20031151 Ver 1_Complete File_20030915

Green Level Road (SR 1625), Evans Road (Sr 1653) 401 Permits, T...
Subject: Green Level Road (SR 1625), Evans Road (Sr 1653) 401 Permits, Town of Cary, Wake
County
From: Christina Breen <[e-mail]>
Date: Thu, 08 Sep 2005 12:51:19 -0400
To: [e-mail]
Kyle,
I just wanted to let you know that your 401 permits for the above projects will automatically be extended
upon extension of the Army Corp of Engineers 404 Permit. No paper work needs to be received from us.
Thanks.
Christina Breen
Environmental Specialist II
NC Division of Water Quality
Transportation Permitting Unit
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604-2260
Telephone: [phone]
Fax: [phone]
1 of 1 9/8/2005 12:51 PM
08/25/2005 13:21 919-460-4935 CARY ENG
~{ - `n-
August 16, 2005
Mr. Jobn Hennessy
NC Division of Water Quality, 401 Wetlands Certification Unit
1.650 Mail Service Center
Raleigh,, NC 27699-1650
Subject: Evans Read (SR 1653) Widening Project (DWQ# 03-1151)
Dear Mr. Hennessy,
PAGE 02/03
ENGINEERING DEPARTMENT
Due to budget and right-of=way acquisition issues, construction has not started. for the above
referenced project. Currently we are acquiring right-of-way and working with, NCDOT for the
required encroachment agreement. Construction and funding for this project are scheduled for
FY 2007 (July 2006). The plans have not changed since the APPROVAL of 401 Water Quality
Certification. was issued on April 4, 2004. The Section 404 and Nationwide 14 Permit expire
November 24, 2005. The Town, of Cary is respectfully requesting a permit extension consistent
with construction. beginning in July 2006.
Th=k you for your consideration of this request.
If you need any additional information or have any questions please contact me at 919-462-3938
or email me at kvle,hubert@towPofcary_.org
Sincerely,
"I*v<
Kyle Hubert, P.E.
TOWN Of CARY
318 North Academy Street -Cary, NC 275L3-PO Box 8005-Cary, NC 27512-8005
tel [phone] * fax [phone]• www.townofcary e%
RUG-25-2005 THU 12:46 TEL:[phone] NRNE:DWQ-WETLANDS P. 2
14 @44?
4 L! ?
G
?r
`?T?lyos
aHO NR. 1114 S RMwq FRB
R,gych ENGINEERING DEPARTMENT
August 16, 2005
Mr. John Hennessy
NC Division of Water Quality, 401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Subject: Evans Road (SR 1653) Widening Project (DWQ# 03-1151)
Dear Mr. Hennessy,
Due to budget and right-of-way acquisition issues, construction has not started for the above
referenced project. Currently we are acquiring right-of-way and working with NCDOT for the
required encroachment agreement. Construction and funding for this project are scheduled for
FY 2007 (July 2006). The plans have not changed since the APPROVAL of 401 Water Quality
Certification was issued on April 4, 2004. The Section 404 and Nationwide 14 Permit expire
November 24, 2005. The Town of Cary is respectfully requesting a permit extension consistent
with construction beginning in July 2006.
Thank you for your consideration of this request.
If you need any additional information or have any questions please contact me at 919-462-3938
or email me at kyle.huberta?,townofcary.org
Sincerely,
"aw
Kyle Hubert, P.E.
TOWN Of CARY
318 North Academy Street -Cary, NC 27513-PO Box 8005-Cary, NC 27512-8005
tel [phone] - fax [phone]- www.townofcary.org
#?@[ifl
AEG CJ
1 `9 f??5
WET(gNDSANDSrO4'WUTEQR1NCH ENGINEERING DEPARTMENT
August 16, 2005
Mr. Todd Tugwell
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27615
Subject: Evans Road (SR 1653) Widening Project (Action ID: 200321363)
Dear Mr. Tugwell,
Due to budget and right-of-way acquisition issues, construction has not started for the above
referenced project. Currently we are acquiring right-of-way and working with NCDOT for the
required encroachment agreement. Construction and funding for this project are scheduled for
FY 2007 (July 2006). The plans have not changed since the Section 404 and Nationwide 14
Permit were issued on November 24, 2003. The Section 404 and Nationwide 14 Permit expire
on November 24, 2005. Town of Cary is respectfully requesting a permit extension consistent
with construction beginning in July 2006.
Thank you for your consideration of this request.
If you need any additional information or have any questions please contact me at 919-462-3938
or email me at kyle.hubertQtownofcary.org
Sincerely,
4m"40(
Kyle Hubert, P.E.
TOWN Of CARY
318 North Academy Street -Cary, NC 27513-PO Box 80059Cary, NC 27512-8005
tel [phone] - fax [phone]- www.townofcary.org
?QF VVA J?RP Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
0
> r Alan W. Klimek, P.E., Director
=i
O ?. Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 13, 2004
Wake County
DWQ Project #:03-1151
MODIFIED APPROVAL of 401 Water Quality Certification with ADDITIONAL
CONDITIONS,
and Neuse River Buffer Rules
Town of Cary Engineering Department
C/o Mr. Tim Bailey
P.O. Box 8005
Cary, NC 27512
Dear Mr. Bailey:
You have our approval, in accordance with the attached conditions and those listed below,
to impact 20 linear feet of streams, and 0.03 acre of stream buffers for widening of Evans
Road (SR 1653) from the Evans Road and Maynard Road intersection to just north of
Rochelle Drive in Wake County as you described in your application dated October 29, 2003
(received October 2, 2003) as modified on November 18, 2003 and January 14, 2004 with a
final change dated April 5, 2004. After reviewing your application, we have decided this fill is
covered by General Water Quality Certification Number 3404. This certification allows you to
use Nationwide Permit Number 14 when the Corps of Engineers issues it. This approval is
also valid for the Neuse River buffer rules (15A NCAC 2B .033). This approval replaces one
issued to you on April 4, 2004. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed
regulations. This approval will expire when the accompanying 404 or CAMA permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application
except as modified below. If you change your project, you must notify us and you may be
required to send us a new application. If the property is sold, the new owner must be given a
copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. If total wetland fills for this project (now or in the future) exceed one acre,
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7).
This approval shall expire when the corresponding Nationwide Permit expires or as otherwise
provided in the General Certification. For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below. Deed
notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands
and waters to notify the state in order to assure compliance for future wetland and/or water
impact. These mechanisms shall be put in place within 30 days of the date of this letter or the
issuance of the 404 Permit (whichever is later).
Conditions of Certification:

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/newetlands
1. An additional condition is the stormwater management plan in the application as
modified in your April 4 letter shall be implemented. of swales at Site 1 (Outfall #7)
and Site 2(Outfall #9) in order to ensure that flow. Finally before the roadway is
opened to traffic, the stormwater management facilities, as approved by this Office,
shall be constructed and operational, and the stormwater management plan, as
approved by this Office, shall be implemented.
2. Culvert Installation: The culverts required for this project shall be installed in such a
manner that the original stream profiles are not altered. Existing stream dimensions
(including the cross section dimensions, pattern, and longitudinal profile) are to be
maintained above and below locations of each culvert. The culverts shall be
designed and installed to allow for aquatic life movement as well as to prevent head
cutting of the streams. If any of the existing pipes are or become perched, the
appropriate stream grade shall be re-established or, if the pipes installed in a
perched manner, the pipes shall be removed and re-installed correctly.
The culvert(s) shall not be installed in such a manner that will cause aggradation
or erosion of the stream up or down stream of the culvert(s). Existing stream
dimensions (including the cross section dimensions, pattern and longitudinal profile)
are to be maintained above and below locations of each culvert. As such, it is
required that you provide the plans with adequate details that indicate that the
current stability of the stream will be maintained or enhanced. You must receive
written approval from this Office for the above plans before the culvert(s) is installed.
The culvert(s) must be installed according to the approved plans.
3. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached
form and return it to the 401 /Wetlands Unit of the Division of Water Quality.
Violations of any condition herein set forth may result in revocation of this Certification and
may result in criminal and/or civil penalties. This Certification shall become null and void
unless the above conditions are made conditions of the Federal 404 and/or coastal Area
Management Act Permit.
If you do not accept any of the conditions of this certification, you may ask for an
adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To
ask for a hearing, send a written petition that conforms to Chapter 1508 of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C.
27611-7447. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the
Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786
or Steve Mitchell at our Raleigh Regional Office at 733-9646.
cerely,
P
cc: Andrea Wade, Corps of Vin ers Raleigh field ffice
Raleigh DWQ Regional ffFile copy
Central Files
Tina Swizey; Rummel, Klepper and Kahl; 5800 Farrington Place, Suite 105, Raleigh,
NC 27609-3906
V
le, ,?- 401 ISSUED,
•
• Mr. John Dorney
North Carolina Division of Water Quality
Rummel, 2321Crabtree Blvd. #250
Raleigh, North Carolina 27604
Klepper
&. Kahl, LLP
William K Hellmann
Emeritus
David W. Wallace
Stephen W. Kagay
Robert J. Halbert
Stephen G. Zentz
1. Michael Potter
Thomas E. Mohler
James A. Zito
Charles M. Easter, Jr.
John G. Mintiens
Joseph A. Romanowski, Jr.
Michael L. Krupsaw
Geoffrey V. IColberg
Lars E. Hill
J. Tommy Peacock, Jr.
Michael W. Myers
Martin C. Rodgers
Kenneth A. Goon
Richard J. Adams, Jr.
John A. d'Epagnier
Barbara J. Hoage
Christopher F. Wright
Owen L. Peery
Nancy R. Bergeron
Stuart A. Montgomery
David G. Vanscoy
Henry J. Bankard, Jr.
Peter C. D'Adamo
James F. Ridenour, Jr.
Robert J. Andryszak
Raymond M. Harbeson, Jr.
B. Keith Skinner
Karen B. Kahl
Seyed A. Saadat
5800 Faringdon Place
Suite 105
Raleigh, North Carolina
27609-3960
Ph: 919-878-9560
Fax: [phone]
www. rkkengineers. com
April 5, 2004
Ask
yYA'rR
r S ?riON
Reference: DWQ # 03-1151 Evans Road (SRI 653) widening in Cary
Town of Cary Proj ect No. 01-015
Dear Mr. Dorney:
. Attached is the final revised information you requested to process PCN
#033-1151. Included are a full size sheet 5-7 of the drainage plans and seven half
size sheet 5-7 of the plans. The half size plans have construction plans and
permit exhibits with and without contours. Also, seven copies of the summary of
the twelve outfalls for the Evans Road Widening Project including the associated
impervious area treatment and supporting calculations(Grassed Swale
Worksheets Outfall #4 and #9) with seven copies of the revised PCN(Sheet 13 of
14). One copy of the full permit package is included for your information as we
have on file with the Town of Cary.
We feel that the filtration swale(parallel to R/W) and outfall.
design(perpendicular to the R/W) at approximately Sta. 25+00 Lt(Outfall #4)
meet design standards with a single swale with 3:1 side slopes. The drainage
area is 0.6 Ac. with a 10 year design flow of 3.0 efs for a velocity of 1.2 fps in the
65 ft. filtration swale and a stable maximum velocity of 3.3 in the outfall swale.
However, we have revised the plans with a parallel swale as requested in order to
obtain the permit and expedite the final design of the project for construction.
Please call if you have any questions or need additional information.
Very truly yours,
X""4
RUMMEL, KLEPPE ,& KARL, LLP
Tina , Swiezy, PE
Project Engineer r - °
THS/ts
Attachment
cc: JTP
BKS
SER
THS
Kyle Hubert (Town of Cary)
Mike Babuin(Town of Cary)
Randy Boyd (NCDOT)
F:\WORD\DOCUMENT\301-040\Corr\PCNapprovrev.doc
Baltimore, MD Raleigh, NC Concord, NC Virginia Beach, VA Richmond, VA Staunton, VA
Dover, DE York, PA Norristown, PA Allentown, PA Keyser, WV Washington, DC
WE ANDS ! A
APR 0 5 2004
WAATER QUALITY SECTION 41 ISS5
Describe impervious acreage (both existing an'd proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Site 1(Outfall #7) Existing impervious area(roofs, drives, and Evans Rd w/ sidewalk, 2.1 ac.
Proposed impervious area(existing impervious area plus addition Evans Rd w/ sidewalk) 2.8 ac.
The total drainage area discharging from Evans Rd. is 5.6 ac(too large for treatment). The
difference in elevation between the grass Swale and the stream is 13 ft. The best method to
discharge this drainage without eroding the buffer is to pipe from the grassed swale to the
stream. This method was discussed in the field with Steve Mitchell and a egr ed upon.
Calculations for the design are included with the application. No mitigation is being considered
because both Zone 1 and Zone 2 impacts are considered allowable.
Site 2 (Outfall #9) Existing impervious area(roofs, drives, and Evans Rd w/ sidewalk) 1.10 ac.
Proposed impervious area(existing impervious area plus addition Evans Rd w/ sidewalk 2.20 ac.
The total drainage area discharging from Evans Rd. is 4.4 ac. The design at Site 2 has been
designed to compensate for the proposed impervious area increase at this outfall as well as a
portion of the remainder of the protect. The 2.20 ac. of impervious area will be filtered in a
220 ft grass swale located perpendicular to Evans Rd. approximately Sta. 50+00. The swale
will consist of 2 parallel swales for a total of 440 LF of treatment. The difference in elevation
between the grass swale and the stream is 12 ft. The best method to discharge this drainage
without eroding the buffer is to pipe from the grassed swale to the stream. This method was
discussed in the field with Steve Mitchell and agreed upon. Calculations for the design are
included with the application. No mitigation is being considered because both Zone 1 and Zone
2 impacts are considered allowable. The remaining 0.60 ac. of treatment will take place at
Outfall #4 with a 65 LF grass swale. The swale will consist of 2 parallel swales for a total of
130 LF of treatment.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Page 13 of 14

OUTFALL SUMMARY
Outfall Impervious Area Total
*Existing Additional Drainage
1 Existing 24" RCP discharging into undefined channel 0.02 Ac. Proposed Area
Proposed inlet pipe extension (From Proj.) 0.01 Ac. 2.5 Ac.
(From Proj.) (Total)
2 Existing 24" RCP discharging into manmade ditch that extends 0.53 Ac.
to a first order stream
Proposed outlet pipe extension 0.32 Ac. 1.76 Ac.
3 Existing 18" RCP discharging into manmade system that 0.47 Ac.
extends to a first order stream
Proposed additional CB's to 18" RCP 0.20 Ac. 0.67 Ac.
4 Existing undefined channel 0.25 Ac.
Proposed 18" RCP and CB's with 65 LF filtration swale 0.36 Ac. 0.61 Ac.
Parallel swale as requested by DWQ 130 LF
5 Existing 18" RCP discharging into undefined channel 0.65 Ac.
Proposed additional CB's to 18" RCP 0.22 Ac. 0.88 Ac.
6 Existing sheet flow along Cary Pines Dr. into manmade system 0.07 Ac.
that extends to a first order stream
Proposed additional sheet flow along Cary Pines Dr. 0.02 Ac. 0.09 Ac.
7 Existing nonfunctioning roadside ditch associated lot graded 2.10 Ac.
Proposed additional CB's to 24" RCP with a 24" CMP
w/elbows and M11 to prevent erosion through the
buffer(per Steve Mitchell field visit --Site 1). 0.70 Ac. 5.59 Ac.
8 Existing 18" RCP discharging into undefined channel 0.25 Ac.
Proposed additional CB's to 18" RCP 0.32 Ac. 0.72 Ac.
9 Existing ditch that extends to area filled by property owner 1.10 Ac.
Buffer at back of property Total Drainage Area 4.4 Ac.
Proposed additional CB's to 18" RCP with 220 LF filtration Swale
to a 18" CMP w/elbows to prevent erosion through the
buffer(per Steve Mitchell field visit -Site 2). 1.10 Ac. 4.39 Ac.
Parallel swale 440 LF
10 Existing sheet flow along Dynasty Dr. into manmade system 0.35 Ac.
that extends to a first order stream
Proposed additional sheet flow along Dynasty Dr. 0.15 Ac. 0.45 Ac.
11 Existing sheet flow along Rochelle Dr. into manmade system 0.04 Ac.
that extends to an undefined channel
Proposed additional sheet flow along Rochelle Dr. 0.02 Ac. 0.06 Ac.
12 Existing 15" RCP discharging into manmade system that 0.55 Ac.
extends to a first order stream
Proposed additional CB's to 15" RCP 0.07 Ac. 0.62 Ac.
Total additional impervious area 3.49 Ac.
Additional area to existing manmade systems to streams 0.76 Ac.
Additional area to be filtered 2.73 Ac.
Total lineal feet of filtration required 273 LF
Total lineal feet of filtration provided 280 LF
(Outfall #4 65 LF, Outfall #9 220 LF for impervious area)
(Outfall #4 130 LF, Outfall #9 440 LF for total drainage area)
*Revised to include total residential lot impervious
DWQ Project No. b 3 3 J
1. PROJECT INFORMATIC
Project Name : CYA-)
Contact Person: 1-) 14
Swale ID: K-y
Grass Swale Length
Tributary Drainage Area
Impervious Area
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
(please complete the
I'll- 0 ft.
' ac.
ac.
information):
Phone Number:
/, y(0 fps
Z,01 fps
3 ; t ratio
ft/ft
II. REQUIRED ITEMS CHECKLIST'
6
(at least 100 ft. per tributary acre) Z PPIL 2rL-L C- .
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
(2 fps max.)
(3:1 min.)
(check dams may be used)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. /fa
-quiremenfh,9snofbeen mef, 9#,?Oh an oxo/awafiow of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Vegetation Plan provided on plans
The underlying soils are permeable and non-compacted
Swale carries only stormwater flow
Water table depth is greater than 1 foot.
Plan details for the swale provided.
Plan details for the inlets and outlets are provided.
A Check dams provided.
The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
G ?oD ?/ Pv t+- 6 t4 &A Yt/7 ! 104.019LS I V wv WC-
DWQ Project No. 1) V? 3 - I ) S'
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION
Project Name : 6
Contact Person:
L°
Swale ID: b Ltff:Pa'L `r
Grass Swale Length
Tributary Drainage Area
Impervious Area
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
lete the following information):
VV I V0 64) 4 -)
1 Phone Number:
LS ft.
V ac.
D • ac.
Za . fps
Z.e fps
3 , I . ratio
Steepest Effective Slope ft/ft
Cover Crop la?SS
II. REQUIRED ITEMS CHECKLIST
(at least 100 ft. per tributary acre) Z 10pr(L- - (-61, _ /3 o L4
(on-site and off-site drainage to the swale) A?,
(on-site and off-site drainage to the swale)
(2 fps max.) d 13 S 1-S l L% `
(3:1 min.) / I. os
(check dams may be used)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. /fa
iequiremenfhasnofbeenmef, 7ff8017 an exp/anafion of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Vegetation Plan provided on plans
The underlying soils are permeable and non-compacted
Swale carries only stormwater flow
. Water table depth is greater than 1 foot.
Plan details for the swale provided.
Plan details for the inlets and outlets are provided.
IA- Check dams provided.
The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
riJ?D?/ OD h? ? 6?
N
N
°z m m
S r- w w o
w ::\ap:........ ?t k 0 w w
ko ?a N q3 0 / z z
• •? - N.
l`
in K U' U :N W a0Zt N N oN ?
Q) 5
:N w w
W TGN \\ A w
MP
LL LL
O , \ \ \ \ \ \ U.. ul Z m
o W J IrJ
M m A, a 0
Z I Z o \\ ?. M w w z ft l z fy
4f0.1 \ 1. \ J J Z ftl C O Ua
LL a ?_ J Np a \ P-m m m ¢ a o
c C.
G 3z'sy a Q ?
p E ?1., /?? \ zwwu O CD Q Q h O 0
o v ;ldo.6d ;OQ: /, 1 \'.\ \ qqc J J CL n C a z
• \ ? ? U 4
O .........: \ Q
o N ? X Q
/ L1
m /-- 1 U
------------
c " 1 \\\\ ?,,? \ \ \3 m Q
00 ?- - ? 1 5 \\\\p\ \\ \ \ ?Ct{? N I Phi rc
8 e
N
' C54 < < (_i?
w
g Za1!Ila 1 1 1- =
z
1
F .. r .• 11? ?
,11 ? I
r \1 \1 a a
. N a
N 111;11 Ilo 1 ------ ?" 8
• r
m
BQ Si wg ?e
? 1 1 \
• e
all to
1? I am7
z
Cc?
OSwz
Zd <? \ II ??I
-Za 04
tiia u3
" ... - m I NN a'
Sze I.II? 1 //
e ,
:
m fll
430
I e?l 'I
I I I
•
\ .990
_.. _ ? III I I; I ?
III' m
W III I w
l Odl??l I °I
N I "'
-FLT ? ? I I'
f \ 6 ? i ??tf??
,
E CR ? C I
NC GRID \ \? FI 2
NAD 83
O I \ ? ? ?, I I I c I P
1
1II t
U
-o
Cdr P I II
T 2
II 110
d I q? 1-.., 1
II ? I
ZW 1
5
1? .1 ICI/ ? ?;P
?°?? 1 1 I' e
_ N OR E? ?1 I , rl?
O
/ / Ps
,
45
OO% ?c : / //gam o
?S
IT,
y'?,lb?y ' o I l
L
q.d•q04,.-d\.6p\0y0t0£bpl
4
N (o
N m
S CV
Lo w €? ; ,?^`; T P-?3k D / z z zo ,? - m
= S u w m C3; 0 o E o f q w o
r -- LU
' N ....... LJJ M PI CIS UN \\ \\ N ? w LU A w a u 41 LL +-> -0 \\ \ \ \ a a Iii L, LL L' a i
Z \ \ \ \ \ \ l.t_ In d d C J J
• .\p ?.........,•. \ \\ \\ I \ m m 0 m m a C O U O
V y R] U Z a W
Li w co
LL o ?? \\ I \ ??
•WC ?ZE?<cF a? 1+''•.•Wi / \ \ \\voc`? Q ¢ a
Q o I
OR, \ 1z w w u 00 00 Q • q 0:
N
^? p p•0,1,• ..... ?Q: / \\\ \ \ \ J J _ CL a C 4 Z O
11\\\\ \ \ \ 1\ Q Q Q 00 6,
?1 \\\\\? \\ \3 I 4 N
00-
rx m / { I \\\\p? \ \ <<<<< N C4
'54 co m
11 Ull
2 g v H N ? III\\ \I \ 0 11 ----' o o?
Z ? ? ? 1111\ \ ?- -"
CL 1 ; 111 ` \ ?? w
e Il oe X111
o ?s i? I I 1?¢ ? ?? d'o
z? I N \II\ 1 1- 1 a? a?
%
c m Y!/ L?? II Is ? ?? N / Fa ?m
v A.co?NS 1II \o I? 1"?? ?,! a? zm
00 I S? 1 III 1 ?? z$ M8
1 1
110 ,3Mz 1 II 1 p 1 11 ?`
? I I??Q< 1 /
J.. L ZB Ni v?
OV C PIIN pZ7 1 1 ??
? „•I ;I?oo
mti I I I I? i IN'?1 ?_ N? 50
III ?" ? N
1 ?fI I 12 ?56/?
U- I s? Gaza
I x C5I
? ? V m P,? m°mr?kz
\ {. II If ' ,? L5 C48
III I 1 I I P
I' III I r M ?_?
oN 2N
I ? III M ?° `a? ?,
E IW 1 1 I 1 OI I I J ? ???? O
[??- I I , ? O c ' Vl
E\ III I I J U
III I
E - III
\ I 11
\ ? I 1 N
I I ' O
f m? I m
- ?u
\ GRA -
Y S 3I J
E I I ?I
NC GRID Ln
\ \O N? ? ??\I I wl m
NAD 83 1 II Q ? \
J
?\ \ o I Iil li°'I ;; d
E \ (? I ul I? = I II i ;I 1?n
?\ ?E m--- ? • Cdr?? p I II ? ?
i
s£ i • II >Fu "Jo
3
110
I
I II ' ?
If
rlIf I I v
III I x
a??=W !; ?I;II I Ill ' mo
,1a??' I I I I I 1f]?P - P
Q ?I I IIIIf
11 I 1I NNPv
1 I s O \ I-NJ? ?/ /
11 I l II
ORNT lf)'I ' I J Y ? / / / ?A\
U ,? um 5
r? o
L40
dU
RNE "//?/
? /Iv
r ?I
y - Ir' ??r / ? /?I/ P
VX RC //Ni??/ \?j
//? 'C
66/LI/9
ysd•g0yiwaad\u6p\0b0I0£\SONWOJ\%?
b002/SO/60
t
.• ................... •? N N
U) m
:..
M
O
z ,•? .1„i•. W W i
Wn.
N Sze<E? a? _E s - pf N z o zo E O E y ea O
o?' ?m •81 p ?5b1S t N N NN
W r' °d ?QF C - ?- 3N17 - co 4) 5 N
d .d ti.•' Hplb?y in V) 4)
1
0
+' 41 old
LL Z<
a
k CL 0-
D D
.... a -
z °p•?.. .yo: I1` I jll III 7 J w ¢@ m N o u t?L, O z CI) G QZ• r vN Q. 1 IN'll I I 0 Q V) rc
O U a ?' : d ¢d ?Q.•° ,1 ro' l' l i' ?J '760 J J a Z Q
O •oN ........ I m r I ( ,.(( J Q U_
J
O I r..,I I a
OD-
1 2 I `?`?` N a ir
o>e
O < < ; ?1 J
g °? I I ?a q 0 `1`t`
"
2® v° a3 / ?/ P I I, '' ?' /M5 I ;I I ? o Q
g z
CL P? Ia I 1 z; z
N _ ) ICIa'l I FB a?
N O'? ? Qd
I I2 45p O j z
Zg WS
__../ ??I 1 _.._ ...............
ao
N
i
fz?
aao °
v
ORNE ;m
,
' ? ? rllp r ? ?? -
j , I W
-- -------------- - ------------
E /OB ?l v l I ? ?.. ...
r
l ?l
N a
. \
•9d
6g
\ - -
s
OP

Z
?
?
=w?;? as
S ItZ?V;v. ¢ao 2; N'
W W Q.
?
,??:'
d bbd ;•
o
• .....
N
, L U

••
Z
•
...

?

o
..
QW ?_
M
u;i
z
a
V'
O
G y
:a:
Ni,2
3 z •U ??'' ?' N
o U ? '" odd _ ?e

?a
99
oeg
m
2g
a
0
N O
?r
? N ?c83
O 4
0
NE
NN
_V
PN
_ ?m 0
t00 pi
ZWWU
O
C\j to
N _ `\i w w o n

OOt?sb1S _

7 t N N
N
N
ON E
^I
l
F l00
_
3N/7 H
I 71biy
V?
In
0 O ? Lo co
A
C N " ?r
I
I
I
I,
N
I?
?O
ro
/ 3 I
_P I
P
O I
zI
I
a' 1 I
1 I >7
r =
II
1? 4
lu
iIIIP I U
III?I I 1 f
,I I ? I 1
,I I I
I , I
I I.-- U C.) LL +' LL L 4? Ad
a z
d d ?` D (:C C 4
1 I - corn a
co m p w
A4 ° rc
W W (1) N Z Z aazQ w 0
J J C O U
I I 1? Q a Z
I I 1 O O \g\ Q y? 6j a
1 J J H- (z a z
I ?1 0
m 1\\1\ ry Q Q V O=
1 0 O
N J
1 W
4- r7?7?
<<<<< ¢
I? <<<<< co oo
1 I <<<<< a
z z
1 ' y, z
JI w ; B
O? mZ
oa.g
O Ln
4 n u
O Oa C)
N fG \(j F
ti
Q- °u3LL
I M
\ I
0
3 ?
IL 9
LL.
4 K I?
O - _ ,=4111
1
0
- ----------------
N I
I
- - -- ----- SMp913
V
a
z
O O°ZOve
m°?
M ? od ?
,6?H

S47
M
N
66/
1`
n rlll
I1 I °
IIII IK
I II 1111
I 1 1 1
I
11 I 11
I?11 1 11 I
1?\I
1
J
pI .1 \
\II I 1
rl
I
I
I
I
i
L
Q O O O
0 ? 0
U
C U
C) N
cl-
C)
O Q O
la -
W
II JAS
1 w
?I
Cli
W
W N 0
??so
0 ;j %f \
R1 `/
O 0~ ' ~Y `Z,\
a. I \ Y
M
v t ?-
d a
m
ZdN
CDLL
OLG-4?W
O ?u3LL
- o0
LL
o
3

1 ? -x
1 _-
2
1
\11?!?1 U
I \Iki1 11
--
1 SOIL
;?I 1111 11
1\\I 1 11
1
N
1 1
1 I J
111 11 I
I 11 1 ?
I II II I n:r-u„
I 1
I -L- STA.43+00
MATCH LINE
4sd'L01\
D- =
_-L W MUm
J O ?
u, J
H "to, y
w W m. w
x
Z ? J z° ?;, w
M F_
m
- ?a
- / J? O
I N
O
-R-tw-
N

o
i o Ian
U e" . ;, n T
7
d..... ' 1; OLLOO\ ?N/ 71b A C n
'(doi
?=oP ???NO '' y iY u z a
W Ln ............. ,... la q7 4.2 TI -b
gw rc O GL
U 10 Z ...,, ...--._. N80•29'25'W M
u •F?P • ,........., '{O°: .-._._- '?• g J I$ r l II i t ?? 12 .I O U
LL?QW:,_p?,J 386.02FT- It
l 'li C?? • O I 0
G 9 J Z_ !-
G 3i9Ub ^zkj ze W3 / tT,, / I/dlr. y ,ma nn pn ('05
y
I ?a
i' rbr"v ._. Z
Y
° I
°•"• ................. _...- rn of l r=r Fn "" rr U
00 2
N
p J
°w p 'P-ssr
10
° O O , / h ti _ 7g• Bfi r"\ ,,80.9
Q 8 aa° CL Q_ Q_
to CIQ
09
J ?. In 1 / ? r'r m??o' N ?., D o p
?s ° I I IML, m $? wj ??IIi /l? I/
In
/ w JO
I I'
CL
N72°0T24°W 2a0.48FT ?TL: S S? S?\ I ul ?q` ?? `ate i"V, Tro
F O ...__ la'/i 2q .t ra gar ?M.O lF P / O V ;7 ?G? I _._.. - I-? O:I
N reL- L y"-ped
sad
.. z _. .. IIl ;
e
37
mql
O
v
?'v?ia3n
u?
a?..
ss
- - -
o i taarwaa- Zp Z wg
L.IC a
,•'- -.-- _ °? ._. R{ ? ' r` ? ?+,135 '- -? c. C33
m
c3z
?, U W
A I a
P" + mP -
W
J
Lli LL
r I
tV o yN77r 3T24'W
3 I M ??
0
CONC & GRAVE 'I a - O
DRIVE t r
c .. JAN, m I %' i i Uy M ,r^ T
I
I
a
r- Cp N ?n`r ?5:
- ??N'_ C.i^ r"?0;, a ? ._ 5a? ,6 110
0
V1 Cl
n ? ? >om ' $ N ¢ i Rio ? ?- ? /, "C.. 58 55FT
y _ Cn Ig W I ?? I 'I 2 ? 2 ? v `\
a ,
.I
N ? `\ I ?$ •-? ? i ':? lbf? U ? t' m J ? ^E. ? . ?. `8'I??Y9
a j'i I laroc?
904 KT-.
3.
a
_j :4
JP I ` ^ ^ N`N ?O
I{ay. z o d d
J'1' OL IWe O CJ W OC q I t N
SO
n
¢8.52 6I' '1 Ir• ? I .2 o, .:?f?-
N 3\0-98 I++ LL_ I O y W J >'- 'fit' COD' ?O'' 9S\
17
I ? za?ti
u :LL Wm I ei u
Z [y N uzm
?...f? O12 ? O.?N IV?\ I r•Q ix
`5V mp` \ `? ?nrn \`?? +4 I „? I I`. Neb I? ? R C Q'
wrm r$
li a 3 O^ Q I I g I I*n 3 v .,0 O .-.` ()3.4
N°' \` I I - II ", I?` ? N? WON •' ? n.0 ? O?
` ? ? D N8a• s ? + I •o Via' _ _ `n N' a + 'v- b °4 0 °? ? ?
E N
co I E
_ N ?
?
N
F? o
Y O
'- -- ' P m?Tlti ? v
.... _
J P
as AaO .' oe ' - r QIII > .. ASEMENT
3d 'fit m? ? `W ? z LL?
if1 *Il' 2 2 o I °.. m PO Q X66 4? L" ?°O •?i
Nib tnQ i I ° l ?? FXpX°-?" N^ ll ??t gm„SSOZ mF A of
O to ? r r. I 'z I l ? H
t-m I I O g ?? ? ??n
00
a
Nao°?y'22•W W ?"
wm,- ue c ?..:.._ Sl.40F`T ?v ?I I Q• I °? ., ??, a4. Am"o
m I W I ,I .. y°Soua m?io------
a-
oo ;
m o O
m
'g ?o ICI oW „s ?$ ko?
'co000
`? NN ?I I maN ? rv ?V I ~I ..III ? j ?? P• t- u ? f LL°? ?
I II
ZW
: W? I I I ° ° rn A"J p $ ?
wn ,?? ? r.i "'III 1. II l(? So 5 .joo S ?.oo'
u i i z nl M d4 ° m?o?A?s° `moo AmZR
_ a a mz'I ? ? ? >'. II{ I I a N + r?°' ooe? rc? oo°rc
W ? _ a0 t*??I? Gmv.N •
3 V I - I
U y I p h 5 I^ I _ I
W I-' V I P `Nv I c??o
m1q_ Q _ 1' I' ttp I
LC,
z LL, IN
10
rn b \ I I[l / II `
} Gas inv 7+P, hVEL 1 p3 I t I^
_i 4a? CC 1 I? I M
-'I I I I M
zao Nfl`j?-_ \1 •?PI i- cep,/.
II 5 ' ? I
JN ... ep I I, I
lL ? I
00+1ZV1S -7- 3N17 1401VH
66/GI/B

z A5
51
F E \ / A
old
Q
a 0 ~
01 U
Z `n \ i\\\I Q' PoN W p" 0 z
p ?W•m?pa'P?•'•.... ..???5 ??.yo???? \ \ \', PN?m a I"y ' Z
W r i: a: a N +2 1' / N? oR \\ Y l a r\ n? (/) hr?•Ji K
G ?oW":yam tiN`Q•' /,'" o'a5 ?\ \ W I+n * 449?2J '?i -7 c LL
O N X U
OR 0
e
m 92' 59 55'W (0
3 5
°°° mM N?a \\\o? 1
?\ lu
?g WOOa \ /?/ N4'PW 1 '
O
dti 6D ... ,1 `1 O o
Z 29 °°m + 1?\ 1 a, X 449,6 o
h
Zzsc 039fS' _ z 111,1 Ig, ?J -' 'cl? N32, 5q?36/''•
F g - I 2\ "a2 j,{ ,1 1 1 1 b\ N 0 ?? W p5 53Fj
8 ?
0 1 a 1" 3
I _
N gp2?gF Ys' _-
N pp
l `,m O >J r ., " >RW i 1 Ilo To+Mi aZ?¢
W? m v Q d24 ?? 1? o` iZ28Ft p
Z- ~ r, - 1 _? II IZ 1 N z
4. 1 0
?'zoa 1"AmC?>p 3p 5F "ii } +!i 1 ,I1 ~ O' N \05 1
'/ i1e ae '" •?3 ° .' ?2. ""? a I $ IUj 1 11 1 \; ? m I ?
1 1
_-?? ? 1 .600. U Q ? I I cD In 1 P - \ 11I I I 1 0. •0 ? Y '`
,:' ON dzm ;mm ,.- Q.(L-.?a - v°i? 1' Ix $q 1 ? * _ 3 r 1., ? O
.. , Wq0 Iam i It-Z0 /? J ? ?? N ZN 1 I N Aly+ < ? •? M ` `
LLJ
,
,
=?T I V? I P-? QZI 1 R •; m.na N N Q / I \ O
??
• ,' wQm , , I ?. O\ J
C'j
I
u
S80' 2.2'b
N Z 1001 `V
L
_. .?a,o .1n ?z V IP^ M Lci
`..._23 4 m? I LLo .6?m I ?'N rnQ cc W
:
e I
430 w I `!K • Q II II II II II
a '
i
v
..... '- ? ' it
S ?.0 ..
YV - ? 4
583 51'5'W
-
... - O ?? m l+, _ m W e?
235.74FT .. y,
510
I
'I
, Y 4
•\ CCCCC ?(]
CDM Nod `?``.
c
m? ? 1 U22
C.
OLo ?II O N i¢? <"mlm •?' .?` `.
N?.
1 ?? N
Ax - ?o ?
LLwo\
N
1
?Y
.
a 8?3 ? so $
?o F =?
11
?y

aobaua
1
t I
Leda
S u >i

Vge R
a
4 V ??
J
<
?
yy
J'L[$?4 I Y
Y§34qy
jAoB gL'LS
mob-o8'a ?
e _ oa' °a??

0I O

`•eilduc ddaM
3 I u ° (n'll II II `Il
r' f N 583323FT• II
?"P? I IId U I I \ •ti u^'f 2? ??m
\ o ,•' ul ?? II'I. ?i i Ism O .* "?1On' y°
.(\1 ?Ov rt$??,IQI ?9W..I ??I I I-/? O 0411 Q JI?cI
14.61FT
_._ h?r1?R I;I I _ N 142:88FT 4 r,
for a .... '
0S891408'E 5749FT
-P w 1?i$ • ?i b• ,,' ? ?: \'.,. M ? Ul P W I / ' I M ? JIm ' . _. _ NN
m N
o rc_ N89'12'0' PI z<
• ., Ml
,
T?
jv?
II
o to m _. O III 5F I; Q)
C\j Q
,,' -, F\ O P U I I Q
Cdr bo a
W
6 u l3 zo°? II II II II :II
II
S 4 23 453• E '.
.0 i c II ? N62 O,L?9F ? <(
i
Q :I I I x z o ?-
a? N to zg°
N10M
, ? i, /, r -, I,m F ,, _ _. _...... .(? +O?9 1?•L II I /;y:l I? I ? ,'?? O r-m
6 .P -E2
' ,! ,; la 1 I I v
Q) t
'
-'\°° I OR I I A\
ZrQH
° 66rr `a' 3 '.vim
cm v)
L40 - R/W
?585/500 E B0? / P 1680 \ b? ?Bp uQ°. ,
'N85'43'17•W O p?0?1; $ti/ /'- ?a O S88' 6'45'E JN b?. Wma
44 ?= V?.?.•Q // W 12 .44FT sd a \?1bi\
iimo I O VVIn RA'E , / ?QN
I ?UOa ?ti' i + Z 4
c! Z?
I zgUqom _ ?$ $? W S / ?/ / = om
UUaO / ' O G tj m ?
of Ig /?// /uQ'QV '9? sa° ' O
J ?. //, / a s I V)
458 7 0 om? ?O o0 J
/ 4 na O 6 I
x aoln r1) O I M d''.OM1NM
0a o f zzm
J'?Li? y w? w°? v o N cr II
J!b ?W e I II II II II II ??
O' /
i.scm `960 ~Ct'??" '
3o I 1
66/L1/B q.d•90Pea\u6p\0b010£\5ON
w
a o
1u f? =w: orr?+p' tom,: _..,.....__- -., ., r? 01
y a
w':?'YOd2?' O N/7
O wNa I I I W. - [C W
Z ou ?, I I ?£ s 0. a d a O GL
i Z • ................... ••. uoLL; P? \ I '?£' ' N89. 06' a QI Z a w
IO ,.'\?p,';..... ?•• \Om e'f b'?W Z 354.5 3 E C O U
w °Z j a?°o?' Ri 1 / 111 rr?w \\ Z F
<'U: Nan :2: 2m 2 \ ry'I ?C ` _J J 8: 8:
v `o w' dobd..... ee r a ?1 I j , ° ?48 960 ?" Z LL z
•...'.... 'f It / 3?1 m I$ LLON U O [?
I'? / P' I \f ?N JQ Q4\ . m W
?' I 2? I +., Doti 0:
?? ,'' ADO i .; .' I I r NI` v+Mi? ,pzm
,
?? ao g? 9?t I ;? 1?£ $ •n g6o.3 ???
l,'i 1 °I
O? 'P a? a
$ _
I Z
0 Z ' ' / 2/ %0$,39' / I \ PI / / 20 06'9PE ,:
1. J - QAO 0 39Fj W ` / SL I 9.2gFT ` y z
FFV ' IdV ,?l.{?y ?? z? ??
O QA1 /0 IFIZ I =MN' a7
?° $ Io ,2 - ae a
N zwuirv ,???c 131 n i yy(p?C ' uoa $o T ?8 Wg 'y'8
?..
Q?Q wa° 1 O•-dl 'I?-In z????' A5 boo` ?o I-ag Zid
c 33 3/ .'' ? 1 ?, ? ml . _. .._ __ ._,.___ - 06 ?m ??oAa??? 0.d ? ?
a° ! a 2 ?? "?s? OV rig
a -- v? m 1 r?.__ - L
+ g"¢
N
a , Q I I I ? O_ a ? p. ?g m??g O
W
+2001 ?? ' Jlj JQ ] / , / A ..ZaNm q .. .. ..? i, ?.mr
i' EP 7l•22F,T ,a :` ? I i ' ,ur ._ ©._-Or ?m0 .. ..._- I? z - .-. ? ??5? ??
' Z,W t`I ,i (n -crm"'? o ? < g noz
?' ' I >ir.. ua, 3 4.?m?>>
/') _ ?? rE/P J 9 I ?. OJ3JZp mid °•` / IYl°Utl°a?? C)
I
,'r/, PE?t 1844384SEMEN7 E 3g=? 21 04Fj ?(J V I, E N I" 'ZS ,/ J.. rN?? ~C ? =w°? io\ .... m ?ep ?? W ?
3 I Ir 2L A? °'r.+? Yao z'$.°nm_ y SF Lu
f v?l b ??? "_-.co i?
i .' G? O ,' , J I•? O ,^u.do g Z
, Q
' / Vf '? I T I ? ? ? YYO OSUa?
' ?,.' i \;O\ *v, OOH.; W II,SI ? - -W? ? ~a-° ?f: ms? + !
I2 oe ? ? =?uii+'tli Ol C $ / I .. .._ ? T ?o'80p` 4
' E \- ?. O JF? , i(1 h ' I ? ? k8?, ... 00,= ? ? ? 2 ... .. .... '.??A 33-,i
.' • '? O ? i P u> >
If ,
,•'! ? Zm I I m .,.. ? ?,. JM•..? '?? ENO"8 522
I:
v-O ,..., _° Ali W? '? ??oo - ?? ?tlma--
I /
,. ? 93'22•W ? •. $T. • ? ? I - ,,,3?a ?l' SZg? I. ??, "? o3?E
?? ?N 300.OOFT '??v$ Q'?4;_c ... \ 2,OO,sBS"'„ Od [g26 g 8"'?'
_ 4
?' 01 v ?N ` ;+ J `R ,SL' +' r ,I (?', Bpd \?3\ V3\ aid ?° 3i
p'??CO io°n II h A? r I ++I` /I 1 9 .• d? ?hebo?e?~.
(n II II II II II amo I? I `? p 9d 30d
•
Ih ?QO h? I-, z?Ro- p ' R M R a Il o ' l'I` / to I? Jw. 6g *? Go ?? a o
M =p •f mN I Y I ? o?C V•=.O 9I.
? Qom; II ? ??
o 0 7 o X ,y
.-6 ? omM W III I ? - Q r,z '. X? o _ ? w. _,._ _..,,
moo; I r Zm h -,?._ ] _I?_
Q '- S87.3U J v Pm.?QI rl ,?,? Ob I QO 1/? ??- I?j? -?? .. .J?O _ "
??7 m 2WWU ? 7Q "1 ?? N
P ? 0) ? 6? C 3? 63FT III ?I ? c 03 O _ - _
?? I f 1 -+
v O a l +? . ??
+ co
?ca4oo --- II I?I I O. o O Z9^ ?'
p00 V'NP"1 - - s z I I{I - ', d , $ U WoQ+y ?"? ,?'•.
?`,1j II II II ti uwu' rc O + 'i N ?• zw?v O
` aoa ,? (`t `L. I ao
m
,,m? M, - ,i ,' ,. ;,III ? I`? ? ? `O . ? ?? ? „!'? - __ - -
,? ?'. 'S4'36'E - ,.M I -
?nz,°-tp?2 s I I 368. T -.. .. ._ .. V' LL ,?
f? ^$ , n I I i DaeHie, 03o s
'? _ I j?P W 0C mmffm M.m .O O:- ??
\. I r W
S73 00'54'M I ` _ O -- J S b r,
' I 3qa ?' 1?U3rL °?tl3
3 3? 252.16FT ...._.... - ti;w t3 BI O _ _ _. -
* COQ. _.. $ 41? `i' \ 11
_, _., ___
??oI?M? ?ci '?o;_ °?ti I 1 dam 1 Zo o5 '.
O??} CO z4QN m°4*? \ i \ `r Wd Smsozi
i b
?'yl,..ll II II II II II....- ,'"-.o-_° gJ$ FI J N72.54'36E a o
??.QO ?? GJ? ...__ o,,... 49?T+ln
54.93FT
^- z _` 3
.., _ 568'23' 13 / I 1
??44FT I -?
..._..262. Q 1 LL NC ?Q: S ?,
<N?p IoW -O''" W \''. Oi¢iOI\ om w•0?3#
_-«? v ?, _
? ? *cl y' i O' ? 0 4 ,
°ZO v -j z `-°I --- 3 a ?? -
;' 9?,' ' oue_
??77
"EO, a 570',29'53 W N O < m? .$
?,_? N N72, 54'36 E 3
+OFU N Rib'^.,.'
0(? M'O-I to n _
'•I 246.37FT mN i •n tu` -mac 338.36FT,
oA°
N ?? O sm°a f'I $ W 1 i 1 NWa$ c0? J °? ?° X12
_ K?T?Iy??, N z< o _ N - ' $ 1 \ ?I 7,vM V) ,., Z 1-6, w ° &sa
?' V vl")\ ?mm - N-I P \i iD '1 2 _ WNO. ` W wm+ W
,?O R1 °om .4 p Y a97m ' z cn l 'f' po '?` ? '?'v
i„ II II 'll II II II II ` °1 m a- ?? y°•8
\ 1 I 1 1. O ?r -\ SoK
70' 2 53F I \ ??,,????
C
"1 Zy?jrO W ??? ?o ?S^
QO.Iti..? ° tim
-? ?257.53FT: ? ? "? ? a
??? oo COm OA>>3>>s?>>_.
. T?T $IL * ll ? ?I •Z L 'a? S2Q m gNOU'm?222
`"i O ?Rl 4 k - a + `
+ Vtp alp ? 5 .' i I E I $ ?, p??
r, oh I \ \,. 1 1 ?? v N72•',54'36'E ?a
?[?{7 m^n. !1-` J$ `?I; •• \ 11 \ 1 I 321.SOFT y ,°
°o? O uyi ?1 1\ 1 C 0.' RICH I-OF-W Y ?: z I a
"o\ ,? I v \ ? '?P ?BbMj984 / PG. 34 i
3aQ°; q \ 'J /?, I $ 952./
" Jai. .j I 99 voi1 \' F13 52
I 1 11 W M lr "
,S72 M'S '? -', V 1, 1 r?'? ma f ;
537 FT um? r.?J I N gem .
oa ?O?j i? I ?- iz .
<? \ a$ N I M a I: ??so
?o? " ;, STA,43+00
MATCH LINE "L
,'Z
I
66/LI/8 4.d•LoP.,I\.6p\04010£\SON,?gJ 'F
6007./ 0/b0
A

S
VICINITY
MAPS
TOWN OF CARY
CARY 01 - 015
EVANS ROAD (SR 1653)
WIDENING
EET 1
NVLI J-US 1IYYdjdWJU\UYUIUI \SUNFVUJ\'I"
£0 / 40 / 60 S .40 £ LRSHS
dVW HJUS
970-TO U.33fOUd AUVO
oximsaim C"T ?IS) avow SNYAR y
A'IVO 3O NALOX O
L31 ; w
o ;h
v 2s
0 0
C
(31
0
W
3s CA
y
r
cAG 40
N"
0
t? y
pox
50 r
a
?y
?e y
Z
55
t>., w o
60
EB WN
CV ON
? O
?? 1
_ 0
N to
01
Z w w z
l • ,
y /
M y W O
_ Z l 6 ivl ¢ m i ?.: 5'( P•? O 0 N (V N
0 E
.n a2 -U' : U ;N W aO V: _: iL - ' /?'/ t• N N N N ^I L F tt0-
w';y .o : `2Q3 GH SINE .. (n a
_ N
N lr (Y N
\ \\ a a LL LL a a z
IL Z m? \\ ?? \I \\" co m m m Qr yl a 0 0 O w
i o z \ o \\ \. \ m w w U z a (y
co 00
G 3Z's „+ v1N 'Q C)a ,,1, (? wwcai ap p ¢ ¢ U,j tt K
44c J CL a_
C LL z O
a
,y x a a
1 \\?\ \ \\ \ I o 0 °
/ \ a W
01
ffi \ \ ??, \ <<<<'< m co
u C54 < _? le• \ \ \ \\ < < t
p ? .N M <<<<< a
N9
o ? 1
F g ? Z \I ??V \ ¢2 I [/1
r 3 }?? - z
\\ 1\ tee! o
a
1 \\\ 1 a
I -,
f
' 11
v KK ,
i _
- ' Yom' I
1 _ .
Cc? z
Zm: <° 1 11 Z I / xlg
o°`„?oa I 1 _II I 4 ? ?s lx
Z1e c,u3E;>? 1 II o, I ?Q a
,
`---? N za - 1? II I I II M / /
m I; I
, ?? N I J
z ze ? ? ? -_
,
Z
r
i I
i I
I u
,
1
i
1
_......... ..... ..- oNII JK
' 430 I :
I
.. .. \ ,,. ' ' ,. \ .. .. i I 5 2
/ r
O
y-
430
-
i
cos
cs
I i I . .
0
LL
I ? III' M tp ? qqO
W Ilk I \
' I ed I I I O ov?.VZ,1 ?
4r M? I I N W
,
,
/ III I N I M ?WWU??
\? \ O ?. ,,- III, I Z'? I Z >
I '! I
s ? W I
I
O
I
fI
F / - F J
LL
N II
,? ..? I I I X
,
: ,, ,, I I I I, J
3
2
?I
' II 16 e,
KI I
\ , ...\F O . GRgNV F = I
. 1
NC GRID • \ - I I w
NAD 83'
h? \ I ml?I Ip I is ??\'
p t _\ -- I ?i I yJ i i (n ?C
c C,
P\ 2 '2? I ® II r. l' J i
%
Sf q6O II i 45'
Ilo I II ? ? _..
II I ??
I 1 UI I ? ??
1 I ?I I ,
I
yl lII! I 1 M
,
?4?2?yZW . i i ! l I II ?5 tJ• ? ? ? _ P
,
e44A / •. 1 I ? l: !:I! I I 1 1 ? /m N P 4
I I
OR E? I I 9a / q\
464.2
,
/ AS
Cj-
458 7.
X 462.7
00%?? X
yJ1lr? o _ . / .
460
66/LI/8 ysd•90glwaad?u6p?0b0I0E\S?NI'?07\??
b0 Z/ 0/b0
gyp,:... ???
.
Z
Iz
CO
? w For;' N
T H,--S Ali 4

LU
m•
?m[
??LL v
? Ze -

Y. ?Z•¢p a? Y• / ANC. \ \ \ \vo
3i'syNgi vWN e-'Qi / ?? (\\ \\ \ \w
U p W **' i 6...... 0e••' \ \\ \ \
?....'.... 1 \\ \? 1
1 \
00
$ \ \
N cs4 m Is' \ \
m
29
2 ® °v a 11 \ \1
cIN Z - z 111 ` 1 ?-
s
G.
c r?
LC
it ?t ? O
N
\f
NC GRID
NAD 83
Fcl
\\f \
5-C,
I
$7-41
1 /
ON?TN
ORNE
O
C\j
PI)
J
O
II ifl .
olil ? ,
III
III
III
Ijlr? I
III I
?II. I
fll I
I I
I I
111 I
III I
l ?.
I
I II i
T II I
I 11
II=
19.
III
J& I/

(yIr?=P ?
I
I 1
I
I
I
I
I
I
I
I
I
w
z
0
N
N
U
Q
w
J
m
Q
0
O
J
Q
N
w
z
0
N
to
U
a
CL
w
J
co
Q
O
J
a
\ <<<<<
<<<4
<<<<<
I /

I Q,?
16
rr i
w
NI I I
I
oI I I
I
11
N II
U I I I
? II
II
11
II
LLJ w o in
O E p E y w o
NN N- ?^ L F 0
? ? ? ? A C N a
W v W
LL +, LL `} u -
LL L, LL 4 mm mm a °' a & O ?.
cr)
z Q,
oz a R, O
z
a? Z Ir
rZ
a- a_
y C LL Z O
u_
N Q
O
CO W
N K
N N
m co
G

N
O /
=W 56?r
o
C51 /??
®???/ C5/A 4N
5 C48
`a
?
1W<
U? I
--------------
I II o
1
III ?
II
III Q-
I
J
® I'i i I
II';IK
II a'
11
III1 r
I ? W
11
/
111 ? _Q
I''' ? O \ mN JQlA. A
I, I NN Q
II
Zw
W 1\ ? / \
I 1
I Sa ?/ ? / / ?A\
I J ?
m I / /
L43
? --? Cq3 \
Ili L40 \
E V
0#
P? l l
/
m /
/
0o R?? //
?Cb?y
66/LI/8
4.d'901
cb
W? a8
.Wa e z m
Uz Wz
zg a8
5T P. A5+00
\\ cr I1
1 z1?1` \ 1
1 ?, 111 1 1, '{
1 1 IM I
1 ?' 1111 1°
eMe v+i LI 11 l;
E?eo?s III II°
? / 1 I I ? 1'
1 II
1 I I ? 11
1 II 1
n 1 II
I m ? 11. I Iml 1?
m
z Z9 •?
OP,
O l
m ti
m ?
mti I
I
_ I I
I?I
i
\\i
LL. k
N

0
N to
N -
w w w
f•l1 , -
N o€"'•y, Ofyy
a •y1S _7 N N N NN ~ L F r
r ?? C N cD ? a ?+
b
I ,
•.ypN d......•'• :o In N N
I I lb'fN
? N
C
w w
.. , i 1 95 5 U LLL 4->
L L \ Q z
r
n
p % I - a- W J J
I ,I r o
I ?' r - a o GL
Z?z % ," 1, III I ;/ '? W w Z
J m M ZN Qi Z Q ry
I? I I : I Q Q o C
•. 6, a
w w
oZ?;Y= 1 1 1' , a a Ny
o 3Z y 6d?N Q; 11 IN'1? I CD C)
a C o
'760 _j _j LL
a
6 P' I I ? r fy m W
in J
00-
>
I =' I <<<<<
g a? I I ?a q C <<<<s co co
o c Pao I'"' I 9s5 I `
` o o a
j
2 ® v A3 i
DIN SLI
CL m' / o z
z
F
I;I ?o ., p8
-
N I31 a / 'i a$
Cl.
NO ARID O' f }a y;l A _ A5Wa e Z g
NAD 63 / al d 1 I _ p q '"
I AS V g .a z
8 WS
vI I I
l
`ORE u
III ? ? _.
y ;
I
,
?r
rl U r
, r
s? aoo
--
r
- r
::' H ? G17N . ? ? I a ' -
N I ?s9 s
rcy) to
?N
!Rz- III ?°. ,,!$ - _
' III al
"f4 !
I O O O
?? ?II.?I III 11 O V U' "? Y
y? I!II CL.
I I I I, to ''? M _'
I .
III 1 ?i.
Q
Q' I i'I H?_
- _ y 181 1 ? r I? .`Ql :ICU
,
, rI
m
I` .
1A
I I 1 ? IR
- - -
Oa??l?/ I I? 1 11 1 440
5
1 11 11
• 1?, 1
as
V, w
,? - .. .
a In
r r i
N O
......_.._. F-ICOW ZX ? Cm W ...__
'0??J \\, - ?....
, 11
..„ ,: /? Q LL ,N o W
{ 1 1? 11 Z oQ= x x
00
W 59 -QRNE
c ?;1 1-a
o ``, ?1 i? 1 1 I ` -rti
?`? ?• • 1 ???? ? 111 •? ??, ? •'' '?, _,.
90 I ?I;11
/ ?G? ?? II
1 Nt', I I II. I 0 '
N.
? I 1 1 I 1 ,
MAtCH LINE -L' STA 43+00
ysd•LO, 1i.,ad\u5p\OVO

w•
Ze
?
a
,? _
w m
`
s.
<<:in

Z O pvp.?.. ?8, V?
T. WN E
U p W ? bdN... e. 4
O
? O
sEm
o19
o? z
J
6.
0
O
N O
NA?Cea
Q \?
` CONC?
ORNE
O LL
d'
0
mxc.
MO RNE
' 1 M
NN
?N
m
_ z-U
2WwU
" ! m ` W
`1 . O
N 11J W O tn 01
MI
zr z? m
OOtbSy a o N N N E
1S __ t z
I 3N/7 yOlyAY V? U) 0 Q cfl ? N N ?r
U U LL 41 41
it II ' ? _ _ _ < < LL L, LL ¢ J
mm mm a? or
O
1 II I I I J m a a° x
11 I^I 1 I I?' ? ? ? ? ? ? ? rc
1 ?? 1 1 I o CD to) to Q
/ o
I _I _j o O
J J 4 Z
I MI I << .? N a
z <<< N N
I I ?` <<<<< m co
I I I I'' i ? o ? °.
mz z
I ze ?z
I ICI ? ?' ? ,a? a,7
?Z
a ae zd
I b l lI ' -
I I I I ` of jz
> I a 'I' I' N Zg a8
? a
?I I I `r +
?I / I I ? V `
Ze:
I ( O R-(!. of ' I 'n "mm.
O
I I ~
CL- °V3u I?
m I I
16
IIjP I u
J I
\ ?c
II II I I / ?/ x8( ? ( 3\ W
I I ? ? i 4S( ? J?-?
I
I' )l UL
II_f I I / !? 9s \
X11
111
Lill
I11
I II
I ?I
I I?
I
II
III
Q
as a I
0
-----------------
? I
_ I
sh\O
Z ?w m
O o ? G ?
•ov3?
•' I
O

GJ7

N
66/LI/8
J
YYY ? m99//6
M m r
1 ti CID
I O O 0 ? ? ? ? S r
ILL- o V ? U ? a a
I ? ^
0
I G W)
CL O O t ?e-
? I I ? a V
N m
\ I zf:
Om•pF
1,1 D mJC[F
\? I O r:V3LL
1 J??
1 w
w ?
?I
N . - Qo
JX O ? ? LL
u I_ ? o
f,r? --Int m o?
1
?11?I.,11111?IIII
" 11
1
??11111? _
rl 111 111
1 ?
LL_11 1111111 11111 J ?"
I ?I 11 \
Ij ?/ 1 Ioll ?1 11
1 1 1
? 1 I11 ?
I 1 1
1 ?, I 1 II II I '?-?,?
1 1
LINE -L- STA•43+00
MATCH
W f' m
LL u
z F a«?
w LLJ 6]?
pJZ ? h X
M ?V
I'(1 °
a
00
ID,
?RTY?' J? O I
1 N
O
--I?wv-
q.d•Loq,
1I
Illw
I11
'I 1 1 11111
III
1
11 1 1 ?'
Iml 1 1
U11 1 I1 1/"
1 1
1
111 1 1
1\1 1 ?Il 1
LL_\ 111
- 1\ 11(
N

w

c Z
2
LL 0 - - p

o
U m ..
M
L
F
W
L
N
'
O
u)
O W
?
Z
_
U

a
O Q
0
U
U
Z

W

w N- o

o 0
N

co
OD (D
co

00

IT rn

C/) w
LL
c

WW
W (L

f- N
Z Z
Ov
w C
LL w

Z) Q

m
a
W ...,
W ?
? N

J
F N 0
O
O?
H
W
J
O
Q N
W rv O

H Z ?
0-

Z ?
N

J r 00 O
Q Q ooo
) (D
V) It
C
c ~ ?
Q ?"? _N (O
N O
M
?
U W
J
m
j N

W ?

oo Lq

; t0
ai
d
>
z v
v ,
co
0

? Q ? o M
u M

U
W c> )
Q N
a N

5
G W F
J U
nQ X X
W .
a?
LL W
CL

H O
m Q ?
U

U
Z 0 C. +
O ? o

m
J
J
W
N

~
U

K
H
(A

O J
z
Q
W ic,
F- O
°o
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: The Town of Cary - Tim Bailees
Mailing Address: Town of Cary
P.O. Box 8005
Cary, NC 27512
Telephone Number: 919-469-4030 Fax Number: 919-460-4935
E-mail Address: tim.baileyQtownofcary.org
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Tim Bailey, P.E.
Company Affiliation: Town of Cary Engineering Director
Mailing Address: Town of Cary
P.O. Box 8005
Cary, NC 27512
Telephone Number: 919-469-4030 Fax Number: 919-460-4935
E-mail Address: [e-mail]
Page 5 of 14
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Evans Road (SR 1653) Widening Project in Cart/
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):
4. Location
County: Wake Nearest Town: Cart/
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Raleigh take I-40 West to
North Harrison Avenue. Take North Harrison Avenue to North West Maynard Road. Take a
left onto North West Maynard Road and proceed to the intersection with Evans Road. This
project begins just north of the intersection of Evans/NW Maynard and continues northward
along Evans Road approximately 0.9 miles to just north of Rochelle Drive.
5. Site coordinates, if available (UTM or Lat/Long): N746494 E2060631
6. (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
7. Property size (acres): N/A NCDOT Right of Way
8. Nearest body of water (stream/river/sound/ocean/lake): Tributaries to Reedy Creek
9. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/naps/.)
Page 6of14
10. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Land use in the immediate project vicini is primarily
residential (Subdivisions and single family homes directly adjoining Evans Road). There is
also one (1) church and one (1) school along Evans Road within the project limits.
11. Describe the overall project in detail, including the type of equipment to be used: This
project begins just north of the intersection of Evans Road/NW Maynard Road and extends
northward along Evans Road approximately 0.9 miles to a point just north of the Rochelle
Drive. The types of equipment that are needed are backhoes and bulldozers.
12. Explain the purpose of the proposed work: The primary purpose of this project is to widen
the predominantly 3-lane section to a five-lane curb and gutter section to improve traffic
carr 'yin , capacity and to reduce the accident rate, primarily due to left turning movements.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies. of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
The following action is under revision - USACE Action ID 200320139, issued Feb. 26, 2002
stated "The proposed project does not impact jurisdictional waters or wetlands". The two
streams included in this application are jurisdictional, however, minimal impact calculations are
required for the proposed work. The proposed project will have less that 1/10 ac. or 150 ft. of
stream impact t each jurisdictional stream due to riprap installation. During our site visit (July 8,
2003) with the USACE and DWQ, the USACE representative, Andrea Wade, stated that the
proposed work required minimal impact calculations and that she would revise 200320139 to
accurately reflect the site conditions (Nationwide 14). That document will be forwarded as soon
as it is received.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Page 7 of 14
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Riprap fill will be placed where existing drainage discharge is directed into stream at Site 1 and
Site 2.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres) Located within
100-year Floodplain**
yes/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://w--,«v.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
Page 8 of 14
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 Outlet riprap 10 N/A 1 ft. I
2 Outlet riprap 10 N/A 1 ft. I

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres)
Name Wate)
(if applicable) Type of Waterbody
(lake and estuary,
bay, ocean, etc) sound,

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
Page 9 of 14
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The current outfall conditions at each site are inadequate. The original drainage swale has been
blocked and does not have adequate access to the outfalls through the adjoining properties. The
proposed construction will allow the drainage to pass through the adjoining properties to the
existing outfalls with minimal impact to the properties and the receiving streams.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
hLtp://h2o.enr.state.ne.us/newetlands/stnugide.html.
Page 10 of 14
1. Provide a brief description of the proposed mitigation plan. The description should
provide as much information as possible, including, but not limited to: site location
(attach directions and/or map, if offsite), affected stream and river basin, type and amount
(acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or
preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation
easement, etc.), and a description of the current site conditions and proposed method of
construction. Please attach a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the
NCWRP at [phone] to determine availability and to request written approval of
mitigation prior to submittal of a PCN. For additional information regarding the
application process for the NCWRP, check the NCWRP website at
http•//h2o enr state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check
the appropriate box on page three and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Page 1 I of 14
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the. required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 2845 3
2 1110 1.5
Total 3955
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
Page 12 of 14
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Site l(Outfall #7) Existing impervious area(roofs, drives, and Evans Rd w/ sidewalk 2.1 ac.
Proposed impervious area(existing impervious area plus addition Evans Rd w/ sidewalk 2.8 ac.
The total drainage area discharging from Evans Rd. is 5.6 ac(too large for treatment). The
difference in elevation between the grass swale and the stream is 13 ft. The best method to
discharge this drainage without eroding the buffer is to pipe from the grassed swale to the
stream. This method was discussed in the field with Steve Mitchell and agreed upon.
Calculations for the design are included with the application. No mitigation is being considered
because both Zone 1 and Zone 2 impacts are considered allowable.
Site 2 (Outfall #9) Existing impervious area(roofs, drives, and Evans Rd w/ sidewalk 1.10 ac.
Proposed impervious area(existing impervious area plus addition Evans Rd w/ sidewalk) 2.20 ac.
The total drainage area discharging from Evans Rd. is 4.4 ac. The design at Site 2 has been
designed to compensate for the proposed impervious area increase at this outfall as well as a
portion of the remainder of the protect. The 2.20 ac. of impervious area will be filtered in a
220 ft grass swale located perpendicular to Evans Rd. approximately Sta. 50+00. The Swale
will consist of 2 parallel swales for a total of 440 LF of treatment. The difference in elevation
between the grass swale and the stream is 12 ft. The best method to discharge this drainage
without eroding the buffer is to pipe from the grassed Swale to the stream. This method was
discussed in the field with Steve Mitchell and agreed upon. Calculations for the design ar
included with the application. No mitigation is being considered because both Zone 1 and Zone
2 impacts are considered allowable. The remaining 0.60 ac. of treatment will take place at
Outfall #4 with a 65 LF grass swale. The swale will consist of 2 parallel swales for a total of
130 LF of treatment.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Page 13 of 14
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility n„tcide of the applicant's control).
N/b

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 14 of 14

=
x
= v
= v
O
=
z
x o o v

m
m m m m m ti
-? m m m D
o CCl)
) z m
Om I
V J Q V G V RI V V J

0

O M-
N -

O

O

0

O
T
z
O
-1
ftl
O
z
o;
D
c v
? ? C (31
' j +
Z c
' j t c C TI
'T CD (.?I
C)
? ++ v
c
++ c
-
t m o
O m
-i Cl) Cl)
?
? >
'C N
Do D° 0 D D ;
D
0 D° n
D W
C . O
o
r o
r
r CD o o
r >
D
n > > o
D C)
M L7 m OC r

?m
;o
M
X D
0
m
= -1
D 0
0
0 0)
y
:3
c
vmi m
0 -1
O m
m r
m
°0'
FA
m
M
D
Z m m O
0 0 07 0 0 0 M -?
D p r Z U)
O
Z ? D
7
A o =r
X X A ;Q :u O 0 z v ? ID
-
CL
a
o n
-?I 00 O cNo 4 w
0 D

w
n
ca
D
w
D
C3
D
ca
D
C3
n
C3
D m
0 c
-0
-A G7

m m
Ila
(n Cl) o N (n U) U) --1 O m 'U w -\
m m m m m m m m p 0 m
c)
,
0 0 CO z > m CO W?
Ti
o,
D
G7 0 0 0 0 0 O O O C) D (7 ? N pn-? (o o v r
ri
U U U)) D m m
-(n

w W
`+

N N -+ A A A D C Z W r
O O O O O O O Cl)
C7
p
p
f
m
0 0 0 0 0
(° 0 o m
D Z y
G7 c
w w rn w z -
1 D v z O
m

v
m
m U)
?
(
w w A w w w p m
? ? m
0 0 0 0 0 0 0 ? ?
= ?
O r
p ; r-
0
0 0
0 0
° 0
° 0
° 0
C) o
C) D L7 p
(a (a (
o (
o o
(D °o
(o °o
(o {
" m
D m
cn b

0
0
0
0
0
0
0 r U
w Cn
m
0 0 0 0 o o Cl)
PO O
z
--i D
N N N W (P W N m
p -n (n

-P
00) (Aii w ° 00) 00) -rl x D

W U) (n J (D V V "'?
N N -4 00 w O
03 V co a) (.7 Z
Cn
O
A O O O O
b O
N O
A
r
Z7
U, A W
a) D.
N )
W A
U, O mm .

O A O N N V n
p
N co W (o
(n A
o A
n A D N
m
T A
ca O
-P. N N V v' 3. O
O O Q) ?A
D
U) O co O O O O
N x
m
-
m
x
r
m (n
N -+ W A N N '' co C-) :r
Z

O (D
O V
W N
N O O
(D (o
A Q
S
(a n T
m
p p ffl
O

n?

d

tv p

w 0 O

O ?.

m

d

= m

m co co
o
o
En
N (1)
N U) o
N
y (1) o
(A
?
T? N En
(p En
N
io
>
-n
mI^)
O O O O O O n
O O
? N
V cn

m 0 D
0al 0cn 0 0cn 0cn

0 0cn 0 U, n z m
O

?

-?

n+
?
0

n +
-
O
--n+
--j 0+
- +
-n+
+

o
' °'

D :.
rC) r?° tmn r r0 r0 r0 r 7
0
r r r r r r r z
z
-n T m
v Cn U) o m 0 Cl)
r
m r
m
U) D
co D
co n
= cn
N L O

.i7
Z7
X
_r
r ?c
p CL)
m ;u O
o N
?7n

D Z70 m 0 m
0 w o
--? -
Cn Cn (n r r
D D -' 0 C) -°» '-
q -i m
v Cn Cn p
> >
z
0 z
0 W
'? -

0
n
0
-
0 m
z
0 m
z
p

'n m
M
Cl) m
J?

J
O C N C A O O O O-n N cr. CD @

C
n -0.0
0
m /

m m D D rTl
A
m
r r 0 s ??-t? v
m m D O Q)
?
CJ
Z

?

-I
1J ?
/?
p ww 2) 6
w V +

cn
0
o,
0
cn
0
cn
0
cn O
0 C.n
cr O
00
cn
co
5.0

"
w /
O m
r T
i
m

C) z G)
cn A
C) cn cn cn cn ? 2
z ?'
=r w
h o rn
CD CD CD to co -?
0

z
I
D r
I
p. p. p ?, m sv m
0
w
0 w
0 o
° is
° w
a) w
a) w
0 0 D
i C
o 0 0 0 C i
v
r
m

0 0 0 o 0

i 0

' 0

a 0

i

n 0 p
O
w w o n
O a)
w )
w n
o m m

? ?/?
m m c ?
= 00
N co a) _^^

O
O

P.
03

D

O
.4.

N

tD _

N

N

O

p m
K0
_?
U)
IN
cn O
O -n
O aa)
co O O O O 0
-n
Q N
cn
O
c
D
r
r
X
r
Cl)
J
J
co
D
i
m
Z C7
(D > o
A Y
O
Lij
00
U e Y Y Y Y Y Y Y Y
G: NI Q O O O O O O O 0
D N N 00 Y N N (D Y N N N N

W
m'
p p
w
F- -: W W W
1)) S Z Y U N (1) IT LO LO Dm) O N N co N . O
U co co (N CN co V
!. (n W
W> w 2
?; p U w
<
h- 'r
'N e4 co
V
1?
N
r co co
'V
r
<
N to
N
N to N N co 10 cD N
U N r M N ?-- N 'M N r r
U

LLl ".
S co co 0 m
w
co
h: N M (N N M CN

L M O CD l!') O M O
4 m CO (Y)
O O O O O O O O O O

t` N Cl) V O m N O t`
a CL (D OR M N O O (D (O r
C) '..
N
V
V
CN
V
(o
ui
V
v

V) C? (D C(7 N ('7 O O (D
qQ N O O O O O (N (N

u,
C O O O O O O O O O O
O:
z: O O • O O O O O O

1 O O

S'
-
17 (D
N
17 (D
• CD
N 0
O 0
O 0
O 0
00
O
O
O
O
0 0 0 0 0 0 0 0 0 0
O
, O O O o O O O O O
Y cl) Cl) m C7 M (7 cli C15 C7 M
Q

tr) lD N N 0 r- ( O
z tV N N
CD N co
N .^
- V
(D (n (
D
W W

0 O O 0 O O O F. I O 0 O O
'^ U

cov O o 0 0 0 0 0 0 0 0
O M m (h M CN N ?-

N

II II U
0 co II

U w W W W W W W W W W W
J a a a V) V) a c a
m
a m m m m m m co m m m
V L? rL

a?
} U
a I- F-' d I- H F-' a F- f- - N N Cf .
N
N
-. Q
I
(
ol
z U) J
U)
?
LL
J
LL
J

w
LL
J
-

11
f _ _ _
w o =
U
Z
S2 J
lt? O
N O
N O
N O
Lr) O
N O
if) (f)
O (f)
(O Co
W (f)
W
Q j --; N N

LLI ?
a
?
?
O
Q n
o
m
m
m

C
U :a
U F-
? ?
W F-
J F-
J F-
J ?
W F-
J F-
J F-
J F-
J ?
W F-
J F-
J
>I

w J - F-
U)

F-
U)

F-
W
L2 W W W
V o
N
0
p p
'
OJ
m-
w
mJ
O-
J
Q3
J
(D
W
?J
0-
?J
m-
NO
Cn0 D
CO
LO0
0

iZ4 >- P 0

.-?
+Q
W-
+Q
LO
+ Q
LO
+ Q
U)
w
+<
+Q m(D
V- V) m(D
-TL)
? (o
vLO m(o
ITU')
Q
Q (
V) N~ Q ~ ~ ~ Q ~ N~ N N N N Q C4 04 N N
4
o U Z
O N
? N
? N
?
a v w v v v w v v v v w v v

0
O)o
w z
(9
w
w
w z
0
w
w
w
w z
0
w
w
z az w w w w w w w W - w w
¢ p w = W = W m _ _ = w
p _ p (n ? cn (n cn ? cn cn cn (n ? (n O
NI
LL
O 00 Itt N 00 co ct N 00 co N Itt tD

NJ N
(J U Iq
N N
to d'
N Rt
N N
to v-
to
N Itt
N T-
to N
tD to
N
F
W c7 ?- N M M r N M M N r r
W U cn
J

I
w w
U
(D ? Lc) OR ? OR Lf) OR 0 OR OR
W= U 0
0 CR 0
0
' 0
Q U o o • 0 O o o 0 0 0 0
1
LO
cy
1 cn o 0 o O o 0 0 0 0 0 Cl

^ O
Q U N
tD N
(D
ll? N
(D N
(D N
(D N
tD N
(p N
tD N
tD N
(D
v) W O O O • O O O 0 0 O O O O
z
I
I
Z
?
O

Q 0
} L
L co
r 0
r rl- 0
r 0 (D
r 11-
I? (D
r h
1? (0
r r
I?
Z
r
z
"j Z C t0 (O tD tD (D 4 6 (D 4 (D 4

M 0 O
V a U

U C O O O O O O O O O O
o
U f o
r 0
r 0
r 0
r 0
r 0
r 0
r 0
r 0
r 0
r
?
v
W
00
I _ p L

O
a) ?. O O o O o N O N U- O N
qql
_ Ca LL LL. a

C A (n N

'O U C m
Lo -Fu O Q
0 -
I--
F-
F-
F-
I-
t
F-
W
F-
F-
O
U Co O U J J J J J J J ?- J J
N 0 ff
O ? J
W
} Vi
N L
N Q
o 0 W
Q Q_

O

d
O 0

M
(0
(D -

MJ

(D -

J_

co
J

J
(D -

'J
-

)C)
m

O0
m
D

W

M

(D

nO
W (D
:r «
O
2, + ?
+ Q
t Q
'
+ Q
L
t Q
Lo
+ Q
{ Q
LO (D
--t to (
d' (n
Z

n
(
`i

0
i
(q (n
N~ U
)
N~ O
~
04
~
04
N~
N~
NN
NN
C9 N
N
z
U) U)
D _- 0 W
Q
imap://john.dorney%40dwq.denr.ncmail.net @cros.ncmail.net:143/fe...
Subject: Re: DWQ #03-1151
From: "tina swiezy" <[e-mail]>
Date: Mon, 12 Apr 2004 08:28:48 -0400
To: "John Dorney" <[e-mail]>
CC: "Kyle Hubert" <[e-mail]>,
"Brian K. Skinner" <[e-mail]>,
John
"Stephen Roberts" <[e-mail]>,
" john.hennessy" <" john.hennessy" @ncmail.net>
Got the 401 Cert. on Evans Rd. It states in Condition 1 that additional written approval is required
regarding the revisions for the splitter and double swale.
Those revisions were delivered April 5. Can we please get this written approval and revision approved.
Also, the site locations stated in the condition are incorrect and I am concerned that it will cause
confusion with the inspection of the project if it is not correct. There are no swales etc at the permitted
site - Site 1(Outfall 7), only Site 2 (Outfall 9). The additional swales and splitter are located at Outfall 4.
I would be glad to go over the permit package submitted April 5 in person to clarify any confusion
regarding Outfall identification or other topics of concern.
Thanks
Tina
----- Original Message -----
From: John Dorney
To: tina swiezy
Cc: Kyle Hubert ; Stephen Roberts ; Brian K. Skinner; john.hennessy
Sent: Tuesday, April 06, 2004 11:15 AM
Subject: Re: DWQ #03-1151
the 401 was signed on sunday but requires additional approval for revised stormwater plan. i'll look
over what you sent and if it is sufficient, will send written approval for changes. thankx
tina swiezy wrote:
John
We have completed the parallel system and added splitter pipes at Outfall #4 & #9. We still feel the
parallel system at Outfall #4 is over designed, however to expedite the permit approval the plans
have been revised. The package was delivered Monday April 5, 2004.
Was the 401 Cert issued on Friday? Let me know if there is anything else.
Thanks
Tina
----- Original Message -----
From: John Dorney
To: tina swiezy
1 of 3 4/13/04 8:09 AM
imap://j ohn.dorney %40dwq.denr. ncmail.net @ cros.ncmail.net:143/fe...
11
Cc: Kyle Hubert ; Stephen Roberts ; Brian K. Skinner; iohn.hennessy
Sent: Tuesday, March 30, 2004 4:20 PM
Subject: Re: DWQ #03-1151
i think this process has gone on way too long and it is time to make a decision on this project.
therefore, i plan to issue the 401 certification on friday with a condition that requires the swale at
outfall number 4 to be redesigned as a parallel system so it meets design standards. the applicant
can then decide what to do. as you know i will be in court all day tomorrow and in the field all day
thursday so i will not be available to discuss these issues then.
tina swiezy wrote:
John,
The area draining to the outfall is 0.61 ac. A double swale will be way too large.
Tina
----- Original Message -----
From: John Dorney
To: tina swiezy
Cc: Kyle Hubert ; Stephen Roberts ; Brian K. Skinner
Sent: Tuesday, March 30, 2004 7:58 AM
Subject: Re: DWQ 403-1151
i will be here until 8:30 am and then gone for the rest of the day. i will be gone all day
wednesday and thursday this week as well. if you need to discuss this with me, try to catch
me today before i leave at 8:30 am
just to be clear, you will need to redesign the grass swale to that it is two parallel swales with
a splitteer box. the reasons for that should be clear in the letter but essentially have to do with
the area draining to the (now single) swale.
i'll leave the actual design of the splitter box up to you.
tina swiezy wrote:
John,
Finally got your sketch. Just so we are on the same page that is Outfall 4.
The grassed swale worksheet shows that at Outfall #4 Q 10 2.93 cfs of flow has 1.25 fps of
flow
Q 2 2.27 cfs of flow has 1.16 fps
of flow.
No parallel swale is being used at this location to obtain these velocities so I do not know
how to include a splitter box. The "tail ditch" detail A has been revised to show 3:1 side
slopes. The lateral ditch was already 3:1.
The calculations as presented at Outfall 4 and Outfall 9 Q 2 are both less than 2 fps and
adequate length for filtration is provided. We will add the splitter box detail for Outfall 9 to
obtain the distributed flow. Do you have a particular detail in mind?
----- Original Message -----
2 of 3 4/13/04 8:09 AM
imap://j ohn. dorney %40dwq. denr.ncmail.net @ cros.ncmail.net:143/fe...
From: John Dorney
To: tina swiezy
Cc: Kyle Hubert ; Stephen Roberts ; Brian K. Skinner
Sent: Saturday, March 27, 2004 11:38 AM
Subject: Re: DWQ #03-1151
the mail service is notoriiously slow. i have been out of town all week. if you still have
not gotten this, then call mike horan (733-3404) to have a copy made so you can come to
pick it up.
tina swiezy wrote:
John
Just following up on your email Sunday. Maybe it's just the mail service, but I still have
not gotten anything on the "Outfall 7" you sent.
Thanks
Tina
3 of 3 4/13/04 8:09 AM
F vv r I F,9P
O micnaw v. t:astey, uovernor
William G. Ross Jr., Secretary
i
li
o
?
b North Caro
na Department of Env
r
nment and Natural Resources
ma 7
r
Alan W. Klimek, P.E., Director

P Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 4, 2004
Wake County
DWQ Project #:03-1151
APPROVAL of 401 Water Quality Certification with ADDITIONAL CONDITIONS,
and Neuse River Buffer Rules
Town of Cary Engineering Department
C/o Mr. Tim Bailey
P.O. Box 8005
Cary, NC 27512
Dear Mr. Bailey:
You have our approval, in accordance with the attached conditions and those listed below,
to impact 20 linear feet of streams, and 0.03 acre of stream buffers for widening of Evans
Road (SR 1653) from the Evans Road and Maynard Road intersection to just north of
Rochelle Drive in Wake County as you described in your application dated October 29, 2003
(received October 2, 2003) as modified on November 18, 2003 and January 14, 2004. After
reviewing your application, we have decided this fill is covered bv,General Water Quality
Certification Number 3404. This certification allows you to use Nationwide Permit Number 14
when the Corps of Engineers issues it. This approval is also valid for the Neuse River buffer
rules (15A NCAC 2B .033). In.addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed
regulations. This approval will expire when the accompanying 404 or CAMA permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application
except as modified below. If you change your project, you must notify us and you may be
required to send us a new application. If the property is sold, the new owner must be given a
copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. If total wetland fills for this project (now or in the future) exceed one acre,
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7).
This approval shall expire when the corresponding Nationwide Permit expires or as otherwise
provided in the General Certification. For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below. Deed
notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands
and waters to notify the state in order to assure compliance for future wetland and/or water
impact. These mechanisms shall be put in place within 30 days of the date of this letter or the
issuance of the 404 Permit (whichever is later).
Conditions of Certification:
1. An additional condition is the stormwater management plan in the application and its
modifications, shall be implemented. The plan shall be modified to include a double,
parallel swale design through the temporary drainage easement shown on the plans
for Site 1 (Outfall #7). In addition, splitter boxes shall be installed at the upslope side
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
of swales at Site 1 (Outfall #7) and Site 2(Outfall #9) in order to ensure that flow is
evenly split between the parallel swales. Additional written approval from DWQ is
required for these changes before streams are impacted at these locations. Finally
before the roadway is opened to traffic, the stormwater management facilities, as
approved by this Office, shall be constructed and operational, and the stormwater
management plan, as approved by this Office, shall be implemented.
2. Culvert Installation: The culverts required for this project shall be installed in such a
manner that the original stream profiles are not altered. Existing stream dimensions
(including the cross section dimensions, pattern, and longitudinal profile) are to be
maintained above and below locations of each culvert. The culverts shall be
designed and installed to allow for aquatic life movement as well as to prevent head
cutting of the streams. If any of the existing pipes are or become perched, the
appropriate stream grade shall be re-established or, if the pipes installed in a
perched manner, the pipes shall be removed and re-installed correctly.
The culvert(s) shall not be installed in such a manner that will cause aggradation
or erosion of the stream up or down stream of the culvert(s). Existing stream
dimensions (including the cross section dimensions, pattern and longitudinal profile)
are to be maintained above and below locations of each culvert. As such, it is
required that you provide the plans with adequate details that indicate that the
current stability of the stream will be maintained or enhanced. You must receive
written approval from this Office for the above plans before the culvert(s) is installed.
The culvert(s) must be installed according to the approved plans.
3. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached
form and return it to the 401/Wetlands Unit of the Division of Water Quality.
Violations of any condition herein set forth may result in revocation of this Certification and
may result in criminal and/or civil penalties. This Certification shall become null and void
unless the above conditions are made conditions of the Federal 404 and/or coastal Area
Management Act Permit.
If you do not accept any of the conditions of this certification, you may ask for an
adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To
ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C.
27611-7447. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the
Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786
or Steve Mitchell at our Raleigh Regional Office at 733-9646.
Sincerely,
Klimek, P.E. it ctor
cc: Andrea Wade, Corps o eers Raleigh Fi Office
Raleigh DWQ Regional ffice
File copy
Central Files
Tina Swizey; Rummel, Klepper and Kahl; 5800 Farrington Place, Suite 105, Raleigh,
NC 27609-3906
1-0

\N A TFR
March 21, 2004
Ms. Tina Swizey
Rummel, Klepper and Kahl
5800 Farrington Place
Suite 105
Raleigh, NC 27609-3906
Dear Ms. Swizey:
March 21, 2004Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
RE: Evans Road (SR 1653) widening
DWQ # 03-1151
Wake County
Thank you for your email dated March 8, 2004 which concerned our letter or February
27, 2004 for the above-mentioned application. From your email, the main part of confusion
seems to be the location of "Outfall #7 that was referenced 'in my February 27 letter. I have
attached a copy of what I think is referred to as "Outfall #7" in your latest submittal (dated
January 14, 2004). As stated in my February letter, two (2) parallel swales will be needed at this
site in order for DWQ to approve this project. The installation of splitter boxes at both of these
locations will be needed. to ensure that the flow is split evenly and remains split evenly with time.
I can be reached at 919-733-9646 if you have any questions.
Sincerely yours,
Dorney
CC: Andrea Wade, Raleigh Field O S Army CorpTngineers,
Steve Mitchell. Raleigh DWQ Regional Office
Central files
File copy
Kyle Hubert; Town of Cary, Engineering Department; P.O. Box 8005; Cary, NC 27512
John Hennessy, DWQ
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [phone]
4%
Customer Service
1-877-623-6748
J
S
Q•
a`
ATERAL IL OLYCH DETAIL
IN6t t f TAIL BASE DILCH_--------------_ s
FId - 24, .53
ouRO rJ;/ ' ? i r/'t?.?.? r 7p e crown`- ? Duna
tr /% B p?n.D h6 Ft. D --MIn. D-=10 297 Ft. !? r
r r? i' B r r2,d Ft B B= 310 Ft.
----------!
Ft-L- STA. A. 4,+90.' TO +60 LT . 00 +9b LT--- 251
03
_ 1
99 tt ?Ii 'r ' j
N/?--' DEM®USH XT' l
11IRLEY A & BEN W SANGE 5
PIN 0764.09-07-6114 HOUSE.AND RE Ems'
DS 6742 / PG 296 AUDREY EVANIF
NS BARNETT
5 PIN 0759.Og11L673&___________ -L ~
----- DB 1454E 70 .OQ FI.LT.
4 ----
-L- 23+70.00
151 Z N O ___ 60.00 & TgpgFELT. T
\ ^-'--------
\-t N - '` 25FD i C V '5
O N -
'ZF
ISFD A DREY EVATI$ BARNETT --
60.00 & 7010 FL . `60.00 & 70 'ft. ^ _ IN 0764.09-17+7045.0_- '
-_ E DS 1454E-L-
22+60.00 24+60
T. QAO Ft ?-•
- -21+4387 - DO?Sr ebt'} L _ PFO 6'd -L- "A24-
4 D9 1-L- 22+1980 dt3wg - 4 Ft4 . m
. / ^ ^ - - - ? 3 -
• 45.00 11
ISFD P
to a F °r B NV.c461.00' L6 Al, INLI ' ' V.-46
r t V_4 65' - s
J V •462.26' RCPri'.4W.3-YNV.-461.39' IB'RC -`------- 18 - - --
V. I-
W - fitAN3 RBD? -
2 _ % ---------'
8/
[VANS R0. SA 53 N VAM IPO!
STA23+94 ---
sze6 -?t --
doll. 6
v °a --------- ----- 15' CGNC ETE--ISLAND ?g Lam'
~ ------C32"- -jma 5 F ' me
_--------------- eNATkR C
65323 REPLACE C&G =20ab2-92 44
-L-S A2 +50 to-L AL4*R)T v
A57'R T 65!
N/F i 7 OUA S 0.z EATR?? , ?`
^V4%E CO. BOARD OF EDUCATION
?Iy 0764 09-16-2927 1 5 t
ON'-1572/ PG 503 I
- 24+45.00 ' L
.? 50J2 70.00 Ft. fit. I 1 it I
m I 51
-BL- 0..16+5323
-L- T Sto.24+37.64 (40.4YRJ z l BEt 'S SID
-G- A 24
END RESURFACING
5 1`
SCHOOL I 6
-L-
1 007 l
C
&TX A 0.23 AlT 13t2 T' ST d.73.6D Rr N {'?M P/ to 2CJ OC
DA O.Z1t AC D 2"y.?AC DA 0.290 AC DA 0.717 AC
aad70• M7w CFS .7.d 1.0'70 CFO Ql? izo
T RIM 48350 Fr R41 - 40232 /4' 34'
RIM. INVOUT. 4 463A2 80.42 Fr 0 F NV 1 INV UT- 400.68 WVOUr- 4" D = 6' o0. OO.
BNIN- 45017 8 ONIN- 45447 4
L = 242.81'
STA. 4r 26.22RT STA. 4+U4QSLT STA 4623NI6LT STA 4,20 W T - 122.06'
DA M195 AC DA 0.000 AD - DA M137 Ac DA 0.2x2 AG R = 954.93'
C. 0.8.5 C. C" C. os6 C. 0.86
.
ato• 0128 CFS 0.70. 0.000 Cps ato• 0.575 US a70. 1175 CFO
cB C6 Mc0-4.74 Cs cS 6lD-410 FT i
`t RIM. ,6284 FT PoM- 40186 FT RIM- 402.78 FT RDA. 46300 Fr e .06
61VOU1- 458." KNOUT. 45872 WOUh 459.75 INVOUM1 466.20 O
INV04. 460323 WVOM 488.752 INV OI. 459786 RO = 2/5./? 00 W
1? . a a
.06 requ/red to m
STA L27.47 RT
DA 0.409 Ac exw Stino curb- I
?/^, (} M1 i QD. 7?.?1 GF6 and ma71c -Lnav'rr Je
,y ? !V5 u I.1' CB
J ?? p \L p PoM • M4.M Fr
\1? RN WP 465.22
NNIN• 45460 8
t 1
t`
_ r i 1
imap://[e-mail]:143/fe... ,
Subject: Evans Rd. DWQ#03-1151
From: "tina swiezy" <[e-mail]>
Date: Mon, 8 Mar 2004 08:31:16 -0500
To: "John Dorney" <[e-mail]>
CC: "Kyle Hubert" <[e-mail]>, "Brian K. Skinner" <[e-mail]>,
"John Hennessy" <[e-mail]>
John,
Just checking in on my previous email to you -
I needed some clarification on the Outfall numbers you used to reference your comments so I can make
the changes and finalize the permit.
I only have a "double" swale at Outfall #9(permitted Site 2) for a total length of 440(2 parallel 220 LF) to
provide for the 4.4 ac at the site(2.2ac impervious).
The swale at Outfall # 4 is single to provide for the 0.61 ac(0.61 ac of impervious) (side slope of swales
changed to 3:1).
Between these two outfalls the required 2.73 ac of additional impervious on this project is treated.
Outfall #7(permitted Site 1) does not have any swales or treatment due to the large drainage area and
limited space prior to the buffer.
It appears that if we provide a splitter box at Outfall #9(Site 2) we will meet your last list of comments.
Please confirm this understanding.
We will then forward final information to complete the permit.
Thanks --'
Tina

1 of 1 3/8/04 5:20 PM
O?0? W A T??QG
r
Mich,
Will*
North Carolina Department of Envirr
Ala
Coleen H. SL
Divisi,
February 27, 2004
Ms. Tina H. Swizey
Rummel, Klepper and Kahl
5800 Farrington Place
Suite 105
Raleigh, NC 27609-3960
Dear Ms. Swizey;

RE: Evans Road (SR 1653) widening
DWQ # 03-1151
Wake County
I have carefully reviewed your plans and email dated February 23, 2004 concerning
DWQ's letter of February 19, 2004. Please modify the stormwater plans as described below in
order to provide improved stormwater treatment on-site. Once these final changes are made,
DWQ is prepared to issue a written approval for this project. Until: that time, this project shall
remain on hold as incomplete.
1 Outfall # 7 - fnstall' a. splitter box for the>flaw at the end of:the outfall so the outfall can
be directed to flow into two (2) parallel'drainage swales through the temporary
drainage easement. In addition; these swales will need to have side slopes at.least.
3:1 in order to meet DWQ's design criteria. The overall length of the swale should
remain the same for the flow that is perpendicular to Evans Road.
2. Outfall # 9 - Replace the proposed- riprap apron with a splitter box before the flow
enters the two parallel swales. This change will ensure that flow is equitably
distributed to each swale.
Please submit a final, corrected plan for this project with the above changes as well as all
other changes agreed upon in our previous correspondence. We will then be able to cite this
final plan in our approval.
I can be reached at 733-9646 if you have any questions.

