +`♦ + +`\ + ; ,
1 ; �-} + + + + EXISTING + + + "`+ $ + +�`,+ +`, +"`TE"°°s`°
o I , WETLAND (TYP) \ _
+ + + + + + I+ + + + + + + + +` + + + + `
PIN. P11-7-1
+ + +,- + + + + + + + +_ + + + + + +- ,+
+ + + y + + + + +� + + + + --'* + `+ + -i + \l+ + `````I
+'\ + I + I + + '* + + + � 1 + -- %+ + + ,+ + + + + + '\+ +
+ �+ l+� � + + -' + + + + + :+ + + + f`, + + -k + + + + + -- °�Ra,aa, �..wP.,wl
I +1; + + + + + + + + + + + + + + + `.+ + + + +`\ + + +`-------------
+
+ y + J i+ y; +' + + + + �' + + + + + + + + \+ + + +--- k, + + - --------
+ '
+ + / + + ;- +' + + + + + + + + + \\, + t + + 1 + - \� -
+ + + + + + + \-+ + + + +.-_+ 1 + '\+ + \•+--' + ``♦"� ,,`\ + + + +``♦ + +
i1 \ ♦ , I ---------
+ + + I+ + + + + + + + 1 + + + + 1 + `\f+ +` + + + + + `T---+_--+ + + - _- r
+ . + + +I + \` + + 1 + t + + + + + `-+ ♦\+ + + + + f
•\+ WETLAND IMPACT AREA 6 - - + + ; + +`, + + + + + + + + - + + + + + + +
+ +-- PERMANENT:0.35AC + + + + + \`+ + + ----+.--- + t__-+ +--+ + + + + +
+ + -I + + ,- t +TEMPORARY: 0.12 AC + + `•,+ = + + + + + + + -- + + '\\+ + + + + + + +
+ + � + *' + + + + `+.. + + + + + + + + + +\\ + + + +' `♦+ + + +
-
I
+ + `,+ + t__-t + t +
+ + + + + + + + + \
+
+
+
+ +
+
+
+
+ - + + +
+ ff ; + +
+
+
+
+
+
+
+
+
+ +
+
+_-
+
+
+ +
+
+-_ +'
+ 4
o
- _;
`'- - I
,
%
+ + + ; '+ + EX. SANITARY SEWER
,;
+
+ +
+
-+
... `\+; ICI +
+
+
+
+
+ .....
♦+
+ +
-I-
+
+
+
+
+ +
I
�%
-
-; EASMENT TYP.
' ` .-----1
0
{
/
°t
+
+ i +,-' 4 +
+
+
+\
EXISTING
+
+
+
+
+
+ +
+
+ +
+
+ +
+ +
M
!_ `.
PROPOSED
WETLAND TYP
+
,+ + + GREENWAY TRAIL
+
+
+
+ ,+, \\ + + +
+
+
+
+
+
+ +
, +
;- +
+
+ +
+ +
+% % + . + + 10' WIDE, PAVED (TYP.)
\*
+
+
+
+
+'\\ \+` + +
1+
+
+
+
+
+ +
+
+` +
+
y+
+
--4
+
+
+ +
+,.
; I --_ -
+
+
+
+
+ + ; + +
+
+
+
+
+
+ +
+
+
...
-♦
+ --------4
+ ;+__ };.;�-, + + + + + + +
+
+
+ \.+
+
+ ; t' + +
+
+
+
+
+ +
+
+ '`,+
+
+
+
...
+'
+ +
`
+\`♦ + 4-1 �F ♦ . + + + + + + +
-
+
+
+;
+
+ + .. + +
+
+
+
+
+
+ +
+ I\
4-
+
+ +
+
+ +
+ +
+ ;'k, - + + + + + + + + + +
+
+
+ \\+
+
+' + +
+
+
+
+
+ +
+
+
+
+
+
+
+ +
+ `\+----+-♦ + + + + + + +.. \+
+
+
+ \\
+
+ % +.'I + +
+
+
+
+
+
+ +
+'
+
+ -+
+
+
+ +
+-+ ± + +\\` + + + + + + + + + + + + + + + --.+ + +
+ + + + + + + + + '*-- +_` + ; +; + + + + + + ..... + + + + + + -+ + +
+ + + + + + + + + �F`♦_+- + i ic___+ + + + + + ;+ \.+ + + + + + + + + +
'
+ + -+--` t + + + + + + + +--♦+ ;+'\ + + + + + + + + ;+ + + + + + + + + +
\\ + + , k + + +\ + + + + + + __+. +'\ +`\ + ,_ __ +- + + + + ; +'`,+ _.. + + + + + + + +
aU,
WETLAND IMPACTS
IMPACT LOCATION
PERMANENT IMPACT
AREA (AC)
TEMPORARY IMPACT
AREA (AC)
6
0.35
0.12
SUBTOTAL
0.35
0.12
100, 50' 0
SCALE: 1" = 100'
• BEFORE N1ERR°lNoDDIG
YOU DIG
Know what's below.
Call before you dig.
NOTCE
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
sEAL
053032
PI ui
12 -�
AL i==
t
SEPI ENGINEERING IB CONSTRUC110N, INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
& Rev. Trail Grading
New Trail
® Rev. Per Town Comments
PROJ.MGR: M.TAYLOR
DRAW N BY: 5. iEYMOURI
CHECKED BY: 1 M. TAYLOR
WETLAND
IMPACT AREA 4

+ + + + + + + + + +,/ + .-+ �- + + + + + + + + ; + .-+ + + + + + + + + + + _+ _+ + + + �+ + + + + + + +
+ + + + + + + + 1 + `l, + + +, + 1' + + + + + + + + f` -+ + + + + + + 4- +_l- + + _-+ + +--'+ -+ + l + + + + + + +
+ + + + + + \T---+_`�.T, 1 + `T �I + -F + + + + + ._. + + + + + + + + + +' +—` 4—--+--'+ + + + + 1+ 'T
' EXISTING + + + + + + + + + + + + t + + + + + + + + _f "- --.+ -_+ + ; + -,+ + + +
+ + + + + + + `-+--.+ + i WETLAND (TYP) + + + + +;/ + + + + + + + + + + + + + + 4 ' + + + `+-- + 4. + + + + + +
+ + + `i+ + + + + + -+- -.+ i+ �. + + + + + + + `+ �+ + + + + + + + + + + + .i'r'- + + + +_ �� + �"--�-, + + +-
+ + +T + + + + + + + + + + *_--+' + 1' + + + ``, + -/F. + + + + + + + + + ' ' ' ' + + '�/ -��' �^+ / + + 4 + +
+ + ;+ + WETLAND IMPACT AREA 7 - + + + +' + +` +'-'+ + + + + + + + + EXISTING + + +,% +.% + + �-_ + +
+ + + + + + + + + + + WETLAND (TYP) + + " + +-'. I j + + +
+ +-_ 4 - 4 PERMANENT: 0.001 AC + + + + WETLAND IMPACT AREA 8 - + +''-+_, + + + + + + + + + ;' +' + + + + + ... +; +'`_+ + + TEMPORARY: 0.003 AC + + PERMANENT: 0.0005 AC + + r +'`, + + ... + + + + + + + + + _ + + + +
+ + '-+ + + + + + + + + + + + - - ` + TEMPORARY: 0.004 AC + + '�; +`, + + +; + + + + "-+ + +� + +---+ -" t-_ +
+ + + + + + + � � � � � It--r -r _r + + + + + + + + + + 4- ' --PROPOSED +
+ + + EX. SANITARY SEWER F + +, 4 � PROPOSED - + + +_ + + 'T + + + + + + + '+ v+ GREENWAY TRAIL
>, + + + EASMENT (TYP.) + + + + + + + % * + + + + • + + + + + + + `+
+ + r + `_# GREENWAY TRAIL + + + 1 + + * + + + +`, 10' WIDE, PAVED (TYP.)
_+ *---+ + + + + + 10' WIDE, PAVED (TYP.) + + +
_ 4 + + + + + ,+ + + +
�
+ ++ + + + + + + + + + + + + + + + + + + l 1L+
�-
z QI+ + + + 4 T + + + + ++ T_
ice\ ��� ►i< \ _ 1 _
+ + + + ♦ `.` -----, \tom f 1+
+ +
.'- � EXISTING
S=;)1
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
+
+ /+ /+ + +i'
sepiinc.com
+ +
� + "+--' 4
/
+ +/+// + + +
+
yy
\+ \+ T + +
+ \ + +
BEFORE YOU DIG
4 1WORKINODAIS
\+�
+ �( + + +
NIR
R.ROIN.,A�I�InEs
+ +
Know wnat's below_
Call
f\
before you dig.
+\ +\ +
--1;\ 4
o.TE.No
ANo nu uuoFxcaouuo uTlunFs.
NOTICE
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
FOR
�111C GRID z 4
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY
SAFQf� OF PERSONS ENGAGED IN THE W
+\11
OF ANY RBYFTHE S,ORK,
TRUCTURES, OR OF ANY OTHER PERSOONS.
Cz
`1
01
+
+ i
+
+ 4
- Q
053032
+ - t� ANII'A RI �o L --WETLAND (TYP)
+ +
�+ + \ + + 12'03.
_ + + + +AL
MID i \ \ - ---
CREEK /
RIPARIAN
BUFFER- ZONE 2
(TYP.)
?ONE 1
WETLAND IMPACT AREA 9 -
PERMANENT: 0.0007 AC
t
�7W s
v0e 100d M 150
W LTLAND IMPACTS
IMPACT LOCATION
PERMANENT IMPACT
AREA (AC)
TEMPORARY IMPACT
AREA (AC)
7
0.001
0.003
8
0.0005
0.004
9
0.0007
0
SUBTOTAL
0.002
0.007
+ `�} + + + + + + + + `
--+ + 'T + + + + + - \ + 4 SEPIENGINTCC°NRIGHT. 'GTION,INC
> ---- + + _+ + + , +
y + + +`
40
\Pori
Arbor Creek -
Middle Creek
+ --
Greenway
m
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
REVISIONS:
® Rev. Trail Grading
® Rev. New Tmil
® Rev. Per Town Comments
NORTH
100,
JCO 0 PROJ. MGR: ..TAYLOR
DRAWN BY: S. TEYMOURI
CHECKED BY: M. TAYLOR
SCALE: 1 ° = 100' WETLAND
IMPACT AREA 5