Cc: Kyle Hubert, Town of Cary Tim Bailey, Town of Cary
File copy
Central files
John Hennessy
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [phone]
A
Customer Service
1-877-623-6748
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: Fax #:
Company:
Number of pages including cover sheet:
Notes or special instructions:
Date:
Q# 7 q6 - 18 1C)
7- b --k?L
r
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax),,(http://h2o.enr.state.nc.us/ncwetlands

Subject: Re: Evans Rd. DWQ #03-1151
From: "tina swiezy" <[e-mail]>
Date: Mon, 23 Feb 2004 11:37:36 -0500
imap://john.dorney%40dwq.denr.ncmail.net@cm mail.net:143/fe...
z? k,- ,
To: "John Dorney" <[e-mail]>
q,;/-??
CC: "Kyle Hubert" <[e-mail]>, "Stephen Roberts" <[e-mail]>,
"Brian K. Skinner <[e-mail]>, "john.hennessy" <[e-mail]>
John,
Aegarding your letter emailed and dated February 19, 2004 we would like to discuss the following
information:
Outfall #7 is not treating any of the drainage area. We realize that the 5.6 Ac is too large to treat. That is
why we chose not to try to treat that outfall for the additional impervious area and used Outfall #9 and #4 in
combination as discussed with Todd St. John. Also, discussed with Todd St. John was the use of the
double 220 LF swale at Outfall #9 for the 4.4 Ac. drainage area.
The outfall summary sheet shows the total additional impervious area of 2.73 Ac.treated with 280 LF of
swale. at Outfall #4 and #9. It is noted on the grassed swale work sheet and in section 11 of the permit
application that the 220 LF of swale at outfall 9 is two parallel swales for a total of 440 LF for the treatment
of the entire drainage area of 4.4 Ac.
ease call me as soon as possible to discuss the information in the permit application. All of the issues
r have been dealt with in previous discussions with DWQ staff and possibly need clarification as presented. Y
Tina
5 878-9560
----- Original Message -----
From: John Dorney
To: tina swiezv
Cc: Kyle Hubert ; Stephen Roberts ; Brian K. Skinner ; iohn.hennessy
Sent: Thursday, February 19, 2004 4:25 PM
Subject: Re: Evans Rd. DWQ #03-1151
please see the attached letter. hard copy is in the mail. thankx and sorry it has taken so long to get
back to you.
for cary's information, i am doing a similar letter on davis drive project (DWQ # 03-0869)
tina swiezy wrote:
John
I am once again making contact to check on the Evans Rd widening permit DWQ # 03-1151.
Our last submittal was January 14, 2004. At that time Todd St. John and Steve Mitchell were finished
with their review and are Ok with the design.
The Town of Cary has asked me to continue to followup. My last request for imformation was
February 4, 2004.
Thanks for you attention
1 of 2 2/24/04 9:58 AM
ToF \N A TF
`O 9Q
7
>
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
February 19, 2004
Ms. Tina H. Swizey
Rummel, Klepper and Kahl
5800 Farrington Place
Suite 105
Raleigh, NC 27609-3960
Dear Ms. Swizey;
RE: Evans Road (SR 1653) widening
DWQ # 03-1151
Wake County
DWQ staff have reviewed the stormwater plan for the above mentioned project that you
submitted on January 14, 2004 (received January 15, 2004). This plan is acceptable to DWQ
with the two following exceptions. Once these two issues are addressed, DWQ will be able to
issue the required approvals for this project. Until that time, this project shall remain on hold as
incomplete.
1. Outfall Number 7 is too short. According to DWQ's design criteria, a length.of 560
feet is needed. Please address this design issue.
2. Outfall Number 9 is not designed for the entire watershed draining to it. Therefore,
the proposed stormwater BMP will not function to meet DWQ's design criteria.
Please address this design issue.
Finally, we understand that you were relying on the advice of DWQ staff with respect to
the need to treat only the new impervious surface from the road. Please be aware that DWQ's
agreement to only require treatment for the new impervious surface for this Evans Road project
does not set precedent for future DWQ permitting actions with similar circumstances. DWQ staff
plan to review the generic issue with respect to treating stormwater from roads with respect to
the Neuse and Tar-Pamlico River Riparian Protection Rules but believe that withholding action
on this project would not be warranted given your previous understanding with DWQ staff.
Please call me at 919-733-9646 if you have any questions.
Sincerely vours.

Cc: Kyle Hubert, Town of Cary (7n Dorney
(J
Tim Bailey, Town of Cary ,
File copy.
Central files
h
H
DWQ
J
o
n
ennessy, -
ENP
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 [phone] Customer Service
1-877-623-6748
r
•
Rummel,
IQepper
&. Kahl, LLP
William K. Hellmann
David W. Wallace
Stephen W. Kagay
RobertJ. Halbert
Stephen G. Zentz
J Michael Potter
Charles M. Easter, Jr.
John G. Mintiens
Joseph A. Romanowski, Jr.
Michael L. Krupsaw
James A. Zito
Geoffrey V. Kolberg
Lars E. Hill
J Tommy Peacock, Jr.
Michael W. Myers
Martin C. Rodgers
Kenneth A. Goon
Richard J. Adams, Jr.
John A. dEpagnier
Barbara J Hoage
Christopher F. Wright
Owen L. Peery
Nancy R. Bergeron
Stuart A. Montgomery
David G. Vanscoy
Henry J. Bankard, Jr.
Peter C. DAdamo
James F. Ridenour, Jr.
Robert J Andryszak
Raymond M. Harbeson, Jr.
Thomas M. Heil
B. Keith Skinner
Thomas E. Mohler
Karen B. Kahl
5800 Faringdon Place
Suite 105
Raleigh, North Carolina
27609-3960
Ph: 919-878-9560
Fax: [phone]
www.rkkengineers.com

Mr. Todd St. John
North Carolina Division of Water Quality
2321Crabtree Blvd. #250
Raleigh, North Carolina 27604
January 14, 2004
WETLANDS/ 401 GROUP
JAN 1 5 2004
WATER QUALITY SECTION
Reference: DWQ # 03-1151 Evans Road (SR1653) widening in Cary
Town of Cary Project No. 01-015
Dear Mr. St. John:
Attached is the final revised information you requested to process PCN #033-
1151. Included is a full size sheet 5 of the drainage plans and seven half size sheet 5 of
the plans. Also, seven copies of the summary of the twelve outfalls for the Evans Road
Widening Project including the associated impervious area treatment and supporting
calculations(Grassed Swale Worksheets Outfall #4 and #9) with seven copies of the
revised PCN(Sheet 13 of 14). The telephone memo summarizing the revisions
requested is attached.
It is our understanding with the completion of the attached information the
design is adequate for permit approval. Please call if you have any questions or need
additional information.
Very truly yours,
RUMMEL, LEPPER & KAHL, LLP
' Tina H., Swiezy, PE - f
Project Engineer
"p5T 40tez-'
55 c?? ``
Baltimore, MD Raleigh, NC Concord, NC Virginia Beach, VA Richmond, VA Staunton, VA
Dover, DE York, PA Norristown, PA Allentown, PA Keyser,
THS/ts
Attachment
cc: JTP
BKS
KSL
SER
THS
Kyle Hubert (Town of Cary)
Mike Babuin(Town of Cary) l
Randy Boyd (NCDOT) l 16 ?-t-
F:\WORD\DOCUMENT\301-040\Corr\PCNfinalREV.doc
"IaA
Memorandum of Telephone Conversation
To: File
From: Tina Swiezy
Date: January 13, 2004
Project: Evans Road
Subject: Todd St. John Comments
Todd stated that the treatment at Site 2(Outfall 9) is only valid for the existing and proposed impervious
area(2.20 ac) contributing to the outfall. So, even though the extra filtration swale was added for the
total drainage area 4.4 ac. at the outlet, the outlet is only given credit for 2.2 ac. of filtration. The project
requires 2.73 ac. of filtration. Therefore, we will be adding a filtration swale at outfall #4 to treat 0.61 ac.
of impervious area(total drainage area 0.61 ac.)
The revision will be completed ASAP to acquire Todd's approval prior to him leaving DWQ.
cc: JTP
BKS
SER
THS
Kyle Hubert(Town of Cary)
Mike Babuin(Town of Cary)
Randy Boyd(NCDOT)
301-040
F:\WORD\DOCUMENT\301-040\Memo\Tele-Tstjohnrevoutfall 4.doc
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Site I(Outfall #7) Existing impervious area(roofs, drives, and Evans Rd w/ sidewalk) 2.1 ac.
Proposed impervious area(existing impervious area plus addition Evans Rd w/ sidewalk) 2.8 ac.
The total drainage area discharging from Evans Rd. is 5.6 ac(too large for treatment). The
difference in elevation between the grass swale and the stream is 13 ft. The best method to
discharge this drainage without eroding the buffer is to pipe from the grassed Swale to the
stream. This method was discussed in the field with Steve Mitchell and a eed upon.
Calculations for the design are included with the application. No mitigation is being considered
because both Zone 1 and Zone 2 impacts are considered allowable.
Site 2 (Outfall #9) Existing impervious area(roofs, drives, and Evans Rd w/ sidewalk 1.10 ac.
Proposed impervious area(existing impervious area plus addition Evans Rd w/ sidewalk) 2.20 ac.
The total drainage area discharging from Evans Rd. is 4.4 ac. The design at Site 2 has been
designed to compensate for the proposed impervious area increase at this outfall as well as a
portion of the remainder of the nroiect. The 2.20 ac. of impervious area will be filtered in a
220 ft grass swale located perpendicular to Evans Rd. approximately Sta. 50+00. The Swale
will consist of 2 parallel swales for a total of 440 LF of treatment. The difference in elevation
between the grass swale and the stream is 12 ft. The best method to discharge this drainage
without eroding the buffer is to pipe from the grassed swale to the stream. This method was
discussed in the field with Steve Mitchell and agreed upon. Calculations for the design are
o-j( included with the application. No mitigation is being considered because both Zone 1 and Zone
2 impacts are considered allowable. The remaining 0.60 ac. of treatment will take place at
Outfall #4 with a 60LF grass swale.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XII1. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Page 13 of 14
OUTFALL SUMMARY
Outfall Impervious Area Total
*Existing Additional Drainage
1 Existing 24" RCP discharging into undefined channel 0.02 Ac. Proposed Area
Proposed inlet pipe extension (From Proj.) 0.01 Ac. 2.5 Ac.
(From Proj.) (Total)
2 Existing 24" RCP discharging into manmade ditch that extends 0.53 Ac.
to a first order stream
Proposed outlet pipe extension 0.32 Ac. 1.76 Ac.
3 Existing 18" RCP discharging into manmade system that 0.47 Ac.
extends to a first order stream
Proposed additional CB's to 18" RCP 0.20 Ac. 0.67 Ac.
4 Existing undefined channel 0.25 Ac.
Proposed 18" RCP and CB's with 65 LF filtration swale 0.36 Ac. 0.61 Ac.
5 Existing 18" RCP discharging into undefined channel 0.65 Ac.
Proposed additional CB's to 18" RCP 0.22 Ac. 0.88 Ac.
6 Existing sheet flow along Cary Pines Dr. into manmade system 0.07 Ac.
that extends to a first order stream
Proposed additional sheet flow along Cary Pines Dr. 0.02 Ac. 0.09 Ac.
EQ,5N `V'Jab,r
7 Existing nonfunctioningZoadside ditch associated lot graded 2.10 Ac.
Proposed additional CB's to 24" RCP with a 24" CMP
w/elbows and MH to prevent erosion through the
buffer(per Steve Mitchell field visit). 0.70 Ac. 5.59 Ac.
8 Existing 18" RCP discharging into undefined channel 0.25 Ac.
Proposed additional CB's to 18" RCP 0.32 Ac. 0.72 Ac.
9 Existing ditch that extends to area filled by property owner 1.10 Ac.
Buffer at back of property Total Drainage Area 4.4 Ac.
Proposed additional CB's to 18" RCP with 220 LF filtration swale
to a 18" CMP w/elbows to prevent erosion through the
buffer(per Steve Mitchell field visit). 1.10 Ac. 4.39 Ac.
10 Existing sheet flow along Dynasty Dr. into manmade system 0.35 Ac.
that extends to a first order stream
Proposed additional sheet flow along Dynasty Dr. 0.15 Ac. 0.45 Ac.
11 Existing sheet flow along Rochelle Dr. into manmade system 0.04 Ac.
that extends to an undefined channel
Proposed additional sheet flow along Rochelle Dr. 0.02 Ac. 0.06 Ac.
12 Existing 15" RCP discharging into manmade system that 0.55 Ac.
extends to a first order stream
Proposed additional CB's to 15" RCP 0.07 Ac. 0.62 Ac.
Total additional impervious area 3.49 Ac.
Additional area to existing manmade systems to streams 0.76 Ac.
Additional area to be filtered 2.73 Ac.
Total lineal feet of filtration required 273 LF
Total lineal feet of filtration provided 280 LF
(Outfall #4 65 LF, Outfall #9 220 LF)
*Revised to include total residential lot impervious
DWQ Project No, P ;J 3 - I 1
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION
Project Name:
Contact Person: ID h4
Swale ID: b t 44
Grass Swale Length
Tributary Drainage Area
Impervious Area
Max. Velocity from 2 Yr, Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
to the following information):
VW i_0 L1
q-%n Phone Number:
LS' ft.
• ? ac.
Q • ac.
4f fps
fps
3 : ratio
Steepest Effective Slope ft/ft
Cover Crop /a tZbr??_
II. REQUIRED ITEMS CHECKLIST
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
(2 fps max.)
(3:1 min.)
(check dams maybe used)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. Ifa
regaireinenfhasnofbeeninef, affaoh an exp/anafion of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Vegetation Plan provided on plans
The underlying soils are permeable and non-compacted
Swale carries only stormwater flow
Water table depth is greater than 1 foot.
Plan details for the swale provided.
Plan details for the inlets and outlets are provided.
Check dams provided.
The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
1 The operation and maintenance agreement signed and notarized by the responsible party is provided.
CiAD'f ?/ ld ho aL 6 ? ti?l"A/?'/
DWQ Project No. 6) ?73 ' l) s)
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : CYA-w-.5 i? 1?`?oi?r3 t n?L>
Contact Person: '-) A-? 5r/ trn Phone Number:
Swale ID: -S'E'C-' X-1
Grass Swale Length
Tributary Drainage Area
Impervious Area
Zo ft.
_ ac.
Z , Z ac.
(at least 100 ft. per tributary acre) 2 IpnrrL L C-L.
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
/ . ? Z fps
Z'01 fps
3 ; ( . ratio
Steepest Effective Slope ft/ft
Cover Crop <5?
11. REQUIRED ITEMS CHECKLIST
(2 fps max.)
(3:1 min.)
(check dams may be used)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. /fa
requ/remenfhasnofbeen mef, a&,?ch an exp/anafion of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Vegetation Plan provided on plans
The underlying soils are permeable and non-compacted
Swale carries only stormwater flow
Water table depth is greater than 1 foot.
Plan details for the swale provided.
Plan details for the inlets and outlets are provided.
A- Check dams provided.
The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
G-rOd ?/ TD vv f?- d r= C,?tsv? ? ? (,i?.? C??•ne,?d-?."?dZ-
Q 67
Z O M
oD
ii';i (n O O
i_
>:>:.;iu?:: Y W

NI ? O O O

»:: L2::::
(L U (n
p J Q

W

m

O

(
u

O

(o

m
2 em
F o
W W W
U rn
V
O
N

M

CD
CD

LO
N

(D
W Z Y
V
V
:'::`: 2 (? U M N M (

W
1 L6:::::::..:• :::::::. :::: • :::: :. ::::: :::.: :... ........ ..... .... .:.. ::: .: .
:?:? .
}::.:.i::

.. ... ....:.... ...... ... ......... ........
.......
...
.....
....

.........

........

.........

........

00 L O LO (14 (D (D
o N (V (V N M O N

CD LO -;r 0

.
: 000 ? N O ti
C14
C14
M (M 14: (t7 W

....
.
. Q COO U? O ONO (00 d?'• C07
Cl) a O O O (V
LO (D o ED 00
O O O O
C O O O
O 0 0 O • O O O

...
N
co
00
0
O 0 0 O O O O

O O O O O O O
Y N N N N (V CO CO
Q

O (t7 (n O O O
Z N Cf) C 0 7 ( N
9 L
(C7
O
~
O
0
0
O
O
O
O
U
co
Z O 0 0 O O O O
O m$ co m co co M N (V

N
-
Q y
N to
n
jj U
Il I
O m II

V W W
a v
i y (
ig h
}
} m m m m m m
Q F-
V LO
-
-
-
-

) co
N J F-
F- ca
F- (a
F- m
F- CD CC
N CD M
w N
Q
O ZI co
O
V co Z a J $ LO LO N (fl O
Q N N N

Q [1 0
O
0
16 J J J J J J

= (o
w
N 0
J
V O
p O 9 (o ?J (O J

a
+ Cl)
J
a
+
N (0O
U') (7)
C 4 r {?-
N Fes-
N F
-• l
- N N N N
Q O < Z U) co
o O
a v ?r v v' v v
F- F- F- ?- F- F-
6i Z (L z w w w w w w
o W
O
0
0
(A
(n
(n
(n
(n
a
a
LP
v
N

N
X
fl.
v
IL
v
LP
NI
LL
U a? eF d 1 o d d C1
?)
(n
d U
C')
Q1
t
o
N
m
C>
Cl)
0! Q7 Q! N
L!J N N N N N N N N
W U U)

J
T -r
CO H

LU w
U
w
W =
V to
OR
OR LO L O LO
OR w LO
w U o 0 0 0 o 0 0
1
LO
C

, (n CD
to CD
w CD
to CQD 0
to
w Q
to
Cl)
v Lq Lq ?
v? w c
a o 0 0 0 o o c
Z
I
l
z
<
0

a O
z co
T cfl
T to
T rl- co
T co
T r
f?
J
z
- co v co co co co ?r
o
w
IL U
V
J
O o 0 o O O O
U E o
T 0
T 0
T 0
T o
T O
T O
T
C)
4
W 'a
O

a in
I
rt+ N L
L L O
T N O
T O
T O
T O
[? N
w ;T
2 ? U- tL

5; a)
s
V w

n
U

0
C
Lo .0
-
i
p
V o U ca
O J J J J J J
L p O IX
r
C p)
c J
_
C
Q ? Q j
N
o U w
z

O O CMOJ ?J J M J U') C) m(0
ci O L 0 F-
LO I-
+ I-

LO
+ ?--

N

N
U
6i (n
(n N N
I co

X
1
N
i
a)
a
L?
t
co
`O?0F WAr?9QG
Uj tom'"
o- Y
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Town of Cary
Attn: Mr. Tim Bailey, PE
Post Office Box 8005
Cary, NC 27512
Subject Property: Evans Road Widening - SR 1653
Dear Mr. Bailey:
November 7, 2003
DWQ # 03-1151
Wake County
On September 16, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetlands or waters for the purpose of widening a road in Wake County. Additional
information was received October 29, 2003. Approval from DWQ is required to disturb these areas. Please
provide 7 copies of the following information and refer to the DWQ # listed above in your reply. Please show
these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects'
compliance with 15A NCAC 2H.0500.
1. The nitrogen removal measures proposed must be designed to treat runoff from 2.73 acres of
impervious cover. Also, BMPs must be designed for the actual tributary area, even if it is in excess of
the minimum treatment required, so the BMP will function properly. (These issues have already been
discussed in a telephone conversation between Tina Sweezy of RK and K and Todd St. John of this
Office on November 7, 2003.)
Please telephone Todd St. John at 919-733-9584 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H.0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.
i R. D(
Water
JRD/bs
Program
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
RK&K, 5800 Faringdon Place, Suite 105, Raleigh, NC 27609-3960
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Ark
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htlp://h2o.enr.state.nc.us/ncwetiands)
Customer Service #: 1-877-623-6748
w O
h
_ ?z a ?? E : f = ro= 00
W
?gir i{ uoa Z/FbIS L
y b ?bd ?'??'?'•: O z,?i, [ioe li F, 1 `?` ?N?? / U VI N
Z 4.2 .p ; r WW a o
z a z i --- N60' 28'25'w a yr 7{L- W Q z ?. O
12 .I n - O ??yy
386.02
O_ i --
FT P,
G V ; - %..» y Q O
i
•.yO,T, 0r .`c m,r?i.. N O Lr/ ' I l l //'v1 r ,may ° i\r. o? Czq] U LL = h
o U
-_ woar O N da %? w.'.''i 1 ,' o m °wo;'.• n 00 U
to Lf
N
°0 O£ o ° V f? Ic`? b1 II r f 7 r' s sz,? NgA; ygrj o) C4 ¢
GC 47 - O O ??Sh vl W' / 6..9FF g0.
_Q- CL Q?
p c /^?'J n P'l3.
cf N72• CLI O \ ?!I 'mss ,'r u_ a?. N ' .` p Q
165.89FT :z
,
r'?--
?S8 ./ ~
O•• N72' 07 24'W z 2
' o
260.4BF7 SS7
J - z
44 b- CL,
29/-? m 3? os? .F,SS ..! v , l 1 s m?P ? u, 6 I LL E a ?
Q;/'
irk, •a I gym' ?^`-?? i- y\A.e _ Q ?"i
r ow
? w a c im ?`:: - ?s? S
zg a
gene , i??w, I! ' \ \ ,?.r•' ?1. ?i5 I c; r / C3? C33 LL-
' LL r
.?
u '
,
r
I
I
oq r
I
r /
I
1
-'" - \ a T-'? N77t 77'24'W ! ~_ a` I i ,? w W i ' ,I `,li'i / , `;a i • O
LL
W
35 AFT r K aT , I I , '^' t I • .n s
I'
c •-' K?m\ / ? ? iii I K- M1S N ? W W ? ?'1 ``.
co '" » 02 1 /1 / Ol I' II 1 1 UN `'a r=+o m? ,??, /'N ' /I . ` gAB' '3.`'' W O
m a ``?w? i' '? 'Il ' + I ? ? 1e ??+`a?'? ?'- /?N , / _- - •? `." `7a0'g??? ?`l
?v: z , \ ' i/ r - `.1.E? s?µ,.»+:•
CJ)
SIB
X71 , , r'Z' aq? W l 5 ' fb55F .?'•,? . \
` juzey ,
, s 1 \ I
?----
1
`7
T Y",? q,7 :V 1 I?, e•n? rx'?'3?41?3" ...
Q bxli 1 i' '' i U `\ $,a• ' a?w I u'1 I IL J A?\52?E `-' - \`.
?? i' \ _ (' it ob n Od L°
' Iw? ?? ,ti 7Sa y' Lr)
uq
N `
w II ?-
S2 . a
i . W N8A' . 6 I o ? 2 7 M1 Q
%' Ir II II\_ _\``,? 3,098 WTLI _ III' dgIIX ?{ f?W
i2l i ?IOY WJ
cr)
` W U I \ JQ`\ ?py?J J `?\? `' I a I' I `? hw ', LL°=a /V),II??II II 1IL(4?'»
`\\ `+`\\?WQ, .I ,rl $+$l?` / - I U ('I I +W a+l Z?oti aQ J1?`Y
nL a J. I I ,G $ O
Ek:
N G `?1. °? U aS??$ ma x / TILL II I' `I $C ?` y
(IJ
NOD Wo,` ; , I 1 o? 24 p`\ 1 I I I I' ? ?$ " ? ? ! c?
N i \`\ G,ao vi5`' o I' _ I I i I, 1 $ ??? o ?o }??•-?r?_i 3A ?aS
N m Tok I c I N `,I O N 40 a
v NAg 0•? u a' i I fig. 0'E P'-- --- i? ? g'4 ? ? ? io
_.._ _ D 26 i SD?? II I I o :'// I __.•~ W? .4 J N BONN - Ln Q o
-- i ! II I _ m l ' I o b toNNLn(o JOE
-- TDk SDE v 'aN,a`p°o I I'I ql ® G W QOJI??N? Q O
ASFMENT "
i r ?W $ /' wo E 30 i ? I??? 1W i LLCC?°
i 'Z/
Ll in
71 ti rJ °? II ° .m v o°d 5g add ?. 4
N T(?t>>->
/'' T JW O ,'? ?/ ?/ / 1 :I:_3 N ?nou0¢ds' ?,?iratSoue3
V V)
r r 1? 'W ? , ' N F I LVJ I N W
! I / '?Z ', ? n Q
%' // Re N Y o ~ Y F
N80'.'r22'W h? "s Ifs .8 ti-? o? 2 p
2
I , Rv = I r 1 W •i°?? i5 ?de° k
'T
97.40F, W 1 - I ?i til i °• sE
`Gououa?ri
' i
, rLL LL ?
I ? I I I r I I I ?. ?°d?,? add°
I I c , F I 1 .ti \ o v1 .:I : I 5
a} _ .b
$ 1?' III I ?N '?
loss i+ + + ' $ o $'i I I I W ~ vv
QaF o m 1- i I +`imP ,? / > III I Q:J
'.I Wma v it i> j- ., .ti , 1?I?]a I -------? z A^I?e ? 8?? ?? Q¢gR
QJ 1, ? I w?O I ,J K i IC III , 11 l? ,n _I°d .%dd° 5 add
+, ?`, sae I ?, `' ?a 11 , . ?? I I ;?? ,.•? v
\
Ci r`I.Im : ? + ` II ? I 1 tp
z ,i v
+'\ 1 II W t• VIA $li I' r j o?d p
C\g
„'_`.O O (}+: 111 , / 1 1 yl I ISFi. I^ I 1 M U2U m ?l
N..1, i +, + ` I.1 ' ' 1p I $ 1 r _ ?_ .:? ? I II 1 C I?JA l
D tD D ' ' 'l ' ' ?I ff W ml ! I I\I v
« o ++\I, '\\t M1 '\ " Nft6. 02 ni'Y + I'I y. LIrJ I ul) i _ '
702.At?1 of I I 1
??`lz I III
k? A ol I Boa, , ', a,Qk I I? I ; .._.
W Q P ? _
-, .+ „ -. ! L.!`oti \ II I 1 '?\ ,IyEL n5 I I I ?'i
Coh
`,a 1 m \ , ff ` ?'NI I i h'1 Q t1J
d, J_ ? ? - ? '-- 4\\ ?nci NBf•gp 42'? ? ??I ? (? I ?1 ',
J1 I
C3 Ln
00f13Y1S -7- 3N17 H01M
r
r-?
bb/LI/8 >" ysd•SOPa?\u6P\06010E\6Rn7Ibl)in
MEMORANDUM
TO: John Dorney Regional Contact: Steve Mitchell
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Evans Road Widening (SR 1653) County Wake
Project Number 03 1151
Recvd From APP
Received Date 9/15/03 Recvd By Region
Project Type road widening
County2
Region Raleigh
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet }
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F14 FtrCaln 77OO'v F__ 7-45-1p F_c NSW 30,404. F F-.r
NBR BufCcr O O r? ?F_r? 0.4( -?-
Fr
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue * Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
November 13, 03
Todd has stormwater...... ifand when OK w/him........... Issue
cc: Regional Office
Central Office Page Number 1
O
to
i p rmn
t? Lo w Qo. o m
Z yin a m; is ?1 a mty til O
IS Fb1S W to
•s O ? ?7
N17 y71b Q C 41 N
O v z ? 2MN
0:? ix
Z o .p.... - N80. 28'25'w !L Q- w I $m"? I %5d4 p" U z a w 0
91
ro;??• ?• • ?? 396.0217 I i 4. ` ^ , 12 .I C O U
Z• JN
? >-.vin Q q W - mm Zo ? f
Nn ems'; ( a Z oo?
°a O s,O,y 0•• ikon 0) T m?. cy
p
'v'? I f w M1 z. ?,3em ? (O
r, m
., _...- woar O
O zm 'uY O J
ao o?- 7F/e 3s2•E ,i 1?--?gA?- -.??i N rc
¢O o h 8F
Ug ?za a m /'/ - I?
LJ M
@S
IL ? ? I I`-, I a X wo ail H4 N ,/' ? , ? % ? - ?
,?8 t!f N72-09'42'W + '+o $? 4o iI I ??'I l ''? wi,>2 -O
O w ZZ __,-_
_ __I65.A9FT
f
F J / Ill,/'??? : O: N LL' V!
* 4 e m ? ?lI I
N72° --18FT I $.
07'24 W 2G048FT
. l -
29/,.. r»M Op IF,SJ• ',.I p. r , l ,,,, ?' ,?? Qr
0
O ?' Sul vni 'f11 N ul
,I
W .'
1 1/ l
C4 --
?\ rI
N2
a
r(.37,.
r
Q lD tO CM, Y'PNES -OR. _ - _ Q n? Z
to ? s z° U
Z W
- rmN eW I ` /zw-Q ao3c _ ®? ^?q1<' r4 $ a S
u * 3
,? u 5Y:1 i
V °y
I
a /
I
•V ' y
Ps
I
t0:
LLJ
._-....__..- .. Q1, "_ .
a 1
t
N'O
,N77 3T24'W=p
7" 11 I i
U-i C)
3
CUNC & CRNE t I I i 3 N 3 r b ~ "' a ' - .
DRIVE II I ,? O - ....
N V) Q-
rr , m 1 ? I 1:1 K ? to M C I N `
,,''
` J?t?•r J ?I 1 lil U w?M fn M :?i. I' n M I IIW
b I I(?^
I ,.4 a -? I it ?1 I.I yN i;an i_ouiN" SA@' W p
C6 ?El
..___.-_ -'.V?. t•h ?!" ? ? Irl\_ ? (7 Z?
.oam "1 N t I ' o r O, I ?: \\ 58g O{ ??->-"'?1?. ° m
w ° ZO ? 1 550
aq$m
-_._ d •{U- ,It ?? rl? a "I@'i i a? ? I? w?° _ 2'01.1 "?v •.\
d ? ? ?'. r? C:J ?~i - i aIIW I I 1 8$:52' ?.Q ? 1
_ i4 -/ I ?$? ,off I o ='II?I Z ,,-? `•a °' y_ ??
d ? ` ^? (OOt 3
\ 1 ? I C ??1f t?W GZ O? ?pV,
II b
6
.UO
rl'
h '
• 52
w?89 a j LLIuII ?IIP i k x?+$V? rn
21? ` ??r?rMOg/ 9So?
pqp ? LL2O\
? ^x
- ?FWQ.'`J$.Q ll\ /. ?I' _ II V ?I I :4 t1 2? ..
F O' mJ ? ? ? ? II
c e'
w Qom 4^ ?8 I I ? ( ? ?? i ;w ?°'
ti n m via .,? ^o _ v I ( ? I , I/ I $ * ? 3 i' ,O 'CO ?...r!?0 4 AdS
. I 41
`-` `` Iv N I ? F i{ r,\ ? N? ?I ON I Q.` O" q 3• Oj>
N ?
I -
.. ^?i v N88 5 v) 6 ` I 18, 0•E _ ... _.. _ _... ?n y 5 8 4 .? U
v 290 I ( = I? o ; F ? b °Q C) N
% -
°
_ - - - Q TAE 2DE /•.1 I I I I n l I ~''I/' _ . , m J J O ?' tD N N O?j p nl j ? ?
s I «I p
- tD p" '? ° I N & ; `.r- - - II II II II II II ??c o
C)
mN I ® OJf?? N? -_._-
tQE v a J ova Oi _.. ._.._ -_....? O
X-5 -
% ?Q J I
ASEMENT
i
E 3C ELL
LLJ
%*?tl 2 ZQr' / J o nl I I V m «lamW Rp ? -loo?u?ds ?eo?e7.3
' N ?' I i t it /? N T to I S?? I N ? A°s°¢ and 8???$
i' ? ^o;?? ? 4kh I N " obo & lnnob.8m
+1i o
2 a. I m I .8 ' y., E mm C,
.tl ?S n ?
,,' .tn rNn - _80°2"22W M Rv > W ?N
5
87.40 IT
°ID ?. jIR t7) Lyl
N
? III N I o
*g, III ti o og'Kn? $n??
?? a` III cn W+ jgo°F
I? I J$ `ln p II ° iN '1 .off ??4
'?I'=,o I za Na, 11$ o $ii Y? w rl -? ill i W? y m?noboueob'au8
ON m I I I N v
t :y 48 3 a '
' om Zw ? J`" °III .l I 4?6; U ?-2° ? ? o= 3n
10 K ~ {'? 'w° I ? ''? / Iil l ° M M r?q 8 ?? mFObB?'? add Sm???e
??8e a =a1_ 1 ? I r l '- N* aoboud_ '"?ob&orc__
ao ae a r I oNn M N
F Y O ,?' ; 55N ?? ?. ti I I w N 1n ?
N?1tD ? eD I J J •- i I i ? O
11+II? $? p a I °c?a N
i ?
' \ g ? V Lev
z ?I
t Jdl I ?N$ I Ilgm I O? J I -_ ___
` OI C} 19 I 111 15?W l I it>/n m J
a V ?I
<' ` o m`n ?J - N&6?02!g7?? ID _---- -- LLI ; , o?lll a i SIB ' ?; "?°^
3 ?,? D o '^ BtFT ? I t s ? !,?'
+
s ^ II I ?i
p-
r I LL i
w J ,\a OF .. /Wa°,'a a? i. t'?? I II l J`
} f/ 4 \ d" I $ III .u I'?/a?•,,?iv
in? , zm h I I I I I DOJ
AVEL' 03 m I I (.
_ ?o n co <?I I N 120 SO ??
.\Q l_ >zm ? II k1 1
N \l IN ?
1
I 1 ??
p.., .. °v I I. C9 I
00-hIOVIS -7- 3N/7 1401M
66/LI/8
ysd
•90Paa\u6p\0b010£\ 1, \VE
bm
0 /10
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Site 1(Outfall #7) Existing impervious area(roofs, drives, and Evans Rd w/ sidewalk 2.1 ac.
Proposed impervious area(existing impervious area plus addition Evans Rd w/ sidewalk) 2.8 ac.
The total drainage area discharging from Evans Rd. is 5.6 ac(too large for treatment). The
difference in elevation between the grass swale and the stream is 13 ft. The best method to
discharge this drainage without eroding the buffer is to pipe from the grassed swale to the
stream. This method was discussed in the field with Steve Mitchell and agreed upon.
Calculations for the design are included with the application. No mitigation is being considered
because both Zone 1 and Zone 2 impacts are considered allowable.
Site 2 (Outfall #9) Existing impervious area(roofs, drives, and Evans Rd w/ sidewalk) 1.10 ac.
Proposed impervious area(existing impervious area plus addition Evans Rd w/ sidewalk) 2.20 ac.
The total drainage area discharging from Evans Rd. is 4.4 ac. The design at Site 2 has been
designed to compensate for the proposed impervious area increase at this outfall as well as a
portion of the remainder of the protect. The 2.20 ac. of impervious area will be filtered in a
220 ft grass swale located perpendicular to Evans Rd. approximately Sta. 50+00. The swale
will consist of 2 parallel swales for a total of 440 LF of treatment. The difference in elevation
between the grass swale and the stream is 12 ft. The best method to discharge this drainage
without eroding the buffer is to pipe from the grassed swale to the stream. This method was
discussed in the field with Steve Mitchell and agreed upon. Calculations for the desimare
included with the application. No mitigation is being considered because both Zone 1 and Zone
2 impacts are considered allowable. The remaining 0.60 ac. of treatment will take place at
Outfall #4 with a 60LF grass swale.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Page 13 of 14
OUTFALL SUMMARY
Outfall Impervious Area Total
*Existing Additional Drainage
1 Existing 24" RCP discharging into undefined channel 0.02 Ac. Proposed Area
Proposed inlet pipe extension (From Proj.) 0.01 Ac. 2.5 Ac.
(From Proj.) (Total)
2 Existing 24" RCP discharging into manmade ditch that extends 0.53 Ac.
to a first order stream
Proposed outlet pipe extension 0.32 Ac. 1.76 Ac.
3 Existing 18" RCP discharging into manmade system that 0.47 Ac.
extends to a first order stream
Proposed additional CB's to 18" RCP 0.20 Ac. 0.67 Ac.
4 Existing undefined channel 0.25 Ac.
Proposed 18" RCP and CB's with 65 LF filtration swale 0.36 Ac. 0.61 Ac.
5 Existing 18" RCP discharging into undefined channel 0.65 Ac.
Proposed additional CB's to 18" RCP 0.22 Ac. 0.88 Ac.
6 Existing sheet flow along Cary Pines Dr. into manmade system 0.07 Ac.
that extends to a first order stream
Proposed additional sheet flow along Cary Pines Dr. 0.02 Ac. 0.09 Ac.
7 Existing nonfunctioning roadside ditch associated lot graded 2.10 Ac.
Proposed additional CB's to 24" RCP with a 24" CMP
w/elbows and MH to prevent erosion through the
buffer(per Steve Mitchell field visit). 0.70 Ac. 5.59 Ac.
8 Existing 18" RCP discharging into undefined channel 0.25 Ac.
Proposed additional CB's to 18" RCP 0.32 Ac. 0.72 Ac.
9 Existing ditch that extends to area filled by property owner 1.10 Ac.
Buffer at back of property Total Drainage Area 4.4 Ac.
Proposed additional CB's to 18" RCP with 220 LF filtration swale
to a 18" CMP w/elbows to prevent erosion through the
buffer(per Steve Mitchell field visit). 1.10 Ac. 4.39 Ac.
10 Existing sheet flow along Dynasty Dr. into manmade system 0.35 Ac.
that extends to a first order stream
Proposed additional sheet flow along Dynasty Dr. 0.15 Ac. 0.45 Ac.
11 Existing sheet flow along Rochelle Dr. into manmade system 0.04 Ac.
that extends to an undefined channel
Proposed additional sheet flow along Rochelle Dr. 0.02 Ac. 0.06 Ac.
12 Existing 15" RCP discharging into manmade system that 0.55 Ac.
extends to a first order stream
Proposed additional CB's to 15" RCP 0.07 Ac. 0.62 Ac.
Total additional impervious area 3.49 Ac.
Additional area to existing manmade systems to streams 0.76 Ac.
Additional area to be filtered 2.73 Ac.
Total lineal feet of filtration required 273 LF
Total lineal feet of filtration provided 280 LF
(Outfall #4 65 LF, Outfall #9 220 LF)
*Revised to include total residential lot impervious
DWQ Project No. 1? ?b 3 - / ) `S?
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION
15-
Project Name :
Contact Person: fin ?4L°
Swale ID: b r L L I
Grass Swale Length
Tributary Drainage Area
Impervious Area
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
Steepest Effective Slope
Cover Crop
lete the following information):
W I1(J °1A1 Lr1
Phone Number:
LS ft.
ac.
D • ac.
U- fps
_ fps
ratio
ft/ft
iJ b"5
II. REQUIRED ITEMS CHECKLIST'
(at least 100 ft. per tributary acre)
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
(2 fps max.)
(3:1 min.)
(check dams may be used)
Initial in the space provided to'indicate the following design requirements have been met and supporting documentation is attached. 118
iequi/e/l7enfh88,70tbeen /l7ef, attach a/7 exp/anafion ofwhy. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Vegetation Plan provided on plans
JIE?iA3'f?/ ilOWO4 61:-, The underlying soils are permeable and non-compacted
Swale carries only stormwater flow
Water table depth is greater than 1 foot.
Plan details for the Swale provided.
Plan details for the inlets and outlets are provided.
Check dams provided.
The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No. b 3 3 ° 1) J
DIVISION OF WATER QUALITY - GRASSED SWALE WORKSHEET
1. PROJECT INFORMATION (please complete the
Project Name : ey),Yw5 1? 1? wiloc
Contact Person: n XA- 5r/ i -iin
Swale ID: t,C. ,1 jottff
Grass Swale Length
Tributary Drainage Area
Impervious Area
Max. Velocity from 2 Yr. Storm
Max. Velocity from 10 Yr. Storm
Min. side slopes
?ZD ft.
" ac.
Z 1_?, ac.
information):
Phone Number:
fps
Z,vl fps
3 f ratio
Steepest Effective Slope ft/ft
Cover Crop ?a 175
IL REQUIRED ITEMS CHECKLIST'
(at least 100 ft. per tributary acre) 2
(on-site and off-site drainage to the swale)
(on-site and off-site drainage to the swale)
(2 fps max.)
(3:1 min.)
(check dams may be used)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. /f,?
requireme/Ifhas/IOtbee/1 mef, 8&ch an exp/anafion ofwhy. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Vegetation Plan provided on plans
The underlying soils are permeable and non-compacted
Swale carries only stormwater flow
Water table depth is greater than 1 foot.
Plan details for the swale provided.
Plan details for the inlets and outlets are provided.
?- Check dams provided.
The operation and maintenance agreement includes annual erosion and vegetation repair, and at least twice
annual mowing.
G/?t The operation and maintenance agreement signed and notarized by the responsible party is provided.
V
C r4AT/ TD vv N-- 6 tc- C AYL,i'7 / tpdl b P CY 0'!* UV WC
Q l3A
Z M M
OR
;„ u> > 0 0

....? w
.
F:::::

NI O O O O

Il U M

w rn
In
m o Y
M
O rn
In
m Y

O rn
fA
m rn
N
m

`.> s: F ? ?

(w:: w w w
w z Y U N
> LO O 0 N (MO N (D
2
(9 U
cm
v
N
Cl)
"
It
N
(q W
W
U
:
`::::
:::::
::
:
: :
:f:::::?:
::::
:
::::::
'?G:G:%; :
:;:::
.:.:.:.:.: .
:.:.:.:.:-::
::
::.. f.....::.:: .:?::::. ::::. ?::: ::: ::.? :::::• :.:: •:.?:.? :. :::.. :::: ::: ::.? ::.::. ... ......... ..::.. ... ......... ........ ......... ......... ......... ........ ......... :.....::.
D»
Q7?: ?
:?::?i;
::?; :
?::?:G?

.:::::: : .... ...: Y

OD LO LO
C? N M O
0) O ti
04
N (N (N (N . M Cl)
(N

.:?:: M O M
N N M
O O O O

?Ti O
ti
N
O
V
E:; Il OD r
co ' tri
«E <QE<

»WS Q c°o t`nn o aNO v m LO
N O 0 - O (V

.`.. :. C O O O O O O O
O 0 6 O O O O

N N N O 0
O
C',
O
O
0 01 O O- O O

$ O O O O O
O
O
Y (N N N cN cN m M

0 LO
( OD M N
(Q r
>+ 0
0
r O
( D
1 D
N
N 0)
M
O
tt7
O
O ? O 7
0 0 O O O O
,^ U

Z 0 0 0 o O o 0
m
O C7 C) M M Ch N N

`
i?
? N
o) -d O
II II O
M Q) m 11

? m m m m m
- to
Q
V °?_
co La)
C, 2 cu cu w
o Z co
?
O C
V W
N Z a J $ N 0 0
N C)
LO
U') LO
CD U')
(D
Q
W N N

1i O
a v
Q C
U C U J J J J J J

2 t6
W
lf? O
J
V O

H N -1 C
O O
?J
CMOJ (Y)
J
J
0LO C) 0
mM
N } O LO + F + FQ NN N

O` - NI--'
(14 -
04 - N
Q
o
U Z
O
F- v v It v ?r
Of F- F-
w F-
w F- F- F-
Lii Z C) 11 Z w w w w
? = _ _ _ _ _
Q
o (t) U) U) U
a
a
N
v
N

N
X
G_
L?
v
NI
U-
0 et O at qe d M
N
I d U ? N O M V) w Q 0 ! a! N
F
-
W N N N C4 N N N

2 -? 2
(n ? 1-
0 0

U
Z
U'
W = U ? 000 0o
0 to
OR
w
0
00
D U o 0 0 0 0 0 0
1
LO
Cy
1 v> 0 0 0 0 o O o
' w Q V tt? LR Lq ?f!
V, W c6 O O O O O O O O

I
Z
i
?
O z

O
Q .Lc CO 11-
? (o
T to
T (0
T co
T I-
1?
J Z
? (6 4 6 (6 4 6 C6 4
°
o
?
d U
V
J

Q U

.? O
o
0
o O
o
0
V o f O
T 0
T 0
T O
T O
T O
T O
T

W
o
o
?
OC ?
Q
1 O
++ c C L
L L T O
T N O
T O
T O
T O
V N
w V
(n cu
"- LL LL
-
W
U
L
w n
J
c f_
O
Q =
-0
2 U ?
O

70
p
V O
U
O
ca
U
J
J
J
J
J
J
?
p O
O O
O
J
C
Q Q >
N
o U W D
Z
O

a
p p M
J
M
J_
M J
M
J
Lr) O

LO O

U ca CU
( Q
N ~ Q
N~ 1 Q
N F Q
F- d?
N N ch LO
N N
W Z JA
co
F- U)
Q
X
1
N
a`)
(2
s
Evans Road widening suggested lingo

Subject Evans Road widening suggested lingo
From: "Todd St. John" <[e-mail]>
Date: Thu, 08 Jan 2004 10:26:33 -0500
To: Cyndi Karoly <[e-mail]>
DWQ# 031151
"The proposed treatment swale is of adequate length to accomodate the tributary
drainage; however, additional treatment for at least 0.5 acres of impervious cover is
required to account for all the new impervious cover generated by the project.
Additionally, please fill out a worksheet for the grass swale avaialble at
http://h2o.ehnr.state.nc.us/ncwetlands/swalewks.pdf. "
i guess you could use that as a condition or an on hold...
the file is in your box...
todd
1 of 1 1/12/04 2:12 PM
What else
Subject: What else
From: Steve Mitchell <[e-mail]>
Date: Mon, 05 Jan 2004 13:38:18 -0500
To: Cyndi Karoly <[e-mail]>
Davis Commons 03-0980 Recommended issuance of general in September, why is it
back?
RE recieved' 03-1151 after November 13 comments-about-SW treatment on-12/1
'?WOL , "? ? 1(-0 (0?
1 of 1 1/6/04 9:44 AM
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Steve Mitchell
WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Evans Road Widening (SR 1653)
Project Number
1151
Recvd From APP
Received Date 9/15/03 Recvd By Region
Project Type road widening
County Wake
County2
Region Raleigh
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
14 Stream ©7 N F 2?-45-10 I (7 _ NSW 30.404. F
F_F_ P-770 _N NBR Buffers FT-0 ? ???? 30.40. F_ r ? r
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue O Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
November 13, 03
Todd has stormwater...... ifand when OK w/him........... Issue
RE RECIEVED 12/1/03 WTF
cc: Regional Office
Central Office Page Number 1
imap://john.dorney%40dwq.denr.ncmail.net @cros.ncmail.net:143/fe...
Subject: Re: DWQ # 03-1151 Evans Rd. Widening
From: "tina swiezy" <[e-mail]>
Date: Mon, 12 Jan 2004 07:35:31 -0500
To: "John Dorney" <[e-mail]>
CC: "Kyle Hubert" <[e-mail]>,
"Brian K. Skinner" <[e-mail]>
Thanks for getting back to me so quickly.
"Stephen Roberts" <[e-mail]>,
However, with regard to the amount treatment - we have provided (as discussed with Todd) a parallel
220 LFswale for a total of 440 LF to filter the 4.4 ac to the outlet. More than the 273 required for the
additional impervious created by the project.
What am I missing here?
Please let me know if just the completed worksheet is required or if there is a misunderstanding.
We will send a completed grassed swale worksheet over right away. Once this question is resolved.
Tina
----- Original Message -----
From: John Dorney
To: tina swiezy
Cc: Steve Mitchell ; Kyle Hubert ; john.hennessy ; [e-mail]
Sent: Sunday, January 11, 2004 1:24 PM
Subject: Re: DWQ # 03-1151 Evans Rd. Widening
okay i have the file and have reviewed it.
todd st. john has reviewed and has the following comments that will need to be addressed:
1. fill out the grassed swale worksheet on our website so we can be certain that they are designed to
DWQ's criteria (we think they are okay but need to be certain).
2. there will be 2.73 new acres of imprevious surfaces but you are only planning to treat 2.2 acres
of impervious surface. you will need to identify another 0.53 acres of impervious surfaces that are
presently not being treated and treat that area as well in order to meet the objectives of the buffer rules.
once these issues are resolved, we can issue the 401. call me at 733-9646 if you have questions but i
will be almost impossible to reach this week. good luck!
tina swiezy wrote:
Mr. Dorney,
Just a note to check on the newest status of DWQ #03-1151 (Evans Rd. Widening).
Mike Horan stated that it was under review by any number of people. Steve Mitchell OK'd it in
November. We sent a new signature sheet in on Dec. 12th so that the page numbers in the
application for the revision in November was correct on the signature sheet. It is our understanding
that all requirements thus far have been met.
1 of 2 1/12/04 8:26 AM
imap://john.dorney %40dwq.denr.ncmail.net@ cros.ncmail.net:143/fe...
Subject: Re: DWQ # 03-1151 Evans Rd. Widening
From: John Dorney <[e-mail]>
Date: Sun, 11 Jan 2004 13:24:46 -0500
To: tina swiezy <[e-mail]>
CC: Steve Mitchell <[e-mail]>, Kyle Hubert <[e-mail]>, "
john.hennessy" <" john.hennessy"@ncmail.net>, "[e-mail]" <[e-mail]>
okay i have the file and have reviewed it.
todd st. john has reviewed and has the following comments that will need to be addressed:
1. fill out the grassed swale worksheet on our website so we can be certain that they are designed to
DWQ's criteria (we think they are okay but need to be certain).
2. there will be 2.73 new acres of imprevious surfaces but you are only planning to treat 2.2 acres of
impervious surface. you will need to identify another 0.53 acres of impervious surfaces that are
presently not being treated and treat that area as well in order to meet the objectives of the buffer rules.
once these issues are resolved, we can issue the 401. call me at 733-9646 if you have questions but i
will be almost impossible to reach this week. good luck!
tina swiezy wrote:
Mr. Dorney,
Just a note to check on the newest status of DWQ #03-1151 (Evans Rd. Widening).
Mike Horan stated that it was under review by any number of people. Steve Mitchell OK'd it in
November. We sent a new signature sheet in on Dec. 12th so that the page numbers in the application
for the revision in November was correct on the signature sheet. It is our understanding that all
requirements thus far have been met.
In Todd St. John's absence we did not know who else to contact.
Please notify us our current contact for the above referenced project.
Thanks,
Tina Swiezy
1 of 1 1/11/04 1:25 PM
OC/7 014
ll/?8 /2cc 3- ! ---
--- ----------- ---- -- - - ----te IOi?cc -- 2-3- -- -- --- --
V
--- --- ------ ---? f/` ?Lz-coq,--- Gu - ----- -- - ?? c? -- bG -- ---- - ----

2;73 2-,2 = /®,5

MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Steve Mitchell
WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Evans Road Widening (SR 1653) County Wake
Project Number 03 1151 County2
Recvd From APP Region Raleigh
Received Date 9/15/03 Recvd By Region
Project Type road widening
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
14 Strum O Y O N 27-45-10 I NSW 30,454. F ?- F- r
NBR Buffers FT _o N ?_F___F_F_30,404. F_F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N Recommendation: Q Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
November 13. 03
iill as stormwater...... ifand en:iDK v ......Assue
,10 cc: Regional Office
Central Office Page Number 1
WP'`•ar-J•i•••00omv00000es

C
1 V?
0 CV

O3 Z-? il??

qg?

V-? Qa???,?P

C?

5
ru4
-

Triage Check List
Date: Project Name: G L
DWQ#: 23 County: A_,1)4 ?.
To: ? ARO Mike Parker ?' WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
RRO Steve Mitchell
s Telephone : (919) J
?
From:

The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
FTAre the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
154-Is the application consistent with pre-application meetings?
? Cumulative impact concern
Continents:

o
v ??
E-12 11

November 18, 2003
•

Mr. Todd St. John WETLANDS 1401, CROUP
Rummel North Carolina Division of Water Quality
, 2321Crabtree Blvd. #250
NOV I S
2003
Mepper Raleigh, North Carolina 27604
&. Kahl, LLP V?ATER QUALITY SECTION
William K. Hellmann Reference: DWQ # 03-1151 Evans Road (SR1653) widening in Cary
David W. Wallace Town of Cary Proj ect No. 01-015
Stephen W. Kagay
Robert J. Halbert Dear Mr.. St. John:
Stephen G. Zentz
J. Michael Potter Attached is the final information you requested to process PCN #033-1151.
Included are full size sheets 6 & 7 of the drainage plans and seven half size sheets 6&7
Charles M. Easter, Jr. of the plans with copies of the summary of the twelve outfalls for the Evans Road
John G. Mintiens Widening Project including the associated impervious area treatment and supporting
Joseph A. Romanowski, Jr calculations. Also, included are seven copies of the revised PCN, the Site 1&2 permit
Michael L. Krupsaw impact sheets and Buffer Impacts Summary for the permit package. The telephone
James A. Zito memo summarizing the revisions requested is attached.
Geoffrey V. Kolberg
Lars E. Hill
J Tommy Peacock, Jr. It is our understanding with the completion of the attached information the
Michael W. Myers design is adequate for permit approval. Please call if you have any questions or need
Martin C. Rodgers additional information.
Kenneth A. Goon
Richard I. Adams, Jr.
John A. d'Epagnier
Barbara J. Hoage
Christopher F. Wright
Very truly yours
Owen L. Peery ,
Nancy R. Bergeron
Stuart A. Montgomery RUMMEL, KLEPPER & KAHL, LLP
David G. Vanscoy
Henry J. Bankard, Jr.
Peter C. DAdamo
James F. Ridenour, Jr.
Tina H., Swlezy
PE
Robert J. Andryszak
Raymond M. Harbeson, Jr ,
Project Engineer
Thomas M. Heil
B. Keith Skinner
Thomas E. Mohler THS/ts
Karen B. Kahl Attachment
5800 Faringdon Place cc: JTP
BKS
Suite 105 KSL
Raleigh, North Carolina SER
SER
27609-3960 THS
Ph: 919-878-9560 K
yle Hubert (Town of Cary)
Fax: [phone] Mike Babuin(Town of Cary)
www.rkkengineers.com Randy Boyd (NCDOT)
F:\WORD\DOCUMENT\301-040\Corr\PCNOFsum.doc
Baltimore, MD Raleigh, NC Concord, NC Virginia Beach, VA Richmond, VA Staunton, VA
Dover, DE York, PA Norristown, PA Allentown, PA Keyser, WV Washington, DC
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information WETLANDS/ 401 GROUP
1. Owner/Applicant Information NOV 1 8 2003
Name: The Town of Cary - Tim Bailees
Mailing Address: Town of Cary WATER QUALITY SECTION
P.O. Box 8005
Cary, NC 27512
Telephone Number: 919-469-4030 Fax Number: 919-460-4935
E-mail Address: [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Tim Bailey, P.E.
Company Affiliation: Town of Cary Engineering Director
Mailing Address: Town of Cary
P.O. Box 8005
Cary, NC 27512
Telephone Number: 919-469-4030 Fax Number: 919-460-4935
E-mail Address: [e-mail]
Page 5 of 14
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Evans Road (SR 1653) Widening Project in Cary
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN)
N/A
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Raleigh take I-40 West to
North Harrison Avenue. Take North Harrison Avenue to North West Maynard Road. Take a
left onto North West Maynard Road and proceed to the intersection with Evans Road. This
project begins just north of the intersection of Evans/NW Maynard and continues northward
along Evans Road approximately 0.9 miles to just north of Rochelle Drive.
5. Site coordinates, if available (UTM or Lat/Long): N746494 E2060631
6. (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
7. Property size (acres): N/A NCDOT Right of Way
8. Nearest body of water (stream/river/sound/ocean/lake): Tributaries to Reedy Creek
9. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 14
10. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Land use in the immediate project vicini is primarily
residential (Subdivisions and single family homes directly adjoining Evans Road). There is
also one (1) church and one (1) school along Evans Road within the project limits.
11. Describe the overall project in detail, including the type of equipment to be used: This
project begins Just north of the intersection of Evans Road/NW Maynard Road and extends
northward along Evans Road approximately 0.9 miles to a point just north of the Rochelle
Drive. The types of equipment that are needed are backhoes and bulldozers.
12. Explain the purpose of the proposed work: The primary purpose of this project is to widen
the predominantly 3-lane section to a five-lane curb and gutter section to improve traffic
carrying capacity and to reduce the accident rate primarily due to left turning movements.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies. of previously issued permits,
certifications or other useful information. Describe previously approved wetland,. stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
The following action is under revision - USACE Action ID 200320139, issued Feb. 26, 2002
stated "The proposed project does not impact jurisdictional waters or wetlands". The two
streams included in this application are jurisdictional, however, minimal impact calculations are
required for the proposed work The proposed project will have less that 1/10 ac. or 150 ft. of
stream impact t each jurisdictional stream due to riprap installation. During our site visit (July 8,
2003) with the USACE and DWQ, the USACE representative, Andrea Wade, stated that the
proposed work required minimal impact calculations and that she would revise 200320139 to
accurately reflect the site conditions (Nationwide 14) That document will be forwarded as soon
as it is received.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Page 7 of 14
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Riprap fill will be placed where existing drainage discharge is directed into stream at Site 1 and
Site 2.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres) Located within
100-year Floodplain**
yes/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hqp://w,,vw.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
Page 8 of 14
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 Outlet riprap 10 N/A 1 ft. I
2 Outlet riprap 10 N/A 1 ft. I

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uszs.zov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.n=quest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Wat) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
Page 9 of 14
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The current outfall conditions at each site are inadequate. The original drainage swale has been
ies. The
blocked and does not have adequate access to the outfalls through the adjoining propert
proposed construction will allow the drainage to pass through the adjoining properties to the
existing outfalls with minimal impact to the properties and the receiving streams.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/licwetlands/stnugide.html.
Page 10 of 14
1. Provide a brief description of the proposed mitigation plan. The description should
provide as much information as possible, including, but not limited to: site location
(attach directions and/or map, if offsite), affected stream and river basin, type and amount
(acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or
preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation
easement, etc.), and a description of the current site conditions and proposed method of
construction. Please attach a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the
NCWRP at [phone] to determine availability and to request written approval of
mitigation prior to submittal of a PCN. For additional information regarding the
application process for the NCWRP, check the NCWRP website at
hqp://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check
the appropriate box on page three and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Page 11 of 14
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 2845 3
2 1110 1.5
Total 3955
Gone 1 extenas out su teet perpenatcuiar rrom near oamc or Gnaruini; Guuc c UALVIlub QLl
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
Page 12 of 14
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property. 0.7 AvZt/
Site 1 Existing impervious area roofs drives and Evans Rd w/ sidewalk 5 ac Pro osed
impervious area existing impervious area lus addifign Evans Rd w/ sidewalt) 2.2 The total
rirninnuP area discharging from Evans Rd. i 5.6 ac. The difference in ele do between the
the buffer is to pipe from the grassed swale to the stream. This method was discussed in the field
with Steve Mitchell and agreed upon Calculations for the design are included with the Z
application No mitigation is being considered because both Zone 1 and Zone 2 impacts are ZI r
considered allowable. 0;1 ?
- - - - - --?---r _. 7 Lam, DA -/ ?;.a-lt?N Gf1 F, - \ Dv^" oaA il4
;YTl11PYV;l,„? nrPn(Pxictina imnervious area nlus_aAd it on ENans Rd w/ sidewallb 1.66 ac/ The total
Rd.
I ` 1'9 0
VV a XII. Sewage Disposal (required by DWQ)
y 9
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
• N/A
19 XIII. Violations (required by DWQ)
v Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
5
`Q V'Jls 'this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Page 13 of 14
stream This method was discussed in the field with Steve Mitchell and agreed upon.
Calculations for the design are included with the application. No mitigation is being considered
because both Zone 1 and Zone 2 impacts are considered allowable.
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 14 of 14

Z

W
LL C) 0-
>
>
ED
O
¢ F- O m
U
LL W N ?"'
Z O _
oa ?U

¢
U
Z

W

0 ?^
F- 0-

`
co C > ?
Z V t0
O

ce)

CL

x x

O
M

C75 -M

a? a.

F-
0)

Z Z

w Ov

C
W G
LL W

r
d z

O
F N 0
O?
F
J
O
mQ N C
W
Z ?

0
0
w ^
,
O
?
} N
Q J
¢ ^
co
co d:

V1
O ? N O
N m
I- W r-

Q
Q
j N
W
O O Cj
O
.
- ?
V) N
Q ? c i '6
u

Q O ? N

J
W
?
<
LL W
? a
Ll.

m Q co
OU)

U
z0

Q O ?

m ?

J
J
W
N

W W

U

Z J
a
N
F O
«i
O 0,
dS\301040\dgn\permlt06.psh 8/17/99
r
096
a ?4T'
1 1' I' x i yy'a // % Jy 21100
' !I L'Z9b x •b a+ / ??''
1
i
i
,
r I 1
ir?
Z b9b
? \ I
1 1 ?? ?y Sb / m \ ??! ? 1
i ?I \V1 ? ?? y„ j 1 .ii W d NO t m ?
Z
04
?
i
Sb .6111
? /i?1
,
1q/1
II
/
I j oll n
II _ 35
- s
c . Z ..
?I l
I _
I , I , 1 / I A ---
I
i 1 I ?\ I
ala?°VNi "
o i II \ \ a /
I
I^
: r
x
III
i
` t / l I i o '?? I
: i
S
i ' II
St7
? - t . _.._._.. ? m ? r 1 ' I' I ,III ,` I ` `??`, '/N ,"? ' I
Onm N ? ? o I 11 I may.. O ?- '
?
?
?
_, -... - - >m I I I 1
O O
V1"Nla
c ? + II ? I III .I, .' I
a? IV W i 1
r
.. ... _. `.. ?? 1
b ?
"- ?.? O b ...., ?? ". ?? w o ' u, I IIII 1 _...._
?
9
Iln
-- ------------ ------
?
/ ?` r l 1 N
99
. ? I
11
II
SIM
A '
-t?^ 1
z z
? .
co ED
'N
M
I- F- y =° o x
o o ebb
Q o p r ',?? r r
_ • D
A Z C ?7 D D
= p ? b D D W QJ
Q R7 D Z IQ Z Z m m
O 9 O b mCCO l900
C) Z D J "? -h 'TI -h "i'1 D D
y? a m Re C+ m C+ m n n
Y N C B b p x N V' N
N N N N
o m to 3 0 3 Z z z
1 m m m m
W O r, N - J
ID N
DI N i "
0
1 / 1 . .....................__..._.. ... _... _..........
I ? o
Illq
Eb ?
?
to I II 1 i ' ,I .?<?]'•?w
'' N W
? I I; 1, ? n e
I i \
F
moo( 1 1 5 ? '' /N: d •\ • ? , I o
Y ! I `
g of ?1 1 , ? .• ?? _.-_ N
i.ll IIII I `, I '
? N ? t
?1 I\ 1 I11ty I' erg o
\\ y\ \ \\ \ -SIN ? . ...
ySJ . ?y ? \ O
00
aim \ \ \Cj. .?.? ?`? ?``r•:y sZF??
Q,aT?\ \ \\. \ 3 // / :(^. Wr p.p ..^O Iii
m i ,\ \
NN m\ I\`?` \\\\ 'fa O °
'a••,... o,??,,Ls•z3
00+ (A 10,
O
z
x

SL`s .? wm a Q?
?a ........ LU
t ??p•V ':?j?•s
ST P•.43+00
t;
MP-f?H vNE ' \ \\\\
\ y -
m la \ \
e 11\ \ o
?Mll 1 \
I\\ 21?\I\ \1
11 ?+ \111 1 ISM ??
1 1111 1
W•
213A 4 RY
o ,oN ... ?,•' /
scp
C54
p8 N
0
CL
c rje r
C4
z
22,) 00
/0 (V
^ i
3-v
_t t0 -\ u M
L
Ot
N
N
`w ?v k 1 I;
?? ,NS 1 I I to
1-°
? •II ?
1 II 1
1 II 1
1 I 9 _ 11 -1.11 1
m? l?m
W
W -
d?W
2 2?
ti
m
I
1
1
Z4/
N
11
Z
AIR
1 1
1
H CONtn"
ORNE
Ijl
I I
7
U-
1 III
IW III
.' i III I
ijl I
I III I
I
III I
III I
_? I IIl l I

N 0
m

r
- N
W
w
••
w
O n
0 p O E O E y F
NN N? W l
1,
5
N
N N
r-
a to
I-
a ?E
w "
? a: T
w
N
L N
ti VI
Q
Wa
LL L 3 U
CL CL Z:)
co CD :3
00 al 'o
J J
z M
Z N
P. QI
OZ U GL
O
co m Q ¢ w ; Z=
Z
3 ig:
0
¢
¢ J
y it
0
J
J
Cl-
O_
C o
Q Z
a
O
a a =
O F+
O
W
m
in J
(<<<t
<<t
co N
m Fr
cu? tt

1 /
o I Q,4
I e
ro / /
NN I I J / /
1<°N Y
I ??? I I L?Bp?
1 , ?Y
I I 4?1$ ?•
1 1 I . i
I
I II
1
II
k
I I w Q?? ?? eo
I eW /?
? / %? 66J
L5 C48
A
11
ti
rp o c?
M I UN
!+/ J f?i? •NN ll 'F
N I 0v
00 NJaW?
N I I M ?I WU ?-
OI , I I
I I J V
1 i
j1
II
1 J
I I '
1
I I N
I I J
Z
W? ?8
a zg
am '•"5
O? i
z8 as
W
? SI
Ilm O _
I
CRAV 2, ;' I I ?I J
N I LO
IIJ
fill
ITS I III
i
s . cdf ?? < I it b
II I I • ?
Ilo I II NO
it
I? it
I 4
/if I III
I 1 1
I ? II I 1 H
1 ? W
1 I ?
fll 1
l l l/ 1 1 NN V P
/ / xQ( j 1 • Z W \ ? \
vY/ 1 ?
C AS
L40
ca?/ / / / i a?' O
RC
y`?•lb?y
n
0
ysd•90ylwaed\u6p\060I0S\SONV
£00
Sf' ?_
_ a a
C\j
- 01
C\j
?`w?O\'r?/Wa1p d• ?i H ------------ i ; J Z Z Z Z ?1 0
QKO?W ?? •? '-..._ f'r fj `' ,+` OOtbS •b'1S O O NN H to
n I A CD th N V•1
-:7N
x ?i`'d bd •la'"F ?' 'I ; ,`' , , I A47•1d v I In In cr 1/I
, w
U U +> +,
? Q
--
CL a- D D
_...__. r / . ,
it l f,r - co 0 co CD
N al W d 0 ^Zi
f ,•,,......,~••?'•..,• Z Z 1,1z, O U GL ['
,?, ?.:?y\.- d,,?'6• ` i `'` t , / /' ill I J / m 1 a 1 Q? L7 i? U I ?[yy?.
O ?M?C:cS w:W: , I ! , , 1 (ll l I Q Q I ?'Ti \ 1i
>- y z s a •JC ¢,ii : of - / ` , , + / ,' i J C.1 ? 1 ? Z I-
3Z=? bow ``- f ' ' / `' 'r ' .r r•d-% l I O O t ¢ Z • C Q Z
pW °ad0 ?...... . `0t w°i' l !` 1 0 96 L. Q
.•..••.. 0
OD W
CC <
U s PLO .' 0 i' i' I / l l I q Q <<<i< Jii i 41 [?] C;L r rim;! r-
0 -- / , PP JJ l.r' I I i ; ' < < b' r'I rl F- L?
zz
a Z.
21 Z
.°? NAcGRIp N d z g
83 pl / II _ -- --- -------
- / O g ..] Z
450
1 12 I -' -- N z s W
a g
-, _ - - a
_ ,
--- -' I It I
_... l -......__
Zo I mll l i/I / A40 ?_ _. _.. _..._..__ Y? -
Lill.
J / {,-x]11 L
J
J_? /flp Z, , •Y ' l ` //lrI/r .. J`_
-za
! J( i17
r
J ' J E
J ,
11 'B J /' 0 I I'l2l r' I!'1?,,, 1 ?,?,/?.. -_........_ _......___..-_ -._.1LL N0-_• _.._?.. _ .• , ? ,'
k p O _ -
r ,
' ru
J .- I f rL -
I '
r
s / / ; J ? • 1 11 SL t i. ? iW?l, ?, f?l ,ice , t9•' ?,?` '.•...
•/ M --
? , - / --'_,`__ i NN II (l?ll / '• , ''1 ? ,, 5, l s ` _
l
_? , / `.t ', omo III = ? m t ', ?', t`a, `, : ?`, ''L `?` • ? , ?$ _ - - _ -_
t im,°o v+- I tin ? i p?? `, •` ,`?' ? .S ___ ___ [?9 -
p M
1 ?, '?`, ``,'-` . 3? a ?Ili?li I li II? i? ?', i I 1 Q?_) UI / •'? \ I '• < ' a,., ,
IN,
U? - mI ICI` a "' : Q-
, A
--- - a ;I ?' - f4 .
..I
_
/bU -
I
N
_.._- ? I III I 1 'ri \ ? ', ? \'•? '', ,`'
0
I 1 `I ,
I G
1'
B20 C
p O om "J , 1
F„mW
I r . ?
o ,
IN.
h
!+ f i I ' ?9 •IU ', `t yZj ?,,J t
W` X
0-41
rl ; 1 1 ,? 1 M - ,
2 11 ,, / I d m
,® II
(- ?+1 1 1 r, ?a
`\ ,I e ` 5 I '1' 1 N ?
1 1 1
run
, 0. \ 1 \ /v 52,1 ? ;--,-•
'a` -__..., \.1 '`.• \; ..Y I \ 1` , \\` ,. \ y- ?i 1 11l 1 I ` I I r l ,' /
CH LINE -L- STA.43+00
MAT
1+ r
ysd•L0z
Z
.?i w
V as
: r
•:
a
K M J
` •T.L

•'7 ? ?

G yZO.
3=':s Y.p
sa

O
00

Os
? to
O S

0
O
N
°v

c

Q ti
a'
oo ?
Z
?
C-) CY
Zr cc
W
l typ
51116
111PT?N \
1
/om/
595yW ?Q
512 3/ ? ?1?11 1
/,/' 519' zo 1°,. `!
>? 0
omoa ? 1
O , °\ 1
?o-
m
Qa° g\p?7Fj .
-? M
rl
0
5
5 w 6\312Ft rje 1
SA 214E . / 1
? aIQ n _ ?.srx??
=o
pa
LL
LL?r
?Qo
P
\ i iim
1 I ly
r1? \ 1
8?' 1 \ \ 11
1 1? \?
m 1 $Y
u 1 c
? 1 b
1 r? 1 =
y _ 1
1
`-4 111 '-
y4'362 '
N12" F1
3pp,32
----R--?

1
r
m?
WMc
X40.
=w °
a

2
1 ? 1
1 1 ??
- I, J,
?oao W I 58
U
?ma
zyl iom
J WO-
l zZm
Q ?ao
OL
6
OC ¢
0 QJ 1
1
W 1
W 1
N tiN
W K??
W
JmU
a-,a
;o\
?o
'O a
587'18'55'W
\x •? N
z?vo, 23323FT?-
pu.r?
f\ Sy?a \ (V iN
a \ 1
f ,\ N
f O O
N A GRID \ p
N
D 83 Way N
d \ <mg
m-
1X 7
SF
N85' 43"1
446.31FT
?
•22'S5' ?
?,: ? I I
37.42E O -I I I o

?•h `
I
I C4
N
I I
? I I I ly1 W U
I I ?I o. \
I I >3m
IC ?
?I ' ?I Vi'
I W
W 4 ?I I
Q
I I ?
"
- - T -? I°? I ¦?
I
51'55"W
SB3' i
, i p
$
.t ? W I
I
o
V ?' • 1. ?J4 '{
? o
I N
N
Ni
230.4TFT
Y y •1 V C ?? ?? I
' le I i I
XtSTING <N I N
J ?. f
s sr?*ss.?..e
_-SIEVE OVE R
?? NI1
?m F
v
4 `d` M
OF
?m
=WVH
ZO~
O
in
?a
Q
y, u
1i'1
1 • ? \ 1

I 1 Vol I

1

1
A
if
1
• + • a aT
d~
I
t1? 1
1
1
1 ? U

Y/

o?'0
z?'m°
1 ?cs3oa
u.x.°o aR
li "l
dlll? ' 1 I '13 z°o
_k
'II . m
I ? Sao ¦
? III' ' II?III $
1 ? ( I10?1?'•
?I ? I 1
I ? I' I / QI
l 1 ? B9/
/
lei
?g•0 l c 112
k
H?
!u Sgt, sA.
40630 ?9F M
: T
W ?c zo°i
?W .no?ti
N ?rc3°\
0
'wi?Ql
0
a, o
LZ O '
CL ?-Rbrl
N CL t4i
WI A h
W? ?J
r t.Lj
v1? g z u O
0.? s
LL, 4-
LLJ 16
0. ?Y
J
r
NT2.54 F1?/
3py53 - lox
?MN
LL.7
\t?0\
z
N °
Aso 6F1
3?p 9
N1p3221 ? \
1229E
\05 9 1
v1?0? N y
FM_
mN? ? I ?Mg b? ?'{
Z??r M il?' incph
"'°? 1 1 ?iDpRr?
?a? oNd In
? 1 1' V1 y I p I fl M I
? QOvti?m?
MM
1 oma
zo<
No,
1
1 2
n
R/W PER
394,/ PG1680
1??11M fQl?? L }j1?(
>. ? 15DN V'
ye I?11
11J
"?O S
o
It III
a 40.11,E

0
`566
zz •o
M
0010
oa?o
a

? W?vf
N Z
2am0 W?
Q z

Y
?l
l`1

Q 1? t?QM'?M1
o ?to aN?
w I

?1-
G- ul Y
I Q 61
.nNV N
1 AIR, <MwN
ti ? * .tlroa
II I I z? 4 y z?°•„
I I ?a n ¦ ? mti°o
I I I ?°i ?• ? Uao
? 142.88FT 14. IFT
89-14'08'E 157.49FT
I w? 1
? I l a a 1 j1 ,.,
C NMN
m
III ' ? m ?ma
I I I I F1 ... m? ? ? .o
O
1 Ski.
I ? ; ill ? u? ` b? 9g?T? f
I !II ?'I a ?_ NI

....... " °
Z inn
u •" .• ioa
YKK? J y??
I? yZ:? i? . UON
i W. J m
....... S,.
a?a®
V
o?
? o
589.0$39 W
W 21o.3sFT \
J
Q ? Z my
W? -
?oc>
2oa
4`1 ?WViN _
a.°N O
v NAcGEGO3 jaa
h
;
O 41
>I.22FT ? 1
S8g.
P
05 'R 084438ASE HT E 39? =_Z'4-04FT 1 ?/y
or-
„M ? •
U06 ..
W
m. fit
r 1
m
R? 3a°
QQ11 ? j1? 588• g3,22
?V•,??? m? 300.OOFTW ? Gt M
1 ? r r p r a boa ? s 1 Ne
? CQO.III?? ? zm0\ ??
V ? 20
1 ? d ? Y
S87-30
8a? r ?
?1[l? ? 36317
f
I^ p r p r r K W W'
?M
WOd 1 \
zap` O °m
N M YI
,yFN •-!
O?
W m
rao •
d
1 1
v 00'54'W
252.16FT -^
a In I
?-CD
1 ? Y? QaDM
??.?yv?j?7 wo6
N ?
tnprprapr >"ao 1 1
QO?iI?? 0>& 0 568.23'491
-262.44FT
?a V
N
?06 Zd?LL
© 3?0\ OFmo,
aPO C
v ° •oc?31i
?o z
?§ a S70'29'53'W
M8 y24 ?KN I
N 2J1
JLD M Zaoo
jp CS Y0
1`nprprap ¦
$70.27'3
257.53F7 $
Sr
a tON
°06
® 3p\
a•°n °o
000
zo
a
- ? S72- 14.55•W
537.41F T
N a
O \
1
I
I
+ I
1
W \
M 1
s
3 Ft
1
1 ? I I it
f
I r'I
r
JII?
t?
II
II
11
III
III
1
r?
11. r 11
I? I
PI IF I
?tsti'1S _?
3N/? y?1b,
r 1 1
1
` I I r j
?1 I /IM4N
PII I t.
PII? r
I II
I?1/ I1f/ ? .,.
111'
?t
1 /I Ir
I I?oIII
1
l?r•
'1 ° 1 I
1 i •
II /
I r
1 /
1
1 Ll
Ut? gLL
NCL
W? 41(L F g Dr
q W i W I
W? WO 4 Uj a:
4 120
s?s ; O w
N89.06' f V1 (/1 I O I'14
354.5017• W
O
NO ?MN _` ? ? • ? ? ?
wov
N I 40N l1
O
m?a a O Y
k1V a j
nao
Na
?? 1? O?? N89.06'4?•
117' 20_E __
Z" `
' 1 uoa.
1 'zavi
? r N
' dON
9.06.40.£yo
w 206.92"7
1 2 a
OOOQQQ...?
• Z 1,?a{•?1 N
h.
Ya,a.C?,
N ~ m O F
aoJCnw X0_+6 f
J ?? Za?? M'1 umo
_ ?a6 a
N\
'CSC/ 1 Wam zacm
1 Vi.
? T 'a 1 wzp
1
W Q 2
U y
W w
WyQ u
m=
it IL J
III ,I T
11
III n
1 I ?
ICI I
?

II
aT
II

I ? ?
?
?
d
• t? I
I
II 1 ?. i I w
• IT I ? I
i - 1131 Y ?
• fill I11 ?' I
1
1 ' 1 11 IPS ? ' 1
- ? t M
E 11
c°?1 •? ll I'.
8 1 11
"Tp
? 3 d 111. l 11 L,t
w `11 1 '?',
c. all > ,; Ilr
I? a 1 1 5?6
1
• w \ 1 ?1 11 1
LL ?I \ Id
H 1 ll 1?
I 1
1
?® g • , 1
1
5?5 4 11
' 6 • 1 1
Il 1
x ? 1 ? 1 11
1 1 .1
? m I, 1
wl
Fjl
1
1
it
3,F 0 p
I V SZ80d `
38` 1N3vy V3?? Oer
? ?si? ??pd 88 ?
''11's'sT
Q 1
Q Q g N >z°? 1
X47 a ?
T ' w O W01a. O
4 yI? a 1? ? ohm
Z.
-! N72' 54'36'E V L 28-
368 76FT Q
UK
1 > 1 Z
clln0 DaOy,
~000
IW-
cp-1
1 ?0.6 •cU31?
ma°
' N72' 54'36'E
354.93FT
1 ' 1 m' 6 ? °co3
\ 0
P
.Y,7 ? Z?O? tp ?0
=dm0 ? z
_ x 3
o p
N72' 54'36'E O°
338.36FT O_ '^
S
?w 1 o "F. lax _
Mh Z ~?? N YI
S NNm 1" Y W
apN6 ?g N
zm?a d °
€ a° +
?$ P
1
1
11
_?_ S'fp.g3+00
pocill-iE

4sd'C01Lj.\u6 \Bb0T0E
N72' 54'36'E
----? 321.11111
50' RICH?-OF-WAY
7
:R som.1984 / PG.1334
_ _ N7y 54'36'E
.013.52
0
WNN
E mQ16
®
aw??
m
Wom
?zm
ao

Memorandum of Telephone Conversation
To: File
From: Tina Swiezy
Date: November 4, 2003
Project: Evans Road
Subject: Todd St. John Comments
After our re-submittal on October 29, 2003 a follow up call was made to assure that the
submittal contained all the necessary information. We discussed the package and Todd said
that the package looked ok, but that the grass swales must be designed for the total drainage
area to them. After a lengthy conversation, the conclusion was that even though on existing
facilities only the increase in impervious area requires filtration, the swale must be designed
to treat the total drainage area. I expressed my concern for forcing the downstream property
owner to treat the upstream area. Especially in this case where the area is an old established
residential neighborhood.
However, in order to obtain the permit it was agreed that the grass swale at Sta. 50+00 Rt
would be increased to a parallel grass swale to treat the entire drainage area of 4.4 Ac. (220
LF parallel for a total of 440 LF). The total increase in impervious area for the project is 2.73
Ac. Therefore the treatment at Site 2 is all that is required for the project. The grass swale at
Site 1 will be removed.
cc: JTP
BKS
SER
THS
KLS
Kyle Hubert(Town of Cary)
Mike Babuin(Town of Cary)
301-040
F:\WORD\DOCUMEN?\301-040\Memo\Tele-Tsgohn.doc
OUTFALL SUMMARY
Outfall Impervious Area
Existing Additional Proposed
1 Existing 24" RCP discharging into undefined channel 0.02 Ac.
Proposed inlet pipe extension 0.01 Ac.
2 Existing 24" RCP discharging into manmade ditch that extends 0.53 Ac.
to a first order stream
Proposed outlet pipe extension 0.32 Ac.
3 Existing 18" RCP discharging into manmade system that 0.47 Ac.
extends to a first order stream
Proposed additional CB's to 18" RCP 0.00 Ac.
4 Existing undefined channel 0.04 Ac.
Proposed 18" RCP and CB's 0.36 Ac.
5 Existing 18" RCP discharging into undefined channel 0.55 Ac.
Proposed additional CB's to 18" RCP 0.22 Ac.
6 Existing sheet flow along Cary Pines Dr. into manmade system 0.07 Ac.
that extends to a first order stream
Proposed additional sheet flow along Cary Pines Dr. 0.02 Ac.
7 Existing nonfunctioning roadside ditch associated lot graded 1.50 Ac.
Proposed additional CB's to 24" RCP with a 24" CMP
w/elbows and MH to prevent erosion through the
buffer(per Steve Mitchell field visit). 0.70 Ac.
8 Existing 18" RCP discharging into undefined channel 0.17 Ac.
Proposed additional CB's to 18" RCP 0.32 Ac.
9 Existing ditch that extends to area filled by property owner 0.56 Ac.
Buffer at back of property Total Drainage Area 4.4 Ac.
Proposed additional CB's to 18" RCP with 440 LF filtration ditch
to a 18" CMP w/elbows to prevent erosion through the
buffer(per Steve Mitchell field visit). 1.10 Ac.
10 Existing sheet flow along Dynasty Dr. into manmade system 0.30 Ac.
that extends to a first order stream
Proposed additional sheet flow along Dynasty Dr. 0.15 Ac.
11 Existing sheet flow along Rochelle Dr. into manmade system 0.04 Ac.
that extends to an undefined channel
Proposed additional sheet flow along Rochelle Dr. 0.02 Ac.
12 Existing 15" RCP discharging into manmade system that 0.41 Ac.
extends to a first order stream
Proposed additional CB's to 15" RCP 0.07 Ac.
Total additional impervious area 3.29 Ac.
Additional area to existing manmade systems to streams 0.56 Ac.
Additional area to be filtered 2.73 Ac.
Total lineal feet of filtration required 273 LF
Total lineal feet of filtration provided 440 LF
Page 1 of 1
tina swi
From: "tina swiezy" <[e-mail]>
To: "Kyle Hubert" <[e-mail]>
Cc: "Brian K. Skinner" <[e-mail]>; "Stephen Roberts"
<[e-mail]>; "Mike Bubuin" <[e-mail]>; "Randy Boyd"
< rboyd @dot. state. nc. us>
Sent: Monday, November 17, 2003 12:24 PM
Attach: Tel-TstjohnNov4.doc
Subject: Evans Rd Permit
We have revised the permit package for Todd St. John and are ready to turn it in for what we believe is
approval. However, Todd is out until mid Jan. I have attached the telephone conversation memo regarding
Todd's comments and our responces. We intend to hand deliver the package and expect approval by
someone at DWQ. Mike suggested that possibly John Dorney will process this in Todd's absence, but who
knows.
Tina
11/17/2003
Z
W J W ,'??' •,??i:
aa q{p W ?^5
0
Z
`
Z

?...,.........

s.
m?J d
aW r ?! s°

01: O
00
O$
C"
Z
O g
0
N
°v
?y
51 aa3.r09
?N
vNE
11?
? y
5g 5g W ` ,
51 . w t
y1gS5
amo°a ? I
a°tiQ /??
O 'O\
m
Qa° 2`031F1 .
r?
1 J
55 W GO12F rle ,
SAp2 (6 00
? °_l4 ?? _.. rMPor1E?

m
\ ON
SF
O
PA

W -tee
e ??o\
klSTING QN I N -
J ?. e
_ a
S JWZY 43-tE` \ .e
SILVE_ OVE R
1
`o
I?
i
N N
I I_
I I
I W
'o II
I? I I
II ? I
? ?I 1
• II
L II I
la
I
I
I
I
II
I1 I I
111 ?1
JMV
=wo
°
?o-
zgm
a

- x
9L-- A
8

a O
4- '
? Q?Q ? M r
M LAJ 0-
? WI A h
i WJr W ?=t U
?n ?ci a
z ; w O
C u
Q. :
tAi
O
^I j Y
v p J
W ?
N12?
3p553 Q
R
Soo
m-a
z
Sao 1
YO, GF
10 3 2aE \
N2 1
1220E
X05 9 1
C1
? r
v,R! N
LLm?a Z
I I
=m
Qa°

Na v N SN
•
1 ?1 anm J',
? ? w .tlroa
o
^I I I? 'F r ?wo\
z ,

a a
I
r Pm
mr°o
I
? ?
[_ Woap
smo
?
m v ?

I ,
m
C 142.88FT 14. I!
8 9'14'OOT 157.49FT
aw ?'
a ? r
? VQIMN
I ?
?
?
? N
'1
I ??
m
? zZO
o \
P\
i
? W ?
I 1
?I
? S>/.
?
? E
_.
?
? ? 99FT
nil
i 1!
1 ?
I ?I
I I
8 '
g4??? U Z I yl 1 I ) / Ut ? ??,
iF°ip .wi / ) al 1
Z^?-= yy bl I ( '
[? O l r •a 1 BIZ
• s N •?
clq
--- --- - - -- Hey' 43'17'W O p5 89'
se;
446.31FT o ? Z ? `1 ?? ? ? / ? / ?,a Wug C
1 ?c5oa I ? ? / / //
w c
y?•lb'
!a S 210
s3 3•.?
s"
09
/ip63 Qom
E ao
F
T
a? m

?
N miu,a
\

\
YK3-p?s
zip
JWpm
'3$
ma° r ? NG ya'?9F ? °°no
a ? o?a
_ wamo
'S£
iz
l
N y r y r r y r
QQV
`Yk1
??bp V??
yr ryrr
aCo.jl?-(t
r
gigs
?n ryr¦

R/W PER .+?56?
BO / PG1680
a a
ANN
\\`\7 Z?OnM
0°m
n. °
(N . °=m
H ?'oLL O
N Z
?a° W1
z
n
I
LLv
144
b tpPN se
V1 y r y r r r r
10
a?
?a
z?
ws
ag
w s80
gOm
v
wti?
_
'u Z
p Z,O
96
o N
w Oa
a-
x
N m
W w0?
W
-4 ??j
d, \ jao
\ 0B/g0 I
b,? r V
d ?2j6\
b s/f
F\
587' 18'S5'?--
23323F T
N12F1
/ 30p.32

\
\ 1p
i?