1 / /
I
11
I 1 I
I
I
/
I
I
„ . 065161 0m6 -
+ +
+--'+ +__—+ + +---------- --= ---- PROPOSED
GREENWAY TRAIL
+ -+ + + + + + + + + +y. + + + 10' WIDE, PAVED (TYP.) + + + +
+ + + ` + + `� + + + _+ i-'+ T`- - + + + + + + + + + +
+ + + + + `+ + + ,-+ + + + i WETLAND IMPACT AREA 10 - ` + +
+ + + 4--, +'-'+ + + + + + + + .4 PERMANENT: 0.038 AC + + + +
+ + + + +`, + - + +___+ + '+'--f __+_ TEMPORARY: 0.068 AC + + + -_f
+ + + + + +---� + + + + + + + + + + + + + t_n + + + '+ 41
+ + A- + + EXISTING + + + ;+-- PROPOSED BOARDWALK + + +_--+-,
+ +; + +;' WETLAND (TYP) + + +; + ± 1,647 SF + a-' +
+ + + ;+ + + + + + + + + ;+ -+ t + + +.
4- + 4-" + + + +\\ + + + + +; + t + + + + ; + + -.*,-- - -
+ ---
+ \ + :. + _+ + + + + .V + + + + + f +i + -_
\ + + 4. + + + + + + +1 E �.
+'� y� a— i \+ + + + + + + +1 + +/ + +TH
PG fi60i ,'
iz
-1 INC
� � 1
� 5
W/
EXISTING
* WETLAND (TYP)
W`
IMN
To9
LID OCK
WETLAND IMPACTS
IMPACT LOCATION
PERMANENT IMPACT
AREA (AC)
TEMPORARY IMPACT
AREA (AC)
10
0.038
0.068
SUBTOTAL
0.04
0.07
"BOARDWALK INSTALLATION IS BEING CONSIDERED A
CONVERSION AND IS MITIGATED AS 1x1
/1 \'11'\\11 L1 \` \`\ \\\ `♦ rw+msuo-nzr- ���``�-------� '1♦\\,��\\\♦♦ 4 `� SEPI ENGINEERING& CONSTRUCTION, INC.
-_ ♦ ♦ RALEIGH I WILMINGTON I CHARLOTTE
- `�- BEAUFORT, SC I CHARLESTON, SC
' / �'f __``�_______�-- `♦`\ `�`� `� . `�` 1 GLENWOODAVE. I SUITE600
` \\ \1 \111 ;,1 �`111\ \\ \` ♦ \♦ ` -_''/' ,/'' /'7 / /, ___�__ -�- --_ ♦`♦ ` RALEIGH, NC 27603
1 I11ii11\\ \ \ `\ ♦ PHONE [phone]
� i� 1 I I � \ \ ` ` 'i � � ` ♦ \`� ``. `. sepiinc.com
111 ii�`\`\`♦♦♦♦--____-__- - �/ �-_ - _ `� ♦;;; ;.; .;.
` `♦`\ ♦ / ', ``�`` ___-- ♦ \ \ ` ` 3WORKING DAYS
` ` `♦ ` ♦ - ♦ ♦ \`♦ `♦ `♦` BEFORE YOU DIG
Know wbat'S below.
`♦` ♦ - - -- / + + + _+ Call before you dig.
RIPARIAN ;;% %+i; + + + + �' + + + ;`�``
/ �1 -
\ /T/+ + + + + + I+
ONE: BUFFER- ZONE 2 %'� / - 1 \`♦ o.TE.„p
(TYP.) :+ +' + + + + % + ; + + `, \` NOnGE:„,.„o.rL„„o— Ra „o \r 11
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
/ + / + + , + /+ + ( + rt + `• THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALLEXPECTED TO ASSUME ANY RESPONSIBILITY
RIPARIAN +''^`I+ / + + /+ + + T + \ + + \I\ SAFEIYBOFTHE WORK, OF PERSONS ENGAGED IN THEEOR WORK,
BUFFER— ZONE 1
+'1 T + ,T + i + +\, +` + + ; ; \♦ OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
+, +++I ,Q0
IU.,.
"tm60;+ + EXISTING +``+ C4,
I (TYP.) /,\
+ + +''+ WETLAND (TYP) +
+ "+ + Ti+ + + + `\♦+\\`_
SEAL
53032
+ + \`\+ + + + + + + + + + +
+ + + F'+ + +' + + + + I'\1 + + + + + + +1,++ 4q�
ry 4 + �+ + + + + + + + T _�-` + + + + + " \`\�``,; T"12'a
,,r + + + + + + + + \+ + + + a + + AL A=
i `.:♦` / ` ,. �- `, + + ,'t + + \ + _-�16 J + 4 -2197
SEPI ENGINEERING & CONSTRUCTION, INC
EX. SANITARY SEWER EASMENT
(TYP.) -
\ \J Fj"�•.
EK/IV/PPED USING
'
Arbor Creek -
-' -
Middle Creek
' '1
Greenway
_ - o
1 '
Town of Holly Springs
Parks and Recreation
100' 50' 0
SCALE: 1'' = 100'
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
Trail
® Rev. Now Trail
® Rev. Per Town Comments
NGR: M.TAYLOR
J BY: S. TEYMOURI
ED BY: M.TAYLOR
WETLAND
IMPACT AREA 6
WA-6

RIPARIAN BUFFER & STREAM IMPACTS I PROJECTTOTAL
LAND USE
AREA (SF)
NOTES
ZONE 1
ZONE 2
ALLOWABLE UPON AUTHORIZATION
(J) (iii)
54,965
39,818
LIMITS OF DISTURBANCE
(CLEARING PLUS BUILT UPON AREA)
BUILT UPON AREA I PERMANENT
19,602
13,592
10' WIDE PAVED GREENWAY TRAIL
LENGTH (LF)
STREAM IMPACT I PERMANENT
110
4 CULVERTS, 1 EXISTING SEWER
L "Aa,n !
--------
W
m PROPOSED GREENWAY
10'-WIDE PAVED TRAIL WITH
2' GRASS SHOULDERS (TYP.)
(UN 'R C NSTRUC77
0N)
��..._- � � �� ,per- � � `-••..uul/ll/I
— CIS►��se se
�J'` ��,�� -� �� ■
ROD
iT
Algol
E01
800' 400' C
SCALE: 1" = 800'
SEPI
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
SepiinC.Com
• Eo RoRos NO o DIG
BAIS
EoO E DDIG
Know wh&S belOW.
Call before you dig.
Nonce
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
u
= SEAL
053032
'Al2-
„
AL i==
-2197
Q N;c;
SEPIENGINEE°NGIa� N�CTION,INC
Arbor Creek -
Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
[� Rev. Trail Grading
New Trail
® Rev. Per Town Comments
MGR: M.TAYLOR
N BY: S. TEYMOURI
:ED BY: M.TAYLOR
BUFFER/STREAM
IMPACT COVER
BA-0

�Z2 / /' //// / rt rt art--_— --� ��/ S7�I
/�_/ SEPI ENGINEERING 8 CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
+ + + \ I I I BEAUFORT, SC I CHARLESTON, SC
/ / 1 GLENWOOD AVE. I SUITE 600
/
1 /// + I + + / / �-� RALEIGH, NC 27603
GRADING LIMIT �n \ \ r--i-- o/ / / I , I / PHONE [phone]
(SLOPE STAKES) \' \ \1 o^Z / /�, / \o ,' / 1+ + + \ i\\ 1 Sepiinacom
PROP. 2 GRASS _ \ I , / / off• ,/ / +
SHOULDER �\il I �� / y" ' \\\
_ / / PROPOSED GREENWAY I "NOWORKNG c
/ \ • U DIG
,' / 10'-WIDE PAVED TRAIL WITH BEFORE YOU
�� 2' GRASS SHOULDERS (TYP.) Kn-Vh fSbelow. "'"`
/ Call before you dig.
/ ZONE 1 -Allowable Z1 N / /_,�' /,' ��GHT
o.TE.No
oR� Ese®ozLL����Ra �o �,��rKTOE
Upon Authorization / / �2 j CONTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
,t I '- + / N TICE
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
' \ 4,432 SF Z2 / ' + / \ SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
ZONE 2 - Allowable \ / / / I SAFETY FTHENEARBY STRUCTURPERSONS,ENGA ED INOTHER THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
I + + Upon Authorization
+ 1,068 SF
N
—Z2——Z2 Z2 �_� Z2 I + ' + + + + J `� F4q�' 'a�NE_,,��.-�''`
12
Z'
+ \ + + + + +
- \ /AL
-2197
+ + +
II I
ZONE 1 -Allowable
+
_ +
Upon Authorization �oR.RIG„T®-,
SEP 1,213 SF + +? + + RIPARIAN + NGIN RNGseeHSRU ION, INC
---- - BUFFER- ZONE 2 + + Arbor Creek -
--------- --- _ -__ ---- ZONE 2 -Allowable
_ ` (TYP.) _-_-_-_- - - - - Upon Authorization � ' � + l ti° � TYP. + + Middle Creek
-�� 615 SF --_ IN ° RIPARIAN J Greenwa
+ BUFFER- ZONE 1 + + + Y
_ — � •9� � ` v v \ \ Town of Holly Springs
i Z2 " \ O + + + (TYP.) - + + Parks and Recreation
\ \ ` \+
EX. SANITARY SEWER 2 ,•• \ 1 \ // t
EASMENT (TYP.) j o • /`% \ Ii I,+ \\ + N+ + + +I + + +
17'1 EXISTING /
YIIN FT u/OV-Iu-6/Y6 O I / / I 1 \ \ y + +I — — + + + WETLAND (TYP) +
I / \ 1
+ + + + + + + h PREPARED FOR:
\ \ // / I IIII Town of Holly Springs
\\ \\ 1\ 1 I + 1 + i+� + + + + + + / 11 128 S. Main Street
k
//' / Holly Springs, NC 27540
RE LID—�o \\ + / + ; + + + + + �T PRELIMINARY
��O + + N + + + + +
al i N NOT FOR CONSTRUCTION
90% CONSTRUCTION
l /' + +�/ + + + + + + + DRAWINGS
+ + + + \ + REF 09-012: Arbor Creek Greenway
/~I \ —+ I I DATE
� � � � � \- PROJECT: SE20.02].00
RIPARIAN BUFFER IMPACTS
AREA (SF)
LAND USE
NOTES
ZONE
ZONE
ALLOWABLE UPON AUTHORIZATION
LIMITS OF DISTURBANCE
5,047
2,278
(J) (iii)
(CLEARING PLUS BUILT UPON AREA)
10' WIDE PAVED GREENWAYTRAIL
BUILT UPON AREA I PERMANENT
1,900
420
WITH T SHOULDERS
REVISIONS:
® Rev. Trail Grading 4.20.2021
® Rev. New Tmil 07,06,202
® Rev. Per Town Comments 09.03.202
NORTH
50 25' 0 PROJ. MGR. ..TAYLOR
LJ DRAWN BY: S. TEYMOURI
CHECKED BY: M.TAYLOR
SCALE: 1" = 50' BUFFER
IMPACT AREA 1
BA-1