1` `1
\
1
?r ,1
? ?
1
1
a
? m 1
?
=
Z 1 ,

v.,i
e
\
1
N
"' ', ? III
22'55'
'
A2? _
231
Oti
1 W't
1 `
583' 51'55"W
235 FT

Z N
V W 9
'7Y ....... C p
V .'•• ..... , S Od
M
Y J?y rj?N
?
K Y Z_
3i y y1N ao
~ ....... S'
8
O?
2e °v _ 1
3 29 H sas• os•3g,W
?i J ?10.39FT _,--
d 1-ro
p =mc° !
9°a
O LL?°\ 1
N 3W.liN O
e ?N
NA
GBa
? .°-? WI 1
l/,p2FT g
pER OBgq 8 SEA{ENT 89.0,39.
"? = 214.04FT 1 -• R? W
C63 ?
o,.
FM
O a
\ W
XZ
Z- ?
X
O? 1 1
. m
hl?? S I3 a° SI. ?I
SNN1 ? ?
o X'
1 y?ll?¦¦
1 tit
4 a 4 N N
QC jI.-0:
v /
00'S4'W
? 252.16FT
1 ? ? ? amM
;I •F ????C= ? LLTU
? N oA 4 1 ? S^ao
Q a0 ??? m ° 568'23'49'
?.44FT
alo ?--
m d 1
Z?? ? ma
om° N }Q
O LL?0\ Za?W
©3 0 oo1
'^ JtDO JW
? ggs •oV31?
`' ? o z
(($p "' 570' 29'53.11 °"•
24 ?mrv
J a ??? M =ago
V1 p N N I ¦ S7027'53'. -- -? -
QCIII.- Q;0 "?-257.53FT $
5? m
wtON
°oa
®z3p\
ago
poo
zo
a
11,
? 11
m
1•°) 3 d 111
O n8
y11
W ? el1
1
?` ?11I!1 I
'a- `-
572.1'55'W ?- ---- i
537.41FT
z??m
Npa ??
O a ' \ 1 ?Np
N "
O&kg
IIA_ 7*/7
MT
ry?-I
1 y?lb
11 ID w
1 1 1 11
Ill 1 11
vlll
I
1? 1 f
I I
ll II ;
I
1 Ws
11
x
NCL W? WCL g
J old Y t
LU
' N89.06, las
E ti O fTy a` O V o
354.SOF9. W ? $
1` ? ? a J i F
?4 K
Q
N 1 Iay?N °
1 m°a a A -
® =wow a r
•
Na

® N89.06•gf.E
I JI •o / ?
rr 209.2gFT TA
i4
z
011 =oN ` a H
;IN
zaVN ? G
?IL w ? ? \aFz\ a?
'? / 1? 1 ^•om z 5
ti I Nag. 06"".,
sl s W z.
J / W. 206.
I1?/ w 92FT
l 1 ? ? 4
p
All
I I I? • Zd?+,a 1.yy?{ V1 N
?'?1 / r, ,• W •'O Oa OOL S\ zoo
I J 1 ? ? ,ov3u. ? LL°°,'a 1 °m
? ? \QO\ M ?Q(V
1 s v ? JAN ? "°-'a
1 l $•S/ 1 ?? wzm ? =oo\
1 1 Q 1 W°m
1 ^ 0.
m ? as
a
W
J WND V
I m=
1 U. moo
JAS` 1
In
F 3 02 O: Q SZgOd
f' 1 It
``68S ?. 1N3W b?s1 y88?ti3`?.
tL.
1 ?'? Q ?Odc? `?
tp mss. ` o
tL.
30d 'S•91
Q 1
© m V)
ta. zw
?o
1 ? Q " jm0 d
d ,o c o
a? 1
z
ooMzg
1 I I ? M M M 1 f Z,
1 I N72' 54'36•E ?-- V Z 28-
Ir
358.76FT Q ?J
1 i 1 Z1NLL
fli m'?-?v ~mOH
!! ?tt 1 ?ma .pV31L
1 1= ° =?o\
111 ,n, ? N O .e?N
I \ {'1p4 ma°
IPS 1 z T
N72' 54'36'E?_ ---- --
'/ 1 354.93FT
11 III ? OL `•1 ? JP? LLLL
1 11 g l 1 1 ma° °N
N O Z?°\
1R 11 1 r !I X O
lf1 1 1 ?X 3 S a° si d
2
y a 1 1 ?' N72. 54'36'E 3 ° m O
1 1 "nom 338.36FT ad o_
I` 1
111 IQ ?U ?= WNO rz 1 I. W
o X
., \ ' ho
I11 II !? z??o w ~ ° ? o~e
1 ? 6
1 Sze T W
72 w
4 II € ? ? a a
,11 1 1 1 Y?
1 1 N' 54'36'E c
I 1 ; 1w321.80FT
1 III
1 N
1 M
I ? • 50' RIGHT-OF-WAY
PER BOM.1984 / PG.1334 O
m 1
I 11 54'36E
11 ' 1 1 r?13.52
0
' ` 11 1 1 ? ®zW$? rU
1 i I IYO?
? 1 1 I =zm
1 '1 1 1 ao
? III 1111 1 1 mac,`..
A 43'1'OD
pA7CN UNE -Lr
4sd'L034s
300,OOFTW _
..Q?.. 0
QfM
boa
zy°$•o
s
zm
1 ,
i'
olo?
0
W
I
h ?
;
I J
J
l?
11
11 ?
III
11

?II
?_T
I 1?
11 ICI
owo W2g$Wx1
Z? ?v
e?
a p \
woa 1 /?
O?
W
.-zc
3

Y

Q Q

U-
O

Ln
M
` (D (N
t-

w F-
d u 0
0
N
O
f
co
U)
N
r-
O
O
W } O 0 O O O 0
f7 Q] in
m
p p
Z Y f-' W N °m C)
m co
00 0
O 0
m °(o 000 LO ° O
C9 U W f- U O O N O CO M 1l- CO O
W = Z Z CV CV CV O (V O
p U -
p
Q
W
: O
n n
M N
(•7 o
N 0)
co N
N V
(O
p

a
rit M V n V
N N

IT (n 00 M (O (0 N O
O V m m M ?
d V N (
D V O
N (V (7 N O O O
?.
A (1) Lr) M N O
W
c! U
17
N _
O
co
C0
O
W O O O O O

CO
CO

U 0M7 m Cl)
q
r
M
m

O
N N N O O O O
z LL
O 0 (D

W
Z
O L
O
O
O
O
O
O
O _
- QQ .C V V (n Q 'V V V V (O (O
I
Q > Of

L
r z
Z

Cl)
M

C
O
O
N
O
O
O
O
O
O
O
^
Q O O (O O O O O O O O
LL N V
5 0

O O M
o
U N
In M
(o M
V
(o M
(n (n
0 to

0 (A

? O

v M

V
N O
m O O O O O O O O O O
LL
o m
W
p
W
Q U N Cl) (n O r- M M V [O O
(n
p O m 00 N (- N M N O O
W
Z O O O O O O O O O

- ?
W
N a ° ° ° ° ° 0

0 o
IT
0 (
o co
0
0 0
IT
(? ¢ ?
N r
0
0 0
0 0
0
0
0
0
I
o X
Z Q

p
W
u (D cn LO
w
Z 0- r- v
--i (D Q ? O ) O O O 0 O
o 0 0 0
a 0 0 0
a L

W M M o rn co o
0 0
0 0 0
O
c cq co r Un O N LO

W CD (1) IT
V 0) rl- Lo Lo
? Lo
c
?? ?
r-
V V V V V `ct V
m
O

c
a
03
co m co
}
} U U a U U U U U p
Z 0
w
J J J J J J J J J
z (r
Un Z O N N t U

0
0
h (-
+ LO
+ (p
+ w
+
+
+ V
+ (
o
+
+ (D
+
C,4 'IT
co
(D
co
(7)
0
0
(D
0

N p

?-- M M co M
M M
V V co
V
O} (n J J J J J J J J J J
7 < 0 0
rl U P: J
a
.?
L?j
Z
N

Z

O

Q

N

N

N

¢

N
Z N N N 04
0
p

m W) q N CD
O N r-: M O
U) a) N U) M U)
Y

MI II II II II II
LL
w
?
?
?
a?
?
O X x X X X
NI W W W U W W
N U
= J +-' '
w
u o E M
M CO m
Co I-
o co
LQ CO v
M r-
o 00 U
)
0
= r 0 0 0 0 0 0 0 0 0 0
? m m
W w cb J N V CO M (D M N Cl) 00
Z Y
z • w ? `- M (D rt r? O v v
U
w > N v o M v v ui ui ui
W m
? U o ° ti o Lq o rl o o M
Q U
U O M
r t` D7 M
r U)
N U)
r (D
r U)
N I-
r
z
(D C U) O 00
N
N
N
N
N
N
•
W
0 W m U) CO (o O V (D Lo O
W (O T o Cl (n o 0 0
(
i
0 0 0 r-_
. 0 0 0 0
0 r O
U) U) 0 0 0 0 0 0 0 0 0

O
W>
CC! W (D
00 (f) MN
U) 00 (DN
LO 00
M NI--
U7 r- IOO
O M m
r 00
O O O
? m
O Z C') O O m M m M
-
• M
, U) r
X) ? N d r
I-- IX) Lo

to

V V

V V

I?r Rt

V V

art

rY
q

N N

O N
L__. V V p
'V V IT rt I?t V' V V V V V V V V
ff

N N O U) N m N^ O r? (A O
Q•> MM mrl- LDN m OM U7h M 0? O
O Z OO V' Mrt r- u-) m r- M (or (o (D N
F- - (0 LO U) LO It V' V V at rt rt cf rt Cl) N
V V' V '?t V' rt rf V IT IT IT Iq 'ct V V

cr)
0
O
C-4

m

(
a)
a)
t`
to
ti
r
r

Y
o QI
a
O

(7
)
D
r
(
D
ti

O

r

r

r

r

r

r
U

0 z o _ s (D 0) 0) (D o 0 0 0
C? 0
C? 0
C?
o o LO LO IX) 0
? U
VJ

W o
w
C
O
N
v
O
?
00 rlz
N
v
Q N _
•E O (D 0 o
O r-? (
D
r 0
0
r,? co 0 0
r- r r r r r r r r r
CT)
o

a w
E 0
O C)
O V
(D Cl
O r-
O
? U)
CO
h co
M
? rl-
.-
c0 Cl)
N
c0 V
c0
F• O O ? r r r r r r

Q LL
C) 0 W e d• N U) 00 N CO N CO CO O

z •-
-J
E O
O O r- rt m m m rZ O
M Q
P:
m
ui
CO
m
Co
r
N
(7
O
o ZI

0
O
W Z O H O O O O O O O O O O
U) ' Z rl- N O CMD 00 (O v M O
f^ > U t
W cc w

J m N N N
v/
IL (n
c
C J
¢
O
m
N
M
LO
O
O
CC) r` M
(n M rt O
O N rl? m r v v
0 O O N N N M Cl) Cl)

o J to
N
N
C3)
V
co
m
V
m
m
N m M r*-: O O t` O M U) U?
U') ? O O O N O rt 'V LO LO U) U')
>
O Wi

O O
1-
Z
O
O
N
Cr)
V
(o
CO ?
t!7
p
Z
N
N
C
N
N
N
N
N
N
O
Q 0
ch U
a I--
?
Z U Q
W
U m
Q O N M V LO W
O Q Q O N N N N N N N N

Cn
Y

a
MI W
LL
O (If
C'0I M U Q
' O LO O C- N N Cn In
= J
T- Q (L 0 (D
N M ?, CA
N M ('7
N CA _ V
Lr)
N 0 0
N M CA
a N
w OZ N V V V V V V V

2 >- >
0
+ V
' '
V V IT
CA co co
0 o
w W w
Z
0

Z Y
?
'T
?
7
?
o
Y" LO

N co
l
D
N
V
-
N N
C
) ( C f C i
LLJ O O U

J 0
O r-
O LO
O 04
U) (D
O (D
C()
N
M LO
C-. 0
Cn
W N v v v OV in COO N IT
v V V V V V V V V V
w W CC) O ti N V OV CC( MV
J (?
Z Cl)
N C-
CV M
V Cl)
V V
V LO
V CD CN CD M
V V V V
' V V V V

LLI
Cl)
O Cl) r-
Cl) Cl)
O LO
(D LO
tir) (14
N Cl) O O
- _ C
D
M ( M (O C D
V (n (
D
O M O O
O Cl) O 0 O O O O 0
W

Q
C
(U O O O O O O O O O O
O N O O O O O O O O
(n -0 O O O O O 0 0 O 0 0
LLI
U
U) M N V O V r O O O
V

O
V M
Y
O
__
0)
0
(D
O
0
O
O
O
O
V 0 o 0 0 0 0 0 o o o 0 o
- ? a
_ 0 m O ( U O N n V O
p Z
= °_ (
7 (
D
co
O
O
O (
N
0 r
0 r
0
0
0
0
o
0 O
o O
0 O
0
n/ m O
f
i
0
.
.
C) w Li Cl)
C/) = O O N N ND ( w ? N O
O CO V M M CO M O O
w 0 N O O O O 0 O O O

N
o w
J U
+
O
O
O
O
O
O
O
O
(\ Q Z
Q
O ZI
0 O
W Z
0
p
0
p
0
0
0
OO
O
O

> cD
J 0
o
m 0
V
(D
0
0C
cD
(D O
nj O
o
W O N M N O O CA 1- (A N
a t

c
C
°
O
O
?
r
O V 00 00 N
a
i ,.4 -
U a
il C
D N m
72 P- rl- V) V Cl)
h
M
O
> a
a
Q
0 0

N W
_
O C N N N N N N co Lr) O O

O W
9
O
N J
W 0
D (n r-
CO M
r-

O

V

O

V

V
o }
u7 ?
M CC)
O N
'
N
V
co
co
V
V
i
V
V
Z > V V V V V V V V V V
ch 0 O
F-
a_
00:
Z 0 O
Z 00
N In
N V
N M
N N
N
N O
N rn
a Q
N

ci w
O

INLET COMPUTATION SHEET
DATE: 3/15/02 REVISED: 07/30/02 09127/02 4/28/03 7/21/03 10/27/03 SHEET I OF 3
I.D. NO.: CARY 01-015 PROJ. NO.: N/A COUNTY: WAKE DESIGNED BY: THS
DESCRIPTION: Evans Road Widening Sheet 7-8 CHECKED BY: MLC
LOCATION ROADWAY RUNOFF INLET

INLET
No.
STATION
INLET
TYPE RIM
ELEV
ft.
GRADE
ft/ft
X-SLOPE
ft/ft
DA
ac
C
Tc
min INTEN
10
in/hr DISCH
Q
cfs OVER
Q
cfs TOTAL
Q
cfs
SPREAD
ft
INTER
cfs
BYPASS
cfs
REMARKS
50 -L- 44+00 LT CB 444.650 0.0081 0.0310 0.48 0.85 10.0 4.00 1.63 - 1.632 5.93 1.380 0.252
49 -L- 44+85 LT CB 444.540 0.0090 0.0150 0.24 0.85 10.0 4.00 0.82 0.252 1.068 7.57 0.830 0.238 ROLLOVER
48 -L- 46+30 LT CB 444.910 0.0026 0.0200 0.00 0.90 10.0 4.00 0.00 - 0.000 0.000
42 -L- 52+20 LT CB 452.100 0.0106 0.0150 0.21 0.85 10.0 4.00 0.70 - 0.697 5.65 0.590 0.107 ROLLOVER
41 -L-52+20 RT CB 451.930 0.0106 0.0200 0.56 0.55 10.0 4.00 1.23 - 1.232 6.35 1.000 0.232
40 -L- 49+88 RT CB 447.600 0.0153 0.0400 0.49 0.85 10.0 4.00 1.67 0.339 2.005 5.34 1.580 0.425
40A -L- 49+78 RT DI 429.885 - - 0.12 0.30 10.0 6.16 0.22 - 0.222 0.222 -
43 -L- 49+25 RT CB 446.650 0.0150 0.0400 0.17 0.85 10.0 4.00 0.58 0.425 1.003 4.14 0.880 0.123
44 -L- 49+25 LT DI 449.000 - - 0.27 0.40 10.0 6.16 0.67 - 0.666 0.666 -
45 -L- 48+00 RT CB 444.780 0.0150 0.0400 0.38 0.66 10.0 4.00 1.00 0.123 1.126 4.33 0.980 0.146
46 -L- 47+00 RT CB 443.490 0.0110 0.0360 O.21 0.85 10.0 4.00 0.71 0.146 0.860 4.43 0.750 0.110

47
L- 46+50 RT DBL
CB
443.480
0.0050
0.0260 E
0.85
10.0
4.00
1.73
0.348
2.082
7.46
2.082
0.000
SAG

-L- 56+00 RT CURB 0.0122 0.0200 0.66 0.73 10.0 4.00 1.93 - 1.927 7.61 1.410 0.517

51 -L- 60+15 LT CB 442.975 0.0190 0.0550 0.62 0.90 10.0 4.00 2.23 0.058 2.290 4.42 1.950 0.340
52 -L- 58+50 LT CB 447.760 0.0192 0.0200 0.09 0.85 10.0 4.00 0.31 - 0.306 1.97 0.310 0.000
53 -L- 58+23 RT CB 448.000 0.0209 0.0100 0.17 0.85 10.0 4.00 0.58 - 0.578 5.26 0.520 0.058 ROLLOVER
SHT7-80UTFALL.XLS 11/18/2003 10:33 AM
x
J
co
O
C
n
D
X
CA
ao
N
°w
0
w
A
D
C.n N W
O (n N
N
0 0 0
w 1-4
I((0 IPIQ IP W
!2 m
oCn10 16
Im IA Iw
N N O
A O
O O O
0 0 0
0) Im Im
IO I.-MlW 00
IC
W API? AI A
CON A ?J CT
N (O-1I -111 O
A OD I O) O) O
W * W A A
CTZON A
NDNCO -I
A .0100 O
(.0 0
IP OD ION I Cl)
CT I(T I(T
?o m A
O O O
W O
6 v
W
O O O
W O (A)1
v
II
W
Z.

D
O
A
N
W
.91
(A)1
W
v

C: AO A A A A A A A
j y O o w w w W
N N O O .? O ? O O
N O v N A N) N
O
N N O O ? O O O O

J O W
O A N .
A, CT D
O N ?

O N N O W
N .9h.
0 0 0 0 0 0 0 0 0
IQ IQ O ICn I(>o It Ico Cl IICC" Ic IN
(O CO CO O OO O W N O
v J O O
W O w O T
C O
O O O O O O O C
O
0 0 0 0 0 0 0 0 0
0 0 0 o o 0 0 0 0
rn rn rn rn rn rn rn rn rn
rn rn rn rn rn rn rn rn rn

N N N -? O7 O Vt W N
co
V V V N V V
A A A A A A A A A A A A A
N W A A A 474 A AA AA Cl
CT(0 OD ?l DO O (00) ()1 OA O W O
wOo OW (O N6 OD O -I WA A
C1(0 00 0 O O(.T W 4 00 W(0 Oo
A A A A A A A A AA A A .A
z N N A A W A A W A A A A
AZ O7(O A W OD -4 W COC OA O
6 D A OD O CO
1 6 (7) 67 ' IV O) 6 ?I W
O -4 W C3 O 1:1 0 (T O CT A OO W
O O O O O O O O
W O O lp N O O O
j 8
w O W W W
0
o 00 (
It O O
0 IOD I()1 1 (n I(n I(T ICT I(T I(T

W
O

C W CO

O W

<D (O

O (O

O O

<D W

<O W

(O
?I v N O Un O A W N
0 C) N OD 0) C" W O ,
N N D
O O A J ED
p O O O O O O O O
O 0) co 0) co A W
T
( W CT (
)1
0 imil I D I Imll I I.0 I v
pPIW1I*4IIAI?
mm ° D
O
OAO (.0 o O D 0 z m
O C) w
C: W ? Z (T
c

0 N
m 6

1 < -1
(n
O O O
0
N N W (D O
(n
r o
a)
CL
0 0 0
0 ?
0) O A
O 0 C'
N N D
O D
r

r '^
(n X m V/
N
6 A
0 OD
C Z
) CD C-
CDzm

0o
O
x d,
T
N
w N C ID o
ic
0
o w m
m Z
O
°
v
n
O
W
w
O
_I
O
-4 8 O
A OO O m o
N z
A

O
O
O
? N v
OD

°o
°o
°o

? m
m Cl) rn

C) -4 CO)
rn rn rn 0
iz?
a7 rn rn o Z CO

W
V W
V N
?
C) V I; v

m o O
w

A A
O? A.
:?: A A
-? _
ZO M
C
-l O A O) rn G -0
(T O (n (n

v'0
cl) OA _Z O
:3 G O
O (T OA Z
O O O
r
A W
go
m
N JI
C
m
p
m
v ?
00 (n (n D
Z
W p (7 n
O V (O N ? v
n
m
x Cl)

N W IV G c) Z
w 4 Lon ? (p m m
v v

O
O
O
3 o ca 00 cn
x
A w (.0 m
.-i
C7 W
mo m I
N
k CO)
° K m
v
it v
II D Iw

P. W
9 A

Cn
x
V
co
O
C
D
r
X
Cl)
D - 4N ? -N ? J? -P? ? -N W N N A A -I 0) Cn W O A
co
N
O
w
0
co
A
D
A A A A A A A A A A A
A A W A A A D. A A W N
()I O Cn6 O 1 O ° O J Ut
J N N p (. O N W O N N 00 N
CA A -Al. O A O 00 A O O -I O
in I (n I (Y I I (n 1(n I (n I in I (n 1;:n I (Y 18 18
N O
O ?:",
N o ?
O O °
0
° 1o 1°
O O
O O O
IQ 0
0) -4 con
p O O Cyl
N A (D
O co A
0 0 0
0 CD C)
O N ?
O (fl J
O O O
C) 0 C)
O O O
p p
O O O
W CWn
4 W CA
p
4 N w
-4 CD
A A A
OAD J N
O J O
O Cn CD
o -,I
0 CD
-IN.
A A A
rn w •(Ai, o
O G A
N O N W (n N N
O (D rn CA -I C.) 00

A
N
0)
N
N
A j j
J W °

0) N
00
Z,
(D

N
-4
cn
-N
A
N
O
00
(Y)
O
N
N
O
O O O O 0 O O O
0 0
00 I° I° I° I° I° IS I°
O O O O O O O N O

C D 4 (O (D v v
O J
N -4 N 0 v
O C(D (31
O O O O O O O O O
O O O O O O
N O m N CO CO
W : W
O 00 A -l co
CD
Ut
A
o p O o p O o p o
O O O O N
( O v
O O O C.Yl O cn Ou
N O W c
n
o p O O O O O O O

O O O O O O O A O
O 0 0 0 0 '
O CCA3 0 0 0
O O p p p p p w p
O A O O W (D O (D
_ N OD O O v W
O D
O O
D A O i
U
O W A W -I Cn CO
A
A ? A ? ? ? A W
O O O O CA
(D A N A W O OD
N CO J OD N A A
A A A A A A A A A
- p W W A 9) v
N -
-? p
iD o t, .A -4 M M 00
O W O OD (O CD CA O (D
O Iw I? IO I? IA 1cn IO IA
CY A
O IQp- (oArn
NIc Io.WWIA O dP N WIN°cn
O O O (Y
m
D
o IN OD o m
n Z m
(D O
D p

O
Z n w
N W m V) N

W
o
000
r I
il
c O
O
_

(n cn o g m y
N W

v W

v
Q
N O L

7
A N N
cn
-0
CD

00
A
A m
0 G
O
O A O
O .?! 0 J (n
m
a Z
C) O
p

D IZ o
D
0 0
O Z
mo
(n I
" N
m

0
0
0 o
`°

O N

(
O N
?
? C)
N v

O
O
O 0 A
O to
O W O
1 =
::4 0 O w
W -4 v =
m •--I
r
D
0 0 o p y
C)
O C?
N
COY
CD
O
m w
O OD W (/)
Cf)
_ o
O O O is C
N

0

0

0 J

W
C)

0 N)
_
o
D
C 0
Q
rn
o O o r

v N
v _
N A N
m

?Z

01
ccn
w

o
0°
m
-I

A A A m
CP w
(n A
m0 ?_ C7 m
N N N D m

° N
0 G)
o rn D
Z m
m
U)
m
± O co 2

N °
a
. OD Z
= m
°- n o
w
(n ° (n y I
;(7 -n
m Iw

D

co
co
Cl)
m O D
2
m 2
m
p 2
m 2
m 2
m 2
m
n z m
I --I m --i -, -i -i Oa p
V V G V < -I v J

O
O
O
O
O
O Z
m frl O
?
o
T o
T o
T o
C
T (in
?
m
U) U) U)

a
9

o
-<
31
° +
D +
D° +
D° +
° + i O 6 i
o
o r
- o r
o r-
o 0 z
O C)
r r r r r r Z O
O x
m m
C
o m cn
w
x ;o m D 0 N

z
o
r j
n
0
CL

(n
D
r T
;o m
O
T
N
0 N
0 N
0 N
0 ;o
D 0 r G
C z 0
D 0
M z
-
m M-
m
co
CD
-p
co
ID 0

?
0
X
X

0

0

0
O
CO
--1
-0 0
v' 0.
m
w
0 U) U) 0 n D O _c w? ^
-
C7 000
?
+
W W W W W W m d m m -i ?
D D N N O -
f
A
m CO)
m C
A
m
m
m
m
N -? --A
O 0
m CA
2
m O D
z z
z 0 m
11
ri Ti- W? c
°
47 p 0 p Q G) 0 0 D y 'n ? 0)) co n
o ?
r
w

v
N
v
N
2
m
Cl)

CO)
? (
o
/
w te

X ?/
0
M -
N

0 --?

0

0 A

0 A A
m
D C K
W
;:V
r
0 0 0 m
D

m D O
O
w o
w 0 0 0
rn o
N C0
m D 0
2 rn ¢ 0
O N a)
O Cn O O 'Z-I
m ni
- Z

O
m
m
(n 'w
D

w
A
A
w
w
w 0
n --1
m
T
I
0 0 0 0 0 0 M _0 m
D m ?

m r
0 0
° 0
° o
° p
° o
0 D m c cn
C) co 0 o o o
co Cfl co 0

0
0
0
0
0
o r ?
m
A rn rn m A ° Z
O O O N O O 0
D
N N W w W N ")1 m
(.n w ° rn c00o D

cn rn v 0 v v
0 co N O p, -0
0
0 v c
o rn (.0 O
z

CD
0
A 0 0
N 0 0 0
O
r
0) W CA m

A
00 Oo N N V
C (n '?
N `n
W CO
CT A
o c
i A D
co
C)
A N N N V Ch J
co A j A V -75 IJ u
C) co
O m C)
m
N m (? m
_ m
0
W A N N
W
e <
z m
rn 00 N ° c°o N N m m
m
z
y
I co co
R
U) vii O ' O T. N N y -n
O O Cl) O N O O O n cn ?N
2
v cn ?
Cn 2
?I 1
co o - p
?
O
ccn O
c fil O
ccn O
ccn O
ccn O
c Cil T Cn CD n z m
Cn
O
-n o -n + -n o T a r o T+ m v o v .
ro C) 0
r- C) C)
r>- C) rr--o r-o C) C)
r
r r r r r r 0
z
-n
r- Cn
-? CA p
C m 0 w
< D
m W W ? cn O

I F
-?

C. r

0 v

CD X o N

6
a) 6
r- a) * tn
0
C5 D
r D
r 0
Q
D 0 0 v 7
-? Cn C6 0 =
D D N
z -
I -
I

p
0
m
z
m
z v
D
:
N Cn
C O O O O O O
-r7 N
Q = M ^

Cn
co <
n
m D D A m o
r
m r
m
y
o v
° Iv ?

0
cn
Z Q N
-1 O O
W W
v, cn
0 cn
0 cnnp c
n
0 3,0 WW
0
0 0 0 o m
r
0 >

A
cn
cn
cn
cn
z
\ c 0

C) z
W
? Z
.000 CD co co co o z _ O rn
0
CD

< ? I
D D r
I
:A :p P. 'A ? P -
1
m N m

0
0
0
00
0
0
o
O D
c

C
n
c
F-
m D
-1

o O o 0 0 0 o n 0 m O
CF)
=i o o w w o n

z
G)
m
o
C
m m
= 0 0
N co co (1)
= ^

bo
_
?

gb"

N

N

N

to

D
m
JV
r?
? Cif
0
O
O m
O m
co
C?
O
O 0
O I
N
0
,n -n
A I
N
co
0
c
D
r
r
X
r -
co
N
O
O
W
N_
s °z --I
liw'.411
o
Y
a
? N y
WO
LLJ
W N N N N 2 ? ?
tm
X CA oz Q
o
?

W W p W ? = ? ? y ?
O
V U
Q In N
? '?
Q N c7
?
? 2
? z ti ? y 4
? ?
W
? y
0. W
p
Zi
?
W N
2 I+
$
CC LAJ
0. W
W 1
v=i2 N N M ? a i
0. V
W ?
'r ti ? j ? b Cti
N N
voo ?
d??
8

P4
W
O W
O ? A
ezA V^(05
c?
a
Q o?? ? -h Z
LZ4 N uj Q
Lr
N
44
W? ><n O I N v
[+ O a Co,
I I
wumans %OOL 1-4

m

N

\
4
O
a ° - z
?
W l
Ia
?
•7
l` 1f?
I

MQe

? o v+?

O w?i

z a ?

z
>

J
1
10-10 A ITV
0
® ;o
-i.
ll/,a
6qq?
k?
E?
q? "

0
?I
q0 ?, /
i°
V ?
fzl ?o
aCA
a
z
94 ].?

4 CA 010
11
J ?
Z C 2 9 2003
W
J o
z
Wg
U R
tx ?yy?
a?
EA
w
W
z
_j
rng
P. O

?-e
z
it
92
J p e LL' t
U >. v j
rA CIO

o
gh w

o W
W O W

? Q 3
0

W
o

? o

II

O
x LLI
O
4)
N d
U.
4
O
0
z
o

`t
G)
a
_
F'
Z
J
s° Q
d
a
CL
N
* x
O M M o o

m
•

A M 0
^
T
O 0
'O
O
N d'
C
O
a?
U
?
II II
II II
II II
it

N
N
0 C4

> Cl

I.- '

o
N N

°4,
1
Q co
55-
00-
Q

1 g
y v°
H v° Z
0 a

o Z
g I 0
^ O
?
y O J O
? 'r
'QJ
V+
rM CV
N U.
N

y3+•suon9\u6p\Ob010£\souLLioc
20011/8-1
it
r
i
tar,
?W
d
?i
G
o S w .ry
g ....... S .
W?
O29
?g
?W W rcm
LQ 0
N
D
c?
z
i
N
1 oe
n i
1
i
1
r?
1 z
1
1 ?a 3
1
1
1 Q?
1 M Z
1
1
1
1 i
?• In 2
1
1
1 v1 i
1 ?`a
1
1 M?
? m
N

W ~
0
2 Z
O ?
W
W
3
w 3
°1
z
W ? z w
s z
s
W W W
? a d
J a
00 H .-
Y W
I- ? Q
i <
S
3 S F tlF1 m N
Q W
O O
Z 2
W
W < Q
J m O < W 1-• F
W 3
f
v
F 6
n O 6
a a
o
i v z s ? w
„
< O N m J .<. ?
U W W W >
Q O i
Cl)

a
in i F > 3 3

~ m
N m tl! <
Z b w NS !
~ WJ
~ O Q?
W
~ Z
Y

N
W Y

F•

a
F m

mm
W

w
6

C

m
oCl

6
N W
J W
ww W N
L
w +W >
~ O
O =
? Y
~ mi
¢
? W6

J O
+2
W [
Oi
+ wm

6
W O
?' 00 NN Q w N J
W oR =W O QS ml .f
O
LL
ULL

O
fO.1Q
J
S
Ory
U
Vw1Z
¢
b
Y
Q m0< LLw 20 F
N m Uy
?
w ¢ S N HN2
? ¢ WM mw Wm Wm0 W 0? O
. 2
UY
1-
.
W . Q
UY ? O
VN 0 w .
0 w ¢ Q
.1m
i
J VNN
J .1LL
(
O 2LL
UO ? Um
J 2 ?
< m F V
N J F
' ? y ?
1? Qm
dm N2
1-?< Q1-
LL¢ FF-OC
<W Qm
61A Om Q O
a? m Q'F f0 6¢'- ma JOyOH 2 ?
ZO < O NO W < Q < Q O <O: 26 Pm m V
?

?¢
we xaw
1¢¢ >
ea s>o
t-sz a
aae x
z
ll
l v ?'
_
a
o d o
a w m
O? O<O 06 CQM OQ' Olw 6 lV
¢¢ u ¢w nQ caln a l ¢¢f z °

6w
«

«

><z

< -

> ?

461
<
>W<

U z
.-. N

.< •2
< .2
a
ao O .O
` .2i
< •¢O
1 r
o a o om om< o ow¢ O W

U U ? W N
V O W OC 2
9
ti
.....
1
4
°
z
°
{7
Z
U'
a
0
a
°
11-
1
1 '
M
1
b 1
w
N
0
N
O
1
°
z
j ?
(7
Z
l7
a
0
'? ; : Ic1 2
? z co 3
N
00 ?ONM
V) tn Lo
.
?Ntn
??:.N ? NON
? J J J J
2
z z
K
0
S2
o °
.F
II
? ? I I v!
II
ti II
ti II
1
I
I
1
i ?
1 1
1 j
1
I
I
C5
NNIj
? to
of
?• N N kn
? N
J J J
31E
0
z
°
a
0

M N ?
gOIL
`O
?
V
M( r
f o
•
4 o ?
M

`
.
z
?
py g Y
a r
°
z
°
z
2
0
1

1
1 i ? II ?• N? v.
I a
it U ? b1 i' H en
W
I M j ? ? W
i
1 '
1
'
1
Q
? M
M
I 2
1
I
? M
? N
? Q
f
i 2 ?c v W +x• Iii
J
:3
Y
m ?
ti j =
I r i
1 U ?

1
1 ti
1
?

?
1
1 1 1

1
M
W
1 n
1
1 1
1 w
1
1

°
z
_Z
L?
0
°i
J
V
a\u6p\oboiQ£\---Li.
£OOZ/
f
?QoW
_ !
W
a
? cW .J
F Y3i3? ?? v.
08
O?
ti
pQa
2
a V 3NI NOON
V
C\l
Luu
4 M ~ ?? V1
43 +
taj in
4
cr)
H
? N
w
N
v m
z z
°o v
W
? 3
w 3
w
w
n
0 N. .
m..
< Z 2 2
W m Y
J S
? S S > >
J U O Q 6 6
F ? F F
U J F

Z
<
H ? 1
D U D V W Q <
ro < m V X 6 n
LLJ
W
.+
¢
>.
LL
c
o w e ? a o 0
n

z Z m

U co

Z
Z
m

J

J
^ m m
•+ a v m r m J .<. .<.
U W
g
¢ v w u w s > >

M N
cc ¢ N y F > > 3 3

F- E
e

m
• N W W <
Z m z J
m
m m
ms Y
r
?'r O QN
+
z
mn
W c m w r m o
>
F m WW
J C W6
m W m<
W ¢ F Y Y ml-
C
?
W6
¢J
0
+Z

1
05
U
?
m
6m
W O o m 1
a .z. U; ? ?
W O F
Q

V

ULL OY •U O WO
LL
O Ug S

¢ O M U m 2

Z N
Q m f=OQ LL.
i 2 W M Q S W
I" W 7U Wm rOmOH tlW1J U
//??
LV
¢
WIZi
mw
WJ
JO
W
m2 1y

Z
UY
1-Y.Z-?
Uvmi
WHO
UY <
m
VN Z m Wm Z C ¢ Z
n S m
O?
Um ¢?m
Vm N O
VLL U 2
2 LL Q O
.!
V m V
¢ Z

-1J m
J 2 m
OJN O
H OOS
U H m
J' Uw
Z?
~
a j
Qm UNZ QH I-Iw-¢ j
<m Um s
w O
m
m Sm
r h•-<
J•-S SQ
¢ J<W
Qmf am
V
hm2
O
< a
S , Q
•• <O SO¢ <O N tw'36
N <O l..Im
S Q
z0
Mw .ZqF <1-W ZW aW¢ Z.f <?m O
Q 4 a z a m
N an
¢n e i< v nos
XO GW 6 OQ .
O C
~ w
••1 n¢ X „ X
, W

`? o oN

a< •z •

o!! • -ao

o
6 F ¢< 6< 6 r ¢ M. 6 Q. ¢<z W
d N
6 Q

U U U D W W
0
to
O
8
N
d

a s
0 A

cp
h/? 00
? h
M N
Y t
ago
`
4
A4 z
v
? g ? C
C
? Z '
E

r
1 I.. 1 .. I

G
z
z
o
? u

a
0
0

1 ?
b ? N
0
l ~
? b
?a
h
i
n , 1
1
N '
h N i

? y_
NN 1
1
I

? 4
?
W 1
I
Q 1
1
1
ti - 1
y
`gal 1 _
1Y eY
T
V ? 1
1
1

1
' I
1
1
I
1
1
1

h
ti '
? 1
1
I

h
W h
Wa

?
1
b
M
?
1
4
O O

t
i
ti
.1
ti
i
1.
? i
z =
o
? o
i

a
0
o /

N\ /

V
L

1 II
II
a II
b4 II
I
' I
I
1 I

m
r°.
? Y
m
1
4
1 U 1
1
1

I
Q
?

r i
'
'
a
_ ?
I
1
1
1

? O
i ~
v
4 cNj I ? h e

Q? r-
? 1
q
C ~
1 ?
-------- ---------- --
N L
U
to
O
bl
1 N
? 1`
Q
h
1 !r
W

r p

~ W
x
J
ti
V 3NI7101VN
b cr-
1
W
?
1 A
VJ
O

1 A

7 z Q

O = O =

t7
a
a E5
O 0 0 0
dfip•SUQA9\U6p\0y0I0£\SOUW1
COOZ/
?W
1
oW:
yZ? ??", We
f
c W sy? S9
o?

N
H
x
m m
N
f
2
m
N
W
O W
O
Z Z
O
W O
W
¢
F
O
O
Z .r v
W < Y 2 W W
¢
_ < ! W W
J `
'
w e a
n d d
F w j j

v i w
Q `i
O v i 4 6

w

W
O

U J
3
w
x
H

F

W
N Q
; >..
6 LL
O d 6
O f a F O O

= i Z 6
2 i $ w'
z
m
m
» w
F O w F H .- Q <
U W
¢
s
w <
w J
>
>
Ili >
Cl)

M N

I-- m _
w
b b W <
Z m W J
.
w N NS y
y
F 6F O
• QiZi
W y
Z
W F 6 Ww W F m Ow
>
>
F W ? 6 Q
C
i H ¢
W ? U a,
Y N
w!x-
Y
¢< H
? M
ag 1- w
O
W O 00
O Nw Q w q '' fJ
V ?w O <S ? _I-
> LL ULL

O U J S O 2

W w U Ww°z •
W

M 6
Q WQ .4<. 2w IW-? < VY
N 2
w
U

?
/i
I.
W
U
M 2
U

f
Z
W J
UN
J O
W
H
W
=
Q
(0
?
W
N
or Y
zw Y•
.
ww za O
¢
? 1.. w.1 r=x <
Uw O?
Uw ¢?b
UwN o
ULL U Z
21?Q Oy
Uw U
GLZ m ¢
J m fJ OJ N F O UOxf ? Z? F
60 60m0 j?< 1~
? JQW QQ
S1? U` W w
am w' <?F w s¢a w? Jmw o z

D
QO
So¢
<
O
t00¢
<d
Sx Pb O
6
<
N zw <WIW- Q
Q
ZC <¢O MW <?w
W
p
<
Q
6
?¢ wC a6'Q <Q 6Q2 <¢ LLOS m W
W e ~

O< X
O w¢ X? OQ? X
O OW W

1 W ¢W ¢w2 iQ ¢<w C
C
¢W ¢f ¢ 2
6> <> 6 Q N L> <
? 1 O
t4 < < -> < Z Q? >? N 6 t >WQ < U

a6 0 0 om ow< o ow¢ o

V U o
V p w.. w 2

1

1
1
+
?O
N
+

1
1
o
z z
a 0
\ / S
A\ /
\ / V
L
II ? ?
II?N
c
z
0
0
1
0
0

' a g
o
I M N i
ag;:
gw o

? h F o 1
I

i
A o
Z

D O

O
z
z

O
1 `J
1 1
1 1
1 1
1 1 ?
i 1
1 I
1 1
I 1
I 1
1
Ir
1 1
1 1
1 1
I 1
1 1
I 1
1 1
1
1
I 1 r?
N. Z
2 ? A
2 00
O
Z
r
ti
2 M
R0
+
L Y
A
Z
.7
K
O
Z
a
0
dfil•s-
V!
ti
1
L?
W
1

2
ti
r
N ? 1

£OOZ"
z
W
z
a
J?
x

O
x
_J
U
r
I
C L
O
I ? ? y Y h ~
g
`Z
? a o„
a
? agog w c
a ?? o=
O Y ?.
Cti a [ ?
D

3
o
r
o
m
o
0
0
0
0
o
m
o 10
o
0
I
i
U
0
o°e C ^
O v
O M
N O
.^-
O V
O Cl)
N M
OD in
C
O
N
O
'
.?0
N

m
N
M
N
M
n O
in

+ `0 %n O 10 0
$ IA 1? It7 h P `0 ,

Cf
°
a 0 0 0 0 0 0 0 0 0 0 0 ?
-
Z

W
O
LL
Vf F
a N
O co co
O
P
tI 1 m m
Cl N
O W
O_
O?
I M
N h
O:
O .0
(O? 12
w
f 00
O
(
f of M
1
Il
.p
X.
W
i
I

i?- •3 ^

O
O c
= d d
IaL (?
? O
d O
d G
W G
W C?
Z C
d
O O ' p( EO
Z o °• Z Z o o O
v v
o
W EEL a
O
? Im
0
0
1- 0
F +
It1 +
Iff
O
O
+
+
+
°? 0
o0
'' o o Ln in 3 Z
e°C. 6 ?O OF + ? p 0 0 ? Z
c ?
L" W O O O p O O m QQ
V j
s av M e?7 Q ~ ~ O
O O O J
Q
F ?-
00 a0 In F
O o 0 + In In R : O Oo V

tj
M
O
N
O
O 0
N
sO
W
Q Z
+ + N N1 + + 0 w I"' O W O r
L" w O W O O W p
222
N
J
J
H
y
J
J OC oC
0
y
W
1// 0 In to d
wns•wns-suon9\u6p \0b0I0£
W
W
Z
W
00
O
rb
? .d
Q
W H
U
0
U U
O Cori
0
V
O
w
w
COO)
a
?a
O
FFF? ?
rA
V
A
O
P O: oo

N N
N
P
O Le)
ri co ao Q
3
J
u y

O pe J
U J
V Q

F? O
F
z

Q
C4
N
00
P

y
N
M
0
0 0

Z
er
?
O p
.
Q + +
N
y M
Z I I
J
J

F

Q `-u _
F
a O Q o Q Q Q
W OW.

d d

s
Q

?
d

d

d

5

d
d
o
p
V
o
o
c
o

P m
^ y
V
m
in
LL

'O

N

M

M

O
N
ad 1? N N O 0
F
LL N

? mN N
O
9 y Z
OG t ao
n r
to M
m M
m co
`6
?O
Y
V M
Q J J J J J J J
Z
V
y

N m
+
F ?

Z
O N X00 ' ^ N " M
y
N N N `V v V N
lIJ
J J J J J J J F
? 1 I I 1 1 1 I Q
F
rE~r ?
_J
W?
P
w0.
0
Q
O p,y
y
?z
O?
?I
y
a; 0
J o
v
M 'op
W ? h F
M ?
g„
t Z li
a a
w ?
g=e c
$
..
a
a ` co
a $n
O Y ?
CG ~ r ?
o _ 04

h sT ,M
?`1 1? O O
I N N
J
O v v }
J N
Z ?
Q O O 00 ^ ~
a o . + +
M c
N co e
n
FQ
0
0
?
0
0

Z
Q
to
O
O
O
co
N a.
N N M M

J 1 1

00 M O 0
N M a
O
c
J
~ ~
O ? u
e c
c y
J

F
a O N n Q
+ + + +

N M
co
0
? 0

Z
O
O O O
+ + t +
F co P C, n `eI
y N N fl. n M
W

Z J J
I I J
1
J I I
wns•wns-suona\u6p\04050£\sou?
£0011
,• ........
.rye f01"ll c _V
o
`
T 00

3
og

3 to
o? z
g

0
N
N
C
NC GRID
NAD 83
S/
a?? I
w °
.82
z
=a o
E ,
eZ
'0-
G2
O fC W ,
US ?
N z
O,o
_ W N87• ? k
169:OOF
=gin
NOa it
°
ooW
N? O
a
N b
W
' 15. '
N88•
W
N88•22.57'W 126.71

WNW
zoa
a
z ?
? ty
?
oQ
ja
O 1
Sf
y
i
ti
r
MU.E 'Q.lFir i
>sz ? l / r ?l
r
? 4 it l !? l ?W?? l
?/1 I
/ / / ! s 2p,??( ao
Ito
r ?1

a;
I/
/r
W 1 r 1/ ? y? I
ry
i
i
g 1
'? 1 II
Y
W W •F
a
Q
. d ?

o?
z ? oZ
3
Y
Y
v
tj?
2
W
MI I ; ?
I li
I,
to li z
a
99
1
I t h h .I I?s
I 11
Y z I I f
I
9ros''r? sl I ®? I
14.86' 0 1

W o= I' Il 11?- z
??3 0 11111
> it
c?c? !h " ' 11 0? , °? o
00
c?.4 ? ; jl ? 1\ \ s o v
M ?, \1 1\ \\ a W
?? x` \\\ v\\\\\ F'c>
N88.47'24•E 866.3

I/X
1-1
MA ?
Will ? o ?
Mfg X iiii' ii2
120 1
d1 p ? w
W? W ?y Fr
h

?° ? ?gt? w c

Y
q
AAAA
rx r
i

T
t?1
R I I

Y vOM o
I
i

..

a A
I ??
ysdwl.Ljs\u6p\OvOlO£\souw
£OOZ/
_ ?Z=? ? ' .-V'Q+O
W'? ? ?cs.+oil
?c
ZLL ee
V?tO C
?•1,,? ..b. N80' 28 r a
to
386.02F T
Y=•, w• (?
g °?a? NS°? ?$ 1•
joa o .Q m°
zm . _ a
00 or
>
S dam
LW
? 1 1 1
29 1 1? 1
Z N72° 09'42°W
C Z - 165.89FT ./
IL N72'074' '?dSgS 1
2W 260.48FT Si
p 1
41
FNS 1yii29i 'rar 01I
N c?SY ,? b
gia '? ZbF•SSry ?
PP
Odb I I
ZOO I
? o
Jig
54
.4,
I
z
¦ oFo
w?(p N
Ei d

?.o KS l1/
jtO ?'i m 1
m?a 1"
woo;?
O ~o\
daZo
w
?Z _ TDE
1pE
0
y 9• ?! 1
1

o
om
e
as
W j
F (OTC
•o IL
+ n
y N???
§
S
W
y N ? N
JI II II W
1 NNN

1
?I
I
1
*171 A,7?W
/ ?Iy
/
,1/ •? ?l llli
/ Of
/
I
?' _ I14I.ra1'? ?
'?.J011 N
l irl, l
I II; .
I III!+I
Ii11F) {
g
W
: In i l
^ i ?
1

I
-
I

I l
I;=
I
II
I
I
: I I
3 oil fl
II a I'r
1 II II `?
1 : III I
W I i >3 I ?\
II ?

tl
?I 11 ?
? Ii l
1 °' 11 i
1 II II N I I I
? Ilml
o"91? fTM
s
i? _YFF z
? '6.9gFT
+
+
+ w
' U
+
°vSO e
_a
=zvo+ o
??o
w
w+Es m-9

N
3
N 4
P
M M M
u co in
a N?-
1
(
1
1
3
M IR
?? N Q
W?
588' S?•0? E
?9p,43FT
4
u
i
n
1
1
ZoN
?-a
ZOP.-
OFw.
QOtO
a
1
N80' 22'22'W • I ' '
W
7.40FT1 I
3 ? 1 m I ? I
+
•ti III ? `? ! L
I I i=
W 1 '?+ III ? I ' ?
1 ilk I ? ? ?°
I
_II I I M
1 II W 1? ? `?
,°-? N86N86' 02'411
zz7 o
w.uN ?' r
w o.
?mo? ? 1
z T
e6'? P
QO?p
s wan N86" 41'42"?--??
H ? ?T
III Y I I , z
ab III +? I I , a
III I I '
' I .? I I , O oma
n Z I i /?. i?oo?
j,+ 1 U Oil I i mou,
't'j III I + w
II -t L , o Wa°
W?? II I I , n Qa
la,l -? II I i II ' N
W I
Ja -
1
1 II
f, l
? ? I q l i
I of
W
II
I
,
? +
CI
+
lyEL .` fh? ( I I)
4? IIIII
Illl
1 ?s
00+IZ /1S -7- -?Nn moffm
i
W
J
N W
1
W? ?J
Wti
t4j cr.
"8 L?
LLJ
h ?
as
--I
• O n
M ?
Q d1d
g

b u s
.
;

? Q

c

x
o

a

? ?1tf
nP ?
? p'1
? Q?
O
yr r r r

?

N
A
Q
M
q
t oC
°
v_N NI
r r
rrr

g

O
¦ ? V
y

i
w?
qN
Q?
\ Zq?
Z QOQ
WPm
?O
WO
K
ma
a
>ra WI
ro AA
CDBG & GRAVE I {?
DRNE
c4 II
T
? N II
W ?I
J
N88' S2 06`?
310,98E T
V
d?
a?
m ? 1
J
IJj IL
vf,?j? NY 1
=6 Boa DZ? ,? v
J !7 ? F^
4y.
N .?\ 1
QQ O 20?? 1/1?
WVV
``11 ?O-
' ON 1? I

N
1
i
+b
? Yu-
m N,
O'
N
588' 11'25'E
20.84FT
Sg9° p12??
•pfE 68.55FT -
8° T w
8T• 9F j
i
via
g
D b
g
U?
O
-- E
it r-
4sd•S01
........
....... Sigi935
ao m?,M Zy
? J?rti W F-N
0.oc
ti ??o? m3
? ? o Oz°?iOQ
v ?o-
3 z
g J6
o rre
55W y\S>ZFt r41
C4 _ SA02'IAF /? .
e, n
?'L0 08M?OP '. 55
? C
U .'t rc v 230 2.?F
z??o Z Z¦ 1 ?a ??
asi;Fi z?aolfl. w 1
w°- meow JAM I ?y?yy??
.? 11
?.1(al1 1 ?
0000,00
/ 4. w
QS
? N ? 4J ? S N
' '°? -' W 1 w C
ov, old mu
o?
°- N
z
Liq
v C
¦ 4.1 OX
? * z F
b W o? 3 1. 9
° M
10,
y h 3oO z E
.3.
1 -!W 411-5 _55E1
°
1 ?
?1N
a
11??
In y. ao F'(
?? T O>r g?0 96 _
I lu ' ? ? .2n 6 \
? ?i3 N ?? Fz
4 2.2
IIIN 1 1 ^ ??? 1 I ?\
` ``v 11? ?I
II ?
N 1 ,
fj 11
II
-O I ? rl t
I M ? I I?
o , I I
W O\ ?
of 0
V Zm
wa°
3
J Q
NC GRID
NAD 83 O / 583•51'55'W
N 235J4F7
ru wow /
YmU
a
N
LLi1
W iio. Q
O?
N? ¢ m D A
Nmo d° ? 1
w?a ? , 0.iA
z¢°°
Jza SJ 'W ?
?\ a 233.23FT?-
f\ Sbb •
\ OiiieO -
F
F `
S?\ N N89'12'0
4. + 230.47FT
f v? c
o cn
t? \ a P°w a 0
x f ?¢O\
1
tXISTING Q? 1 N , ` e-- ¦
0 0 o SF SILVE OVE R
d d - _
Nil
M
+
N /
1-
Uff
n
= O
W J ? ' soa csi l l /
/
1 ?Om
96-
1 +?m
* U x d 1 rv
_ INN
--- -_ -- -- ?, N85' 4,3'17'W ,4** i /
446.31FT
=°a
a 1
LLU? o .V
rz,9% '°`I rI 1 G?1 0 \ ao
1
1
Ili a?
o.
l
?L T1
1? o
I j 13 ? r
lam A
I il¢m ? y
1 ?
I I 1 i m°
? 1 a11
g
y0?
a,'Oym
rtma
p z.vi.
i{q o
m?0
UOm
p Wy°
?- 142.88FT
$89. 14'08'E 15 i
t
Nn?N
NN
u ? 120°h
Z~.O F
m°
? zm
I a°
J III `? . ??? 99Fr1 E
It
•e ?1.? l
;{ 1 ;
CO I
?/
N/
/ / CI
I
2I / ? / I

4
N

o?
? nz-. m° ¦
, a
9g/O
6
/
sF'?p9
?' a.¢ rraa on.
A,p

a
?
W ? S63 ;om M
i? Ups pg
2 z 3FT f ?am° M
?
V
°m

Z
?aQ?.o 1
',zom 1
y?
y`??lb
1
v
ST p 45400
Mp?CH vNE .L 3 ?

I?
R/W PER
s 2
aNti U`4
oa° ?O
a hO
o? 4M
?O
_20 W?
z
Y

?nj8 MU
oN'vDi n 0 y It n n 11
a4o.li_kOR
? ? pp
j?bp `N?'1l1
V)? ¦n?n
tnt4 ?Q
a
Dill nnnft
6: 44?III?ct
?.
?\ to
\ W??
y?p?i Q
gpb yma
2¢ cM
00?
O
1-zo
a
N
n y Diu u
vl,(t Oro
ysd•901ys\-5P\0b010£ £OOZ1%
W :may !: i ?tSb? -? AF/7 'y?1b
Z 1 ?M? t F r r
3?!...................
u °oa T - J?, N8
d?&:, Q z?u r W ;+I ?/ cr I 5 35g5 "3gE
? OZ=? ?? W? ?ON ? , p r r ? OFT _`
o?.?d N a.° ? II 1 IlM4 ?,?
OL ''• S,.• ??1 1 rl 11 y 1 QON
Q ' 11 r l?r ®22(i\
'gym
* r? xF Y c 1 yao
O8
92
19
o 'I
1
ww°
29
Z r S 21p,3939•W I l ll 1•) 2pg 06 4l f
g J FT `_ J I ® ?4FT __
C x"?WOQ ? 1 /I c
'IOV \N°a + 1 Ill ?f1 / ?1? aoov
;1 13 1 I? ? °
z ?? ? ? ?, ? boa
A?G83
l?
r(r R'1 ll rl ? Ngg. wn?-.o
J z l l? o` I W 208.?F ?? 3 N
se l
m 1
- ? o _ ? II 1 1 ? ? v' ?.
*? / Ill ll?j ? ,?
1 ?j V
7/22FT W 1 a / II ?? ?I ?? W `O Ooa atia
_? Sg W 11 I .1 , `oV31? liz' a
PER 089 3gA%Ep`E 39? 2` - 1 ( t 1 1' • -V ?aoc
4
?? Oy \ Ip
?- ?- W pp1 y yWCC
??g 1 a° .i f ( tL
aCIC
`? - II?v p n ldg? £ 3
S88-
qn
ZUNh
oOF ? 1 - 11 1 >! 3 ```?
1 yr¦¦¦¦ ?4?Na ? ? E tI ? ?91
1 =NF2 g I F
?a=o ?xl Ib 1
532?67-30=W - i I `1l I -1
1 W°'a
V1 ¦ ¦ ¦ ¦ ¦ w I tL.
l w2 ? z?iom
L-L 1 0 ?wo\
?QOv^? ZNO ?? ml ? III ? I W ? ? ? ? ? ZOn
.Cn
.`.IQa 1 I I I r rn o'ao
M I
'°o? O _ 01 1? 1 I
`Wio 1 _ I N725436'E
s - ? ? 1 21 368.T6FT
-. ; I 111' tay I W
I ? O
1 1 W
v fll m?Q
00'54'W
41 Q ?m ° 8 I1 1 I• g ®\sq\
1 C7 • Irk a°°" ?1 1 1 1 1. -
?N Z.cso 2
W°'
N ¦ ¦ ¦ ¦ ¦ ¦ oaom 1 "• 1 iy L1>'? N72' 54'361QQJ?? m? 568'23'49' 1 ?.
m y 354.93FT
V
?44F7 E ? 1'x/ \1 uw.
z?N d OC O 3 d 11, 1 \1 .1
?n??-? YII 1 Il NI1 1 1 m?a
°06 Zdy1L ? \ O\
paZo Y In Z? OQ
zap" Fmpne vl •11 1 `fix mo,o
o o$ mV3S 3C 0 1 1 1 ?zo
o- •c 1 .X !
go 0
o S V,, 1 1
570' 29??. •,, i ? ?7 N72° 54136'E
338.36FT
y4 3'N ' U` 1 1 1 N -?c-
N S??b?b $ =oa VA 111 1 1 :-
P L??? ? O \GO\ 1 `? I 1 ICs W, ? W
vv111177?? ? za 1 nti
O P%n •nP°°c 11 1? ?V : jNe
.¦¦¦nn¦¦ 11
570'• 27'5 \,q\
QQv9p? ? --?257.53F7 s ? I,. zmQo
1® Ulp wmm
'<f. , 11 a-' Tom
g L • ? x2O
1- $ all '11 1 €? ? a
"1' 1 1 1 NT2' S4'36'E_
S? m ?! J 11 1 11 II w 321.80FT
zbN ?? !- 1 ? 11 1
°oa •? 1 O
! 1 ? 50'RIGRT-OF-WAY
i3p\ 1 1 ' 1 PER SOM.1984 / PG-1334
avo
osO ; 11 m I 1 1? 1 1 _ N72' S4'36'E _
a 1 11 1 1 1 N-o 13.52
W ,' ; ?1 I W NN
572.14'55'W s. y J
1 m?a
537.41FT mm I ""111 I ?`O?V1 \t-o\
zwc
In ? ¢oeo
^o; m (y I 1 =zm
O go\ 1 1 11 1 a°
N 3=?o W 1 1 1
mom 1 111
STA.43+00
IgArChl UNE
WW

? WU' W?
ty
l
??
I-?' =Ih =J
V1 I
V)r+?
Wo wo
N 1 to ?
G „

?r
?
ow
? t F
a 10
g.; c
v w C
r_ r
? z y
F
0
ttt
a s

y` o`
0
i
?
t Z
i- V g
Zn. N,Q?
O a o,?
~°0p?
?0?3¢

N V o0
o C m
95

z a?
° m O
d
W

d m
P

u W
?O y
II W
vl y

45d'L0145\u6P\mb0i0£
£OOZ/f

? 08J •?
yz/
?? 6.
W.
FuW
l O j ? I N •.
? S
a.
°
°
?rg
og
N

d
0
N

N
1
¦
v
o ? ?li"i'?c$ao
in r u r r u u r
O?
3
® ? N60 OyF<
O
Qo?
o' U
W?
(P
NC GRID
NAD 83
2jh V ozo ?,? W M
? N
°(n t
W pOm
I
Eli
'
??m
a°
?i
EXIS11iNG R/-?
+ FISHERS CREEK
R/W tPUBUU ®s.

T1NG R/W QF_
EXIS oa
o
09
? 3
H
1 ?F
in 1- o ?
o ?
n N 3 ?? m
w
n V r
h-
, .
?i
_
?i
N ?
?Ih
EXISTING R/W
"ooo
O
.
AMR.
R

SON
SS
Zq
a
x4 3d?+1.OS
1
1 ?. Icl C 1
1 Q O N 1
t
sx . I 1
1
I / 1
I
I
I 1
I
b
0
! I
??? v lip I I W
I 11
li? I I
II I I I ?V
I
i i
b
s
I
I
i?
I
.I
I
I
7
I
I
k
I
I
r
I
I
2 O
EI
G
N
4
W
ti
-a.
Oh
0
,z
'30
<o'o
LL?U
a
?ur=\
Z
°?ortOi
I
r
g
.y
e
a
I
W
IL
1
OO+k •vlS -7- 3Nn NJNII
O
59'25'E
97FT
i Qm
c°a
?0-

• a
a o?
? a

Q w

Z
?g.?
a w e a o'
ago L
w c
M?1 ` c

a .+
p4 i
0
W
v

4
1 v ?
DQe
ob' bo$'I??o
t`nr rllrr
N89. 06'39'E
328.80FT
N83' 54'31'E
336.29F7 Q
`
ao
Boa
N
.o
a
O zp
'
2 f. a
O
1
1
EXISTING R/W
-?
4000
E G R/W _?
3F
Fi ¢Q
0
Qo?°n
N LL-
?
°
a =mN\
\ Ntp
v aU°m
H NCO
o
A
V tp ?j
1 tC1 ?$p?p,l;
Nr r r u n r r
?QO?11??01

n
O <o°
Ijod
r
z ©
zl_y'n ?-
N
3 M
AL- N88' 55'47•W
193.84FFT
N
m
\

w=0
a
O vt
b
.
O r
A

x

l?
1
w 1
EXISTING R/W

AI8T-Y • DR.
Vc_ ? .1
4sd'Std14s\uEP\04
r■.
0101
■ma■■■■■■ma■■E■u■.o■u■o■010110 .6 ■ in may
■■■■■■■■■ T0mmm■of
I
C��1w1��nomm � :11Csimmun a,
■■■■■■■■■EOMMMME N_1TVFi\w■MEN MMaMMMMM■1
nM■Mooma 0ME■Eo00 O:: 0J Vl`•1Li2 son ■ESM■■■■R ■
t■■■■■mM a.■■a■a. r_ ■r'•Jl..1L•.7MM 0101■■■■■EN ■
■....■■■..M.e■aE momo m■■ ■.w.....t ■
nano■ mamaamaw 1i JUO■E nma mm■no OSSSI a
,: nuOa.Em SMo■.uM ■I I ■run■■ ■O■ O■M■■■M■I Ir
■■■EaOnS ■ou0us �L,' 1C,0o 0101■ ■■Manus 1'
o.a■ma■ 2r
■■■■Han■oaaoaao■Ain N011111oMOE■■■M■■.1■I
/.■■EEE//....arse■OwooEa■o0/oesw■a■11�
nanaM.M/aaaaaaaaa■■■agar.■■■naaE■■■.r_
n00a0000 ao11os■aMa00000n■oor0 aaaaaa■1��
/0101■■MS■■■..■■■nM■a0arawoMn swommor
• I I ' ' nsna■000 000ManasaO S■Moo■000II00annsOl l's
.uue.■ ■...■....■ ■.uue.0 ■...mal irr:
gumnml r'e
li7mm11■1 f YfC
•_ao1 mal r �a
,-,� • n mal Irr■
�l:.v 1011 If•u
On -4411011 ItLma
rtl r. tll■1127[
t♦111111N. r
M
-.r\I ISI Iris
►■• u 1■Ir.
�i■il
INVERMLE
-aEuoma1
��rnl lrr■ar
►aMM1 Iowa
mal uuma
601 Ian.SE
ii2ul 1■L-
M•marl Inl Iiosul "u
ISN IM.]!
SEE.I INN lm: `f
roanlrn IOA
Rno0I 1.1 IOWA
....1 1■r I0Lt • .i
Iml I
■EEME■N IM,l
onsommIaEN
OM
0son■Mi 101 7
nonan Inv
0101..■.N I..�
0a■■asaiii
■aaaaaaaa■
■■maMOu"
■■■a
■MOOnommon■aaBB
■■■■■■■■■■
n1►?C�28momOMMOMMOOMOMOOOMMIOMMMOW
0101►_'►,wO OMS Oaw.ao■■■w■.000n0 awoarr
SO C�I ;tea: 7�t �ar��r■ mEOaraau■ mmou,
nr-r . aricomma■umaawan.nsom
In r. ; r r� J..l mamaaam oou11a mama
tE L_.'allr■.., 0101....■ 0mna0moomm MEMEN it
- 0101 w.M■1.1+.■■ 01...110 ■.■.m■m■eM 11
0101■■■7..!■L.1 ■ ..............■.■■.■.I 11
oaoOOro�Ow noO oo■a0a0 noo■wso0a00■sm,,EI
mmmo RIR: 4]MENEEMEMEN MENOMM1 :',11
■sa■■■■..■.mw EMMaa.M■o■Mnonnsom0Or'In1
oiiMMiiiiiiiiiii�ii
iiiiiiiiiiiiiii�iiii
noon on mmn
naaawin
a■anrEMaanaEEnnaMMis Ma
M■Mr77 wool
maoawman maamamao■ maaoaoar, sr r1E■a1
■..................■........►r�/LuOOOI
manEMOMMMr,
maman■ma■ (
HIGH
22
=11 1■
0010■■MI N.
S■omm■0' Sam
wommonl 105
oMOOPrl' ,aa■
.■■■:0,,y a.■
��l
■nee .0101.
waMa.i I■ma
mmat.ir000
sour!': I one
m■■naa boom
0006:, aeras
■■mr,a .M■■m
n0Z!1 ,BEEN
■O.e1 IMS\■
Seer' MESON
0000• 2000■
Orr■ 0■mm■
nra uuma
me ilommum
ALL .7so�
III■OSE■■
E 1 ■■■aa■
EaL1IMMOMMO
Ona mosso■
EMR' 1■M■aan
mm2 Iaa0aE0
OMMIMEARREAM
ommensommo
Emonamosso
am lion
nmMEaEEEEnn■wnaaaaanREEaanaaaaneaMMMawrtnwlNMlnaaa■nmaMaaaaaan
■O■EEE■MMMnMmM.■■os■00s■mmossu■■00Oa■■on0omom MHO■S■■Saa■rar/lto SOwlS0lnnnl■oS S■a■oo■a0na
mmmmmmmmmmmmmmmrm
sommonomommoiiiiiionnommiiiiiimommooiiiiiiiiiiiiiliiiiiiiiiiiii
11iClo 1'1111�ICC111CI�E11��1�1��\�
■11osllIrrniiiOi■iMioiaiOi oiwiioiMiMaioi.iOi0
111111"Z11)"11 021120
■nniloNn■lBii■iMlwiai0 niaiiiiiiiiron
■.■imiiiii A
Ammon uoi0i■i■iaoi00!
soon,VIIimam■■mans■moss■■O■S!a7/
ME.a0 O.IIn1lonloon■ommosoSOO
N.■.1Ika •la.•na'n.■. MON ■EA 0 No Bills NEMONE.■.AJJIIM....MMI■MI■■e.Nonni O.■..SEEMERI
smool I(.'IL �■ il�ll ■Mans■ o00M0000So r.71 Ll raarar aolsalraolrmr maaraaaoa■
IMMO11mm-ium-401-oIr'. Monona nommos%mom 11 l���11�� ���
NONNI It smon 11%1 nossms ili�l iiiiiii iiiiiiiiiOME N OEM iian
����1Ir■EIll71 `7EI,1 ������ 1�C��11C�� Fl IJ so111u110IC1111mI:C1 %mmmmmiiii
■ntftl .---.1.....■■....m■..l'.11J RMIX.. imi1iiN.i0n1iir.ia.iolu1■0.i0■i0 000aE■.o.o.0■■..
iii='ME iiiiiiiiiiiiiiiiiiiii:iiiiiiiii i..ii.i.i.i■iiii
wsmmatImomEassommumm!-4'lasO0
OaaMME 0
OMNI lmmrsrm mOoeM■11Ma■ J I . 1■MSEE.S EwaEaaOMom oeEOsosaa0
al IanmM�tli �EEI I■MmmEE rME.ar0002.l' I11sroE00.EaaINMMEaO MMwnosaa.w
sl laa7a:El:it sal 1111110, ommosamomm A110111■nM n■rrllmm.mm mannummmmm
tl lui1�•3:i7 "nal ur.un mawruwos0:a' uamn.EM E.IN.Irma.mR Ma.Omaa00
■Ilea\!nO•.3 �a01IEn.aMM annummonon �7 IEa.Em.O aals.11a01ta0 wE.■aeSaa■
■I I..11�7.:>ra• !0101! l.■.■.■ ■....■...O.O IEm.........................
ii iii s `a2i =aii uiiiii in' iiimnmmm iiliilii !iii
11 uta_ inns ^walla■ones ooEBMOOBEO o0, 10n■a00S Hol■MIS■ol0■O aao■o■nron
III pi li iiiiiii iiiiiiiiii ii iii..... iiiiiuiiiiii iiiiiiiiii
■11.11177''!121 OY■1lwan0a0 o0aw■naawo 0,0 ina....r 50110a■wsoa MMESnaMooO
ii iia �i:iui ILFTI tiiiiii iiiiiiiiii i[ iiiiiii iiiiiiiiiiiiii
tl It"�oa�'l{�� IIG'1 us0000 maaoaoa000 ro, laoaoaar aslsasaalmar roaaaaaaas
.I lc7caR■u■:,.linu.ou.u.o.o..r I.uu.u.luu..u. oo■.o.■
III NJTris l 11117" • 710'.4%MM1mL• Rpt !M1111M1 t�1111�111rn1111E0M�111
All INS i�AN .201INftiY3 LC. Jhd ij k ililr'nommumn amino INSNMI 1Oiiuon
sI ill i\[ :fel I■Eo0o.0a■EoaSOEO mal nOSEnEO Ra1sSIlEBIrm■ oEoaMENNEN
Ali allow
!'iO� �11111S1S.1 Oo■EEnnM■1 ■M.........11i1u1MMOO M 11o1MM
01 IEE16.1, aml In■MME■ Emomommomm now smsomms ■misoa■mison nsoEEmmson
iiiii �aWaiiiiuiiiiiMENEEMENIS "Esmoi ii iiuiniiMMMEMMiiuiii
■ILmmE� .Vl'-10111E■.EE....■......E.E■ \■■r..........MIM
■ ■ EL i■M■Mn mrinrlrrr■.rn. EE...EEE.■
alloMaan.EM
0I1011we t111111111s111ONEEMEMENS=a loonom11NIsuilmnion11mN AmmmmmM
11 loons -SME soul ISME■EM MEN SEEMS ■orl Imommmm ■■IN■INm.E.E amsM.aEMat
nL'--------_--J00■■a00■aaMOMaes MNV. IME■ESO sminMummmon Emmmomoman
smansommomos111om1ommmmmmmsmom11 IIMMMMO11\
nooes■conn OOOM■sons■s.......ME■"':11111112101111. sOEa■■■. ........ .......aas000B2
■ouo .�. �����..o. uouuo ■.................I.ME 1101... E.■.■
■a■■■■Sr\7■■morn■rim smommoSE■S ww" 7O■0So 00 ON Rom!O0 ■■aaaaaar■
iiiiiii Iii rAMMMI iiii OMMMOMMOMM immiui iiiiii iiiiiiiiiliii iiiiiiiiii
■raarar L&1�0SS000na00wnma■N0M0 t..N :00aoa ESI■S11SS0S0 mo0SSSS.M■
■mammas Ir -,7 _',FIRMER MEMONOME■Sona■ SEEN -ar■rr EEM0lnaama0 roona00ME2
■an■n■S Ntitr.'lTl^■mac■ maE■maao■■ nonp:.w■O■ONINMilo a110 oE11raMM.at
mommosi■iiiii.aNIXON sommiiiiii.iii
u.oa■.Eu..■uo..uu i■..n" ".10
1Sn Mn0w0■■■SS a.OMSESE.■SIIIN0M.00
100 uSSOSM..O 0101..■On■u M 171411SSSMS
lo■ nMoswo0.B0 oo0onoa000 ml 111 111■0000
Ino aa
Inommaaoonu0■u0■m n0
1EEnE01
00■ Snl II1l1110a10M
III 7s0sI.M0
m ■ouoor mauuB.o o n'1■Mmaa■■
------==Mmmmmmmmmmmmm n1 III11.m aro
iii ..11■■■.■M.EEE.non■,ueEnMs
1.•.1 uuu.l u■ ouuuo 0101 .n u■'Eo
0000 oouo.E 0101 n•.o.o
1�J '.;.m1���1 I'MOMS .11��C1 ��11'VmC10
1y1; 1`Fri: ■.MI IBM 00o0OaM.S OSI 11 :1■wma0
IC7 N.'.r. �a.ol ISO Swim .0 ■w1 I►'7amSEE
IINA'E NIO :f1111 111 low 111111
INJ mammCn.i l■O mosommoomO mat O 7amoms
Ir1 aji'1ii..._1 i mommonommo IRISH
I■■ Er51■Em■i Nm. t.EO.■.m.O E.II ■ 9'_ 0,mmm
7■■
It' ! R}■11E■ O■■MSSMmmm moll I "An JBME
x__95■OMOnnuMOO.0111 i'r7�nU
Iii iii9m■iIII o0oomomEms mall t 4r_i0w0
go
In ma■.nuon ■BemEaeMu nwn 191f1.no
1■■ ■M■MaMaaom SrnEawEnO■ 1011 IPO■nm■
1
IMO EOS0101■SM■■ E.S.S.MMMOOMII p RISEN
1■■m.EEE.E... ....0101..■. E■II ...E.E
100 oo00s0aEM0 onM00SM.S0 a01t IINSO.Ma
1■O OMSnSnanMO onoo00S0MO OMII P11EMSa■
I1:1CSao
IME ■E■■n.nnn■ ■nnMannanr ■.l, I Iu■.aM■
Ima maaouwo Euooao man nuo'oa
IBEns]M
ineammn■.w■■■■■■■■■■■01.11 .EMNON
OMoOooMo noaaS000■0 ■■II 1MENEM
ii'iii
1■o a■awn■■■■0 M.Ma■■m.0o nal Alr■rsMr
IME ■...r..r.E EM.r■r.....
inummaommoommom . l JAN
Imo ramaamauM umamauo mal numa,man
IBE moouon aosnoo■ aMr l\nono
N.■ ■.■.■■■■■■ ■■■■■■■■.■ 0101 N71■.E7■■
Iw00o■oSn.MOO a0oo00a000 mo1N1100S0O
Ins MEOo■oawo0 M.0.o■O.MM
IME OSS.OnaaOS soSoo■00.M rS 121laM1B■
o■M ■0■a.a0aM0oo 01111i 00110082 ■M■w "'1"'111111120
IN
in! X1111117 1
NEW monommmmmE ■■01101■■■■..1 R.1■EEE.■
IME OSSMM.S.ma EM■■smosom nl II ml■mmlam
111111MBtB1B11B1BBMM..111 1��11MENEM
Sam nommummmus sonomm.■e0 nt IIINMM■alo0
1n swommiomf III
n .0
OI 1101/00/00
IME N■E00s.naM M■aam■wooS rl 111 nINEMNow
.......SSM■w■ EMOSMS■.M■ E! II�SIn■0OO/
N■.luouvo u.uomo. lu ,.Hama.
O...eI
0001■■■
00
no
0101■■■■'
r■....
iiiiii I■
am
0101...■
Hou'.
main
mania'
■ME■M.
n.■aaM
■mamma
mann■n
ramawm
0101...■;.
AimmammI
Huai _ -
■mma■m
now■■■1 Il•A'n
uua■1 IF-■
MaaManl Iw.�S
maama■I Ir- ■
0101■■■.11.■■
■aEM■nl Ir�2
mmmmmml l►* -m
mmmmmml D:• ■
■....OI IL7t
aaa.Eml larn
n■a.EEI In_ ■
nomm0■1 Ira■
nommuniinal
0101■■■.I II IT■
mass
nownini 1 �.■
MOS0 1111! ii■
■■EM■MI In:Jm
111
mamaol Iran
00 11iri ti
■EE■■nl Inrn
■■.E..1 D:_ E
MEaE11■MMa1 mrME■Mason
■11\000■MB 000aasmsEn
Oa■■Moats■B 0aoa00aaoO
Sam m
■ oucau. o. uuum
Masao 0
0 .... .....■...■0■a■M
oaoe■■■■nO rrro■r0M0■
E.m11a.amaM Ma.m.awaMO
EEeMw■■HMS SaoonaonOm

ot'! ■mmonsl
■1111111■
■11111111■
■E!M/11111
1012urs■ m■E■■■SE■ un■MOn■ MOOR■' t ■■ nRO! 111' on
amti1ul moms, prnsnlEMn onsmomimmommommmoon 01111111 I1.RE 0SEEN11117l11
a`ui71N EMM.1 G:l7■1MEMa OS.EM1NEM\ s1ROROl Ir1M OEMM■NI IK�on
n, ao EMmn w1.a�,uMROa EROnnmll ■SENSE, iron ■NN■ul nn
on
J71MN MMM., V! 0�7':\.Ma EEMMaEwwME Emmmmnmmmmnl Ir0E Emommo 11711:1111
al 11.00 Emomm.w
JT;1MN ommn rola. 7aitJCA NEMMaEwNMN Esn■a' IfwE NS■EMMaEME
i'J!t': ■.m.t 6,:a■mrlIN ................ It IN ■.■.■■.■■■
iu iiiwiiivl�iiiii-9iiiiiiiiiiiimom� i iiiiiiiiiiii
vm: a ommom rM ��i■[ i iiiiiiiiii
E771711MEN l' 1l Ilf1GJ1wsss■Nw■■M E■■l/lit NLaa MMMEN ■■■■E
is T7iZz ■oE■r ownriNNEwr o■oowoww■w ENSE"'J r[lE EIEEE■EwwE
IM?„1"lo1N■s ■......■.■1111■1.1MM NMMl�J saaMNlnM■M1MMs
a�a�a../Msn/o1/EEsMEMO aa■awa■EE■■mnds.lOmosommmoss
Irma■■.■n.■.■■■■■.■■■■■■■r..r■■■■..rt■■r■■.■■.o.■■■
i\rl's SEMEN sommommomm ONNEEMONNN mosso CC7l onsommoson
'.7riaas M■w■EM■■■■■■.!1111 11MMnnM nE■NN!INaM MMa■M■■■■N
�I+.m■rnmwmoll[mm■mmmMEEMEMlmnmlMMMrrIMraMEMM1E/EE1N
oIN
I'I�1la w.w.\msmmN■■EEE IEMMMM■M■M Emmanl■Ea■EEMn■mEnM\
IJMMMN MMN.s NMMMMIM..M 1111NEMnMM 11E►�1 EsaM 0011111111100
I
8. 0. 10. 0. 0M000■0M0■■■0ww sooMR O■IOM■M■Mr�!■n>■■.■■a■■MMs
I.■.■■ ■■■.■ ■■■nr.n■nP.771•!■.nnr T'1 -Il 1 ■.I 1■ ■■■OOE■■■■
---��MMOMM MMMME N 1■1:1.7E= NI'JN111F tl 1= Etol NNYE ■EEMEMEIIE
En1nnM■mon■■■■■■■".■.■.■r■■.■■■■r, VI l■YM NEEM.■.■■■
NNW WENN
NN1■lmmwmE ■ 61EC^{7i_ _1II 71.7.1 C VM V 1 r t'/ ERI 1■LIE ■Earn.■■n
Es■■EMMOMN rdYntitr9tYP 411.1-i(w+ra a.i�ERr ISYS rMOMOMMMEM
NMMEMIMN/E NSE' 4:Yd [ ■E bf :' a ad1 E1 I I; Ir III Imrin OMOn1nOSl
INMMM.IM.IM EM1rrMr.Mm.r■■rrr■1M
6_1
111111110011M
I uuuNS1&MuNSNSNSuISESESEo .ROSE, ,muM oSESEnSEE
USE
iiiiiiieii iiiliiiiii iiiiiiiiii 5
i0
0
0
0
1
1Mji iiiiiiiiii
N1NmmMME■M MEEM!■7rmr Nw►4�MMrr r-I-r7EIrl■ n■■
I EMEMROEMMO MOnut• q=1-NEI
nEMEMIaa1 nan
NS
Ila■MaMwNM1E■a■■■EM■■EMmmEMmmmMEEmEMM,rI■mME■MEMmmE
1I 1■■11■1■■1■1■1■1■11■ 11= KI 1-. i.I■.1. i1=:ir�ir�i'airliI11i1wi�it 4i!1i '.iINilM1il1i11�EM
000noonoonnoi1a1i1i:i1i1■ME1E1NEN1E1nE1Niiiiii■
INMMs1M1NME ■wMMMEMo1NNNMM.lonwm Nmm■mal : �Inoommoomm■
loomossmommomom
la■■a■wwwwN EEEOMEn11E ENNas■w■■M NOMOMM"7"mmmm■■now,
IMMM1111In......■.ENO1IEMEIEmmom mmwNEEI►-J Nn11n1momm
In■■■MIP_-!------ 711 ■1lsomoonmmommol ol'_].4NN1moENNEN
rMM11.a [a 1/////11111 mMM.1o11M ESMEN■I 1=:1 w.........
Ew■oM1wl l Iul _1011':1111 I1r ■11111■os■ ■mommol ,11!%II ■mmmm■mmmm
I�+Ir1 �•jlm-: It11.Z11ns monomon---------� 11������������
Ir.M111111�aL�oA`IR.I Ion nommmlmmmo nommen' 'L'7M 1n/NwNEEn
I.MM1■1111L11 ■ 7MMErM1In ■EM1■1o1MM ■a■■1■ .,:a■ 11M11E1■o1
■!mM■NEl Iyl l EMorMNEI Iwo ■111■1■EMM M.M11■ -HEM ■■1E■E■MM■
Immmm
■■■E■■■I ILEE■O!1lrjl IME ■■na\
MEEII-:7ll.ammML
IMMUM7� ■■.■■1■■m■m■l■■.m■E■M■
Im■m1■EEn1M M11M1■1111 N111E.111M O.EMEI Id:-1Sol A
wN1111n1or
IMnnMMIEnnE EMME1MEr1r..MEI■1.EM Em■lot INMN..E■E1■.1
I■■EEE■■En■■nm■■■EE E1■■■■E■EN .�nMN1EE1E1111
InEaaamaMN1EE■1M1EMN11nE1N1NMa■rMMammalin
IaaaM■1EN.1111
I.rnr■■■■■■■■NS■o■r■■...00■.■■■■ora ,a■■■■.■r.r.■■■
Enol.E■Em■■Mm1111M1EMNE1111M111M11:.IrE1MNE11111111
Ir111Ew1NM111n11n111M MaMMMMwaaE E■E:': INEEN MEN ME
ENM MEN■MNa■MN
IM.M1111.M1 NMo1111MMM N1MM11■111 s1Mnri I1M.M 1111111111
IMw■■ENE/MEM■NaaEa■■EMaw■MM■M■ENMrrIIINw■EEasasasaaN
IM■■aaMM■wEM■wwaEa■■EMa■■a■■EaE■Ew■'1 mmmmmmm.MMMaaN
1■■....■■.■.■■.■■■P "'",MMM■■moo■n■..■■
1 ■■■MONS.■E M■n■Ma!'t!• ;7, w_' ESC7 raEM1E oaMEMEMan
RUHHHHUNDMOOMMOMMOSSOMMUn1 ASOMMOMMOSOMMEMI
IMnMMMEE■a■rrrma■EMM, N1MM11n110 NMEI l E■sn NEM■EE■1n1
I r1mmNEl llmr EmlEE■ ■■■■ ■OmEE1/111 s■nl Ironomm mommon■■n■
mMMM1■1171 NMM11■ siMM N1M.11M.11 mor 11 i111NS EM11111111
mO1EM1 I: VC 1ROo■ oswnommus MOS IIIIo■....OS■EM....
■MMamol l f 1@1p. -.11111M 1.EME11nn ■1l ll 1N11.11v-----7oN
1■■■■■.11.•.7^. Va�J_14■■■■■■■.■■■E.■.■rod■.............
1 ■.■■■.1 IC T- 7a'J A � ■■■■ ■■....■..■ ■.1 . 1■■■■■ t ■■■■..11■■
n■1M■1 r%Elka ■uEa■onEM1EEMls Em:,lr■■n■ 1 nour.o■,Ina
■E■1■■1IaJ► r1n1i11111 n111EME1E s11 .MMI 7NI Irl
■M■EE11 IMY■ MW1r■ NSE■ ■o1EMEME1n sM 11156111110111 ■■■Llt■I IaN
■nEr■n I■■r Er■■r■ silo ■EEE■■■M■E r■ tl ■EEEEE 1111x_ 'MI Ill
1 EMulol 1 ■E 11-371 Ema noun am ]J IMNOSEMI I r -_sl I1N
Iomminn11O■rnr iB"mMEMOSEMEN
.-\I1E1r111.1■rlEllnl
111■molr^.11rim■mnomm. NEE11M■E1f .� adEEMONN I OMNI NEI INE
■■■no11,:7" '.t1mn■ ■aE1 ms■■moor -4 ■ 1EN1M.11.1EL EMI Ill■
1 ■■r.rrl �..:...... ■■■■ ■m■a■.■r■r :7 IraEEMlm I E■roam[ l■■
I ■m■■m■NS■■ ■■■■■■■■■■ mm■■■m.m■r e� It ■■■rnr■ �-=err
11.11111EM1 sM111■1EENEON■■E■MMIwall
\9M111ESEN■EOE11■
■MEnEMEEEmE EnEMMIMMMMEMEEM■mEE\�\I�IIMMMSMMMMI■,MMM ■■■Enol
■■E---------7E■■■■1■E■E■w■■MlC•i EEE■■■ M■a
o rr.�ESEmunSESESEo NSROMMROms o I Irr .ROSE. omnmu■
■on a' 1,I V, I.N an 111■a■■■sa■ ■■..EEE■■■ ■' II11
noon IS
oon'•Sail: 1711w11N11■1 N1MM1MMo./ 1 lMl
somerl_41.�� al Immosommo mmommM■wMl Ila■1
aROa rl u1111mn RONM1.Moo' ,1 ,111
■ ■1 Wllrml Er 11InEMEEmmN 1/mmwMME1 : Marl
nomor ■o■E■ar/NM�NIIn11MNMMnE1■sw■M.s1Ims,
MLIOTIMP■ Na n■ROTY• 711MMEMMa■E Maw■E■ROI I no/1
MMMMMI
■ o ■car• a lwn n unlSENS NSmROSE! f l can
■EMs■M■■■wMEa■■wNNnN.EEEwNa.■f►�l.l
■M■aNM■EMM1MOEMEM MENlrnmfl rr:..■1
■Emmn■■■sM■M1■■a.OMr■s■M■s■n''1dl non
■ NMMMMIMNMI.MMM.111MM N1MM11M 17.1 rl1■1
■NMMM11n111 rmMMM1■1wN 11MM11rfa1lMM■1
■E■■■Ma■1■EE1■MM1.111EE■■MarIL-NOMI
■ ■MONS■■■■■ ■■MOUSE■■ mmol in■i ■NSI
■■■■■■■■■rE■■■■■M1M11N ■■■■■■■■■■■N1MMMsf7LI■■■■■1M1NNN,
■11MMM111M1 r1MM
� �n����w�1 ■EM�M����� �����1 �1'lM. NNN,
■NNMM.11■M1 r11MM..ElE.Nm■w'ILIMNM NNN,
■NNNNNNNNNN NNNNNNNNN■N1MMs [11■1 NNN,
0 NONE MEMO, ummom iii,
■■.N■■■MM■■■■■■■MNEME EMlI LrmMmM E.m1
■EEmmmMMlm�M..mm■mMME EMlI ,'EEM■M Eaml
■nNMEMONEM/7-,.1:'. ^ll• i�T.rl!'�.R9t.CI-1. 4EMMMNEMn moNI
■ Emmssma" CC Uii1 iLlE-0 r:Ya .%,SEMEN mool
■ m■m■■MMEE11111/■w1EE M/ ;. E.1MN ONE,
11:1■■■■■■I IN NNNNNNNNNN 1lE/ ,..•1111■ OMNI
■ IF_IrMOSMNI 10 NOMMENNOME ENI 2 7�.MMMMM MMMI
■ a 1L?nMNI IM 111■1EM1r n ,.
NORSE
M■N,
■ T:1C^a7■EI IE lmE■m■■■■■ ■■ 1y:1■■■■■ ■■■1
■ "�.PKa�t r' 1■ ■■■■■■■■■■ M/ a'tame of remommon somi
■mama ■Esl
■ kilL 'Mo■aiat BI1■ MmlmmEN1■m I, IF 11/1.M.11 ■111
■ „tl■Y■ I■`II It n11EMEMEMn I ,.1MMEM■Mn NNNI
■ EEm+IMMl.111N MEN, Jwmmoommo ■EMI
smommommon
gil
■LJMOE'l�11 Ma1■■■Mo1l lMmwNlnloM NNNI
■ ■ 0000001
1 ri■i■■11■ nNSll ■NSar / VnranmM.■ ■■■1
Igo ■■■■■m■■r!
■MOMMMMMUM■nNSNEMw. it
■ assn...■■E Eaa■wwr
■NNNNNNNNNN moommor: M►
moommor46."
■ommoommoommommownommoommoommommowinAm
■ M■■wa■■s.E NMn1■IMI\7r
1 AIMri1mmmumo mmEmr -MMM
ANNIRM
SEMEN
oWSOMIlillIn/T IN■■n
IAMENON
mommommommons,■ EE■■O■1■M■ ME17rANNEEM
/l.EOMO
■■■■■■■■■■orf.■■■■■■■
^iilml I1Mom
•4 -2■1IMawE
alaE■l I.M■N
[FMaI Ivens
i1E.; nn
kENFAI IEEEN
oar"�l 11111
,!MDSE l lam
HELL 11 I I■mEE
u[-'lrnmoo
aF'�"r.� I IanN1
wt1';1I INNER
�canl u.n
,_c�urnEMN
.au.uuo
ii =EMI IaMM1
x.11111■■■E
oummul Iamumm, ms
11M1
=M1.11011111
M1l■■MSEEMSnomoniiiii
■tun■■■■■■ vvuNS■■ ■uNS■NSr.l r■I run■■■■
■Ms■M//MME ■//////■■E ■//■1///[•� 11w1 1M1//■■M
EUM1nEMu�MEMEMEMM u■u■nna; I SEI InJu.■r
oE====_===--[■Moss■E EM■a■Maw►.I1■I IN'l10■wE
on C.J////■ E!I INS//11M ■///////►`t.' 1!I /rl
N1 r �7':1M■r ■■1 IMM■MMEN NOMMENOMrti 1■1 snN/M■M
ii fg�a► iii iMii ii/iiiiii iiiiiiiii� iii 12 moomi
i"�ii....w.m..0iiN�-1ii1iiii'w-i
on E."
11-4+aL•11t..■■■■■■..■■■...V V.■ ■u■...m
NN rriaJEY■ x.711■SOME NNE■■/Moon los arEENEM
■N a11roMO-RN MMI IMM11M1s NMM.IMMMMMLIMN aL1MMMr
II
NEEL NMI I/■EEaME E■Nmlmmmr: r/N 111-
l■1MM
NNlvnnr t\p1111MM11NEr M■MM11NlK1Mn Irv■■■
on 1.117.1111 [&MEMOS
E ■�arLiii MMI IM.11.1r onnommoNN►: _IIIMI tEME
'■M
in .......... rr1n■1MMM►'.IIMIIMJMMMN
■NSSEnum n■non■ uvvu■■ = a '1121130111.111
NO!"
N1EMEEM■MN ROmommmms■ Fmlla ■U■Ewm
SEENEIIMMMMMMMO
a NEE a iiii!II il 'uiii
■■■l'X11.■■■■.■■.■■■■■■.■■■■■■.■■■■■n■.■
N•taRl l■MME mlmlomm■E E■MM■oaMEal \nM■N
NtiJI!=11.111 sM.n1MM1Mn M1■1■1mommnn.M NMME.I aL'oMN
1-7�W1:VER mommi:ilmaga1 MMU.:: EMO MEMEII ILMOM
■.7MMI E1IM M■w■a■MNMo r1oM■MawwE ElMMa11E71■N
M-am■'•,MMM Ea■wmMM1■m MM/■waMaoM MwM■all■J■M
■■m■■�•I11r ,,,No-mm--Mm
1■■M■n m--MmEEE■NNow■a1MnM■
l■a■a■EMms oMEM■sMNNE E■Naw1n1MN EMMEMI'- MuaM
■■■■■■■n■■■■■■■■■■■■■■■■■■■■■■m■m■mmomomal
iii
No1M1w■■MEM■w■M■■a■EEw■a■■■■■EM■EMMEI.na
IF
■11■11NNEE ■mlNEm/NMN 11111■EmmMNMMMM11111a
N11ENa■■.EMM■■Ma■OaNM■■a■ME■■E ommmsmsol lri
sommommommomiiiiiiiiiiir
111.1111.E NNMm11MNaEEMMa■mEMMs11■1111111
■■■non■■■ nn■NSu■ ■■NSun.■ uuuNS■ 1
■aa■E■aNIrV7gw■■sM11MEMMa■MMw.N■lsaa■aM■a
111111111 n -0-. '1P pql I1/MI IE E■w111MMM1 E11w1111MN
sEEEM■■■1 N ,■'-41,7- art In sommommom
M■■Moo■Mn EaaaMMMM■a
sMM■■Maa1 r"_7Lar�i�111 mMM■a■M■MN Om1aa■MM■M
■■■■■■■■tail■■■■■■11■■■■■■■..■■■■■■■■■■.m
■■■■■■■■t ■ Ent ■■' 1■'III■ ■..■■■■■■■ ■■■■■■■.■■
N1111E111 Mal.11rrr�[IMNMM111MM1MM111w11NMa
mmmmmmmmlbzz■a1 r IaTMC�.f.somonommomm
MMMMMEN
l IE M■■MM■■■aa ■Nnoroln■E
IMMUNEia ME aimommonommummumm ounnommoom
N■slsnaNMM MEM■■Ma■MEM■■wM■M■■a sM.MM1MMMN
IMMMOMM�11■ MMl1°iMMrMM I I��������t ���������M
sonommi■, 1 HKAH ■i i .iiiiiiiiii
oowmEEMMI In NMM3'!/MMM I InlmE■mmMs oM.MM1MMMN
NEMM1EM1rn nM.a�rnnn 111115111115 NROEMRORO.
E■uwN1n IN N,at+ zalr 1IRORONSROM NEM■MMEMME
N■M■aMaal IM EDEra:!f'SNE I I■■■wsN1.r MOM./oMMM1
■ Ia•�.NSnu
N1 I; .anMlun
a, eE1nn
Er unno
NEr_7■wnNM
MO �dlluuMN
NE,1: JJ■EIIOS
00, 11a
vI I+ wu.0
a■!rr■rn■■
■111 ■ lmmllon
EMn 1.,ME111111E
no,,][,ME
noIL
I, 11 M1Nn
■Mer awn■■
0111s I Iw11NM
nMIrM[1.E
■NS■ m r.nv
.MEM, "I'NINON
mn■1 a 1111E
■111MaIrmo
EMn1n E Inn
nnnu Iwnm
■■Il■11. Ir 1111
EMunl Iran
■nut 0 ONE
own
■111■II■ \wo
..11.11■ 11ta■
■Ellnm 11 an
..EuBEI Ir
Hmo
■11n11'n ■■
■n1En11 111■
molimen. IE
Ns11M11■N tm1
■■non■■, It.■
0011011001
117
mo11m11oma a I
HHHH
111 U
nnmNMNMI, L1
mn Ir
monnEMm n
monlnmm Ir
un■num ■
1.+�1■aMEMM1
■NS.■r
Noss■I
■■■■■■1
■■■■■■1
■w■omml'
sons■ml
■■■■■■I-
ommomr
■■■■■■1
■.■.■■
■■■MMM .
■.■■■■
Nossowl'
am
■EEM■MI
Omni ui
non/
run■/
■.Mo.. .
nnnl
-
NOMMEE
NnsN■El
nu■■lmossomlIC1
mmmmm■IIF` ■
noNSl n .i■
■■NS■■I INS,
OMMOOMi iV �i
■■MMMU, IL��I
nommoml11 iMs
an1N■al IMVN
EE■ Hmmmml IIrYrmMN
H
■■■■m■I II Ir■
Nuu1I rn►a
mmmmmmiixmm
mEMull IC � ■
EMo■RO
nlr a
mon, I6L
MORONS,IN�r
nomm:C11'TC
NnmmomiInlr
■mm■■ml a:] IN