�Z2 / /' //// � I /
\ \ �\ ` — _ / SEPI ENGINEERING IN CONSTRUCTION, INC.
3 WORK �G DAYS
\ _ / — ` / / °^ ���77f III +\ \ \ \ I I I RALEIGH T, SC I GTON CHARLOTTE
I BEAUFORT, SC CHARLESTON, SC
_ 000�_--_ \/"/ I I \
/ 1 GLENWOOD AVE. SUITE 600
1_ /// I I + + �� //' I / RALEIGH, NC 27603
\ — — — — —\ \ l� — 1 / / l I / / I / PHONE [phone]
"001
°•`/ // / \O i' / //+ + \\\ I\ 1 sepiinacom
+
PROP 2' GRASS SHOULDER
PROPOSED \
I / I BEFORE YOU DIG
ip/°^/ �� �/ / GREENWAYTRAIL = I soEaGRoofA E_
10' WIDE, PAVED (TYP.) I Kno Call beforeyoudig.o
N TICE
CONSTRUCTION SITE SAFETY IS THELSOLE RESPONSIBILITY OF
/ _ 2 THECONTRACTOR NEITHERTHEOWNER NORTHE ENGINEER
/ Z2 OI + , + / / / , \ / \ SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
/ SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
N/F I \ , / I OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
ARBOR CRR[
\
GRADING LIMIT (SLOPE o I /� / + > H� SOC N �\ n ° oiss
STAKES) PIN # 0750-10f923 �
\ \ 053032
SEAL
—Z2— _Z2 Z2�_� Z2�./ O I \ + / + + J \ ''''�qql ENE•
+
�
.N ,2-
�Z'— Z �� PERMANENT STREAM IMPACT /
22 LF ' �� + ` RIP RAP
469 SF j o PERMANENT STREAM IMPACT i ' ` -297_
_ �+ \
ITIGABLE NOT M /
426 SF _ GINHER„ RI; r CONSTRUCTION,,
+ �Ia ISEP EN
RIPARIAN +
_;;---_____\\—__ \\\\ �I + + - BUFFER- ZONE 2 + + Arbor Creek -
-� ------------- —=- — --- - :\�� % \ J` \\` + l (TYP.) + + Middle Creek
___ \
__- ----- Z1 RIPARIAN J Greenway
''--- z2 I / \\\ \\\ BUFFER -ZONE 1 + + + Town of Holly Springs
O/ �\ (TYP.) + + / Parks and Recreation
EX. SANITARY SEWER 2 \ \ 1 \ /
EASMENT (TYP.) J o N \ I' \ + `\ + +I + + + \
EXISTING / \
YIIN FT u/OV-Iu-6/Y6 O^ I / / I '1 \ \ \\ +I / — — WETLAND (TYP) +
+ + + + + + + \ l \ h PREPARED FOR:
`N // / � ll�l Town of Holly Springs
1+ �i + + + + + + 11 128 S. Main Street
Of/ \ // // Holly Springs, NC 27540
�RE LD + / + + + + + + �T PRELIMINARY
�D I II I ° \I \\ 11 I I I I 1 / +- `� C + + N + + + + + i N NOT FOR CONSTRUCTION
�a
90% CONSTRUCTION
DRAWINGS
/+ + + + + \\ + REF 09-012: Arbor Creek Green way
DATE
4- \ I I PROJECT: SE20.027A0
ISSUE: .
STREAM IMPACTS
LENGTH (LF)
AREA (SF)
STREAM IMPACT PERMANENT
22
469
EXISTING STREAM IMPACT (SEWER)
STREAM IMPACT PERMANENT I NOT
MITIGABLE
18
426
RIP RAP OUTLET
REVISIONS:
® Rev. Trail Grading 4.20.2021
® Rev. New Trail 07.06.202
® Rev. Per Town Comments 09.03.202
NORTH
50 25' 0 PROJ. MGR. ..TAYLOR
LJ DRAWN BY: S. TEYMOURI
CHECKED BY: M.TAYLOR
SCALE: 1 ° = 50' STREAM
IMPACT AREA 1
SA-1

\\*Zt�_ -Al __I-' IN/F \ S_PI
SP GS \ I I SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
PROP 2' GRASS SHOULDER \ \� _ ;\, / , 9 + + + BAUFORT,SC I CHARLESTON.SC
J
"a- 355 I I 1 GLENWOOD AVE. I SUITE 600
+ + RALEIGH, NC 27603
PHONE [phone]
PROPOSED GREENWAY
\ \ + + + I
10'-WIDE PAVED TRAIL WITH
\\\ \ \\\� \ \ lil ZONE 2 - Allowable I epI,DC. om
2' GRASS SHOULDERS ` ����\`�\�\ \ `�\:`�� Upon Authorization i WORKING DAYS
\ + 313 SF 6N FORE YOU DIG
ZL%�l
I I Know what's below. + + + + Call before you dig.
+ + + + + + I
o .TE. o
\ \ \ \ \ aE o«°o F ° :HEFGNMR `oa=FY o.o oAM LSE=-C° �
NOTICE. ,. o. LERo1RaENo ,,rF=
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
\ \ \\\\ T I III N THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
+ + + + + + SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
Q O \ \ \ \ \ \ , I \ 1 I SHALL
OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
ZONE 2 - Allowable Q Q I I \ \ \ I ' I \ \\\ 11 I I OFANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
Upon Authorization �' /7 I I I I I I I \ III - I + + + + +
858 SF rN TTEc &TAYLD \ I I I I i I i I \ III 0� N �� + EX. SANITARY SEWER + \ I °° oiss °�'y;
rw # 0659-29-2534 TYP. \ \ \ I I EASMENT '
i �o IIII IIII ' \ Ill (TYP.)
\ 77 SEAL
11 II 053032
litI +
I I ��II I�`\ PROPOSED rt +
ZONE 1 -Allowable ,;,. IIIIFd I II +I BRIDGE + + +
Upon Authorization \ IIIII I I II II \ I III II\\ 1 ' - 2-
1,020SF I 1111111j1ii11 ' ♦ I ill IIII �I ti + RIPARIAN + + + +
IIII IIII I ` C I AL _
777 Ilgllul I \ X \ ail ��i� + BUFFER- ZONE 2 + ++pRP0R4l''':
A.
�' `; ♦♦ 'II �ii I (TYP.) / z
I _'� SEAL
Iis=
C-2197
/, v +- + RIPARIAN + ' �I + I + + a.D-
II II'1`-` ti� A v vv + BUFFER- ZONE 1 + v +� +I + _
I I.; \
I IIIIII I I \ \ I (TYP.) ` '
I I + + I + + + + °NG&CONSTRUCTION,I
\ � I \ SEPIEN�ININC
N/F (IIIIII I TT \ a
VOLNMAN, THOMAS SCOTT /TR & VOLKMAN, I I III I Ilf I I i \ \ wo 2m +,dry + + + + + + +I + + + Arbor Creek -
GINNY PAULETTE /TR I I I I I 1 \ \ \
PIN # 0659-29-2387 IIII v \ h I + + + + + + I I + ` + + Middle Creek
EXISTING `�'�
+ + + WETLAND (TYP) + + \\ + + Greenway
ZONE 1 -Allowable I I I I NI ♦\ ` ♦ ` _ Town of Holly Springs
I I t �\ 1 I + + + + + + + + + + Parks and Recreation
Upon Authorization I I \ \ I
4,296 SF A/F III IIIII I I\ II I q \ ♦ I + 4 + +/ + + + �\ + + +
_.2OWN, WILLIAM M \� \ \ \ \ I \ ° ♦ / \ ���,II Tyr= \
BROWN, HOPE M� \ \ I \ I I \ ♦♦ I �� + + + + + I + +
PIN # 0659-29-238' \\ \ \ I \ ° • • •
I ♦ v v ♦ + I + I +
Q I \ \ �\ � ♦ Q v �v v v�• v \ ♦ I �\ + _ + + + +I\\
II PREPARED FOR:ZONE 2 - Allowable 0 v v v v •'•'++ Town of Holly Spring
s
Upon Authorization + + ++ + + 128 S. Main Street
, Holly Springs, 1275402,742 SF GRADING LIMIT (SLOPE STAKES) + + + +I+
PRELIMINARY
.ME a \ \ ) v v v \ + + + + + + + + \ NOT FOR CONSTRUCTION
v vv
PIN 4')�s9 29-228 H sL v + ION
+ + + I + + + + 90% DRAWINGS
\ c ` `\ ` ` + + + + + I REF 09-012: Arbor Creek Greenway\\\ ` `\\ I I I I DATE
t t I t I PROJECT: SE20.02].00
RIPARIAN BUFFER & STREAM IMPACTS
AREA (SF)
LAND USE
NOTES
ZONE1
ZONE2
ALLOWABLE UPON AUTHORIZATION
LIMITS OF DISTURBANCE
5,316
3,913
(J) (iii)
(CLEARING PLUS BUILT UPON AREA)
10' WIDE PAVED GREENWAYTRAIL
BUILT UPON AREA I PERMANENT
1,620
1,120
WITH 2' SHOULDERS
REVISIONS:
m Rev. Trail Grading 4.20.2021
® Rev. New Trail 07.06.202
® Rev. Per Town Comments 09.03.202
NORTH
50 LJ 0 PROJ.MGR. ..TAYLOR
DRAWN BY: S. TEYMOURI
CHECKED BY: M.TAYLOR
SCALE: I°=50' BUFFER
IMPACT AREA 2
BA-2