■■■■a.■r■■■■■1■■■■1■■■■1■111■■■■1■r■■■r■r■■_:-■■■■■■■■rr■■■■
----------JI!!!1!lM MLlEE!!ElE alasSMM.....
11''1 ..Ho!!M!!!!!■
011110!!110■M81l000l0000M!!0!!l0000l10OSM0MlS l0LiJ i000OM000SEElOM
■!■!!!!!!■MMOMMr.--------1■!!aa!!!!■!110000[•.\1 .ltttaa!!!!!!!!a
M■lMSttO!!!lt0a1...77`■M!!!!00!!al00lSM■!!MlOC�' 7■aS00t00SS0SS0a
a-MMS■t■S. SE■001".1L 00EMt■00■u ■SSSS■0■000 SS/r.
a■0.000..■-J.. au!!a!!!a!!!!!■!!■a� !lS!!!!!a■a!!l101SSt■atllStSa
■!t!!!■■!.■MEN.•10!l000lm01.l00S■0005■■0■■■
001!!!!!011 SEM"I�00P\tEtttMMttt00 M1101M0■■MS00011t00SsO
awrlrrr■r■a■■■wl�'7�.f.'�J•l■wwr■■r■rrarrra ar!'Jrrrraarrrrrrrr■
wrwwwwwwww■rww■1:�7\.a.ti'!Ilarrraarrrrarara 00100.■1111■■rrrw■rrr■
aaartlMm M!!!!1•••1laM!!lM 1MMlaM!!!!a!MlM M!■.!M!lEMLttMttlttl
uuuuuMuul ural !R■auuuololulo,�uo11uuuul■
■1111111rauull:r-laJarlrloluau!laular�T uuonauuuln
■!■■!!S0!lMSSS■IIVlS1/7Ml0 MSOOMS!lt00000M rte" ssomm0S0l00000S■
■0 01110 011 00 0 0 0 01.,E!.. 00r.'J•'J 11111111 ■!!!OlOOOM _:../1lOEl1 EtlOM!lMEN
■0.!0101111 00S0S1.! IMl' 1 !� 7111 111!■ ■!011100011 _ 7 / 111111100 1110001110011
■!!!!!M!!Mal■
MlOOOlOOO■000M000OOOSSOOlMOOOOMSOlO081000a 1711■001■0Ma01lSSSSSO
■■1■■■■■■■■■r■■■■■■■■w■■111■■1■■■■■r■1■r■rrl■■■■■■■■■■■■■■■■■■
!l110111111110■OOOOOOOOO■000101OOO■S00011lO00001 Y0t000Mt00M011lt1101101
00001111001■10110010000■■000la00S01000MlO0001�I ISO!lOO1000000SS081000
000■000lOO■..11110011■O■l0000OOOOa00O0Ol000E'1/0111100EMM 0011011110011
10101101110■11111111!1000■M110MlO01MS00lOM000M 100011111!11 0000■S!!■O
nommoommmommomm1�0�����0\�\����0������������■tom iiiii!!■OlOM
■■■■■■■■■■000111■1111■■aS1■■■■■■■■11■■■■■■■1Y■■■■■■S0000a0t11������
1111111111111111111111111111111 iiiiiiiim 11111111 11: NNE, 1111111
O!!!■■■■!■l1100t11■!!allt!!l000O a0t!!!0■S, LO■!a■008110011111lM■M01
OOOOSMOOlM00O!!Ol01000000a11SMOwatt0OLS01ft11!!MMlOSMMLwMIIMOl011M
M■MlMM!ltaxa!!!!!!!■a1■aa■aaaaa■lalaatll all■aaaaaap 111aa111a
aa1111111a aa■■■aaau au1aa111a ■SSSSa111.r !!!M!!■ 1�_ _llla!!!Ma
110111111..111SE!Oman 111001!!..11 1111110 110 0 II111100100MM00r01111t!!!t11
Manson no u1MMM000000 0011010000 1■ 110 00 01110 1111 I O!I11111111■
■SSS11SES0000110111
01!■■w11Ma amore SlMOa■!!0!181/7M11000E■001000 OM01 IMMESS■
00111..■SE■■ SE■■■a■0000 000000100//000 00/00000000/ 1100 00110010 50000 000011000000
■■1111■■r■■■■r■■■1■■■■■■■1■1■11■■■■11■■■■■■■■■■■111■■■■■■■■■■■■■■■■■■■■■■■■■■■■111(77
a HHMSM!!O■■O■MM00■l111111MOMMM00111111NCH 1111111111111111 MO011MOt0110■110M0■O■SM 011111!01 IRb■
a,IFrI
11100■1110■000■,n■■■■■11■■■■■■■■■■t■■■■■■■■■■■■■■■■■0I■■■■■■S■■■■■■■■■■■S■■11000!!11\0011
111111!!1111■�lcflOOlSO■■S■08100000■M00MM00011altOlMM■O0MM11SMt1111110M 0111111OMEOM1111t1101111001
1111111111110■ t'11111M000�!!!!■lSSO■ ■11tOl000O■ OOOOlt0Ml0M S0000MO00M OlO■!!1!!1 11■MOM] II IIx
■O!lSSOlMlcllta!!!r■LOS0001111110!■!!O■ttEMNSOD■11SO11!■t000tO!!S 81!!!O!!!lI 1■•SS011OIIIIM
1■■■■1■■■■■e91■■■r1■■■■r■r■1■■■■■■■1111■■■1111■■111■■■.•Ir■1111■■■1111■■1111■■ ■■■■■■111:'.■
OWN Ii '■■■■■■n■■■S !i■■rrJ"■SIr■
lDo!M■r.1Ru--jr, 1111
xiaiiiiiiiiiiiiiM��AAIMEaM F
akllu!!uM u!!lunv c�Maluu
Mr1Iv�S00000000■0000110//■■r /■S0S!
l�fl:t!!lt�ltttllttii!!tr!!!!!t
Ool'PINMVANNOMANNEMMM
!!t.\00!!001110:Il,ir',lt/attlu!
amNNE
111SS0■ 1.` it
IMOONIIII
I00lS■ ■!NG
15000!■ 10V[I
10110111111E7C
KENNON 111=41r
IUMOO Iloomon t 7■
lo■u ■nu
MONSON oft -91!
MOONS I - Igo
ISu!■.--•ate
10.!11!.!.0
11101111111i
Iiiiiiiiii
r 17 J■■11.00■■■rrr■■■■■■
00+11
�o• 11111.00 oouuo
I✓ 01011'. 11111111181011E
• � A70MOM� 10111110111111
iVY1C■■0S^100■!!!■!!■
uot.: nuu!!!o
t�SSS000a;a1MalS!!OOlO
iulula� I ■Mluooa
urro■■1. 1 ■r_J■■oo
1■■■11rr■r ■or1■ou o■■wr■r■■ ■uoulo o■Ia'lolu ■o■u■■u 111111111■
Iuo■oruu000■ 011 a lra■o oouuo urno 1■■■.. ■ro■1■■u uouo■1
iiiiiiiiiiiiiiiiiiiaiiiiiii
11111111111 noloo! ol:l7culi ►aMouoa 00110011 IMo1u uooMlo uuuon
111111010 011 00 01110 00 011100 0!!.'.11 {' 10110 MO►�OO11000 11100'11 1!111111 10111111000!■ OOOOlSEOl1
1!!1100110!0 EM0000!!l00010::11�:■!110■■!!►�\OOMOltl�I!lMOS 00000OlOSlMO!!!!!!!01
I110t 11111111111111mg, �71--a:.r. J MEMO ■NIffLa71��I1��
111■►71M11u1 uOO■1111■u M00�11 _Omni O11Mri 111100 NNE L-1 ]SERIES amS011O■0u M■SSu11MI
111�•.a I1S■■■ ■■r■■■■1!■ ■■■111.'.1111■ ■1■r .■... ■......■■■■ ■■..■■■■■■ ■■......■I
111�.1I■■r.■■rrr■■r■r■■■r�:ll■..1■.:7■1 ..... I'M ... ......................
111:►f ISlO■■ 111100SEu luNI I=LOOM:)NO■,,1.101100 E11t1-�l11111111111111111111111011111111111111
ii ilii iiii�� MN���N�+ii its=i i iii ii,�ieui 111'11 1111111 iiiiiiiiii iiiiiii
11 1111 11117 P_ 00!11!!!■I IOMSOcI In0S0M 0�•]!1'\,\7110 O0l9-IS11011111100 ■11111..111 ■1111!1111
1111111111111 r 19\!!lS1INS ;0111; 11 0 \90001101_11000100 aMSMlMO!!a ■■1111!111
111111111! l: 11111111111 :1:11W 1zltu ■l►111 IL' J0!!0l+.111111L11a ■!l00M000S u!!!lOSEI
11 ILMlMI : fl • • ]111111! 100 11111 W S!0■ ■av Ask, 0110 A'I Iw110l0 SlOO!!!t!a ■■MM■■ONSI
MOVIE, i�11i�yn
111■71! 11■; 111■.m,E a/ 111 i] 110
.. 111■■■■■■1■a_ IFI■■■.1IT■■■■■l.i■r■■■■■■■■■■rr so 11 11 In 0 MEN C a110■MJ`: la■ 4J 11111011111100 ■OSErIOU \Ca \110x1 I: 711■■ 01111111111111111■ 0000■■■001
111■:7 Jl11.1■OPSr71! 111114A OUNCE ala.JIMSIIl11OO!!!!O0lS■!!!!!M!!1
11,,,S,SEMI1r mL1a/C7 1!■ 111 ■NEMENEM ■■!a; MEL 7"81 OWa_1 IZan110 SEMEN wallow ■!!!lMMSEI
111:■a]!M!l1 I619 -T-01010.0
!111110■/ 1■!: 7 SOlOSlOS ■!1111:=110 ti u.�-".n_ ■1101 SE!!!!!!!11 11.1111111
II P_ =1100001 111 11\`■■ IS00 .7 111111■00 ■10100.16 (00100\I I■00SM■ M!!!l110001 ■!111110001
111�r1'..111l' !�I1K1��IIS■0111!!11l0tIIII u, 00111I11;11;111111111101001111111111111
III:�fIt11Ol1■■■rru11u 110 un 111O►Iu11E0aO!!!!OOlS■!!!!!000N
111 !■1101000■■■1111011 _lil0OMENUM!OO!!!/�1!■ IEEO!lMll!!!O0!!l81OOE11MM00l0001
111■,■■■■■■■■r■■■■1■..■■■■■■■■■■■1■O0-W --■■■■w■■■■■■■■■■■■■■■■■■..■1
1111101100■110l000OMOl0M11110■11tt11110000111111001111000t1111111Ol11110
00011111111■1101111111001111�l81111111100!■MOOOOl01■011000111■11111111
11011111111110 u11SEMlL..u11011L11111111 1110 01111111100 0011M!D11t011u
■■■u■uu u■u■■■cn uo■r a 1.00■ oou■o■
1110111111111111 11111111111011::1 1000001'_\ 1:111 !11111111111000
101000111100110000■■O�IIILLL00110 FF. iM 1111!11111111110
10000!11100 10111111lOL�110l000I"J1./M11OlOt11OOMa
111...10011 111111111107'1 I EOMSE1. �� 1110E 1100....111111
11111111111111111111000ONS:tII-M000r1[i'7111100OM!lOOM
111!111111100 uluu.L i 13fLura EEL utuu11u
Ioo■oo oo■oull:naouo�+■oloou
lO!!0l111111111!1111111100+']IGS■000011111■C��lOO!!00
mmIrITiaaiiiiimmmNONE �MMEM
1r��1lO■■■ ltOOOl000rl 1 ■1l000OOOM 1
111c �`71M0011
11 11101 1 011111100 LLLLLt11uL ■i w!!!L SEOC1�00■00
11IG�1I.ov o0.700lS uSE■�_�1a ONSEEk<1MOr
11 IFKJ 11111111.:71 1111!!1 MOSES S■NNEENE1.:!111: 1■OO
01..11J1 I 1 _�i'_4 MENE1 NOME00 ro■■o■■■ ..■w- yML
■ P.I ■cY� ■■■■■ ■■■■■ ■11■■■■■■■■ ■■■■■! i■111
11 ■.- \I 11�•l\'11'.1■■■ ■■■■■ 1(!■■■■■■■■ ■■■■■. ■■■■
1110■/ 111,V4 ' �0l1 1,11111?I IMO■■■111111!1 1110D
11100111■ a illW-1 MOODS J.
1111001111111111..E
II I ! III I (owns 1 7MI OME11� ri iiiiiiiii iiiE� 'a "a
II IC!1I 1R011 ■!0i/1 OSEOL 0001100000! MOM],/Ol7.�00
II IC!JI I41SE 7!10.1 SO10000000MM■■MMS 11011■■G.1S
11 MIN- I i �7■fl!:J�71 MOOSE M01111111111u 111.1111' • 000
1110111�I!}I11C�011 ■ESl11!lOOS00011S■I 70O7i J!00
■1 IC_ 11 ■■11.[J ■1■■■ ■■■■■ ■■r.r■■■■■ ■'r■■■•';1111■
11 IC• 11 I ......... ■■■■■■■11!L I ■1O■a■■■■
111n;,A lulu t0t11!lOOu 810t11/CS11100 VO11arMNONE
111��111MlOOM�7O!lOOMMOM/!irO■■0/0011EM\!111111
111.rIIMMOOL ►'B1111MOM■O ir011t11tM11100110110t11■1100
11111a ItM0000.`71111�F!ir1111O!lOtM111/t011OO■M■!00
111!11 It■■M11 ►iMw�■1!■OM 111111!1000175 SOOO!lSOOM
111M ON IMMtl11 Gni IMEMEMEOS ■ESEESEM�/M ■S!!lOSOlM
111110011■Ot11E:a 1111111taM!■ S11!!lOOrO! t!!l1111000M
111.31 IlOOOO rl 111MM110Mla 0011!!O0■iim M11■■■11t■110
■l a111►J■■■■■...71■■■■■■■■ ■■■■■■. ■■■ rr■■......

no.ou..r•:11an.0 u.I..I��.�
ONNN.N.... EIIO�.....IM ENNNNI/:III/
t.....t..t.L 'Ir.NNSMIM E►•"i.t III!►./
NNEun./E%A jr r.mm
arr.� n
nouoo ■r_• w%M■o-a ■r.�rr a IPe■
mommmmmmnri ME], ANN
■I.■NEM.. ELry1\.►i..t NT IPILNSI.t
■O..NNOO OiiJ! /SOME. C//,rl-"-.M
MM
EOMMMMMMMMMII-,MMMMMMM7/II.IMENEM
■■N■■ENM■E IMI IE.E.EM.i S'Ir MENEM
EO....EMME EI 1..EMM.E. ► I1.000.EMS
mono mom YAFAIIIIIIH
■...uo.■■mmumomon
n ■ulr,�uou■o■o
E..N.....E EII ER1f /MEMO ■N.NN..ONO
M..nnN!...11 LCIIEEE!R.EOE■tt.:o
MsItINNN�^OIINIEME?�,sommon:
MOM
Emoommommommonm
■■■■■■■■■■ ■11 fdtl IMEMENESEEMEENISM
MM■M■ ■■■EMESES■
IMMEMI /■■■ ■.'1115 ■ 1■ V ■■
I.NNty...5 E.\I ■ I.I.IM
INIML1E.NN.M HE I■ 1...E
.---_-_-__---.. SSSS■
.NNEINNNME E.N..■..ME IM11.......E.NNMt.E1r.N MMN'I.MIEIE
IM...!.=T EEE.■....EIMII.M■E..IEIMEI;ENM►'IMEIr...N...■
■ommowmu1�N....S..EE EIII..IIMmoll MIJ.■/AEE■/I..M..MIM
.M AMMM MMlMMMMMMM
■ ■■■ML,• I■ ■ ■M■MMM■MM■ ■IINMM.■■MN I/E/IMI MMMMMMMMM
■.E...I.1 ■ EN...SSSS■.II..Mono
NEqIl MMIO'sNM11O'iMEMIIIMMEE
■..EN1PMMEII.
E ■ IMMENSENESS EII..EO...O INIE.I/.O I...N.N.NS
■ E"401,1\111 ■ ■..NM.N1ME EIIIMEIMEN'i II/IEEI/E IEMMNI.NO
N.
IM
on,
J.,.u►31 ■ SMu.uuE EII....EM /0 or.■IN.r,11NIM MENNENWOOMMEMOMEN
■..111111:: t.N..MOO...ILS.EIIlUM /ION.//NON MMM.NONN.O
■ IMrru /alar uno ouuu.S
■ IM,.�a1. ■.......... Euuv/..r. NNNN�.N.nn........n
■ r. -Er. /IM ■ ■Euuuu nuErYEv / o■mono uEEuoo
■ IM\.I..I11 ■ E.E...E.EIM MIIO'i.E.!O. t.e,.iI.IINIM E..M....EIM
0
■ ■.-011: /1m.0-0111101 N NIOIIOMIEEamommommon OIIgN
ON/IEE II.A;.lsI.11IIM EENEEMENSE
■ Seal -\.1 ■ /100000000/1 ■"INNN�.SNNM'6<11..NN..N
OIM E.NNMNNE
EENEEMENSE
■v. :aNwlunuunIMannr/nv IMu110NNNOIMIMNoOnnIM
■ o. 0I g11woman■ ■ manN.....IM Iuv cull ■u1WoMallIMENEEMMENESSIM uINE.NE NEEuuIIIM
ii■i�iiniiiiiiiiiiiiiiii iiNOW iiiiiSon
lli®iiiiiiOEM
..MENEM
■ MEM.01i02I I.INN.LNN/ III.M/IENOIM ONIISMIM.IIOn IMIMMINSOMMEMIN
E....NONE
■ E..I.11.1 ■ IMM.NNOIMI'.IIIMr'IININE.IMIINIMIIIE EMMNIIINEE
■ MMN■EEE1 ■ MEE■ErMNr.11 MIIN.,O■NEM■ E0110ENNIISM MMESUM .. EME......0
EIIOIIIIIE EIMIr1ErI...IrINME.EIE II11N.N.IINE EIS.I.INMO
.N.N..MN.t EI.MJ.L.IO V..IMII.IE..1IM.NOIIMIM IMME.■E.N.t
EEM■■■EEE■■EMMMMMMM■IIIEEEEEEE■EEMEEMEIIM■■M■MM■MM■■

OUTFALL SUMMARY
Outfall Impervious Area
Existing Additional Proposed
1 Existing 24" RCP discharging into undefined channel 0.02 Ac.
Proposed inlet pipe extension 0.01 Ac.
2 Existing 24" RCP discharging into manmade ditch that extends 0.53 Ac.
to a first order stream
Proposed outlet pipe extension 0.32 Ac.
3 Existing 18" RCP discharging into manmade system that 0.47 Ac.
extends to a first order stream
Proposed additional CB's to 18" RCP 0.00 Ac.
4 Existing undefined channel 0.04 Ac.
Proposed 18" RCP and CB's 0.36 Ac.
5 Existing 18" RCP discharging into undefined channel 0.55 Ac.
Proposed additional CB's to 18" RCP 0.22 Ac.
6 Existing sheet flow along Cary Pines Dr. into manmade system 0.07 Ac.
that extends to a first order stream
Proposed additional sheet flow along Cary Pines Dr. 0.02 Ac.
7 Existing nonfunctioning roadside ditch associated lot graded 1.50 Ac.
Proposed additional CB's to 24" RCP with 70 LF filtration ditch r?
p f
to a24" CMP w/elbows and MIto prevent erosion through the_.;.
buffer(per Steve Mitchell field visit). 0.70 Ac.
8 Existing 18" RCP discharging into undefined channel 0.17 Ac.
Proposed additional CB's to 18" RCP 0.32 Ac.
9 Existing ditch that extends to area filled by property owner 0.56 Ac.
Buffer at back of property
Proposed additional CB's to 18" RCP with 220 LF filtration ditch
to a 24" CMP w/elbows to prevent erosion through the
buffer(per Steve Mitchell field visit). 1.10 Ac.
10 Existing sheet flow along Dynasty Dr. into manmade system 0.30 Ac.
that extends to a first order stream
Proposed additional sheet flow along Dynasty Dr. 0.15 Ac.
11 Existing sheet flow along Rochelle Dr. into manmade system 0.04 Ac.
that extends to an undefined channel
Proposed additional sheet flow along Rochelle Dr. 0.02 Ac.
12 Existing 15" RCP discharging into manmade system that 0.41 Ac.
extends to a first order stream
Proposed additional CB's to 15" RCP 0.07 Ac.
Total additional impervious area 3.29 Ac.
Additional area to existing manmade systems to streams 0.56 Ac.
Additional area to be filtered 2.73 Ac.
Total lineal feet of filtration required 273 LF
Total lineal feet of filtration provided 290 LF
•
Rummel,
Klepper
&. Kahl, LLP
William K Hellmann
David W. Wallace
Stephen W. ICagay
Robert J. Halbert
Stephen G. Zentz
1. Michael Potter
Charles M. Easter, Jr.
John G. Mintiens
Joseph A. Romanowski, Jr.
Michael L. Krupsaw
James A. Zito
Geoffrey V. Kolberg
Lars E. Hill
J. Tommy Peacock, Jr.
Michael W. Myers
Martin C. Rodgers
Kenneth A. Goon
Richard J. Adams, Jr.
John A. d'Epagnier
Barbara J. Hoage
Christopher F. Wright
Owen L. Peery
Nancy R. Bergeron
Stuart A. Montgomery
David G. Vanscoy
Henry J. Bankard, Jr.
Peter C. DAdamo
James F. Ridenour, Jr.
Robert J. Andryszak
Raymond M. Harbeson, Jr.
Thomas M. Heil
B. Keith Skinner
Thomas E. Mohler
Karen B. Kahl
5800 Faringdon Place
Suite 105
Raleigh, North Carolina
27609-3960
Ph: 919-878-9560
Fax. [phone]
www.rkkengiiieers.com
ZYFT?? October 29, 2003
®/? T !/p
Mr. Todd St. John
North Carolina Division of Water Qualit'y?T?
Raleigh, North Blvd.
Carolina 27604 Reference: DWQ # 03-1151 Evans Road (SR1653) widening in Cary
Town of Cary Project No. 01-015
Dear Mr. St. John:
Attached is the additional information you requested to process PCN #033-
1151. Included is a full size set of drainage plans and seven half size sets of the plans
with copies of the summary of the twelve outfalls for the Evans Road Widening Project
including the associated impervious area treatment and supporting calculations. Also,
included are seven copies of the revised PCN, the Site 2 plan and Buffer Impacts
Summary for the permit package.
Please call if you have any questions or need additional information.
Very truly yours,
03 115 RUMMEL, KLEPPER & KAHL, LLP
Tina H., Swiezy, PE
Project Engineer
THS/ts
Attachment
cc: . JTP
BKS
KSL
SER
THS
Kyle Hubert (Town of Cary)
Mike Babuin(Town of Cary)
Randy Boyd (NCDOT)
F:\WORD\DOCUMENT\301-040\Corr\PCNOFsum.doc
Baltimore, MD Raleigh, NC Concord, NC Virginia Beach, VA Richmond, VA Staunton, VA
Dover, DE York, PA Norristown, PA Allentown, PA Keyser, WV Washington, DC
Office Use Only: Form Version May
USACE Action ID No. DWQ No. O ",?
(If any particular item is not applicable to this project, please enter "Not Applicable" or ' 111%
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rule
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: The Town of Cary - Tim Bailey, P.E.
Mailing Address: Town of Cary
P.O. Box 8005
Cary, NC 27512
Telephone Number: 919-469-4030 Fax Number: 919-460-4935
E-mail Address: tim.baileygtownofcary.org
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Tim Bailey, P.E.
Company Affiliation: Town of Cary Engineering Director
Mailing Address: Town of Cary
P.O. Box 8005
Cary, NC 27512
Telephone Number: 919-469-4030 Fax Number: 919-460-4935
E-mail Address: tim.baileygtownofcary.org
c?hG.a
Page 5 of 14
III. Project Information
9.
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Evans Road (SR 1653) Widening Project in Cary
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN)
N/A
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Raleigh take I-40 West to
North Harrison Avenue. Take North Harrison Avenue to North West Maynard Road. Take a
left onto North West Mamard Road and proceed to the intersection with Evans Road. This
project begins just north of the intersection of Evans/NW Maynard and continues northward
along Evans Road approximately 0.9 miles to just north of Rochelle Drive.
5. Site coordinates, if available (UTM or Lat/Long): N746494 E2060631
6. (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
7. Property size (acres): N/A NCDOT Right of Way
8. Nearest body of water (stream/river/sound/ocean/lake): Tributaries to Reedy Creek
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/m4ps/.)
River Basin: Neuse
Page 6 of 14
10. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Land use in the immediate project vicinity is primarily
residential (Subdivisions and single family homes directly adjoining Evans Road). There is
also one (1) church and one (1) school along Evans Road within the project limits.
11. Describe the overall project in detail, including the type of equipment to be used: This
project begins just north of the intersection of Evans Road/NW Maynard Road and extends
northward along Evans Road approximately 0.9 miles to a point just north of the Rochelle
Drive. The types of equipment that are needed are backhoes and bulldozers.
12. Explain the purpose of the proposed work: The primary purpose of this project is to widen
the predominantly 3-lane section to a five-lane curb and gutter section to improve traffic
carrying capacity and to reduce the accident rate, primarily due to left turning movements.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
The following action is under revision - USACE Action ID 200320139, issued Feb. 26, 2002
stated "The proposed project does not impact jurisdictional waters or wetlands". The two
streams included in this application are jurisdictional, however, minimal impact calculations are
required for the proposed work. The proposed project will have less that 1/10 ac. or 150 ft. of
stream impact t each jurisdictional stream due to riprap installation. During our site visit (July 8,
2003) with the USACE and DWQ, the USACE representative, Andrea Wade, stated that the
proposed work required minimal impact calculations and that she would revise 200320139 to
accurately reflect the site conditions (Nationwide 14). That document will be forwarded as soon
as it is received.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
Page 7 of 14
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Riprap fill will be placed where existing drainage discharge is directed into stream at Site 1 and
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no Distance to
Nearest Stream
linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
Page 8 of 14
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(pleasespecify)
1 Outlet riprap 10 N/A 1 ft. I
2 Outlet riprap 10 N/A 1ft. I

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., ,r-%vw.topozonc.com,
www.mgp uq est.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map
Type of Impact* Area of
Impact
(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A
Expected pond surface area: N/A
Page 9 of 14
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The current outfall conditions at each site are inadequate. The original drainage swale has been
blocked and does not have adequate access to the outfalls through the adjoining properties. The
proposed construction will allow the drainage to pass through the adjoining properties to the
existing outfalls with minimal impact to the properties and the receiving streams.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr. state.nc.us/ncwetlands/strmgide.html.
Page 10 of 14
Provide a brief description of the proposed mitigation plan. The description should
provide as much information as possible, including, but not limited to: site location
(attach directions and/or map, if offsite), affected stream and river basin, type and amount
(acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or
preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation
easement, etc.), and a description of the current site conditions and proposed method of
construction. Please attach a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the
NCWRP at [phone] to determine availability and to request written approval of
mitigation prior to submittal of a PCN. For additional information regarding the
application process for the NCWRP, check the NCWRP website at
http://h2o.enr.state.ne.us/wrp/index.htm. If use of the NCWRP is proposed, please check
the appropriate box on page three and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Page 11 of 14
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 1790 3
2 778 1.5
Total 1298
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
Page 12 of 14

XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Site 1 Existing impervious area(roofs drives, and Evans Rd w/ sidewalk) 1.5 ac. Proposed
impervious area(existing impervious area plus addition Evans Rd w/ sidewalk) 2.2 ac. The total
drainage area discharging from Evans Rd. is 5.6 ac. The design at Site 1 has been designed to
compensate for the proposed construction. The additional impervious area created by the
proposed Evans Rd widening (0.7 ac.) will be filtered in a 70 ft grass swale located parallel to
Evans Rd. approximately Sta. 40+65 to Sta. 41+35. The difference in elevation between the
grass swale and the stream is 13 ft. The best method to discharge this drainage without eroding
the buffer is to pipe from the grassed swale to the stream. This method was discussed in the field
with Steve Mitchell and agreed upon. Calculations for the design are included with the
gpplication. No mitigation is being considered because both Zone 1 and Zone 2 impacts are
considered allowable.
Site 2 Existing _impervious area(roofs, drives, and Evans Rd w/ sidewalk) 0.56 ac. Proposed
impervious area(existing impervious area plus addition Evans Rd w/ sidewalk) 1.66 ac. The total
drainage area discharging from Evans Rd. is 4.90 ac. The design at Site 2 has been designed to
compensate for the proposed construction at this outfall as well as the remainder of the
project The additional impervious area created by the proposed Evans Rd widening (2.03 ac.)
will be filtered in a 220 ft grass swale located perpendicular to Evans Rd. approximately Sta.
50+00. The difference in elevation between the grass Swale and the stream is 12 ft. The best
method to discharge this drainage without eroding the buffer is to pipe from the grassed swale to
the stream. This method was discussed in the field with Steve Mitchell and agreed upon.
Calculations for the design are included with the application. No mitigation is being considered
because both Zone 1 and Zone 2 impacts are considered allowable.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
Page 13 of 14

choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
-lot

Page 14 of 14
N '? In m
3 :'?. N J W W Z Z ?? O N
ru ?? O;r •d: ?Ji1 ___.._- JJ Z Z y?
_ ' z Q Ea + 00t N o o m E o f M h W
n u e c, :.n w ao vi x? - .. r ?S N (v fV '?1 l F- 10
r
. - Q: 1'1S N N N
J ,
r ;
l / ; l HOl y`y ? ?
`•.,oN •........: n N
J
LJJ m
` ,' 1 1 1 I ? ? w" w ?? W
LL 43 LL
It I i
- - , --
a- o ' CL LL
j I I l ?, a po
o w
O= •••• .................• ,r` r,, r? i ; Jr , i ,/ 1; r rl I ,I r ,'? W W I N QI Z Q ry o
H ••,\aQ• ......,•. i , ,' ,r J Y + + J t tl Z C
, Z O U
w O .a . • d,,rbs , f TQ '? 1 ¢ I ±Q •? p
°'+,•_. Jam, ,,t Ys
Z 1-
Z
b 1 a z
•.y`
U ••% d .•?Q-.••• /'/ r' r rr /? rf ro' + I ,?? 9 -1 o
C
?i
ca @
/ i, / r r I f r r I J I N J
U - A? A I :I Ir ^I II rlt3 460.
Od Q]r?i L
AO I I I r-1 -Ir
Ca.
40
V GRIP Qr 1 'l / - - --- ---- ---' p5 a; z g
If -- ---' 450
- g .a z
U
g W
-
rI I
----' -
AAO
-
Cl-
'
i
yWj _. .... _.,..., t
An _
(.' O p1l ._..._....-
....^\ ( ( ?tr J
f +
, , ; N 11 CON ` I I I ' II `, IZ ? 4 tt 5 1 f .? ,`} `" ??
z `
O 1 ,
' ' t l Pm / III ? ? ?Jm .r /_ t, ? 5 5i ``, , ,\ ? ' P ^ ' - _....L.1g•-...•
v
?i 9 •3 f??°IPa I ?' 'mot ,l1 t 0b ._' ----• - __
?? zunJCai l ill m I col f lL i I ?_ `t ° M ,' a t 4--
_ y l ? it I I 1 0 Q' I O ?t `` ` `
I 1 1 , d
`t --- -- 32 s II ? i I III ?I ? I II, ? s N ? , 1 r%1 r` . ? -
°? 6 I 1 a cal
.\ IilIII
,
-
• °
------------
1-•
_? wY I
---------------
ILL.
` `^- ... _. •W? 181 .- ____...._...
1 ?? ??3 I
JI.
°m
,I
- __4 ?---? SWt
--" ;ALL
,
4 _. _._ 115 I ? `.J...-^ ?y .b \ \ •5\ t
-__...-_., ?1?/1 _._._-.. ;` t1 r/ 151 1 Uwi ?' N `. ?`•? - ' /I ? t -.
10
1 _Jry`-'' AIL. Hy +
J i ` l i ?? U O
N
` i W I I 16 k I O! '
't\'i II 'S '`, ; .W 1 54 1 y _ILLE i j t i/ r' -^
'\ ^?? V t\ ,t1 tt ? 1 I I 11 I ` 5 tt ,J r I j '
`5 ' ``\,?\,' ?`? \ t 't` t tl I ,I I 1 , `'N O 1 1 , '1 11 , -
`55 1 51 t` , 1 w / t'/ ?t? C 1 1 ,l I I
? 1 J / 1 J'
Q v ?t? 111511 1 1 tJ ?" I\ k }5`q Z/ I
90
I v 101 I
%i rte,'" .?---=_._'•' 7 i ` I I:'I ? i I i ,i ' ,i ??
,, ' , ? !-- - ...--?' / ? ?'•I t , 5, 1 ilia l i ? i,
N J / i i 1 Ill ,
, STA.43+00
LINE ?L
MATCH
r / f
66/Ll/8
ysd•LOy-ad\u6p\0y0

i
.?a ?......
•':
?
U'''
J-
? N

?
.=n s_
eel Z??i? ¢m
? ? W a0 Li•
Vf-
¢
d
.
gi ?
d..... '
0
~ W

i
_ .. ....
G W ?? ... S6 .
O ? <w.?' d bdNm ?.?s
O
00
29
S9
9
O19
a
3 g
a
F
0
N O
v-
Atc
N 83
O
-com
o
0
O _ CONC.
RNE
n
mN ??
_ OPD
I?mM
PO Pa
_ 2W WU
I
I
I
I
1
1
1
I
1
I
6-
a o
N to

N _
N
w

w m

°_ "

OOtj
C z
O z
O
O E
O
E

l
w a
P
?
Iy1S } N N N Q F

I N
F N
F Q
w cD A xi C N lv ?1
I
I I
I
I
I,
n
?o
/ m
P
P
O '
z
U U LL +> L, +? aid
< < LL C. LL
CL a-
CD co N CD Irm
Par U z a w O
w w z Z
' J J C O U
I I II V a a Z
I I I o o N y rc ir
I ?l J -i C LL Z 0
U
CO W
I
_ N
< N P4 rc
<< N N
la <<<<< co <<<<< I I L
< <<
T
ou
Q' a
Og Jz
z a a 8
rl- O ?
O
i Lo Z Na N
l o
Oa
(j moF W W (O
mJ C J W
I ? Jov3?. W? ?
I I?, I I
I
"I I 1
I
?I I I I
Ills, I ? s
I
,I I I
I
I
it J J ? ?
32
a
I
8i
N l
I
- ?_ sh ol?
oe •
zd?
°a0•C
~m p W
O cu?3 uJ-.

,I .
f
I I
1 11
II II
I I?
III
II
I
111.
rl?l
1 Ile
m ? 111`
i I Il
l 1 11'11 li
11
1
I l 1 1
IOlll 1,. Il
1
1 1
1
? 1 1
\ 'SIImIZ1)
a\
®® rll-
;-I 11? 11
W I s9
r
X11
1 11
?I 1
I

W
W
? \, W V
10
LL
J3 ?---
y
\ N
\
\ \ \

.-
ZQ
\?
\
10.
(p 69
x 1u S
/

/ () ry
m A. // //
Q

im O
-
) y
1 t? V
' DO ? :° J ?' 1
I + Lo v a
< g`
I O
LL ? O ?O' ox
U V

I N M "? Z,-
E
,
M
12
l I p
i
p p
a t?_
Zay?
O°CO?

\ m
la

. _-
/
1 w v
1
rl
? - ?4
o0
?I J ?
? .
z g o
o cm
N
JX
?I M
O
W
J
? U
O ?

(` WW
J
Q
? ,?j1?X
- - _
LL
? N
QNp
F- a •- ? ml
___LLL d
? Y
_ W wm+ m ?
m

W +
a
p x
d o d? W
\ W
1 1 al I IU ? oy ti
11 1 ?,1 11 ?
1 111 z '?50,? -
R/
111 \ 1 -
'\\ v -
1
ill l\, 1 \\ J ?U
ll 1? \

N
N

MATCH LINE -L' STA.43+00
ysd•L03
I- C,4

We z =
W G N
LL w
LL.
Q r
m d w .-.
w o
N

?
N
¢ 0
o
?
..
O

w
J
O
a
Vr N
W
N G
? z.
v
O
C
C "

WN 0
C

O
N

Q J r
OD Ln
rn t0
r
C
G v
0
N
N
N
U J

d CD
N
w _

LO

r-
/A
V C
G 0 -
-w ? N
Q
< C 01 O?

19
°D cy>
n
Q O co
a "

w
U
?
?a x x
W
a
U w
. a
LL

D CL
o
m °
N
a
oN

U
`
O ++ co
v rn

J
J
w
N
Cl)
W W
?a

U.

F
O ..1
z Q
W N ?
F O

Y

? C7

l
LU a
co
O

O J
M N e?
i
M
h
N
O
M
O
LU
W_.. d 0 00
N ' O 00 N O O ' O '
m
m
m
O
O
O
O
O
O
O
co
00

Z Y
F-'
W y O
co O
m co
co O
O O
(D O
co m
co O
Co O
m O
co O
O O
O
() J {- U M e- O N O M M V M M O O
W
Q U
Z Z N N N O N O O O

W V r M i M N 00 N p
a-
a
m
V'
1-
r
It
Lo
V
CV
co

w d
N LO
h 00
00 M
O CO
M co
O) M
rn N
O O
M O
O O
O
CJ U O O) N O tq co v M O O
N N M N O O O O O
'... lO
co M
h rn O
W CJ O O co N O '
W O O O O O

co (1 rte.. O co 0) m ti M pV O O
U CV (V Cl O O O O O O
Z

O O O O O O O O O O O O O
W
z O t O
O
?-
O
O O
O
O
O
d' LO V' I- V (O d' t0 (O

F- Z
?\ C O O N O O O O O O O O O

?
O O
N U O O 0 O O O O O O O O
O
5
0 C',
U O U Ln CO (R 00 00 00 R cq V V
N ?I O O O O O O O O O O O O
O W
W
Q
W
(q

0
N
m
M
O)
0)
co
Cl
N
r
r
M
N
M
Cl)
N
p

O
O
O

O
O

O

Z
W O O O O O O O O O O O

W
N a
O? o o (oo 00 0 op o 0
J O O O O O O O
L• Q
l } M
X O O O O O O O O
o z Q

w Z W

Q O LO O O
?Y O V LO (O
O Q 0 0 0 0 0 °o o °o
? ? ? 0 0 0 0 0
1 0 0 0
CL L 1 -
0
=
> M M O
O to
O
(O M
N O
LO

O
L`

O
O

O
M

O
O

O
O
c W 0) 00 r N O q O O LO M O
W c V
2r V V
m
0

w Wa

m

m

w

m

m

m

co

m

m

m

w

=
Z? U U O U U U U U U O
> -
w
H F- H H H F- I- I- f- H f- H
Z J J J J J J J J J J J
LO Z O ti LO (p LO N N ( ( o to m ( (
O c
co
p 0 P + + + + + + + + + + + +
f--' ? M M M M CO m p
° ov M vC p
°
C U co
J
J
J
J
J
J
J
J
J
J
J
O} J
9<g 0

a
W
Z co
J Z
M
N
Q
N
N
N
N
N
Q
N
N
N
F Z N
Q
ci w
Q
V
O ti O co -*
V
(/) Cn b M Lc)
Y

MI 11 II 11 II
U- W o 0 0 o a
O
NI W W W U W U
N U
f- = J ++ CO CO GO r. W 00 V I? lfl Ln
17 (0 C, IQ 7 CD
2}} O O O O O O O O O O O O
(A m m
W W p) J to
LLI V
(C) M
r M
M (O CO
(O N
'T M
r--? O
O 00
N r
V
V N
LQ
z W jc? > N "T O M V cr to to I(7 (n LO

W 2
N
._o- - - 6 ? a -Cs- - -? -(y --
a
U M ^ R M LO
N W)
- (o U)
N W)
N LO
N ?
r
r ? r
Z
FD C U-) 00 co t2 N N N N N N N N
0 • - -
W
0 W 0 t(') (O In O V r (O N LO O

W (O LO V' r M LO V
O V
O 0 I- (O
M )f')
Cl
d O
i. M
O V
O O
O I-
O O
O r
O O O O N r O
//?
cn a U O O O O O O O O O O O O

(D 0N (0 N NI- In0 M M0 00 O
O d > 00 In (n O IgR M tot 00'7 r (700 0 00 ?
0
O Z (M O O M M M (M - M I() In r t() O) 6
0- to I- N ?, r
I-- tntn In V'T V'd' R- It ItTV ? ;r M OM NN ON
V ?' V V V V V V V V ?' ?' V V V V V V V

Q
In rN Om N (Os- NIA 0 1-0 0 OO OO
a (Y) (1) I? OI- InN M 0C7 Lot- M O- MW rr 00
O Z O r-- v (M 4 t` t[) (ri I- M LO r LO ? to r O) LO LO I- (V
F- - CO 0 I() I('7 It V V V V V V It I;t V V V M CO CO N N
CL r V VV VV 't I-cr I?r

0

Y - o?i (do M CR C rn Lq CR °o Cl
QI
O o of L-,
, ri r r. c ? ? ? ? ?°-

Z

O Z O
L (O
r- 0 0 (O
r O
r O
r O
r O
O O
O O
O O
O O
O
(7 =
0 r (fl In lC) O lC) In In In t() lI? t!7 In
0

W O W O M N O Il- In M ? Cl) d'
l 00 O

Q N
E O
O N
m V
(O O
O O
I? co
r` co
ti
Oo N
co C
)
w M
00 U7
OD
h r
r ?-- r
r
r
r r r r
r
r
?
O
Z

W=

p
O

O
O

O N
d'

0
O

O

O

r

0
W

1`

0
Cl)

00

M

00
0
C7

OD

t0

co
O O r CO r r r r r r

Q LL
O 0 7j W r- V N Cr' O rZ v N n T C O
c a) (
O i M l
M Q = F- 0 If) m 0 00 (V (N O O
ZI Q'
O o O
W Z O
F-
O
O
O
0
O
O
O
O
O
O
O
O
r- 0 N 0 C3 N 0 (? (6 N

o
>
W
(
0 1
J
CL

C J
Q (O CO r r (C) N M If) 00 ?-- r

F- O 00 ti Cl) Cl) N
l 0 r O O O

O In M V O N I
- 0 M V V V
? O O O N N N M M M Cl) M
a
o
'
J
0. Q i N 0 V 00 0 r V 0 00 OD OD
0 00 I. O O I- O M V In to In
N O O O CV O V IM In U') I(7 U') I(7
r

>
O W
z N N N N N N N
In O.' p Z N N O N O
0
e7 U H

a
..
?

W Z U V 0
¢ O Q N M V to (O I-- co
Q Q U) 0 N N N N 04 N 04 N N 04

Y

Q
MI

U- W
0
MI (n V
g 2
O
0
O
I-
N
N

M
U)
U)
O
O
H= J
W F- Q ?
t > OV
N?- r
N V'M
N(V MM
NM O)
V' V
Nt(') OM
NU1
ou 0)
Q? N
?CO MM
NC7 t`?
NU1
W co z
O V V V V V V ? V ! V
'q V
V V
V (C)
V U)
V V
V N
V M
V
co m m

W W
Z Y
Q
aV0
N
m
r-
-
?
M
O
Y N
N
7
Y U)
00

CI) ? M

-F<c

CO

N-

-

Cl)
Q
_r.

.

J M
M h
O U)
O N
to m
O (o r
co
M U7
h O
U) O
O O
W ? VI" ''V mod' ? LM() ((00 LO v N m
V V V V V V V
V N V co
(j W O ti N 7 O
( OR OR
J

z co
M N
V co
V CM
V V
V In
V Co
V N
Lo 0 In M
N U)
N
V V V V V V V V V V V .a.

Z ") O M w I- U N m M O ?

_

co
N co

U7
N

M

(
O

V

r
U7

(0
O

t?
M

M
O

O
O

I?
M

(O
O
J ?- 0 0 0 0 0 0 0 0 0
W ?
C O O O O O N O O O O O
Q N
_
$ co
O O
O O
O O
O O
O O
O O
ti O
O O
O O
O O
O O
O

(n
-0 M
O O
O O
O O
O O
O O
O O
O O
O O
O O
O O
O O
O
W =

11 c CO LO ?t O v h - O O O N O
v M W
Y
J p
= O f?
O O M
o O
o O
O O
o U"
.- O
O
U O a Q O O O O O O O 0 O O O O
rn ? Q

O Z

O

p 2 cl) O
O
O
O
o
--
Q
? O O O O
O O O O O
O O
O O o .
O
O V
Q Q
W W Lr) Cn I` M o M M N O 00
_$
M

M
O

M

M

CR
Ci
O
O

O
(O ( cq
2 ui O O O O O O O O O O O

O J LLI
lA
(D
t

N

O

O

o

O

O

O

O

O

O

O
M Z
Q
O Z
W Z O
O O
O O
O O O O O O O
O O
O O
O O
O
(/)
> o
N p
J Col (00 N O O N ti m N N 0)
O
W
0.
U)

o
O
?

O

O
N
?
O
: co
N C14
(Y)

M
CO

O
q R R ; r
(o u)
- l
v Cl)
- r r CO , o
Q . .
m Q
o r-)

p

W C
Q
N
N
N
N
N
N
W
N
N
? a
W' d
0

O J
W
Q O
V
I-
<-
ti
fn
V
Op
V
V
? (O
o
O }
of (p
c; M (V
V M
V Cd
V v
V (n
V
(A (o
V L6
V °O• m
N (Y)
N
Z V V V V V V V V V V V V
U O
H
a
_
O
Z
O
Z
(D
N
U)
N
V
N
M
N
N
N

N
O
N
0)

Q
Q
N
W
N
I-
N

0 p
Q

NI Y

Q Y
O Y
O

U_
O co _j
2
w ~ q)
U) to
U)
2

F 0
w Z Y
w
v)
U
W
C3 C)

:. .
.::n::::<•
:::o:n>::
<.:::;.::::
.:; :: a::•: i::
:n:: $::
::::::: :: i
:;::.:;:: ....
::.. . : ..
..... :.kl.?.
:i::i:::: ...
:f:f:•: ......... ........ .........
::::•:::.. .........
....::•; .........
:•>::.::::.; ........
:: .........
:;:;: .........
a:;:<.; :c

-?
O
U ?
LP
O O
co
d M
rn
Q
co to CO

= O O
O O
? ? O O
O O
O

M
O
co
Q
I

O LO
z
D

~ LO
co 16;
O
O
O

v/
Z m O O
O V
Q ?°mN

a7 (7 C7

W
CL W w

..1 a
m a
m
Q

U L?_ f E
o co d U 'm a) N

?... rn ZI
U L..?
W
z
=

Q U
a
i
a J d= ? r
a
CL a

Q O

0
=
o
U J J
2 W J
V O
H O p O O
j In
M LO
M
} p
c%? U O
(0 (0

F z aZ w w
8 °.o ai
a
M
n
0
rn
N
0
O
z
Q
Cl)
tf)
r
O
O
N
N
O
r
(141
LL
O
?
C-41- N co m

W U) U
J

Cl) LLI
Z Y
Z 2 U •-
=
O U
0 U
U
co
o
co
0

a
J
N o 0
co co
cc LO LO
J z? ?I

a
V
LLJ p o 0
z ci ui
of O

a

r r
co
O
O
Q ? O
.C
T N
V
C
2
cr q-

O
. ID j, N r
W (O
S2 CO
w IL LL
w C -n
C N

C C
O
C
N
-
M
3: O
U C

O

p ?
' v
O ?
V H
J I-
J
O
O of
C
E)
ca
J
O >- O
U- bf- = L
V
Q >
M U W N
D
Z
O O O M

W

U
=
O '=
cu ? co

_
Cl M

_
LLI
z CO Cl)
0 o

U)

? ?
':.W W W W
}}..:"W Z Y
j

?j ?
::::::.:•ii.:;•
:::
>
-
`r

>#
«' ui
•

C\I

0

0
o
Cl)
Q W
U) z T Q
Z o v o
O U t9
Z
m ? X o
v
W
J m 0
, _ W
o z
U
V .
O
Q Z
V T
m
?

o
H
to 3 0
Q O Z LL
D.w0G
Z E w> ~>
?
U
d
Q W?v s` ww
a? w
a?
V ?0?
(L v
o
c
o
?
.I V J J
Q W ?
L
O
`

r

OI }
N o
O
cn U

O

C
O

(G
U)
(0

o
"t
(D

O

V
•• z
F Z C CO (O

o °• o r
cn

Cl)
N
rn
N
0
O
z
CO

NI
U-
O M

co

N C)
M
f.
. U - -ti -- p _-
~
W

W W
1

O ?? L)
?- w= U
0 U o 0
1
co
z y O O

O Q _
? co
_ fm
L
a

J
D O O
r i 6
W _
- Lr L
Y
J
zI ?
a
U
z
C?
-; z
0 :D

U
C
a-

?^
O
a L
O
O

c
d

J 0
0
J =- =
Q
o
LL
? 0
CD c
6
O V
O J J
N CD O J
O C

U-)
U
0
ch U w
Z
O

F-
C
o

O
C) O O

z
U) ) )
Q
w
o
o_o
Cl)
LP
r--
(Y)
O
O
N
N
O
r
X
0
z
s
co

Y
O O O O
LLl w O O O
O ow
?I
O U
fn
N
00
O
n
N
O
M
CO
O
O
n
C.
O
CO
J

W F
N
a U
O
N
M
N
O
O
O
M
N
N
V
eV-
_
O
O
V
Cl?
O
O

O
=
m
O
O
O
O
O
O
O
O
O
O
O
O
O
O
(o m co

w
Z
F'-
It
W to
O
co
O
co
O
O)
O
Co
O
00
N
N
O
00
co
O
O
00
O
O
N
00
O_
O
O
O
O
N
() LL J E- U M W O O O N CO (O O r*-: O rY O M O

wv
Z Z O O O O O O O N C O
o -

Q
IU v M
CA !?
O O
O O
M
M T co
M co to
t0 N
V n
O to
N
a O I` U') (D (n v v V n v (f)

to N
m co
O O
O I'-
O) N
M O
O N
N M
O O
to O
N O
O N
00
N O
O (D
O co
P,
C? U (C) O O t0 N O N O O 0o q tr N M O
O Co N O O O N N O O

W
m
m
(D
00
co

W u
a - LO
N M r M O

= C 0
0
0
0
0

0
U

(? U M
(O N
Oo O
O O
n M
N
CO N
N co
O 1`
(D O
O
h M
h Cl)
? co
N
M co
O
Z O Co Co
O
O
O
O
N
O
O
O
LL
{_ p
1- W Z O O
O O
O O
O O
O O
O O
O O
, O
O (O O
O O
O O
O O
O O
O O
O O
O
Q c` c v V V V V V (O V co V V V V V V v
r

o 0 0 0 Co 0 0 0 0 0 0 o O o 0 0
IL
o
;
?-
O
C
C
O
0
?-
0
0
0
C
.-
0
0
.-
C
C
0
0
0
I
i U
O

U co U O
00 O
00 O
O O
co O
O O
00 O
M O
OO O w
co O
co O
co M O
W O
00 O
00
00 N O O O O O O O O O O O O O O O O
r ?

J ? Q U co V
N O
O
N 0
U? m N n h
N O
M
N
O co
tD N
(O O
O t-
Z Q 16 0 o c o o o o o o o o 0 0 o C C
0
0
W

N
0 o

M 0
O Co
O Co
O 0
O o
O O
O o
O o
(fl O
O O
O O
O CD
O 0
O

-?
O
O N
O
O
O
O
O
O M
O N
O N
O O
O N
O
O
Cl)
X C; 0 0 o C o 0 o 0 C o 0 0 0
o Q
:
O O > W
C?
W Z n !
00 O
O 0
N O
O O
O M
O O
O O
O O O
O N
N O
O N
m OA
O
O Q O O O O O O O O O O O O O O
w a, (D o
(
O O O O O O O O O O O O O O
a (n

c
'C O
O o
V _0 0
O Cl
Cl) 0
O (a
co o
O 0
Co 0
co 0
On 0
00 O
(? o
O 0
O
4) W co O O r 0? (p 00 (O O
C t`
M O
V t` O
J
W 'tt
V V

? 'fit
V N
O
(n N
V C
N co
V
V V
V (
V Cl)
V t
V r-
It co
4
of cl' tt ?t ?I' sf V ? V V ? V V
?
0
0
N wa Co m m CO CO m on m m mm of m m m
z? U U U U U U U O U 0 00 U U U U
w

H I- F- F- I- 1- F- f-

' H F-

' I-

' F- H F-
h

I-
Z J J J J ? ? ? Q J Q !Z ? ? J J ?
O Z _O O
O O
M O
M O
N O
N 00
co 00
I- O
N O
N O
O O
O O
O O
O O O
O M
N
p 0 t t + t t + t t t t t t + + + +
_ Q
F- v
V v
V co
V N
O N
O m
V m
V m
V M
V m
V h
V to
V m
O O
O 00
O co
O
J
OI } U J J J J J J J J J J J J J J - J
ZZ 0

CL
. E
l11 U
Z
W O
J
O
O
00
N
O
Q
M
O
O
n
N
M
F
Uj Z
Z O V V V V V V V V V V V O O O
Q 0 w
o
y?
r r
CO
Ni
v
Y
of
mi II II
IL. w o G
o
0 w !C .
to x
I W U W
M
H
w ? O
M CO
0 V
O
W U O O
O
m
U) m
O 0
W W J U
tT W LO
O h
O M
"-:
CD W N M CV
M =
W
U
U U ri ? r
Z
Q 0 0 co

W
D W 0 N
W O O Cl)

(? a
a 0
U) O
o O
0 r
0

O
A
CL )

LOv
LO
1*-?

Q C)
OZ V? O Qrl-
0 ~ VV 0
r
Q
` ti
CL > lp (P Lq V: O
Oz ?? •- vd
~ v v v v v
a
.

O n Y (? U b n n
V N Q) N M M
o ? T
Z (0 co (0
o O _ t
V O
N
0 cfl w
co
co n U

W M
O W O O O
Q
0O O O O
N
?
Z
w C 000 v
r
C', 0
-i C) vi cli
0
W
0 <L
C) O
z -W (3) m 00
5
M Q
P

N

M
O ZI
O ao
W Z
~
O
O
0 O
?/? 0 .C
W
U) lZ 0
0 V N
Q. a
V? J
E J

Q
OD
N
N
a O °v co co
0 O O O

w J
a
04
ti
m l
-• ? V
0 OO O O O
o W

nl r
O

O

z

0)
?

OD
?
F-

O
Q O
M v a

Q
Q Q
0 a v v

IT
n N
a M
o O
m ?
Cl)
V
n
M
of
II 11 11 11 II II
0 0 0 o IL 0
W W
W W W W U
co U?l 0 co O
V M N c
7
O O Cl O O O O O O
Lq 0 ? O O
O - M L q O
I 00
N M V O U') O N 1l- fl-
0) m m O o m o 0 0
ai ai cci ai ai vi of M Cl*
LO LO LO In In to Ln co co
O O CO r- r Ln W M
m I- r- (D co m
O N
O O O O O O O
O O O O O O O O O
M
M wIt
I-0 LoO
00N 0
Co
• 00
COO O
O
• 0
0 01-
0O "Cr O
Q0
O V O 'o CA M I- CO 00 V CA Cfl Z
V V V VM V V co V V N N
IT V V V V N V V V V V V V
00 m m w It M 0O O O 00 00
V V M f?O 00 CON O COO OM
O M O V O 0 O O M W h 0 O 0
V VV VV V VM V V Nrm N:•
V V V V V V V V V V V V V V
~ ti M r- r- O V tt
c
a
N M w O CG V? N N
r N
r
O Cfl 0 CD 0 Cfl Cfl 0 0
co co co co co co co co 0
O O O O O O O O
O
O
r O O O
r O
r 0 O
r O
r- O
O O N N
O ? '14: U? ?
O N m O co O co O O
0 0 M co N N
CO C
O
N ?- CO ?'- a N C I-
O O O O O O O O O
O
0 w LO V
V m N 0
0 N
N O LO N V
co 0 O
O LO
V m OR .7 .- V o 0
O O O O O O N N
- r-
0 ? N N co OI OI -I OI -I OI OI NI N

VI VI VI VI VI VI V
T
1 I I I I ? I v l IT d l 'IT °V
d
n
of
II
V - a (D
'q
d O O
co - O
O M
0 0 0
of ai m
01 01 0
co a to
co C14 00
OI OI O
O O O
? co N Q N
Vr M 007
V V V V
C) co CO 00V
O flI-WN
LO 1-VNO
IT
V V V V V
co mM co
0O r ?
co co 0
cfl co co
O O O
O O O
r
O 7 N
O N cV
OMO ? N
O fV (V
O
O O
r CO C) D)
X
W N
LO - I-
N
0 0 0
co
000
O O O
N
LO 0
O
LO Lo
d
Q
CD
0
N
N
0
X
J
LL
F-
0
x
0
a
col

U_ W
oI U) U g
' o to o o V co co m o o V O o
O
a O V O
? N
? N
?O O M V CO
M O
?6 q 0 N
0 r
to O(0
W OD V N
V N
t
V O O
Cl) V V V V ,
U') L
tO r)
V V
W Z
O V V V V V V V V V
V
V
V V
M m m }

W W
Z Y a O
Co
?- O
O M O
V tO
V V
I? O
O ti M
O O
O V O
O O
O
FD LU Q N N (V OD (O _ _m _N N N N -N _.N- ti -N'
LU V ? V

to O O t() co O M O co O co 'o O
J O (O 00
.
(q
(q
r
V
V
O
CA
r
O)
h
O
W VV V IT N ? v IT v v v to LO V

F_ J
W W ao
O M
u') V
co
O CO
M r
V
N t`
v N
rn r
m
N
co
r
r-
J
> 0)
M (N
v (V
V co O
M O
V
V
V
V O l-
V 6
V
I t_:
co O
V L6
V
vi

W
N
Il- V
co N
O) co
Wt (0
I,.
(0 ti
V M
O r
O V
M ti
O O
O (0
V co
0 ti
M
_ N It m m r OR M O co C) O d co ' O O O O
O O O O M O O O O O Cl O O O
W

M r-
N O
O O
O O
O O Cl
Cl O
O O
O O
O O
O M
co O
O O
O O
LO O
O
Q _ O O O O M O O O O O O O O O O
N O O O O O O O O O O O O O O O
o W =
Lu
n m co O - O O M O O O N O t` O O
V
O
a?
to N
N O
O 00
co O
1` N
O
LO 0
N O
O O
O V
O O
O (fl
O N
O O
O
Y J O O O N O O O O O O O O O
I
N j
U Q O O O O O O O O O O O O O O O
Q
W

co Z r- 0 (MO V tp 00 N 0 co CO M (n v N

O O U
=
O M
O
O O) O
?- N ?
O M
O
O Co
O N
O O
O V)
O O
O O
O
N b O Cl O O O O O O O O O O O O O
V
Q N Ln O O (D N LO O t` N tf) O
' LO t` (0
tO O N LO V N
O O
O ti (n Il- LO U co N
h 1 C
O O
C N O O M O O O O
= N O O O O N O O O O O O C7 O O
O
04 W
J
Z t

O

O

O

O

?

O

O

O

O

O

O

O

?

O
co a a
O g

W Z W
Lu O O

O O

O O

O O

O O

O O

O 0

O O

O O

O O

O O

O O

O O

O O

O O

O

a O 4
N V O
co O
V N
tO N
I- 0
04 0
O OO
V O
O O
N V
co tO
N O
O N
t`
W O

04
04
r O
- M
ti

04

ti

r-

r

N
C

a) O N

d U

ti

r1

tO
a
V

V

co

M

I--

co
(00
(0

O)

O
O
co
O
(
Cl)
O
co
M (M (V N (O (ri M cV O CV V O
a
N Q
0 0

(a
W O C M (C) In 00 tb
LO
LO lt') In (t) t() (n LO to

- In
n .
N
W -
?-
O

N CD J
W O
coo to
0) co
V O
O N rl-
(O O
N O
N V
O co
Cl) O
N v
O O
0) V

O N V

N o

f?
O } co ao CV °D to
o r--: rn O r c) O) o (6 O tri
0
co
It r., N M V V V V V V M V V

r) U O
H

O
6i Z 0 O
Z co
V O
V O
U') a
C) O
V co
V to
V co
V f-
V V
V
V N
V
tO N
tO M
tt)

Cl
M
LL7
01
co
O
O
N
01
N
O
X
J
F
0
2
_
F- U)
v? r`

CMI Q O O O O - 00 00
r-
LL y y 2
w to
2 N
:_ N
m ,P Y
o O 0
o (1)
T
0 to
o m
F--
W Z Y O 04
Cn co
Cn O O N co
l
2 (7 U m r N (V C
)
W V
O LU N
ll?
<

171 N co

Qp ( p_ to

O co
to
V
?, ¢ C

v U)
ti
N
C14
G7
U

r
- - - - ----
N --- --Q- --- _..-. . __ -
Lo
CA --?- O -- -LO M-

W
J
OV
'Od'
(MO
V04'
CO')
j C O O O O O
N
Z N ? C co O, n N N
? 1- ? n 0) r- t0
Q 4 J COO O ? r O N
w IL CV M co CO m CV
Q
O O O co
O
C Z O
_ O O O O O O
co g
w
??//??
V/

O Z

r O
Q
J m?

V
J Cl) N
Q I? U U
? ? m 11

M
o W
a

HI N ?
V cO
R
I-
Q U)
a N Q )
i NJ
1)
?z
Q
'
V W O
O Z
J
>
Lu o
V 0
o
c c?
Q > o
J

W
O

0
c c
r
N CD O O
U U)
m O
F-
(L
Z ? (L Zo
o o

Q

w

O
W

o O
M O

M

w
F C)
Q Z CD -
= Q LOO cj ;r Lf)
W O O
W

a
2 U 0 0
F- a
< Z 0 a 0
LU
Z
Q O
L
v O
L H
a Q
m a
m
W :5 U
Q 2 U

w O
H

w
F- Q

a

a
m CO
LU > a M

Z -

Q -Z
w

N

Cl
W Z_
Q Q N N
J w W
tr U
J }} Fo- W
H
O I- z
a [
F- CL M + +

w w ?
a >
O
O

W W
w w
co U)
O rn
O O
O O
O O
C7 C6
o _ LO
Z? O
O O
0 0
0
a
2
a
O
N
N

J O J
rQLOLQL
H
W W
O O uU)
O
O
O
O
O
0
r
a
O
N
M
O
O
0
r
a
w
m
co
n
IR I 1 !2
Q Q
LO D
O O
W
w ? w
W W w
r
O
O
O
2
a
0
0
N
O
v7
X
J
LL
O
OP
r
x
a
00
NI
U-
0
I
M
N
O
O
O
co
co
Re
N
cn U c? - - - - - O" C
- C1 - iV - - _ N - - -
W F-
_ r r r
} j-
? f) m m

//
A
w

U)
=
Z

U
M

co
O
M

co
CO)

co

O
Lq

O
et
0 W V o 0 0 0 0 0

Q W
J
F-
tA O
0 O
CD O
0 O
C) ?
0 O
CD O
o
Q
V
f0

M

d

M

eM

W

eF 0

d
Y
I ~
ZI ?
N
V
LV z co
O co
O m
N
N
Z
N
N

O =
a 0
?
~
LL w
Q 0
J
a V O O O O w O O

O
~ U')
W r LO
r V)
r ui
r
m
r
r
fh M ?
/
- aO N
Q N N p
ti "O
O
y. Q

U Z

V
W 4) 0

W
V
Q' co 0
O
r.

2 2 5,
Z
N

N
O
r
O
r
O
r
O
r
- ?? U- E
Z
? W
N
U) m
c
N
<C
)
.

L) O

O
U
Q

O
p
m
' O v U
O
N O d' rn
m O
J
CD } W
a
ci U W LL
Z
O J

° J

0 J

C) J

C) J

C) J
F- g o o Q
Q

c)

C5

C:)

Q
a = O +r w + u- + LL + LL + LL + IL + LL
O
- Co
LL
?
In
Z)

W
U U
LL D
O Z)
O ?
O Lo
O Ul)
O
O
Q Q
0 - w III
J
x
J
J
Q
F-
D
O
OP
U)
0
w
U I= O O O O O
co ttnn w
of w m m t0 m
-Im m of tm to a
W U to

es" ? 04 N co
O
-, ? (? W c'7 Cl) } It M
Z
w W 2
(J p
cr-
w Q
< W

i

< F
2 C'

,

o

O

2 <

J
}
C O V V W LL' co W
d' Q
U Q }
M Q) J Q
-
d w co W y

CO Z in
LL

F-

0 O

„ y v m w w p E

U
N
N
2
a N
04
M
CO 1-
Z
O
H
y
w
G O W IX LU O O C W Q N
D w CI
a O Q Z W W d :+
j m O O w co= N N a 3 K
u cci LO
z to
0° ti c4 0 Q U CD
° d
? a_" M 00 q Z W O N w Q
W C
j C*4
r ¢ F- U)
Q Cl)
w co U (7 S

C
?
v
=
2 Z
C O O
CID
W
0
Z
0) s
N c
fUd
O O O wn ? O O O Z W 0 '6 'a3
r W to H 0 W fA N
w
-
N
N v
co LL
z LL o
rn
O) O}}
h F'
W O
d I- °
CL CL

O cO
CD cO
0

w

J
CD
0

U

0 a

W

to v,

to
O O O _
R'
p ?+ O O W
a Q U a) d
O
U
F
o:
O
E-
Q
Al

w
q
O
W 2
O
O F-
}
+:
w
YI v v a o: v v m w m w E
Q

0 ° p
w ? Z ?

O
x

V+

Lr)

0p Q: y

U

O

N
ce) p

W C7

Q ?

Z O

Q `
CL
a o
CL
Q
Z
p > M M w w 1-
o co
o J W Q w R R
D
o o o U - E

O o O Z a a
it -? o w =
m o o v
co) z ?a o o W
W Q E E
Q cV CV G O F
L
O W D: (J
} F
U
(9 a c7 Z °
to -co-
Z 0
Of
as
w ?- F-
V CM co o C9 G o 0 C9 t9 to W 0 H y

J Q

C7m° IL)

Q

a
w
LL
u?
z
a
w
w

V

?
CO)
w
m
m m to

a0
r c 1- H
m
c
0
Nt cr o o
<-
a
°- z o i
? u
W
o oW
o ?w
p oW
p ?w
o oW
o
oaf to a a a a a a
CL m
J c
s

J C a
p
C)
?
J
a
a
a
a
J
J
Q > J
Cq w a'
o J p 0

0 O CD C) 0

Q CD

Q C?

O 0

O LO U')
NO
\ }
? M
V Ch
CID O
LL O
Ll
°
Zin
ZLO
coo
coo
Q
O Z fn '
T L0
O t
n0
O
hU O 8

o
Z >
W
0
?
1-
?
u+
O
p - 0
ui Z U d t` n F- W W o 00 00 co

p°• p
cs
d 2
0
it 2
0
Q
C)
N
.41
i
O
W
M
to
O
00
N
W
F- h
a)
W
F- ?

41 to to M to to co O (Q O ("M U) M
-j ad a. It N
T ao a? O.N aci 0. i

(n m m

00
1 W
W
C 0 U
r F5 2 U LO to o 1LO I40 W) w ti obi m
U o o O O O O o 0

V?
Z A C) CD 40 Q Q
Q aC
) Q
CD 40
cm CO o o 0 tN ccm
O M U v,
OY
a (
Q r r V st O O o 0
ti
?
Q

J

Z _ O
T, co
T"
N
N
co
(O
O
O
(o (o u L6 m co (o (o
J o5
a_°
a

W V C O O O O O O O O
?^
v co ?- O

T O

T LO

T LO

e- O

T O

c- O O

?-
OT
O
a N
N
2

V N
C
0 co
?A
W O
w L O O O
T O
r- O
T O

T O O
? LL
5; V
LU W
o
N
C: W

a
J
=
cu
D
•C
J m D
a -a ? o O
LO
p
J
J
' U-
O
'
J
J
m N U a d a
0
NO w 2)
ca J J_

° i (1)
J
f0
O
C
v
N

2
Z
hUw
O
J J W
0 0 M M C OQ 0 C) CD O FF-00 0 e- •-
O +
v O +
? f- + V- + LL _ (q +
© CO +
° O f
0 O +
?z Q (A 0 Lf)D a V) z z (
0
0 0 o a O o 0

J
X
J
J
LaL
F-
D
OP
r
f-
OUTFALL SUMMARY
Outfall Impervious Area
Existing Additional Proposed
1 Existing 24" RCP discharging into undefined channel 0.02 Ac.
Proposed inlet pipe extension 0.01 Ac.
2 Existing 24" RCP discharging into manmade ditch that extends 0.53 Ac.
to a first order stream
Proposed outlet pipe extension 0.32 Ac.
3 Existing 18" RCP discharging into manmade system that 0.47 Ac.
extends to a first order stream
Proposed additional CB's to 18" RCP 0.00 Ac.
4 Existing undefined channel 0.04 Ac.
Proposed 18" RCP and CB's 0.36 Ac.
5 Existing 18" RCP discharging into undefined channel 0.55 Ac.
Proposed additional CB's to 18" RCP 0.22 Ac.
6 Existing sheet flow along Cary Pines Dr. into manmade system 0.07 Ac.
that extends to a first order stream
Proposed additional sheet flow along Cary Pines Dr. 0.02 Ac.
7 Existing nonfunctioning roadside ditch associated lot graded 1.50 Ac.
Proposed additional CB's to 24" RCP with 70 LF filtration ditch
to a 24" CMP w/elbows and MH to prevent erosion through the
buffer(per Steve Mitchell field visit). 0.70 Ac.
8 Existing 18" RCP discharging into undefined channel 0.17 Ac.
Proposed additional CB's to 18" RCP 0.32 Ac.
9 Existing ditch that extends to area filled by property owner 0.56 Ac.
Buffer at back of property
Proposed additional CB's to 18" RCP with 220 LF filtration ditch
to a 24" CMP w/elbows to prevent erosion through the
buffer(per Steve Mitchell field visit). 1.10 Ac.
10 Existing sheet flow along Dynasty Dr. into manmade system 0.30 Ac.
that extends to a first order stream
Proposed additional sheet flow along Dynasty Dr. 0.15 Ac.
11 Existing sheet flow along Rochelle Dr. into manmade system 0.04 Ac.
that extends to an undefined channel
Proposed additional sheet flow along Rochelle Dr. 0.02 Ac.
12 Existing 15" RCP discharging into manmade system that 0.41 Ac.
extends to a first order stream
Proposed additional CB's to 15" RCP 0.07 Ac.
Total additional impervious area 3.29 Ac.
Additional area to existing manmade systems to streams 0.56 Ac.
Additional area to be filtered 2.73 Ac.
Total lineal feet of filtration required 273 LF
Total lineal feet of filtration provided 290 LF
F W A7-F Michael F. Easley, Governor
9
O
0 Q William G. Ross Jr., Secretary
t
t
l R
f E
i
d N
h
D
li
G ura
esources
epartment o
nv
ronmen
an
a
Caro
na
Nort
?
? r
{ Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 22, 2003
DWQ # 03-1151
Wake County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Town of Cary
Attn: Mr. Tim Bailey, PE.
Post Office Box 8005
Cary, NC 27512
Subject Property: Evans Road Widening - SR 1653
Dear Mr. Bailey:
On September 16, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetlands or waters for the purpose of widening a road in Wake County. Approval from
DWQ is required to disturb these areas. Please provide 7 copies of the following information and refer to the
DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we
can begin to determine your projects' compliance with 15A NCAC 2H.0500.
1. Please indicate all stormwater outfalls on the site plan.
2. Please indicate the diffuse flow provision measures on the site plan. Please provide supporting details
and calculations.
Please telephone Todd St. John at 919-733-9584 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 211.0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.
Sincerely,
rWater Cerfifi tion Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
RK&K, 5800 Faringdon Place, Suite 105, Raleigh, NC 27609-3960
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htro://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
DEN

September 15, 2003
03115'
Mr. Todd St. John
Rummel, North Carolina Division of Water Quality
2321 Crabtree Blvd. #250
IQepper Raleigh, North Carolina 27604
& Kahl, LLP
William K. Hellmann Reference: Evans Road (SRI 653) widening in
n0i` /11?
David W. Wallace Town of Cary Proj ect No. 01-01: V'(/iQvr/?' '
Stephen W. ICagay
RobertJ. Halbert Dear Mr. St. John:
Stephen G. Zentz
1. Michael Potter We are submitting seven (7) copies of the Pre-Construction Notification PC
Application Form for the Evans Road widening project to you, for the Town of Cary, as
Charles M Easter, Jr requested by Steve Mitchell. We had a field meeting with the Town of Cary, DWQ,
John G. Mintiens and USACE on July 16, 2003 and the minutes are attached. The road widening project
Joseph A. Romanowski, Jr. has two (2) jurisdictional/subject streams in the construction area. After discussions
Michael L. Krupsaw with Steve and design revisions, there is only one impact remaining on the project. Site
James A. Zito 1 will have an unavoidable, perpendicular impact through the buffer. The additional
Geoffrey V. Kolberg impervious area created by the will be filtered in a roadside Swale prior to
Lars E. Hill y project J. Tommy Peacock, Jr: release through the buffer at this location. The allowable impact will be less than 1300
Michael W. Myers sf total (Buffer land Buffer 2). The hydraulic plans and calculations as submitted to
Martin C. Rodgers NCDOT are provided for your review.
Kenneth A. Goon
Richard J. Adams, Jr We are requesting your determination for this project. We look forward to
John A. dEpagnier working with you and your staff on this project. Please call if you have any questions or
Barbara J. Hoage need additional information.
Christopher F. Wright
Owen L. Peery
Nancy R. Bergeron
Stuart A. Montgomery
David G. Vanscoy
Henry J. Bankard, Jr. Very truly yours,
Peter C. D'Adamo
James F Ridenour Jr. RUMMEL, KLEPPER & KAHL, LLP
Robert J. Andryszak
Raymond M. Harbeson, Jr.
Thomas M Heil
B. Keith Skinner /Prio1ject Thomas E. Mohler a H., SwieZy, PE
Karen B. Kahl Engineer
5800 Faringdon Place
Suite 105 THS/ts
Raleigh, North Carolina Attachment
27609-3960 cc: JTP
Ph: 919-878-9560 BKS
Fax: [phone] KSL
www.rkkengineers.com SER
THS
Kyle Hubert (Town of Cary)
Andrea Wade (USACE)
Randy Boyd (NCDOT)
F:\WORD\DOCUMENT\301-040\Corr\PCNAPPLICATIOND WQ.doc
Baltimore, MD Raleigh, NC Concord, NC Virginia Beach, VA Richmond, VA Staunton, VA
Dover, DE York, PA Norristown, PA Allentown, PA Keyser, WV Washington, DC
September 15, 2003
Ms. Andrea Wade
Rummel, U.S. Army Corp of Engineers
6508 Falls of Neuse Road #120
Klepper Raleigh, North Carolina 27615
&. Kahl, UP
William X Hellmann Reference: Evans Road (SR1653) widening in Cary
David W. Wallace Town of Cary Project No. 01-015
Stephen W. Kagay Action ID: 200220573
Robert J. Halbert
Stephen G. Zentz Dear Ms. Wade:
1. Michael Potter
We are submitting one (1) copy of the Pre-Construction Notification(PCN)
Charles M. Easter, Jr. Application Form for the Evans Road widening project to you, for the Town of Cary.
John G. Mintiens We had a field meeting with the Town of Cary, DWQ, and USACE on July 1,6, 2003
Joseph A. Romanowski, Jr. and the minutes are attached. Based on the field determination the original Action ID
Michael L. Krupsaw 200220573 is no longer valid and a Nationwide 14 permit is requested. The road
James A. Zito widening project has two (2) jurisdictional/subject streams in the construction limits.
Geoffrey V IColberg After discussions with Steve and design revisions, there is only one impact remaining
Lars E. Hill on the project. Site 1 will have ripra
1. Tommy Peacock, Jr. p fill in the stream. The impact will be less than
Michael W. Myers 1/10 ac. and less than 150 ft.
Martin C. Rodgers
Kenneth A. Goon We are requesting your determination for this project. We look forward to
Richard J. Adams, Jr working with you and your staff on this project. Please call if you have any questions or
John A. d'Epagnier need additional information.
Barbara J. Hoage
Christopher F. Wright
Owen L. Peery
Nancy R. Bergeron
Stuart A. Montgomery
David G. Vanscoy Very truly yours,
Henry J. Bankard, Jr.
Peter C. DAdamo RUMMEL, KLEPPER & KAHL, LLP
James F. Ridenour, Jr.
Robert J. Andryszak
Raymond M. Harbeson, Jr. r / 7
Thomas M. Heil 77
B. Keith Skinner
Thomas E. Mohler Tina H., Swiezy, PE
Karen B. Kahl Project Engineer
S800 Faringdon Place
Suite 105 THS/ts
Raleigh, North Carolina Attachment
27609-3960 cc: JTP
Ph: 919-878-9560 BKS
Fax. [phone] KSL
www.rkkengineers.com SER
THS
Kyle Hubert (Town of Cary)
Todd St. John (DWQ)
Randy Boyd (NCDOT)
F.\WORD\DOCUMENTl301-040\Corr\PCNAPPLICATIONUSACE.doc
Baltimore, MD Raleigh, NC Concord, NC Virginia Beach, VA Richmond, VA Staunton, VA
Dover, DE York, PA Norristown, PA . Allentown, PA Keyser, WV Washington, DC
MEMORANDUM OF MEETING
Date: July 16, 2003
Place: Evans Road, Town of Cary
Subject: July 8, 2003 Meeting, Drainage Outfall at Sta. 50+00 Rt. & 40+50 Lt.
Evans Road Widening in Cary
Wake County, North Carolina
Attendees:
------------
Liz Workman RK&K
Tina Swiezy
Kim Lei ht
Steve Mitchell DWQ
Kyle Hubert Town of Cary
Matt Flynn
Andrea Wade COE
The above attendees met at Evans Road in the Town of Cary to discuss the drainage outfalls
located at Sta. 50+00 Rt and 40+50 Lt. The following items were discussed and conclusions reached:
After walking to the stream located at 40+50 Lt., it was determined that the COE had no
problem with the impacts as shown. Steve Mitchell said he would like to see filtration of the
additional paved portion of the discharge and that piping the filtered flow through the buffer
was allowed in order to pass the discharge down the steep buffer in a none erosive manner.
In order to minimize impact to the property and ease in maintenance the filtration ditch will be
place behind the proposed curb and gutter instead of at the edge of the buffer. Andrea Wade
had no problem with this option either.
2. Once we reached the outfall at 50+00 Rt. Andrea Wade realized that she had seen the site
and was ok with the impacts as shown. Steve Mitchell had also been to the site and was
ready to accept the outfall design.
3. Andrea Wade agreed that the COE was ready to exempt the impacts as shown and would
revise the permit accordingly. Steve Mitchell wanted to review the revised design at 40+50 Lt..
Upon approval of the design, he would process the permit(PCN).
THS/ts
After the action of COE and DWQ, the updated plans will need to be forwarded to Division of
Land Quality and NCDOT to make sure the approved NCDOT and Erosion Control Plans
match the construction plans.
cc: JTP Kyle Hubert Town of Cary
BKS Matt Flynn Town of Cary
THS Steve Mitchell DWQ
MTM Andrea Wade COE
SER Randy Boyd NCDOT, Hydraulics
KSL
ESW
301-040
F:\WORD\DOC UMENT\301-040\Memo\outfallfieldmtg.DOC
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: The Town of Cary - Tim Bailey P.E.
Mailing Address: Town of Cary
P.O. Box 8005
Cary, NC 27512
Telephone Number: 919-469-4030 Fax Number: 919-460-4935
E-mail Address: tim.baileyQtownofcar.oorg,
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Tim Bailey, P.E.
Company Affiliation: Town of Cary Engineering Director
Mailing Address: Town of Cary
P.O. Box 8005
Cary, NC 27512
Telephone Number: 919-469-4030 Fax Number: 919-460-4935
E-mail Address: tim.baileygtownofcaryorg
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Evans Road (SR 1653) Widening Project in Cary
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Raleigh take I-40 West to
North Harrison Avenue. Take North Harrison Avenue to North West Maynard Road. Take a
left onto North West Mamard Road and proceed to the intersection with Evans Road. This
project begins just north of the intersection of Evans/NW Maynard and continues northward
along Evans Road approximately 0.9 miles to just north of Rochelle Drive.
5. Site coordinates, if available (UTM or Lat/Long): N746494 E2060631
6. (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
7. Property size (acres): N/A NCDOT Right of Way
8. Nearest body of water (stream/river/sound/ocean/lake): Tributaries to Reedy Creek
9. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mal)s/.)
Page 6 of 13
10. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Land use in the immediate project vicinity is primarily
residential (Subdivisions and single family homes directly adjoining Evans Road). There is
also one (1) church and one (1) school along Evans Road within the project limits.
11. Describe the overall project in detail, including the type of equipment to be used: This
project begins just north of the intersection of Evans Road/NW Maynard Road and extends
northward along Evans Road approximately 0.9 miles to a point just north of the Rochelle
Drive The types of equipment that are needed are backhoes and bulldozers.
12. Explain the purpose of the proposed work: The primary _purpose of this project is to widen
the predominantly 3-lane section to a five-lane curb and gutter section to improve traffic
cgMjng capacity and to reduce the accident rate primarily due to left turning movements.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
The following action is under revision - USACE Action ID 200320139, issued Feb. 26, 2002
stated "The proposed project does not impact jurisdictional waters or wetlands". The two
streams included in this application are jurisdictional however, minimal impact calculations are
required for the proposed work The proposed project will have less that 1/10 ac. or 150 ft. of
stream impact to one jurisdictional stream due to riprap installation. During our site visit (July 8,
2003) with the USACE and DWQ the USACE representative, Andrea Wade, stated that the
proposed work required minimal impact calculations and that she would revise 200320139 to
accurately reflect the site conditions (Nationwide 14). That document will be forwarded as soon
as it is received.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
Page 7 of 13
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Riprap fill will be placed where existing drainage discharge is directed into stream at Site 1. The
design at Site 2 has been modified to avoid impact to the stream or buffers.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
acres) Located within
100-year Floodplain**
yes/no) Distance to
Nearest Stream
linear feet)
Type of Wetland***

I i I
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Page 8 of 13
Stream Impact
Site Number
(indicate on ma
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 Outlet riprap 10 N/A 1 ft. I
2 None 0 N/A l ft. I

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., wwtiv.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name Wate)
( applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not lted to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Page 9 of 13
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The current outfall conditions at each site are inadequate. The original drainage swale has been
blocked and does not have adequate access to the outfalls through the adjoining properties. The
proposed construction will allow the drainage to pass through the adjoining properties to the
existingLoutfalls with minimal impact to the properties and the receiving streams.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
hltp://h2o.en-r.state.ne.-Lts/ncwetlands/strmi4ide.html.
Page 10 of 13
1. Provide a brief description of the proposed mitigation plan. The description should
provide as much information as possible, including, but not limited to: site location
(attach directions and/or map, if offsite), affected stream and river basin, type and amount
(acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or
preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation
easement, etc.), and a description of the current site conditions and proposed method of
construction. Please attach a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the
NCWRP at [phone] to determine availability and to request written approval of
mitigation prior to submittal of a PCN. For additional information regarding the
application process for the NCWRP, check the NCWRP website at
http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check
the appropriate box on page three and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Page 11 of 13
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* (Isquare mpafeet Multiplier Requ red
1 880 3
2 418 1.5
Total 1298
Zone 1 extends out 3U teet perpenatcutar from near nanx or cnannet; Gone z exienas an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Site 1 Existine impervious area(roofs, drives, and Evans Rd w/ sidewalk) 1.5 ac. Proposed
(existing impervious area plus addition Evans Rd w/ sidewalk) 2.2 ac. The total
impervious area
Page 12 of 13
drainage area discharging from Evans Rd. is 5.6 ac. The design at Site 1 has been designed to
compensate for the proposed construction. The additional impervious area created by the
proposed Evans Rd. widening(0.7 ac.) will be filtered in a 70 ft grass swale located parallel to
Evans Rd. approximately Sta. 40+65 to Sta. 41+35. The difference in elevation between the
grass swale and the stream is 13 ft. The best method to discharge this drainage without eroding
the buffer is to pipe from the gassed swale to the stream. This method was discussed in the field
with Steve Mitchell and agreed upon. Calculations for the design is included with the
gpplication. No mitigation is being considered because both Zone 1 and Zone 2 impacts are
considered allowable.
Site 2 The proposed construction at this site does not actually impact the jurisdictional stream
or buffers.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to. submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
_®-2cu-
Date
Applicant/Agent's Signa
(Agent's signature is valid only if
letter from the applicant is provided.)
Page 13 of 13

VICINITY
MAPS
TOWN OF CARY
CARY 01 - 015
EVANS ROAD (SR 1653)
WIDENING
NORTH CAROLINA
i
I 1, 'I? I, ' I/ _ .' ? I ? }k.. I ;• ; \.
End Project
{,•? ?? r+????? -- ? e.? ?rI . ? ?S? _ `1? /??y rA ,.A? '_y/?'?`- ? f \??.A? .l? ? l
79 vr,

?0,'?' l ll, v1 '?•?. !? ,? ??, ? ,A t ', Wate?? V ,? ? ? ' L,4Begin Protect5
?jrr o3t?,I;?'
r,, 1?'t - A . ? ? /, _ ? - , ..-,?• V.\l. `•'_'Er???? •...e ?s>.>a.},?- ? ?/?. ?? r-`=rte- ?1)•
1 l\ l r .: f` a
?? v v= ti boa
13-
? \ _ f f '?*?' Water 1 ? ; ? J ? `
;000kr <s? 4',0100.'6D 0,
,. ,>>,??? r;
1 inch equals 2,000 feet
. ?.? enag97?
X}![ PAR 1 5^r_ SPARK r
TOWN OF CARY
LOCATION
SHEET 2
CARY01 -015
EVANS ROAD (SR 1653)
WIDENING
8/28/03
Source: USGS 7.5 Minute Quadrangle, Cary, NC
ea
Ha
N CD 83
09
0 w ?
SS
_ E. OX
E
Aa
ly?l ?
a
e 05
O 3r 7
U E.
Aa
da' dal
W SF
F
O
or L0
G1 O
a
52 C
? O
F z N
3~
F TOWN OF CARY
EVANS ROAD (SR 165M WIDENING
CARY PROJECT-.O1-015
SITE MAP
SHEET 3 OF 8 09/03/03
J.\COMNOS\301040\DGN\PERMIT _SITE.DGN
C\j to
Z ,•r?d'• •• .••'•. ,? 0 N LLI LIJ p in
?w;?r?J•_••v`•:"'•C N TP.?3k ' %? N z z O E o f 00
W
« 04 ?'"' v¢Wim ? s V, A • / t N N N N N •-' ? l F
? N
`e? `WO.d :: ?Q: C NE \ N
w VI
v
yoy'd...... ~••° N \ FN- F LtJ 0-' W A
MPT? \\ \ \ u L) LL +> LL aid
a r `
\ Q Q LL L. LL ?` CG C J J v
CL CL $ \ \\ \ \ " ? m m m m Qr p, IL 0 O GL
Zoz \ o \\ \?I \\ w w Z? N WUza w 0
oW ?o;p `r6•t Y ` J J \
1 \ \ m m Q \o co m L7 I
It-
ir
is; W
4 N aej p?E \ \ \ N?a 3 3 ? ?
3z=U N =} ?? , o !\ww? v o o ¢ ¢ y o
o v S W\ d oyd Q f ?? H/ {?? \ \,\\ \ \ J J 0-
° C a z O
X a
LL
UO U
u. I N J
o
zor,M I \\V\\ \\ I i t<ttt r7 q V/A
00
N P4 rc
?
. e O \ ' W F ?t<<t N _
C54',.,
N
z 0-
+y I
C oo ? ? • 1 ? 1IJ 1 ? z' cn
,
Ia.
i°,L
? I Me?• ,I 51II11I III /? 11 ? a ?g
W
v ,NS. I to
_
ci -1 C4
U3
' ?L ' L ? '.-.•'? /' \ ,`''I i 11111 ml „, N°1o / /
r
Ilse°? ' In ? .. ..._..
it,
I ' \ ' • " I I\ i '
311' 1 I
I 50
...__....... __. _ ................ ..._... 0'H ,I %
r
... e
I I I
......_..._ ._...__........._ -
ti
_._......NC--GRIQ ? -- ? ® sa
NAD 03 _
430
1110
'
08
LS
I
%
/ III ? I oN 2
c?
LO
Its
N "
?, : 1 1 ? I' d?! of 11 /yam oQ o
Ln
,?- /- 1I1 I oqf I MII UQ
%
Q5
1
F
°
I ,
I I 1
I
1
I i
l I i / \ I `
,t 11
/
r ;
,
\ `•. CR ?
° III.
t ,
'. I
IS, '0
g
f A
Ito
Lffa
J
n u ' , ; I
I? i 1 1 1 .. ..
lilt --s'
J Jim
a
F m6? I
FJ , 1 l II AS G NAM P
Z ~J? ° r(f GN'/' j 1 +`tl IIII' I 11 'f/ 'mNtnv ,,?yy
Da? < r}O Qlp?a'
i /
CA5
I
-F6 O\ L40 "4 64.2
N --- ----
L?
/
I
I
i
_ .... I \
l +
I\Q
458 7 0
462.7 '
)I t1 '
kC 1 I ///?h?J? I X
F
1+ r i
i
i
y?lbly o
460
i?
bb/Ll/8 sd• -.d u6 f
4 901 \ P\0b0S0£f007/b0%\6.0
Z kOD
W /
T 9A
? ? • ? bo ?d ..... ' ?2?' W N UN?
MPG \ \ \
O \ \ \ \\ \\ ? N v`"i
°"Z a?'?° wuNii Y? ANNE
LL
m 3 C54 18' \ \\
o O ax CM m 11 \ \
38 v H / 0 1111 1 °
o S 1 MITI1 11
1 1 1 '
c / r? 11 m 111\1 IM
u I 1?
v m I?\ nA cM? w/ • 1 11111 13
1? 1 I to
N I{uy
t+IJC??I.
? 1 ze -
N a
oir
NC GRID
NAD 83
N
Z2 1
1
r
m
ti
m 1
I
_ I
? r
-- oQ?
? omo
J
M
•L F - +
Uoo \ ? 1
k?' w a i 1
J.nu°i
Z ?'m~ o m ° 1 1 I
J.- IA 1.gN I 1
LLI,. 10
O - 1
4 1??--??--
d
O iU
a m?4
C\ /
M / a
c,t
J O
rr/ /
o{ r
R(•
11 1?
III I
1 I I 11
II
\ fll ®zl
IIII I? I
I II??I' I
.I ?Ilm I
LL?
II I?
?ICI I I
III I
III
III I
I?IL? I
III. I
11 i? I
I I
II I
II I
III I
I I
?u
Z
d
r
-
N
W
Z
O
N
N
U
a
d
w
J
co
a
3
O
J
J
a
N
W
Z
O
N
U
a
CL
w
J
co
a
3
O
J
J
Q

o
N to
N m
W W n
o f CD
A C N N
w Lo
,+? w a
LWL 44-LL W Q 9 U
C J J
mm co m a a?oir w O
a
a y
d I,.a z LL oZ O
o v
a mW
L J
co co
?f
74
t: o
I?i? O / w? Cg
.ad z•
a m ?'
b
U °z W z
I 1 ? / zg a8
I Q,?
I II J1 ? /
II
i ? mR•$
I?
I?
o?W L 7
?z o
Lg C48
A
11
t0
OM UU2Ln
°I IIJ ? oQ'"?o
N aW
M„ wU?01
01
ZI i i_ //O?? 2>
1 1 ? v, W 1
I "J U
II
1 a
I I I
1'0
I ? N
J
I B
?, J O
IYr^?{
all, L l
It I ? ?
? I IIII'?I
?? ? ????I III
Ulf
- p I II ;
gar' 1
?` II ? . I ®II 1 I I
110
I a
1
1 ?
o rl? I II . ? -°
I I
I ul ???1 0
1 1 O
mo
?/ // /I I'll 1 U _
/// "11 Py N?QQi
i 1 J O \ v0 J¢
/ / xet Z W
?' 1 1 S6 y ?/ /
Q? L43
// / / A2 5 L40- \
/ / i a( O
/
r \
y
45d•901
961 0
••,,,•...•..•..•..•. y N t0
0,
??p •. s , N z_ z? o
14
_ ?z¢<Ea a? r 0
? ? .• fd dd . ?? ; ? r O?bS b1,s 5n
y0
.,• p ,,, I 1 J r 4 lbW m m
1
• ,y ..... ,....•••. W m zm z N ~ V a V
9 4) a Z
$ / r ` JJ JJ JJ , ,f ,r JJ ,JI r+ !+ II 1 i, ¢ ¢ N a ? •?
Z Z •,.... .. _..__..._._ J, J '7 ,+ /, J 1,' J!l I ail 1 ,+l `'? cr ''•1 Q, z a w o
VY P05
N
IN! 1 ' a
?W:.b.oyd
j o0e U O •.? D,1, •• ..... ' •0?' ? i r? I Ji' l,? I r I moo' I 1; ? ''? ` c 96.0 ' r I !V 1? 6 O Z 0
ao w
00-
-'
a ' ao I 1 460,,3
I 1 +? 1 ? J
Z® ov J43
d I ; / ?g Sl? / " ?` 7 z Z o
o
C14 d? `ll F? a8
V
°v1 --_---_ - -' -- w z e
4O I ; l? l A? _ A5 a e z
'? a d
' I 450 Z S a s
J I
I 1
I I _ ...... _ `r
\ / J 440
,
• ' ? J' , ``ERNE I,M1 ' I r ,?' J J: _.' ... _.
A
,
tia + J
.
O + ' 1 .
1
f ,
J I m 1 1 l I\ • } t ! \
t N I CON. ? ;:;I 1 T , `! \ -
69
!
553
°`o y' I?? f I M eti
A, 4 ---' -
?
?? I IIIe ?? /
1 o
' zWwci
lvdi
t, O ---
l`, , W2 lOli I II I? 'I 'I ? 1 `^ • U!, ' ? ' ``, I
___? 6J !??1IIII+I II ? I ' ? f OI O ,'' `-`^l
-
UO I III=.. ,? 1,f4 ?- `?-
-- I -
, 11
,
, \I 1Y r
a
- TC-= O
IBI ....
1?11%b I? `.i
,I
J \
9
1 1 Y ? `'
_.__...._-_... 1 _____._._...,.
I,.%
__ -- ZEN 1
PRO)
` 1 1 1 lf•`a-'?' -----rte 1 •i
j? i 1p 1 I
;J so, -
Sq - - - i of a or "
oa
(L
9
I -o I 1`Ii11 li i oa(y? - - or
``\ ,'? \`? '•, it ?? `t\ ,`\ ``• \` I `? 10'!•;{ I `??.. MIA _ J e
G)
i I ,\ 1? 1 w
4so
N, 1 I I 1, 1
of $5 ??
43+00
' MATCH LINE -L- STA
!
66/L[/S ysd•L0,4

u ;P
N;
?
4?
:
W '
:
pbd
??Q
pN ui
.......