07
— 4, IJ
+ o\
\ 07
\� �\ _ �>
+ + + GRADING LIMIT LD _ LD
+ + -4 (SLOPE STAKES)
+ + + + PROPOSED GREENWAY
10'-WIDE PAVED TRAIL WITH°\ \
+ + + + 2' GRASS SHOULDERS (TYP.)
+ + + + + ZONE 2 - Allowable
+ + + + + Upon Authorization \1
592 SF 6 J
+ + + + + + ZONE 1 - Allowable I o 02
+ + + + + + + Upon Authorization 1 zz
1,701 SF
+ + + + + + rt rt �-� rt + 1� I
Zl _
+ + + + + + + + + + v vv I
+ + + + + + + + I + + + v
O
I v wo Zm
+ + EXISTINGI
+
+
WETLAND (TYP)
+
+
+ + + +
o
v v
b
No
+ +
+
+
+ +
+ + T + Zl
1
ohm
� N
+
+
+
+
+
ZONE 1 - Allowable
Upon Authorization
�2
- 1,157 SF �iz
�
J
Z2
+
+
+
+
+
+
+
+ +
+
+
+ +
ZONE 2 - Allowable 01
I °
o
Upon Authorization I I
o
+
+
+
+
+
+
+
547 SF
+———
+
+ +
+
+
+
+
+
+
+
o'
o
+ + + + t + I� PROP 2' GRASS SHOULDER
+ + + + 7� \�+ +I -----o i — — — ——
I J
+ + + + + I+
I I I I I I I I I
RIPARIAN BUFFER IMPACTS
AREA (SF)
LAND USE
NOTES
ZONE1
ZONE2
ALLOWABLE UPON AUTHORIZATION
LIMITS OF DISTURBANCE
2,858
1,139
(J) (iii)
(CLEARING PLUS BUILT UPON AREA)
10' WIDE PAVED GREENWAYTRAIL
BUILT UPON AREA I PERMANENT
600
400
WITH 2' SHOULDERS
S=;)1
\
S. ENGINEERING &CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON. SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
Sepiinc.com
• AYS
BEFR TMrORE YOU DIG
FO
Dc
uHo wO oulHo unEs
Know what's below
Call before you dig.
Nonce
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
`��HIIIHC�oO
POR Ali
�
SEAL is=
= C-2197 c
N. C
`
correlcnTo 2021,
SEPI ENGINEERING & CONSTRUCTION, INC
Arbor Creek -
RIPARIAN
Middle Creek
BUFFER- ZONE 2
Greenway
(TYP.)
Town of Holly Springs
RIPARIAN
Parks and Recreation
BUFFER- ZONE 1
(TYP.)
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
DATE
\ MC
I PROJECT:
SE20.027A0
REVISIONS:
m Rev. Trail Grading 4.20.2021
® Rev. New Tmil 07.06.202
® Rev. Per Town Comments 09.03.202
NORTH
50 25' 0 PROJ. MGR: M. TAYLOR
LJ DRAWN BY: S. TEYMOURI
CHECKED BY: M. TAYLOR
SCALE: 1" = 50' BUFFER
IMPACT AREA 3
BA-3

+
— a,
\07_07
+ +
PROP 2' GRASS
_
CD � to o�
+ + +
SHOULDER
_
LD Lp \
_
` D
+ +
+
70�
PROPOSED
+ + + + GREENWAY TRAIL \`
+ + + + 10' WIDE, PAVED (TYP.) \�
+ + + + + \\
RIP RAP
+
+
+
+
+
+
PERMANENT STREAM IMPACT
+
+
+
+
+
+
+ NOT MITIGABLE
33 LF
+
+
+
+
+
+
+
333 SF
+
+
+
+
+
+
+ +
+ +
Z _
+
+
+
+
+
+
+
+
+ 4- _r +
��
+
+
+
+
+
+
On
+
PERMANENT STREAM IMPACT
+
+
+
+
+
+
+
22LF
+
+
EXISTING
'
+
+
_250SF
+
+
+
WETLAND (TYP)
F
+
+
+
' T
+ + +
+
+
+
+
+
+
+ +
+ + + Z1-
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
I
_I
+
1
I +
I
GRADING LIMIT
(SLOPE STAKES)
0
I
0
I
I
0
I
STREAM IMPACTS
LENGTH (LF)
AREA (SF)
STREAM IMPACT PERMANENT
22
250
CULVERT
STREAM IMPACT PERMANENT I NOT
MITIGABLE
33
333
RIP RAP OUTLET
S=N
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
SEAUFORT, SC I CHARLESTON. SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
Sepiinc.com
NO DAYS
BEFORE YOU DIG
FORuHo
• O
woulHo unEs
Know WITS belOW
Call before you dig.
I HE
Nonce
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
053131
12-08 -�2021
SEAL A =
= C-2197 =
N.C.
`
COPYRIGHT. 1.1
SEP ENGINEERING & CONSTRUCTION INC
Arbor Creek -
RIPARIAN
Middle Creek
BUFFER- ZONE 2
Greenway
(TYP.)
Town of Holly Springs
RIPARIAN
Parks and Recreation
BUFFER- ZONE 1
(TYP.)
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
MC
REVISIONS:
m Rev. Trail Grading 4.20.2021
® Rev. New Trail 07.06.202
® Rev. Per Town Comments 09.03.202
NORTH
50' LJ 0 PROJ. MGR: M. TAYLOR
DRAWN BY: S. TEYMOURI
CHECKED BY: M. TAYLOR
SCALE: 11I = 50' STREAM
IMPACT AREA 3
SA-3

+
1
// PIN # 0659-28-7388
pl
o
+
+
i
/
\
+
+\
+
+/
/1
+
+
+\\
+
+
pl
+
+
+
+ + I
PROPOSED GREENWAY
i+
r I
+
+
+
10'-WIDE
PAVED TRAIL WITH
+ + 11
pl
+
+
+
2' GRASS SHOULDER
(TYP.)
+
+
+
+
+
+
+
�/+
+ +/
+
+
+
+
+
+
+
+
+
+
+
+
+
+
ZONE 2 - Allowable
Upon Authorization
+
+
+
+
+
+
+
826 SF
o
+
+
+
+
+
+
ZONE 1 -Allowable
\�
�-
+
+
+
+
+
+
Upon Authorization
+
+
+
+
+
1,902 SF
-
+
EXISTING
+
+
+
+
+
WETLAND
(TYP)
+
+
+
-
+
+
+
+
+
+
+
ZONE 1 -Allowable
+
+
+
+
+
- Upon Authorization
+ \
+
+
+
+
+
+
1,259 SF
N
+ "+
+
+
+
+
+
+
_ ZONE 2 - Allowable
+ _
Upon Authorization
+
+
+
+
+
+
+
626 SF
+ +
+
+
+
+
+
+
+ �+ +� +
+
+ -
+
+
+
+
+
+
+
EX. SANITARY SEWER
+
EASMENT (TYP.)
+
+
+
+
+
+
J -- +
r
+
+
i
+
+
+
+
+
+
+
+
+
+
+
RIPARIAN
+ BUFFER- ZONE 2
++ (TYP.)
+ n
--
--
4-
+
+
+
+
+ RIPARIAN
ZONE
+
+
�_
�
+
+ BUFFER- ZONE 1
+
/
(TYP.) //
+
+
+
+
+
+
+
+ + ,+
+ + + +
+
+ ^' +
SEPI
lI SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
hull y , I 6EAUFORT, SC I CHARLESTON. SC
0 \ I 1 GLENWOOD AVE. I SUITE 600
' RALEIGH, NC 27603
I PHONE [phone]
HINNANT, R / , / \ sepiinc.com
HINNANT, JENNo
PIN # 0659-38-6,
OP / \
V ` ,'W' 7 //'/' \ \ • 3WORKINGDAYS
/ BEFFORE YOU DIG
FILIPSKI, CAITLIN DAE & ��r11111 L*IA"'"
ILIPSKI, BERNARD ANTHONY III �'j / / ^ \ 1 \
PIN # 0659-38-5385 �O / Knowwhat's below.
/ 1 \ Call before you dig.
/ 1
a�
I ERsE°s'l`o.LE1o1 Ra°o FA IE= oEa 11 o<<°M���
Nonce `�
\ CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
l O \ \ 1 SAFETYOFTHE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
� �SEA�L 33`.
Vl' ____________ 9
i t==__=____________ I
_ SEAL is=
o
57
U, GRADING LIMIT
(SLOPE STAKES) I \ \\ CORYRIGHT.-I
\ \\
Arbor Creek -
��\`�\ Middle Creek
Greenway
I \ \�\`\\ \ \ Town of Holly Springs
PROP 2' GRASS
I Parks and Recreation
SHOULDER
+ T I+ + +\\ + \\\\�`
+ I + + \ p �~ I 1 1 1 PREPARED FOR:
` Town of Holly Springs
1
\ \ \ \ ♦ \ \ I I 1\ o I I I I I 128 S. Main Street
+ I + + + + \_ I I I I I Holly Springs, INC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
CO \�
90% CONSTRUCTION
DRAWINGS
I 1 \\\ \\\ \\\ \ \\= Ep / l„ REF 09-012: Arbor Creek Greenway
PROJECT: SE20.W7A0
RIPARIAN BUFFER IMPACTS
AREA (SF)
LAND USE
NOTES
ZONE 1
ZONE 2
ALLOWABLE UPON AUTHORIZATION
LIMITS OF DISTURBANCE
3,161
1,452
(J) (iii)
(CLEARING PLUS BUILT UPON AREA)
10' WIDE PAVED GREENWAYTRAIL
BUILT UPON AREA I PERMANENT
760
540
WITH 2' SHOULDERS
REVISIONS:
m Rev. Trail Grading 4.20.2021
4W ® Rev. New Trail 07.06.202
® Rev. Per Town Comments 09.03.202
NORTH
50 25' 0 PROJ. MGR. ..TAYLOR
LJ DRAWN BY: S. TEYMOURI
CHECKED BY: M. TAILOR
SCALE: 1 ° = 50' BUFFER
IMPACT AREA 4
BA-4