Q 2'?p ••N•?
?W
-
K ?
Y
.
rZca i'^ avi
3 z's`? "'' vWi N

O

Q Z
2 8
1?
'? ?
N
o g

a
J
o
33
Q
O
---
-------------------
M
O
-? -- -- SMO 11,11
M
0
M ?
OOfbS y.LS _7_
?'N/7 H01b?

Qy O
N W W
Z- Z .E
O N O 6 Nm
Q in
a)
W
t mE ¢?
LL M LL N ` F
F
m? mN ? ? ti W
Q
?' a ? U
a a
a p_ a ? °' °J' ¢ O w
a a o 4 w 0

J
\ z ?
i a l z z o
U °
°
m W N J
Q

J
r..

z
zz Z
?o

04
WS
E. a ?8
a
z
a? ?
U z Wz
0
Z8
ag

d ?
-1ze
I
-- I
- /
30
M ?a
O r
8a
x
m
?o
Oa
UW
Na.
a
CA
W J
N °w
W J
W
d
H LINrp 43+00
?p
ze_
ysd•L0,4
F' N
W Z
O "
W m
LL. W
LL U

co LL W
Z
w
W O
w

J 0
O
0-

w
J
(Q O
Q N
Z O
F 0-

_
Z
O
O
O "
N

`? OD
'7
a J 0°
m CO
0

C
O

v

N )

N
w
U
Q co N _ OD 17
W
ZO R
v/ N
Q 0
0 0
0
Q Z'9 co m

a "

? U
?a
x
W a?
L W

U.
0
m ¢ N
OU
?O
K
U
0
O t o
v
m
FL
w
N
N
W w
W 0-
D
F-

D
w
F-
U)
O J
z Q
w
h F..
O

f F iyy
WmE
ctc
PkF
DPB
v f - ,-
i'
ZK,
jz_
cgc2T?
P L"
CrF3-f--- `-
CtC - , iu
PkF Cl
jll~?
{ t o C4;?f'2
t1G2 Wn?
Ap,.
4
€ I GeC2 LeB2
GeB2 a.?,?
f1pD
Unnamed Tributary
©
Evans Road Widening Project
H1
1,9 t4
Wake County Soil Survey (1970) ® Unnamed Tributary
1000 0 1000 ft.
- Scale Exhibit 1

End Project
{
y

1 ?` tea, r ,5?r
I
.j P P
ATES
NEE ARK-,
MpYNp, D
O
I'u I;
cygA
\yl<i
O
O "?1
_O
Begin Project

e

® Evans Road Widening Project Streams
M Wetlands
NWI Wetlands and Hydric Soils Soils
0 500 1,000 2,000 3,000 4,000 Hydric
Feet Hydric inclusions
H ? S
^0P1
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200220573
County: Wake .: .
NOTIFICATION OF ? yam---
RWSDICTIONAL DETERMTNerMINT Le er
Applicant
Town of r
Attn: Mike B ab'uin
Address 316 North Academy Street
Cary, NC 27512-8005
Telephone Number 919-462-3931
TD
144.
-
Size and Location of Pro er waterbod Hi hwa name/number town etc. ; The project corridor
for the proposed Evans Road widening is located along Evans Road, which 1s located on the north side of
Maynard Road (SR 1747), in Cary, Wake County, North Carolina.
Basis for Determination: The project corridor does not contain any wetlands or stream channels with
indicators of ordinary high water marks, located near unnamed tributaries of Crabtree Creek, above
headwaters, in the Neuse River Basin.
Indicate Which of the Followin A I :
There are waters of the U.S., to include wetlands on the above described property which we strop 1 su est
an d surveyed. The surveyed , wetland lines must be verified by
should be delineated our staff before the Corp swill
make a final jurisdictionaf determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may 'wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_X _There are no waters of the U.S., to include wetlands, present.on the above described property
wch are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless theris ahchange in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). 'A
permit is not required for work on the property restricted entirely to existing high ground. If you
have any questions regarding the Corps of Engineers regulatory program, please contact
i 'AmandaD Jones at.telep number.
Project Manager Signature 91 876 -- $441 extension 30
Date February 26, 2002 Ex 'iratio ' -ate
SURVEY PLAT .OR FIELD SKETCH OF * THE DESCRIBED PROPERTFeb?E Y uAND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY. OF THIS FORM.
CF: RK&K, Attn: Elizabeth Workman, 5800 Farringdon Place, Suite 105, Raleigh, NC 27609-3960

7
4S.
own
Permit or
A:
Permit or

1021 1 2M
- " y"?L t LnlVll l : zou may accept or object to the permi
t.
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to
authorization. If you received a Letter of Permission OP the district engineer for final
), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,
to appeal the permit, and waive all rights
including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that
the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer,
Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeiour
to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and ma a
modify the permit to address all of your concerns your right
not modify
the permit having determined that the permit should berms s d asepre olusly written. After eva u tubiJg y e your , objections, ctions, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below..
B: PROFFERED PERMIT: you may accept or appeal the permit •
• ACCEPT: If you received a Standard Permit ou ma si
authorization, If you received a Letter of Permission Y Op he permit document and return it to the district engineer for final
signature on the Standard Permit or acceptance of the OP )means that you accept the permit in its entire
?yautho, andrized.waive all Your rights-
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this
form and sending the form to the division engineer. This form must be received by the division engineer within 60 da s of the
date of this notice.
Y
: x ou may appeal the denial of a permit under the Corps of Engineers Administr
ative Appeal Process
by completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
provide new information.
You may accept or appeal the approved JD or
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved Appeal Process by completing Section II of this form and sending the form to he dixvisider the Corps Engineers on enginer.oTh sform must be received
by the division engineer within 60 days of the date of this notice. d
regarding the preliminary JD. The Preliminary JD is not appealable. u Idf you wish, you may to respond to .the Corps
approved JD (which may be appealed), by contacting the Corps district for further instruction. request
Also you
provide new information for further consideration by the Corps to reevaluate the JD. Y may
ee Section

t' l iT?to an
ryR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision ? our objections ?
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
or objections are addressed in the administrative record.)
- u? arr,-Ql is luruzea to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,
you may provide additional information to clarify the location of information that is already in the administrative record.
If you have questions regarding this decision and/or `the appeal If you only have questions regarding th
IEEE
- -mom
process you may contact: y
e appeal process you may
Ms. Amanda D. Jones, Regulatory Specialist also-contact:
Raleigh Regulatory Field Office Mr. Arthur Middleton,, Administrative Appeal Review Officer
CESAD
6508 Falls of the Neuse Road, Suite 120 -ET-CO-R
Raleigh, North Carolina
27615 U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
I Atlanta, Georgia 333-801
RIGHT OF ENTRY: Your signature below grants the right of entry
to Corp of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date: Telephone n,,,-„hP,••
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
? i
?_• Al 20 h"Itetr}' looI
SA V F%irni No.: h7 ;
Th'e Public reporting burden for this collection of information is estimated to average 15 minutes per response, including
time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing
and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this
collection of information, including suggestions for reducing this burden, to U.S. Al Engineer District, Wilmington, ATTN:
Sheila Jack, Forms Information Management Officer, Post Office Box 1890, Wilmington, NC 28402-1890. Respondents
should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to
comply with a collection` of information if it does not display a currently valid SAW control number. PLEASE DO NOT
RETURN YOUR SURVEY TO THE ABOVE ADDRESS. • RETURN COMPLETED SURVEY IN THE ATTACHED SELF-
ADDRESSED POSTAGE PAID ENVELOPE.
01
U.S. ARMY ENGINEER DISTRICT, WILMINGTON
CUSTOMER SERVICE SURVEY---REGULATORY- PROGRAM
We at the U.S. Army Engineer District, Wilmington, Regulatory Division are committed to improving service to our
customers and would like to know how well we have been doing. Who are our customers? You are our customers if you
submitted a permit application, requested a jurisdictional determination or wetland delineation, or scheduled a pre-
application meeting with us. Other customers include those of you who receive our Public Notice and/or commented on a
particular project or our work in general, because of your interest in the Regulatory Program. To identify-how we can better
serve you,'we need your help.:. Please take the time to fill aut this brief survey and-mai.l.it-back•lo.us: Your honest opinions
will help'us determine areas in Which'we need to improve.- For each question,. please indicate the level of service you
received by marking the appropriate number on a scale from 1-5, with 1 being low (dissatisfied) and 5 being high (very
satisfied). If the question does not apply to you, simply mark N/A. Thank you for your time and comments! Response to
this survey is VOLUNTARY. If you choose not to respond, it will not affect any current or future dealings you may have with
the U.S. Army Corps of Engineers (USACE), in any way..
I. FOR APPLICANTS & OTHERS REQUIRING AUTHOR174T1nFv.c L
1. Do you think you received your Corps permit decl
reasonable amount of time?
2. Do you think you received your Corps jurisdictions
in a reasonabie amount of time?
3. If we recommended/required project changes/moc
reduce impacts,-did we clearly explain the reasons w
4. If we recommended/required project changes/moc
reduce impacts, did the changes seem reasonable to
OW
SATISFACTION
ion in a
1
:dete:mination
1
fications to
y?
ficat!ons -to
you?. .1
5.. If we denied your permit, did we clearly explain the reasons why
6. For enforcement cases, did our office clearly and professionally
explain the basis for the enforcement action (e.g., what work we
believe you performed without authorization)?
7. For enforcement cases, did our office include options for
resorution?
il. FOR "OTHER.'.' CUSTOMERS '
1• F -
SATISFACTION
2 3 4 5 NA

2 3 4 5 NA
2 3 4 5 'NA
2 _1 3 1 4
1 2 3
1 2 3
1 2
4
4
4
5 NA.
5 • NA
5 NA
'5 i NA
orpermltted actions, was the permit-effective iri"achievin'g'
appropriate protection/mitigation for. impacts. to aquatic resources? 1 2 3 4 5 • NA
2. F.or.enforcement actions, did the Corps require appropriate .
:ompe.nsation/restoration for impacts to aquatic resources? 1 2 3 4
7l. FOR•APPLiCANTS & "OT HER" CUSTOMERS 5 NA
i. Did the Corps representative act professionally-and -treat yo
;ourtesy?••
?. Did the Corps provide sufficient information.to allow.you to
:ori?piete an application.,farm', comment•on` a.public: notice, o.i -
)therwise evaluate our work?
F Did we respond to .your letters and telep on
he calis• in a
easonable amount of time?
•.Di .
d the Corpsrepresentative answer your questions clearly
living you accurate information about our Regulatory Program
What is "your OVERALL rating of the level of service provid
ie Corps of Engineers Regulatory Program?.
`ofe: DATA FROM THIS QUESTIONNAIRE WILL BE.USED BY THE DISTR
Y NAME OR ORGANIZ
U with
1
2
3 4
-5 NA
1 2 3 4. .'. NA.
1 .2 .3 4 5. NA
? 1 2 3 4 5 NA
d by

ICTTO IM

PROVE SE
2
RVICE a
3 4
cconntnc.r? ..,. .
5 e
NA
ATION FOR ANY REPORT DERIVED FROM THIS SURVEY.
AW FORM 673, Revised Dec 01

(Proponent: CESAW-RG)
000olf-,
INLET COMPUTATION SHEET
DATE: 3/15/02 REVISED: 07/30/02 REVISED: 09/27/02 SHEET I OF 3
I.D. NO.: CARY 01-015 PROJ. NO.: N/A 9/03/03 COUNTY: WAKE DESIGNED BY: THS
DESCRIPTION: Evans Road Widening Sheet 6 CHECKED BY: MLC
LOCATION ROADWAY RUNOF F INLET

INLET
No.
STATION
INLET
TYPE RIM
ELEV
ft.
GRADE
ft/ft
X-SLOPE
ft/ft
DA
ac
C
Tc
min IN I EN
10
in/hr DISCH
Q
cfs OVER
Q
cfs TOIAL
Q
cfs
SPREAD
ft
INTER
cfs
BYPASS
cfs
REMARKS
19 -L- 32+73 LT CB 460.313 0.0370 0.0400 0.92 0.55 10.0 4.00 2.02 - 2.024 3.79 1.880 0.144
20 -L- 34+50 LT CB 453.913 0.0315 0.0400 0.93 0.63 10.0 4.00 2.33 0.144 2.475 4.37 2.190 0.285
A -L- 34+61 RT OEP 454.750 - - 0.89 0.43 16.2 5.19 1.99 - 1.988 - 1.988 -
21 -L- 36+55 LT CB 449.716 0.0186 0.0260 1.20 0.61 10.0 4.00 2.93 0.285 3.213 7.35 2.200 1.013
22 -L- 38+24 LT CB 447.228 0.0140 0.0280 0.77 0.63 10.0 4.00 1.95 1.013 2.961 7.20 2.090 0.871
23 -L- 39+24 LT CB 445.689 0.0079 0.0400 0.23 0.85 10.0 4.00 0.77 0.871 1.636 4.89 1.380 0.256
24 -L- 40+41 LT CB 445.050 0.0034 0.0400 0.33 0.85 10.0 4.00 1.13 0.269 1.398 5.25 1.389 0.009 SAG
25 -L- 40+64 LT CB 445.070 0.0015 0.0400 0.15 0.85 10.0 4.00 0.49 0.000 0.493 4.18 0.480 0.013
21A -L- 36+57 LT DI 447.500 - - 0.08 0.40 10.0 6.16 0.19 - 0.192 0 2.330 -
26 -L-41+37 LT CB 445.330 0.0036 0.0400 0.10 0.85 10.0 4.00 0.33 - 0.330 2.60 0.330 0.000
27 -L- 40+64 LT OEP 435.100 - - 0.00 0.43 10.0 6.16 0.00 - 0.000 - 0.000 -
28 -L- 40+64 LT MH 427.000 - - 0.00 0.43 10.0 6.16 0.00 - 0.000 - 0.000 -

Sht6tina.xls
9/4/2003 11:05 AM

co

v Cl) U1
Y

I
M II II II
IL W o a° o a
O X X X
NI W U W W U
co
F- = J
W
?+
M
O
(O
(0
aD
O
i-
O
U7
CN
LO
U
0 M Cl) N Cl) M O O O
2 q-_ 0 0 0 0 0 0 0 0 0 0 Co 0
U) co M
W W p) J N V• N CO
CO
-
O
N
'
M
co
co
N
N
'
N
. W U7 (O N a N V
' 1? 17 M U) CC
) U)
0 U
W > N r CO o Cl) V V U) LO U) LO to
W =
Cl V 1].. N O O O O Ill: O N CD O O O M
O U tT O W M N N 00 co CD N N r
z
0 0= U) U) U) U7 v V V V V V V V
?- r N N N N N N N N
W
0 W cr I? V' O N V' U) co N U) O

w (L co r- CO O U) U) V' O ti (0
l to
O
i M
O d
O N
O O
O
O -
O O O
O
O N
?-- C
) O
O

(n
O. U)
o
0
0
0
0
0 .
0
0
0
0
0

LLI rr
A
A s-
CA
cy NN NW M
' MV'
(A
C U)O
O M O MCA
0 r OO O
O
>
(
(
?
r P-
I,-
V
D

*
A
CM
0
0 M
O O
N O
O Z M 0 co O M O Ul) M U) r U) r- xi ui ai n_ tC) 11- N Q ?
F-- Lntn Lo ct V' 'ctV .4- zr V' V V' V' CT -4- C-) 0M NN
O
V V V' V' IT IT V V V V•V IT 't 'IT V d 'IT

a
U) Oto 6) MN
' CAV' O I-- CA O OO OO
CL >
O Z CM (M
O r- 11
V' CA (A
M o U) N
I- U)
to N V
I- m CO CA
u-) - M O r-
Lo OD
O `- --
LC) tf) 0 0
I- (V
F- - 0 to O LO tC) V' VT V' V' V' V' IT d' V' ?t M M M N N
It Nr V' V' V' V' 1* V' V' V' V' V' 'IT v V' V' IT V' V' V' V'
S
G
O
Y
O
7
c 0
w
?
(D
- n
IR W
O 0)
N r
O. Cl)
M M
M CO)
M
Q
U M

r

h O
e
?
M
?
V
r
CD
r
CD
r
P
r
1-
r
i-
r
V
3 T

'^ O Z O - ?_ O O O O O O 00
C) O
O O C
- co Cn U) CO CCU U) Cn In U) to lt) 0
co rn U

O
W W O Cl) N
' O r--
, T <- M O N

Q N c? .? O
O N
O V
O O
O r
-:
O
ti M (O (O CR 6) O
co
r ti

z

a W C

.? 00 0
0 04
V:

(fl C)
C) I,-

(6
?2

M

O

O

CAD C,

(A N

O
o
o o o

Q
c"I O O
W
C
T
C)
N
LO
00
V
00
M

M Z ,
_j G
O
O O
) C--
O W
C6 Cl) M V' O
O O
o
Q F" U O N N r
ZI
O D O
W Z O =

F-
O
O
O
O
O
O
O
O
O
O
O
O
(D
N (6
O
N
00
C) O
O
N
M
M
M
N
W o L
w W
1 O
i
M
CL
J

Q

O

CO LO N

O tCl

b
_

' M M
N O
' O O
-a O U)
o M
o V O N r O M V
Cl CN N N M (M CO M M

o J
w Q N 0) V' 00
CA
V'
6)
OD
OD
OD
U) i
F (A 00 1,- O O ti O Cl) V' U7 U) U)
U1 O O O N O V' d' CC) U) C(7 U) 6 16
>
O W

O O
}
Z
O
O
r
N
M
V
U)
CD
OD
LO Q O z N N N N N N N N N O N O
?
th U F-
d
.
H
6i Z U U O
Q O
N Q
N N
N M
N T LO CD I- CA
Q Q U) 0 CV N N N N N

Y

Q
M) W
L
O
MI U U Q rn O o v W M to 0 0
1? O In O O M 1? N O ti
W ?
M N?
' (V
I N(V
v NM
i' to
' NO
'7 NE
I Op
lf) Qtn
t) (()
V' NC7
N N(D
M
W
Z}} Z
O V T C
V V
V V n
V V <1 V
(n co co +

W W w
Z U ? o ti 0 0 Yo N 04 Ym
a 00 c
o 0 0 -

U U
D
J co O O C09 N r W C7 ti O
W v v v 14, L(( N LO N C?7
v It
F --? N v co O CD N M O O N co N
W W N O M O rt ti N N O rl- O O
J
Z OD
M M
v M
v CO
V V
v LO
?h O
tO (V
to CN
tt) I-?
?' C7
N In
N
- V 'V' v v V d' v IT V V IT

W
M (Y) N O O (ND M v O 04 M OOD
_ M LQ Cl (O V~' ? In C7 O O CO7 O
<- O O O O N O O O O (N
W

Q
m
to O
O O
O O
O O
O O
O O
O O
O O
O O
O O
O O
O

? _
Q
=
m
0 O
o
0 O
0
0 O
0
0 O
0
0 O
0
0 O
0
0 O
0
0 O
0
0 O
0
0 O
0
0 O
0
0
W

? ?1 (1? to O ?Y' O N O O O O LO O

p
O
-
to (D
v e-
N
o
co
r--
'T O l?
M O
O O
O O
O LO
(D O
O

Y
o J

°
= E

0
r-
0
?-
0

0
o
0
N
0
o
0
0
0
0
0
0
0

0
0
0
? a
C14
D
W 04 LO CY) tl- t- 0 (0

O

D

N
O

ti 0

O=
M
N
O
00 0
ti
tM
LOO
N

O
O
o
o
D
r
N
Q r O O O O 0 r

w/ m U
li o O O O O O O O O O O O O
Q O Cl) Cl) O r` M 00 (O M O N O r
W
N O LO
0) (D
0 Ln O (D O CO IT O O O
=$ n N O V Cl) M m M O O O ?
T W O O O O O N O O O (j

O
O O
C.7J
0
O
O
O
O
O
O
O
O
O
O
O
M Q ZZ ±
O ZI
no
W Z
O
O
O
O
O
O
O 0
O
O
O
O
O
Cl) O O-1 V
_ O O O 00 (fl O
0
W Q ai M CD N O O 0 h m N N 0
i
M

O w Cl)
M d' (D
N I-
CO N
CO O 00
(fl IT W co
N N (
M M
M
C7 D _
a I? O CO d' M r M O r` r
Q ?
a
O Q
w o
to W O
=
•-
V
N
V'
N
?i'
N
Nr
N
It
N
V
N
(O
LO
LO
LO

N

N
A ?-
W' a
0

N O J
A
W
D (n 0)
It
O 00
M
N OD
O
ti
Y)
F-)
IN
l0C) 00
OD
O }
L
Q U) °O (pM C7
V' ('7
V M
'T In
W r
v
U-)
In t`
v °D M
N M
N

m U O
N
D_
O
Z O
Z (D
N LO
N V'
N M
N N
N
N O
N (A
¢ Q
C 00
N t`
N
V
p
Q
o

0
H
w
w N u o"
vi rE
VI p U
Z w=
?
m
m

r

a°
U
Q ?
V
W Z > -

`
a
x
U F= E
? d
Q
x g
?
w LL
Q w
C
N c
V - ? F
J
W °

Z
F
o o
?
?n
w Z a ?;, y ?, '<
o°o
N
a? G O O

yuw > a
w =
° .:;. ........ .....

:T;
'Jiiiii: i'....
?:i:•:: iiii:
:i>:? ...
;i:v: :.
iii:
:':
i:
:.::.
ilii:.
>i:•:
-ii::v:
:ii::i
i:i:?:
>:?:?:
?:-i:-:
:ji3:?
i:ii:
::: ?:::
vii::
:Sii:?

O ? d
K ?

6 C
Q C
C p O
N
WW,,
xf
3 ? C
A
~ ?. a
o
U
N
Z m?
O

a
w
J ? m m
a

V M
N
ew=
2
e
-
.6 L9
y
Uw=m
N
K
a
^
I.L
o
q
.
a
? -
U H f-
x v+ w'

N I+ IO NyN < OV
a
..a
oiz°

aZ

?wI 1O
w
w
p i p N N
8
s*
ZI
O
N
?

a
=
z
N m m
O W
1 ZY
O -'w
V- W =
U

O
p
1

N
O Q N
`
r

-
r W

w..

no
iv
Q

m? LL
0

J
a ? g
L
L ? ?

wo

z
A
..a
Ii1 Z U
N o 0
apW
O:O

• Y Y
°mm ? e

?mi W Z Y
N > ? ?
w z :.i ..:...:
.. ..
U .:;

p :.
ii O:
ii
is .

.

Uijiii:

::

iiii: !Q

:

ii ii

iiii:

iii ii

?iii

ii:

i:tii'
iiii:.
i iii:

??:':•:
:iSL.:
::::

'i?:•:
v<L?:
iii:i

ii
? i i:?
iiii:

r:t ?
iiii:?
ii ii:

i:ji:
iii ?:
ii ii

?i?:?
?ii ii:
i i:•ii

:?i:
'i!?i
j}ii:

iiii
ii ?:'
v: is

i Vii:
Ji;i:;
JiiiJ

`i?
:;i:; is
iiiii

iiij
viii
'iiii:

? is??
:•:i::?
iiii:

i>i:
:ji ii:
iii:::

Ps

?per:-
S
d K
i?if5i
iJTi
C

h

VI j z
T K w
Z
U ?
O (?
F
m K ~
X
W o
?
m -
m
a W

O
??
ua
o
w

a = W
N

Qo

.
Mos

o
$03 vi c o
a
a q
J rc -

J F F
? w

O ° m
•' ?
6
FW- = N z°

?
Q p W
p_p N
gG2
4 , - ? : f . may ..". '.?? J - cz
W M E
:'
Fe -j , -
0- ge ' y
A, 1'1, Cge,
17
r
CgC2
G E'
-.? MP G2
CeF
C; ;"a C' CrB
- s i/ P ..-
ctc
1
PkF f
%
a e G?
ASC2 Wrn F °.
Gy
77
I F89
Ge$2' Gf,B2 Z ,
'f
A p D
rC2
Evans Road Widening Project M Unnamed Tributary
Wake County Soil Survey (1970) ® Unnamed Tributary
1000 0 1000 ft.
Scale Exhibit 1
End Project
)CHELLE
% P PRK
v
TES
CN"
\y??C
O
l{
a ,
Begin Project
1 .
,P
?• a

DI lk, Evans Road Widening Project Streams
J E21 Wetlands
7? NWI Wetlands and Hydric Soils Soils
Q 0 500 1,000 2,000 3,000 4,000 Hydric
Feet Hydric inclusions
Action ID:
Applicant' '
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
200220573
County: Wake
NOTIFICATION OF JURISDICTIONAL DETERMINATTtIrr___
Town of Cary
Attn: Mike B abuin
Address 316 North Academy Street
Cary, NC 27512-8005
Telephone Number 919-462-3931
ize and Location of
d
V
°rD
HADi0?
&,I
N T,?
for the proposed Evans Road widening is located along Evans Road, which is located on pe nort corridor
Maynard Road (SR 1747), in Cary, Wake County, North Carolina. north side of
Basis for Determination: The project corridor does not contain any wetlands or stream channels with
indicators of ordinary high water marks, located near unnamed tributaries of Crabtree Creek, above
headwaters, in the Neuse River Basin.
Indicate Which of the Followin A I :
There are waters of the U.S., to include' wetlands, on the above described P Property which we strongly sugest
should be delineated and surveyed. The surveyed wetland lines must be verified bour staff before he Corp swill
make a final jurisdictional determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may 'wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval b the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
__X _There are no waters of the U.S., to include wetlands, present on the above described ro e
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unleproperty
s there is ahchl nge in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). 'A
permit is not required for work on the have an property
restricted entirely to existing high ground. If you
any questions regarding the Corps of Engineers regulatory program, please contact
l 'Amanda D Jones at.telep number ' 4ioat
76 - 8441 extension 30
Project Manager Signature
Date
February 26, 2002 Expire
SURVEY
PLAT .OR FIELD SKETCH OF 'THE DESCRIBED PROPERTYruAND 6 E W
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW THE WETLAND
(FILE) COPY OF THIS FOItlYI.
CF: RK&K, Attn: Elizabeth Workman, 5800 Farringdon Place, Suite 105, Raleigh, NC 27609-3960
fva
,rye ?
q? ii•? '!? ; it t sk '?.tGY :a s- ? y?7?Yf??(?,f.?.f ,.a,4 ,?. •,? ?`.:?a ?'+.rr' ? ?`.??5.;?t 'h'?Z """s' r a .r xr
ak C?`? •.«, ?-aro aet,s?,1 A.V,ly-_( Lr ??' 7 t.? S )- c .t,?.S4. }+Y+ .fr. ti 1!, ?.r"t ??1
r :
I ., U>I I r I nP?1'rlt(1 ?I ? NI} P w Y s:? ri , x' ;b
^ ? R- to Rrs z ?' `t y ?u 1 I II y?
3Y?i. r!a'6 '1 v+t r + ` 5 ` F i. n7 !tee xzsr ?: to ar' y'r>a ? , IZ?( P.
c7 w t ?. ro i ? ?r
ter. ?, tr ?.I (? ?? :(a SS ?l?I? ?r z,
.r .. c"? .f•t., I - ar. a /` ,. T 04R f{' { ?4t? b ?' 7• 3,•w`•
fit : +., Yds ":,7w "t% 7^?s i
.,f,•. t-
fL{ ? ? ?? n ? v r
Applicant: Town,,,,_,,
r ..5 x r.%-a .?.; ,-•? ?t ,?s'Srr??i ?? 7?K'? 7
File Number: 200220573 N' '
Attached is: Date. 2-26-02
INITIAL PROFFERED PERMIT (Standard permit or Letter of permission) See Section below
PROFFERED PERMIT (Standard Permit or Letter of permission) A
PERMIT DENIAL B
X APPROVED JURISDICTIONAL DETERMINATION C
PRELIMINARY JURISDICTIONAL DETERMINATION D
S>4 C TIQ?r1;` the;'1611oti? ng identafic s v itir tots and o i? E
°ctecton t t ?b' p ©ns regartitn an adnitnl4strati` a
Addttrona tnforntationtrtar be fciund athttp ?ii5acc artnr??ii11'rnfl '' pl?eal c?i t1?e?ahve..
Corpseglittonstt l3 C'R?Part? 1 j _ t fttn?t??nslctiiicc
A: INITIAL PROFFERE
D PERMIT: You ma acce t
ay p or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and re
authorization. If you received a Letter of Permission (LOP), you turn it to the district engineer for final
may accept e LP and Your to s appeal signature on the the Standard Permit or acceptance of the OP means that you accept the permit in its t rk is ay, ?and ova enti rve . all rights
Your
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that
the permit be modified accordingly. You must complete Section II of this form andteroetfurn the form t the district engineer.
Your objections must be received by the district engineer within 60 days of the da this notice, or you will district your a)h
to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: a
modify the permit to t
address ome of your address all of your concerns Y ( ?
modify
the permit having determined that the permit should be issued asepre olusly written. After evaluatibrlg your e your , obj or ecti ctions, not the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below..
B: PROFFERED PERMIT: You may accept or appeal the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district enQ
authorization. If you received a Letter of Permission OP ?ineer for final
signature an the Standazd Permit or acceptance of the OP )means that you accept the penrmit in its entirety, and wa v
e Y all our rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
the nr you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section If of this
form and sending the form to the division engineer. This form must be received by the division engineer within 60 da s ofthe
date of this notice.
Y
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Enguieers by completing Section II of this form and sending the form to the division engineer. This form must be recleiv ed by Appeal ppeal division Process
engineer within 60 days of the date of this notice.
provide new information.
: You may acceptor appeal the approved JD or
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal approved Appeal Process by completing Section II of this form and sendingtthe form to he dire d on engineer.oTh sform must be retceived
by the division engineer within 60 days of the date of this notice.
E: PR RT TA fTAT A T) ?r -T--,---
regarding the preliminary JD. The Prelim nary JD is not appealable. You d o wish) You may to respond to.the Corps
approved JD (which may be appealed), by contacting the Corps district for further instruction. request
Also you may
provide new information for further consideration by the Corps to reevaluate the JD. Y

F,EASONS ?
_ , ._?; tVN1 the decision oryourlVlr
FOR APPEAL OR OBJECT IONS: (Describe your reasons for appealing objections initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
or objections are addressed in the administrative record.)
.wa?[-aL uvr vl?iv1ti I luiN: 1Ile appeal is limited to a review of the administrative record, thc.Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,
you may provide additional information to clarify the location of information that is already in the administrative record.
i
It you have questions regarding this decision
process you may contact:
Ms. Amanda D. Jones, Regulatory Specialist
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
irt?111C 6?1 f sy_ i -
lf you only have questions regarding the appeal process you may
also contact:
Mr. Arthur Middleton, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
.u?... yr zvi Ax: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9MIS
Atlanta, Georgia 30303-3490
Telephone num
r
Arproved: 20.1:111tian' 0oI
The Public reporting burden for this collection of information is estimated to average 15 minutes per response, including
time for reviewing instructions, searching existing data sources, gathering and maintaining the data neecled, and completing
and reviewing the collection of infor•malion. Send comments regarding this burden estimate or any other aspect of this
collection of inforniation, including suggestions for reducing this burden, to U.S. Army Engineer District, Wilmington, ATTN:
Sheila Jack, Forms Information Management Officer, Post Office Box 1890, Wilmington, NC 28402-1890. Respondents
should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to
comply with a collection of information if it does not display a currently valid SAW control number. PLEASE DO NOT
RETURN YOUR SURVEY TO THE ABOVE ADDRESS. • RETURN COMPLETED SURVEY IN THE ATTACHED SELF-
ADDRESSED POSTAGE PAID ENVELOPE,
U.S. ARMY ENGINEER DISTRICT, VVILMINGTON
CUSTOMER SERVICE SURVEY--•REGULATORY•PROGRAM
We at the U. S. Army Engineer District, Wilmington, Regulatory Division are committed to improving service to our
customers and would like to know how well we have been doing. Who are our customers? You are our customers if you
submitted a permit application, requested a jurisdictional determination or wetland delineation, or scheduled a pre-
application meeting with us. Other customers include those of you who receive our Public Notice and/or commented on a
particular project or our work in general, because of your interest in the Regulatory Program. To identify how we can better
serve you,'we need your help:. Please take the time to fill but this brief survey and- mail -Jt•back?o.us: Your honest opinions
will help'us determine areas in which we need to improve.- For each question; please indicate the level of service you
received by marking the appropriate number on a scale from 1-5, with 1 being low (dissatisfied) and 5 being high (very
satisfied). If the question does not apply to you, simply mark N/A. Thank you for your time and comments! Response to
this survey is VOLUNTARY. If you choose not to respond, it will not affect any current or future dealings you may have with
the U.S. Army Corps of Engineers (USACE), in any way..
1. FOR APPLICANTS & OTHERS REQUIRING AUTHORIZATIONS LOW
ur?r?
I . uo you inlnK you received your Corps permit degteinatio.n
reasonable amount of time?
2. Do you think you received your Corps jurisdiction
in a reasonable amount of time?
3. If we recommended/re•quired project changes/mreduce impacts,•did we clearly explain the reasons 4. If we recommen
ded/required project changes/mreduce impacts, did the changes seem reasonable 5.• If we denied your permit, did we clearly explain the reasons why?
6. For enforcement cases, did our office clearly and professionally
explain the basis for the enforcement action (e.g., what work we
believe you performed without authorization)?
7. For enforcement cases, did our office include options for
resolution?
Il. FOR "OTHER'.' cUSTOhfERS
SATISFACTION
1 2
1 2
1 2
1 2
SATISFACTION
3 4 5 NA
3 4 5 NA

3 4 5 'NA
3 4
3 4
3 4
4
5 NA.
5 • NA'
5 NA
1 2
1 2
1 2
1: 1=orpermitted actions, was the permit-effective in achieving'
appropriate protection/mitigatiori fpr.impacts. to aquatic resources?
2. For enforcement actions, did the Corps require'appropriate .
:ompensation/restoration for impacts (o aquatic resources?
'I1. FOR•APPLXANTS &• "OT .HER".CUSTOMERS
I. Did the Corps representative act professionalfy.and treat yo
;ourtesy?••
?. Did the Corps provides ufficient information.to allow.you to
:omplete an'application••form-, comment•on'a publicnotice, or.
)thertivise evaluate our work?
1. Did we respond to your letters and telephone calls in a
easonable amount of time? .
•. Did the Corps representative answer your questions clearly
living you accurate information about our Regulatory Program
What isyour OVERALL rating of the level of service provide
ie Corps of Engineers Regulatory Program?.
'Ole: DATA FROM THIS QUESTIONNAIRE WILL BE. USED BY THE DISTRI
Y NA
5 1 NA
1 ?.. 3 4 S•, NA
:±2 3 4 5 NA
U with
1 2 3 4 .5 NA
1 2• 3 4.. 5 "NA.
1 .2 .3 4 5. NA
? 1 2 3 4 5 NA
d by •
1 2 3 4 5 NA
CT TO IM oonvc
ME OR ORGANIZATION FOR ANY REPORT DERIVED FROM THIS SURVEY.
AW FORM 673, Revised Dec 01
- -- -- w"UC" 1J WILL NU 1 13E IDENTIFIED
(Proponent: CESAW-RG)

..t Detail Incomplete
04 .. - ?7d
1 ` Who Reviewed: ! v
Date
Q Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stonnwatcr management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
Please indicate all stormwater outfalls on the site plan.
C?Ilr`!S Gl1Zd??u
Please indicate the diffuse flow provision measures on the site plan. O`??• f ???C.?
? Please indicate whether or not the proposed impacts already been conducted. i.?SNl', ,
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application:
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
r
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 4, 2004
Wake County
DWQ Project #:03-1151
APPROVAL of 401 Water Quality Certification with ADDITIONAL CONDITIONS, ?[.?
and Neuse River Buffer Rules I
Town of Cary Engineering Department
C/o Mr. Tim Bailey
P.O. Box 8005
Cary, NC 27512
Dear Mr. Bailey:
You have our approval, in accordance with the attached conditions and those listed below,
to impact 20 linear feet of streams, and 0.03 acre of stream buffers for widening of Evans
Road (SR 1653) from the Evans Road and Maynard Road intersection to just north of
Rochelle Drive in Wake County as you described in your application dated October 29, 2003
(received October 2, 2003) as modified on November 18, 2003 and January 14, 2004. After
reviewing your application, we have decided this fill is covered by General Water Quality
Certification Number 3404. This certification allows you to use Nationwide Permit Number 14
when the Corps of Engineers issues it. This approval is also valid for the Neuse River buffer
rules (15A NCAC 213 .033). In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed
regulations. This approval will expire when the accompanying 404 or CAMA permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application
except as modified below. If you change your project, you must notify us and you may be
required to send us a new application. If the property is sold, the new owner must be given a
copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. If total wetland fills for this project (now or in the future) exceed one acre,
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7).
This approval shall expire when the corresponding Nationwide Permit expires or as otherwise
provided in the General Certification. For This approvai *Lo be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below. Deed
notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands
and waters to notify the state in order to assure compliance for future wetland and/or water
impact. These mechanisms shall be put in place within 30 days of the date of this letter or the
issuance of the 404 Permit (whichever is later).
Conditions of Certification:
1. An additional condition is the stormwater management plan in the application and its
modifications, shall be implemented. The plan shall be modified to include a double,
parallel swale design through the temporary drainage easement shown on the plans
for Site 1 (Outfall #7). In addition, splitter boxes shall be installed at the upslope side
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httpJ/h2o enr.state nc.us/ncwetlands
I
I
I
'r r
+l_ DENR
of swales at Site 1 (Outfall #7) and Site 2(Outfall #9) in order to ensure that flow is
evenly split between the parallel swales. Additional written approval from DWQ is
required for these changes before streams are impacted at these locations. Finally
before the roadway is opened to traffic, the stormwater management facilities, as
approved by this Office, shall be constructed and operational, and the stormwater
management plan, as approved by this Office, shall be implemented.
2. Culvert Installation: The culverts required for this project shall be installed in such a
manner that the original stream profiles are not altered. Existing stream dimensions
(including the cross section dimensions, pattern, and longitudinal profile) are to be
maintained above and below locations of each culvert. The culverts shall be
designed and installed to allow for aquatic life movement as well as to prevent head
cutting of the streams. If any of the existing pipes are or become perched, the
appropriate stream grade shall be re-established or, if the pipes installed in a
perched manner, the pipes shall be removed and re-installed correctly.
The culvert(s) shall not be installed in such a manner that will cause aggradation
or erosion of the stream up or down stream of the culvert(s). Existing stream
dimensions (including the cross section dimensions, pattern and longitudinal profile)
are to be maintained above and below locations of each culvert. As such, it is
required that you provide the plans with adequate details that indicate that the
curre^t stability of the stream will be maintainers or enhanced. You Mst receive
written approval from this Office for the above plans before the culvert(s) is installed.
The culvert(s) must be installed according to the approved plans.
3. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached
form and return it to the 401/Wetlands Unit of the Division of Water Quality.
Violations of any condition herein set forth may result in revocation of this Certification and
may result in criminal and/or civil penalties. This Certification shall become null and void
unless the above conditions are made conditions of the Federal 404 and/or coastal Area
Management Act Permit.
If you do not accept any of the conditions of this certification, you may ask for an
adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To
ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C.
27611-7447. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the
Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786
or Steve Mitchell at our Raleigh Regional Office at 733-9646.
ctor
cc:
Andrea Wade, Corps of
Raleigh DWQ Regional
File copy
Central Files
Tina Swizey; Rummel,
NC 27609-3906
Office
Klepper and Kahl; 5800 Farrington Place, Suite 105, Raleigh,
Sincerely,
WQC #3404
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS NATIONWIDE
PERMIT NUMBER 14 (ROAD CROSSINGS) AND REGIONAL GENERAL PERMIT 198200031 (WORK
ASSOCIATED WITH BRIDGE CONSTRUCTION, MAINTENANCE OR REPAIR CONDUCTED BY NCDOT OR
OTHER GOVERNMENT AGENCIES)
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with the requirements of Section 401, Public Laws 92-
500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ)
Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for the discharge of fill material to waters
and adjacent wetland areas or to wetland areas that are not a part of the surface tributary system to interstate
waters or navigable waters of the United States (i.e., isolated wetlands) as described in 33 CFR 330 Appendix A
(B) (14) of the Corps of Engineers regulations (Nationwide Permit No. 14 and Regional General Permit
198200031) and for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 26 .0200. The category of
activities shall include any fill activity for road crossings and is limited to fill less than one-third acre in tidal waters
and less than one-half acre in non-tidal waters. This Certification replaces Water Quality Certification Number
2177 issued on November 5, 1987, Water Quality Certification Number 2666 issued on January 21, 1992, Water
Quality Certification Number 2732 issued on May 1, 1992, Water Quality Certification Number 3103 issued on
February 11, 1997, Water Quality Certification Number 3289 issued on June 1, 2000 and Water Quality
Certification Number 3375 issued March 18, 2002. This WQC is rescinded when the Corps of Engineers re-
authorizes Nationwide Permit 14 or Regional General Permit 198200031 or when deemed appropriate by the
Director of DWQ.
The State of North Carolina certifies that the specified category of activity will not violate applicable
portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217 if conducted in
accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Enumerating and Reporting of Impacts:
Streams - Impacts to streams as determined by the Division of Water Quality shall be measured as
length of the centerline of the normal flow channel. Permanent and/or temporary stream impacts shall
be enumerated on the entire project for all impacts regardless of which 404 Nationwide Permits are
used. Stream relocations and stream bed and/or bank hardening are considered to be permanent
stream impacts. Any activity that results in a loss of use of stream functions including but not limited
to filling, relocating, flooding, dredging and complete shading shall be considered stream impacts.
Enumeration of impacts to streams shall include streams enclosed by bottomless culverts, bottomless
arches or other spanning structures when a 404 Permit is used anywhere in a project unless the
entire structure (including construction impacts) spans the entire bed and both banks of the stream, is
only used for a road, driveway or path crossing, and is not mitered to follow the stream pattern.
Impacts for dam footprints and flooding will count toward the threshold for stream impacts, but
flooding upstream of the dam will not (as long as no filling, excavation, relocation or other modification
of the existing stream dimension, pattern or profile occurs) count towards mitigation requirements.
Wetlands - Impacts to wetlands as determined by the Division of Water Quality shall be measured as
area. Permanent and/or temporary wetland impacts shall be enumerated on the entire project for all
impacts regardless of which 404 Nationwide Permits are used. Any activity that results in a loss of
use of wetland functions including but not limited to filling, draining, and flooding shall be considered
wetland impacts. Enumeration of impacts to wetlands shall include activities that change the
hydrology of a wetland when a 404 Permit is used anywhere in a project.
• Lakes and Ponds - Lake and Pond Impacts Enumeration- Impacts to waters other than streams and
wetlands as determined by the Division of Water Quality shall be measured as area. Permanent
and/or temporary water impacts shall be enumerated on the entire project for all impacts proposed
regardless of which 404 Nationwide Permits are used. Any activity that results in a loss of use of
aquatic functions including but not limited to filling and dredging shall be considered waters impacts;
2. Proposed fill or substantial modification of wetlands or waters (including streams) under this General
Certification requires application to and prior written concurrence from the Division of Water Quality;
WQC #3404
• The structural stormwater practices as approved by the Wetlands Unit as well as drainage patterns
must be maintained in perpetuity.
• No changes to the structural stormwater practices shall be made without written authorization from the
Division of Water Quality.
7. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial but also intermittent
stream impacts that require application to DWQ in watersheds classified as ORW, HOW, Tr, WS-I and
WS-II unless the project is a linear, publicly-funded transportation project, which has a 150-foot per-stream
impact allowance;
8. In accordance with North Carolina General Statute Section 143-215.3D(e), any application for a 401 Water
Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit, one
payment to both agencies shall be submitted through the Division of Coastal Management and will be the
higher of the two
fees;
In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for impacts to 150
linear feet or more of streams and/or one acre or more of wetlands. For linear public transportation
projects, impacts equal to or exceeding 150 feet per stream may require mitigation. In addition, buffer
mitigation may be required for any project with Buffer Rules in effect at the time of application for buffer
impacts resulting from activities classified as "allowable with mitigation" within the "Table of Uses" section
of the Buffer Rules or require a variance under the Buffer Rules. A determination of buffer, wetland and
stream mitigation requirements shall be made for any Certification for this Nationwide Permit. The most
current design and monitoring protocols from DWO shall be followed and written plans submitted for DWQ
approval as required in those protocols. When compensatory mitigation is required for a project, the
mitigation plans must be approved by DWQ in writing before the impacts approved by the Certification
occur, unless otherwise specified in the approval letter. The mitigation plan must be implemented and/or
constructed before any permanent building or structure on site is occupied. In the case of public road
projects, the mitigation plan must be implemented before the road is opened to the travelling public.
Projects may also be implemented once payment is made to a private mitigation bank or other in-lieu fee
program, as specified in the written concurrence of 401 Certification for a project. Please note that if a
stream relocation is conducted as a stream restoration as defined in The Internal Technical Guide for
Stream Work in North Carolina , April 2001, the restored length can be used as compensatory mitigation
for the impacts resulting from the relocation;
10. For any project involving re-alignment of streams, a stream relocation plan must be included with the 401
application for written DWQ approval. Relocated stream designs should include the same dimensions,
patterns and profiles as the existing channel, to the maximum extent practical. The new channel should
be constructed in the dry and water shall not be turned into the new channel until the banks are stabilized.
Vegetation used for bank stabilization shall be limited to native woody species, and should include
establishment of a 30 foot wide wooded and an adjacent 20 foot wide vegetated buffer on both sides of
the relocated channel to the maximum extent practical. A transitional phase incorporating coir fiber and
seedling establishment is allowable. Also, rip-rap may be allowed if it is necessary to maintain the
physical integrity of the stream, but the applicant must provide written justification and any calculations
used to determine the extent of rip-rap coverage requested. If suitable stream mitigation is not practical
on-site, then stream impact will need to be mitigated elsewhere;
11. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the
elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown to
DWQ that providing passage would be impractical. Design and placement of culverts including open
bottom or bottomless arch culverts and other structures including temporary erosion control measures
shall not be conducted in a manner that may result in aggradation, degradation or significant changes in
hydrology of wetlands or stream beds or banks, adjacent to or upstream and down stream of the above
structures. The applicant is required to provide evidence that the equilibrium shall be maintained if
requested to do so in writing by DWQ. Additionally, when roadways, causeways or other fill projects are
constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges must
be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway
that may result in aggradation, degradation or significant changes in hydrology of streams or wetlands;
Certificate of Completion
DWQ Project No.:
Applicant:
County:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North
Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be
returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in t':e observation of the construction such that the construction was observed to be built
within substantial corn, ?liance and intent of the 401 Water Quality. Certification and Buffer Rules, the
approved plans and sp ..:ifications, and other supporting materials.
Signature:
Agent's Certificath n
Date:
I, , hereby state that, to the best of my abilities, due care and
diligence was used in tie observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Permittee hereby state that,
to the best of my abilities, due care and diligence was used in the observation of the construction such that
the construction was observed to be built within substantial compliance and intent of the 401 Water Quality
Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature: Registration No.: Date:
I I I , l ' ' 0 10 PROJ. REFERENCE N0. SHEET N0.
1 i I r-. ' ' I ~ - _ ~I li ~ i - -t I
II _ I 11 ' L '~1 4 ' _ _ , 4 1 ii CARP 01-015 X-12 I
' I ~ it ~ ~ ,_.I j ~ - I ~ --h - i-. 'h..~... f . ~ ~ ~ f ~ I_ I ~ I ~..1_. I i I, ~ -r ~ t i i
r I I ~ I . ~ ~ ~ ~ . _ - 1 ~ -I_, I III I I I I I.1 - _ r _ - ~ _ ~ _ I i t _ _ - _ - { I _ 1 r I ,rr r ,I , ~ -I-r 1 ~I _ 1~ }p 10 1b X10 1
I ~ - __--l _ ~ _I ] 1 I _ _ 1 - I t I 4 ! I - _ ' ~I~
~ ~ - I i ~ ~ h i I I ~ I, f~ i i I I - - - ~ ~ - I ~!i + Ii a -I r I 4 1~ I rt ~ III ~ ~ i _I_ 1 ~ I I, i i -4 _ ~ r +
_ ; . ,t I . ~ I I _ _ _ l_ ~ t _ _ ~ i r - r-~ - 11 ~ } 1 r ~ ~ I I ~ ~ -r r- i _ ~ I 1 I ~ I I ~ T I, I_. I
-1 ~ i I-t 1 , I ~ I I I t I - l_ ~ 1 I ~ I ~ I J-. _ ~ ~ _ : _
I a l I I I i~ I I r 1+ j ~ _y ~ I~}----- -I ~ 11 I ~ ~ ~ I I 1 .y _ - _ . ~ . ~ fi
I 1 f ~ ~ . _-t --1 -r I ~ III ~ + j I I I - I f - r 1 1 I , _ - ~1 ~ I 7 II , I
I I . I I ---1 -11_ I ~ , - I~ I - - ~ l-, ~ - _ _ r II {'I ,I I _ _ ~ I _ _ . _ _ I I ~ _ - I I ~ ! ~r _ I it I~ i L i _l I ~ I I I I
I I ~ +,I 1 I. I ~ - - ~ _ I _1 --1 I I ~ ~i ~
I ~ _ I , , _ h . fi `
i I i I , _ _ r _r i I i i I} I ~ _ _ I _ T ~ _ - - _ F I i -r f ~ $ - j ' ~ _ f _ ~ I
- 1 t ',_1 r - - I ~ L_ ~ I ~ ~ ~ ~ , -16 1 ~ I I II II ~ ~ ~ + ~ _ } ~ I ~ I j j I I _ I I i- ~ _ { 1 1 I
- - I I - } I I I, ~ I 1 - I I a_ ~ i ~ i~ , 1 i i i i ~ ~ t~ 7 - lip ~I ; I
7- - - ! - i ~ f I I I ~ I ! ~ I I I hh ~ _ t _ I _ ~ ~ t G r_ I III, ~ I 4I I I, I ~ 4 , ~ ~ _ ~ - f ~ - _ I III ~ I F ~ ~ I I 1 I - - I I 1_ I I
1-. I ~ -I , L __i I I I ..III --l 1. ~ L I t~ I I E ~ ! ._l_ III i I I i~ _ I I ~ L-_ , E I l I I I I I I I I I I I L I' I , i ~ i I_
' ! - I I. IL_~ III f - } I - E- I~ I i i II I~ ,I ~ ! I ~ I~ ~ I I - _ { I I ~IC 1I II ~ I' - ~ L ~ t I _ I i ~ I I I t
I -1 I - _ I i,i iii l I I ' I ~ I a ~ ~ . i I I i ~~II I I I _ I
I . _ I ~ I I I : ; - _ I I I I 1 I i~ I _ fl
_ _ ~ i _ . - ' t 1 ~ I ~ i I i I -L ~ I I' I I I I, ~I III I I I t1MG ~ ' 1 T _ ~ _I ~ ,t ~ F_ I ~ rJ_.~I~+ f i 1, II - i r ~I,I
- i I i ~ _ I I _ t I i -~I- I I l_ I Ei ~ ~ i_ _ I ~ I I I I I I _ ~ I I I i i ; I 'I I II
I I 'III I ' r_~- I ~ I , I a I ~ y I ~ ~ I I ~ - _ I L i- ~ , , _ I I I I , , I , ~ I, I II I
~ r I I -_I ~ ~ ~ E} II I I+ I I I I~1+ ~ I Ir I I- I I L ~ ~ I I + . L I { ~ I~ I I I ~ r*- --r- , ~ { III a -1 ' 1 I I 1 I f ~ ~ I I _I _ _ _ _ _ ~ . I I I
_ I-- - I_` ' ~ _t. , , I ~ L-~ 14 I ~ II ~ --r I-- ~ - I- I I I I F. I ; I I I I
I i~ I I - I.. ~ i - - I ~ _ . _ _ _ I I 1 l ~ ~ i ~ - i I - ~ T I r - - I ~ ~ r r ~ r t _ _ i I 4 1 I ~ r~ r ~ i I - 1 ~I I I,,_ I L _ T--_ . ~ . I f l _ _ I I 11 i 1, ~l I ,a., ,.t _ _ _ _ ' _ 1_.
t I I _ II 1 6_ _ . - i ~ ~ ! I I
- - _ I t- _ . _ _ I , L - I , ~ I- I I ~ - j
FIB -_I _ _ ~ ,I ~I ~ ~11 ~ I yl ~ I I I I ~ I a_ . ! +7 1 . 1 ~ I _ ~ i _ . ~ - ~ ~ - I ~ i I i
' . I _ _ l ; ~ i
I, 1 ~ ! I i- ~ I I_-r ~ I i I i ~ I i I i I i__ tt- III 1 _ ~ ~ _ _ '
_ - _ T _ ~I_li _ _ I I I I
i I - I i _ _ l_ I r . I _ _ _ - , . !I-. ~ ~ I ~ i I I I r + , I I I f _ - ~ ~ ~ I ,
- _ _ ~ I I I I
I ~ ~ ~ I i ; I J, r~ - r-. _ _ .1.. I ~ ,II I I
L. i . ! i 1 I_ I ~ I ! i I I _ _ I j I L ~ I ~ -1 - ~ - . - 44 ~ ' I I . a_. ~ I ~ I T ~ II
~ ~ I ~ { I ~ ~ - - - I I ~ ~ ~ ~ _ r L-r- _ I' ~ I ~ ~ t I i ~ t i I , I _ _ I ~ _ _ - - _ _ ,I I I _ _ i ~ I I
I I ~ I C ' I ' I I I I . r _ , - l_ _ - - - - - I 111 . _ _ I, I I
I I f I , I _ i L1_ 1, I I I ~ i- - - _ _ _ I I - I ill ~I . _ ; ~ t ;III` 1 I I .
E I I iI I I . I I _ I t I ~y G--- I I r I t I I a ~i ~ i I { I I
- L: , - - I t _ ~ _ r ~ + I + 1 I ~ I
1~ - . I ~ I - - - - - - ~ ~ I ~ t ~ I I a r I _ I ~ ~ ~ I - I I I rr ~ ~ T ' I I - - ~ i I I- ~ 1
I I I ~'I I 1I I I I
l ~ ~ ~i II I t _ _ I -t- - - ~ I . I
' r ~ ~I ~ _ ~ 1 _ r ~ - ~ I ~ a -_I - rI - -F-' 1'- _ I. - _ r - , _ - - - -
y _ _
F _ , _ - _ _ - - TAT - _ ..r _ ~ _ ~ ;..F. r... l ~ _ I t r _ ~ _
- I- _ _ r _ -1 , I I ,I I ~ . I ~ ~ ~ I 1 , I I
I I ~ I I i 1 I .J. I '-r I~~ I j Y r~ I ~ I~ t 1 , ~ I _
^^'1 I I . . - . r ~ -r ~ ~ ~ I { I 1 - _ _ - I _ - . I C I I 1 I I 1 , _ ~ ~ I I I I I t I I I I - I I
7 I ,~..1 . i - - - - - _ _ _ _ II - _ - - ~ I I - - ~ I I I i ;
_ _ . _ - - _ I - - - - - I ~ ~ i I r* - ~ ' I I _ _ ,
, ~ I- t r w ~ r .T' -t . ' 4+ - ++-i ~ t-r ~ I I r 1 }jl r ' k_I ~ 1 i_i _ a . ~ _ -r _ I ~ '
I i - _ _ 1 , 1 F 1 ~ 1_ - _ : I I ' r. I ~ I ~ 1 _ 1 . . - ~_._I I, _ 1 7~ I I II, I I
Y ~ :J i I -t t- 1 - I _ I _ - - - ~ ~ ~ I f 1 I - I }k . _ T- I r-. I i I ii + i t ? ' i a !
' I ~ - . _ _ _..r- I _ . _ _ - - ~ r'. ~ I_ f - -
~ I _ r_ I I III i_ I I ~ I 'I I I ~ I ~ _ 'r } - I, I
I I II ` ~ , . _ . ~+I { I
, ~ I- } j ' _ r . T ~ - _ _ 1 . _ . _ _ , . _ _ . . i i _ ~ I ~ I I 1 fi ~ _ , . 4 . _ r - _ , , _ _ _ . . ._I - _ _ _ ~ + r t
i II aI I rII Ii I I I-I I! r ~ i I, I ~ i I ~ I _ _ I F ~ , I i J l_ I 1_ I C - i iI i- i I _ I _ I.,, r I I r it ~ Iii „ I I I ~ III I ~ I I I f ~ + I { I t ~ II I ~ I I '
~ - i I I L -r- E . I I _ I - r- a - I ~ ~ -Y- I ! I 7- 1 I I ~ _ _ _ I _ ,
. I- 'L I i _ i f. ~ i ! ' ~ -i- I i I - - ~ - - I ~ - ',-ram- - I, f F y. . -i ~ I I- Irl- I ~ f I I__ -I. ~ --h ~ - i I~-L~ _ i ~ _ 1
_ I . . ~ ~i ~ I . ~-6 I I ' 1 ~ I
I ~ G 1 _ I I L. ~ _ - _i
- - - h . _ _ i .I ~i ~ i . f ~ I
1 - _ . - _ _ ~ i
_ ~ L 1, I ~ I ~ I, I I I II I _ _ 11- ~ i I I _ rt i~ L~~ i _ I . _ I I
_ _ I I I ~ - - _ i ~ I - _ I ~ I _ , + ~ I ! ~ , ~ ' r i ~ 4 i i 'I - l i I t.. ~ I, . ~ I ! I, 1...; . ~ ~ i, I I,I 1.. 'I', ! I 1 I I I I I I
I i I I~ I I I 'i ~ I - I I- a - - - I I I I -r I ~ I '.t ,I 'I ~ , ~ ~ I, _ 11 Ili I I I
- a ; -~I I I ~ i ~ Vim' ~ I I ~ ~ - -r~ ; I ~ - _ I ~ - ~ l ~ ! f I ~ i ~ I I I - I I- ~ - i I +-r I -I-+ - I ~ { - I _ ~ I i., I I - 1-~_. i__, r~ 1. I + -
_ - _ - i II I I 1 ~ 11- - ~ - - - ~ i i ~ - ~ ~ ~ ~ _ ~ ' ' I 1 ~
.1~ i i 4 i
I I I : _ _ r ~ I I - ~ i i-_ ?-r - - fi Ii r _ _ - ~r
' _ , I l I l : I _iI i I I FI iii j~. - f r I I ' ~ a I t_ ~ - _ ~ , I I _
_ ; - _ I . ~ _ - } I I - __i -I_ ~ I r- r-. 11 ~ I } ' I I _ 1 . I , I _ I I l~-! , I ~ I- I L I I I _ I ~I ,-11 II ~ 1 _ ' _ _ _ _ I . I I ~ I I . i ~ ~
1~ 1- ' , ~ ~ I I I III G I I
r - I, I - - , . I I --i I I i I ! ~ ' T.. I _ _ 1 ~ ~__._i I _ I I ~ I ! I I
_ ! r _ ~ I ~ ~ _-ice{ i,. _ } I. - ~i--~ - fI _ _ _II-._ _ I I I I I I + ~ + I ,
~I I ± - ' ~I _ ~ ~ ~ ~ ~ r - , I r _ I i I 1 I l
I ~ _ I I ~ ; _ ; . 1 III _ - I ~ _ - ~ - - I I i f I t . I ~ _ I~-- _ - li I ~ I rl ! ~ --i I III ~ ~ T - 11 I rT. 1 _ I 4 _ I _i ~ i l -.,I Y I. L. ~ 1 }-~i _1 I _ I ~j.._ I ~ t. I, I I _ _,__i I F ~ 1 i r- i r
. I , _ r I I I I ~ ~ I I t I I I I I I ' I ~ I I , I , ~ _I ~ I I _ F I I ~ ~I
I I ; _ - I ' 1 - I I I i I ~ ~ I.. _ . . i - - - ~ ~
F I I ~ , t -~a ~ i I I I I - - _ it . + it I f ~ - ~ , I _ ~ I _ I F i I + . I ~ - I I ~ I -U I + t I I I ! - . { I _ _ IF- I ~ III. 'I
I ~ I I ~ I U- I I ~ I I t I I r..
I _ ~ + T - ~ I L - - _1 I ~ I i _ I _ I I i ~ - _ i - _ _ I ~ l 4 _ i, I I I
II _ , I , II _ _ I _ ~ 1 ~ I ~ I I i I ~ T r ~I- I - I I _ ~_I I i-I~ ~ I _ l - - -1 i L I I _I _ ~ I r - , _ r_ I i I ~ I I I
I I I _ ~ I _
I I i ~ I _ I _ _ _ , , _ . _ _ _ _ , I i - - li I I I _ , I _ r_ _ I
1. ~ ~ - - - _ _ - t-_ . ~ r- I I I ~I ~ , - + I i _ ~ ~ , I _ I I I t _ I
4 I ~ ~a Ft ~ L I . , _ I I ~ ~ ~ ~ ~ ~ ~ I f + ~ I , - I I I, 1 j I i ,I ~ I I4 F I I I I
I _ j - - - I-- -I-1 ~~4 , I I , I ~ t I I, I _ I , L ~ I _ I I ~ I ~ I d' I{ I , t I . - - - t I I I_ I I ' - - I I I
I _ I I I
' I I I F ~ ~ i I I I - i- _ I. _ - I r t_; _ - - I _ I I- I~ 11 _ _ I _ ._i_ - _ ~ ~ _ _ ! i C ~ - I! - I I ~ I _
_ _ , I ~ I . ~ _ _ - - } t I I I
I,. 1 ~ is ~ ~ ~ Ii ~ i
- I - 1 _ - ~ r - ~ I I ~ ~ ~ _ . ~ , ~ _ . _ _ I I I _l 11 I I i,. - r_ 1 I I I I,. ~ r~ ~ iI ~ ~ I I I~ I
I I - I I I I r I II „ I I ! _ '
1 I r ~ - I _ I,. I _ I i ~ I II - _ , { r t I I -I I I - ! i ~i. 1. ~ Ili i ~ L I i..i I _ _ _ _ _ _ I I- ~
I I I? ~ I ~ I ~I I I I I -k - r~ I ~ ~ + ~ I k _ _ I I ~ I ~ f ~ f 1, I I ~ I i I I I I I _ I I I '
G ~ I - ~ I f t I I ~ _ 1,+ L i ~ _ I I 1 -._t _ - - - - i - _ r I _ , L _ _ ~ _ _ . I I _ , . 1 i ~ ~-r l i
I I i II ~ II ~ ~ I ~ ; I i I I~ j I I - il~ Ii1 I~f I I I r_' i I i I ~ ~ I C I I ~ - r I L ~ _ r' L i', ; I -I' I,- I -III ~ i r - I I ~ i' I ~ I~ I j CIF r I I ~II~ L ~ ~ I L. I ~ . _ 1 I _ I _ _ I. _ _ _ - I - - I I I I i i - I ~ I~ 1 _ II i, _ I 1 ~ _j
I ~ I ! I „ I I _ _ I ~ ~ , ~ _ _ _ _ I
I I I 'I I, I - i it r_ I ; I - _r I I _ 4- ~ r I~ i r i ~ I I ! I I I I 1 1-_ I' I i _ i t 'I. _ _ l _ ~ ! _ - _ 'I ~ f_. I I ~i 'I I _ I I 4 ~ I a I ~ I - I 1 I I _ ~ _ I _
I ~ ~ I I I ! ' I { I II I ~I', I I~ ~ II I~__ ~ I! 'I i ~ -I I _ ~ ~ i + I -1 I I I i IL I I ~ i I I~ li i_ L-_ i F-I i I ~ i ~ 1 ~ II_ _ Iri ~ t. L_j • ~+_I ~ - I___
I I I, I ..'iI i ~ _ _ I, ~ I I~ II I li..l,. i 'I~ I i ~I I II it ' ~ r i ~ ~ I ~ ~r I
I I I i I I ~I~ ~~~~o ~ b~I~~ ~I~o ~ ~ I ~ ~1-r ~ E : ~ ~ 1 1 rI} E _I ~ ~ ; _ I ; _ _ I~ , i_ I 1 ~ ~ r - 11 1 ~ ~ 1 b l 1 , I _1 ~ _i p p ~ _ _ .
I r_, I I t I '

STATE TOWN OF CARY PROJECT REFERENCE N0. COUNTY sHFFT t).
` _ J
ENID ID]EtOJECT ~'~R~ ~l°Oll5 WA]K~ 0 0
TOWN OF C P
v - ~ ~ ~ i INDEX TO SHEETS _
\ a eM: y r SHEET
ap DESCR I PT ION N0.
SR 3056 1 TITLE SHEET
0 ,A I Gs ~ V I 1 A CONVENT IONAL SYMBOLS
SR 3046SR 3067 \ ~O O~
- ' ~ utt SR.1766 2 - 2B TYPICAL SECT IONS
2- C PEDESTRIAN REFUGE DET A I L
DYnssty O SR 1]961 O
8 3 - 3A SUMMARY SHEET S
,SR 1653 cix - py' O
SR 1763 ? SR 1652 asn" 4 - 12 PLAN AND PROFILE SHEET S
~ TCP-1 -TCP-l TRAFFIC CONTROL PLANS
SR 305d ~ i iurt..
Ro SR 3053 LOCATI0111: WIDE11rI11tG OF EVA11lS RD. ( _ ~ SR 7786 j a PM 1 - PM3 PAVEMENT MARKING PLANS
EC-1 - EC-8 EROS ION CONTROL PLANS
West Cary 54 APPROXIMATELY SIO' 11tORTI Middle Sch. O pe
SIGN 1-S I GN 10 SIGNING PLANS
? ~ MynarE SIG 1 - S I G5 TRAFFIC SIGNAL PLANS
' SR 1653'~~ NV~. SR 7652 MAY11lARD `W~ (Vl\ 1747) 1VO ~ SR 1785
~ H/r Ra I~ - - - U 1 U 6 UTILITY CONSTRUCT ION PLANS
$ °~SR 3a~3 = SR 1658 SLrO" 11tORTH OF WEST DY11t a BEGIN PRO.bECT U-T - U-11 UTILITY CONFLICTS PLANS
X 1 -X23 CROSS SECT IONS
D-1 - D- TOWN OF CARP STANDARD DETAILS
~ t c ~ ~ ~ a ~ ~ ~ _i~- TYPE OF WORK. GRADING, DRAl11tAGE, P V SIDEWALK, SIG11tI11tG A PROJECT 11t0.OI- -L- P.O.C. STA. 35+32.9/ J > > > p- NCDOT STANDARD DETAILS D
f~
A o 0 o a
-Y2- P.O.T. STA. ll+gg.00 - - - f Y o
ao.
~~GIN I~I~~JEC`~ N~ GRID NAD 63 - ' r - A
...y, _ _ , ~ ~ F
-L- 1DOC ~TA.15 + 35.8 -L- P.O.C. STA. 29+38.54
-r- P.o.r. STA. io+oo.oo
_ 5(L~°1 R(; Y ~ ~
~ c+s ,
_ Rp11
a ~ I 0 1 f ~ Y App G ~ ~ C pS
~ ~ 5 , ~ ; P~ 13~ K~ ~ ~ PR
P .:003 ' , 2 ~ ~
_ ~ Q~
ti ~ ~ Q~p~.
1 ~ WP+
S ~ [ d C~ d~ ( il~. U~~,
, ~ ~ ~ ,
~ ~~°F ~ ~ EVAN ROAD ~ ~ R , ~ r ~ ,
' ' _ f '
I ~
II I I
I I
~ I
~ ~
s e
-L- P.O.C. STA. 33+85.50
-Yl- P.O.T. STA.10+00.00
0 D
- A f ! _ o » o 0
L' WILLIAM B. COLEMA~1 P.c. ~0Mn G~ ifevilQ~1QC~C~G3 -Y3- P.O V Clearing on this project shall be performed to the limits established by Method _ ]~RIEILI~INAR~ ]~1LA~N5
A / ~ NC'I' I'~;T~ I~~ <'nN~7,R1'l„i'Vr~\ 0 o e e o ~ 1~
a n.q,~• a n. q,',.
• H CARD CARp~
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH • 1»» ~ »»»»i» ~ ~ ~ 1»»»»»»» / »I, .y o.~ ti
AH LP of Nq : : ~o q 7. RUMMEL, K PPER & K L, L ,Q » ; o l» ,2
» » » SEaI SEAL ; ~®ll7l~llal ~ll]CIl ~IC71 IlIl~1~~IC°~ » » »
40' 20' o ao' 80' ADT 2002 = 9,433 TOTAL LENGTH TOWN OF CARY PROJECT = 0.87 MILES ~ ~ » 19834 r 23982 ;
r . 5800 FAR I NGDON PLACE, SUITE 9 05 ~ c c : s ~ ~ 9 » » F ~ » . ~ .FNGIWEE »
1 J ADT 2022 = 17,037 v O PLANS DHV = 10 t RALEIGH, NORTH CAROLINA 27609 '..NCI,»,• Q r FA'•»»»»»»,»•• Q,.o
FOR H sK '
~ ~ ~ ROADWAY DESIGN PROJEC E GI
CARP a
Q~N»»•»»»».»~~ P.E. ~ o SSl .»»~9 n.. ~
4~~~~~~ 4I J TD = zo °~o . ~ .»'pFE OrV TOWN OF CARY CONTACTS: : Q q(`; { -
PROFILE (HORIZONTAL) B. Keith Skinner P.E. :a
V = 40 MPH Tim Baile P.E. ~ AL Y~ PR E T MANAGER " of ~ ~ I ~ ,
4`, 2, 0 4, RI l I~ I I * nST 1% DUAL 1% RIGHT OF WAY DATE. DIRECTOR OF ENGINEERING , »
~NGINEE~.» ~ : ~
Ste hen E. Roberts P.E. ' y ' K le Hubert ~ P.E. Y ,a H, sv~,,•
PROFILE (VERTICAL) 1002 ST9NDARD SPECIFICATIONS LE LETTING DATE: ROADWAY PRO ECT ENGINEER PROJECT ENGINEER HYDRAULIC DESIGN PRO CT ENGINEER J ~
pa

o~ o~ PROJECT REFERENCE N0. SHEET N0.
CAf~' 01-015 4
w TOWN OF CARY ROADWAY DESIGN HYDRAUUCS M `~`.a, r,~,~ ENGINEER ENGINEER
, CAROB o, •,o ~ CARp
1 ~ ~t i
THE LOCALIZED OOARDINQE SYST'EN t~YELAPED FAR THIS PI~Cf ~ , ~ • : I ~ ~ SEAL
d' ~ - IS 8ASE0 AN THE SPATE PLANE COARDINATES ESTA~ISI~D 61' ~ ZZ - • SEAL - 1 • _ _ - - - - 25523 ~ 18181
r ~ T (TAM A'LANf IC 6AOUP FAR MAM11~Nf T,AP-Y ~ ~ D n ,•a ' 0 0 40 80 : :
WITH NAD 83 STATE PLANE GRID G~DINATES QF ~ e ~ i r c
8EGl~f PROP.2'-6° CONC. C&G , . , NARTHIN~C T~1.I66625A'fi1 EASTIN& ?~843443p'ft}fLEVATIAY~L93~ft1 ~ ~ m~ , R d~.. y. a~ ~-0.04 ~qN K, ~pSo• a•.•
~ ~ THE AVERAGE GOIIBINEO 6RI0 FACfpt LLSED AY THIS PI~ECf ~ ~O- - _ _ _ , 1 .•,q H• S~.•• ~ 1 Y1, \N 4nur••d ~
-L- ~POC Sta.l5+5.84 _ _ ~ - - ~ _ (6ROINYD TO 6RIlU ISe 099~1E8 ~ _ - ~ - - -
- - ,r p THE NALAMI~'Rl GRID BARING , i _ ~
HARIZQNf IST F ~ ~ _ LOCALIZED AL 61N~IYD D ANCE l~l _ - ~ ~ 1 - i
" IN ~ STATIAY i5+ I _ ' " ~ ~ ~I ~ ~-z ~ PRAIECf 3584 S ~ ~ _ _ e zn r ec ~ . _ - - ~ ~ ~ ~ , i ~ , ~ ,
S 13° X0'3391" w 89~~5Ff. - ~ ` I II ~
ALL LINEAR DIMENSIAIIS ARE LOCALIZED HORIZQYTAL DISTANCES I I I I I I I. I I c ~ ~
VERTICAL AN~1 USED IS N6YA 1929 - , ~ ~ ~1 a N/F ~ : ' ~ ~ ~ ~ ~ , ~ RUBY LEE EVANS EATON ~ , X ,
~ O , , PN OTW.09-06~5655 ~ ~ ~ , ~
_ , - . ~ ~IU ItlOn OB ~8T2 / PG 883 ~ ~ ~ ~ ' N/F
----r--- , ~ ~ ~ ~j ~ ~ ' ~ MT BAPTIST ' ~1, ~ ~ ~ ~ 7 971 ~ T E
~ - ~ - m `Q X00 - ~OQ~ ~ ~ 8065 / 315 pB ~ a
_ - P ' - - , - - - - _ _ _ ~J6-&,69,00 ff.L ~ \ i u~N 7 ~ / 15 ~ D1 a -
6~00 F. ~ ~ m~ ~ m o ~ alp i a
~ ~ ° INV = ~ _ Q - 470. i , ~i ~ P ~
i~~ro~ . ~ ~ ~ ~ ~ ~ / /
I ~ _ - ~ ~ ~ 7. 7`ONS ~L. B RIPRAP , z r ~ ~ '
_ _ _ - oo , W 1.b SY, FILTER FAB _
k ~ ~ I OU = ~ N \ ~ ~ , Iv 45 .bb - , ,
~ ~~~I~O ~ 9a ~MM P~ _ C II ~ . ~ ~ rn ~ r~ ~ i ~ -L- ~1~t2421 ~ r~
-L ZaN315 ~ ~ ~ ~ ~ .00 Ft.U. ~ ~ ,
~ ~ - ~ ~ ~uviR H~ - - - ~'N00 0 5 • E ~ ~ ~ , ~ 4500 Ft -
, - -C3't ~ ABC T A( gIEL 6 I ' N LLAR I ~ o C.~.1 INS , c~ 4 Ft ~ I
0> ~ ~ ~J I I •~4 , ~ .,4~ ~'P ~ & 70x00 FtIU. z J , ; ~ ~ ao ,
O~ W 1 0 e t. - ~ O ~1N~ - 1 -L-18°F2427 , ,I , _ - - _ F , 4500 ft.LT. ~ o
I 0~ Iv • ~ XIS / ~ - - - - - ~ O
~ O ~ _ 0 0 ~ _ - - - ~ - r; a~~" ~ ~ ~ ~ 4 T00F.~
O ~ _ II ~oo , ~ ~ ~
_ - ~ , ss.ws3 _ _ - ~ wursRO -r - ~ I ~ _ ~ , / 15x00 .U.
~ ~ ~ -N v~ ~0- ~ - - ~ ~ Z , ~ ISR
- - ~ ~ W ~ ~ < < F
~ s - • V ~ ~ ~ ~ F
~ SR - , - ~ f ~ ~ 'i A ~ ~Z
- _ ~ C8 _ , , _ _ ~
S ~ - - ~ p
- - ~ CB - ~ 15 ~ ~ 18 ~
~ ~ 62.01' - (DETAIN - RE-TAM , ~ - r Iq~~, IN 1tETAIN ' ~ ~ i (N ~ i ?plr,~
- _ - w ~ Rgs~ - _ - ~ wp ~ R - r ~ \ T
s~o~ 1N - RETAIN ~ U~1D~~IN~ - ~ ~ t5~ ~ ~~s+~ I ~ ~ .~a END RESURFAC! ~ ~ ~ ~ F ~ rr~ ~
- ~ EX ~ T. O~JTFALL END 14ESU~ , ~ EXIS , ~ , ~ ~ ~ L / ~ ~ v
' IPRAP ~-b. i i " _ r, S ~
- " RET N EX15TlNG ~
~i~i ~ ~'i~ ~ ,
~ r ETAIN ~
ta. 5+0~~64 _ ~~64 g ~ V
i~~ ~ i l X60.65 ~ ~ ~ 1 ~ ~ ~ RETAIN
~ X l~ ~ i ~ i 1 I i ( 1 R ll(~E I5T'ING SIDEWALK ~ Q ~ ~ ~
1 1 ~ i ~ A i i i i ~ '1 1 I i ~ ~ (P N~' E URFACING ~ S ~
I I ~ / i ~ , ~ ! I~ 1 ( ~ I ~ / I ~ ~ I ~ I ~ l ~ ~ i' i~ ~ ` ~ I~ 1 1 / _ _ 1 ~vr
~~A ~ ~ ~ ~ ~ ~ ~ ~ ~ i i ~ I ~ I I I I l ~ L PT + 2421
~ I I I I ~ / I ~ l I ~ ~ ~ ~ ~ I I ~ ~ ~ i Il ~ ~ ~ ~ ~ ~t ~ ~ ~ i / l l i ~ l ~ ~ ~
\ t ~ ~ ~ L~ o~ 1 1 I ~l ~ i i ~ \ ~ I 1 1 l X I 1 ~ A,
1 ~ ~ ~ I l ~ \ ~ i t ~ ~ i ~ ~ , ~ i yyrr,,~ _ Ul , i
~ - I V~ V~ ~ ~ ~ - i~ ~ ~ A ~Ol.- ~b'~ - e i i t
~ _ - ' ~ 1 I ~ i i` i i SYa~~+B2.9! f38~On'f~J
N= , i , \ 74fi 31.8740 f ~
~ ~ ~ ~ ~ - ~ ~ E_ O _ I ~ - r i , E=2089.1686 ~ ~ r
EL~~ CAI ~ ` ~ _ ~1 i EL=469.36 ` ~ ~ CAP- I ' ; ,
, , , , ~
~ - ' O- - - - - 1 - - - I ~ i , , ,
~ ~ ~ ~ ~ y ~ i ~ i l ~ I 1 10 11 N/F STA. -L- 20+23 LT STA. -L-18+10.25 RT STA -L-16+10.25 RT
_ i i ~ ~ I - O ~ ~ ~ ~ ! 1 HAKE (;Q. ~ ~AT10N D.A. 0.123 AC D.A 0.823 AC DA 0.000 AC
~ ~ ~ y ~ , ~ ~ OTSta. I ~ - - Sto. , Pw OTN.09-16~603 C= o,es c= 0.60 ~ o.oo s~H 010= 0.418 CFS 010= 1.525 CFS 010= 0.000 CFS ~0(
i ~ ~ r C8 Ex. D = 4.64 CB MH Ex D = 5.28 RIM = 464.95 FT RIM = 466.68 FT RIM = 468.98 FT
~ , ~ f ~ INY OUT= 460.31 INV OUT= 465.86 fNV OUT= 463.72 INV 114= 460.31 El(3 0 INV Br= 465.30 10
' i 0 O Q.Q Q.oo 0 O
i i ~ ~ 1 D(2 EX3
~ STA -L-16+90 RT STA ~-19+16 RT STA. -l-20+18 RT P f DA 0.303 AC DA 0.578 AC DA. 0.136 AC
PI t ~~P/ f !3 1 .47 I St - Q I~ - - C 080 C 0.60 C 085 .05 / 010= o.slo cFS Q1o= 1.5x2 cFS 410= o.n4 cFs
~ ~ ~ b ~ ~ - i ~ Gj ~ ~ ~ Q . rs' ~ CB CB ce 3l 06 l 2' RT1 RIM = 410.64 FT Rai = 46'6.58 FT RIM = 485.16 FT
~ © 3T 0~'.~ ~ ~ ~ ~ r i D ~ / INV OUT= 484.35 N4H OUT= 482.90 INV OUT= 481.95
~ ~ ~ ~ - i i . ~ ~ i ~ i ~ ~ ~ I ~ 5l5 mm VV~ INV 1 ~ ~ 0 IN- 463.15 1 NV 462 25 EX2 0 0 0
L l3 L= 3l O O Q - 4.64'
- ~ ~ ~ T - T T _ ~ , 158.4 ~ - ~ ,
- - ~ 21~ .3 5 ~ ~ ~ R ~ l r t ~ 00 ~ R ~ l ~ i 5
R _ 6 _ 6~6 2' ~ ~ ~ ~ "s~. - " ~ . ~ ~ ~ , , W
' ~ , ~ ~ i Pi ~ ti~ i ~ e 04 ~ ~ ~
~ ~ ~ t ~ 1 ~ / to RO =
f ~ ~ ~ ~ ~ ~ ~ I ~ i~ ~ I I 1 i ~ ~ ~ ~ ~
I ~ ~ ~ ! ( i ~ ~ ~ A ~ I t ; ~ j ~ ~ ~ ~ ~ ~ V ~ I i I ~ ~ i 1/ ~ r ~
I ~ ~ ~ I ~ - - G ~ ~ ~ ~ ~ f 1 ~ ~ ~ ~ ~ ~ ~ A ~ - ~ ~ ~ 1 ~ l ~ ~ I
S ~ ~ ~ i ~ ~ ~ ; I~ ~ ~ ! 1 ! l ~ ~ I V i'~ 11 ~ ~ I I
i ~ ~ ~ ~ ~ i ~ i~ ~ ~ ~ ~ I i 1 ~ ~ ~ ~
~ i , ~ 1 ~ ~ - t ~ i i i , i I ~ I
~ i ~ ~ i ~ i~ i i i i PLAN P • S REPARE I D BY .
i ~ , ~ ~ ~ ~ Z i i ~ 4 ~ ~ ~ i ~ I I ~ ~ i ~ ;
~ ~ ~ i I f 01 1 ~ ~ a , ~ I R~ ~ KLEPPER & KAHL LLP
/ V ~ ~ ~ i ~ .1 t I I I L It , , consulting engineers
~ t ' - _ ~ i I ~ I 1 I m ~ 5800 FARINGDON PLACE SUITE• 105
~ t ~ ~ ~ ~ ~ ~ I ~ _ _ ti i ~
i f -1 : , ~ _ ~ ;~~rn. i ~ l RALEIGH, NORTH CAROLINA 2T609-3960
~ ~ ~ ~ %`Ta~M., . ~ ~ ~ ~ ~ ~ ~ I O ~ ~ ~ ~ ~ ~ I
o~ ~ (STING 7 EX ' IGNAL INCOMPLETE PLANS FOR AFFIC S TING TR IS
Nz ~ ~ ~ - ~ ~ ~ i oti ~ ~ ~ wo ~ E~ 9 DO NOT USE FOR R/W ACOULSTTION EE SH S
TOWN F ARY ROFI LE. P ELIMINA Y PLANS FOR P R R
~i o~ DO NOT USB FOR CONSTRUCTION t