+
+ + BIT \\ I I
+ +\ + + -PROP 2' GRASS II I
+ + +`\ + + + SHOULDER
I\ + + + + \ _ + + + + +> r I FI LIPSK
\\ °I + + + + + + + + + I'
II I,
+\\ + + + + + + PROPOSED
+ +
GREENWAY TRAIL
+ + + + + + + + 10' WIDE, PAVED (TYP.) GRADIN(
+ +
`\ �� �\ (SLOPE
\ I
IF
% + + +
+ � EXISTING + + + PERMANENT STREAM IMPACT g
+ WETLAND (TYP) + 30 LF
+ - 242 SF
+ + + + �++ + +
_ RIP RAP ;
+ + + + PERMANENT STREAM IMPACT
+ + + + + + + NOT MITIGABLE +
% + + + + + + -21 LF193 SF
I
+ + + + + + + °+ + +
+ + + + + +
EX. SANITARY SEWER
EASMENT (TYP.) CN
+ + + + + +
°r RIPARIAN
+ + + + + + + 4 BUFFER- ZONE 2 +
+ + + + + ++ (TYP.) + +
ZONE ZONE
+ + + + + + ��� + + RIPARIAN + �- +
+ + + + + +
BUFFER- ZONE 1 + + + �- / (TYP.)
+ + + + + + + fi fi °+ + + + +
L + + + + +/ + + + + + +
STREAM IMPACTS
LENGTH (LF)
AREA (SF)
STREAM IMPACT PERMANENT
28
255
CULVERT
STREAM IMPACT PERMANENT I NOT
MITIGABLE
21
193
RIP RAP OUTLET
411, SEN
SEPI ENGINEERING & CONSTRUCTION, INC.
RALEIGH WILMINGTON I CHARLOTTE
BEAUFORT, SC CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
' RALEIGH, NC 27603
PHONE [phone]
N/F ^�
HINNANT, R / , ,� Sepiinccom
HINNANT, JENNo
PIN # 0659-38-6,
�pP
ILL 3WORKINGDAY3
IN DAE & i / /' ��� BEFORE YOU DIG
/ /'\
� OG� o Know wh.P, below
V uNOFrecreouNo rnaun
i Call before you dig.
PREIM
... I LOCI ANo
NOnce oYANIALL11o1cao°o ITIL11E:�OE
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
�I\ \ \\ THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
A SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
✓IIT O^ �� \ \ Off\ \ SAFETYOFTHE WORK, OF PERSONS ENGAGED IN THE WORK,
<E S) / s \ OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
J
�`� �QQp{ESL0,�7 y9
SEAL
053032
'�— =_ _ _=_ ,z°o8°202,
'�tt US�EAL
�-- r}-rrrrrr_ _
I,
/ \ \ \\ \ \ \\ \ I \ \ \ COPYRIGHT. 1.1
SEPI ENGINEERING & CONSTRUCTION INC
\` \` II �� `\�� Arbor Creek
Middle Creek
\\`\\\ \ Greenway
° \ �� \/' I `\\\`\\\\ Town of Holly Springs
Parks and Recreation
+\\
\ I I \ 111 1 PREPARED FOR:
` \ + Town of Holly Springs + \ `\ `♦ \ \ I I I\ o I I I I I 128 S. Main Street
+ + + `\ 16. Holly Springs, NC 27540
+ PRELIMINARY
+ + \\ \\ \' \ J NOT FOR CONSTRUCTION
+ + + + + \ \\ ��\ ��D� 90% CONSTRUCTION
+ + DRAWINGS
REF 09-012: Arbor Creek Greenway
D
+ + + + + \ + \ + \` \\` \\\\\� \ \ \ J/ / j %/ % / / PROJECT: SE20.02700
REVI9ONS.
Q Rev. Trail Grading 4.20.2021
® Rev. New Trail 07.06.202
® Rev. Per Town Comments 09.03.202
NORTH
50 0 PROJ. MGR, M. TAYLOR
LJ DRAWN BY'. S. TEYMOURI
CHECKED By M.TAYLOR
SCALE: V = 50' STREAM
IMPACT AREA 4
SA-4

I
\
\
I
�
SEPI ENGINEERING &CONSTRUCTION, INC.
1
\ 1 \
1
1
Q I
I
'N
\
\
RALEIGH I WILMINGTON I CHARLOTTE
SEAUFORT, SC I CHARLESTON. SC
Il
1\�l\ I
\I
♦�
I I
1\ + + +
i
+ +
+
+ +
1
+
+
+ \ `�
+
+
+
+ \
+\
\\�\1
I 1 I
♦
1
l'/�
\ \`�
/
\
1 GLENWOOD AVE. I SUITE 600
PHONE 1 91'9.789.9977
\\\ \ _
_ — / \ \ I\
. • `O, I\
J
GRADING LIMIT
+
+ +
+
+ \ / +
+
+
+
+ +
+
\N, +
+
+
+ I -
sepiinc.com
\\ ` \ \
Py
\ ♦
_ (SLOPE STAKES) + \
f \
G
PROP 2' RASS
+ — \
` `
+ +
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+ +
+
+
+
\`s '}
+
+
+
+
+ -
3 WORKING DAYS
BEFORE YOU DIG
ml
\ + SHOULDER + + \+ + + + + + �� + + + + \\\ + + + KnowwhabeforOoudig.° °fAIIE,
call before you
\ \
ZONE 2 -Allowable DER"`ANY A"°A"°"°�°a°°"°°""""
\\�\\ \` \` 1 + \+I + + + +�/ + + + + +�� 1 + + I + Nonce
OF
Upon Authorization q \\ \ \ `` \`/ 1 CON CONTTRUCRACTOR
CTOON RESAFER IHEOS THE NEE NORTHEENGIRESPONSIBILITENGINEER
\\ \\\\ \ N-, / THECBE EKPECTED T ASSUME
OWNERPORTHEITYFORER
4,767 SF \ ` } 'nIIYSP l STOWN F 1 / SHALLBEEXPECTEDTO ASSUMENS ENG GEDI T FOR
\\\`\\\\ + -I + 4.,+ + + + + + \�_ + `_ +_ — \ 1\ SAFEfYOF IHE WORK, OF PERSONS ENGAGEDINTHE WORK,
\\\� 7- i OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
ZONE 1 -Allowable `\ \\\ \ ° •.� ` _ \
\``� PROPOSED GREENWAY + + + + �'— + + +` \+
Upon Authorization\\:\\ \� v `, QQo�Ea,
�����\� \\\\ \ '� , _ 10 WIDE PAVED TRAIL WITH 1 _
1,638 SF \`\`� �`� + + + + + + + + r + + _ sm
�d���`\\ (� •� 2' GRASS SHOULDERS (TYP.)
RIPARIAN ``�`��\`�\� \\"\` �` j' f EXISTING
��� \ WETLAND (TYP) R
BUFFER- ZONE 1 \\\\\� \ \ \ ""
z'oa „ -
\\ \ \ \ -zozl
(TYP.) \\\ \\\��\ � . • `� \ � + + + + + + + + + + + + + + ::
RIPARIAN Ii �`�\`�\ \\ \� \\� \\ oRPORq,
ER- ZONE 2 zz ��\`\�\\ `�\\ ���\\ \ / >L + EX. SANITARY SEWER r + + + + + + + - °
SEAL
C-2197
N. C.
(TYP.)
"�� I`.� \ - EASMENT (TYP.) + + ZONE 2 - Allowable + + + +
\\+ + + + Upon Authorization + \ + + + - NO CONSTRUCTION INC
�ePYRI�HT®z�
Arbor Creek -
?� Middle Creek
Greenway
\ \" Town of Holly Springs
el\ v•v / + \-� + + /+ + \\I\ \ Parks and Recreation
1 1:_ v +
v v 1 I PREPARED FOR:
\N, - `\` \�` v •w• Town of Holly Springs
v v v •'r 07- \ I 1 128 S. Main Street
v • �OT -�/� Holly Springs, NC 27540
Z2 zl �\\ �\\\\\\\ �:•: •:1.:•.\� of \ \ J� PRELIMINARY
\\ \\ •• �� 41 p / < _ NOT FOR CONSTRUCTION
\ ZONE 1 - Allowable �N "`\ v :•:• \ ��- 01�
90% CONSTRUCTION
Upon Authorization
\\ � •�, � � DRAWINGS
3,278 SF `\ \� ` `�
\\ \ \ _ � � REF 09-012: Arbor Creek Greenway
7�\ \�'a.\- \ `��� ` / �'� L•^�`L� DATE
PROJECT: SE20.027,00
RIPARIAN BUFFER IMPACTS
AREA (SF)
LAND USE
NOTES
ZONE1
ZONE2
ALLOWABLE UPON AUTHORIZATION
LIMITS OF DISTURBANCE
4,916
8,191
(J) (iii)
(CLEARING PLUS BUILT UPON AREA)
10' WIDE PAVED GREENWAYTRAIL
BUILT UPON AREA I PERMANENT
3,334
3,225
WITH T SHOULDERS
NORTH
50' 25' 0
SCALE: 1" = 50'
[L\ Rev. Trail Grading
® Rev. New Trail
® Rev. Per Town Comments
. MGR: M. TAYLOR
VN BY: S. TEVMOURI
:KED BY: M. TAYLOR
BUFFER
IMPACT AREA 5
BA-5

1} S =� 1
1}
+ + + + + + + + + + + + + + 1� + + I \ + + + `� I N + + + SEPI ENGINEERING NSTRUCTION, INC.
RALEIGH I WILMINGTON I CHARLOTTE
+ + + + + + + + + + / + + 1 + + \ + + + \\ + + + BEAUFORT, SC I CHARLESTON. SC
ZONE 2 - Allowable \ 1 1 GLENWOOD AVE. I SUITE 600
27603
+ + + Upon Authorization + + + + + + + + + + + + + + — RALEIGH, NC
PHONE [phone]
+ + + 972 S IF + + + + + + + i + i r� + ,+ — 1�1 \ + + + + + + +
sepiinc.com
+ + + ZONE 1 -Allowable + EXISTING + + + +� + 1 + `� + \'+_ - - + + + + �z + -
Upon Authorization WETLAND (TYP) t �� `\ 1WORKINGDAYS
+ + + + 4,284 SF + + + + + + / + ( +\ + V + I + + ? BE EORE� cOUcDnG
GRADING LIMIT i y+\\ 1y \C� + + + + \ \ KnowWnabefore you
(SLOPE STAKES) II
call before you dig.
11
ll
IIA
_� �• • • \ \\ + + +_ J \\ `� \� \� NOTICEnrvr nrvo nu uu°rxcaourv°ununFs.
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
♦ — ° ° ° ° ° ° ° ° — \ 1 \ - THECONTRACTOR NEITHERTHEOWNER NORTHE ENGINEER
• • • • ° ° v v v v v \ _ SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
y• OF PERSONS ENGAGED IN THE
1717 ••� + ZONE 2 - Allowable 1\ \ \` / \ �' OF ANYONE NEARBY SF THESTTRUCTTURES, OR OF ANY OTHER PERSOONS.
\ _ \
Upon AuthorizationI'll U
�, _ i��� ° v •�•• + + + 4,919 SF a'
'c'(4p"',
f 1 »1 �\ v • •� o + + + + + + \I \y \\� 1 �qQo` u`liy9,
053032
ZONE 2-Allowable
Upon Authorization
• \\11 .\\ �A +i �� `�\ 12082021
2,209 SF
ZONE 1 -Allowable`pppORglP4
/i„ _ •••� + + _ _ + + + "\ _ _ Upon Authorization SEAL A
{i; ` _ _ \ \ .h:�.,�•�• — — `-- + 9,541 SIF N2197
"`v\—
IJ \ '° v v• ' .'. ` \v� COPYRIGHT. 1.1
SEP ENGINEERING & CONSTRUCTION INC
EX. SANITARY SEWER zv v v v v v v
_ ° ° J ° ° ° f Arbor Creek -
EASMENT (TYP.) v v v �•r�.r.• o -� v v v
'� Middle Creek
MIDDLE CREEK
Greenway
� MID pLE CREE � � . � Town of Holly Springs
Parks and Recreation
PROP GREENWAY�%
10'-WIDE PAVED TRAIL WITH
2' PROP 2' GRASS GRASS SHOULDERS (TYP.) —
_--
zl — zi
SHOULDER
PREPARED FOR:
Z2_ z2 zi assra we Town of Holly Springs
omI a nco_ni_Anr 128 S. Main Street
RIPARIAN Z2 Holly Springs, NC 27540
BUFFER- ZONE 1 z2 1� PRELIMINARY
(TYP.) I/ NOT FOR CONSTRUCTION
RIPARIAN tie 90% CONSTRUCTION
BUFFER- ZONE 2 �2 N DRAWINGS
\ REF 09-012: Arbor Creek Greenway
(TYP.) DATE
PROJECT: SE20.027,W
RIPARIAN BUFFER IMPACTS
AREA (SF)
LAND USE
NOTES
ZONE1
ZONE2
ALLOWABLE UPON AUTHORIZATION
LIMITS OF DISTURBANCE
13,825
8,100
(J) (iii)
(CLEARING PLUS BUILT UPON AREA)
10' WIDE PAVED GREENWAYTRAIL
BUILT UPON AREA I PERMANENT
5,171
2,153
WITH T SHOULDERS
REVISIONS:
m Rev. Trail Grading 4.20.2021
® Rev. New Trail 07.06.202
® Rev. Per Town Comments 09.03.202
NORTH
50' 25' 0 PROJ. MGR: M. TAYLOR
LJ DRAWN BY: S. TEYMOURI
CHECKED BY: M. TAYLOR
SCALE: 1°=50' BUFFER
IMPACT AREA 6
BA-6

�� I X X \ \ �C SEPI ENGINEERING &CONSTRUCTION, INC.
RAO EEAUFORT,ISC I CH BARLESTON.EC
X �/ X �
f 1GLENWOOD V27603 E E600
EX. SANITARY SEWER X /� X X X EASMENT (TYP.) X PRAHONE 1 919.789.9977
N \ \ ++ 'AZl \\ 1 X /'I '/ x X \ sepiinc.com
\ "+ EXISTING X Z2 \ \\ I X X I X /�' X I X
�C WETLAND (TYP)
X/ I I X X • 3 WORKING DAYS
BEFORL.E YOU DIG
1.4 X Know what's bPOW.
Call before you dig.
° \ ` X I I / yl X x EXISTING X -ALK
WETLAND (TYP) i s
ZONE 2 - Allowable I PROPOSED GREENWAY X ZI X �\ ,. X X NO1`CE°
�v Upon Authorization 10'-WIDE PAVED TRAIL WITH X '� ZONE 1 -Allowable X. X Coy,RUCTIONSITE SAFETY ISTHE HSOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
2' GRASS SHOULDERS TYP. Upon Authorization Y_ SHALL BE FTEE WORK, ASSUMEANYENGAGED
T FOR
0 1\\ � 6,238 SF '� \1 (TYP.) X � ,\ � p X X X
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
��1 \� T `\ I !' ti, // \ I 7,260 SF X X X X X OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
K \
\ D ZONE 1 -Allowable X \\ \ Y`— _ �' \` T X �H""c
Upon Authorization N X,..�oQo�,
ZONE 2 -Allowable oTEsva y9`-
4,052 SF X i I?� // X X X Upon Authorization X 053 32—
1,722 SF X _
X X 'Al2-08-2021
ZONE 1 -Allowable
D D D I �� \ z Upon Authorization
7,260 SF '9 `SEAL A
D C-2197 =
\ — — — — 69)— . D °DADN.c.
JOODS ` =_ _ `\ \ ' \ \ — ` — �`D \ �� + X COPYRIGHT. 1.1
MIDDLE REEK„ — _ — _—' \ , GIHEERNGacGN=iR ciIGN
IN
-' � \•�: ,'/i' S r` ' ` \�\ � D '`. , ` \ Arbor Creek -
Z _ _ \ GRADING LIMIT '� �, ;' Sp�,7 C ���\ �D X -A X Middle Creek
(SLOPE STAKES) \` ���.,
_ Greenway
Zl Town of Holly Springs
72 S ��' AC �� �� \ ID I X X Parks and Recreation
A, \.
.. .. .. .. .. .. .. ZONE 2 - Allowable
RIPARIAN �e R7 Upon Authorization �� o6s9of z� ��r X
BUFFER- ZONE 1 Ae??�96/p n Z2 948 SF \ �7\ ti46a42 . D �
(TYP.) oo� AAG �►RPA/ I? 72 17 9 Z2 PROP 2' GRASS \\ p +;`. PREPARED FOR:
RIPARIAN O' j 14) 4-�� SHOULDER �l � r T 128 S own fMainyStrreletgs
BUFFER- ZONE 2 �2 �1i \ ;� Holly Springs, NC 27540
(TYP.) �17� I PRELIMINARY
J 0 \ L 2 N �A I NOT FOR CONSTRUCTION
�'�J 2 �� I I I .', 90% CONSTRUCTION
J`07 �� �� 0176 � DRAWINGS
JS I / T \` REF 09-012: Arbor Creek Greenway
\J . 41,
DATE
'� .. * y PRaea: sEzo.oz/ao
RIPARIAN BUFFER IMPACTS
AREA (SF)
LAND USE
NOTES
ZONE 1
ZONE 2
ALLOWABLE UPON AUTHORIZATION
LIMITS OF DISTURBANCE
12,810
8,908
(J) (iii)
(CLEARING PLUS BUILT UPON AREA)
10' WIDE PAVED GREENWAYTRAIL
BUILT UPON AREA I PERMANENT
4,332
3,619
WITH 2' SHOULDERS
ISSUE:
.
NORTH
50' 25' 0
LJ
SCALE: 1"=50'
REVISIONS:
m
®
®
Rev. Trail Grading
4.20.2021
Rev. New Trail
Rev. Per Town Comments
07.06.202
09.03.202
PROJ. MGR:
M. TAYLOR
DRAWN BY:
S. TEYMOURI
CHECKED BY:
M. TAYLOR
BUFFER
IMPACT AREA 7
BA-7