a~
r\ PROJECT REFERENCE N0. SHEET N0.
CARP 01-015 5
, TOWN OF CARY ROADWAY DESIGN HYDRAULICS
' _ ~ ~ ' ' ~ ~ ~ ENGINEER ENGINEER
DETAIL _A ' 2 - - - 1 1 ~ ~ 1j ~ 1 ••••pnp••••• ••P•upq•• - - 1 ~ 1 1 y ~ \ •s _ I ~ _ ~ tH ~R0(• ~ ~ CARD
' , ~ TAiI BASE DITCH - - _ t Not to Scolel ~ ~ ~ ~ ~ ' ~ ' ~ }sl i ~ ~ ~ I ~ ~ ~l ~j~
a ~ , ~ ' I 1 ~ ' ' ~ ' ` ~ I l ~ i~
, / ~ ! ~ ~ f~ J / i , ! Ground Z\ Ground ; J ` ~ _ , ~ ~I ~ ~ 40 2 0 0 40 80 SEa?~ SEAL ; F r I ~1 1
! D ~ ; , , 24 58 , , _ _ , 25523 ' ~.I ~ ti ~ 1 ~ . I I 1 i • i • • _ _ ~~o.o~' ~ ,1 I ` 18181 e_
~ i~ ! - ~ e Min. D - 64 Ft. 297 Ft.U, , ~ f ~ ~$Pfiia ~ 1 i~ I 1 ~i ~ • i
i i ~ I • ~ ~i• ? ~ : ~ 1 PLANS iq tw5 ~~~c . ~ ~ , , ~ N E .~iy
-L- STA. 25 + 86 LT ~ ~ , , , , , _ _ ~ ~ . •~.q H. S'~.•• 1 { ~ } ~ ~ ~ ~ ~ I •4•mpN• _ i y I 1 ~ A Z
S-12.4° ~ ` ! ~ 8~ j , ~ ~ rL +l ~ _ ~ I I ~ 1 ~ ~ ~ ~ ~ ~ i I ~ I 1 ~ , N
'~0 i ~ i _ i I t I ~ ~ O
- ~ , , ~ I ~ I ~ 1 / v i j 1 ~ ) ~ N
r ~ ~ ~ 'C it i ! i ! ~ n~ _ 1~ p ~ . r i gyp. p , ASE DITCH ! I !
- o N ~ V Q ' i 3r x , - DETAIL; A r ~ I j ~ ~ ~ Z i
' ` ~ - ~ ` ~ 2'E1P - - ~ ~ _ - - - I ! ~ ~ ~ I ~ 1 I ~ I D7 N ; 1~ ~ I I I I ~ I ~ U'I e ~
~ m ! O D, ! , 2 EIP I ~ I N Op0 f I ~ D) ~ ~ i
;~A ~ ~ I ~ 'I p ~
o ~ ~ ~ ~ ~ ~ ~ 'r i ~ I ( ~ ~ I , ~ ~ I ~ 1 ~ ~ ' ~'I '
i ~ ~ ~~Q i~ I ~ 4
~ ~ ~ r DEMOLISH EXISIT'f _ , ~ P~ oz64.o~oz-sN HO~IS_,AND RE ' aroETTE eu7LER ~ o~w.o~-oi-~ ~ ~ ~ ~
E ~v~ oor~s 0o s~~ i ~c z% ~ ~ ~ e7ai ~c
AtAREY EVJWS BARI~TT ~ OTW.Q5-07-651 i H PN QTfi4.09-QT-6rZ5 - - - - - - - - - z 93, / PG ~ - - - _ 2263 ~ ~ ~ ~ - ~ - - - - ~ ~ ~ r i ` ~
Og N54E _ ~ ~ , ~ ~N/F ~ ~ / ~ R. TEAL \
~ m - 7 Ft.LT. . ~ -----i`d 61 _ _ ` ' ' ~ ~ - I / PG 1255 ~
~ - o • L 23+1000 ~ ~ ° ~ ~ Zug N p & fFf.L1'. -L- - - - ~ ~ 21+~.45~ - 86w,i ~c a55 ~ W ~ 26 9~ .99~ L P.C c~Ra~, _ _ I eu.Er IIEI1711 ~ a
~ W - a ,~L'-25+7 2 ~ V ~ e ifi D ' ~1 ~ ~ id ~ ~ _ , , i PN OTW05-09-8081 m • -1~c .~s+35r0i6 ul ~t~ ~ ~ os 6745 ~ N
p ~ z m _ 000 Ft I ~ ~ /PG5~2 0 ~ i ~ i ~
, , ~ 2 ~ 9 5.1 T NS CL. B RIPRAP ~ N , - - _ _ - SFp O - Z - - I I ~ ~ ~
A 5 W/7. SY ~`ILTER FABRIC ~ ~c O N ! ~ o N ~ ~-~+7 / i ~ ~BRIC ~ ~ ~ ~ ~ ~ ~ ~ • ~ i 1 ~ r ~
ISFp ~ ~ ~ - -L- 27+5a0i0 _ - LEROY T ~ o ~ , , K<~tSElf , ~ , ~ ~ N PN-0764.D5-O7- ~ ~
_ _ - N ~_N/F , , F.U. -C- ffi+9~60 ;.o -L- 21 ~ ~23f0000 EV~INS - - - ~ ~ _ gARI~TT - NV - ~ 4500 Fib U. ~ f9~0 & &5x00 ft.LT. I ~ ~ _ _ ~ _ _ os 7037 ~ PG ~ ~ w L , P f ~ , DC - Sto.29 38 4
_ , , 6000 & 7 ft.U. 6000 & 7 fY.L . 0764.0~9-0M454.. ~ 45 . ~ ~ ~ _ 8 9' , ~ - ?9~•423g ~
OB M k-1.- +50.00 E ~ ~ - 2200 ~ ~ - & 70.00 F. ~ Z ~ Y P OT JOf00 .00 W 45m ru ~ ~ I r. _ ~ - ~ ~ ~
Z1~3~, Pr - ~ - ,
4~.OA Ft ~ ' S/deWOl~ 4 Ft1T. m 25+~55~ ~ _ rn ~ _ - _ 4500 Ft.U. - ~ - - _ _ _ zo ; o. 29 I ~ ~ I 8D a ° kl OF
45.00 Ft1T. ~ - - - ~ ~ ~ ! 4500~Ft1T. r -n N , ~ ~ 3 ~ N ~ ~ ~ - + Q~ 52 PN 076+1
Fu , O c is ~ __P ~ , , ~ ~ ~ ° ~ ~ OB 8684 / PG ~ r - o~ ~ ~ _ ~ ~ ~
rn 8 N 3 - E F ~ pRN DO W \ ~ ~ E , E 27f696 ~ -c ~41os~ ~ 7 z~ _ _ _ ~ i DRNf - m~ ~ 28'40 . ~
N - - _ _ _ - F ~ ~ $ 4500 Ft 45,00 ftlt ~ 4500 ft I 36 ~ E m &
d , GRAVEL ~E ,~n~ 2SBD ~
~E~S'ESU'T W _ 5500 Ft.~
1 31 • 10 ~ ~ 00 & 6 ft.U
ale a CB Nv.= - L6 ~ ~ I - - - - ~ w I EIP NV.=461,65' 461.00 INV.= 1.17' ~ , NV.=461.3 B L7 - ~ - ~
J 18 RC ~ T 462 - ~ - - - ~ - RCP y,_ ,_4 ~ . 18 R - - - - \ 461.39' 61.39 S 18 - ~ - - - - _ ~ ~ ~ V~ _ - 12 R P ~ . , ~ 6 R/w EG1N R AWING - - , _ _ = 464.37 ~ ~ 9 F OMB pF
~tE1ViD9E- ~J~ - - - ~ ~.-46 ~ 981 R WALL L- a.31+75 - nw.=46 - RE - -c~aie' ~ ~ p~
W Z - _ S.R. - - , - _ ~3 NCflOT-~T .84202 . s.R. ~ ~ ~ E
J ~ EvaNS RD. SR 1653 R/M VnR~s ~UBLICI _ ~ - ~ v ~ ~ -L- 31 r ~s ~ueuca ` ~ 'E6 - - - -
STA2~ ~ ~s Z _ _ - - - - AIN .6 4500 t1T. _ 470
F
h - - - - - - 15 CONCRETE ISLAND 5 Fc=+sz.32 ~ t5 Eg - - _ _ _ Q B -45&47 - V.-46 . C a ~ ~ ~ ~ ~ 1 1 N= ~
~ - ~ E=206 9 ~ - - - - 38. ~ ~ !
- war
l~'39'38.51'E 13'50'35'E ~ N_T _ ~ LP _ aI 66.x250 _ - - , ~ 0843.44 ~ ~ ~ -
REPLACE C8~ _ - - ~ ~ _ , _ _ .92 ~ E aE ~ ~ y ~ ~ ~ -
A. ~ 100'~.ranslti ~~E ~ ~ ~ ~ ~ f~ETAIN 2 , ~f /~0'~fORSIt/OR R/W p v ~ 6 S • - ~
~ ~46z 1 ~ ~ ~ 25+50,00 - _ _ _ , ~ ~ as~rr ° To Exlsflng X - NG- ~G_ e ER ~ ~ ~ ~ SF ~ ~ ~ ro Exlsfl , ~ g~ y., ~ s ~
~ se.oa E~ , ~ ~ 65,00 & 7000 F#.l ~T. ~ ~ ~ ouT~o457.n E , -L- 27+27.8 P01023~ ~ ~ , ~
SAKE CO. BOApD OF ~ - - ~ ~ iii EDUCAl10N - ~ o ~ N
07~,pg.~_~ ~ ~ 4f 00 ft. RT. -L- ,-n -L 28f00Ad C, ~ ~
~I~T2 / PG 503 ~ i ~ i _ ,2~+35.30 ----7 i ~ ` ~ 500 Ft. INV OUT-1 i 1 ~ ~ 9--- ~ ~ ~M~F ~ - LL.._~ c~wLTa1 x. r~wE - ~ ~ 38 ~ W ,INV OUT=EXISTII?I'G ~
~ 24+4500 ~ ' 454.49 I 454.49 RIPRAP ( ) _ _ _ _ _ ~ ~ ~
50J2 70,00 Ff ~ ' ' ~ ~ ~ / PG 324` - a ~ J s~. ~e _ - - -0960 v2 FJP w ~
' END ~ i I , i , t ~ ~ ~~S END DEW 2SFD a ~ ~
E~ STA t ~ ~ X38 , ~ C ~ D . 12.E ~
-DLL IoTJJl.J ~ I \ ~ ' - ' _ Q 159.34E _ ~ MM ~ ~
~ ~ I 1 ,1 ~ S1r0.24f37.64 (9D.4r J m ' ~ T T 61.88 I~~ ~ ~ ~I~W ~lae DEREK EDMAROS~ ,
z i SIDEWALK ! ~ ~ t ~ ~ ° > IM-(Sl 50.3 ~ ~ W ~'R'~ ~ - - ~ , ~ ~ ~ _ - ~ x ouT ~ ~ ~ OB 8775 PG 1847
A24+99.32 ~ oo~s ,ass ! END RESURFACING ~ ~ ots4.og-rr o~ES ~ I ~ ~ ~ , ~ END RESUf~F IIVG- - - ~ ~ , ~ ~ ~ ~ _ _ n~
-05~ ' ~ ,'oe~i~c ~-0546 i r ~ - - ~ ~ ~ ' ni , l 1 ~ Y ~A~~'~ 2SFD n c ~ ~Q~ ~1 r 2~ i t I i~ w a f V T V1
CH00~ i ~ 6 i i _ - ~ ~ _~w ~ `o~ bt - ~
a. 4 ~ ~ ' m ! ~ ~ ~ ~ ~ i i • I ~ 4?0 ~ ~ 4 5~ ~ ~ 2SFD N/fi
~ i i ~ y~~, ~ ~ ; , rn , ~ - ~c ~ ~ ~ , F~ ~ ~ ~ LARRY R !c
i ~ ~ ~ ~ ! ~ ~ ~ ° ~ 10 3~ ~ ~ o ~ JEAN r w~poN ~ ~ ~ • N ~ ~ ~
L ! - Yi ~ 36 ~~1---- ~ ~ ~ ~ OT6~-~N~S Y
2 3 4 5 STA. -L- 22+50 LT STA. -L- 24+45 LT STA. -L- 22+5p RT STA. •L- 24+38 RT ~ \ ~ ` I .64FT ~ DP=455,3 ` ~ ~ ~ ~ ~ `~-?43 ~ ~ ~ ~--~L ~ 2SFD
~ D_A. 0.231 AC D_A 0.192 AC D.A 0290 AC D.A. 0.371 AC Q 11 \ ~ ~ i 3• ~ ~ ~ ~ II
C- 0.85 C- 0.85 C= 0.85 C= 0.85 /-I } T ~ - - _ ~ 11 t0 T 28 Py t a1o= o.7sa cFS ? 7 _ _ 0 0 0= 0. ?2 CFS 410- 1.070 CFS Q10- 1.590 CFS ~ ~ ~o ~ pp ~ INN ~ ` ~ 1 ~.~10 ~ ~ ~ n k 4 ao
CB CB Ex. D = 3.04 CB Z CB'S Ex. D = 3.65 , 24' 4 _ D RIM - 463.42 FT R1M = 462.61 FT RIM = 483.56 FT I = 34' R M 462.32 FT T t ~ / ~ ~ ~ II ~ ' ~ _ ~t1UT E)442. ~ ` ~ ~1 9 ~ ~ r; 24' 4 ~ . ~ OD LT -
INV OUT= 460.42 INV OUT= 459.57 INV OUT= 480.56 iNV OUT= 456.47 ~ ~ ~ ~ rQ~ ~ ~ M INVI = - ~ , Y? 4 N 459.57 8 tNV IN= 456.47 4 D / i ~ J9'' 4 ~ 2SFD 25 r8'
VV ~ ~ 1 1 ~ ~ ~ ~~~Q ~ r ~ ~
.03 L , 24 , 2.8 , N s 7 a s ! .03 a ~ ~
T STA. -L- 25+22 RT STA. -L-25+62 LT STA -L- 23+85 LT STA d- 26+33 RT 6 3 T , I D.A 0.198 AC D.A 0.000 AC D.A. 0.137 AC D.A. 0.272 AC ~ ~ 6 3 ~ 1 O ~ ~ ~ ~ ~ I/2'~E1P ~ ` ~ ~ i ~
C= 0.65 C= 0.00 C= 0.85 C= 0.85 _ ~ p ~ p 11 290 10= / i 0 0.829 CFS 010= 0. F 95 000 C S Q10= 0.579 CFS 1 ? 4.93 , 290 ~ry ~ ~ ~ ~ ' ~ i ~ ~ r. ~ ~l/V
0 0= .035 CFS I ~ ! CB CB Ex. D = 4.53 CB C8 Ex. D = 4.80 FT I ~ ~ ~ ~ ~ ~ 1 ~56E ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~I 58 ~ ~ ~ ~ ~ I ~ ~ ~ 5021 -IFS ~ , ~ , ~ ~
1 RIM = 462.84 FT RIM = 483.15 FT RIM = 462.75 FT RIM = 463.88 FT =e - ~ 1 ~ INV OUT= 459.84 INV OUT= 459.22 INV OUT= 459.75 INV OUT= 459.28 _ l 'D 1 S ~ ~ ~ , 2 1
INV IN= 459.22 3 INV IN= 45975 2 IM/ IN= 459.28 6 RO ~ 2l5~ W 1 1 ~ I ~ I ~ n ~I ~ ~ I - - PTSto. 2 47 ` _ 9 ~ ~
i „A = ,D6 r ulred to i ~i I/E'EIPm I ~ I r I ; 1 ~ i t°~ I I; ~ i ~ I i ~ ~ 1
- m~ oln i STA. -L 27+d7 RT ~ ; i ~ I I ~ i I ~ ~ ~ ~ I ~ ~ i 1; 1 I i ~ ~ ~ ~ ~ ~ ~
D.A. 0.409 AC exlstl curb ! ~ utter c= 0.85 , , 1 r 2SFD i i I
s i Q10= 1.391 CFS Q~ 1 ! ~ ~ r' ~ r i i i i ~ i ~ i i t i ~ r i ~ ~ ~ ! ~
Q I CB ~ i i RiM = 464.44 FT i ~ ~ ~ ~cp r ~ I ~ ~ ~ ~ ~ r ~ i~ i3~ O ~ r~ ~ i t ~ ~
LO ; INV OUT= 455.22 I ~ i J ~ INV iN= 458.50 9 ~ 1 l i t~ ~ ~ I ~ ~ ~ / i -fl ~ I ( ~ I
~ I N i I ' L ~ I I ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ PLA11 ~S PREPARED BY ~ i i f~ ~ t ~ ~ ~ 1 r i
l ~ I t i r ~ i i l l 1 1
C i ~ / ~ I ' , N ~ ~ ~ I Ri1NIlV~L • KLEPPER & KAHL LLP i r I'E~ ~6 I
~ i 1 / w , ~ ! i O ~ ~ ~ l ; ~ : I consultln a Ineers
9 n9 ~ 1 ~ ~ i W e ~ I
~ ~ ~ i ' ~ ! ~ ~ ~ ~ ~ ~ ~ ~ ' i ACE SUITE• 105 ~ ~ , , , ~ i 5800 FARINGDON PL
t~ i ~i ! ~ ~ , O ~ I ~ ~ I 0. - . ~ I r ~ ~ ~ RALEIGH. NORTH CAROLINA 27609 3960
~ i i ~ ' - ~ i , o i / ~ ;i
o~ Nz INCOMPLETE PLANS ; ; FOR
a00 HEFT 9 m NOT USE FOR R/W ACQUISITION SEE S
NU F ARY
~ T 0 W11i PROFILE. FOR PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION

_ _ - - T
PROJECT REFERENCE N0. SHEET N0.
o~ ~ ~ ~ + ~ ~ i ~ 1 i + ~ x + ~ ~ CARP 01-015 6
~ , r r ~ ' I ~ ~ ~ ~ / / ~ ; + + r t / I + + ' + 1 ~ ROADWAY DESIGN HYDRAULICS
r r PERMANENT FILTER SWALE 1s ao 21 z2 ~ ~ ! r r STA. -L-32+73 lT STA. -L-34+53 LT STA -L-36+55 LT STA. -L-38+24 LT ~ 1 , ~ TOWN OF CARY fA. -L-38+24 LT ~ ENGINEER ENGINEER
~ ~ ~ r DETAIL C O.A. 0.920 AC D.A. 0.925 AC DA 1.200 AC O.A 0.773 AC A 0.773 AC ~ ~ + ~ ! I R I / / ••p - o.s3 ~ ~ + 1 r , ~ ~ ; _ - - - .•''Q,~H CARO( ~ CARO(
i ~ i LATERAL BASE DITCH c= o.~ c= os3 C= os1 C= - os3 ~ Q10- 2.024 CFS 010= 2.475 CFS U10- 3.213 CFS O10 2.961 CFS ~ I I {Not to Sooie! 10= 2.961 CFS + ~ 3 ~ ~ z 1 1 ~ C 0 /y 1 •
I ~ ~ CB - CB - Ex 0 = 9.09 CB Ex. D = 5.74 CB ` b RIM - 480.31 FT RIM - 453.81 FT RIM = 449.56 FT RIM = 447.06 FT M = 447.x6 FT r_ ~ •
F111 INV OUT- 457.31 INV OUT- 444.72 INV OUT= 443,82 INV OUT= 443.31 ~1 ~ ~ $IOPe INV IN= 45D.81 19 INV 1N= 443.82 20 INV IN= 443.31 21 Y OUT= 443.31 i I ~ i i ~ ` ~ ~ ; ~ ~ 0 ~ ~ ~~Y IN= 443.31 21 ; + i. t ~ + n-~E..3 ~ , ~ ~ ~ ~ i r i ~ SEAL ~ ~ SEAL
t 1 , Ground 3y 0 Y/Ft. INV IN= 450.56 A R1VIN= 443.82 21A ' r I ; 40 80 25523 ' 40 20 0 18181 + 1 ; ~ + + i ~ ,
~ ~ ~ ~ Mln. 0 = L0 F#. 2 24 5 21A 1 1 ~ 21A I 1 ~ ` i~ ~ ~ ~ ; •
~ ~ # STA. -L- 39+24 LT STA. -L-40+41 LT STA -L-40+64 LT STA -L- 36.57 LT \ ~ B 4.0 F D.A. 0.225 AC D.A 0.332 AC D.A. 0.145 AC D.A. 0.078 AC fA -L-36.57 LT ~ ~ • ~ .,1 • • A. 0.078 AC ~ i ~ ~ ~1 ~ . ~ ~ .0 ~ • S Z /
~ ~ ` b = 4.0 Ft. , ~ c= o.e5 c= o.a5 c= D.85 c= 0.40 ~ ~ 010= 1.636 CFS 010= 1398 CFS D10= 0.493 CFS 010= 0.192 CFS 0.40 ~ ~ ~ ~ I PLANS •..q s~,.. H.;..•.. 10= o.~9z cFS 1 ~ ~ + , ~ ~
-L- STA. 40 + 65 TO 41 + 35 LT C6 _ CB = ca EX. ° = 3.86 DI - Fr i + i~G~ ` ~ IM = 447so ~r / m~ i 1 ~ ~
~ ~ ~ ~ RIM - 445.52 FT R!M 445.05 FT RIM - 445.07 FT RIM 447.50 1 ~ ~ ~ INV OUT= 441.77 INV OUT= 441.30 INV OUT= 441.19 INV OUT= 445.25 D.0 N OUT= 44525 D.0 / + ~ ~ ~ ~ ~ ~ ` ~
~ ~ ~ ~ ~ ~ ~ ` ~ ~ ~ ~ INV IN= 441.77 22 INV IN= 441.30 23 INV {N= 441.19 24 ~ ~ ~ ~ ~ ' + ~ FRED MARY A. ~ ~ ~ ~ w ~ ~
~ ~ ` ~ ~ ~~l ~ ~ ~ ~ PW 0764~5-M
` ~ 26 27 28 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ STA. -l• 41+37 LT STA. -L-40+64 LT STA. -L• 44+64 LT ~ 1 ~ OB 21~ 1 `I ~ ` ~ - ~ , ~ /
` ` ~ D.A 0.097 AC DA. 0.000 AC DA. 0.000 AC ~ ` ~ ~ ~ ` C= 0.85 C= 0.43 C= 0.43 ~ ~ ~ ,C. ~ ~
~ ~ 010= 0.330 CFS 010= 0.000 CFS 016= 0.000 CFS ~ ~ ~ ~ ~ , ' ~ CB Ex. D = 5.44 OEP MH ~ ~ - ~ _ ~ ~ /
~ ~ ` M RIM= 445.33 FT RIM= 935.tD FT RM1= 427.00 FT ' X08 8929 y~ PG. ~ ~ " o N, ~ ~
Z ~ ` ~ J INVOUT= 439.89 {NV OUT= 435.10 MN OUT= 422.00 ~ ~ ~ ~ ~ ~ ~ ~ INV IN= 439.89 25 INV IN= 422.00 27 ~ .p (n ~ ~ ' PIN -0357 ~ ~ ` ~ .3 TCjNS ~ - ,
- ' ~ - O Q~ 9, / 664 ~ ~ ~ ~ ~ ~ CL. B P ' , ~ a ry , wn2. , s, %ti
~ ~ W ~ ~ ~ ~ ~ ~ ~ ~ ~ B s LTE ABRIC ~
\ ~ A ~ 1 ~ ~UT11 H. ~ Ly1MRENCE,E. >k Y M. U~LE ~ T= ~
~ ~ 1 ~ ~ ~ PN 0 I ` ~ s
~ ~ ~ ~
~ BEGI CONST !ON ~
- - ~ asPH ~ ~ Y2- ~Sto.11 ff T ~r . 32 PC L & i , ~ ~ ` ~ ~ ~ ~ / L. YIOId BARNET' ~ ~ ~ ~ ~ ~ 1 ' ~ 0 900
~ ~F ~ N~f ~ ~ ~ ~ - ~ ~ ` ~
CARIf' FBiST IlMNTED OF CHRIST ~ ~ ~ , ~ i ' ~ ~ ~ ~ , ' ~ D8 A PG 350 , 1 i 1 ~
~ ~ PN OT64 ~ i CARIf FRST UNITED r OB 1726 / PG~581 ~ , ~ I 1 1 1 ~ J. ~ - / ~ ~ _ . J o. , POC~ L 1 ~ ~
OF MIST ' ~ ~ ~ ~ , r ~ ` 6` i i r 1 , / 4 ~ - 1 0 /
PN 7 ~ ~ ' O ~ ~ ~ , ~ 1 ~ J' ~ n~ I ,
8684 / PG 'i i ~ co ~ ~ _ w w 00 ~ + I, ' ~ ' ~ SN - ,I 0ti gZ ~ / , W e I ~ ~ ~ I /
~ R. BAY , ~ w i i ~ , PMI 10 ro ec~ , N ~ ISFD ; ~ ~ ~ ~ ~ ~ ~ '
i ~ I i ~ -t~ i ~ r / i ~ u1 41+ • L 8 ti ~
i~ I ~ ~ ~ ~ i ~ ' ' ' , ~ , ~ .3 TONS C~. B RIPRA ~ _
32+11.47 ~ ND &G ' ~ r ~ I ~ E r r I _ _ . - ~ 12.3 SY FILTER FABR1 ~ ~ - _ / ~ , ~ 4 ~ ~ ~ W/ 451)0 Ft. ~ ~ ~ B Gi~~S _ - / ~ ~ ~ INV QEJ~'
45,00 Ft.U. ND RETAlNlNG _ ~ r zs uRC Y2, POT ,~taJl f00 ~ _ - , - ~ IWEMI qtp ,
- - ta.32+ ~ 3 + .9l Apt ~ s L PO o. ~ - ~ ~ ~ 44 Ft' N '43 - & ft.U~ w ~U o , ,
~ CDOT STD. 84?.~0 ~ " , 2 r - - r tai 1l+ 9.00 ; ~ r Y2 OT ~ ~ ~ ' o ; N ~ 28 ' / / + ~ ~ ~ ISFD ~ / 0 , I - _
t.LT. 32 - - ~ ~ ~ r - Y2 bf95.~2 -L-- 36~.~0 ~ 10,00 t.LT. _ ~ ,A i / N SOD '"'1 N 1 ~ 43 i ~ 4500 Ff
F -L 33+ 30x00 Ft. ~ z ~ 3 0~ i ~ Iv ao 4 Ft. i ~ W UI D N ~ t L,T. - ~ _ _ _ _ Pf~POSED
~ - 45D0 ~ 10A0~~.LT_ _ Y _ ~ _ ~ o ~ 2 Q' I !+1538 I Y ~ fOV.B~ ~ -L- ~ E -L- ~3+40D0 ~ I ~ ~ N 2 - 3T cn , 61 ~ - ~ ,-L- 2573
19 ! 30~ Ft.LT. rn Ft. ~ 45,00. Ft. . ~ ~ 60D0 ft U. 1 ~ ~ ~ ~ az SIDEWALK 60.00 & Ft.Lj. -n , , ~ - r M?3398 ~ f.U. ~
~C ~ 0 1L- f63.~0 / ~ ~ _ I - - & I i ~ - ' ~ 4 60x00 t. f63.b0 - - ~ ~ -L 40+~ ~ ~ ~-~3~+IOA10 ~ ~ - ~ 41f65.65 ~,t t00 t. "-91x06 FtLI'~
~ -t 34?31.4$ r 4500 dr ~ ' ~ 6QOQ ft.LT ~ 19 r t.U. , pl,~ - i ~ ~'2- ll 1 60.00 &9000 ft. - ~i - - ft n Z
8R ~ R= r i ~ ~ 3E+19 ~ 45,00- Ftff: ='b~ ~ r , ` ~ - ~~P - 4500 ffrtT. - - F
~y ~ ~ >CK 1 , J ~ 30 ff LT ~ ISFD C •79 ~ ~ \ ~ \ TVVVVYY1111 \ ~ - 3 ~ 45,00 F E - - - ~ G PROPOSED _ ~ ~ Z
, - ~ i ~ _ , - ti 5' SIDEWALK _ - " - ~ c~ -
_ - -c- 35 ~ h - ~ - ISFD ~ ~ ~
G ~ ~ ~ 4 Ft.LT. ~ ~ -L- 37~ ~ ~ N r ~ ~ ~ ~
Q' ~ ~ ~ - ~l ~ r r ~ 4500 F. ~ - - ~ /y~ w W - ~ /
\ ~ ~ ~ ~ C ~ ~ \ ~ - RAI 3g , ~ \ ~ \ ~ R~ _ A4ivE ~ / /
~ ~ ~ © E - - - ~ r. ~ p, C ~ \ ~ E / / r--E 23 N - - ~ " / ~ ~ - /
~ ~ ~S ~ - i N ~ - _ , - ~~1N ~ 1 t~ - LB p~ / / w ' 3' EM ~ • , , / / ,
C ~ ~ ~ 1 EXISTING C&G N 4 - - _ i ~ / ~
x 0 Ri ~ ~ ~ _ ~ - ~ RE - - - CB LI" . R - _ . - I
- - B ,y _
- - - - - - - T~ - F I 5'` ~o~ _
2SFD O / C9/ ~ q ~'49g pyV , 3a' - '00 4 D -74914 I. f ~ ~ g 49 - _ 1 - 1 • 5' , ~ - - ,4x2• , -Ui NO E-2 4.9355
w ~ ~ RlP - ~v: ~v. ~ - MN ~~!~y~'~ ti =448.38
o ~ ~ ` ~ 454.75 - ` ~ 55 - ~ CAP-6
N/F E I _ STING -C&~` 5 M ~ . Nj440.23 QS a t 6® - - - ~f51 ~ 1
LARRY SFD - rS' ~ ~ ~ - _ _ -~'~IIQJ - R A ~ LEA OUT I ~T2• M MMIDEN ~ - ~ .8 - , 1 ~ ~ i ~ ~l ~ _ 8• - F . - .4x2+1376 (3685 RfJ , .tE1 ~ POC Sf0
'N T 6 - ~ I l4 - _ _ - W.05-18-1045 ~h I ~e--~= _ T2 ~ - - - ~ 6'PVC - 2 GR~ 1 ~ _ I ~i -L- 42+T - _ pRN I - _
08 / PG 759 N/F , a ~ I ' ~ P _~x==39 y, ~ III LN~DA MRIGHT JONES ~6 gti ~o L_, _ A ~ ~ \ ~ L 48 r 9 L ~ . - , _ ~ , ~ I I t 4500 Ft. - _ Rl:
PN OTW.05-re-1T2 5 ~^t~ - 3 ~ o ~ e~P R/W @@R cP ~rP L51R/W 1~rP L51R/W L52 ~ , ~ ti I~ ~ I 1
DB - 0° ` ~ 994 / BOMI 5681/ PG 759 Iv w PGI680 998 / w ~ ~ V - ~T3.43 BOMI998 / PG i PE c--M ~ , PERMANENT F1 R S1+~ALE 2 2 ~ R/ F T8 14 Ft.RT.
~ - - 5L3O P S~ .3 L o d r 8 G20 LAT. BAS . S D C ~ / ~ OM ~ ~ I ~ t., _ '
~ - . 3 ~P~.S a - ~ ~ JAMES T 6'L VE A SANTME110 ~ _ . 38+~ SED 5 SIDEW _ _ ~D.S 0 PRO GIN - ~ - ' ' ' ~ Z •q9 1 i ~ ~ ~ " Z - - - ~ ~ , tOP a ft. IseD ANNE E. FERRELL. ~ ~ ..t
- - ~ ~ -L- 34 PN 0 3 9.50 ~ - _ ~ta.3 m ~ ~ , , -mot .3o+5r 2 1237 236 ~ / r w~a • .9 2'L6' CONC. ~&G PN107W.05-19- N, ~a30'!'ST 36 ~
o ,64,00 Ft.kT. ~ ~ ~ ~ - - -fpppp - - ~ ~ ~ ~ - - ~ ~ ~ s~.3e t. X ~ 44e o
.lO - ~ • YI ~ o sfo.a6 .ze ~ ~ ~ ~ Sh.38 ~ - f9 ~o A Y CS r
~ ~ ~ p N=z - ~ ~ ~ _ END R KENNETH J A CROrEII n =206 T9. ,$t0. f3~13 y u,, ~ • „ _ _ , _ END R FACING l ~ / ~ ~ 1 / N ~ / N/F p ~ ~ 1 / + -n a Y - / ~ ~ at s ~ ~ ~ ~ ~ ~ r t^
~ ~ ~ D ISFO ~ ti ~ ro PNI OT .05-18-2147 ~ L=458.34 ~ ~ ~ ~ ~ , - 08 5681 / PG 759 ~ ' , 2 - - , o oD ` V ~ ~ ~ , p, ~ , 764.05-18-3709 1 1 Z 6~
~ $ P-4 ~ S ~i ~ ~ oo ~ ~ GEORGE >o ` ~ / 8549 / PG 1 ~ ` ~ GEORGE BAN.EY ASSOC. ' ~ , 1 ~ o N. ~ ,
-D p s ~ ~ ` ~ ~ m I PN Ol I - ~ D ~ p p ~ ~ _ l ~ (E 81 ~ I PN 0T64.0~18-3602 ' ~ ~ ! 1 1 1 ~ s ' ~ ~ s ~ OB 8009 / PG 854 , / ~ 1 1 ~ A
END RESURFACING W ~ , I o ~ ~ r
~ -YI- Sta.10+81.68 -m ~ ~T~~ ~ ~ X o' _ _ ~ ~ , ~ ISFO ~ ~ I ~ ~ ~ r
~ - \ ~ 1 PI tQ + ~ ~ - ~ ~ ~ , 34 38J 8.95
. Il ~0 Yl P to _ x ~ , r I i 45 i ° 23 ' / ~ / - / I 51~ ~ ~ ~ ~ ~1 ~ ~ 0 1 KA ~f. , ~ ~
O= 2~O1 ~ , 4~ 4" lLT) - - ~ ~ , , I 9F ~ 2 51F ~ PN' 0 ~ ' r / ij~~ ~ tJ ~ l 1 I / ~ ~ tl~ ~ ~ / ~ ' I
~ a~ MAMJEL SOLEDAO LA - A- - - - ~ r ~ ~ T64.0~5-18-3~N , I / t ~ ~ 1J~ l 1 / / ~ ; • \ OT 3
- ~ ~ Q ~ 08 M3 / PG ~ . ~ - ~ P AS ~ / 9, ~ ~ ~ I + / ~ , t^ ~ ~ 1 1 ~ ~ f I
` - 433.83 0>~64 , 1 r r / / , I 11 1 I ~ l 1
_ ~ ~ ~ sort / Pc = - ~T 22072' ~ ~ ~ a~ ~A. Q / ~ ~ - i j / / Q / / ~ t~ ; ~ 1 ~ ~ ~ /
- 2 ~ +4072 1 POT o- _ Y - ~ 3 n ~ ~ ~ q i l l / - ' ~ ~ ~ ~ t ~ ~ i / l9
_ - _ - ~ ~ - ~1 r , ~ ~ 1 / / + ~ i ~ ~ ~ / / ~ / i ~ i -n ~ I , /
r ~ ~ ~ ~ " - ~ + ~ , , i / i ~ i i , , / ` I ~ ISBD ,
- 165 ~ - 0 _ o " - - Yl ~ ~ ~ i- - 15 3 , I 1 1 ~1 IL N ~ I Y3-- , j ~ 1
~ - - ~ ~ r' ~ YI S _ _ ` - , ~ ~ / ~ r i i 3 ~ 1 1
, ~
p ISFD P c p~ 1 ~ ~ ~ ~ Pl Sta 41+ 24.86 ~ a t~ 1 P
tL ~ co - - -(7 _2 _ - BY . - ARED PREP 28' 26 33J~ ~ LT) KS PLA ,2 ~ " 1
- _ _ - - _ - TODD ~R MESCFER ~ - V 3 0' D=4.4 5 00.0'
_ 3 m _ PN ots4.~8-4234 ~ - - - - - - - - - _ - D - DB 6730 / RG 58 ~ - - • ER & KARL D PP _ L KLE RUM1V~
L L - 59879' „ _ ~ , ~ ~ ee~s = consulting engln
rn ~ - - ~ _ - _ , `~'H , ~ , - - ~ ~ T 30570' ~ 5, , _ - ~ ,
i p ~ ~ ~ ~ - .U ~ - Il ' ~ 3 5600 FARINGDON PLACE SUITE• 105
r ~ ~ ~ ~ ~ J i ! - ~ i _ ~~5 I R - ~ - 0 ' NORTH CAROLINA 27609-3960 , e RALEIGH.
,-i - - - ~ + t , I ~ ~ - I R(l - nrn~
~ r. n n
i
OUl Op INCOMPLETE PLANS F `'u" a
NZ SEE SHEET l0 DO Nm USE FOR R.W ACQUISMoN ~ o
mo (VU FOR PROFILE. PRELIMINARY PLANS TOWN OF CARP 7?o 4.1
~ 0 t~ DO NOT USE OR CONSTRUCTION
CL yJ~
a~Jac±

PROJECT REFERENCE N0. SHEET N0.
CARY DI -015 7
r
~ ~ I ~ r I ~ r ~ ~ ao _ ! _ _ _ _ _ o o ~ ~ , ~ ~ l ~ ~ TOWN OF GARY ROADWAY DESIGN HYDRAULICS - ~ ENGINEER ENGINEER
. o ~ ~ CARO ~ CARO
1 - / ~ I - I ~ ~ - - RV
~.o~ l: •
I ~ ~ Pl S + ~a l0 41. ' ~ ~ m ti~_ t ~ ; C ~ ~ ~ o , , SEAL ; SEAL ~-0 ! f 0 41.07 2.D
I I PI a +5 , P~ t S 41 24.8 ~ ~ i i. , o 11 - z I t o~ p ~ _ ~ ~ ~ ; P ,0.01 25523 18181 ' ~ ~ ~ 40 20 0 40 80
- I I ~ I ~ ~ o e~ 4 ~ 5 - ~ ~ 52',5 1 ;O 6 T _ _ - - 28' 6 3 J' ~ T L~ ~ ~ ~ i ~ , ! - 83'4 = ~ . . 5 0! .5 l ) 4 LT 5 !IF'
~ ~ ~I r , I ! I I ~ ` •.B i. I D .q ~ v SAN EaS,•• o,~ a,.
D~4' I 5 .0'. , L=4 3.8 R ~ - ~ ~ .,.q H. Ski,,.. 43r</ PANS .nn q..r.m?.• -61 , ti
~ ~ r z I ~ I i ' ~ I _ I , , , - ~ _ ~ L 59 .7 ~ ~ N
I ~I 26.8 9' ~ i - I I I TI ~ I 93zs _ , ~r - 3 5.~ 9' - , 26.8 - x87 T ~ ,
~ ~ , , ' i I I - , , I ' IR-9543; ' - ~ o
_ R 1 3 , - - - , ~ r i I i ~ , D ~ ~ W.~ , , i ~
` ` - ~ i ~ I I ~I - e 4 ` ~ ' I ' ' ~ ~ ~ i! ,
I ~ - ~ ~ 1 = 165 I RO W - 5 i I ~ i i ~ ,~5 I _ _ ~ w ~ '~EI~, 1 c~r,7
; I~ ~ ~ ~ ~ ~ ~ ~ I ~ D 1 1 ~ ~ ~ , i
~ w w ~ ~ ~ ~ I I i i _ ~ ~ ~ ~ , ~I I I ~ ~ r ~ ~ i ~ I y ~ , I cb ` i ~ I
1 w ~ ~ ~ ~ i i i I i 1 • o ~ ~ ~ 1 I ~ ~ ~ y{ ~ I ~ 2 ~ m -
~ _ - i i , i ~ ~ ~ t , - ~ ~ ~ i , ~ w 1 w w ~Q ~ i/ W ~ O ~ ~ ° ~ ~ ~ ~ 1 1 w ,~Q T.N. w w o ~ ' , , I , ~ ~ ~
~ I t I I MOLTER ~ ARLEMI ~ ~ u ~ ~ - ~ I i ~ ~ " - ~ I PN OT 92 I ~ ~ ~ ~ O ~ ~ ~ 1 ~ I I ~ PN OTW~5-09-T60q o°, I ~ ~ i I i I
/ ~ PN OT ~ , ~ ~~DB / PG 307 ~ II C I DB 5630 ~ / PG 350 o d , w ' ~ I - ~ I ~ p W 1 ~ ~ ~ 1 ~ ~ I
~ ~ ~ I ~ N/F! ' ` _ _ rN.o~u ~ oe I I I r ~N I ~ ~ ~ ~ i I 1 ~ 1 y ~ . V
TIS F f ~ ; ; ~ ' PM 0764 ~ ~ I I ARRAR 1 ~ ~ ~ i N/F'~ ~ I t 1
QB-10Q0 /!P6! T NS , OB PG 3811 I ~ , ~ 6.8 I ~ , cn , ~ ~ 1590 ~S UAELLE ~ ES ~ , ~ 1 t 1 ~ ~ t
~ CL. B RIPRAP ; ' N II I~ ~ ~ _ I ~ ~ PN~IOT65.IT ~ , 1 ~ _ 2512 / NO ~ _
_ _ ~ wno o sr ~ N ~ ' ~ I 1 1 1 N -J I ~ W 1 I i 1 IS ~ - ~ ~ ~
, - o LTE FABRIC , , 1-+ , iseo 1 1 1 N O Qt ~ ~ I~ c.0 V 1 ~ I 1 N ~ ~ I _ i ~ ~ P ~ ~ ~L Sfo.M~4 76 - o ~ o
~ ~ A ~ ~i ~~~.I W lu , ~ I "I f 1 ~ I ~ 1 ~ ~ ~ N tD ` 1, ~ ~ ~ _ ~
~ ; ~ i ~ U? ~ -rl U1 ' ~ 1 1 I ~ J i ! ~ W V1 W i I I ~ +75x67 44x68' ~ ~ ~ ~ POC Sfo.48 ~t u~ ~ ~
~ ~ ! ~ 1 ~ - ~ PN 0765.05-09-T7M ~ _ 08 6036 / PG 371 ~ ~ ~ _ - -
~ ~ ~ ~ 1 ~1 i t ti ft. ~ nr. ~ ~ , ~ N 496 -L- X1500 ~ ~ o ~ •
- - ~ W? 6 ARTHXt r ~ I 1 ~ ' L- ~ 46+6312 N- ` N/F ' , ~ ~ ~ 46t 481129 E= PN 0764.05-09-821 ; ,Oq,& 70,00 Ft. LT. ~ 57.00 Ft1T. - 70.4872 ~ d , E- 60849.2123 4 ft. ~ ~ w ur p
ENOUI E. 6 I~DA S OB 7601 / PG 279 ~ - ; EL= 9.3 - 0 - 49+15A0 -L 49+30x00 ~ w ~ ~ ,
0764.05-09- Q8T , _ _ - ~ , ~ - 4S J4 J2 i . i CI 5782 / PG 685 200 ` ~ 4500 ft. 4500 t~U. ~ i I CAP- -L- -L- 5014.49 ~ , 5400 ft 54x1 ft. \ ~ ~ ~ _ . ~ Ft.U. 5100 Ft.U.
i 4500 & ft.U ~ f~ GRAVEL ~ ~ -L- 49? ~ ~ I
&6800 Ft.U. _ ORNE L~.° 15+0 Zvi \ ~ ~ Ft.LT.'~, 45D0 ft.. PROPOSE 5 SIDEWALK N/F~ E ~ ~ . LUCaf ROpELLE~ ,
~ ISFD i E Gv ~ 2 -L- ~9 -L ~ 51f95.99 ~ , 0 6~1i-00-3280 ~ , E ~
f - 4500 t.U. 4 Ff:d' +50,10 ~ E 57x00 .U. ~ ~ -
~-L- 4 -L- 45fQ259 ~ Z ' ~ 45.00 Ft.U. 2 ~ ~ _ ~
' Ft.U. 4500 Ft.U. E _ _ -L- 43+73.40 ~ ~ W ~ ~ e~ Rc . _ _ ,
l - 49 ' - _ . _ 45.00 Ft,.1J. - -L- 44+1195 E ~ ~ _ ' - - v = - L`t
F , - , ~ MQ~' .444.87 f6~ ~ 4500 , • ~ ~ ~ ~ - 44.87 ~ . ~ 1''1 •-i- _ _ , y. 804
_ ' QANC - ~ ~ ~ - - - ~ ~ AD: ~ 18 R ~(jy~ - ~ ~ w E , _ , ^ ,C- ~ ~ - -
- - - - wua~ ` ~ ` ,~9
, , Pa _ _
~ / 0 j_ _
' ~ - stn i E _ _ , DR N J ~~yy \ O ~
d i W ~ ~ _ ~ N ~ ~ ~ ~
h • 8 ~ N03 Iq' . _ Iq W 8
~ i / , t - - J,, - - _ - acv, ~ - 0~ , F - ~ 449.91\' ~ ~ •21
D
1 '0 - i ~ 15g -
t7 ~ • ,b _ ~ , I 9~ ~ r ~ F - 8 \ ~
N ~ _ 1
C - ~ ~ I~ -S ~ , - ~ ~ ~ E 4 Ft. 1 1
~ i ~ - FE ~ , ~
L~ SECUFtI~ I _ _ - - X~- i / i - - - _ ~ 1 E ~ ~ , ~ - ~ ~2$ - N ~ ~ -P ~ 1 _ - F ~ r. ~ 1 I 1 ~ ~ ~
I ~ ~ ~ - ~+24 - . ID ~Q r 3 D14V E ~ I I 1 ~ ~ _ ~ t 0 1 ~ ~ ~~Q ~ ~ 1 V I I ~ 1 1 ~l~ _ ~
~ _ ~ -L- 4 ~ X t. . - - - lh V I l 11 1 1 A - - _ , ~ ~ . 1 , , i~ .'~MtgB
45,00 tRT. ~ - / r~ ~ -L- f63I I ~ / ~ F1t.11T. Ft.Rf. - 1 1 1 I i I ~ , I I 1 r ~
_ _ - ~ ? ; N 30~ W 4 I Ft.RT. ~ ISBD - - F l4~ ~f ! c~ ; ~ _ ~ t. 1 1 ~ t l r l ~ i ~ I J ~ 8 1 - l4 , 0- I ~ ~I I t ~ - I ~ I ~ I I SzfSSSi ,
~ f~i91 ~ ~f631 ~ .p -L- 44fA95 4500 Hf. ~ ' , , ~ ' - - - - - - I -444 I s, - - - - . I + I 4500 Ff RT. i I I r I I I ~ Q
Pf~O SED 5 SIDEWALK so0o Fti~ll , W ~ -1- 43+73 X00 Ft. ~ ! ! 1. r t I r i I ` ISFD ~ ~ ` ~ ~
~ ~ r p~ r IlY 45x00 Ft.RT. -L- 95 t - I - ' ~ , PC t . 46 X63 'TpN -5 I ~ ~ r I W•$ I ,1 r 228Ct1. B i RI ft. ; ' ~~3f ~ i
~ 4500 t.Hf. ' I ~ I I I ! ~ i ~ I $ I~ ~ r 2, ~ ft.RT. ~ - ~ i , r F RT.r 1/10. r ~ w I ' ~ ~
~f I , / i t I I - CSI P ~ O - ~ , I I _ r I ~ I 2SFD ~ f 0 _ 0. , , FIITE F Bit~C
O ~ I d ~ ~ , - ~ .q i ~ I p ~ ! t' ~ , I I F Rl ' r ' r ° Ir - q&k~9 ~ -L- 53f82.35 ~ , , ~NV,b Tom, r , o
~ ~ I N/F I I , ; ~ 416 D(, ~ I ' r' - x41. + °.1', 45001Ft.R?. ti` 2 4500 Ft.RT. 416 ~ I r, ~ . 1 w i i I I O rp ~ _ ~ I ~ I~ r I I o f ~ \ ~ 2
. ~ later s~11.Er. 3 PT -L I r l -L , , I 1 ~ d o w w
~ 67~/, ~c 894 , ! ! l~ Ft.RT. . , r , r , 1 rl I r I I I 1 ~ am
~c ~ ~ ! ~ , ~ ! c ou z ! ~ ! ~ ~ ~ PN0 , ~ ! ~ HA C OUR INCORRECT; ' ~ ~ , r , r I I , ~ ~ y d o EEN G DED r ~ ' ~ I ~ 1 ~ o HAS ,RA W t , ~ , ~ ~ ~ ~ .
~ ~ ~ , ~ 11381 / P6! , ! ~ • N ,yam I ~ I W i 1 ! i l ~ ~ ~E A~EM~ I ~ w R}4.91 Q I h ~ I I I I ~ ~ ~ ~ y ~p
0164A5-19-2272 N - ! _ _ _ ! i I 4 , ~ ~ ~ , ~ PATR1p11` HINTER ~ m _ r O
~ -~6 / PG A ye in ! -~,i ~ ! i ! i` ! ~ ~iI r - , ~ z , .I ~ i ! , , ~ ~ ITl i ! ~ G1 W W "~1 W (~I ~ 1 I 1 I ! F to ~ I 1
JOIN LEA EY ro m~ m ao in i I I I A~ PN 0764.05-19-0T9~ EYANS'~ r I , pw 1 I OB / P6 ~ W 0 15"19'079 ' ~ rr r I r I OB PG I I i 1 ~ ~ ~
s~ ~ ' ! ~ ~ I w 1 ' OB 36g4 / PG T3T ; , I - I r, ~ ~ oil ~ ~ PG T3T , ~ ~ i ~ r ~ T L ~ 1 Ir r i ~ I II 1 1 ~ ~ S.J. • LE011A & FARRAR
I j w I I ! `I ! - - -i 61 i J ~ / ~ t PN OT65.R-10-0103 I ~ D C E, ~ 'F ~ ~ , PT ~ ~ ~ ,oe T5~ i ~c 2~2
- _ i' I ! I ! - _ fTl , ~ I ! r I ~ I I ~ l ~4I4.25 D ~ I ~ r I r I 1 1
~ ~ I I~ I( I I ~ ! i l 1 1 I 1 ~ ~ ~ ~ W t r r r I I 1 1 1 -
i l I I ~ i I I / ' , ~1 ~ ' I ~ I I i ~ ~ ~ V" ~ ~ 'W~ I r ~ ~ ~ 1 ~ ~
~ 1 I I l I ~ I _ A _ _ I i/ ~ ! ~ ~ J ~ I r ~ ~ , ~ I ~ ~ ~ ~ ~
_ ~ _ i I I ~ I I - ~ - / I I I ~ ~ I ~ rr I r 1 ~ ~ ~ ~ ~
- / ~ ' f I ~ ~ I I ! 1 INS I r I r 1 ~ ~ ~ \ ~ r I r I I ~ ~ ~ ~
PERMANENT FILTER SWALE ~ ~ ` ' I , ' ~ ~ I ~ i~ , ~I~ ~ r I I I 1 ~ 1 ~ ~~Q~ ~ ~ I I r I I ~ i ` - -
DETAIL D ; ~ ~ ~ -c- ~ ~ 1'' ~ ( ~ ~ I ! , ~L- 48 ~ e r r I I r ~ i I r 1 ~ - ~ Nr r I ' . I r
TAIL BASE DITCH ! I ~ , , 34 INot to Scole) ~ i i I I I ; I ~ ' 34 ,t:Rl'. ~ ' r I a . I I ~ ~ , ~ i ch ` C9r r r I ~-B ~ ~ 11 .
~ I I~ 1 i ~ I~ - ~ ~ ~ ~ I r ~ _ a I r ~ ~ 6 r , ~ ~ 1 W.D' I r ~
I I ~ ~ ; Ground round 1 ~ ! ~ I r r Q Ft 1i 1 ~ War ~ I• - ~ ~ ~ i
I I W O _ ~ o , - ~ - ~ I I i r ~ 1 1 ~ ~ - r ~ ~q I .0' - - - n=0.03
~ - - - 40'Q.4~ , , , Min. D = L0 Ft. ~ t• ~ , ~ q~ P r i I i~ ~ 1 r ~ I ~r r r
~ - B ~ b.~ ~`4NS, ~ ~ ~ B =4.OFt. i / ~ ~ I QI t 19 I to ~ i 1 r I 1
~ ~ I I ~ ~ - _ -L- STA. 49+88 RT Wl1AA 3 I ~ ; I ; , k1 ~I I I w ~ r r W I I
S-0.91% FlLT,ER G~ ~ ; ` , ~ ~ ~ _ I ~ ar I BY REPARED PLA11iS P ,
! ~ E HEFT 12 OR PRO ~ I ` ' ` ~ I , SE S Fal.€, - , ~ I I 1 ~ i q5 47 48 50 1 I i ~ I I STA. -L-48+00 RT STA •L• 47+~ RT STA -L-4E+50 RT STA. -L• 48+30 LT STA 44+~ LT STA 1-41+00 LT
~ ` _ ~ ~ I ; ~ - - ~ ~ 40A 41 42 44 I Q.A. 0.380 AC DA 0.210 AC D.A 0.510 AC DA. 0.000 AC DA 0.240 AC DA 0.480 Ac ~ KLEPPER & KAHL LLP RUrM1V~L - I ~ , 1 ~ C= 0.88 C= 0.85 c= 0.~ C= 0.~ C= 0.85 C= 0.85
Z ` ~ ; STA. -L-49+88 RT STA. d- 49+78 RT STA. -L- 52+20 RT 5TA. -L- 52+20 LT STA. -L• 49+25 RT STA. -L- 49+25 LT I I i ! I i ~ D10= 1.128 CFS X10= 0.860 GfS 010= 2.082 CFS D10= 0.000 CFS 010= 1.088 CFS Q1Q= 1.832 CFS
~ I ~ D.A. 0.490 AC O.A 0.120 AC D.A. 0.560 AC D.A. 0.205 AC DA 0.170 AC D_A. 0.270 AC ~ I ~ ; ~ I 1 C= 0.85 C= 0.30 C= 0.55 C= 0.85 C- 0.85 C- 0.40 i Q ! ~ ~ ~ I = Ex.D=3.16 CB CB Ex.D=4.18 CB ExD=3.id CB consu/ting engineers ~ I I ~ l CB Ex. D 4.74 CB ' ~ Q I I ~ I ~ R!M = 444.78 FT RM = 443.49 FT RIAt = 413.48 fT R1M = 445.91 FT RM = 414.51 FT RIN = 14{.65 FT
- 410= 2.005 CFS Q10= 0.222 CFS Q10= 1.232 CF5 Q10= 0.697 CFS D1~ 1.003 CFS QtO= 0.666 CFS ~ ~ , / I i y} ~ ~ < < 1 CB Ex. D = 9.80 DI Ex. D = 14.54 CB Exc. D = 3.03 CB CB Ex. D - 7.45 DI ~ ~ ! t , , , INVOUT= 4a.o4 wvouT= ado.33 INVOUr=11a1a INVOUT= 440.75 wvour= 14140 INVOUT= 44185 5800 FARINGDON PLACE SUITE• 105 i , t I I 1 INV IN= 440A4 16 NIV Bak 440.33 47 O1V IN- 440.75 49 NIN Ih 441.40 50
~ ~ ~ - - - {g 1 ~ I RIM = 447.60 FT RIM - 429.89 FT RIM - 451.93 FT RIM - 452.10 FT RIM = 448.85 FT RIM = 449.00 FT ! r 1 ~ ` © INA 27609-3960 - I 1 i ~ RALEIGH. NORTH CAROL
W~ ~ 1 ` ~i INV OUT= 438.00 INV OUT= A15.35 INV OUT= 448.90 INV OUT= 449.10 INV OUT= 439.20 INV OUT= 445.83 ! I / ~ ~ I ~ . \ 4 INV IN= 438.00 43 INV IN= 426.47 40 INV IN= 448.90 42 INV IN= 439.20 45 ~ ~ I I 1 I I ~ I I I 1 1 ~ ~
-{A ~ ~ ~ ~ = q4 ~ ~ l f I I i I iuv cu= eu an INV IN 443.65 i r I I r I~ 1 ~ r. n n
nk» 1 INCOMPLETE PLANS run 1 I I \ V t V i~ e ~
/0 DO NOT USE FOR R/W ACQUISITION SHE EE S
(OW P ELIMINARY PLANS TO WW OF CAR Y OR PROFILE. R F DO NOT USE FOR CONSTRUCTION

o~
~ ~ / ~ I i ~ ~ PROJECT REFERENCE N0. SHEET N0.
% ~ i ~ i ~ ~ ~ _ CAR?' Ol -Ol5 8 - - ~ ~
\ ~ ' ~ I / ` / i' ~ ~ ' ~ ~ ` TOWN OF Cr4RY ROADWAY DESIGN HYDRAULICS
~ F ~ ~ ~ l I i~ ~ _ ~ ` ' ~ ~ ' ` ENGINEER ENGINEER ~~~I[~(~C~G~I~C~
~ ~ NOCHELLE ~ ~ ~ _ _ ~ CA
~ 633 _ 1143 - tN Rol ~ caRO , _ ~ o y
~~s ~ ~ - ~ ~ Z a ~ ~ ~ - i ~ c o
~ D(7 r. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ SEAL ~ ~ ' SEAL •
~ - ~ O 40 20 0 40 80 X523 ieiai s
. _ 350 ~ ' 63 I ~ z l ~
2,~ ~ ~Q---~~ S1 5z 53 ~ ',7402 ~ 9434 ~/AH ~ ~pS•o .~l
~ STA •L- 60+15 LT STA. -L• 56+5p LT STA. -L• 58+23 LT /INS ~ i~llws ROI~ ~ ~ D.A. 0.620 AC D.A. 0.090 AC D.A. 0.170 AC r 1336 ITO_3_$_ _ _ _ ~ , ~ PLANS ••~'q NH s~.• ~ 1 ~ ~ ~ .nu.• ••h.,,~ip••••
C- 0.90 C- 0.85 C- 0.85 ~ - 2~5 2524- ~ I ~ Q10= 2.29(1 CFS Q10= 0.308 CFS Q1~ 0.516 CFS , ~ ~ ~ I 1 i 1 ~ ~f ~ 1 ~ ~ ~ ~ ~
- ~ ~ CB Ex. D = 3.74 CB CB _ - _ _ ~ JI ~ - ~ RIM = 442.98 FT RIM = 441.76 FT RIM = 448.00 FT _ _ _ 1 ~ \ ~ - ~ ~ I t ~ ' i~ ~ ~
r I ~ INV OUT= 439.24 (NV OUT= 444.78 tNV OUT= 445.00 ~ / ~ ~ ~ I ~ I ~ i I O i i 1 ~ \ i
~ i INV IN = 439.24 52 iNV iN = 444.76 53 ~ / ~ ~ i I ' ~ 2002 AOT ~ ~ i i I ~ i ~ ~ ,
~ I ~ i' ~ 2 I 2022 ADT ~ ~ ~ ~ ~ l ~ L PTSt + o. 65 I 5.35
12 ~ ~ ~ ~ ~ i~l~ X ~ i ' I i i i i ~ ~ i r i ~ ~
~ ~ / ~ NAS7?' DR. ~ , ~ i ~ i ~ ~ i r ' ~
r ~ i , ~ I , C ~ .
~ / ~ . ~ ! ~ ~ ~ ~ I N i ~ t l " i~ t ~ / r
i , ~ E ' ~ ~ i ' i l ~ i ~ ~ I
~ ~ I 1 j ~ I ~ I ~ i ~ I i~ ~ ~ ~ i ~ i '
t ~ ~ I ~ ~ ~ ~ ' ~ / ~ ~ l ~ ~ x -00-7503 ~ 1 / J t ~ ~ N ~ PG 1 ~ - -
(l i ~ i I ~ SE-'. - i' ~ ~ i r / ~ ~ ~ '
~ v ~ I Tl ~ i t v Z ~ p / , /
~ ~ ~ / ~ ~ / ~ ~ , i i i ~ ~ 1~ ~ i , i ~ 1 / ~ ~ ~ l ' l
1 ~ ~ I ~ i ~ ~ "'~„~L i ~ i ~ I l ~ ~ ~ ~ ' / • /
~ ~ ~ W~ i ~~Ir / \ ~ ~ ~ ~ ~ U1 R7 a V ~ ~ 7r ~ V I I tD~ ~~~~2°~ ~ ~ n~ro ec
~ ~ ~ ~ ~ - (V ~ ° / I ~ v ~ W 01 0 E ~ 'w I ~ ~ 1 i ~ - ~
~ ` ~ ~ ~ 13 _ N01 0 ~mN 0.13FT I__ ~ - ~
4~ Sto: ~ o~• 130.76FT ~ i .I a. i ;
~ ~ ~ ~ ~ ~ I OD N ~ ~ ~ 1 / ~
~ 1 ~ 1 ~ ~ ~ ~ ~ I ~ ~ ~ ~ I ~ ~ I ~ - i- ~ P Sto f .'46 . 59 i ~
~ ~ G CO STRUGTlON ~ y ~ ' ~ _ _ ~ I - - _
' ' ~ 'S01'13 6/ ' Y4- S~a'10+ w ~ , -~S_3 6 W ' ~
~ ~ ~ ~ /,7sso r ND C&G ~ ~ ~ wF ,zs.5o r ~ - _
~ ~ - ~ K gUYLS ' ~ _ r ~L, S'f0.~9'I'~EA3 sa ~-19.97 ~ 4 , POI' ; StaJ0~9357 ~ ~ ~ z o7ss~7-oo-ss~ ~ fn ~ - ~ ~
~ ~ 08 3287 / PG 598 ~ c- ~4~ra~ooo _ ~ , ~ ~ ~ ~ PO~C Stn.56+72A9 f28J9'LtJ ~ N ~ i N • ~ ' ~ ~ ~ ~
9a0D F , ~ +06.09 , ~ ~ t.LT. 84 Ft.LT. ~ i ~ °
- ~ , ~ ~ ~ ~ Y4- b+7458 - ao ~z o V1 - 60f ~ 6`. ~ ~6 9 ~ ~ 4 F ~
- PROPOSED SIDEWAtX ~ ~ ' 3om Ft ~ _ l i T D cn ~ f4 Ff ~F T 2 Z ' ~ ~ ~
-r4 ;u~~8 , , E ; ~ ~ - ~ ~ m _ 14ETA1 EXISTING C&G - ;
_ ~ ~0A0 Ft.RT. ~u^', ~ - ~ w " 111 ~ ' i ~ co r ~ - i ~ i ~ ~ _ - _ P Ai61 C. NELSON ~ ~
P + Sa .56 3 - SOI 13 9 -m - ~ - - _ 3 _ ~ ~ T R LLOYD p8 -8~- o u, ~ "
- ~ 'F ---D 61N C , t 7 ~c _
- >C~ ~ _ 90.19FT - - _b _ _ _ - ~ - Y =POT aJ0+91 19FT ~ , in ~ ss ' ow
- - - - _ _ - - ~ ~ \ ~ _ END C8~ ~ 76r - ~ Y4- 11+0054 Ft.LF: i L- Sto .56 35 - PN 765-00-77 ~ ~ ~o ~ ~ ~ G ~ ' ~ _
E - , ~ ~ -L POC St 60+98 . _ _ r~ f~ , 30,00 Ft.LT. - . _ _ ~ REMO E CB Pc ~ N ~ ~9L- S~a5546 ~ E CB ~ ~ °o ~ ~ ~ ~C- PqC 57n~
P S ~JQ +00 .00 , , ~ ff LT. -L- 56+81 T5. -AND 2 _ - - ~ ~ i i = 5Tf10.34 50110 nFo ~ _ 62+59.56 ~43.36'RtJ 2~~ c ~ k~
_ _ _ F - 45A0 ft.U. ~ ~ 3~1f- ~ ' - 4 Ff.U.5000 & 55A0,Ft.LT. 59fTa V 1" / ~ a ~ r~ ~ - I • ,
_ ~ ~ _ _ 4 Ft.LT. _ _ _ -L- #50.0 - i -L- 51 -L- 5Tf93J8 45x00 Ft.LT 5 - ~ ~ , X26 ~ ~ aegis _ - - -
_ - -6.x.00 Ft.U. - - ~ _ 45A0 Ft.LT. -3+ _ - - .~34 - - Ft. _ - R - , ® - ,
- E 50Ar<}- O ~ ~ ~S i LP - ETAI 1 _ _
o~
Obb - , ~ - - , _ 15' ~ 2 W ~ ® =751065.4368.
. , ~ E=20~OT 80.2134 ~ ~ , , ,
d O - - _ - 02 161 W ~ ~ EL=442.06
- ~ I ~ TCr ° I ~ _ I r~c~+ ~ ~i P~ 9 ~ A x CAT
- N ~ 45+Oi0 ft. N ~ ~ ~ ~ ~ ~A _ ~ r
~;I 0 ~ ~ gyp- - ~ - / / S ~ 1 ~ i +36.45 ~ e , . • ~ 'nom ~ ~ ~ ~ ~ ..~~i ~ ~ ~ 1
B ~ ~ ~ L 2 ~ • L ~ / ~ / ~ ~ ~ f
_ /"o- . J - P- -
~ L~ ~ ~ ~ ~ ~ p R~6 ® -o ~ ~ ~ ' ~ ~ '
Z E 5~fl0 Ft.RT. ~ ~ , _ _ _ _ ~ a9ao ~ BO ` _ - _
I~ _ .5 E - ~ C i 97 - ~ HOIE ~ ~ ~ , _ - .a ~ t 2 a 96 _ , , E - .83 MC. ~ ro~ _ _
Q E p I _ .42 ~ ~ ~ ~ 5T ~ 59fT5: - _ -L E " 6Q'~ ~ 1 N ~ 1 ~ A ~ ~
~ ~ I i~ II ~ ~ , - - - - ' 45A0 Ft. ~ ~ ~ , - 4 Ft. 5 .8'' _ (T Ll
_ 4 Ft.RT. - 4 \ ~ -L- 51 2s~o-L 55tT4 - 59+ TAE ~ ~ ~ i' T ~ I tP ~ OO ~ .t/
4500 Ft.kT. , ~ Ft. 45D0 F.H"f. HOLE ~ Ft.RT. i 2 N/F p t,RT ' ~ TaE PfdO S~~ SlOEWALX INT'0 ~ , - L 57 - 9'
isF~ 54f9VGl Y5 , ~ +165+6 p ~ F _ ,tom - ~ ~ o 011 ~ , ~ ~ y ans ~ ~ ~ -
' ~ o _ 11,7 Ft.LT. 3840 z fT.RT. 30110 Ft~ , ~ ~'5 ~ 07 ~ , ~ ~ -54+91 m m ~5 z i 30 ft. ~ 3616~'~ ~ _ r W T- c- 32l s~~~
,61~ ° N , , E D C8~ , ~50.0~0 Ft.RT. ~ _ ~ , ~ o~-, ~ R 5 0
~F45m Fr.R7: ~ BEGIN C ~ , ; - - ~ROr f,~R ~ -Y5- POT StaJ0+8294 , , , ' x -
' Y~j- POf oJO+ 2.94 ~ ' PN 0165.17 ~ N ~ 'f' ~ ~ ~ ~ ~ ' w ~ ~ - 183
08 1268 ~ PG ~ ~ Ul ~ ' ~ 1 ' i' ' i ~ ~ ~ ~ i ~ ~ ~ i ~ - L PCSt o. 54 I .6 , m , _ .00' ~ - _ ~ r
I ~ ~ ~ , -L PTSt - ' o- 5~ , 0.34 Matc>~ exlstl • V- 40 ~ ng,
/ ~ , , , q9
r / ~ PRO ED 5 SIDEWALK , i / , - SIDEWALK _ - r
~ ~ - ~ ~ , I Z ~ ' / ~ ~ O1 OD ~ ~ ,
II ~ l tD OD~ ~ `y, ~ GEORGE F ° / / ARRAR ~ - - - - - ~ ~ ~ - _
PMl 0765.8 N' - - - ~ . col i ~ , ~ - ~ ~ , ~ / ~ 7~. / _ , ~ ~ , ~
r ' - -P ~ , S ~ r - Y ~ ~ ~
_ _ ~ f0 .l I .U 5 _ ~ ~ % z ~ i ~ ~ l - -~r-- , ~ W w ~ , i
~ / W(~ N I ! / ~ ! ~I e , 0C e ~ ~ / ~ ~ ~ ~ ~ ~
~ I Ni O , / i / ' ~ ' ~ ~ U1 DD
~~p~y - r~,~ y.~s~Kl ~ ~ 11 ~ ~ I ~ n _ / / BEES FARRAR w ~ ~ ~ F , , ~ ~ ~ ~ ~ ~ ~ , ~
~ ~ o~s5xr ~ ~ END IX~NSTRdICTION - , -10-1304 , - im m / - os 3sls i ~c ~ ~ ~ Y5- a.ll+ ~ ~
600 ~ ~ ' ~ ~ ~ ~ i 0
- ~ P - ~
I ~ ~ ~ ~ ~ PIUI F ~ , , ~ , ; ~ ~ i
s _ Y5 - ~ ~ ~ o7s5.17 ~ I ~ ~ ~ I ~ ' Y5
Q ~ ~ ~ ~ rb6 1275 / PG 18 i I ~ i i ' ' i co m~" ~ r ~ ~ i ~ , ~~i
P/ ~ ~ ~ ~ ~ ' ~ St 05 6 ~ ~ ~ ~ I I! P/ -o Sf
all r~ _ _ L j ~ ll ' PLAN • S PRE PARED BY
_ ~5- + TS ta. l 2 , 46 _ ~ _ i I ~ ,ii i .5 ( 6 RT ,
00' .o~ rn ~ ~ r i r ; ~ ~ - 3 0' OG ' ~ F!C SIGNAL OSED TRAF PROP 8' ; ; RUrNIl1~L • KLEPPER & 30' KARL LLP 00.0'
~ - l ' ' I I i i i i ~ pp ~ r ~ ~ i .t3~ ~ ~ L- 109 A~ , 09 consulting englne~e~s
- ~ - - .~3- _ ~
~ . , ~ - .63 - 4 54 - - ' ' .63 , - , 5800 FARINGOON PLACE SUITE• 105
~ - ~ ~ i 8 I ; - - R - 614 .07 ~ ' 0 6l4 ~ .07 ~ ?RALEIGH. NORTH CAROLINA 27609-3960
-e - ~ o _ , I '
o ~ i~ r NZ i ~ R ' INCOMPLETE PLANS
_ l i~ ~ t l _ - ~ i ~ ~O ~ - i i~ ~ / ~ ~ ~ ~ i I ' ' SEE m NOT USE FOR R/W ACQUISITION ' SHEET ll ~ ~
NU ~ ! ~ i - / - ~ PROFILE. T FOR WN F
O~ RY PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION

I i __i I I - _ - _ - . a _ _ _ + ~ ~ + DATE: PROJECT REFERENCE N0. SHEET N0. , , _ ~ - -
+ I_ ~ I i _ _ - _ _ . - _ _ _ T 1 . , - - ~ !i _ - . _ ~ - ; r : ~ ~ CARP Ol -015 9 : ~ ' _ . _ _ ; , _ ; OCTOBER 2002
I i ! I 1 ~ i ~ ~ HYDRAULICS ROADWAY DESIGN
' ' ~ ~ _ ! ' ~ ' - ' ! SCALE: ENGINEER ENGINEER _ - i .
~ i I ~ t _ - r-_ _ I r _ _ - _ i _ _ _ - I ~ - I _ I r _ . I _ _ . ~ _ _ - - _ , I , _ _ - - _ ~ - f ~ - i _ 0 20 ao o CA CAR _ ~ _ , ~ ~H R0~ : Ali _ - -
7i 1 I I ? ~ L.. w JJ' 7 JJIQ rt~rq
I 'i i ' - I j - - _ _ _ . y ~ - _ - _ - _ - _ ~ ~ I - wQ~ » fQ » o,
I I I ` - - ~ { _ - - j i f , I ~ _ - _ . , - ~ . _ _ . _ - ~ ~ ~ ~ SEAL SEAL " t_- Vert "
_ - ~ I - _ I- t I I I; J ~ _ _ , I 18 " _ . , _ + ~ , ~ _ . _ _ _ _ _ 23982 181 r » » »
i i ~ , - _ . - , I » » » . c
- j _ ~ I t ~ - _ i i ~ _ t ' CONST.REV. .,,F,o ti»~
i _ _
f- { ~ ~ ~ I I i ~ I R/W REV. P.E. P.E. -
_I Y-~ i 4_, I _ --I i ~ ,III- ~ __III !I~- _._i I _ I-- t I r_ _ _ - _ _ , i _ $ ~ _t t~ ~ ~ r
I F f a - +_I _ - _ _ - _ ~ ~ _ . - - I, I _ ~ 1 _I r _ .
I ' - - - -I - T- I ~ , II i _ _ L_ _ ~ I,
_ _ i~._. 1 - -r _ _ _ _ i ~ I -1 + + fi ~ - - ,
r _ I ~ ~ I I ~ ~ I _1 ~ ~ ~ , _ I ~ ~~_fi . _ 'i
~ , I I I : _ - _
I i I ~ _ ~ - ~ ~ _ - - I ~ _ _ - f }
-rte - ~ - I _ • _ ~ - I , i i ~ I II _ _ T_, F - ~ ; ~ _ r - _ _ - -
' ' t i 1 rt~ _ . _ _ _ i- j i i t
i i I I~ i . E I - I i i - i - i I , ~ r i r _ _ _ i - _ 1 - _ ~ I _ ~ _ +
i I ~ i ~1i Iii I I i ~ t I I I, _ , + . _
, - < i I _ _ _ I _ . - _ _ _ I - F- r - - ~ ~ _ I 1 i I _ I t ~ ~ _ _ - I 1 I
_ ! ~ ~ i - - ~ - t ~ _ . _ 4
___'i i i i I i II I I I ~ ~ i I i E r i i _ ~ ~ { t_ ~ ~ ' _ -
i ~ ~ i - -_:_a - _ _ _ r- / + ~ i__ ' - j a- i _ _ ! - - - - I F-- I _ . ' ~ _ _ I _ E I _ - / - . _ -
iI , ~ t- I ~ i I - -i1 _ , 0 _ ~ _ -
- ~ , ~ _ _ , ~ I -F - ~ ~ _ - _ - ~ - ~ _ _
..i 1 ~ fi I . _ - - - fi - - - - - ~ +i t L~
~ - ' - _ a-'- - j ~ ~ ! , -
I ~ ~ I _ _ - - - i - _ - _ _ - _ f I , _ - _ _ _ I - ~ + , _ i n _ - ~
I I f i i I~- I I- ~ I , I ~ i ~ _ _ _ C ~ _ . _ ~ _
_i ~ r ~ ~ i ~ ~ - ~ - ~ r - - i -r _ _ _ - i ~ t- I
~ i _ - j ~ - . - - - - - ~ , _ ~ Y T ~ ~ a
a ~ . - i - - - - r - - - 'r -1 I ~ ~ - - I~ r - - - - } ~ _ r ~ _ . _ ~ i - . _ , ~ I _ I i
I I I -
~ ~ ~ ~ 1. - -
r fi- _ I r - i i I i i e
rt r I ~ ~ ~ ~ ~ i I l
I I { t r l I
t I ; I 1 I r C . - - ~ , _ ,
_ _ _ . , - - . ~ { r ~ r _ _ - - - 1 - - ~ r I i C i t i - ' i l _ ~ i i i
- r~_ - - _ _ I _ - _ . ~ -t - ~-I + t ~ ' it I i ~ ~ ~ _ . -
I . ~ _ ~ ~i -7 - - - - - - - - - - ~ i r } 4 ' 1_: _ - - - a i ~ ~ _ I
I ~ - _ ' I . - _ - _ _ - ~ I -
7 'f ' ~ ~ ~ I ~ f f ~ 1~ t {
~ I _ - _ _ . _ _ - _ - _ - , _ - - I - -
r r T -_r - _ _ _ r; i ~ _;i - ~ Iii { 1
~ , i _ r r i I _ ~ ,
{ ~ ,
I ~ ~ I _ _ r _ , Y--'
I - - - _ _ _ . _ _ r j ~ f I _ I - I - _ - - ~ - in ~ _ r_ ~ ~ ~ ~ ~ ~ - -rt- t
i E r- , . . , _ _ , I
_I ,~I ,i 1 nn _ _ - .~.1,~ _ . I - ~ ' i ~ 1 I
I - - - - i
- - _ . _ _ {-_j I ~ . - - Y i
i I i I ~ I ' _ _ - - _ - r r F- _ _ ~ _ - , _ ~ ~ --r
1 I ~ - I A ~ it ~ ; i _ ' _ r ~ ~ i `t i . _ r--_ _ - - . _ - ~
- ~ I --r I ~ i I i I _ _ t t i ~ t
I ~1 I I I I i I ' I I~ I - , - i I i i I t - rt ~ I
~ - - - - i - -T , _ _ _ ,I _ I _ _ _ ~ - - i - - _ I i ~ ~ l - L , - _ ' ~ I i I i I
1I! ~ I r i 7 { ~ I I i ~ _ _ ~ - -,I ' - ~ ;
- _ _ . _ _ r _ - r r ~ , 3 , 1 ,
_ ~ _ I_ _r 11 ~ r - 4 2.x!5 ~ ~ _ _ ~ , I, { - - I - ~ i i t ~ _
f f 1 ~ - , _ - f I ~ ~ ii - - . - - f t
V . Y - r - - ; _ { I F- ~ ~ ~ r _ _ _ _ _
- i-_ ~ _ ' - _ - ~ - I } I i t i t ~ a ~ j F- t ~ ~ I t 1
I
a I - ~ ~ I e' ~ i
~ . i i r ~ I I
- _ ; - F ~ - - , r1 ~ + + _ _
r ; ~ I _ i - - ; i ' ~ I i ~ ~ i I I ~I I i _ _ _ ~ I _ L _ _ _ i , r - i T i, i I I I I I o - _ ' ~ - r - - -
I. I I i I _ _ , I s~~_ r ~ i I
I 1 I- -r-I . i I _ _ _ 1 ~ f i - - I r i I _ I it
r ~ I fi I ~ I a~ r - r - . y
I _ I . f - ~ _ I-
_ _ _ _ _ - ~ - ~ fi_ . I I i ! i
I ~ -t ~ ~i-ter ~ ~ ~I h~T I ~ I _ i ~ ! ~ } ~ ~ ~
I II • i I ~ i I i 1 i ~ F ~ t i
I C~ ~ ~ - ~ ~ - ~ ~ _ t
t ~lp_ ~rtQ, ~ t ~ ~ I I ~ I 1 ~ ' - ~ ~ - _
i i ~ ~ ~ f ~ { I ~ i I I
I ~ I ~ ~ t , i ~ _ r _ _ ~ ~ ~ r I
fi ~ ~ -I ~ ~ ~ F
f ! i I 1 I , J, _ _ 1 ~ _ _ - . i i I I
I I I ~ ~ _ _ II i i, T.. ,
. ' i ~ ~ i _ 1 I _ _ _ _ ~ _ t t i i i f I t I C ,
I ~ I-- - i _ I ~ i ~ I - II ~ i T~~ I i f ~ I ~ J i ~ i -
_ ~ , 1_ I ~ r 1 I 1 i { i i i i _ - -r ~ _ _ 1 ~ ~ _ ~ 1_
f I _ ~ i r I ~ - I r . _ r I r _ ~ ~ ~ ~ ~ I i 1 _ _ - . _ - - - - I _ j t t r f---r-_ ~ _ , . -
i i ~ i Y _ } I I r_ _ - - _ _ _ _ - I - h r - ~ _ a , t- I i
} , ~ r ~ r _ ~ I r ~ r { I ~ I
;rt f ~i-, , ~ , ' I ~ R tit F t~ ~t t ~a - ~ t i -~t 1 _ +
f 1__, _ ~ _ I ~ , _ . t ~ ~ - ~ ~ - - , ~ : ~ ~ t T - r ~ ~ , - - _ , i i ~ I I ~ ~ . ~ I I 4 I ~ ~ 4t ~r`. r . ~ - I r ~ ~ i i
i ~ ~ I _hh
~ ; _----_1 ~ '--r--- ~ 1 r i _-r r-. ~I 4 i ~ I:. i _ ~ ~ -=-i.. i, r 'i i, 4 'i -1-~~~ 4 I i _ ~ _ I I I I ~ - I ~ _ - ~ - _ ~ i
_ ~ I I ~ 1 I _ - ~ fi i
i r- 4.. i ' i ~ I I i t I ii i I I i i _ _ - . I i
I ~ _ _.f-_. I 1-. I.. _.y_I i I I i - - 1 1 i ~ j r - _ , _ I _ _ - I . _ _ _ _ _ - , 1 _ , _
j- ~ I ~ i_- I I'- I f I - , _ ~ _ ~ i
} ~ I I, ~ ~ ~ I f _ _

_ ~ i ~ _ . ~ ~ , t F -i - - - ~ ~ _ , i i ~ I I _ I DATE: PROJECT REFERENCE NO. SHEET N0. _ ~
- -IY _ r _ - - i ~ ~ i - I ~ I t r _ r a ' ~ ~ - , ~ r. - CARY 01-015 10 r - r I t- ~ I f i i, r ~ ~ ~ i
it } ~ i L-_. ~ . , _ , ; I- - r . , _ ~ , , _ ~ ~ ~ ~ OCTOBER 2002 }r ~ - r ROADWAY DESIGN HYDRAULICS
i ' i i l ~ _ ~ Q LLa r I i' t_ 1 r ~ ~ t I ~ ENGINEER ENGINEER _ _ _ I 1 T _ . _ .
1 -I I I . , ~ i it ~ ~ I I i I 1 Y _ J ~ _ 'i ~ ' ~ ~ - ~ ~ ~I , ~ , . . ; o' zo~ ao~ CA o•''~ CAR
- ~ i I ~ ~ i i ~ I r ~ ~ ~ I ~ ~ i f ~ I~ i I. Horiz. ~ . 0 ~l' . 0 SSI .~q .
ESSIO .q .~+FE 4 F N N
1 i~ ~ i ~ II t. t o~ a __-r ~-t -_rt_ - i - ~ t r ; ~ ~ Vert. SEAL c SEAL '
- ~ T~-t T- - r-t , ~ r , I ~ ~ , , - - r . ~ _ ~ ~ 1 ~ + r } , i ~ _ . . ; - ~ . ~ - , . --r . , _ _ - -r- - 23982 w ~ 18181 i - - - . i . • • ~ r _ ,
r " • +
~ i - - _ - f ~ F ? CONST.REV. . FA ~Q; tiy.
_ ' 1 _ - _ - - _ - - , - - I I , , , ; , , -1 --r - _ , , ~ - - FN E. RO ••Nq H S'~.?.
I t _ i i ~ I ~ ~ ~ - R/W REV.
T t - it _ E - r ; ~ ~ . _ ~ - _ ! I : - - I ~ - - I - t - ~ ! ~ ~ ~ I, i ~ - _ ~ _ 1 ~ P.E. P.E. r ~ i a 'F t ~ - t- r-- I- f r I
i i - i _ ~ ~ ! i ~ i I I I I i ~ E ~ I I I
~ 1{ ~ ~ ~ ~ n
~ i L ' I { i f r - - l i _ a r- - _ -l - _ , i I - - ~ / r 1 I ~ - 1 - - - i - ' I
i, . i - ~ - _ _ - _ _ } _ , , , - a r_-. _ I _ _1-r-+ I ~ ~ -i- --1-_ _ , r_ ~ r I ~ ~ ~ D S G
+ ~ ~ ~ _ -
~ 4~ • - } I i
+ ~ ~ ~ . _ - t rt t~
'1. i ~ ~ ~ ~ . . _ _ - ~ ~ ~ i i rt I i , ~ i i i ,i -1 i 1
t - F ~ 7 - - ~ rt- rt ~ - ~ - -
r ~ _ _ _ r _ _ ~ - - _ i I , ~ . _t - , - - - - - r - - ~ I I 1 ~ f t I
- - i - i - - r___ _ - i r ~ - i t
i ~ ~ I t_ ~
i _ t ~ - - ~ t' , _ r i ~ _ - i` r ~ I ~ - - - i
i ~ - ~ - ~ - f,~ ,
- I I ~ I ~ rte- ~ - ~ _ ~ _ C 1
f i I ~ ~ ~ ~ i _ i i ~ i r r - , - i_ + ~ ~ ~ ; i ,
\ i i i, f E ~ ~
~ - 1 ~ i i i _ ~ --I ~ i , t ~ ' ! I
~ i i i i ~ 1 ~
i _ , - ~ ' ~ ~ I i i ~ ~ I I I I 1~ ~ ~ ~ ~ ~ ~ ~ i I I - ~ i I t . l II
i ~ i i f- _ _ - - ~ - - - ~ ~ - - i ~ , i ~ ~ i - - - I. ~ -r rr j r~ ~ ~ ~
a _ _ + i- ~ ~ ' I, fi r~- I, ~ I T I I ~ ~ I'
I ~ I 1 ~ i I - i_: _ I - r ~
- - - _ - - I- r _ ~ ~ i i i + ~ ~ - ~ ~ ~ I - , ~ f 1 r
i ~ ~ ~
t ~ _ i I ~ i ~ ~ i I ~ +
fi I _ r f ' ~ I i- - ~
I i i i ~ ~ I i .r- • e
I - - i i i + , - ~ j ~~1M SAP - lh 5 $ - _ - - - - + - ~ i
i w ~ ~ 4 } I _ ~ ~ I i ~ t f~- + - i _ , - - ~ i ~ i - ~ I ~ , I ~ ~ _ f I- - - i ~ - ~ ~ - I r ~ 1 , ;
~ ~ - C~~~ ~ F AFC IT,N ~f~U ; 4 i - I_
- i t I a
~ rt_ T - i I I - - r t t_ I r- ~ - - - ~r-_ - - i- - _ i I } r. ~ T ~ t f
- - - ! I t-- - - I I , - ~ ~
I _ _ _ _ --t, _ - - r ~ fi t _ _ ~ - r t
rt ~ ~ - { ~ ~ f ~ I _ _ - - _ _ - - - S ~ ~ ?
r ~ I rt X11 i I . I

v ~ i
~ - -
_ _ - t
1. _
i I - . - _ _ _ _ _ _ _ - - I, ~ 4 _ _ , t-- ' -r . . - ~ ~ } '
~ ~ I ~ ~ ~ I _ r - , - - _ r i~ r r- ~ ~ !r.- ! 1, . I ; _ , , -r- ~ i.. _ ~ i +
, ~ - -
_ . i ~ i i i ~ ; ~ ~ 1 ~ ~
- - - 1~ ~ ~ ~ i ~ ~ t i r ~ i~ ~ ~ i
r I 1 i i i i ~ I t- i ~ i . i i T
1 ~ ~ ~ i
-t ~ ; l fi ~ i r f t - f ~ 1 f T ~
t t ~ I. - - f _ - J 1 I ii I I r
I ~ ~ ~ ~ ' ,
~i i- ~ I _
1 r a ~ ~ ~ , ~ ; t , . f i
-i _ i i _ _ _ - _ . _ . - - - ~ r ~ ~ a _ ~ ~ ~ I _ I ~ ~T-. I -r_ , _ _ . i~ ~ I~
~ r I I + iI' - ' ~ t , - ~ ~ ~ , - -
_ _ _ _ - - - , I - ! - - - , - - _ - _ - ~ ~ -I ~ i I rtt I i ~ ~ i
~ ~ ~ ~ - Q~ ~ ~ ~ ~ ~ i t- ~ i - - t i I i
I - 1. _ i ~ ` ; - . ~ _ - ---..r I - ~ ~ r . ~ ~ -r- E i-I r~- l ~ ~ I I { I + ' ~ ~ ~ r I ~ r
~ + ~ 1 ~ ~ ~ ~ ~ i ~ ~ I ~ i I I ~ - I I _ , ~ i
- - l - i _ _ i-I ~I i-~ I _ ~ _r - - ~ ~ ~._t i- T ~ --rl C- i i 1 ~ ~ I I_
i i ~ I I i i ~ I ~ i i ~ ~ ~ i i I I I
I ~ ~ i ~ ' ~ I _ t ~ ~ ~ _ - ~ - _ i - r-.. 1 ~ F. I I_T-_-r. T r.... I ~ ~ r I r I ~ ~ - i.. ~ ~ _~_t , C ~ _ i i.
. ~ I _ ~ r i ~ _ a _ I~ _ , ~ ,-t-- - r ~ - j it ~ ~ ~ ~i t i I - _ _ _ l
i I
II i ~ i 7 ~ ~ ~ ~ - I _ _ r I
i - ~ I - - - 1 ~ i~
i i ~ i
~ ~ 4 ~ I I, - - - -
~ I f i ~ - t - r - . _ _ _ ~-ter i I i ~ ! - f -~__t i I - t r---
I Y T I ~ i i I
{
~ ~ ~ ~ a 1 I I _ ~ i - , + - _ r i I ~ - ~ ~ I t ! _ - III j-- , - t-_ ~ I I ~ ~ . } ~ i t ~ ~ , ~ I - r t , ~ - ~ i ~ ~ i I ~ ~ I ~ I ~ a _ I . - i f i i i_ t
• C i i ~ i - , i I ~ i ~ ~ t-' - i
~ _ i i T - i - ~ {
i { i i ~ i i i - i t _ i
~L
I ~ i ~ i I -
1 - - ~t r I, fi i I 1
~ - i i , l _ - - ~ 1 r i t ~ ~ I- _ ~ 1 i t I_ - ~
1 i t i ~ ~i
i i I ~ , - r _ I err 'I -r i + ~ ~ ~ I i _ I
I . - 1 ~ ~ ~ ~ I t ~ ~ i ~ I i ~ ~ t ~ ~ ~ f I i
i~ ~ _ ~ ~i - I _ I r; 1 ~ is}~ 'i 1 - I rr r! I r I I ; i
I I
- a ~ _ I ~ ~ i _ 4 ~ r I ! ~ i
+ ~ i , ~ i I ~ _ . ~ ~ . T ~ ~ ~ ~ ~ ' ~ - - ~ ~ I ~ ~ ~ ~ I t- - - ~ - - t_ ~ '
i ~ _ ~ I } _ ~ _ - I I
- _ I i r, , , ; ~ _ - - t-; i - . - ~ ~R~I,I~IINARY ~I,ANS -
I rte- t 1 ~ 1 ~ - - f I ~ _ _ - I ~0"'J' C;~Q's ~'(~R 1'oi~;S"PI~C'("~ u~:v _ t I ~ ~ - i r
v