— I
\
SEPI ENGINEERING &CONSTRUCTION, INC.
6 \ X X \ 1 RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH,
1 C27603 PHONE
ZIF
EXISTING seplinacDm
x I
o> C �C WETLAND (TYP) ?
7C
3 WORKING DAYS
— \ BEFORE YOU DIG
X X ti I %� \ X / BEa�Ro NofA l l E
Y, � y. Know wnaYs below. rL
Call before you dig.
�q`\��� 1 �( EXISTING X
\\� PROPOSED ,LY LocAiE _
X GREENWAY TRAIL \ 1 X X X Z1 2 �( WETLAND (TYP) X X 1.
10' WIDE, PAVED (TYP.) I �/ XX\�C�•�iz X/ X NoTICEsr ozE o Ra°o c"rE=.00AM.E=w M ,
CONSTRUCTI 1111 SAFETY IS THE SOLE RESPONSIBILITY OF
X THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
\ \\` \ \\ X _ SHALL BE EXPECTEDTO ASSUME ANY RESPON5IBILITY FOR
Q `Rd\ ° 1 Y I I \ SHALL
WORK, OF PERSONS ENGAGED IN THE WORK,
F ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
}Y \
\ X EX. SANITARY SEWER ��\ \ X RIP RAP G
t L\X — \ X% 'PERMANENT STREAM IMPACT x X oRQOESS1%, ,
EASMENT (TYP.) _ X �Q �,, q
NOT MITAGABLE
22 LF
053032
01Ol dl 0= \ _ — — — — — i� / \ �/ y, 7 12-08-�2021
�G
\ S 63-241
_ // 1 \ X - SEAL � Az
_ L$ — L \ \ C-2197 c
69)+� �-cJla
GRADING LIMIT \���---; __c\ \ T — — — _Loz_
(SLOPE STAKES)_ \ , JoO�D_S X X INSSEPENEIFIHo®'R'
MIDDLECREEK
Arbor Creek -
l2 zl/q'�Tpc Middle Creek
- I x Greenway
Il�� Town of Holly Springs
x
z2 PROP 2' GRASS C, Parks and Recreation
�� S�tis C 1s /A� �C', �\ I �C
�S zl SHOULDER
r �
RIPARIAN R/ ti o6SN� _ — _ j- \\\ �\` I Y
BUFFER- ZONE 1 Ae ?�9 /0 n z2 PE RF ANENT STREAM IMPACT 9,468 Tyi _ _ \ °
(TYP.) O�Sts A e/ RT I2 l� \ \ `° PREPARED FOR:
�pCia' �, H �__ 145 SF Z2 � \ � � Town of Holly Springs
RIPARIAN ls��j \ \ f/ ti� —\ % \ 128 S. Main Street
BUFFER- ZONE 2 4
(TYP.) RIP RAP
47\0\ PERMANENT STREAM IMPACT
NOT MITIGABLE
�'7 6 LF
07 50 SF 017
STREAM IMPACTS
LENGTH (LF)
AREA (SF)
STREAM IMPACT PERMANENT
18
14S
CULVERT
STREAM IMPACT PERMANENT I NOT
MITIGABLE
6
50
RIP RAP OUTLET
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
6 1�
DRAWINGS
REF 09-012: Arbor Creek Greenway
\ n /'
PROJECT:
SE20.02]00
NORTH
50' 25' 0
LJ
SCALE: 1" = 50'
REVISIONS:
m
®
®
Rev. Trail Grading
4.20.2021
Rev. New Trail
Rev. Per Town Comments
07.06.202
09.03.202
REM. MGR:
M. TAYLOR
DRAWN BY:
S. TEYMOURI
M. TAILOR
CHECKED BY:
STREAM
IMPACT AREA 7
SA-7

IDS \ ������� �������� �" * ��*� �I� PROPOSED71 '
BRIDGE
4- 4- U U� J<
PROPOSED GREENWAY
10'-WIDE PAVED TRAIL WITH
2' GRASS SHOULDERS (TYP.) k-
= 1t
I tv;
I
1 fe
GRADING LIMIT
(SLOPE STAKES)
/' _ y✓'' /' PROP 2' GRASS l�
SHOULDER
ZONE 2 - Allowable
/ 1"
Upon Authorization
737 SF 72
ZONE 2 - Temporary
Buffer Impact
Fig i tie 677 SF
i ! - ZONE 1 -Allowable
° � o
/ P Upon Authorization
.7
"1. 1,049 SF
I 3 1
D D � ZONE 1 -Temporary AN
Buffer Impact V 21RIPARIAN
° r 779 SF �� BUFFER- ZONE 1
r �1 TEMPORARY BRIDGE FOR '�
2
�0(TYP.)
3 CONSTRUCTION ACCESS / ,. RIPARIAN
,2 2 BUFFER- ZONE 2
-- pD ,PROPOSED _ o (TYP.)
D D BRIDGE
V �4
ZONE 1 -Allowable Fip
D Upon Authorization WOODS
D------- ____
1,062 SF -
ZONE 1 - Temporary
D ZONE 2 - Allowable Buffer Impact
Upon Authorization 999 SF
1 1,031 ZONE 2 - Temporary
Buffer Impact
Jdr� 402 SF
RIPARIAN BUFFER
IMPACTS
LAND USE
AREA (SF)
NOTES
ZONE 1
ZONE 2
ALLOWABLE UPON AUTHORIZATION (J) (iii)
2,774
2,844
LIMITS OF DISTURBANCE (CLEARING PLUS BUILT UPON AREA)
TEMPORARY BUFFER IMPACT
1,778
1,0791
FOR CONSTRUCTION ACCESS
BUILT UPON AREA I PERMANENT
596
1,092
10' WIDE PAVED GREENWAY TRAIL WITH 2' SHOULDERS
— — �V�o
�1
ZONE 2 -Allowable
V_ Upon Authorization
1,076 SF
ZONE 1 - Allowable
Upon Authorization
ti 663 SF
SEN
— (3) SEPI ENGINEERING & CONSTRUCTION, INC.
\ RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON. SC
\ 1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
^> — sepiinacom
• 3 WORKING DAYS
BEFORE YOU DIG
Know what's below��oEa�Ro�NOFA`I�I�E�
pq,
Call before you dig.
NoEDE
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
s"L
,12-08-2021
SEAL A=
C-2197 c
s N. C
ENGINEERING
SEP & CCONSTRUCTION'
Q4__ N.
Arbor Creek -
/ � Middle Creek
-z� Greenway
O Town of Holly Springs
Parks and Recreation
io
0� O O
PREPARED FOR:
Town of Holly Springs
1? 128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
1 NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
12 ti
\ DATE
PROJECT: SE20.027.W
I$$UE: .
& Rev. Trail Grading 4.20.,
® Rev. New Trail 07.06
6A�%® Rev. Per Town Comments 09.03
NORTH PROJ. MGR: M. TAYLOR
DRAWN BY: S. TEYMOURI
CHECKED BY: M.TAYLOR
50' 25' 0 BUFFER
IMPACT AREA 8
SCALE: 1" = 50' BA-8

\
\
PROPOSED GREENWAY
10'-WIDE PAVED TRAIL WITH
1� 2' GRASS SHOULDERS (TYP.) \
N ~ ~
I N
1
I �
r
ZONE 2 - Allowable
Upon Authorization
641 SIF '
PROPOSED
BOARDWALK
/able i
Ition i
vable i it
ation
I o
I 6
I I
I
I
I
I �
PIN # 0659-67-019
\
GRADING LIMIT
(SLOPE STAKES)
S=�1
S. ENGINEERING &CONSTRUCTION, INC.
\\ RALEIGH I WILMINGTON I CHARLOTTE
BEAUFORT, SC I CHARLESTON, SC
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
PHONE [phone]
sepiinc.com
•
DIG
BEFORE YOU DIG
ORE YOU
FOR
uEF
Know what's below.
Call before you dig.
\
LL
..c,�. �oc.re.No
Nonce
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER
PROP 2' GRASS
SHALL XPECTED TO ASSUME ANY RESPONSIBILITY
SAFEIYBOFTTHE WORK, OF PERSONS ENGAGED IN THEEOR WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
SHOULDER
`��HuFHC�ou
, C4,
Iz-
90
07 — — z c-zAv _
DODCREEK NEIGHBORHOOD ASSN INC tiQ�� N; C
0659-57-3903 ",'
Co RIGHT. 1®�I—IN iNc
••• RIPARIAN «—
BUFFER- ZONE 2
(TYP.)
RIPARIAN \
I
BUFFER- ZONE 1 \\
(TYP.) \ ��
// / // III/1 \♦ \ti \ \ �\\ \ \ \ \ \ \ \ \ \ \ \ \
Arbor Creek -
_ Middle Creek
Greenway
Town of Holly Springs
Parks and Recreation
FLINTOM, MARGARET WHIT
//
ONE 1 ZOOEz
RIPARIAN BUFFER IMPACTS
AREA (SF)
LAND USE
NOTES
ZONE1
ZONE2
ALLOWABLE UPON AUTHORIZATION
LIMITS OF DISTURBANCE
1,797
1,203
(J) (iii)
(CLEARING PLUS BUILT UPON AREA)
10' WIDE PAVED GREENWAY TRAIL WITH
BUILT UPON AREA I PERMANENT
598
401
T GRASS SHOULDERS
50' 25' 0
SCALE: I" = 50'
PREPARED FOR:
Town of Holly Springs
128 S. Main Street
Holly Springs, NC 27540
PRELIMINARY
NOT FOR CONSTRUCTION
90% CONSTRUCTION
DRAWINGS
REF 09-012: Arbor Creek Greenway
& Rev. Trail Grading
® Rev. Now Trail
® Rev. Per Town Comments
MGR: M.TAYLOR
'N BY: S. TEYMOURI
KED BY: M.TAYLOR
BUFFER
IMPACT AREA 9
BA-9