' . ~ i ~ - _ - f ~ , ~ ~ ~ ~ - ~ ~ ~ I ~ _ ~ , ~ DATE: PROJECT REFERENCE N0. SHEET N0.
~ - ~ I i - I i i IF , , _ ~ -i 1 . - I . I _ _ I I _ , , , . ~ - ~ - a- I ~ pCTOBER 2002 CART Oi-Oi5 it 4 ~ ~ I
_ _ _ - - - - I I . r I ROADWAY DESIGN HYDRAULICS
I } t I I II I I SCALE' ENGINEER I ~ r~ _l _ I! I ~ r - ~ ENGINEER I I~ - i I - - I
I _ _ I I I , ~ ~ , - ~ - _ - _ - , _ _ ~ ~ r- I - t , . _ _ - - I I ~ I II ~ I _ - _ - ~ - _ _ - - _ _ _ ~ _I_ I I . , - ~ 1 , ~ ~ r I ~ + ~ o' zo~ qcr CAR CARD
- I I i I - - - I I i i i I N - I_ T ~ I + i I ! Noriz. ~ : ~ SSI ••y4 ~ ~ (p SSI 9
, I I I • ~ FE ON • ~ : F" ON , I • - - - _r. - ,
I _ r. - r-. I ,QQ l w QQ l w ~ I - - ~ ~ y I i { - - ' ~ - r~ ~ - I ~ ICI o, Q , » , ; , , t - SEAL S
I ' I _ , I I I _ Ii I III I _ . ~ { _ _ - - ~ - . - - , , ! , - I I . : - I II I II I I - -l - ~ r I - Vert, ~ ; ~ ~ I ~ , -1 , : ~ , ~ ~ - I, - r a _ , . 23982 " 18 81 - _ I i
I I I I I I 'I i I , r . . , w . • : • • : i : w • • ? s , I
t I II ~ { I I F I ~ _ I - ~ _ . ' , . _ I , + _:-1 I - I : ~ •FN ~ : "FNGI NEE."• t r - ' ~ _ r ~ I -r CONST.REV. .,F,o w : T 1.:
_ I - , ~`t I ~ 3 t 1 I _ I I I
I l I I I I ~ I I Riw REv. P.E. P.E.
~ 1 - i I { I I i I I - - ~ -f I ~ 1 ~ I I - ~ -
~ I I ~ fT ~ 1 I I i ~ r _ _ I I ,
~ I f I I I _ ~ , , . _ _ ~ I - I I - ~ i I I I I I - - i , I _ : ~ I i i I ~ i i
~ I it ' r ~ , ~ ~ I T _ , li - - I _ i ~ , ~ V I -
1 - - - - --t i _ F _ ~ , , . -r-
II - ~ _ r _ I _ : _ ~ . _ - - -r- I - - _ - ~ ~ _ : _ L . t ~ . -I II , - - ~ - I I fi ~ ~ ~ ~
I I r i I I I rt- ~ I ~ 1 I _ ~ I ~ ~ a
r I I t { _ _ _ _ ~ _ -,-1 _ ~ _ , I _ _ , _ I _ _ ~ ~ ~ ~ I ~ I I
t t I ~ I a _ I I I ~ _ , _ _ _ I _ i II ~ ~-f t ~ I fi I f I
I I I I I I I ~ ~ I I I ~ ~ ~ _ , , I I i r_ _I, ~ ~ I ,I - 1I- - -
I I I ~ I ' ~ f ~ _ ~ I I I I I I I ~ _ _ _ , I t - - I rt ~ t _t I ~ f I _ -
~ , I I - 1 T I I L I I - I ~ ~ , _ _ _ - _ I - _ I - - - - t - I - - i i ~ -i I I I I ~ i ~ ~ ~ - - , 1-~ - , I _ - ~ I fi ~ - I - - - I I
I I i I I I I I i I ~ ~ I ~
I ' - 7 I ~ I - - - ~ - I I I JI ~ 7 I I I ~ f ~ I~, I ~
I I ~ I I i I _ - I - , II , I I r.. I - _ 1 - - r.. F-r ~ I ! - - ~ - - _ r~ _ _ ~ _ I s _ ~ T t
_I 0 I ~ ~ ' I i I I I f
i I i I , ~ I a ' __I _ _ _ _ T . } I t I ~I [f I _ _ ~ I I I _ _ - ~ ~ ~ , 1 I ~ t ~ - , ~ r '
I ~ . ~ 1 ` - ~ i ~ Y I ~ _
- - - I I - - . __-T w _ ~ ~ - I ~ II ~ - T , t + i 7 + II I - - ~ I t ~ f I
I~ I _ , _ - _ - a Y~ fi-- ; I i I ~ I r- j
~ E - - I II ~ _ . - . - i - ~ - - - - - E ~ , ~ ~ I l ~ I
I I ~ I ~ I ~ - _ _ . _ - - I - - _ _ - - - ~ I i e ~ I f ~ I I { II{ ~ ~ ~ r ~ ~I
I I I f I j , - _ I I . _ r i _tI_ - rt - t- - I I ~__I ~ ~ _ - ~ fi 7 ~ I ~ ~ I ~ ' 1
I - - _ . - ; - - - t _ _ - ~ L I I I i~ I i I
~ E ~ _I r r ;,-r _I- i 1_r i- i-- 1 i_: r rt__ ~ - i I t__.-t I I i, - t--_-~ i._ / I I I I
I I I I _ _ _ _ I _ -f ~ t ~ I t t ~ ~ { C I ~ ~ ~ ~ i
I . I 1. i T ' I ~ 1 I, 1 I ~ „ , t ~ I I I I ~ ;
i II i ~ . r ~ ~ I ~ ~ i 7 i t I I I 'I
~ , II , i I I L L ~ i
- _ y F r~ i ~ I f _ r ~
{I ~ i f ~ I, r i _ ...E ~I -~I ; I _ r a - . r~ ~z _ I - . _ I - - I I
, ~ , Y ~ . ~ I I I i
, , , I I I I ~ _ . - _ _ , I r L ~ - - - - _ - I
- L I ~ I ~ i 1 - _
' ~ I ~ - . - . _ I _ - _ - - ._I-. _ - - _ ~ I ~ it i I ~
I I I I _ _ ~ I _ . - _ _ . _ - _ - - I - _T - I _ - - I I I J i I - ~ -
I I I _ _ - - - - - I I I
- _ _ I t ~ I ~ I - - - - - _ - _ _ _ _ I _ _ J_ _ - _ _ _ - - - - - - II
I r ~ - , 4-' f- ~ i _ it i~ t - ~ i i : I I L
~ I ,.t, 1 ~ -I~- r- ~f ~ _ - . ' ~ i 1 t , . - ~
0 _ _ - - - ~ li I ~ I I I ~ , _ _ _ ~f r fiIt ~t~ 1-- - _ . , _ _ r_ _ - r-- { I : +
I I I I - - I ; _ - - _ I_ - - + - - - - I - - - - I , f
L I Pl Il ~4 1 - ~ - - ~ ~ 1 _ I I l 1 ~ _ _ ~ { i I
, , - ~ - - - L 4 t--I _ _ ~ I I I ' i _ 1 ~ ~ I I I
1~ + - ' 3 ~ ' - _ - - - - - - - ~ ~ I - - 4 - ~I I t I I 1 _ - - --r- ~i
I ~ _ _ II i- i_ r I - ~ - - i I ~ K 6 - I I~ ~ _ ~I I I - - _ _ _ ~ i I ~ i i
i T ;
I . - _ _ _ - - - _ , I ~ ~ . I - - - - - - - - . ~ ~ - I - . - I ; I ~ - - - _ - _ I _ _ _ - - - I I ~ i I 'I i i I I~ i I I i e ~ I I _ I 1 + I I I ~ L i I I i ' ~ I ! i
~ I I ~ r i ~ , i - - -I' A 11+ 4 I _ I ~ _ I ~N~ ~ - S I fi - ~ _ _ - I-- ~ _t - i---i - I - _ -
I I I II~ I * I
- 1 ~ I j I L ~ i - _ ~ t I - 1 , _ - ~
~I I ~ , I ~ - - - _ - r- _ _ F.L.- - -1 , i ~ ~ _
~ I ~ , , ~ I I _ ~ + I I. - i IF. r-- ~ I - - ~ i { i i i i I ~ ii ~ - t ~ - ry'- i - a + C-
I , " ' - - I I ~TA3 ,II I I ~ r' - - ' _
~ i II I _I , 1 , _ - - - - - _ - _ II i - ~ - ~ , ± - ~ ~ I I _ , - - ~ I,- _ _ _ ~ - - I ~ ; ~ ~ i L
~ - ~ . ~ I I I I
I t I ~ I I I I I I I ~ : - 1
I I I I I I II T ~ I iI--r I I t- _ -a I ~ I
i, , _ _ _ - . I -G _ I I ~ ~ - I- - - _ - -I. I , - ~ r iI 1 t ~ I _I _ _ . ~ ' I~ , j_~ _ - I ~ ' r p a
,1 , , , I I I I I I ~
- I I 1 ~ I • 1 f I I / I I I ~ ~ ~I 4 - l a ~ - , t I - - ; I
f I i I I ~ I i i i I s I ~ - I - ~ - I - t ~ I ~ r I
1 ~ i I I I i i I i
I I _ , I I I - ~ - - - - I _ _ - - I-~- -r-} r I - - _ . - - ~ ~ I I I I . I I ~ I t I _ 1 _ _ ~ ,-y ~ i , - - r ~ I i , I - ' f
I , I } f ~ ' I 1 T ~ _ I _ II I ~ I - ~I ~ fi I -j ~ _ _ ~ I ~ T, Itfit ~ E I _ 1~ I ~ ~ I i
~ _ - - i - ? T- . -I ~ ~ _ I - - ~ I I II I I I I I I I
I i ' I 4- - • a - ~ 1- I ~ . , ~ - i - I f_ I _ - I t ~
- . . i _ ~ _ i ' Y--. I I I , , - I _ ` , , - I ~ ~ ~ I I I i I II I~ ~ t I ' I i-
, ' ~ f i-' 1 - i - ' , , I, ' I I - - I ~ - - L I I _ I -i - 1
i I I ~ I I I ~ 1 i ~ I I - _ I - - - ~ _ , . ~ . - i - , _ i - _ j - , - , r r , - _ - ~
II ~ , , ~ - ~ - { - ~I a I ; I
_ _ - I I ~ ~ - - - - I - _ ' II _ ! ~ _ t I i i '
I I I I i I I I ~I I i i I I I ~ - - - . - ~I-~ - I, { r-I , L } 1-' E! 1 4 I ~ i r- - ~ ~I , I ~ - - ~ ~ I F ~ I I -
I I i t : ~ _ ~ _ - ! - - - I i . _ , C ~ f ~ I a i ~ I - - - a l l I , , _r - I _ i - ~ _ , - , I i , - I ~ i ~ ~ -1 ' I t
I I I~ I I 1 : { 1 -t I< _ I ~ r t - r _-_I _ ~ - I ~ i I
~ I I I I _ I I I I I I I
_ _ I r ~ - - r I ; I I I I I ~ I ~ I~ I I _ I I f Y~ t - i I I --I I ~I, r I r - _ I~ fr , ~ _ i - _ , ~ I ~ i _ -t I , r ! ~ I - -
I I I i I -II r- ~ , ~ . _ I ~ II I C I ~ ~ -T I - _ ~ i I _ ~ I L
T ~ i ; - _ I ~ I I I I I I ~ I I - I -I I I - ~ - I _ I ~ I _ ~ --I II 1 ~ ~ r
r I r I - I I, ~ ~ L ! I I I I t T ~ I rT ± y~ I t ~ i ~ i I- { ~ I ' t I I ~ i
; _ _ 1, _ , , - i--~i I i - _ I j t I- r - I ~ I ~ I I I I I , + r i I I i ~ ~ r- fi~ 1 I ~ - i i I , 1 t j fi-. I, i I ~I- r~ -t- f-~ r ~ r f- I 1 J ~ I r fi: t_ . ~ I 1-- _ _ t- r ~ ~ 1 L _ ~ i
I _ ~ II t -
r ' I ~ I - ~ r- ' - I - ~ r I _
I I I I I I ~ I I I ~ ~ i I - I - -I _ _ - ~ I I F- ~ _ I I I- r _ I r
r ~ i 4 ~ I ~ _ i ~ I I I I I I I _ I I I E f I I I _ i t I I I II ~ i i
I i I I I ~ a -I I - - i~ _ I L- - - _i --I I I
4 I I I _ _I ; I I I ~ r - - --1 _I ~ I 1--~. ~ , ~ I I _ ~ 1~-~ + ~ I 1 r I I I II I I I L I I I f ~ i i~ t r--- . : 1~RlEL~~~NAIf~~ ]CLANS I _ , - _
~ , --1- I _ I I ~ - - r I I - i ~I _,-1 ~ ~ •c, b i Q19N i I ~ ~ + 1DT,~~fL - - _ . . ,
I I I I

~ ~ ~ T - , 4 - 1 ~ ~ Y ~ _ , _ ~ - ~ f { - - ~ } - ~ I-- _ _ i I t - - ~ A T E: PROJECT REFERENCE N0. SHEET N0. ~ ~ 1 i i, I i
t i f 1,~ ~ ~ . , I ~ ; CARY 01-015 12 1 - _ . , - ~ .
~ i ~ I i ~ ' t I~' ~ I ~ ~ ROADWAY DESIGN HYDRAULICS
_ . ~ - _ 4 i ~ _ ~ ~ I I i , F - I it - ~ 7 - - - ~ - - ~ I i r SCALE. ENGINEER ENGINEER
r ~ -r ~ F ~ - -T 1 i ~ ~ - I I ~ I I ~ i i ~ . ~ F 'i ~ ~ 'I ~ .-r I -tom - - - ~ ~ ~ ~ - I i I ~ ~ ~ . 4 ~ ~ _ - - - ~ ! ~ o- zo~ ao~ o'' CAR o'' CARP 1
I~ i ~ ~ ` i I F -r - - ~ ~ } I , ~ + ~ ESSI q : : ~ FESSIpN •»,q :
i - - . - t ~ ~ ~ ~ i _ - i - - - - - I i~ 1 ~ ~ ~ i I ~ i ~I
I ~ I _ » . _ _ - ~ I ~ ~ Vert ~ SEAL ~ SEAL - • r r I ~
- r II ~ _ ~ Y ~ ! i } - - E - I 239$2 ~ ~8~8~ » ~ ~ 1 - - i A . , . » • , it _ _ _ _ ~ i
I ~ ~ _ - - - ~ ~ _.._r _II. i I » ? . • • , ~ , r ~I
-II. i --1---- - ~ i i I ~ i + ~ ; T-- - ~ ; '»•»y Ull\1.~a•'• : ; ''•s, ~ll\ ~~a•' ~ i I ~ ~ , CONST.REV. .,F,o ti,,r
I i _ ~ i t rt I i i ~
I i - - _ - _ _ ~ _T . _ ~ ~ , . R/W REV. P.E. P.E.
1 ~ _ _ ` _ _ , {r f
~ i - p,~+ _ _ T ~J? _ _ _ r ~ , i i ~ ~ t ~ ~ f
i ~ i i ~ _ I
- ~ - . _ 1"' . ft~ 0U X45 .$6 ~ . ~ , - r - ~ ~ - - _ ~ . , - 1 I t
_ i i i I ~ i G i i
- - ~ - I ! _ _ - _ - ~ ~ _ I , _ }-r-} -'r_ , _ f - ~ ; j ~ ; _ , ; ~ - it - - ~
_ - - _ - I r 7 i ~I I I ' I ~ i
~ _ iii. _ - . I- - i ~ ~ r- i_ ~ , 1 i ~ I - i ~ _ , - - _ ~ r - - f I I
i . , _ ~ i 1 ; ~ i ; L
. + _ _ - _ rt _ - , ~ ~ o, r - ~ i ~ a j _ i ~ ,
i _ _ _ _ _ _ _ - - ~ r- _ - ~ - - - - 1- t iii. I ~ _ _ . + i I i i r I I - }
i, I_ ~ _ _ - - i - - ~ - . - - Y + i _ - ; ;
T rt _'F__ ~ _ a ~ t _ _ . _ . _ --7 ; - - - r I _ _ i- - -
t + 1 _ - ~ I ~
_ _ ; ~ i _ _ . - - - - - , - i- ~ ~ I is 1 ; ~ ~ ~ r I I ,
- _
~ r ~ , I fist I ~ 1 , r_ T F_ I r ~ F i
~ r ~ I - i ~ ~ I ~ -i ~ , i - -
_ fi } I i , i ~ - ' I I ~
_ ~ _ _ _ _ ~ , _ ~ I - , _ _ _ - - _ _ - . - - . _ - - - - _ G - - 1- - - f i ~ ~ I - ~ f -T I ~ ~ ~ - ~ ~ I
_ ~ ~ ~ _ f L._ - ! i ~ _ 1-
_ _ ~ - ~ _ - - - - - - _ , I - ~ _ ~ ~ ~ ~ I r ~ I - i~ t- I ~ r i 'i, i I i i j i I I, I i ~ ' I
i i i _ _ 1 I { ~ ~ ,
- I - `t ~ i - - . _ . _ . ~ ~ ~ j I , f ~
_ ~ - _ r ~ ~ i
~ _ _ I - _ I- ' _ _ ~ ~ ' 1i
{ _ ~ r - . . . - - - . _ r - - _ , r ~ rt - ~ ~ rt -r ~ - ~
_Y ~ ~ ~ t i 7 ~ - -r . _ - _ r , _ i
i i ~ i
_ - i _ _ _ _ - - - - - - _ I ; _ . _ t _ ~ ~ I _ Y i I
1 - - - - - _ - - - - - - _ - i . - . . r - ~ - , - i _ _ _ ~ - f ~ f.'~ t ~ I
~ _ F F '-r-_ r ~ , i - _
- - _ - _ _ _ - - - 4-... _ . _ i --r_ _ ._r-.. . i r _ _ _ - . - _ _ _ _ r r - i I ~ , }-t- ! - - ~ ~
-.I - a--. ~ - _ . r ~ _ ~ ~ - - - -I i - TI I -r - t _ _ i ~ T ~ i _ - - -t
i I i i
- - - - - _ _ _ _ - - , _ _ _ ,_I_~. I t E - - . - - _ , T-_ r_~. - - _ _ 1 _ {
_ _ I _ ~ Y _ _ - - _ ' - ~ ' _ ~ - _ - - _ _
- - -
T , r - - t - -T . ' ~ - - - r- fi_ _ _ j i -
- - - - - _ _ - - - _ t - - L ~ r ~ ~ ~ _ _ . ~ _ . _ - _ _ - T , _ _ - - ~T ~ - - _ - - f _ r~t ~ ~ ~ . T L r ~ t 4 I 1 r F_, _ . . ,
1 i ~ ~ ~ '
i ~ r ~ i i ~ - - - - _ _ . - - - - - 1 fi - I, -
} t i + I ~ ~ ~ + I _ - _ - - - ----t - - - _ _ _ _ r - - - 1-t I ~ -t- + -
~ _ - - ~ r} _ - _ - . _ _ -f - - - _ _y- - . _ _ _ ~ i
- _ ~ - - _ I i _ . - ~ i a. ; _ _ _ i ~ -
- - - _ _ _ _ - _ , - _I - ~ - - i _ . _ ~ • I I i' i }
I ~ - - i - i_ - - - - ~ ~ Y ~f _ ~ ~ , Y I
i r ~ ~ f 1 ~ - ~i i. l
I ~ ~ . _ _._I ~f._. _ _ ~ ~ _ i_. _ _ _ _ _ - .__-~r_ I 1 , i
I - _ _ - i
F . _ _ r , II _ _ - - i~ i,
- - _ - -f ! f _j I t__ - r _ . _ . _ - _ _ - - r - ~ ~ {
I _ ~ i t - - ~ 7-- - . , _ -I _ , - -

~ I fi _ ,1
1 .~51~1 ~ _ - - _ . _ - _ . - - - - _ -1_~ , E 4 ~ _ , _ - - . _ . , f ~ -1-~~ - _ - ~ . - _ _ i - i _ _ I I - +
_ _ _ r, I - - ~ t ~ i _ _ _ I
- { r _ ~ - _ i _ _ _ _ ~ -F - - I _ _ - , ~ I j
i ~ I a _ I- _ - - I _ ~ ~ _ _ - _ _ i
- _ - - _ I + - { ; i
1_ ~ a _ - - - i - _ _ i I ~ ~ . - - ! - _ i , , L 1 ~t ~ - _ ~ - r ~ - , - ~ I I , 7 ~ ~
t _ - - _ I i I _ _ t ~ G +i T _ ~ , . - . _ _ _ . - - _ , i t i - , . ~ _ I
; .
1 _ _ _ i - - - ~ r_ ~ I _ _ . _ _ _ - - i i ~ ~ t 1 - ~ f } ~ ~ ~ r l ;
6 _ - - - _ _ _ _ - - ~ ~ - - _ , _ r _ ~ i ~ r - - - - _ _ I ~ I I i I _ ~ ~ r
- - : + -
_ _ ~ r_ ' - r S - - - - I h _ i I - ~ ~ ~ f. t ~ I
C I E i r - , _ i - _ - _ I ~ , ~ _ ,
_ i I i L
i L- r ii ~ _ _ - _ - - - _ - _ - t ~ I - - - I t ~ 1 `~I? i - ~ - I . ~ _ t - _ i I - - r -f_- i
- - r I r ~ i- _ _ I _ - - - - r_ _ r i i _ , . - _ t- ~
. j ~ t I ~
i i ~ ~ .
j _ _ . _ _ __L- _ . ~ - T . , I - I
I i - - 4 - - _ _ ~ _ - t i--- { _ i - - i ~ , ; i
- _ _ - - ~ I i - - - - - _ ~ - y . r - I - I F . ,
_ ~ t l T. . - _ { - _ i
I -7 C - - _ . _ - _ _ - - _ - - . -_l - - - . r- --I - _ + i , I , ~ ;
i _ i I ; ~ ~ i t ~ T - - I ~ I ~ - - - _ + _ ~ ~ y 1
_ - i- _ _ _ - . r_ ~ ~ ,
t ' -I i ._T _ A ~ _ - - t ~ ~
I
I, L- _ _ fi i ~ _ I ~ - ' ~ ~ ~ ~ ~ i~ i ~ ! i fi-. ! fir- 4- - 1i i rt- ~ 1 ~ i T- } ; I ~ I
i t i i t t 1 j f _ - - - , ~ I i _ - ~ , - _ . _ - ~
~ T i t~ ~
~ t r rt ~ 19~ - _ . - - r- -t ~ +
_ t - - _ I i - i ' ~ I l_ fi I _ _ - - _ - i l ~ _ ~ _ I)~J ["SE I~OR I'oN~'PI~UC"V'~~N
F _ - _ i, ~ _ _ ~

PROJECT REFERENCE N0. SHEET N0.
l- l 5 CARY 0 0 5
,,„~r TOWN OF GARY ROADWAY DESIGN HYDRAULICS
PE ENT FILTER SWALE _ ~~a~!: ENGINEER ENGINEER
AIL , v~ _Q -
LATERAL DITCH DETAIL _A c Not t el TAIL BASE DITCH. ~ - : o ~vq . ~ , of ~Vq .
Not to Scale) U' - ~ ` b _
' 1 Fiu - - ~;~~~J---'~ i, Natural 1 Siope Natural Natura] ~ uiC~ z o' 0.5' ~ , , , , SEAL ~ EAL ! ~ 40 20 0 40 80 S » < ~ 25523 ~ " I
Ground 3. ~ I'/Ft. Ground ~ .A n / p 2,. Grou d - i D -L - 24+89.58 ~ - ^-C~ ~ ISIS ? ~ 2.0~'-~ -n 3.0' ~ n-0.05. n=0.06 ; »
Min. D = I,0 Ft. B_ - Min. o = I,o Ft. 297,38 Ft,LT, LENGTH OF SwaLE - "»NCIIdEE."" ";FNCIW~~" o
B = 2,0 Ft. B 1 ~ ARPROX.50' THEN PLANS qN K"Ep '•••~N ~11~•° { UNDEFINED CHANNEL '+.q»,H, S",.•
- t ' b = I_.0 Ft. i u. ~ ~
-L- STA. 25 + Bb LT -L- STA. 24 + 5 TO 5 + 60 LT _ ; . r % - - f ~ 9 S -12.48°l0 - L 25 18,87 v t
_ o - ,~,~~r ~ 303.88 Ft,lT, ~ ~ 5-8.00/a _ i' 4 1 ~ o I
~L., o rn 1 r, ~ i ~ I O
i ~ ~1~~ ~ I - / ~ BASE DITCH rJ ~ j
DETAIL ,,A„ ~ ~ ~ ~ 1
~0,~~? i °
a, ri I:x~O ~ "~~V~
~ i~ C) I ~ rl C, ~ ~ ~ i
- I ~~z°tl~ ;,I: I~ ~ ~ i ~ P~ j =
Nf i= I ~
' DEMOLISH EX/SIT1 t ' Nirl' t ~ t1 13tN sV ``ANDERS E N/'r i~LYDETTE DLiTi_ER PIN 0764.05-07-6762 ~ I
hIN urE,4.o~a ~~~-~IIU 3 i .HOUSE AND RE E ~vr~ ~or~ls ~oNFs DB 67g2 / PG 296-~1 ,r,, ~ ~ PiN'0764,05-07-b567 .S ~ UB 7' I. 8 61/ P„ L~b~ ~ ~
_ ~ i ~~,~iJr3CY tt,f1NS EARNETT DB 14'3 / PG 304 ~ ~ 1 ~ ~d/,
PiN 07.6 x,0.9-G7-6226 ~ Z i -L 0.00 DB 14~ ~ I ~ g F 11 Ft LT ~ ~ & KIM R. TEAI_~'
70A0 .00 ~ 5.1 TONS CL. B RIPRAP ' N - + I ~ i D / PO 1255 ~ f - i RIPRAP _ - i N,~F _
~i i o -L 23 70,00 I u ~ W/7.5 SY FILTER FABRIC - - ~ Bt Sto 21+51.45 us 866 ~ PG i~~5 E ~ ~ARU~~~N ~Ai~FY HFi i N W .R FAgRic ~ L PCSt 26 97.99 ~ P1N 0 E' 4 ~~~-~Ob &~00~ ~ ° i
' ? r' 0 60,00 & 100A0 Ft. LT. ~ -L- ~3A0 ; ~9 ~ ~ ~ 7 .00 F7,LT, 4 L- 2 ~ 0 oIN POC to.29+35.06 flhll Lt! I ~e r> ~ 4~~ ~ Pc ~-r2 °
y~ _ ~ m ~ 70A0 Ft,LT, PERMANENT FILTI . 3 ~ tiANENT FILTER SW LE ~ ' ~ I
'z LATERAL BASE DI i G~ ?5F0 RAL BASE DITCH ~ 4 =
~ -o - SEE DETAIL D 3 ~ o DETAIL D ~ ~ NiF ~ ~ r
'i ~ a -L - 25 f76~7 '6~7 -L- 27+50,00 ~_FROV T KERSEY ~ ,r~. I, PIN i~7b4;U~-0~7 7930 55,00 & 65,00 Ft,cT, ~ _
~ Ish~ i I N N/F 45,00 Ft;LT, -L- 26~ I -L- 2l+ ,pp -L- 23+OppO ~ ORGY EvANS BAPNETr - ;cr, -c- z6+se"oo ~ ~ ro37 P~~ ~r i % -L POC Sto.29f38.54 ~ _
45A0 f ~ s PIN 0"I64,09-07-b45A ~ 60.00 & 7o Ft.Lr, 6o,QO & 70.00 Ft,Lr, _ , ~ i -L 29 42.39 ~ ~ _ _ _ ; Y POT .10+00.00
DB 1~54E- - i ~i: L- 6+50,00 ~ E L 24+60 ~ ~ 6+50,00 ~l 45A0 ft,LT.; ti , i 70A0 Ft,LT. iJ, ~ ~ w i _ N%F
i -L- 22+60A0 ~ 5.00 & 70A0 Ft,LI -L- 2~+43.87 I Pro sed -L- 3+95A2 70.00 Ft, Q A_ GARY FIRST UNITED ~ ~ ~ ru 3 ~ - - ~ L PT Sto. 29
x,60.00 & 70,00 ft,LT w -L- 25+60 m 45,(~J Ft1T, I _ _ f! 5 Sldewolk 45, Ft,LT, m ~ a5s.zo i L 22 9.80 , 45,00 Ft T, ~ x -L- 27t02A8 isr~D ~ ~ ~ i CNUR~~I OF ~~HR157 ~ ~ ° ~ ' 3 ~ s ~ PIN 0?04°05-06-8195
145.00 Ft,LT, ~ ~ ~ INV 0 T=45 .3 ~ ~ 45.00 Ft,LT. ~ b ° ~ ~ - +0.52 U 4 / h'~ IiJ4
PDE p ~i ~ I-~ isF3~ y, _ _ ~ ~ F ~ v ~ - 27 f69 ~ ~ -c- 29+4o.8r ~
/ , g Ico ~ ~ `FI ~ ~ ' ~ RIV~ NDrNE ~ ' F ~ 5 ~ E ce E o~ p E .6T - + ' +55 3 ouw~ ~ -L- 28+46,40 ,00 FtJ1. L 29 40,B ~ °
~ , ~ I ~ ~ , A ------rk~-~ ~ _1 _.-~----I- - ~ ~ F ~ 45.0'0 Ft.Lt. ~ - ~ 45 Ft T" - - I 36 ~ E 45.0'0 Ft,LTCGNe ~ ~ i ~n & cRav~t - ~ ~ -
~ - - - - i M ,a, j ~ ~ ~ ~ ~ ~~-T . . , ~ .~~wc _ 1 -L- 30 50,00
d y T - - - - _ ~F<r y Ta ~ , ~ 61. - F rE~ ~ ~ I ,00 & 6 ,UO F>`,cT, - 6~. - ~ ~ ~ -L 31+80
J ~ rl
I ~ ~ U~~ _ , ~ inv.-q~ ~ _ - B - - - - I ~ I rd iF ,iNb -4t ~ ~ N~-461.3- kiA s ,~f'~nT - - - - G } I ~,OSF_~~ _ `7 ~xt - - - i~ RLI~ - - ~ _ - - - - ~ MOW€ ~~3- , - _ -i ~ - - - w~~ ~F~ ~ ~ s - _ ~ ~ r ~ ~ - - - _ ~ ~ ~;a~~ - , ~ _ - EGIN RE AIMING ~F :
- _ ~ - J ~ t+11, 4e2.2L- ~ ~ - ~ ~ ~ _ - - - - - - 0 - v - - - ,2~ ~ ~ . _ - - - - - - ; ~ _ ~ W t 17 - _ ~ , ~ ~ , , : ACC L a. 3 5
I I~ P~~ltil',=-`1o1.3`i' viN _4t,i.3`a' ~ ~i i,4 f~..t~~, % - ° ' _ ~Y/iIYJ IlV/W iwv.=~qs3 ~ - ~ REM E oM€3 ~ t _ - I _ _ ~ _ - . > r NCDOT ST , 842,02 - -
ill Ro. s.R. ~ L_ _ ~ ~ ~ . ~ - - ;;;„F~ ~ ~ ~ roe„ L 31 5828
_ _ _ - - _ _ _ _ ~ EVANS RD. S,R. 53 R/W VARIES IPJ~3LIG ~ RAW - v _ ~ 45.00 ~'t1T. ~ R/W ARIES (PUBLICS _ - _ ~ .6` r ~ _ ~V~
i - - ~L _ _ _ RETAIN _ _ _ _ ~ ` ~ _ _
T _ _ - - Sµi~ONOCITFTtC B 6 ~ - h~.~~ 15 CB ~ ~ ~ S nz.3z ~ cON,, 0. ~ " 2 ~ _ ~ M ~ ~ ~ ~ - ~ ~ 22' _ -
- - - - - 15" CONCRETE 1 LAND 5 z-, B _ _ _ _ =455.4'
Q - - ~ . - , _ _ - _ - ~ , ~ ~ p ~
. ~ - - _ ~ ~ ~ ~ ~ - I I ~ ~ ~ - _ - ° ~ ~ ~ X CAP-~ - _ _ °
_ ~ .,r GO - ~ - - - - Nv _ _ _ ~ _ . ~ ~ f ~ S, _ Y
~ 9 .65323 REPLACE C&G - - ~ ~ 3 E E 9 - - _ - - - ~4 E - E E ~ RETAIN ~ ~ ~ ~ ~ F ~
-L-S A.2 +50 to 2 ~4 ~ - 100' Tronsition ~ R~ - , ~ ~ ~ ~ ~ ~ ~
~ c=462. ~2 A - ' ~ ~ ~ -L- 25+50.00 - ° XI -TIN w PER , s. ~ , ~ ~ ~ s, . , To Exlstln C ~ ~ p:, ° --~s' - -
~ F - p~ 1.42 i, ~ 65,00 & 70,00 Ff. RT, I IN=( 7"458.08 ~+.'PNA T 1, ~ in. OUT=IE)457.92~ ENTRAN E r. 9 , 4~ ~ ~~102~ , , , ~ ~ ~ -L- 27+27.86 ~ ~ ~ s ~ 54.9' _ ~ ~ ~ 2 -6 CONC.C
r ~ ~ -L- 25+19A5 wAKly co, Boa~o of tD~~_I~~TIcN ~ ~t 45A0 Ft,RT, 53.56 t. R ~ N ~ _ + , r , , \ \ , , \ ~ ~ - v 6, , X 53.05E l~Vl. Sto.2T ~ ~ ~ ~ ~ ~ ~ ~ °
PIN 0?64.(33-16-292? _ + ~ ~ -L 26 35.31 N/F ~ ~ ~ -L 26 35.30 65A0 Ft"RT" ~ ~_aR~_~ ord waRE 5258 Ft" T~ v~, ~,F .38 fx~s, ~ ~ ~ W
GB !572 PG 503 ~ I 45.00 Ft,RT 45.00 Ft.RT" INV OUT=EXISTING P;N 0.764 - -_t ~ w ' EDwaR~~~ ~ ~ r,N~ i ~ ~ °05 Oi ~ ~ ~ 4 ~ u~ ~dI~O~.'~ S~ E
- - 24+45.00 ~ 454.49 RI PRAP RETAI ~ , ~ ~ i , , ~ a'~~`'F ~ "'ai ' ~ ~ v o~ ~ t~96 ~ ~c ~._4 N _ PAN a r~,.~~ i ~,.~r,, K 50.18 - I i i ~ ,C, 112"EIP ~ ~ , ~ ~
50J2 70,00 Ft, Rt, - w v~ DEF 8259 / F~, i6~w 9 END SIDEWALK I I I ~ ~ ~ 2sF~ _ I ~ a
~ I i -L- STA2T+38.67 ~ - ,I ~ ,,3~ ' ~
i ~ S16° 33'55"W 3/ ~
-BL- Sto.16+5323 = , ~,34r ~ ~ 1oP- ~i.sa
z I ~ ~ ~ ~ f ~?EREK EDWARD. ~ a ~ n ~ IN-(5) 50.93 ~l F ~R U ~ X9.05 ~ ~ t.3~
-L- POT Sto.24f37,64 (40.41' Rt.1 N l WALK BEGk S DE ~ N/r N/F ~ I ~ ~I OUT_(E, . Dt3 8775 / PG i8A'
-L- STA,24+9932 ~vA ooP~s ~ END RESURFACING ! ~ l PIN o76q.o5-I-~ ~vA DoRls ~oNES s, END RESURF ING ~ ~ ~ ~ ~ ! ~ ~ l w ~ PIN 0764.05-17-0546 i ~ ~ ~ I m ~ 1'Ti
DB 1637 / Pt oB i63 ~ i Pc 256 ° w ~ ~ ~ ~ Y PC$ta.11 +21.86 o ;v I ~ ~ I~ -
N SrG ~~'"~'n, °D ~ ;v ~ ~ ~ ~ ~ ~ / ~ I (X~ , W ~ ~r, ~ . ~ °
- T Sto.24+90 ° i _ _ ~ 9+ • r~ ~ ~ ~ ~ F ~ _ j ~ ~dvQ . S. D NSF L- L fin. t ~ i~ _ , - 4 R ~ 1
--,~F~ L„RRY v I i~, ~ JEAN W P4AIDEIV ~
_ _ ~ i 1 , ~ - ,i~ I iii E,f 1 'IN 0164,Q5-f8-;G45
L ~ , - - ~ 36'3 ~ I:I ~ ! ~ ~ F Y ~05 uU X681, P~~ i, 5 - i ss IvIH I ~,a~ ~ ~
2 3' 4 ..Cy'nb I Co '4~°6qF I U ~ iN 455.39 2SFD o _ - W 3° r' ~
STA. -L-22+50 LT STA -L 24+45 LT STA. -L-22+50 RT -L-24+38 D.A. 0.231 AC D A.'I 0. 92 AC D.A. 0.290 AC D.A. 0.371 AC N- Wz , i T ~ 4 / IN W~4 ~ ~ v v
- - _ = PI t f PI S - - ' 0. 5 C 0.85 C 0.85 S o 28 C 0.85 C •0~ 1 = .794 F 10~ .712 CFS 10 1.070 CFS Q10= 1.590 C ~ 1 Q O 0 C S R~ Q ~ _ ~ ~ n _ PI Sto 11 85.88 ~ ~ ~ q_, 3q ~~I w 1 ~ OuT (E1942.29 ~ i
CB CB ~ Ex D = 3.04 CB 2 CB'S Ex. D = 3.8 ~ ~ ~ - _ ~ 14° 34 ~ ~ (R - - i T) RIM - 463.42 FT RIM - 4 2.61 FT RIM 463.56 FT RIM - 462.32 F ~ 4' 4 f T l 2 5 00.0" L ~
INV OUT= 460.42 INV OUT= 459.57 INV UT= 460.56 INVOUT= 458.47 _ / i D = _ 1 D - l9° 45 25.8 ~ 2s~~ ~ ; ~ ~ ~ i i~
= 7 INV IN= 458.47 4 D V 00 INV IN 459.5 8 00.~ ~ ~ L L 26.03
L 242.81 6 7 8 9 l _ 'd
STA. -L- 25+22 RT STA. -L- 24+g5 LT STA. -L- 23+85 LT STA, -L- 26+33 RT T - I 22.06 D.A. 0.198 AC D.A. 0.000 AC D.A. 0.137 AC D.A. 0.272 AC ~ _ T 64.03 ~,1 o ~,~°E~~
C= 0.85 C= 0.00 C= 0.85 C= 0.85 = R R 94 5 .93 R = 290.00' ,r, , Y 5
Q10= 0.829 CFS D10= 0.000 CFS Q10= 0.579 CFS Q10= 1.035 CFS CB CB Ex. D = 4.74 CB CB Ex. D = 4.60 FT X _ I1 ! ~ C3ti, ~~~.2
_ _ _ _ e •06 RIM - 462.84 FT RIM - 463.96 FT RIM - 462.75 FT RIM - 463.88 FT ~ INV OUT= 459,84 INV OUT= 459.22 INV OUT= 459.75 INV OUT= 459.28 R - 215.00 1 ~ - - f Y PTSto. !2 47.89
INV IN= 45922 3 INV IN= 459.75 2 INV IN= 459.28 6 0
~/2°EiP`,
11A X ' t m~ ntain .06 re ulred o 0 4 STA. -L- 27+47 RT 1
D.A. 0.409 AC XI StI n curb & utter e g 9 2SFD
Q10= 018.391 CFS and motch eXI stI 9 w 0~ ~ ~
CB RIM = 464.44 FT a~ i ° iS'~ ~ O
INV OUT= 455.22 INV IN= 458.50 9
PARED BY LAN PRE P S
1
EL KLEPPER & KARL LLP RUMM , i"EIRE . N
° nsu/tln en Ineers co g 9'
D ~ r 5800 FARINGDON PLACE SUITE 105
i ~ ~
~ j ~ RALEIGH. NORTH CAROLINA 27609-3960
~ ~ ~ ~ i
FOR INS,®M[I~1LE~CE 1~I,ANS
HEFT 9 loo ~.ol~ R; .a~~~4~,~~1~>~~~~ S SEE
AR Y FC 0 PROFILE. ~ ~ ~><,~N~ FOR PR~,]LI~'l[INAR
n" ~~°u , sty, ~~fll~ c~o~s,tc r~ri~

_ ' ~ t ~ ~ 1 . . ~ fi,, - . . -
- - ~ , , - r ~ ~ _ . - - PROD. REFERENCE N0. SHEET N0. . ' ~.1 - 1 - _ .
- ; 'iii ,~-~_-r ~1-I ! _E{~, - I -i ~ , I [i CARY 01-015 X-12
_ ~ + { ~ f + I I I I I + i-
t ~ 1! ~r ~ ~ ~ i _ - _ _ _ . . ~ i - _ _ - - - - - f ; + r t' _ ' - r ~ I i ,_T ~ r
- - - - - - ~ - ---y - -r ' j , _ I - - _ ,
f I - ~ - h F ~ f f - ~ ' ' - - ~ ~ t - } _ i r. ~ , , I_r r - - f ~ _ _ _ .
- l rt ~ j - - - - ~ ~ - - - - i - _ - . - - - - _ _ - - : ~ fir- - ,J , i I -t _ ,y+ -
i I _ _ . - - 1
~ { 4_ { ~ 1. _ _ _ r ' , + _ fir . ~ f f ~ - - F- ' ~ r-~ ~ ~ _ I- - - - - - - I t
~ - r~ _ ~ ~ I_ _ ~ - - - - ' r
{ ; ~ .T - _ - - ~ ~ _ _ . _ - - _ - _ - - - _ _ _ I r _ _ _ I . , . i I i I _ - - - , - ~ r r -a- - ~
1 i - ~ ~ II -r-, ~ r - ~ L ~ ~ I i I _.J~a- : T_ F r-~r ~ r ~-l F I I
- _ - - - - ~I- _ _ , , , - ~ _ _ + t _ r- _ - r - - - ~ I t ~ - -
~ r - i +f - - _ _ , ~ ; ; 1 _r . I_ _ ~ { r i r r-. ~ I . - _ _ Y - I ~
~ t~- _ _a i - - - i - - -r ~ I
__tT ; r~ ~ , r I - - _ _ . _ ~ ; ~ . { ~,-1 -;mot : ~ ~ ~ ~ + t I ' I ' _ - - , . , 1_ _ ;+`I r_ i ,-r,-,, ~ _ ~ -T j - rt-`i ~ t t- I ' I r ~ Y I 1 r ~ } ~ ~ h I ~ F 1 i t i
- I ~ t I - - ; , - I I - _ ~ 4 ~ ~ t ~ a
4 ~ y 1 ~ _ - - - -r I _ t _ i ~ i 1 ~ i _r-r - t r i ~f ~ I~,. t I I j li ~ t-.1. i I L..~ i J L..
tit ~ _ , ; ~ - - 1 r ~L 1 I - - - _ . _ _ - _ _ _ ~ _ , ~ ~ ~ - - t - L
i _ ~ - - ~ t _ C _ , T ~ - _ _ . _ . - - - -~-tom + -r ~ ~ rt- , 1 - - t ~ F ~ ~ ~ r + ~ 1 F I i r .i fi + I ~ i
1 - t _ , _ - - + I I a _ I ~ rt - IVG - _ ~ -I _ ~ , ~ . ~i- - '-r- , t ~ ~ } I , rt ~ -i I ~ -I I , ~ 1 f t i i 1 _
rt . . - ~ ~ ~ _ - - - -r+- - - + F t I i
r i i i - I - ' --1 -
~ - t - ~ - 1- r- I I
t i - _ _ a- - - - -1 - -a j r~+ r - ~ - - r - - - - t~ -i-~ - I I- - { ~r + r E I F -i a 1 L II i ~ f-
' ~ , + t _ , ~ . _ { 1 I I,, - -
I I. + ± ~ ti + i ' r , i; ~ I I i - - - -r ~ I , I I_ t-. ~ -_1_ -1 1 - I
' ~ I - - - - - ~ - ~ a ~i - ~ ~ 1. t- ~ - . . , _ I
~ , ~ i i f t r ~ f ~ ~ ~ i ~ i ' } + - - - - _ ~ ~ t rte-- - - _ _ _
{ f ' i ~
i ~ - _ _ r 1,,_
r it i , - ~ r _ i ~ . _ - - ' ~ _
- T ~ ~1 i r ; ~ t ~ ~ ~ rt - ~ r' i~ ~ - tfi: -Ir-- 1 1~ ` , i i -i i . , . _ : _ + ~ _ - - ~ . ~ r~_ - ~ ,
' ' T--~-' ~ I ~ - _ 1
- + _ ' _ _ ~ ' ~ j__, ~ - - - F - - - - - _ _ . ~ .
1 t , y _ -
_ _ . ~ ~ r. . - - - - I ' I ~ - _ - ~ _ - - - - - ~ _ ~ - , - ~ _rI , t , - - - , . ~ - ~ I - - - _ ~ I ~ , , ~ - ~ ~ _ ~ I _ 4 _ ~ ~ . r- i 1 ,I {
_ - _ F I i ~ _ ~ ~ ~ I ' ~ - f ~ r _ I-
- , I r fi ' i - - ` I~ _ I_ _ ir,! + I I I - 7--' _ _ : ' I - - i. ~ art- I r r_ I , '
I - - _ l ~ I ~ - _ I i ~ ~ --r-1
I r -t . ~ - - - - ~ ! i
t II - I I - _ - _ _ &,~W. _ _ _ - - -ram- - I , - r
_ _ _ _ '
i ~ : - I I I r , ~ r
I 1 -Ti i. ~ ~ _ r _ _ _ I _ _ _ T_Y_ _ rt t-.. _ - _ - _ t t . _ - -
_ - - I J - i - , ~ _ _ +-r- - _ -
~ ~ ~ i, '.~i r ± - III I-~ ~ ~ , } - + + I ~ ~ . - -
i i _ I - - - - - --r- _ _ _ _ + i I t I~ ~ f F,
I : ~ r. t-_ , - ~--r - ~ I I - i ~ I I I r i - - - - - I , ~ I_ _ _r_ . + +
_ _ 4 I ~ _ , - - i+~ } - - _ . ~
ice. i ~ { I ~ ~ _ - . - . - '...r - - - - ~ - - - _i - I ' - ~ - _~,-r - - - E
~ - 1 _ ! y f _ I
_ . ~ _ ~ 7 - _ - _ ~ _ , I ~I
~ -r-I-~ ; ~ J ' t,
~ ~ - - _ _ -1 - - fi- I I - Y ! fi _ - - - - - ~ _ I t . I r » - I 1 L - - ~ - -I- ~ I 4 r ~ - ~ - - -i Y
y,_ ; µ ~
I .T . _ _ - - t j . I ~b - Y -
- _ _ _ - - - _ _ _ - _ _ - - - - i + ~ i__ _ - - - - - _ _ - - ~ i - - - - t ~ fi _ ~T-i _ _ _ _ I ~ - r I j- - - I r ' I { ~ i I 1
1+ , a.~- ~ _
} ~ - ' _ - f _ - ~ I ~ - -i i - - _ . - - f r_ ~ I , ' i 1- ' _ 1- - - - - - - - r- _ _ ~ t + ~ + i ~r , T _ - _LI -
i + ~ T -r ~ . ~ I
~ , , _ - -
- ~ ` - 1 - ! I -I - i - I I 1 ~ ~ - I I I ~ _ _ _ i , _ -r-l ~ + _ ~ I i -t I l
~ I - ' r r ~ } ~ ~ ~ _l- -
~ _ 1 ~ i rt7~V I it i I, _ _ - . - . - - I I _ .
T ~i I l~~ _ _ _ i _ i- i I I + i E - - _ . - - ~ r j-'r ~ _ - - _ _ - - _ - i-
r i i I i i. i, ~
I ~ , I ~ i i -r.-- - ~ F_f.. I ~ I i ~ I I _1_~ i ; _ i _ ~ 1_t Y . ~_I. ~._r_ _ _ - kT _ _ _ j i_ _ _ _ _ I I ~ ~ I _ - -
- ~ _I 1~ i i I - I_ - _ r T I I - 4 ' - ~ , t 1 { - - i ~ i
I ~ } ~ - - - ' t
I ~ { ~ { ~ I - L - I ~ 4 , i } I - '
{ - I r ,
_ - ~ . - - ~ I - . .T , I~ - ~
i i ~ I ~ 1 ~ i i ~ i _ _ . i i ~ W 4 ~I
_ - - f - + ~ - F ~-fit - ~ - -1 - - - i- - Imo-- ~ } + i. I i I i ~ --tom:-. 1 ' - ' - 1 ~ l .-r I 1 f 1 ~ I~
- - } ~ t { 111 ~ t ~ ~ I I ~ ~ I i ~ - - I { I r_ I - ~
_ _ ~ ~ ~ ~ ~ - ~ l rt , , ~ i _ f
- 1 tai I' 4 i ~ - - I-- _ - r, , ,I-
- ~ - ri I - ~ , I, - - r- + - - - -I _ _ _ . _ , . _-I _ ~ _ _ _ I - ~ ~ T I _ - _ - - - ~ I - t 1 1~
i - - _ I _ - ~ ~ ~ - t ~ ~ ~
I_r~~ _ i i 1 - j- _ T
I: ~ ~ ~ - y~ _ _ _ I
; + -G t - + . I ~ -
_ L _ i - - I_ I ~ r ~ - _ L -L _ _ . ~ I ~ I ~ a ~ - - I_ i ~ I
H.. ~ I I-~ ~ ~ ~ ~ - ' ~I ~ - i - _ T I f- ' i i ,
- i_ ~ ~ - ~ i i .._L - i r-' i _ _ _ - +
- I', ' r rI! - - i } - ,_._-r I - ~ - -
1 } i
~ i F I I _ I
- ~l - ~ - i - ~ - - ' 1 i - _
i - - Y 1 } - ~ . , , r, - I-._ r -r ~ _i ~ - _ 1
_ I f _ - _ , a I , - - I -
: ~ I ' 1 4 ~ I _ -
- ; r ~ _ ~ _ - - - f
_ ~ k - ~ - . _ r- ~ ter. ~ ~ ~ I ~t I i -i- ~ l I f
I I_ . ~ ~ -T ~ l ~ Tom, _ ~ ' ' ~ -t
; ~ I t i+ i _ t f: 1 _ .f - - -I _ ~ _ ~ - f
. ~ _ ~ - - ~ r t- ~ rt I ~ - I ~ r ~ r ~ +
~ I a y' Iii F ~ _ ~ ; _ ± _ - 1- ~ r - - - , -1--_ - I _ _ ~ - - 1
_ - - ~ ~ - ' t I ~ _ I~ ~ I +
~ - I--->- - ~ - -fi- I - ~ - - _ - - - - _ ' ~ I . } r_ I - - ~ - ~ r _ r - r -r ~ + ~I I I i
- ~ I _ _ - _ I ,f E F_ - ~ _ , 1 -t ~ _ . _ , _ _ - C I - ~ i
~ ~ ' ~ - I
- f t ~ t ~ ~ ~ I _ , - _ - - ~ - ~ - I ~ - - _ } ~ r 1 - I~ I_.-'. I' 1 - - T
f ~ - - - - - - _ _ - _ a _ _ - - - I t i
~ i-T I r ~ - _ - - ~ ~ I- t-r- - ~ -'r- ice- -'_1_1-~ I ~ _.~.t _ _ - _ _ ~._r _ ~ _ ~ _ ~ G ~ µ ' _ ~ _ _ _ - i _ _ I i - r _ I 1
- _ _1 - I- r ~ _ _ rt~ , I ~ _ 1 I ~
- - - _ _ ©t 4-.--1~ t~ r _ I

STATE TOWN OF GARY PROJECT REFERENCE N0. COUNTY ~H~~"~~ vt~.
~ ` W~1~~i CARP 01-015
a o
,
WN IQ~/ ENID PR~J]ECT ~ „ ie7i ~`r~ rO'i, ~ 7G
L ~ ~ s ~ ~ ~ ~ ~ i ~ ~ INDEx To sHEETs
M f SHEET
< _ DESCR I PT IDN N0.
a~wsY
1 TITLE SHEET
1 A NVENT IONAL SYMBOLS CO
~a - _ s~a~ ToW~ o o ~a a 2 - 2B TYPICAL SECT IONS
3 SUMMARY SHEETS & DETAILS
SR 30465R 3047 4 - 11 PLAN AND PROFILE SHEET S
_ - _ Wn ~R 1766... TCP-1 -TCP-5 lRAFF IC CONTROL PLANS
' 1 -
_ i SR 17961 _ X 1 -X20 CROSS SECT IONS
'TM LOCATI011t: WIDE11tI1VG OF EVA11tS R 15R 1653
SR7763 i , SR 1652 31"
h~ R~;~ ~ 5R ~s< ~ ; APPROXIMATELY SIO' 11t0 R _
SR 3°5'3R186 -r~ 0 11tORTHWARD TO APPRO ~ .West Cery 54 '
~q M,dd~e s~h. O~aY~,, Ra TYPE OF WORK: GRADI11lG, DRAI11l N SR 1653' w' N W ~ 3R 165T > > >
•
oSR „es e SIDEWALK, SIG11t N~ SR 1652
V _
~~"sR ao~3, BEGIN PROJECT PROJECT 1110. OI-O BEGIN PROJECT -c- sra.29+38.54 P.O.C. NAD 8 -L- HOC STA.15 + 35.8 -r- sra. io+oo.oo P.o.r.
.
- - + Y All I . . / • .
- - A~ + Y .

I ~ F
_ _ , - ,
0 - 1}u~o~~ c;~:W~i ~ ~ ~ I ~ - -s~ ~ 1
~ ~ T~
i 3~ , - _
f ~ r ~ P i ~
1 ~ +1 ~ I - C'- T
. . . . I - ~ /l 1 ~
y ~ I / ~ ~ ~ I I ' 1 ± ~ r ~ 1 Ir I( I ~
~y't~O ~ .l .l .l O ~Cl l ~ 1 r ` , _ 1
1 i\ -111 1111//
~ 1
1
~
l
_ -
- -L- STA. 33+95.50 P.O.C.
-ri- sra. io+oo.oo P.o.r. - - -
~;i;nT ~ Ir~~~~: Dx Q _
a a~
-L- STA. - + l A . .
A I + 0 / 0 6 0
UO \(DT L'~F, ~???k ?iF SV .v1t`UlrlSil"1'?C3N
• WILLIAM B. COLEMAN -r3- sr ~o~~ ~a~a~~~ I~REILINIINAR~ 1~1LAN5 i
t)~D tiCT 15E F191~ l'flN:~TI~l'!'TIf~?N
••••,.n m..,,~•••
•,o CARQ~
' CAR : ~,~51 q ;
GRAPHIC SCALES DESIGN DfiTA PROJECT LENGTH 0~ . :y :QQ ~ RUMMEL, K PPER & KAHL, LLP , ~ . , q ; ;
. / : 0~ ~ : SEAL :QQ '~l ~®]CllS1l,ll ~ll~ll ~ll~l llll"11~~]C°~ ; 25523
40' 20' 0' 40' 80~ ADT 2002 = 9,433 TOTAL LENGTH TOWN OF CARY PROJECT = 0.87 MILES ~ ~ , SEAL
5800 FAR INGDON PLACE, SUITE X05 ; 19834 : 1~'CINE~.•
~_II ~ ~ ADT 2022 = 17,037 RALEIGH, NORTH CAROLINA 27609 c •:~R 0?•• .,••IqN K. EpS,,.
PLANS 4~CII~.• ~ ~Q , FOR ~ ~
F~jH P.E. AY DESIGN PROJECT ENGINEER
40' 20' 0' 40' gp~ DHV = 10
L J D = 60 ,((~y~~ P.E. CARDS 0~ /ti
, 0 q . TOWN OF CARY CONTACTS: ,Q~ ~
~1 ~OF`E (HORIZONTAL) T = 2 " `n07 s' t ^ys RIGHT OF V 4, 2, 0, 4, V = 40 MPH ~~J!(?6/~ . ' SEAL
F AY DATE: Tim Baile P.E. HT 0 W y, ~ l • • lslal B. Keith Skinner P.E.
DIRECTOR OF ENGINEERING f PROJECT MANAGER r
I ~ I l ~ ~ ~ LETTING D PROFILE (VERTICAL) • TTST 1% DUAL 1% Gerald Barbour ••:~i ~~ti.•• PING DATE: .,Na HS
ROADWAY PROJECT ENGINEER Brun K. Eason P.E. P.E.
PROJECT ENGIII~ER HYDRAULIC DESIGN PROJECT ENGINEER

PROJECT REFERENCE N0. SHEET N0.
CARP 01-015 4
w TOWN OF CARY ROADWAY DESIGN HYDRAULICS
C~~~I@~[~[~G11P~~ ENGINEER ENGINEER
I , CAROB ~ CARO
I : ~
THE LOCALIZED A7ARDINATE SYSTEM DtYEL~ED FAR THIS P~Cf ~
~l' IS L1ASE0 AY TFIE SPATE PIANE ~INATL:S ESfA~ISNED L~' ~ - - - - - _ _ _ SEAL SEAL • ~ 25523 ~ 18181 •
X ~ ZZ TITAN ATLMfTIC 61;~UP FAR IIgNIpIENf "CAP~2" ~ D(~ ~ ~ ;~,c° _ ' 's a 40 20 0 40 80 : ;
wITH NAD L13 STATE PUWE GRID A7ARflINQES AF ~ _ o BEGIN PR0P.2'-6'C0NC.C&G ~ ~ ~ -
NARTHINtx T~T,~6~'ftl EASTINGe ?~843~443af1~ELEVATIAN~152.~5'ft) ~ m~ ~_~.a. , •••.q H. 5,,.••
THE AVERAGE CAI~INED GRID fACTAR USED AY TNIS PIAIECf _ _ _ _ ~v- _ _ _ -L- ~POC Sta.15+35,84 _ PLANS •n°~°
L(~gNYD TO 6RIDJ IS 099~1~ , ~ _ _ - - _ _ _ - - ,
THE MAlAI~ERT GRID DARING , ~ . _ - ~ _ _
LOCALIZED HARIZAYTAL I~MID DISTANCE FRAY - - f , _ - ~ ` r
"CAP~2 TO ~6IN PRL~CT ~ STATIAN 15 3584 IS _ _ ~ ~ ~I o_ _ e n r ec _ ~ 0 ~ ~
S 13.40'339f" w 89~4GFT. ~ I II ~ r i I ~ ~ ~ r
ALL LINEAR DIMEMSIgVS ARE LOCALIZED HARI~NTAL DISTMICES I I I I I I I, s' I I VERTICAL LIAtUM USED IS N&VA 1979 , ~ ~ ~ ~ i 4 N/f ,a ~ ~ ~l ~ r
~ ~1 o~ ~ N, ,J~ ~ RUBY LEE EYANS EATON ~ ~ X ~
O PN~10764~~9h06-5655 ~ ~ ~ 1fI011 OB 48TH / PG 863 ~
- z ~ ~ , ~ ~ ~ N/F ~j , . ~ ~ , INT. BAPTIST , T !
. 9TI
- ' ~ ~ - ~ ~O'o ~ _ - - ?err O'Q ~ ~ ~ ~ 8065 / 315 ~ OB , a
_ - - _ _ , - ~ 15 ~C 15 , ~ ~
- - X00-& 100 ff. ° r ~ ~ ~ WM/ F . , ~ ~ 'm~• 1 . o '
~ - INV = ~JN ,..v~ -1 - ~ _ - ~ ~ ~ ~ ~ ~ ~ . ~ i r- i ~ i ~,~IP
' ~ - ~ ~ - - 470. 45010 m ~ o ~ Aye , 4500 f 0 ~ ~ I ~ i ~
~ ~ ~~0, - ~ - ~ ~ I ~ i ~ - ~ ~ 7. TONS ~L. 8 RJ~RAP ~ ~ ,
- - - - - - - - - - - ~ ~ m -L- I~f68~00 ~Op , , , , / 1.6 5Y, FILTE& FAB ~ ~
w ~.x , 4 Ftlt ~ I 0 = 4~F ~ _ ~ \ I L 45 .66 ~ ~
~ ~ ~ ~ s' ~ Pero ~ I -L-1~,f 4~ ~ i
- - _ssss ~ v~+ 0°> I II ~ ~ - - ~cr - ~ A ft.U. z ~ , ~ ~ ~ - a w t ~ - .
~O , _ _ I I I I I I I fN ~tEpH ----p~s~ ~ = ~ ~ O I I ~ viRON~ oN ? _ _ . ~ ~ Vq FNT • 1 8 T _ E N o~; , ~ .54
,--o ~ NCT q( ~WEL I ~ ~ ~ IN 4~ m w I r 1~® ~N
~ ~ 0 1, pia O /W 1 ~ ~ ~'~'I U7 I 8f FtIU. Z ~ ~ ~ l I ~ i ~ ~ ~ ~ ~ ~
o ~ ~ R / ~ ~ ~ ~ S~(1N ~ ~ _ I ~ Iv ~ X1 / ~ - - ~ ~ ~'18f2428 ~
E - N . / _ _ F ~ 'o , _ - ~ ~ _ _ _ _ _ _ 4500 ft.U. ~ ~sF o -L- PZOf33b0 _ ~W o ~
~ o ~ - - 0 0 ~ 4 7 f . _ ~ F ,
,o ,o - - , ~ ~ '
- ~,s.R.~3 _ , _ _ _ - - - ~ v Ev~+s - - ~ ~ - -
lr~"" ~ "NHH - vaR~ (Gj, - II ~ ~ Z ~ ~sF
- F- ~ q S , ' _ _ W 0 ~
_ A~ ~ - s ~D ~ ~ ~ ~ ~ ti- ~ .gyp E
~ c2s~e _ - SR _ ~ r0. -'L 'eft - ni~ 1
a~ ~ ~ ' ~ ~ ti -a-- ~ ~ ~ C
~ ~ - ~ . n ~ - - - - - ~ ,-"~.D _ _ ~ I - ~ ~ _ \
- ~ ~ p~ ~,j ~ - - RETAIN ~ - -
i 1g '8:3 N , ~ ~ Q' Cp ~V:_~ ~ 4~ \
- - ~ ~ ~~=~4 _ - p~K R! o, ~ ~ - ~ W ~4
- DoE 1H~ ~ o ~ D ~IN~ ~5 ~ RETAIN ~ ~ - - tea X~5 ~ °1 END RESUf ~ ~0' ~ END RESURfACI ~ EX2 - r6 ~ 8•~, ~
- ~ ~ E ~ EXIST. ; O~JTFALI_ ~x N W - m i ~ P~ ~-b. r. ~ v
, ~ ~ m ~ ~ ~ , ~ ~ ~ ~ ~ - as ail
, , RETAIN EX157lNG_ ~ EX/STING &G - - - 'mac - ~ ~ ~ ~ W ~ F ~P ~
~ i,~ - ~ , ~ - ~ ~ ~ , J
~ ~ ~ i~ir ~ AIN ~,,~i
i i 1 i i I ~ ta. 5 f09~64 ~09~64 ~ ~ ~ ~ ~ ~p~/y~~ I (
~ 5000 Fi*!~l ~R aN ~E ISfiING ~DEWALK ~ RETAIN ~ Q
~ / ~ ~ ~ i i ~ t I ~ ~ ! ~ ~
-~1 ~ ~ i ~ ~ ~ ~ i l I ` i" ~f~D .EN E Rf !NG cp 4 ,SU ~
~ ~ I I ~ ~ . ~ ~ ~ ! 1 I ~ I ~ i 4082 dr 50.00 Ft.Rt. I , , ~
I ~ N I I ~ ~ V ' 1 ~ l I ~ V~ ~ I I t ~ ~ i~ / ~ ~ I~ 1 ~ 1 PT t f ~ d?.1 24
i V~ ~ I I \ \ 1 ~ i~ ~ l I V ~ \ _ I
~ ~ 1 ~ ~ i ~ ~ f' I ~ L~ o~ t ~ i ~ ~ J 1 ~ ~ i ~ ~ 1 ~ ~ ~ 1
i i ~ ~ ~ ~ I r ~
r 00
~ ~ ~ i i~ 1 r ~ ! ~ CO r i iw -t- ~n~ r3em~ . ~
~ ~ ~ ~ , ~ ~ ~ ~ r ~ ~ ~ N=7 ~ ~ i ao ~ N=74 31.874 ~ ~ ro _ O ~ ' ~
O ~ _ ~ , E-2 E-2089.1686 ~ t r~`r, ~ ~ ~
~,v ~ ~ ~ ~ , ~ r EL= ~ I , , ~ ~ ~ ~ ~ i ~ ~ CAF EL=469.36 ~ m CAP- ' ~ I
NCg ~ ~ _ ~ ~ ~ , ~ ~ ~ o' ~ , ~ , ~ ~ ~ ~ ~ ~ i r ~ r r
~ i r ~ ~
, y~ _ ~ ~ i ~ i ~ ~ - _ _ ~ ~ ~ r ! 1 10 11 N/F STA. -L- 20+23 LT 5TA -L-16+1025 RT STA. -L-16+10.25 RT
r i - O ~ ~ ~ ~ ~ i r MAKE CO. BOARD ~ EOUCATKIN D.A. 0.123 AC DA 0.623 AC D.A. 0.000 AC
~ i OT$tU ~ ~ - - $t0. ~ . , , i PN 0764.09-16603 c= 0.65 c= 0.6o c= n.oo soh 010= 0.418 CFS 010= 1.525 CFS QiO= 0.000 CFS ~p~
i / I ~ i CB Ex. D = 4.80 CB MN Ex D = 5.26 RIM = 465.12 FT RIM = 468.88 FT RIM = 466.98 FT
~ ~ - , ~ , ~ 1 _ c- ~ ~ i - ~ ~ , ~ ~ j INV OUT= 460.31 !NV OUT= 465.68 INV OUT= 463.72 INV IN= 480.3t FX3 0 INV IN= 465.30 10
~ i L- O 0 0~ 0.00 0 0 o a
~ ~ • i EXt EX2 Fa(3
~ ~ ~ i ~ ~ - ~ i P! STA. -L-16+90 RT STA. -L-19+16 RT STA -L- 20+18 RT pl DA 0.303 AC DA 0.578 AC O.A. 0.136 AC
,fit l3 , la.4l _ ' ~ ~ ` ~ `Q ~ ~ ~ ~ ~ ~ l St Q16 - ~ IJV.L/ C 0.80 - 5 ~ 0.60 085 ~ I 010= 0.970 CFS 010= 1.582 CFS 010= 0.774 CFS
_ , Gj i _ 0 i i _ ~ Q nr ~ ~ i ~ = 16' 3 CB CB ~B 106 n rR TI RIM = 470.84 FT RIM = 486.58 FT RIM = 485.18 FT
~V f i I RT ~ ~ r i _ - ~ ~ D D _ ~ INV OUT= 464.35 ENV OUT= 482.90 INV OUT= 481.95
D- 9' 5' l5 , 00 _ .0' 0 INV IN- 463.15 11 INV IN= 462.25 EX2 0 0 0
413 ~ ~ t L = O 314 0 .6~ _ ~ i
; ~ _ _ ~ ~ ~ T . T _ 214 .35 T = , ; ~ l5 8.4
~bc ~ R R r i 1 1 .35 ; ~ ~ , w
_ RT ~ 6 6.6 2' ~ ~ 1 ~ l
, e - .04 ~ ~ ~ x ~ - E ~ ~ i ~
RD ~ ~ ~ ~ ' RO = 165.00' ~ ,
~ i i r i
I i ' ~ i I
~ - ~ i s ~ ~ ~ i i~ ~ i i i ~ ~
~ ~ ~ ~ Q~ - ~ i i i ~ ~ ~ ~ U~ i i l ~ ~ l ~ ~ i~ 1
a ~ ~ ~ ~ i ~ ~ ~ i ~ I ~ G ~ )
~ ~ ~ ~ ~ ~ i ~ ~ , ~ ~ / I I I ~ ~
~ ~ ~ ~ i ~ PLA11~ P • S REPA RED BY . I,
i ` ~ ~ r
~ ~ ~ ~ ~ ~ ~ i RUMIVV~L ~ KLEPPER & KAHL LLP ~ - , X ~ I
/ ~ _ ~ ~ ~ r 1 I , consulting engineers
~ \ ~ ~ ~ J _ s I ~ ~ Y i j m ~
61 ~ ~ 5800 FARING~ON PLACE SUITE• 105 ~
RALEIGH, NORTH CAROLINA 27609-3960
F ~ o~ ~ ~ ~
o N ~ ~ ~ ~ T1NG T EXlS ~ ice, I TRAFFIC FoR SIGNAL INCOMPLETE PLANS STING
~r F SHFFT 9 DO NOT USE FOR R/W ACQUISITION
011 J- 0 ~,U
or)", FOR PROFILE. I PRELIMINARY PLANS TOWN OF CARP I
O~ DO NOT USE FOR CONSTRUCTION

PROJECT REFERENCE NO. SHEET N0.
r` CARP 01-015 5
ao i TOWN OF CARY ROADWAY DESIGN HYDRAULICS I ~ I ~ ~ ~ ~ ~ ENGINEER ENGINEER
r ~ / ~ ~ ~ l ~ - ~I ~ ~ ~ ~ ; [EPIGIlb~[~~Ilb~ - - i V , ~ A 1 ~i ` ~ ~ J•~O ~ ••••4 J••p •ry,••~ _ ~ ; . ,t~....~.~.._. _ p .,a.~. ~..a.~ 1 ; ~ ~ •~0. ~
DETAIL _A , ' ~ ~ Tall BASE DITCH - - - R0~ ~ CARO
~ f Not to Scale) ~ ' i ~ " , I ~ I ~ : 9 c ~ 'y9 ~ 1 ~ 5.u ~ . ~ 'Z ; •
t , ~ ~ ~ I ~ i ~ r Nt _ 40 20 0 40 80 : SEa~ : SE,A~
r ~ Ground \ Ground ~ i I - ~ ~I I ; 25523 18181 e _ _ ;
' ' ~ 24 5B ~ r ~ ~ , , ~ ~y ~ ~ m . _
Min. D =1,4 Ft. ~ ~ ~ 291 Ftl~, ~ ~ 1 ~ , ` i ' B _ ~ ~v ~ ~ , ~ B - ~,4 Ffi. v • ~ . • • ~ ~ i ~ ~ °I[.~'d it I I ~ I ` ~•i ~•i ~ I 5 I ~ • ~ • PLANS i~p as
i I E i v~ - _ _ I ..,q H. 5'~0• i ~ ~ I
- ' ~ zl ~ ~ I I
S =12.48% ~ ` ~ ' i ~ •`11 a ~ i ~ ~ , ~ ~ I ~ I v ` _ I II I , N
r - S=8.0096 ~2 ` Q ~ , ~ ~03 Ff ~ ~ ~ _ - _ ~ ~0.5'l FA ~ i ~ , ~ _ " ~ ~ i I ' ~I ~ O I I I ~ .i I c
r ~ ~ i ~ f , , , I I I I N I i ~ ~ ~
~ ' ~ ' ~ SE mITCH ~ ' ~ m gyp. p ~ r i \ ~ ~ ~ h, n a D~fAIL; A ~ _ I i I i ~ ! ~ z
1 ~ ZCI~ ~ ~ t i I i ! I I I I I I ~N I
i~ ~ m , ~ ' ~ ~ f ~ ' I I i N ap 0 I
~ ~ ~ \ V D \ \ / I ~ I ;i 1) ~
Q N 6~ ~ a •EIF.-_ a Nr~~~, ~ ~ , I ! I ao ,
~ x , ~o i~ ~ ~ _ ~ ~ I I ! ~i I I ~1 ~ ~ - I I 1 I ~ --y--~PVr ! / ~ I 1 i
~ ~ N/~.---'~ M DEMOLISH EXlSITI ~ ~ A s1 BEN S ni.~YGi 1C ~n~ / I ! I ~ I 1
~ o7s4 HOUS AND RE ~ ~ ~ ` .09-07-W4 ~ E Ev,K OORIS JOBS ~ PM ~TW.06-OT-STS' 1 ~ ! I ~ ~ QB 8761/ PG 228.3 ~ I
OB 6742 / PG 296 ~ ~ 0764 7-b56 ~ AIAREY EVANS BARNETT ~ ~ ~ i _ i i I - - ~ i I ~ ~
PMl Q7b4°09~T - - - ~ ~ ` ~ - ~ y N93~ / PG -L ~ ~ , I ! 11 ~ ~ 1
z DB M54E N ~ ~ ~ ~ T Ft.LT. ~ ~ ~ , ~ , ~I R. TEAL I, v I I I ~ Pc/ I ` ;
o, ~ o cr o ° -L- 23f7000 ~ , - v - - - ~~-5E- 21f51.45~= e6w i PG ~ ~ z ` -L P,CSf -x.99- ~ ~ ~ cJwaYS w ~ ; i
v ~ N o , - - - _ 6000 & ICb00 f~.LT. \ ~ ~ ~ N a , ,mil- 25fl 2 I, I PN oTS4.os-oe-eo~l ~ -
v ~ -r ~ Z ~ ~ Q ~ = f+~C 29+3506 (I1 Ltl I os sT4s~ N ' ~ I I , ~ S~2 ° ~
~ ~ oD ~ 5.1 T ~NS . B RIP - -n ~ f ~ -.I ~ 2 1 / N 2 _ I I I/` / U1 ~
N _ - - - - - ` ~ A ~ 5 Y1~i7. SY ILTER FABRIC fP~ - / I ~ / ; ~ ~i ~ I i~ ! ~ 1
~ p N i ~ ~ ° ~ - _ O a ~ , , - -L- 27+5000 _ - - ~ LEROY T KFJiSEY , ti ~ ~ ~
~ N ISFp ~ - ni ~ ~ ~ - ~ ro 4 F#U. i tD N - PN-OTWIAS-OT- ~ ' ` 5500 & X500 ft.U. I , h _ ; os To3T i Pc I ~ -L f ~ . ;
~ 21 23f0000 BARNETT - - - - (NV 0{1T = ~ ~ o; - - , 60.00 & 7 Ft.U. 6000 & ~ 07W.09-07~-W54_ _ 458. b _ ' f Sta 29 38 - - 4
- ' ~ OB 1454E _ L (50.00 ~ Z ~ Y , POT J OfOO .OO
-i- 22f6000 E a ~ - & 7000 F .U. Pr _ o ~-7ere~e-Ftt~ _ - - w ~ 3 ~ N/F ,
8 -L- 25f4554 m • w _ _ a - CARS FNIST UNTED L P TSta. S 29 a , sU ,n, N C}Ut~l OF T
~ ~ , , - _ 4500 ft.U. - - - ~ ~ - - - - - - 4500. Ft.LT. Ft. ~ ~ , ~ ~ PMI 0764 LT. a ~ o - +W:52
~ _ , , OB 8684 / PG
O ~ - - ~ 8 N 3 W ~ E - r ~ \ I - 27f , E 69 .67 ? ,
F ~ m E DR F _ ~ F N - - - - - 4~{j- ~ ~ E ; i m~ ~ i _ J ~ I, ~ Ftlt lt.
36 E ~ ~ a~?E '
d -t- ~ ~E~?r ~ X
. o _ - i ft - ~ ~ -L- 31
ale o ~ _ v.=61.0 ' L6 ~y . ' - ~a Nv.= L 7 c ~ - - ~ W - ~ ~ V.-4f~65• 0 . 4 I.I7 D 461.3 4 ~ - 10 , ~ & 6500 ft.U ~ ! ~ ~
3.05E 18R ~ _ _ J y 462.26' - - - -__--=--J r - - - 12~ R P ~ , - _ ~ ~ 8 Riw - , _ - _ -464.37 a am F OM! PF
1 v.=461.3 •=461.39' 18 - ° - - - - _ - - 7 - nay-'-~- J F
~14111~1~- - - W - - - ~ ~3 -
Z ; SR ~v~NS Ro. sa.ISS3 Riw vua>>ES a~IC? R/M un~s a~ueup - ~ F WALL =1= Sta. 1+75 ~ ~ - STD.B 2
' SrA23 aueuca ~ 'E6 N ~ 6 ~ _ ~ s 9?0
Z ® b MB V - ,2 ~ F
5 T 15" - 8--- E - -~3z-_- 15' (aAMCREI•~ -ISLAND I - h B n p ~ ~ 1 1 ' - N= ~ ~
Q ~i~~ - - - - - - _ ~ E=206 ~ - - - - ~
~ wa 0 T p' ~ I
~l l3~ ~9' E ~ _...a:. -747 66.6250 P
=20 0843.44 - - ' REPLACE C&G - ~ - - - 1 ~E , I -
- .92 E - ~ E IO - 22+4000 1 !00'~.ran~sition -~E , . \ e~ - l~raN ~ 2 , ~ ran~sition ~ Riw s g • ~ ~
& 5000 ftl~. ~ ~ ~z 1 ~ ' ~ ~ 25+50,00
~ ~ , To Exisflng _ _ _ , 6500 & 7000 Ft.RT. ~ ~ our~ols7.s2 ~ N - - ~ pG1023~, ~ . ~ . 3,
N/F \ - ~ ~ - 25+!9.86 ~ o• ~ ~ ~ N
~IYIE OO. BOARD OF EDUGITiON ~ ~ ~ ~ 07 ~ _ , N X00 ftli~ -L-,2Q''+3091 W.09-16-2927 ~ ~ , ~ 2413000 ~ , o D ~ ' ~ + - ? x prL PaC Sla2T , ~ ~ _ - ~ i {-,27~ 30.91 ; - -~ffif~ ~ I
~ 26 350 --J 1572 / PG 503 34 & .00~ . ~ in , , ~ ' , ~ - CAILTpI x rNE - , , N/F 8 ~ ~T ~V
?2~6~00 v i -nE ~ ft.Rf EXISTIM ~ ~ - 24+50.00 ~ ' RIPRA~ EXIS11t~G ~ RIPRA?~ R ~ _ _ _ ~ SPRA6IE
3381 & ftl~. ~ ~ ~ ~ ~ ~ 34 dr 1000 ftl~ , i ~ i ' ~ ~ / 324' - a ~ J _ 5o.is _ ~ -0960 V2'EP w ~ ~
END 2SFD ~ _ `'N
f - - ~ c ~ ~ X38 ~ ~ V
Q ' ~ 159.34FT - - ~ ~ T - s dW. ~
~ , i ~ ~ ~ i I r ~ ~ ~I~kOV ~l.28 ~ ~ EDrANO$~
S~a.24f~1~64 (~~V' J ~ ' ' ' SIDEWALK ~ ~ ~ I ~ ~ ~ ~ MR(S) 50.~,i ~ W
f - - ~ A24+99.32 A ooas JoNa ~ ~ ~ ~ - - - _ ' " - , ~ ~ p~ OB BTTS PG 647 ! ! ~ , ~ ENp REBUKE 1NG- ~ ~ ~ ~ ~ ~ ti r Z
f END RESURFACING ~ \ ` ~ 0764.05-17-05 ' v ' ,'OB 163T / PG 2~6 ~ i i ~ Y- ~1'9.1Of65 2SFD ~ ~ ~ ~n . ~ n1-,
~ ! l ~ ~ ~ N ~
SOHO ~ I I l T ~ ~ ~ ~ •
i ~ I ! , ~ . I ~ ~ A~ ~ ~ 4 ~ 2SFD 11JFi ~ r ~ , m ~ _ c ~ ~a ~ 3~F'F ~ LARRT R t?
i \ i v v ~ ' I ' ~ a ~ ~EIP ~ ~ ~
-LT \ Y \ , I _ _ _ ~ '9L - - - ~ ~ ~ ~ ~ OTS4.06-19rN~ I ~ - 05`~~ ~ ~ ~ 2 5 _ s~,~ ~ ~ ~ ~ 8681/ PG .
1 5 143.64FT P°q~ ~ ~ p ~ ~ ~
STA ~-22+50 LT STA -L- 24+45 LT STA -L- 22+50 RT STA -L- 24+38 RT ~ ~ \ ~ ` OA Q231 AC OA 0.192 AC DA 0.290 AC DA 0.370 AC ~ ~ ~ W ~ ~ p i ~ ~ ~ ~
Q~5 ~ 0.65 c= 0.~ ~ 0.>35 PI + + to ~ Pr~ t 28 0 5- waa Q794 cFS ato< 0.112 cFS o10= 1,07o cFS Qto= tsoo CFS ~ ~ d ~ ~ ~ I ' ~ ~ W •QUT E)44 ~ ~ -n N i
CB CB Ex D = 3.18 CB 2 CB'S Ex. D = 3.85 ~ 2T I ~ W 00 LT ' ` ~ ~ ~ , I
RM 16359 RM 7 RIM FT 34' 482 B FT 46358 RIM F V! FT = _ _ 462.32 T ~i~ \ rIN OUP= 460.59 M11 OUT= 459.62 INV OUT= 460.58 N4V OUT= 458.47 \ ~ ~ _ \ ~ M ; I ~ ~ _ ~ ~ ~ / ~ I 1 ~ ~ `
- ~ ~g 4 r8" rlv 114= 459.62 8 fliN IN= 458.41 4 0 W ~ ~ i 4 r8" ~ ~ I zs~ ~ I ~ r ~ ~ ~ I ~ r~~ ~ ~ ~ ~ ~
_ ~ ` L ! - ~ ~0 L , 24 p 6 s _ ~ ~ , i O ; t
STA a-25+22 RT 5TA -L- 25+62 LT STA -L- 23+85 LT STA -L- 26+33 RT ~ t / ~ T \ l lSl A A I ~ ti ~i '
DA Q198 AC DA 0.000 AC DA 0.137 AC DA 0.272 AC \ l \ ~ Q85 G- 0.00 C= 0.85 C= 0.85 ~ ~ ~ $ Q 2 - 1 A s i 1 \ I \ ~ I ~ A ~ ~ A
11 954 .9 C1Q~ Q829 CFS 010= 0.000 CFS Ott 0.579 CFS 010= 1.035 CFS ~ \ C8 CB Eu D = 4.78 CB CB Ex. D = 4.78 FT ~p ~ ~ ~ \ ; ; ~ •56 ~ ~ , ~
` NY = 183.01 FT R1M = 461.06 FT RIM = FT RIM = V ~ .t/V 1 l ` \ ~ 462 92 464.08 F7 ; ~ ; ; ~ i 50 I 2~F~ ~ 9 I ; ~
1 IIV OUT= 460.01 NY OUT= 159.27 INV OUT= 459.92 INY OUT= 459.28 ' ~ ~i \ riNIN= X927 3 INV IN= 459.92 2 pW OV= 459.26 6 RO ~ ~ ~ 1 I i ~ ~ ` ; D i I - - PT ~ - Sta. 2 4l 9 I ~ ~ 1 I I I ~ ~ ! I I ~ i
i ' ~ I V~P•EIPe 4° I I I I / I I I ~ I L I I
I r~fjulr to mo oln SfA ~-27+47RT "`I I I I I l i I ! I i I ~ ~ ~ i I 1 1 1 ~ I l I I ~I 1 f 1
~ OA Q109 AC f f lstl curb & utter ex , I ~ I I I I i 2$~D 1 l I ! 1 . ~
Q~ ~ c>oQ ~.~1 CFS l ~ ' ` t~~ I , t %N I I I I I / I ! , 1 I t ~ I I i I ! I /
N i ~ ~ Q I RY = 164.44 FT 1 ~ ~ I 1 1 i i I lam/ I~ I I ~ ~ ! I I i 1 ! ~ I ~ ~
~ ~ NNOUT= 455.22 ~ 1 I ~ I M4VNk 156.50 9 ~ 1 1 i ~ / i / (P ~ / ! I t ;I I , I ~ ' ~ ~ ~ !I 1 ~i ! I 1 I
~ ~ 1 l / I PLANS PREPARED BY .
~ ~ I t l Ul i ~ ~ ~ ~ ! ~ ! ~ I ! ~ i I ! ~ ! r I ! ~ r I
i C ' I ~ i 1 I i ~ ~ ' ~ ~ ~ ~ ` i i ~ ~ I ! ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ RUMIVV~L • KLFPPER & KARL LLP
1 ~ ~ 1 ~ / / ~ ~ ~ , , i ~ plJ~ ~b i ,i i I f ~ i ~ p ~
~ ~ ' ~ ' i • ~ I I I co / n e Ineers ~ ~ ~ nsu t! g ng ~ ~ ;I I I
~ ~ ~ ~ ~s. ~ ~ `4 i ~ I I ~ ~ ~ ~ ~ ~ ~ .E ~ ~ _ I ' I 5800 FARINGOON PLACE SUITE• 105
m i I ~ ~ 0 ` , i I O _ T~~i - , ! r ! " RALEIGH, NORTH CAROLINA 27609 3960
i i i i / ~ ~ i it 19~.
O~
N~ ~Z INCOMPLETE PLAN FOR S E~ 9 DO NOT USE FOR R/w ACOIIISI'fION SEE SH
M~
00 "U
m~ FOR PROFILE. I PRELIMINARY PLANS TOWN OF GARY 00 NOT USE POR ODNSTROCt70li
O~