I PIN # 0659-7
I / 1 111,
/ I 1 SEPI ENGINEERINGO&COONSCRRUCTIION, INC.
RALEIGH LOTTE
\ / / �/ \ \ �,& // / / / / // / // / BEAUFORT, SC I CHARLESTON, SC
— — — _ — — — _ — ' / / / / / / �( ' %/' / // / / 1 \ I / l t 1 GLEN W OO D AVE. I SUITE 600
// RALEIGH. NC 27603
\
/� , / / / / / / / C ., 1 / 1 / l / I PHONE [phone]
---------------- Rn\D- , I\N\A\L EX\�TOENS�\IO_N�—C�O—QMf—PA—NY
GA7EASE1ENT --_ _ ---- //4-
3 EvdeRKINDGFADAYS
%', BEFORREYOUoiG
O E.
a
Knwwhats
----\_ --_----- NJ Call before you dig.
-------- E HASKws,cATr
--__ / / // /' // /' // / /1 I /( \ I \ 1 HASKINS,GEORGEDJrc
�\ `\\\\ \\ �E� \ 1-1 _---- / \\ `\ `\ \\ ' I I l I 1 I I I I \ \ \ \ \ \ PIN #065977aiftULT'EWE VAEUIIo.TE.no
IN TICEA.A ES
Aor®pr.�E��RaI.oRp,Ftr .oE
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THECONTRACTORTOASRTHE OWNER RESPONSIBILITY
ENGINEER
SHALL BEF THE WORK, F PERSONSSUME ENGAGED
IN THE W
SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK.
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
II \ 1 / N 1 I I \ \//--� \\ 1 `"A�o!csv,yv.,
GRADING LIMIT Sm
\, (SLOPE STAKES) �� // \ \ \� / / , /� ( II I I \ 1 I I \ \ \ \\\� \ \ 1 I 1 1 T\ 053032
\ \ \ (�♦ \ \ \ \\\ ^� 12 -08-2021
\ \ PROP 2'
GRASS SHOULDER ZONE 1 - Allowable
Upon Authorization
1,088 SF \ \ \ \ _
ZONE 2-Allowable v....� // ti \ ; .\\ // \\ \ \ \\ \\\\\�\ z cz%7
Upon Authorization ti \ / ZONE 2 - Allowable a �/ _ _ _ \ \ \ \\ \ \ \ N.0
\\
995 SF Upon Authorization',,,,,,
746 SF \ \ \ — ` \ ` \ \CoPYRI�H BEQL
\ ZONE 1 - Allowable —
� sEPI ENGINEERING a CONSTRUCTION INC
-\— Upon Authorization —\ — ;;% ° — __ Arbor Creek -
_ — / 1,228 SF �. \ \\ — ----
Middle Creek
Greenway
` �� \ \ U \` - _ _ _ _ — _ Town of Holly Springs
Parks and Recreation
IT
PROPOSED GREENWAY
/ / / I ' \
�/ // / //// I 10 WIDE PAVED TRAIL WITH `_ � \_Q \ \ \\ PREPARED FOR:
2' GRASS SHOULDERS (TYP.) Town of Holly Springs
+ I + + —\��� \ ` \
RIPARIAN E \ 128 S. Main Street
-------/ 'I I + BUFFER-ZONE2 + + + + + + + —`•� \ Holly Springs, NC27540
1 I _ ' ' / I EXISTING \\
`I1 1 I _ _ /' / ,' / I ' ti` " (TYP.) � - - ��- \ PRELIMINARY
+ + + WETLAND (TYP) + 4- EXISTING UTILITY + \ NOT FOR CONSTRUCTION
20 EASEMENT' \ 90% CONSTRUCTION
"F' 2p + RIPARIAN + + + + + + + + + _ + `�, DRAWINGS
BUFFER- ZONE 1 \
+ + -� + + + + + + T REF 09-012: Arbor Creek Greenway
1 1 1 1 I I (TYP.) \
\I I DATE
+ fi fi + + + + + + + + + + + + \+ + + PROJECT sEso.oz ao
RIPARIAN BUFFER IMPACTS
AREA (SF)
LAND USE
NOTES
ZONE 1
ZONE 2
ALLOWABLE UPON AUTHORIZATION
LIMITS OF DISTURBANCE
2,461
1,790
(J) (iii)
(CLEARING PLUS BUILT UPON AREA)
10' WIDE PAVED GREENWAYTRAIL
BUILT UPON AREA I PERMANENT
691
622
WITH 2' GRASS SHOULDERS
REVISIONS.
Q Rev. Trail Grading 4.20.2021
® Rev. New Trail 07.06.202
® Rev. Per Town Comments 09.03.202
NORTH
50 LJ ^C 0 PROJ. MGR: M. TAYLOR
DRAWN BY S. TEYMOURI
CHECKED BV' M. iAYLOR
BUFFER
SCALE: 1" = 50' IMPACT AREA 10
BA- 1Q-A

r
IPIN # 0659-77-4232SEPI ENGINEERING & CONSTRUCTION, INC.
II1RAEUFORT,' SCI I CHGARLESTON. SOTTE
1 GLENWOOD AVE. I SUITE 600
RALEIGH, NC 27603
11 / \ C.i /I l l 11I � PHONE [phone]
GRADING LIMIT I r/ \ \\ Av
\\\�— — — — — — — — — — — — — - — - (SLOPE STAKES) 1I �
I I lilt
RDINAL EXTENSION COMPANY
-GASFASFMFNT
3 WORKING DAYS
BEFORE YOU DIG
KnoExcaouNOFna mes
owwhat's beOW.
4
— — — — — `� O� / / // /' ,' //' // I l /11/ 11 1 \ N/F Call before you dig.
HASKINS, CATHERINE A 8
HASKINS, GEORGE D JF
PIN #abs9r alal
'o.:�a` o`iAooAo o�cao uunEs
NOTCE.E.o
`\\ \ \ \ —�•� \ \ \ �\ _ ,G—_� / // / / / / / .��..i // / I I 1 \ 1 / I / I I I 1 \ \ 1 \ \ \ CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR
THE OWNER NOR
ER
SHALL BEEXPECTED
TO ASSUMERESPONSIBILITY FOR
SAFEDOFTHEWORK, OF PERSONS ENGAGEDIN THE WORK,
OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS.
/Jill\ I / / N I \ I I \ \ \\ \ \ \\ \-- /'� \\ \ °"JIL\H. RMou
Q�oT[svrty�:y'
slu
\ \ \ \ \ — \ / / \ / / / / I I I I \ I I 1 1 \ \ \♦ // /'—� \ \ I I I I \053032
/ / / 11 I_I \ \ \ \ \ ♦__ / _ \ r
PROP 2 GRASS - \ ' /' � \ \ ry , // / J / / 1 I \ \ \ `\ \ \ /' /-��\ \ \ I I I I 1 I ""12-
SHOULDER
go
\ \\\ \ \ \ RIP RAP
PERMANENT STREAM IMPACT
NOT MITIGABLE
12 LF
\ \ \ \ \ 117SF
SEAL A=
/ / / \ \ \ \ \ \ \ \ \ /� / / -\ \ \ \ \ \ \ _IC-2197
SEPI CONSTRUCTION, INC
Nam'
Arbor Creek -
P PERMANENT t \ �\ \ -__- � � _ - Middle Creek
STREAM IMPACT I _I / - — J w--_____/ Greenway
_ _ — _ _ —
\���M2TTj. - - Town of Holly Springs
\ 16LF \ - -
\ Parks and Recreation
\\I \I \\\ \\\\ \1111\\\ 135 SF/+
PROPOSED
GREENWAY TRAIL ' L/� \ \ I I `•\ `\_ \`,, \ �ao�\ `
10' WIDE, PAVED (TYP.) I'\\1\ T `�\ \`\ \�� ` — PREPARED FOR:
1 \ I
I \� \ \ Town of Holly Springs
RIPARIAN E \\ \ \ \ 128 S. Main Street
-� Holly Springs, NC 27540BUFFER- ZONE 2 ++
\11 (TYP.) "—— EXISTING PRELIMINARY
I
+ + + WETLAND (TYP) +\ NOT FOR CONSTRUCTION
20NF \ RIPARIAN \ \ \ � 90% CONSTRUCTION
30, + + \+
+ + + + + + ' + \+ + + +
2p 1 2 DRAWINGS
\ BUFFER- ZONE 1 \
+ 11 (TYP.) + -� + + + + I \ REF 09-012: Arbor Creek Greenway
STREAM IMPACTS
LENGTH (LF)
AREA (SF)
STREAM IMPACT PERMANENT
20
152
CULVERT
STREAM IMPACT PERMANENT I NOT
MITIGABLE
12
117
RIP RAP OUTLET
50' 25' 0
SCALE: 1" = 50'
& Rev. Trail Grading
® Rev. New Trail
® Rev. Per Town Comments
M. TAYLOR
S. TEYMOURI
M.TAYLOR
IMPACT AREA 10
SA-10