o, PROJECT REFERENCE N0. SHEET N0.
I i ~ x i ~ i ~ ~ ~
~ ~ ~ PERMANENT FILTER SWALE 19 20 21 p~ i 22 1 ~ ~ ~ ~ CAf~' 01-015 6
! STA. -L- 32+73 LT STA. •L- 34+50 LT STA. -L-36+55 LT STA. -L-38+24 LT ~ ! DETAIL C DA. 0.920 AC DA. 0.925 AC DA. 1.200 AG D.A. 0.773 AC i r ' ~ ~R~/ ROADWAY DESIGN HYDRAULICS TOWN OF ~ ~ ~ ~ ENGI
~ ~ ~ ! LATERAL BASE (?ITCH G 0.55 c= os3 G= osi G= 0.63 i,Q ~ ~ ~ ~ (s~RI~I~C~~G~IMC~ ••NEER ENGINEER
1 (Not t0 500191 010= 2.024 CFS 4i0= 2.475 CFS 010= 3.203 CFS 010` 2.951 GFS i CB CB CB Ex. D = 4.53 CB ~ ' ~f ~ 1 - - o•' ~H Rol ~ CARp
I' b RIM = 460.48 FT RIM = 454.06 FT RIM = 449.72 FT RIM = M7.23 FT i Ftll INV OUT= 457.48 INV OUT= 451.08 INV OUT= 445.99 INV OUT= 443.48 ~ . y?
! ~ ~'1 1 ~ Slope INV IN= 451.08 19 INV IN= 448.72 20 INV IN= 443.48 21 1 ~ Ground p r/Ft. ! INV IN= 451.06 A INV IN= 445.19 21A i it ~ ~ ~ J . S ~ ( . I~ • pr. • • • ~ t ~ ~ • JCNL • • • •
` ~ ` ' M(n. D = L0 Ft. ~ ! 1 ~ ~ ~ ~ 23 24 25 21A ~ i , ~ i i 40 20 0 40 80 SEAL • ~ ~ , ~ ~ s 25523 18181 e
1 ~ ~ B = 4.0 Ft. STA -L- 39+24 LT STA. -L-40+41 LT STA. -L- 40+64 LT STA. -L-38.57 LT i L ~
1 ~ ~ D.A. 0.225 AG D.A 0.332 AG D.A O.i45 AC D.A. 0.078 AC ti b = 4,0 Ft. c= 0.65 c= 0.65 C= 0.85 c= 0.40 ~ 1 i r t ~ ; ~ I Z I ~ ~ ~ ` ~ 1 I ? ~ ~
1 ~ 010= 1.636 CFS OiQ= 1.398 CFS 010= 0.493 CFS 010= 0.192 CFS R d~,• ' ~ , PLANS •.,~AN ~,EtwS,•• ~o •..q H. S~.•.
` -L- T CB CB CB Ex D = 3.88 DI ~ i ~ S A.40+65 TO 41+35 LT 1 ~ ~ ~ RIM = 445.69 FT RIM = 445.05 FT RIM = 445.07 FT R{M = 447.50 FT ~ ~ G5 ~ ,
INV OUT= 441.94 INV OUT= 441.30 INV OUT= 441.19 INV OUT- 44525 0.0 ~ f ~ ~ ~ ~ ` ~ ` ~ , ~ INV IN= 441.94 22 INV IN= 441.30 23 INV IN= 441.19 24 ~ ~'m~ r ~ ~ ~ ~ ~
~ ~ ~ ~ l ~ ~ , ' ~ ~ FRED f~~. MARY A.
~ ` ` . 26 27 28 ~ ` ~ ~ PMIOT ~ ~ ~ r~ 418
~ ~ STA -L-41+37 LT STA -L-40+84 LT STA -L-40+64 LT ` ~ ~ ~ ~ D.A. 0.097 AC O.A. 0.000 AC D.A 0.000 AC ~ ~ ~ DB 21~ , ~ ~ ,
~ ~ C= 0.85 C= 0.43 C= 0.43 ~ ~ ` ~ ~ ` ~ _ - ~ 010= 0.33D CFS 01Q= 0.000 CFS 01~ 0.000 CFS ~ ~ ~ ~ ~ ~ ~ , ~ ~ , , ~ ~ , ~ ~
~ ^ CB Ex D = 5.44 OEP MH J ~ ~ ` ~ ~ M RIM = 445.33 FT RIM = 435.10 FT Rpul = 427.00 FT ~ ~ ~ -ss -.a , ~ , -
Z ~ ~ , ~ ~ J INV OUT= 4.89 INV OUT= 435.10 INV OUT= 422.00 ~ ~ ~ ~ ~ ~~oe ~9 y, Pc. - o N , ~ ~ , ~ _ ,p •
.p ~ ~ ~ INV IN= 439.89 25 INV IN= 42200 27 .3 TONS ~ 664
a. IO ~ , 5 ~ ~ ~ ~ ~ w ~ ~ ~ ~ ~ ~ ~ ~ CL. B P ~ ~ , ~ ~ ~ ~ , - ~ ~ , ~ ,a ~ ~ ~ ~ ~ ~ ~
~ ~ ~ , ~ ~ ~ ~ ~ ~ ` N/I wn2. , , , ti N. LTE ABRIC
~ ~ ~ ~ I ~ 1~1T11 H. PN 0764.a H. ~ L11~MiENCE E. is 1r` M: LESLE`~ ~ ~ PN 0764 ~ PN 0 ~ ~ I V ~ ~ s
' ~ ~ / ~ ~ ~ OB ~ - ~ ~ ~
,r'~ BEGI CONST ION /~y;. ~
- - ~ 1 ~n,E & ~ , _ _ , ~ ~ L PC . 3 + r2 Sto.u , J7.47
1 i ~ ~ ~ I ~ ! ~ ~ ~ ~ ~ ~ ~ i , - ` ' L. Ygld( BAR~ET~'
CARIf ~ FRST IMTED OF ~ , I T , ~ t ~ ti ~ ~ ~ ~ i ~ , ~ i ~ ~ ` ~ ~ i , 900 ,
N/F ! PN 0 ~ ~ ~ i ' 11 s ~ ~ ~ ~ ~ ~ ~ ~ ~ PG 350
CARP FNtST 19~NTE0 ~ De R26 / PQ~581 ~ I I ~ ! ~ OF CH>IST ` A ~ ! I ' 1 p ~ ~ , , OC o. 46 ,
PN ~ ~ 6` ~ ~ r r 1 , ~ - 0; ~ ,
1684 / PG ~ ~ , % 1 1 I i ! ~ I .0
, ! R. i ~ 'L ~ Z I , ~ , ~ SHE ~ i ~ ~ ~
t PN i0 iv i ! ! D8~ / ~ - r ISFO i i ~ ~ '1 ~ ~ ~ ~~F ~ , ~ ~ ~ ~ ~
' r ! r --I cn ~ ~ ~ Ff ~ ~ ~ ` i i ; i ~ ~ ti -h 41+8
32fIL4T ~ , ' ' ~ i , ~ , ,
45.00 Ft.U. END &G ~ ~ ~ _ END RETAINING zs Y ~ t ~ - - - ~ ~s ~ POSED i , ~ ~ ~ i ~
cN 2, POT ,~taJl f00 _ mom - - L P, 0 a.3 + - .91 o w c st ~
Ff.U , , ~ NCDOT .STD: 2 r - f ~ & ft.Uf ' w , ~ ~ 244 f U. ~ ' ~ ONS . B
Y2 OT taz 11 9.00 , ~ , ' ' ~ o ~ ~ ~ 28 ~ ° ' 2.3 SY FI ER BR 0 ~ ~ ~ ~ ~ ~ C
F -L- 33f ~ 3000 ft. ~ _ z U '
Q' - ~ - ~ w ~ ~ +5! ~ W ~ i ~ N ~ ~ , ~ ~3 ~ f.LT: ~
~ E -L- fi4000 i I '~'2- llt15.38 Y .NN,Bg' o 4 - 37 ~ r ~ 9 I I .+vru,~/ Ft L7. ~ Ft J~ N / ! l ~ ~ Ft ~ ~ i ~ ~ '
Lrf -n , ~ Z ~ 3
V 34f37.4J3 I I- ~ y 4 & ~-~36~~.00 ~ ' 45.00 & 0 g X00 ~t 60.E ~ 39~p.UU i ~ ~ - - m - i v ~
600Q EtIJ. _ _ 9 r I 00 t.U. ~ & ~ Ft.J 4 Y2- ll - - - .U. C~
~V ~ ~F e~ ~ R= i l K I i Ft U ~ ISFD ~ 38 _ PDE E ,
~ ~ ~ PROPOSED J -3 5.Oi0 f PROPOSED F ~ ~X _ C
~ ~c 5 SIJ~EWAUr 5 SID~EN+ACK - - - A z ~ _
~ _ ~ ~ ~ ~ ~ 4 ft.L7: ~ ISFD , -
~ - I - " 35. " ~ ~ ~ o ~ , . ~ r
~ ~ ~ u ~ ~ ~C~ ~ ~ ~ ~ ~ _ ~r,~ 39 , ~ ~ A~. ~ ~ ~ , ~ ' - - ~ ` W
~ 2 ~Y` / /
~ _ ~ ~ I E ~ ~ - ~ ~ / ~ - % /
~ G . - ~ , B ~ ~ W
o _ EXISTING C&G N c4 _ ~ ~ _ _ ~ ? . - - ~ ~ /
B .y . ~ - _ n X OMB RiM . \ ~ ~ - - . ~ v I Cg--- ,ice / ~ / i~ /
- 8' LI R R ~.i ~ ~
2SFD O ~ ~ C ~ bVy_ ~ ~ _ 1 ~ 999 IN y, ~ - - Jn' ~ M8 ~ _ - C f .32 N - - 0 10
~ 1 - - - - ~ f co ~ p . IN _ 3S '0 4 =749141. ` ~ ,M . - ' NOB 49 - ~
o p ` ~ 454.75 34f6700 • • ~ , ~ ~ - ~ - 1+N~ NV• _ ~ - ~ y~ E=2 4.9355 - - - . - ~ W ~ , ~RAIFJ. ti =448.38
E ,u3 _ STtNG~ LARRY R c ~ ~ ~ , M i CAP-6 ` 5 `
M MAVEN ~ LEA OUT I , _ - - 11 ~ - - - ~UM~ p8 OS 1 .e6 ® - - - - - - , - Sfa35+27.86 =
'N V1 I I ~ T164.05-16'IMS , 6 I I Lq - _ _ _E/ dE1 8.
~ / PG 759 I I ~6-=_ _ ~ _ _ - ~ G - - ° a ~ ~ ~ _alt-- LMDA MRIGHT JONES 6 2 0 A - __3 - U Fi ~ - - 6 PVC _ i ~L- PdC S'fa~2+7376 f36r6.YJ~J , 2 , _ -
Pw O7 5~ cn ~ - ~ ~ L48 F=- - ~ ~ ~ L5 I (9972 -
~ \ti _ ao~ ~ ~P 9 R/WL~~ ~'flp L51 - , De 5681/ PG 759 N ao 64 ~ RCP R/W L52 • ~ 994 / PGI680 BOMI998 / PG2 2 _52 ~ E ! ~ N/F - ` ~ ti (~t ~ I ~ ~ 99 Ft.
~ L_ ~ G~' ~ AID E. ~ 4+00.00 ~ - 2 ~ R/ PE Fr; 4? ~i PERMANENT FI R SVI~A?LE ~ 07~ ~
. 3 51.3 o _ p~?~ _ _ ~ p NIA =JFt~J o. 3 f - 8l - ~ ~ rn JADES T J! L YE A SANTANELLO ~ _ OM 8 G20 ~ f i T, DB R2Q-'/ PG 448 ~ LA BAS . S D C ,
- ~ 5ta.33f9 .50 ~ - ~ 07 - - ~s~D m ~ . _ _ , ~ ~ 4 ~IEiGIN PRO ED 5' SIDEW ~ , ' ~ , 41.49 t ~ i - -
o :6400 Ft.RT. ~ De ~ - - - - - _ ~ ~ ~ . j~ 2 1237 236 ~7 236 , , r 1~ 4 3 Ft. , cn w1 ISBD 2 "
.10+00.100 , Ol r ~ ~ N - O~ t t w , 13' ~ ~ - - t 39+30 ~ ~ ~ ~ N•
o . IIEM~ETH J A CROrELI ~ ~ , ~ ~ END RE fi4CIMG ~ ~ os i9. S~+o~ 31J3 f619~R~J, ~ • Y f ~ ~ o CS . 9 / i , ~ ~ ~ ~ ..p A
rr PM 0 .65-19-2M7 ~ ~ _ ISFD ti 1 1 - ~ . De 56N / PG 759 ~ ~ L-458.34 \ 1 , _ .,L ly ~ ~ ~ ~ ~ ~ ~ ~ ~ u~ ~ ~ ~ n A din ~ ~ ~ Nn 6'.
i i ' ~ ~ t ~ f~ ~•05-b-3709 ~ ~ ~ 2
~m~ s ! ~ ~ - ~ BALEY ~ ASSOC. ~ ASSOC. ' ~ ~ / P6 1322 ~ ~ u' s 6~ . t~ ~ O •
` - - ~ END RESURFADING - ~ ~ p o ~ _ ~ m ~ ! PMI O7W o*~19-3602 L ~ - - - f ~ w D ~ ~ oe eoo~ / ~c e5~ r 9-3602 ~ ` N ~ , ~ , t ~ 4 ~ ~ ~ ~ ~ - ~t ~ / t t A ~ ~ D ~
YI Sta.10 81.6E , _ m _ _ ,~~s,', ~ , o X ! _ ~ ~ IISFO ~ ~ ~ , i ~ 1 ~ ~ ~ u?
~ ~ ~ ~ f ~ ~ , 34 fQ ~ - 38 ~ ~1 6~, i I~ 1 ~ A (fl ~
J _ _ - x YIP I ~ . _ . , ~ ~ ~ , ta.11 +08.9 5 5 ~q5~ ~ .q W ~ ~ ~ , r ~ . 23 t ~
= 26' r ~ ~ , 5~1 4~ 4 2' l , LT 5~ r ~ rn ~ ~ KA `F. ~
MANIA SOLEDAD ' 5 b >aa , , 00.4" ~ , , , 2 ~ Pw' O ~ ~ ~ , , ~ •t~ ~ ~ , ~ ~ ~
Q~ 7s~.°5-~e'x~ ~ ' ' ' , De ep / , , wF r , ~ ~ N' ~ ~ ~ ~ .1l 2
43 P ~ ~ - ~ ~ - , ; 3.8 3 ` e~auA s , G / ~ ~ , n•`., ~ ~ t ~ i i~ ~
~T 4.7 ~ ~ , ~a 0 ~ 6612 / PG - -
~ _ i Q ~ ~ ! ~ -2 , 3 ~ , Y/ f , -POT _ o: 40.72 , ~ i ~ , ~
--------_e~, - ~ - ~ , e - 4 ~ ~ , ~ ~ i -I l r , r Q i ~ ~ ~ ` ~ , , ,
~ ~ ~ ~ ~ , ~ ~
0 - 165 ~ l _ _ - ~ 9 _ - I ~ I ` i~~'~ i I t V ISBD ~
Yl - ~ r r - - l~_! ~ - ~ YI _ ~ ~ Y3 S~¢-I _ 2.94 , r r _ ~ , r L °3 ~ i `
s ~ ~1 4 1 / _ ~ ~ ~ i , ~ ~ 3 ~ ~ `
Q ` ~ t ~ ~ 1 t~ / P ~ ~
~ ~ - ~ ISFD r , _ - ' r - - ~ ~ } 1 ~ S/ _ r P , N/F - TI ~ , _ 2-6' ~ P1 + St a41 24 .86 a _ ~ _ 28'
00.0' ~ I L l ~ per d i -o ~ , - - _ _ _ _ _ _ , _ TOOO~R IESC1pt - r C1 - 1 . ~ ~ / 26 3 3J 2" l LT J' I
~ , , _ - LPN OTW.b5-18-~ ! . _ - - .l/ ~ ~ 30' 30' ~ ~ x' PLAN PREPARED BY . S D = 0 4' 45 4 00 _ _ .0'
_ - I' _ - - D =,~3~9` ~ , / L r - ~ j .:m ~
~ ~ ~ , l ~ ~ i L - : RUNIlV~L • KLEPPER & 5 9 8.7 9'
~ - r ~ _ T 30 t! en Insets 5T c nsul 0' o n9 9
14 187 , ~ _ ,5 ~ ~ ~ R ~ _ i yry ~ 3 ~l! t ~ 5800 FARINGDON PLACE SUITE 105
~ ~ ~ ~ ~ ~ ~ ! r e= o '
~ ~ r ~ l ! r r i ~ r I i p _l ~ , r / - ! r ~ ~ ~ , ~ RALEIGH. NORTH CAROLINA 27609-3960 ~rir1 ~
p~ ~ _ ~ ~ , p ~ ~ ~ ~ r~ ~ I I ` Nz
V~ INCOMPLETE PLAN
.SFF SHFFT 10 m NOT USE FOR R/W ACOULSITION
ov
o-~ FOR PROFILE. ij PRELIMINARY PLANS TOWN OF CARP i
DO NOT USE FOR CONSTRUCTION

/I
0_
co
(n
Q_
m •
j;�
40+41D7 k EAL
0 C)
St H PEIP SEAL S
Pt 1,P/ PI Stia
83* 45Y (LT) A ji 40' 2 0' 0' 40' 8 1 25523
0 18181
(RT) TRT)
D
i f
I t I JF
A
mass
•
L Ti4N Mit-4- k
L PLANS *
T 26.8,(Y
T/ T /9 -3 -PR 14� T
IR 7S
_,Mw
R -R,
e
OD
L4
f65.60;
-7-
CAI
Ln
LA PO
-4 �0
(J) L.J 139 rrI
-in ct)
CAI 0)
GI N/F 0
(T 9,L" T.N.CAI ct)
c)
& ARLEAN AIDORE P91 0764* -W7604 a cb� U)
_q C)
LOLA V PIN J 08 5530 PG 350
"Oe
WF PW 0764 / PC 307
LMA W&D& Do N/F' cli
PN 0764 OTIS FANOE FARRAR
60 PIN W
-logo //PC
06 Nt
U5 5530i/
FG
IL L
cy)
350 OC
1, /,iVv
6.8 T ISIS PC 3m� 37
I Ln ISBD
LUDELLE &
CIO
CL. B RIPRAP 0
PN 0765JT
00 Sy,iI 292/ 140
-4 -4 LTE FAABB R I It n is
0 Jb- IS80
-n 1+4
.4 .76
Vs. -a- sta. lb " 11 0
".1-L 44 95 r_j N/F
r4 N , -
-4 � \, \
Ln -4 -4-pnc smA9+79A7 144 ti 4W n4t
64 L'I LLN WL"b
Poi orAA5
-n LA_ _L- 46+98.74 -0704
N 6035 PC 371
\ \ d, (0
N 49670.4872
tiff, NA & ARTHL11R
09-M
_L +15M
-L- 5D+44.49
PIN 0764A)5 E� 60849.2 123
ENOCH E. & HILDA S m A%, SPO-57MA, 70M F1SLT. 47 ft.
D6 7601/ PC _L 57.00 Ft. LT. '7570
9.30 Zo
P -W 087 464�3& EL= _L_ +ism
0%0764.05 5
5T82 PC Ft. LT. CAP -
54.00 ft. -L- +3DM.
- 1 45M 681aD Ftq.GR4(EL\ 54M ft. cj�
EL
435. DRIVE ♦lo�SIDEWALK
1 LUCY ROICHELJLE-
-L- 45 -HO - & go _&ff
KE E PWOT6
6= Ft.LT. 45M LT. W M3-/-00-
ISF E X _tW PG W_
57DO 'R. LT.
--L- 44+925 1 JrPr- WV._AAr, a
49
-L- 44477-95
'-INV -444 87' m mo S - - ' / \
+62-95' ICS20'
E
JQ
:4� . . ......
50
E --- 0 #
mts lb -I
W_
L14'14
OU4271
INV.449-87, I
> 43
5 49-ffi4A5
F--F-f.fiT.
E
-4-
E
SE) ru FENCE -vt Elp %
RvdIc1W 1.) E
_` I I -L- 425. x
.14
c F_ F I
01T$ )E 0
4wm, 16r. Rr. 4
K -L4 46
PC
---Uw Zj
3v
DO Ft.RT. 49+57. 423.
c ISBD-PCSt 10+14.18 f
--L- 44+925 S1\ L�'�.+44,49 Q
CA F SIDEWALK 1 X
f
lc\j j 4- 549= ISFD 44
65M 1
46 49-0�'
45DO RT I . .
-7 ISM Ft. Rr.1 1 6aW Ft. Rr.
2SF0
C) Q:)
C) _Pcstas +8OB6
F
N/F
nV3
JIT
c)
Co
HEROM 03
ti HEROM I BALEY. i
In 764X 96 -L- 49+44.40 to
P/ T2Z 1 4 11 rrT
PIN WF 149M Ft.Rr.
OB 8601 PC 194
mvku a ,
NAS OU �z"NCORRECT-
Ln
CA 1.
I ILn pe ffm/ PC/ H A GR)(DED ri 0)
LO _1�, -JL\l R
29 LA X / Q
_n 414.91 cy) to
I 1 1 .05-19-3 PATINak, HLKM
z �An W at (v I ! ) 106 076W4i;602 C)
a i ' I // (D PG
LA 4/ OD N/F
IN LEr z LA / 0 LTI MW LE9 EVANS PC, 420 CAJ
HERBERT BALEr 381
0764AS-19-2272 _r A. Ln PIN 0764AO D791
sa 44
PREFORMED SCOUR HOLE WITH (A I DO 3694 PC T37 49408M QVII & LEONA L FARRAR
_n LA m I -N2M Ft. RT.
LEVEL SPREADER APRON 01 PIN 0765J?
Lij
IVF �,06 7W PC 242
X414.29
U/ 07
PUW
PB 4W
0 1
Pipe 01
Ou
=10
TRIP Rq
basin r
for c1c
vet and flush
Stu rd ground.
I
SECTION A -A
ft* or C"vh
0~
D10ft. min) d Natural
Ground
class B Rip Rp Loft.
LO =d' ;Vi;­FIIt.- FbrI. tuck
8 4.5ft.
ID Lfftr
W 4zft.
ad 0-5ft- I
100,
'Ft
28 W/ Rr.
IL 49*W.95 v
nzO.03
fl
r PLANS PREPARED BY
40
PROJECT REFERENCE NO.
46
Mttl NO.
47
CAM 01-015
48
7
49
ROADWAY DESIGN
50
HYDRAULICS
STA_
ENGINEER
STA.
ENGINEER
STA.
-L- 52+20 LT
STA.
CARO
STA_
$
DA. 0.490 AC
%
m •
j;�
40+41D7 k EAL
0 C)
St H PEIP SEAL S
Pt 1,P/ PI Stia
83* 45Y (LT) A ji 40' 2 0' 0' 40' 8 1 25523
0 18181
(RT) TRT)
D
i f
I t I JF
A
mass
•
L Ti4N Mit-4- k
L PLANS *
T 26.8,(Y
T/ T /9 -3 -PR 14� T
IR 7S
_,Mw
R -R,
e
OD
L4
f65.60;
-7-
CAI
Ln
LA PO
-4 �0
(J) L.J 139 rrI
-in ct)
CAI 0)
GI N/F 0
(T 9,L" T.N.CAI ct)
c)
& ARLEAN AIDORE P91 0764* -W7604 a cb� U)
_q C)
LOLA V PIN J 08 5530 PG 350
"Oe
WF PW 0764 / PC 307
LMA W&D& Do N/F' cli
PN 0764 OTIS FANOE FARRAR
60 PIN W
-logo //PC
06 Nt
U5 5530i/
FG
IL L
cy)
350 OC
1, /,iVv
6.8 T ISIS PC 3m� 37
I Ln ISBD
LUDELLE &
CIO
CL. B RIPRAP 0
PN 0765JT
00 Sy,iI 292/ 140
-4 -4 LTE FAABB R I It n is
0 Jb- IS80
-n 1+4
.4 .76
Vs. -a- sta. lb " 11 0
".1-L 44 95 r_j N/F
r4 N , -
-4 � \, \
Ln -4 -4-pnc smA9+79A7 144 ti 4W n4t
64 L'I LLN WL"b
Poi orAA5
-n LA_ _L- 46+98.74 -0704
N 6035 PC 371
\ \ d, (0
N 49670.4872
tiff, NA & ARTHL11R
09-M
_L +15M
-L- 5D+44.49
PIN 0764A)5 E� 60849.2 123
ENOCH E. & HILDA S m A%, SPO-57MA, 70M F1SLT. 47 ft.
D6 7601/ PC _L 57.00 Ft. LT. '7570
9.30 Zo
P -W 087 464�3& EL= _L_ +ism
0%0764.05 5
5T82 PC Ft. LT. CAP -
54.00 ft. -L- +3DM.
- 1 45M 681aD Ftq.GR4(EL\ 54M ft. cj�
EL
435. DRIVE ♦lo�SIDEWALK
1 LUCY ROICHELJLE-
-L- 45 -HO - & go _&ff
KE E PWOT6
6= Ft.LT. 45M LT. W M3-/-00-
ISF E X _tW PG W_
57DO 'R. LT.
--L- 44+925 1 JrPr- WV._AAr, a
49
-L- 44477-95
'-INV -444 87' m mo S - - ' / \
+62-95' ICS20'
E
JQ
:4� . . ......
50
E --- 0 #
mts lb -I
W_
L14'14
OU4271
INV.449-87, I
> 43
5 49-ffi4A5
F--F-f.fiT.
E
-4-
E
SE) ru FENCE -vt Elp %
RvdIc1W 1.) E
_` I I -L- 425. x
.14
c F_ F I
01T$ )E 0
4wm, 16r. Rr. 4
K -L4 46
PC
---Uw Zj
3v
DO Ft.RT. 49+57. 423.
c ISBD-PCSt 10+14.18 f
--L- 44+925 S1\ L�'�.+44,49 Q
CA F SIDEWALK 1 X
f
lc\j j 4- 549= ISFD 44
65M 1
46 49-0�'
45DO RT I . .
-7 ISM Ft. Rr.1 1 6aW Ft. Rr.
2SF0
C) Q:)
C) _Pcstas +8OB6
F
N/F
nV3
JIT
c)
Co
HEROM 03
ti HEROM I BALEY. i
In 764X 96 -L- 49+44.40 to
P/ T2Z 1 4 11 rrT
PIN WF 149M Ft.Rr.
OB 8601 PC 194
mvku a ,
NAS OU �z"NCORRECT-
Ln
CA 1.
I ILn pe ffm/ PC/ H A GR)(DED ri 0)
LO _1�, -JL\l R
29 LA X / Q
_n 414.91 cy) to
I 1 1 .05-19-3 PATINak, HLKM
z �An W at (v I ! ) 106 076W4i;602 C)
a i ' I // (D PG
LA 4/ OD N/F
IN LEr z LA / 0 LTI MW LE9 EVANS PC, 420 CAJ
HERBERT BALEr 381
0764AS-19-2272 _r A. Ln PIN 0764AO D791
sa 44
PREFORMED SCOUR HOLE WITH (A I DO 3694 PC T37 49408M QVII & LEONA L FARRAR
_n LA m I -N2M Ft. RT.
LEVEL SPREADER APRON 01 PIN 0765J?
Lij
IVF �,06 7W PC 242
X414.29
U/ 07
PUW
PB 4W
0 1
Pipe 01
Ou
=10
TRIP Rq
basin r
for c1c
vet and flush
Stu rd ground.
I
SECTION A -A
ft* or C"vh
0~
D10ft. min) d Natural
Ground
class B Rip Rp Loft.
LO =d' ;Vi;­FIIt.- FbrI. tuck
8 4.5ft.
ID Lfftr
W 4zft.
ad 0-5ft- I
100,
'Ft
28 W/ Rr.
IL 49*W.95 v
nzO.03
fl
r PLANS PREPARED BY
40
40A
46
41
47
42
48
43
49
44
50
STA. -L- 49+88 RT
STA_
-L- 49+78 RT
STA.
-L- 52+20 RT
STA.
-L- 52+20 LT
STA.
-L- 49+25 RT
STA_
-L- 49+25 LT
DA. 0.490 AC
DA.
0.120 AC
D.A.
0.560 AC
D.A.
0.205 AC
D.A.
0.170 AC
DA
0.270 AC
C= 0.85
C=
0.30
C=
0.55
C=
0.85
G--
0.85
c__
0.40
010= 2.005 CFS
010--
0.222 CFS
010=
1.232 CFS
010=
0-697 CFS
010--
0-843 CFS
010=
0.666 CFS
GB Ex. D = 8.94
DI
1.126 CFS
CS
Ex. D = 3.03
CB
Ex_ D = 4.79
C8
Ex. D = 7,36
Of
RIM = 447.94 FT
RIM =
429.89 FT
RIM =
452.11 FT
RIM =
452.28 FT
RIM =
446.82 FT
RIM =
449.00 FT
INV OUT= 439-00
INV OUT= 415.35
INV OUT= 449.08
INV OUT= 449-28
INV OUT= 439.46 0.0
INV OUT= 445.83
INV IN= 4X00 43
INV IN=
426.47 40
INV IN= 449.08 42
INV OUT= 440.75
INV OUT= 441.50
INV IN= 439.46 45
INV IN= 440.16 46
I
INV IN-- 440.45 47
I
INVIN=444.94 41
1
1
INV IN-- 440-75 49
I
1
I
1
INV IN= 439.46 44
1
1
x
45
46
47
48
49
50
STA.
-L- 48+00 RT
STA.
-L- 47+00 RT
STA_
-L- 46+50 RT
STA
-L- 46+30 LT
STA
-L- 44+85 LT
STA.
4-- 44+00 LT
D.A
0.380 AC
D.A.
0.210 AC
DA
0.510 AG
D.A.
O.ODO AC
D.A.
0-240 AC
DA
0.480 AC
C=
0-66
C=
0.85
C=
0.85
C=
0.90
G--
0.85
C=
0.85
010--
1.016 CFS
010--
0-750 CFS
010--
2.050 CFS
010=
0.000 CFS
010--
1.126 CFS
010=
1.690 CFS
CB
Ex_ D = 4.79
CS
Ex. D = 3.20
co
C8
Ex, D = 4.33
C8
Ex D = 3,14
CB
RIM =
444.96 FT
RIM =
443.65 FT
RIM =
443.80 FT
RIM =
445.09 FT
RIM =
444-65 FT
RIM =
444.86 FT
INV OUT= 440-16
INV OUT= 440.45
INV OUT= 440.60
INV OUT= 440.75
INV OUT= 441.50
INV OUT= 441-86
INV IN= 440.16 46
I
INV IN-- 440.45 47
I
I
INV IN-- 440-75 49
I
INV IN-- 441.50 50
I
I
INCOMPLETE PLANS
RUAMEL * MEPPER & KAM, LLP
consulting engineers
5800 FARINGDON PLACE SUITE- 105
RALEIGH, NORTH CAROLINA 27609-3960
FOR
SEE SHEET l0 Do NOT USE FOR R/ W ACQUISITION
FOR PROFILE. PRELIMINARY PLANS TO IffOFCAR " y
DO NOT USE FOR CONSTRUCTION

U,
00
-C
W
Q-
ROCHELLE DR.
633
1143
2'-
0
350 Iff I00IM.4
632 WfFi
If
51
52
53
STA.
-L- 60+15 LT
STA,
-L- 58+50 LT
STA.
-L- 58+23 LT
DA.
0Z20 AC
D.A.
0.090 AC
DA.
0.170 AC
C--
0.90
C=
0.85
C=
0.85
Q10=
2.257 CFS
010=
0.306 CFS
Q10--
0.578 CFS
CB
Ex. D = 374
CB
CB
RIM =
442.98 FT
RIM =
447-29 FT
RIM =
448.17 FT
INV OUT= 439.24
INV OUT= 444.29
INV OUT= 445.17
INV IN= 43924 52
INV IN= 444.29 53
PROJECT REFERENCE NO.
CARY 01-015
ROADWAY DESIGN
ENGINEER
CA 0
9 A SEAL
25523
40' 2 0' 0' 40' 80'
7402 9434
Ems Ra�D EVMS ROAD PLANS
/3367 2�5 2520----17038--------
Q>
2002 ADT
-PP�tn
OnOO An7 A
?
5312
x L
DR.
r C-0
N)
CA
0000
rn
50Z rPlIf j%C 7 ------
7 7 / PI
J4,5)
z
0 C� 0
him i I
L ROO
ELLE,
PPI 07
-WS260
(-n rn L-%'I/2sEIP
08 63 PC 542
W N016 04'42-E
:L4,7:POTStO.\\10 130-13FT
OD
VSTRUCTION
MGLN CO
im
-Yf- stallo+wx X
(A
P ND 6&G
z -&7/ Sk.49+48.0
4- Pff,SfaJ04193.57
L- 544-19.97-
0
L-
POC Std.56+72M !2819' Lt)
-95M Ft. LT. 84 Ft.LT.
-Y4- 10+74.58 Co
00
ff6
PROPOSED 5 SIDEWALK
30M ffrLn
L )
t
Ln-
-Y4-4403.46 r 71- Ln
_ _ 30M FtRr. LT
j
j
:L
LLJ
Sta.56 ::E
IL _j
./F 0IN C
�k- W
UAW K CHAVIS
*-di6-5j�
DO 3287 / PC 598
52
tn -Y4- 11400.54
11N FUX.- - f -L- .3568
55+79M 30M Ft. LT.
1 5 stai-0+0W
45M FUT. I -L- 56-6A6
Eiid ro ect
eta. 61+-:(�
74�7 POC ----
(D
OD -L'11-pcsta. 59+75.4\6
S01. IT 6"w/
76.50 T\
0
z 0
90D -
ca --nq2 Z I\ - 7724 Ft.
C
EXISTING CW
-n z
co P Am C. HEL!Ww OD
L co
S01613,- R. LLOYD -W4-
-n
I PN C) w
90-19FT v;
;D
JAL. 06 PC
,;o rn N,
PIN TT -BL- Sta 5-+4146 staT.6-0- w PC .0 10P
CB C-) -
T -;0 D I;_ - -L- FIX Sta.62+5&56 (43Jff RO
. AND 22SFD m- 'A
-54+9V-5t-- 40m Ft. LT. ��¢
57+AD-w &-5-r%W FUT. 1/260 TC 439.30
Ft. LT. -L- Szsz -L- 57+50.00 FC 438.85
B 45M Ft. Irt. LT. C� IN 43&24
LT. 4 55M Ft. IT. R
A45M
E L P
po La%"A 11,1%7 I%f WT 11 E)J
L.0 =751069.436&
=2660780.2134
0201611W !�i
4Zbu- =06�
C) S EL=442.08
C r9 9
-11!5W Ft.
02R C\1
O�
T- %W SO. Pm
+.36.45
MB Ln
0
1 0-
S 1 C)
ALJ
D LU
11
----------
I 1p
-7Z:
C 97 -E HOME . W
,%1wrn, Lv
50M Ft. ---I N3
-L- 57+XX\3442 L46- 0)
Q: 45.00 ft51 45Da - Ft. W-. m`
2SFD-L 'i F I --L- 574W4 T --1E- PRO b�-a SIDEWALK INTO Ab.
ISFD
WF
Ft.RT. rstSW 0
+7
& PC/ so 2AfY Transjtj n
( rFt. LT. Co
RT. z 3 OW 45-11 som
00 z DO 3616/ PC
rn 30.00 Ft. LL -n (D
O� END C&G
N/F C&GI
LEROY-FARRAR -Z0 Ln '-Y5- P07- SkJO+82.�94
PIN OT65JTos 1268 / -M -Y�- Pot
4 Ln -1
PCSt SZA
9w_ ts
SHEET NO.
8
HYDRAULICS
ENGINEER
CA
W
A V,
SEAL
18181
0
S
-L -PTSta -570.34 =Match,-,qx1st1f)gp- V=40 \.Tph
4
YSIDEW"
Z I
F" OD
N/F ED 00
GEORGE FARRARof' (D
PIN -4
DS 3151
-Y5-pcst
#1z z -------
00
La 0D
Ln 00
LD\ 0 Rp
LEROY_& - BE 4E�
TrY FARRAR , -i
END CONSTRUCTION A0 T�IORPE
PW 6165J7-0-1304 z -Y5- Sfa. 11+55.00
0
06 3616 PG 600
NIP f
PALLRM FA
C-) 49 PM
275 / PG N
Pl Sta 56
P/ Sta 11
77Y5---PTStc7. 12+ 00.58 (RT)
D I* 00' 00.9
6 30' OWN
L= 109.02'
I -fLra.-tj *Kbly
R 5.729-5ff I R 674e07;11 ; ,;
-c-= D2
INCOMPLETE PLANS
PLANS PREPARED BY :
RUMML * El TPER & KAHL, UY
consulting engineers
5800 FARINGDON PLACE SUITE- 105
RALEIGH, NORTH CAROLINA 27609-3960
FOR
7
SLL
FOR
SHLLI
PROFILE.
DO NOT USE FOR R/W ACQUISITION
TO 9W OF GARY
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION

- ~ } ! t- - ~ r - - - - ~ATE~ PROJECT REFERENCE N0. SHEET N0. I T _ ~ -
I - --r t . ~ . _ _ _ --r _ { I ~ f ~ ri i T i 4r- i r F i r - ARY I - I 10 I I ~ 0 ~5 - - _ . - - ~ OCTOBER 2002
~ } f ~-r-~ - -I I r _ ~ _ ~ ~ - +-r , t r . ~ t ~ I - I ROADWAY DESIGN HYDRAULICS
- _ r :I_. _fi _ I ~ 1 ~ - t ~ ~ --t - - ~ + } G NEER GINEER EN I EN
~_j ~ - - - ; -I - -I , ,I_~-~ - ~_G o' zo~ ao~ ,o• CAR CARP
~ - ~ ~t t t -~'r { F } L+--~..~-. - ~ - _.I Y T-'-' -tr-_- ~~,NHf •1 ~~iHMr, ••1 i ~ f t ~ Horiz. ~ p •,,•ti p •...y .
~ ~ I ~ f . ~ ; FESSIp,~, .,Q . ~ FF,SSIpN ;q 1 ~ . 1 ,
_ _ _ 0 4 .Q .Q f ; - ~ ~ , . G - , . Vert. ~ SEAL ~ SEAL
{ r ~ ~ - - i ~T r _ - _ i - ~ { - _ - : _ - - - - - - -i - ~ . - i-- ~ t I i 23982 1818 r ,
- - - - ~ I- - _ ; _ , - - - - , - - ~ - ~ - ~ , - F` . • , i
i ~ i y
r ~ - - - ~-_r _ ~ CANS 1 .I\E~• ~ `,j~ hu.•.• •f ~ •r.f.r+• 1~ • - - -
Riw REv.
- - - _ I _ - - _ '-~_rt I : I i - ~ ~ - ~ P.E. P.E. i t~ - - } ~ . _ _ . ~ - - - - I -
f : ~ ~ + i ~K I rt ~ t~-il ~ -
F--1 - - - - -'rte _ _ ~ ~ - i i i r 1 ~ ~ fi .
I I _ _ i ~ , - ~ , - , - - , fMt~ CAP _ ~ - _ - T--~ - - - _ , . r - E - - -
-a- t i - - - _ ~ ' . i- ~
~ ~ r
i I~ - . , ,
7- ~ _ + 7 ~ i - rt
1 i ~ i i i i _ , _ r - fi y
i ' ~ - - -r- A i - _ i _ 1 - - _ _ - ~ s - ~ ~ r I ~ ~ i t-- i ~ I ~ i -
4 ~ ~ - - ,,T i - ~ t 1 - ~ I--~ - - ~ ~ i rt
i T _ i L ~ - - _ - _ _ r ' A rt - - ~ - _ _ - - -

i- - - - , _ I t T
- - ~ ~ ~ _ ~ ~ - - - - - - T ~ { f t I ~ i
I i t
f ~ ~ _ { ~ - T t-7 , ~ _ . , - - T- - _ _ _ r - ~ - t fi ~ ~ - - - - ~ i i ~ ~ ~ '
I - _ _ jj _ _ . _ _ - _ - - - _ - - fi ~ } C ~ - ~ r t { ~ ~ I t--+T
t, a
_ f ~ t ~ ~ - fi fi - - - 1 _ _ - _ - - - T 1 i- ~ _ ~ - _ _ - - _ - _ -r_, _ I ' i - + ~ L I f- - - + ~ - 7-
- T ~ ~ - - ~ 1 -1
~ _ - , _ rt f ~ - - -
• I i - -I - - _ - _ _ T--- - - - - ~ ~ - - I~I ~~I - . ~ t T
_ _ _ ~ - - _ . _ rt 1 _ ~I i _ _ ._-1 - - - - - . ~ _ - s- - _ - - - ~ - - t f i, ~ - ~ _ _ t - ----r - ~ - - _ _ _ i - - r ~ ~ ~ i
} - _ - . ~
- ~ - i ~ - -
r . i i T
- _ - - - ~ ~ - _ ~ t - - - - - ~ - - - _ t ~ - - i I - 4 ~ - . _ - ~I - - I - - r - ~
_ _ a
~ ~ 1 ~ T . - ~L tr~ - - - - - ~ i - - _ . _ _ _ _ - -_T I t . - - - ~ - t--_ - _ . . -1 'i 'i t
- I _ - - - ~ - _ - ~ - ~ ~ ~ r ~ _ p ~ aT rB7 ~~f+ l~JF4} - ~ ~ ~ ;
- _ _ - - . ~ ~ - - - . f - - _ fi I t _ _ . - _ I ~ T ~ ~ - - r- r-~ - - - { _ ~_-~-r ~ i i
f. ~ r - T - . . _ - _ . _ - ~ - - - i
- - - -
~ ~ t _a - 1 - - _ _ - - _ _ _ - - - I -I- ~ i ~ 1 - - . . - ti - - -
-r - T ~ Y T. T - - . _ _ ~ 4 ~I - I-- _ . - _ - - - _ _ _ _ _ - - - i - ~ ~ _ _ ~ - 7 - _ _ _ _ I II I
_ - - - - _ _ a - - - _ I-
T T i ~ ~
- - - - T--; - - - - _ ~ ~ -r -w ~ _ .-ram- - - - rt- ~ ~ ~ fi
i - _ _ - - - _ _ --T ~ _ _ _ - ~ I ~ - - ~ ~ ~ - - - ~ _ - r - -
C p, I
_ _ , - - - - - _ - _ - _ -i- ~ - + 1- - - . - - - - - 1- . --r. - - - _ ~ _ - - - - - _ _ - _ _ . _ - - - - - _ _ i _ - _ i _ -
1 - ~I 1 ~ i t ~ 1 ~
- 1-.~ _ _ ~ _ _ _ 'i, ~ I F - r -
- - - I y 7C - -
_ i l i - - t---_. . - _ _ t_--__-. - . _ _I - ~ -~JI-- - - ~ fi i .
_ _ ~ I - r_ - - - - _ _ - _ ~ 1 4 - - - - _ ~-t
~C - i _ i i + t ~
~ - - - _ - - I _ _ - - - - _ _ - - T I t I . . 1
~ 1 - _ _ - - ~ _ _ _ _ _ _ . _ _ i ~ I ~ ~ - - - - - - - - - _ _ _ _ _ - ~ _ _ i~ _ r - - - _ _ t ~ J i
~ i
1 ~ - - _ _ ~ ~ _ - - - - rt-- - - - ~ i - - - - Y ` -r-. -Y- i~_ ' - _ - - - -r - - - -T I, - _ ~ _ - - i- - - _ - -'T - ~ ~ - ~ _ _ - - - - - - - - -
I i r Y i
~ _ - - _ - - ~ rt- ~ _ - - - - _ _ - _ I ~ - - ~ - - r-~ _ - - _ - - - - _ _ _ - - - 1- - - T i 1
1} T i i ~ _ 1-_ _ Y t _ - - - - _ _ _ - - t-1 _ _ - ~ _
. - _ _ - - _ . - - t ~ rt _ _ - r
- T , _ - - - - - _ . - ---I - - - _ - _ . - - _ -
: _ _ _ T_ - -r- - - - - _r T i ~ }
~I i - - - _ - - - _ . ~ : I l - T---- - , ~ _
- ~ ~ _ _ - - - - - - - - - -l ~ _ ~ _ - _ ~ -
: I _ -I _ - _ _ - - _ - _ - _ - - - _ - _ . - - - ---fi- ~ - - - ~ _ _ - i _ _ - ~ ,
_ _ I ~ - . T - T 1 ~ - -
1 . - -fi - t - _ - - . - - - - - - - _ - - r - - - i i ~ ~ i 1 r -rt - - -
I I t ~ ' _ 1_ _ _ i i i i i i - ~ _ ~ - - - - -T - _ - - - _ - - - - i T -i 7. , ~ 7
_ 1-- i I _ T, - ~ - _ - - i
- _ ~ ~ r - - - i- - - - - - - i . _ r i ~ _i_ 1 _ - - - - - - - rt1 _ - - - _ _ _ , _ - - . _ _ . _ . i i i , i. I - _ -
e~, i ~ - ~ I. i I ~ Y - - -fir Y-_; _ _ I._. _ - r~_~_ i . r... I, i i
r ~ ~ -'-1 - __-r--- } - _ _ ' - - ! ~ - - - - - - --~~T- - it-.. _ ~ ~ - I ~ f i ~ ,,a i _ - - .I.. ~-_t ~ I t ~ ~ r- ; i ~ ~
rt - -f ~ i i I
' + ' i i _
~ t- _ ~ _ - - .r _ _ _ - _ _ - - ~ _ ~ - ~ j j _ + - J µ
• ~ J_ ~ ~ - I
- . _ I _ _ ~
~ i } - i - ~ t - - fi 1
- _ I t - _ _ - - ; - _ - - - - - - - - - _ _ _ - - f - ~ - - ~ - - -rt , _ _ i r _ - ~ ~ . E _ _ r ~ _ - - - - - - - - _ _ . _ . . _ - i - - - - - ~ _ j ~ - , . i,
t ~ ~ ~ r _ - _ _ ~ - _ ~ - _ - - - - - ~ l- ~ ~ - - i
_ _ _ i i G - 1 ~ ~ - - - - ~ - - - ~ - ~ - - - - - - i _ - - - - _ i_-a--. - ~ - - - - 1
t ~ ~ ~ ~ i i ~ -
T ~ --r- - - _ - 1 f - - ~ _ i ~ 1 - - - - I - F - _ . _ - _ _ _ _ _ _ - - - - - - _ ~ _ I , ~ ~ - - -
I ~ i t ~ i i ' i - i i
i i t - T - - _ , , ,
_ I J _ , _ - i _ t-- _ _ ~ _ - _ ~ _ - - - t - ' - -
~ I i 1 t
-
I ; I. v ~I I
- - -
i i _ _ - _ - - - - - - _ i-- - - - _ - - - - , _ _ - - r ~ ~i
rt ~ - Y- . - _ _ - _ - - - - - - rt _ - - _ - - - - , - - - - ~ 1~RlELINIINAI$~ 1~LA1N~ - - J- - - Z
~ T i - _ ~ ~T _ 4 r_ _1- _ - - ~ - i i~ Ir - - i I?D ~o~' L"~ ~ ~ flEd t7oV9'~IBUC"0 8~3~T . _ _ . _

- - - ~ ~ a,- ~ PROJECT REFERENCE N0. SHEET N0. - ~ t - t ~ -
~ 1 I _ r - - - , , i I ~ ~ i - I ~ ~ - - ~ ~ CARP Ol -015 12
~ I 1 t ~ - - - I ~ ~ - - ;I ~ - - - ' r ROADWAY DESIGN HYDRAULICS
, _ rr r r _ , SCALE: ~ + r ~ ~ ENGINEER I - - - _ - , ENGINEER
{ - ~ T - T I ~ + -ter ' - - _ ~ ~ ~ ~ - ,Y ~ o' 20' ao' o`'' CAR CAR rt - ~ ~ ~ ~ ~ i R 0 t~
T- I 1 ~ , ' - 0 ~ ti.
I ~ ~ 1 ~ - - E 0 .~,•FE ION :Q F N. _ q» - . - i
r - i i ~ r 1 j ~ ~ ~ ~ ~ ~ i
i t rt- , 7 I - - - ~ 1~ 1 1 - : - . ,-t - t I' v t SEAL E L - , t - , _ r : , { _ - ~ , - , ! -,-t- ~ _ - _ _ ~ - 23982 18181 r ,
: ~
_ - -
r t I ~ ~ CONST.REV. .,F,o ti,,. - -
~a I ~ 1 ~ rt r~ i - - - r- -fi ' - _ i- - - P.E. P
-r- ~ I _ 1 1, r _ µ ~ - - T R/W REV. .E - j , - _ - 1 ~ ~
- - ~ I , i r i, f rt f - - JJ -t - ~ I I
/T n} I I ~i ~ ~ i I i I ~ i
II i I i - - ~ - ~ i f f , ~ ~ ~ I - - -t- _ , , r - -r- i ~ - I - - - i - -1 fi _ - I
E y ' I - I ~ - ~ + ' '-r-- - - - - - I --I ~ 9_ _ ~ } - - - t - _ ~ I r- - ~ I - F - i i- - - i r 1 -III L ~ t ! ~ - t
I } I 1 - ; ~ 1 ~ ~
- Ali i ~ _.-rte I, { ~ i _ ~ ~ I i -
1 I - - - -
~ ~ . - _ _..T i ~ Ir tom. iII ' II4 i _Ir-_ r~ - I - ~ 1 - - - ~ I - i - - I t ~ i i
- ~ - ~ - I ~
- - - - - T _ r {f _ ~ i i _ - - - _ - l ,
~ - - t - , ~ ~ ~ ~ I ~ - T - -
f i t~I
~ _ ~ ~ ~ I - ' ~ r a - _ r- ~ - ~ ' ~ ~ ~ ~ , T fi I
I 1 ~ , _ ~ i - , _ , - ~ t I r I r i ~ 1 I t I
r T ~ T - - ~i - i -rt - _ , I -rT-, rt-- _ ~ ~ - _ h - ! t i ~ - l i ~ ~ ~ i
_ _ I ~ _ ~ { i i ~
I i ~ i, ~ ~ ~ - _i i ~ r I i ~ r_ ,
i I , - I ~F I- - t - -
~ ~ , Y ii i } - rt-,- - - - - - 1 , I i ~ i
I i r._ _Y4I i- T- I _ ~ _ _.r _ ~ it ~ ~ i- ~ _ - - - - - _ - ~ T
lip t-} ~ , f i r ~ ~ ~ 1 ~ i
, i i , , i i _ I -
- T - _ _ _ _ _ , - - - - - ~ ~ - ~ - - - - r- _ _T - i f _ ~ I 1 - -r ~ i ~ rt _ tt _ - . _ . - - - - - - i - - - ~ - - ~ I 1- ~ --1 ' 1
_ - _ - _ _ - - ~-T - , ' _ _ i ~ --r t ~ _ - -1- T_ i t
I r- _ --t_ J ~ - - -r ~ 1 f - - - - + _ ~ - - - - ' _ ~ _ _ - - { ~ ~ + {
i~ f rt . r _ - , ~ i -f-~T - F- + T-- - T , r i
- _ - ~ ~ I i -
i i - _ - _
- _ ~ _ ' T ~ t ~L . -fi ~ ~ I 1 ~ - 4 - - T-1 -rte r ~ I - r 1 - ~ - ~ . -art: - - -
~ ~ ~ ~ - . ~ } - , I i ; I T -
- I- ~ _7 _ , . _ - - - - - -
- - I I i I I I i _ I I - - . ~ - -
t _ - _ _ rt - ~ r~ - _ . _ _ - _ . ~ - , i - - _ a T~ Ti - - ~ I - _
i I I f - - - - -r--~ - _ _ _ _ _ - _ _ _ _ - - - - _ - - - - , - - , - _ - - - T-- - . _ ~ Y-, - ~ - - - T . ~ -
_ _ - ~ t t ~ 7 r r fi
~ , _ T - ~ _ _ _ - _ - - ~ - ~ _ ~ ~ ~ i fi i ~ ~ ~ - -I -
, i I
it i ~ _ - - _ _ _ - - - _ _ - _ - - _ _ - - ~ ~ ~ _ I r - - ` f - ~ ~ - - ~ _ } 1-
, - ~rt - - - - - - - - _ - - - - r t-r I ~ t I - - I ~ ~ I -t-- t i. - - - - - -
- _ _ ~ 1 I - ~ ~ -t r. ~ ~ , ! i i
i,. i ~ _ - _ T I
- - _ • _ ~ ~ I~ r I _ -T. ~ ~ i _ _ i I - - - ~ T-~
f ~ ~i - T L-~-- ~ -I--_ ' - - - - _ _ ~ ~ I ~ - - - - - - - + j T i. i j -j I
t ~r ' r r _ ~ _ r , f-~- ~ . i I I - -i- - t 1 t. - r . _I.. - - - _ - ' ~ - T
i I ,IT, - - - r . - _ _I-T _
I _f_ + _ _ _ _ _ I I i T , ~I , _ - - - ~ ~ ~ - i , - - - ~i I j ' I
i .T i ~ L ~ ~ i f ~ J fi ~ I I i i ~ ~ ~ i
y _ _ _ - - _ _ - 7 ~ - - - t 1--~ - , _ i ~ I~ ~ ~ ' -r I j I --L ~ - - - - T--- - - _ _ _ _ _ a- - ~ i Y ~ - ~ - 1 ~ i, i i ---~-I -
-T- - - - - ~ . - - I -rT- - . ___r. -T ~ ii
I { - - - - - ~ - - - - - I i r 1-- I t
. _ --r ~ - -
~ _I r-_ i { t i ~ r I r i --7- 1 t t ~ r I,
µ T , ~ ~ II Y ~ - t-.-
, ~ i I i ~r ' i ~ -
~ I { ~ l.- ~ ~ _ ~ ~ ~ 4
t-'-.. _ I ' t - - ~ - ~ -L ~ ' , _ i - -
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ C ~ I~ i i _ a y ~ : _ tr
- ~ ~ _ - ~ ~ - - - - ~ - - - - - - I j _ I~- ~ ' { : _ ~ , + _ -
l T ~ _ } I ~ j- ' - _ I ~ II i i i I fi i ~ i! I ~ i I I ~ ~ ~ ~ I ~ ~ - - ~ ~
_ ~ I I I- i i i I i
~ - - - - , I + , _ _ + I - t ~ i ~ i ~
i r t ~ - 1 ~ t I ~ - - i I 7- t i ~ a
i ~
E , _ - 1 i { i
I I-I t 1~ I t t ~ i _ + I f-,- , ~ - - r' - - - - I' ~ i I i
_~~I _ T ~ ~ D 1 J, r + - - -r -
, a ~ _ - _ - - - ~ I_ - - T ~ ' -F - ~ - - - _ _ 1 - - - - - - - - ~ _ i
_ I i i ~ I { ~
1- -r - i _ I - _ -T I - ~ - i r- i I i ~ , ~ f ~ , , - - r - - - f i ~ ~ ~ ~ f - - ~ - ' ~ - ~ _ - Y ' + ' ~ ~ ~ ~ i ~ ~ ~
_ _ _ i i I I 1- - - - t ~ ~ 1 ~ ~ _ r ' -'-r ~ - - _ ~ _ _ - -
~ 1_ - _ - ~ , _i _ ~ _ ~ _ _ - + t r I i 6 fi- i J , i ~ - . r- - - - _ ' I '
- ~ _ _ ~ _r_ - t ~ I - I-I - - - _ I - I r I i, 4 - _ . - ~ - r - I - i I ~ - ~ ! - - I - - - ~ I I ~ _ -
_ - ~ I t rt I ~ , I I ~ , i - _ i I - I i ~ i ~
i I I i T - - ~ - r I t _ I I i i F _
~ t ' ~ r i - - I - - ,i ~ - i w
i j , , ~ I I r i ~
1
- ~ 1 _ i ~ I - - ~ - _ - , H
{ 1 - ~ . ~I - ~ r_- - - -ice _ ~ i i - - { 4 - - - t { ~ { I - - ~ ~
- - - _r - - ~ _ -~-rte I ~ - _ , < F ~ - ~ 1 ~ f ~ i i1 ~ _ - - - _ r - -i r _ r I ,
~ - ~ • _ I i- - I + ~I -4 _ - r - ~ ,
- ~ ~ _ + I ~ _ l ~ 1 ~ ,'I -
_ ~ _ - - - ~ - - - - fi 1_
II I _ } ' , - _ - - I , ~ ~ i _ _ 1 ' f j -I- ~ I G - i - , _ ' ' ~ - -
, I 1, ~ T Ii A ~ I , r - Ir_ - - - i i _ I - - - - I I - - - 'I 'i, 'I ii " ~ }I
f I ~ I I T i I ~ I i ~ ~ i , ~ ~ , i - _ C .
- _ - - - - _ - _ F I i I ~ ~ I I , f ~ t I_ I ' -f. - r - _ - ~ - ~ i~ . I - I -F- ~r - - - - ~ - - - . - { - - - ~I~~LI~IINAI~Y hLANS r
_ _ ~ r,-~ ~ f - r i ~ r - ~ T ~ _ 1_
r rt, r t - - - , I ~ ~ - - ~ - - ~ i N~~f 1['~~ a~l$ l'~9N~~'RUCd"VAN ~ r--
_

- - _ _ _ rT ~ ~ L' 0 PROD. REFERENCE N0. SHEET N0.
~ ~ i - - . - j ~ - _ ~ 4 i L- + ~ _ I ~ ~ ~ I _ _ I } I GARY 01-015 X-11
f-- ' _T r 1_ t'r ice, II - I 1I
j. i J ~ _ _ _ i. - - - ~ ~ ,
i +1_ I ~ f ~ _ - ~ _ _ _ ~ - r - 1 r 1 I - ~ II _ , , , ~ I { I ~ _
r ~ ! _ ! ~ - - ; ,ter ,-t , - ' ~ , G ~ f ~t ~
_ _ . rt I 1- ~ ~ ~ - - ' t f - - - I
- - _ . ~ - . ~ ~ - - - ~ I - - . I
- -
+ _ r ~ _ - j- - I - t t , . ; j ~ ; _ _ _ _ _ _ I - - - - I .r. I . ~ I - -
_ _ . _ - _ ~ I- , ~-r - rt ~ i _ . - - - - - - ~ - . - - - - r- - - - - - + ~ - _ _ ~i _ - I I I _ - I ~
+ - _ i_ - - - _ L' ' _ } ~a_. i I _ _ I _ ~ - - - -r'-- - - - - _ i I _ . L - 1 .
~ I - - , - i l . , _ _ - i ~ ~ f I i l I
. , I_ _ . _ - - - - i i a « l - - - - _ _ - ~ ~ - ~ _ _ - , ji F 1 I - ~ _ I I ~ . - -
' ~ ' i_; ~ ~ 1 _ _ . - - - - 1; _ T. ~ I T~ I J ' i I _ . - - _ - - -
_ _ , t ~ ~ ~ _ _ - - - - _ t- - - - - _ ~ ~ ~ - ~ - - _ _ - - , i- t I I I~ - I ~7 I ~I I-rt I I r~ -i-
r ~ 1-. L _ I_'. _ - - . _ - - - - - - - - - - -fi- _ . - I 1 I - - - _ _ --i- I _ ~ ~ I , } ~ _l , ' i
_Tl _1_ ~ _ - I r ~ - I T - - r- _ r _ _ i i - 1_ _ 1 y , ~ l ~,_I ~ , . _ _ I - _ _ ~ _ _ ' _ - _ + ~ _ r i -1 ~ I ~ - ' - I - . - _ . - I I
. j I - I - - _ . _ _ I _ ~ . ' I~ I
. y-- . - - - - - _ ~ ~ _ - _ _ _ ' _ . _ I _ T 1 ~ - _ _ - - . _ _ _ - - I ~___J_ I ' r, 1 I I ~ I I I I 1 I - ~ ~
I,-T ~ - - i ~ 1 ' I ~ I - - _ _ i- _ I I ~ E rt j i ' I ~ _ _ - _ _ I ~ I i .
- _ ~ i i - - i - - i --rt i i r _ t - - ~ 1 _ - - - - - - T_ _ _ - _ i I ~ i _ t - _ _ - - _ - i ~ - I - . , . _ - I I I _ I ~ L ~ _ - _ - _ - -
' _ . _ _ _ . _ . _ a - - - - I' - . +-t 4-
_ _ ~ ~ i._ + j _ _ , - ~
~ . _ _ - - i - - ~ :T I I I « I I i L - ' _ _ - . _ _
- - I I 1 ~
~ ~ - I - - ~ f- I , , I
I+ i _,-i_ _ _ . . _ - _ - --r-- r - - - ~ i ~ ' - _ _Y--' .rte ~ II I I I ~ I i i - I i
- - I 1 ~ a rt I ,I
1_. _ _ . - F-, - - ~ - -
-~-r , ~ r _ ' - - _ _ I I
~ I I I I - _ _ _ ~ ~ ~l'
~ l _ _ i ~ - I I ! I I I I
_ _ I I I I I r _ I I I
. ~ ° -1 I - - - - _ _ - - - - - + ~ I i ~ I I i i ~ ~ - - _ _ -i_ _ - 1- - _ . ~ _ ~ I I I
T ~ 1 ~ - - - ~ ~ ~ ~.-I- ` ^f , - +F -t-, j rt. I I I. I, r II I I, ~ I I ' I I
_ - ' } j II r_-- _ _ . - . , . II , . _I , ~ I 1 t f- 1 1 t i i _II I ~ I I -
_ i ~ ~ - t ~ ~ ~ ~ ~ r - - « _ I ~ _ r- I ~ I
- i I - _ , I j , _ j ;
I I - _ ~ i , ' t ~ ~ 1 ! 1 I 1 i rt 1 I I I I l I I t 4 , 1 C t ~ -1 1-
r I t -I . I . _ _ 1 I ~ , ~ I E I I I } I i- I ~ I i1 i I - - ~ ' -r - - - ! I; I
~ ~ iii ~ _ ~ i ~ 1. '-.~-i _I-.. - - _ t II I II ~.I-. I I _f ~ I _L If. _ - I I _ - i , I I - . I I i I
~ +~-1 ~ + -t. - -4 . T I t . + + _ ~ _ , , F y t 1 I ~ - - - - _ _ _ - - _ _ ~ ~ ~ i I { _ . - _ _ - _ , t i ~ a
- - _ _ _ ~ - i _ . ~r 4 ~ _ -
' + i ~ i i _ i i I l . f ~ - ~ - I I I
_ ~ ~ I ~ i. ~ + t . ~ - Y-~.. _ I-_ ~ _r- ~ ~ i I ~ i- - t~i I I _ _ r ~ t~ ~ I I I t ~ - I I I
I _ - _ ~ t _ _ :_:I. r. - - _ _ I j
_ i ~ i_'i 1 ~ _ - - - 1 _ ~ _I _ ~ a - - - r ~ Y ~ _ t, _ . _ _ . _ . - t ~ ~ ~ - } i - r L _ , , , . - - _ _ . _ ~ ~ ~ ~ _ i ~ . - , - - _ _ _ r . I I rt-+ - I _ ~ I i ~ I
- - ,T1 i _ _ - _ _ i-I _ r - _ ---Y - - - - _ ~ : _ ~ ~ I ~ ~ ~ , I~, I
_ ~ 1 ~ _ _ _ - _ - - - - - - - - - I - - - } - , ~ ~ - ~ r i , - I _ ~ I _ - - _ I ~ 1 ~
~ I I _I - - r-__ _ { 1 - I- _
t - li l I ~!~I Ii~~ - - - _ 1t i ' 1r~ _
- - - ~ ~ i r j I t ~ ~ _ - i ~ - - _ - r _ ~ - - + y ~i - - - - - _ _ _ ~ ~ t ~
k ~ T - .c _ - I I
,I ~ _ 1 a~ I I . _ ~ r Ir - --Y - ' - - - II f f r 'I - - r I - -r
y r~ . LTA-r- - ~ t-~. _ ~ + ~ - - - - - - - - - - - - - a-' ~ 1 4 it _ I- I ~ r_ ~ ~ - - I- - - - - - - ~ t r 1- _ _ - ~ - ~ ~ - t I -}-r j t ~ -
~ _ _ - _ ~ ~ j 1 j _ ' ~ ~ i~ I I~ j i ` i _ _ - _ ti- - - - ~ I -
y~ - } I ~ ~ I I ~ { ~ j ~ - - ~ - I - - _..i. I.
~ ~ _r ~ j i 1 , ~ ' r, rte, . , , Imo--` ~ I ~ -Y- ~ ~ ~ I I i
I { _ _ _ _ _ _ _ _ . _ - _ ~ _.I-. - ~ ~ - _ . _ I I - ~ - I
---1 r . , , , , I - I 1, - ; , -a+ ~ t ~ - - - - _ - - - - I - - - - - - - - ~ - - LI ~ - _ - ~ 1-; I _ 1 1- f 1 rt I
' - - ~ r Y _ - . - r - f -
1 ~-r T + ~ _ ~ 1 ~ I ~ ' lI I i ~ - - -t rt~ - - ~ ~ I I i _1 ~ I 1 F- t I I ~ I I _ r.- _ _ , ~ I ~ ~ ~ -_i 7
' - I ~ - 1' + ~ r- i ~ t- ~ I 1 T~ - - -r r t- I ~ I I - - , { ; } t S _ ~ - . ~ _ ~ ; - _ - ~ , t _ - ~ I it I , t C ~ I I I I I
r ' _ '1 I _ - I_+ _ _ l fi+ Irk ~ ~ I ~
t ~ - ~ _ . , - +-r 1- I F f I I i _ - ; -r ~ t I I r I I I rrt--' i t I I I ~ I LEI I
- - 1 - - - - i _ -l, j- , I - II
~I t - - - - - _ _ _
-I - - -.E__. i - r-- - ,_j'i --,r F sir E~- - i _ 1- _ - t - - ~ r rt - - h- - - ~ F i ~ { I I I i s I„ I t _ + ''t ~ _ l - ~ ~ 1-- I ICI - ~ ~ I tfi ~ III I~~I ~ ~ f
- I-- . _ ~ ~ 1 i 1. - - r- . - _ _ ~ _ ~ i ' ~ ~ L T t i I i ~ j « I 4 1 I + I
- ~ ~ Y + --r ~ C - - - i G y I lL- i i_iI iI I I, Ii I.. _ t ~ ti I ~ l _ I
_ - t - r . -tom _ t. ~ - '
L - - - _ r, ~ t - I
~ _ ~ _ ~ - F . ~ , . '--T_ , _ ~ - - Vii- r ~ i - - f ~ - I _ I ~ I~_ i~ rI ~ I ~ I j.rt i I ~ r I
- I t ~ I - I I I I I
i ~ I i -'r 1 } r t i - ' F , ~ ~ - rt- fi ~ ~ ~ } ~ I I --~-i -f ~ Imo{- -fir j i ~ ~ I { I f ~ ~ I ~ I I ~ r f ~ { ~i ~ - 1- , - _ ~ II - ~I I L ~ I t ~ I _ _ ~ I ~~I i I ~ I~ I I
- - ~ I I t r _ f ~ I I I I + i ,
- - ~ _ - , j I r j - _ - - ~ ~ ~ I _I. ~ E ~ r 1- ~ - 1_ J - L I a-~ r - I T I I I ~ I
i ' fi ~ I t --i ! I I i ~ 4 ~ ~ ~ - . - _ - ~ r l
'4 1 _ - - -t - I I I I j - _ _
' ~ ' ' 1 l ~ ~ _ ~ - - - ~ - , r I ~ - . I I - - - + _ , I I ~ rt I I I I~ I- I I I I 1 ~ I
1 ~ } ' ~I I, _ , _ _ - + _ - ~It I I I ~ I I
' I I I ~ _ I ~ - -
- - ~ r f _ _ ~ i f ~ i ~ - - . ~ E ~I, I - - _ _ I - ~I
' ~ j ~ - 7 - - li - C L I j ~ ~ t ~ ' I- - ~ i ' ~ ~ i~ it I ; ~ - I I I ' I I ~
- I ~ -f ~ - - r ~ ~ ~ .-r - ~ I ~ _L -I h- ir. i __j_ r 4 __.I ~ r': I i 1- ~ L , i - « ~ - I I I I 1 j I 1 I i _i
- _ _ . ~ ~ i ~ - - ~ j 1 ~ - - - { t _
- I ~ i ' I i f i
r - _ ' - I ,.ter- Y _ _h-. ~ I 1--
F--_ ~ i ~ t-~ - - - r . - - ~ - I I J ~ - ...«.+-4 - .art- i- - - i. ~ i II
_ - ~ , ~ ' - - ~ ~ - . - ~_1 a I I I I I - _ --r I ~ r _ _ _ _
i ~ _ j i ~ j. i_ f i 7 r ~ ! -a ~ + fi- - r r I - r- _t fi r-i ~ TY-~ - - - - I ~ I - - r FT_ . fY 1 I
i j I ~ II ~
- t_T - _ , - _ I 1 ~ I I- i i a I- t I r I ~ r I ~ -fi't' I ~ _ _rt ! ~ ~ i r ~a J ~ ~ , I, I 1 _ ~ r I
Y~ { - - - + _ ~ ~ C - - - I ~ - ~ I-1 i i l- - _ - - - - i _ - I I
~ - + I I I I I ~ I II II II } a I - I i - _ - - { - _ I I - - ~ ~ t I ~ I t I I -r I - ~ } r ~ ~ i li 1=- I L_. '.r-. _ ~ t _ ~-~-F-. II ~ . _i.-_ L_~• I i I ~ _1_.1_--~ 1-- ~ I ~ I I __I-
' ~ ' - _ ?~.7 ....1- - I. ~ - - - I r -y~ A-~. i ~ i ' - - - - I I 11~' I I~ I I~ ~ _ _
I
tiT - r art- - F ' ~ I.- - ._-t- - _ i l - _ ~ I, - I - - - I i ~ ill- y_ 1- - - I I i~ I_+
- r -1 ~ ~ - - _ ~ ~ ~ a ;-1_ ~ - I 1 + ~ ~ ~ - +I
_ II _ _ - _ , - . ~ - y-,- I-_ 1, _ ~ _ L _ _ -4- - ~ ~ ~ is _ -I _ _t{_ _ + _i}_ ~ _i ~ ~ I f i I r - _
1 - - - - ' , - - ! _ ~ _
i - - I I - II I I - - - ~ I
_ - - - _ ~ fi' 1 ' y ~ ~ _ I ~ F ~ I I t - I I f I - - _
~ i I r ~ ~ ~ , I. ___1. I r - - -
- - ~ _ _ - _ I-` I I
~-mot ~ r} I ~ I ' - _ i ~ ~ - - _ _ + - ~ - } _I_1 I a- I I -I + + - I 1 I _ I I ~ I I I CI~ I I I I I ~ ~ I I { -
i ~ , ' ~ ii I - r I ~ j t. j

i _ ~ r , , - Q ~ PROJ. REFERENCE N0. SHEET N0.
_ - - _ ~ ~ i } ~ ~,1 _ ~ - r ~ - ~
fi _ I ~ _T - -T_ ~ _ rt ~ - - ~ 0 0 5 5
I i j - rt ~ r + ~ -i ~ L ~ ~ I I - ~ ~ a ~r Y
Ij. t - - _ ~ - ~ - - I I ~r f I t ~ - - - - r- i , 1 ± i f t ~ - ~ - rtfi~ ~ rt- ~ ~ ~ ` ~ 1~ . I ' . ~ _ 1
_ _ - - -.T ~ ~ ~ ~ - ~ - - - - - - - ~ ~ -~-tom -i-- -t~_ - - - +
- - - ~ I~~ , ~ - ~ _
- - I , _ Y fib-- r 1 T ~ t 4 ~ ~ ~ ~ - ~ I - _ I ~ r ~t ~ , _ i ~~I - _
~ i - - - ~ - - - i t t ~ , _ - + . - - . - - t I L - -
i i 1 ~ rt a - t _ _ t i. ~ ~ f _r ~ - f-. ,-.11 _ ~ t ~ ' ~ ~ it ~ ~ I ; } ~ ~ ~ - 1
; 1 I
~ - _ - - r i
1_ . _ _ _ - r I. t ~ i _ ~ f r - - ~ ~ i ~ i t I I . +-i C~
I_ _ - - i } i . ' _ . T--_ .h r ----rte ~ ~ - -I h I _ ~ ~ } i J ~ I I ' ~ t T.-
- _ - ~ _ ~ ~ _ _ _r_ _ I ~ ~ ~ 1 - - i_ _ --tom i 1 ~ _ G
~1 ~ . ~ _I - 1_ I_I ~ ! _ ~ , ~ LL i + 1 ~ rl-l_ _ _ --r1. 1-- + ~ _ _ i C i ~ _ L i
- - - ~ _ ~ L rt ~ t h ; ~r + r- ~ ~ I t - rI I
JI 1 r ~ t I + I _ ~ _ - I . i Y- ~ f i i
I + i i i i
I I I ~ I 1 _ - I f 1 _ - ii~~ ~ ~ ~~t - I - - ~ ~ T_ _ - - - t ry _ ~ ~ - . - _ _ . - - . - _ i ~
- ter- - _ - ~ ~ i F i r ~ ~ ~ ~ ~ I ; l i f i i ~ i h ~ - -
I ~ a _ _ _ . _ _
1 it .1 ~ ~ 1-- 4.. 4 _ _l ~
~ I i - i 11
- - - T 7- ~ ~ rt - - - - - i _ - - _ w_ ~ f,..
1~ - . - _ . _ ~ ~ ~ ~ f~ ~ T ~ I 1 ~ _ I - _ - - ~ - - r
l - - _ - _ _ _ _ - i , _ _ - - T ~ - -
T ~ f T - - _ - - - - _ rt L_ _ _ _ _ - a- _ I i ~I i a ~ _ i ~ ~ ~ , , ~ _ - _ . - - - ! - - - - - _ _ . _ . - - - _ - ~ _ i I ~r_ }I
l . } ~ 1-- t } 1_t--- _ _ -
_ _ . i ~ , y ~
~ I ~ T~_ _ ~ _ , I i _ - ~ L - - - - _ , -I ~ - - - - ~ - fi ~ ' _ - - _ _ - -
+ , , ~ + ~ ~-r - . _ I - - ~ - . - -
-
1 ~ - { - - - - - - I I i i ~ I
~ _ y _ _ ~ i_T . _ . '.'-,ter - ~.1-- r i. - - - . I I _ _ +
_ ~ _ , ~ a i , I _ . I __._f _ ~ T ~ ~ : _ _ . _ _ ~ I-_ __i - ~ -+-i { ~ ~ - ~ a i ~ - - - - - ~ + - - - l { r i G _ - . _ - - - - ~ - ~ . _ _ _ . I I
. - - - _ - - ~ _ _ - - - I-~ - - - - - 1
i ~ J.. I i _ I i ~ _ _ _ _ ~ ~ _ r~'_ _ _ . _ - - ~ rt I ~ i ~ ' ~ - - - I _ - - _ .1~ - . - ~ ~ ~ I
1 Imo, ~ -r___. _ _ 1 I I _ t.~ i... ~ ~i. - T _ _ - - - - - - _ _ I ~ + , _ i I - ~ ~ _ h - - ~ l ~ _ r - . _ -
T - - r_ - i ~ - i ~ ~ 1 I _ _
I - ~ . ~ _ _ ~ L ~ - - _ - ~ _ _ . _ - - , _ - i ~ ~ ~ - ~ ~ ~ ~ t - _
- - 1- _ - - - ~ _ - -Y ~ , - _..-I _ h _
- - - I_ _ t--+. ~ I _ _ _ _ - - - ~ . ~ T.-- - - - - . _ - _ . rt-~~ ,I ,
- - - L_- ~ ~ 1 . _ ~ r i
~ ~ i. 1 G - - - - i
~ ~ _ _ i_._.. _ i_i _ ~ . - - - I- ~ -._t - _ - - - - ~ r ~ a _ _ r - _ ~ i
i _.j . r. 7 { T.-._ { - - _ _ . .
II I _ i ~ ti--. - - ' ~ I -
~ ~ -i_ _ ~ - _ _ _ _ _ ~ _ ~ ~ ~t. 1 , . - - _ . . ~ I I~ I i ~ F i
i ,T_ ~ ~ - {
- _ y j. 1 ~ _ - _ - i ~ - - _ - - - _ 1 - _ - _ _ _ - . ~ ~ L h-
_ i
_ _ ~ ~ '-r ~ t . , - ~ ~ - - - - - - - - 1 _ l.. - 44 r ~ t-_ ~ I ~.1 l-i ~ ~ _ - - - -
~ . t ~ ~ I - - - - - - -
_ _ _ i _ _ _
- I ~ y i t ~ _ J- - ______rr
+rt~_ _`-~-i-'_ _ fit ~i I. ~ ~ - - - i ~ - - rt ~ ~ i _~i ~ _ i _ . . _ _ . I - _ _ _ _ _ - - - - 1 _ i-~ t ~ T _ _ i ~ _ ~ - - - ~ 1 i_ rt , , - _ - _ _
i__ ~i
_ ~ ~ .1__ _ - _4._._.. - F - - - - 1_ , . _ _ ~ -t j 4 - - ~ - - - - - - - - 1 ~ ~ _ ~ ~ ~ . - - - - - ~ jI~ ! ~
~ ~ - ~ _ _ t~ j
i - _ ~ ~ ~ _ - - - ~ it r j_ . , - ~ ~ E 1 ---r-- - - - - - - - - -
- ~ r- - i _ _ ~ ~ - I ~ . - - - -~-t- - , + - - - _ - _ ~ -i- - - - _ _ I t I ! ~ t - . - - I
~ ~ ~ _ - - r - _ _ _ - ~ - y iL1 ~ ~ -l ~ ~ ~ - ~ t ~ - F
,ice ; ~ i i - ~ r J_ _ - I ~ _ ~ 4 ~ I ~ - ~
~ I ~ ~ i {
~ ~ r ~ - ~ - - ~ t_-~ I I _ _ - - - ~ . _ - - - _ ~ - - - ~ I-~ -t- f - - - ~ t . - - - - . - - . -
1-I y ~ _ _ y_ I t ~ a_ - - - - ~ - I-~ - ~ I
~ - i ~ -
f*+S - - - I {
- -I - ~ ~ - ~ _ . _ : - ~ ~ ~ ~ I ~ , - fi ~ ~ ~ ~ - +-r - ~ ~ - - . - . _ . . f
_ i I i ' - ~ _J-.. _
t ~ - _ - - - i i . _ 1------ ~ ' - ~ - ~ - - - _ - - - ~ -
~ l _ _ _ _ _ ~ ; i ~ _ _ -Y 1 ~T i r ~ -r _ -r-_- - - - - . - _ - - _ ~ - ._.r.
. , _ _ r i _ r-r _ ~ - i I ' i 1 -I i i ~ i - - _ - - _ - I-- - _ l i _ _ _ I _ r I i
~ r t ~ I - - - i ~ ~ ~ i
i - - ~-r , I ~ - - _ _ ~ 1 ~ I ~ T it i r- ~ ~ -
- - f _ _ ! _~i { - -
~
r ; r ~ _ _ t i _ - 4 _ - ~ ~ _ _ .
-t- . t T__. I, - . - - - ~ ~
-E . r-.
i- - ~ _ T - r ~ ~ _ _ _ ~ i j I ~ ~ - ~ - _ _ _ - -
_ - - t r i ~ - - _ _ , _ T ~ r _ . _ _ r i I
4T ~ 1___._: - - ~ _ _ - - I - ~ - ~ -I - ~ - - _j- __T. ~ 11 - - _ _ - _ - - _ _ r-~ ~ i- . - - ' ~ , lam- _ I ~ _ - _ _ . - - ~ i ~ l I . ~ t ~ f
r - _ _ _ _ 4- i - _ r , - ~ j ~ I
_ _ _
-i--% - ~ - - a_ - - - - - - - - - - i . - - - - ~ ~ t~ _ I ~ _ - ~ t ~ ~ _ ~ ~ - - . _ _ _ , ~ ~ ~ Ili ~ _ L
y G - - . F . - - _ - - _ - _ - - - - - - ~ _ T ~ ~ ~-r ~ _ r _ { ; - i - _ ~ _ r l i- i I t, i t ~ I ~ }
~ - a ~ : - - - - ~ - - - F fi _ - - ~ - - ~ i ' - + E E _ _ _ ~ _ _ - 1 ~ a-- - ` ~ ~ I I I . - - rt ,
~ A- r_i-___-. -rt ~T.. - - - ~ ~ - - _ . - l i a ~ - t~
- ~ _ -r
- - ' j - ' 1 ~Y ~1 I.I. - _ _ _ ~ ~ - - ~ _ - ~Y - ' _ ~ I ~ _ _ _ - - - - - _ ~ - ~ .
t
_ . ~
- --r , r ~ ~ ~-r ~ - - - I _ . r .
~ , - ~ - _ . _ - . , ~ _ l i i i
_ . --1 - - - _ - ! - - - - - i _ t I 4. - i ~ - . - f _ Y- _ - _ - - _ ~ i - _ - ~i I
- - I ~ - , . _ -i + I ~ i,
I ~ ~ _ _ _ _r._. t. r ~ 4- _ _ _ - _ ~ - a ~ t. r ~ t.. ~ ~ i i
- - - i {
_ , i - Y T _ _ . _ _ ~
. --r~ ~ _ i ; ~ - - - - - - - ~ ~ i ~ ~ ~ I _ _
~ I r _ _i ~ 1 i I . ~ I . - - _ . _ - - - ~ ~ : I I I ~ - ! - - - - . - - - - rt i i l ~ ~ , - - - - - - ~-ter ~ - _ - - ~ ; I ~ { - _ - - ~ ~ r ~ r , ~ I - ~-t - - - - t _ _ _ . - - . , . - I - - I i - r ~ ,
- - . _ _ -4~~ ~ I I _ I - 1 ii i ~ { -
- ~ _r , ~ , _ _ _ ~ . _ ~ _ - F _ --4 . _ _w_-..~_ i--. i ~ - ' - - - _ f I - I 4 I i i 1 I I ~ 1 1 ~ ~ .i{
t ~ I _ _ _ _ _ r ~ i I „
~ _ . _ _ i _ a~ E ~_a t ~ i
~ 1 - ii . - ~ - , ~ _ 4 - ' ~ ~ i - - - _ i I
~ i _ . - L.- - ~ _ i

. . {
- . _ f t- { ~fi~ i I TLL ~ i ~ 4 t II 1 - _ i ~ ~ - i- . `t~ ~ 1_~ . ~ t ' ~ fi r~_ ~ r ~ ~ -1 - r 1-fi } ~ ~ ~ ~ - - - ~ ' ~ ' ~ _ D PROD. REFERENCE N0. SHEET N0. t 1
- - - + i - ~ ~I~ } ~ - I-- -~1 ~ .I ~ - I l GARY 01-015 X-16
- ~ { f t ' r I II r - - - - I
- - tl:- . _ _rt { r T rtr Ir i' - b ~ ~ ~ ~ --r I _ - - - _ T ~ ~ + - ~ ~ i~ ' _ _ ,
_ _ - - ~ - i + _ _ F -
<<
- - { - ~ _ _ r ~ 1 rt f f : f I
i --r~ _ I I ~ X11 I II - ~ , + - _ - -
-I- ~I---~-+ - -I- ~ j. ~ _ J -_--J : I -'-1-. -t- - f i ~ ~I i _ ~~~._.----1. 1 I -l. I- - t ~ - - - . - - - ~ ~ i it t f 1 l I: I'I, ''?i' I
_ a . I - _ - I L _ - , _ , _ ~ i ;i
I - r , ' r _ ~ I , } ~ ~ _ ~ _ ' . i 1
- _ ; ~ : E ~ ~ - i I i I I ~ _ r I i~-- I } I i I _ _ i I . , I
i ' r~_' ~ - r - - - - r , 1 ~ ~i {
_ _ . I . .ter- I I a, ~ I I +I
I - { r : - + T i1, _ _ r ~ i.
1 t I-- - _ ~ _ + _ . T - - 1 _ :-1 - - - --ter- - - I ~ ~ - - '
- - , ~ f - - - _ - - 4 J-: I - I ~ ~i y_I + i
i I, - - - -1
_f ~ I `"I I 4 i 1 r r~ ~ ' _ , . r - T-__-_ - f- - - - - .
` t ~ ~ ` ~ ~ ~ t i ~ I} T r i ~ ~ j r ; , : , . - - ~ ~ - 4 - fir- - - -
r i-- ~ I I ` i } I ' _ _ ~ - I . ~ . _ - T - r,_ _ _ ,
+ ~ 1 ~ ~ i I I~ ~ t ~ ~ ~ r - ' t+' - - fi ~ ~ ~ i ~ - - _ ~ -~-r+ ~ r L
r I ~ i t `ti ~ ~ . 4
_ -Tt - ~ ~ ~ ~I -~-f t..--_ ~ -r ~'-i - - - - r~~- I 1 1 i._ II_ - _ ~ i . II .T- I ~ i I it ~ _ ~ ~ ~ ~ ,
r _ _ } - I
:..i. ~ ~ I I _ _ i i i ' _ _ _ _ r ~ ~ I ,
{ i ' 1-.- . . _ _ ~ i i ~ ~ ~ ~ F- ~ - _ - - ' I i _ r I -r _ _ ~ - ~I _ T I _ ~ -
~ ~ ~ fi .T i ~ ' ~i t ~ I ~ ~
} ~ 1 ~ - { I - - ~ ~ ~ fi - ~ -
t I ~ I I , , .i. - i II, ~ ~ I 'I I _ ~ . , _ T tom' 'T- - ~ r _ t _ . _r ~ ~ ~ I 1 ,
I ~ l
~ T ; r . i T ~ _ 4 _ _ _ ; .
I . t 1 ~ t . - - L - _ _ ~ i ~ - - - - - _ ~ _ - - r-- ~ 7 I
_ ~ - _ ~ - i_! - ~ - 1 ~ I I ~
' + ~ , 1I _ ~ , -
i - i
F ; - - ` ..L. - - L - ~ - - - - ii _ _ it - ~_1. - - - - ~ - - - - . - I tt _ _ - ~ - _ . _ I 1 i. i { . -
- - - _ _ . _ _ - ~ - ~ I .
III _ _ ,_I I I. ' ~
I _ r i + I I L ~ 1, ~ - i i i i l _ ~ . . - - I ~ ~ ~ ~ - _ f _ i ~I- - I ~ - _ _ i i r -
k _ _ ~ ~ . _ ~ , _ - I I~ i I ~ I
f t- - ~ , y . - - _ - - I + ~ - _ - l~~ - - - _ I
i i ~ _ - a ~ I . 1 i___; G ~ - _ _ ~ - r. , ~ ~ I I ~ -
: ~ I _ ~ _ ~ ~ -
- _r - 1 I -T { - - - - - - : - _ - - - i ~ i ~ ~ - _ - - _ _ I
I F r~ 1 i - - - ~ - _ ~ _ ~ - I - ~ I ~ I I 1
. - I ~ { r r ~F - - - t _ _ . _ - - . _ , - _ i F _ 1: i t t,
i I , . 1~ ~ ~ ~ ~ i fit., I II ~ + . . _1T. ~ _ i- - ' - I - _
- . - - - ~ I - - - - f ~ i - _ _ - ~ ~1 fiT--- ~ - - - _ _ ~ ~
{ _ _ - . ~ I - f _ _ i ~ ' - l- - . ' +
I _ _ . _ . , l i 4 ' - - - t_ ~ _ ~ + 1 _ _ - _ _ - - - - _ _ . - - -r - I - I. - -I - t~--_. i ` i.. ~ ~ Tom"- - - - .
. - - - -r ~ w _ , ~ - r - ~ - - - - - } ~ ~ _ _ _ - - T_ . _ ~ - ~ - - - T .ter + _ _ __~~y ~ 1 -I I i :
i, - - ~ ~ _Ty ~ ~ _ I ~ _
i t li ' - I fi ~ ~ ~ ~ iI _ _ .i 1 - - }
_ .-Y- _ _ - T . - + ' - . _ i._ I : ' _i_'~_: _ Tom..: _ - - - - ~ - I ~ - i. . ~--r ~ ~ ~_1 ~ r I - I
_ : l I - - r- - ~ - - • -
i _ f - ~ -1 ~ r - { _l 1 - '-7 - - t } I ,F;; , - - - } ~ I ~ ~ _I ,
r -iJ-+ Ems- - - ~ I i , ~ 1 ~ I I-+ . - t - ~ ~ - - - - - ~ ~ I - ~ - - - ~ - - - - ~ ~ } - _ _ _ _ r ~ I i i ,i i - I
. _ _ T _ - - _ _ ~ ~ ~ ~ I ~ ~ i ~ ~ ~ ~ I _ _ ~ I ! I I I rt ~ L.~ t t -l-~. ~ 1 '_.:-C----.__ ~ - , L - 1- ~ - --I -i_,~.- i ~ + _ ~ I , ' -r-h_ _ i ~I I
ti 1__ _ a _ ~ _ - - - - ~ ' I - r. ~ - I i I 1 - rt i ~ 1 I, r ~ I ~ I 4 ! I
t 4_ . ~ - _ _ - - i I _ a
- ~ I i~ i f . - - - - I i _ _ I ~ 1 , ~ I ~ I
- _ - , I ~
_ ~ - - - r; ~ - t f _ _ - ~ ~ I ' I
+ - f - { - . _ 1 _ . - _ _ _ , . - - _ s_ ~ 4 -ter - - t... , - . ~ ~ - - -
_ ~ ~ . _t , - I ~ i _ i ~ - - t fi ~ - ~ . __-T- fi . I r ~ ~ , ~ ~ : ~ ~T
- ~ ~ I . ~ i j 1 ~ I _ - t ;i I ~ ' - - _
- - i ~ ~ _ '
- ~ ~ . { - - r I ~ I 'I r j
I I { ~ , r -
~ I _ 'r _
. . _ t t 7 r i I I I~ I I ~ 1 ~ ~ i i ~i ~ - ~ - -r - I . .
I ' w,
- ' II . ! - _ ~ 1 a ~ - ~ ~ I I ~J
y -I - - , - ~ + --F- 1 + - ~ . t _ - ,
i _ I - I ~ i I I ~ - + --r- - - _ , -,I I
- ~ 1- I- ~ ~ _ - r - ~ ~ - - _ - i f I _ ~ ~ { _ I I _ - ~ _ ~ I . , _ r_. i i
L _ I ' Y ~ + } ; ~
- r i - ~-r-~ f ~ - - - - ' ~ ~ ~ i~ + + ? + { ~ - II } ~ , L ~ ~ ~ _ i ' _ ~ i _ ~ I-_ ' ~ ' _ . _ i C I i` II
- ~ ~ I I - ~ : - - 1 I I ~ ~ , i ~ ~ ~ ~ 4 1 1 `kL I I i
I1 I III { I i
- - - - - - ~ ~ i ~fi a ~ t ~ t - _ I ~ - I II f I ~ ~ !
I l I -
- rt I iI - ~ I I ~ _I I i t ~ ~ - ~ I t ~ + 4 I i
- f_ ! - ' _ ~ -1~- ~ - ' Yom- ~ - - - ~ I t I + - 4 ~ ~I I ~ ~1 I fi . 4 ~ i } ~t
l- T i - ' ' ~ ~ ~ ~ I a ~ ~ iI ~
- I _ 1 i_ - _ - - - _ I- _ _ _ - - ~ - ~ - , ~ I! T ~ _ _ - - I . _
- _ _ - _ I i ~ f ~ L_-. i I
1 i ~ I ` I i - - ~ E ~ ~ ~ ~ I l-~ ' L. a ICI l ~ ~ ' ~ 1 - - ~ ~ ~ - - ~ ~ - i - - - - - - - I ~I i I ~ _ ~ ~ ' I - ' ~ ~ ~ _ 1_ I
_ ~ ~ 1- _ _ _ I _ i I- l I ~ ~ ' r I I i 1 ~ ~ I _ ~ µ _ . 1 - - I - - ~ T t,~ ~ II ~
_ a i ' - - - - ~ ~ Y } r ~ I ,
I J ~ f ' ~ I - - ~ . _ _ ~ I I,F l I l Y ±rt~ ii
t , F -r 1 . _ ~ a - _ , 1' I
_ l- ' - - - +-r - - - ' ~ - - ~ - I ~ - I { ~ ~ ~ - _ I i ~ _ ~ - ~ - Y a - _ - - ~ - - _ F , . - ' - I 'I'I ~ 'III •L t t i _ _ _ , T+ r-- t I
_ - - i ~ - - rt ~t T 1_ ~ ~ I ~ - ter- - - ! - ~ 1 ' 1 I ~ _ - i_, ' ; I I I
' f I { ~ , G- - - I ~
- - ~ _ . - f { - - ~ r . _,..-4- -I - ~ ~ -r F ~ -r ~Y- i- r -1 I i I I ' ~ i ~ i i I k.:. _ }
- - L { t ~ + t f 1 i_ ,j ~ ~I
_ ~ L i. ~ _ i I -r_... i__,. ~ 'l - - _ _ - I - i ----.1_- i. ---r - t - .i ji ...-L- ~ ~I I - - I I ~ f ~ I i ~ i - - ~ ~a._, i ~ ~ ~ - - _ , -~-I ! I - ~ l i _ 4 L r1-+ ~ - ~ 7 i - ' ~ i _ , . I j i, j I I 1 ` t --r ~ ~ , I I, I t L i+ ~-r -_rt~_-_.. _ 1, I I I I
t t I_ T-+ 1
- - - r
1- , ~ ' ' I 1 I' 1 ~ ~i r ~ I I
+ ~ ~ i - - ' { f ~ _ - - - I , I ,
Y, r _ ~ J I ~ ~ I ~ - i - - , , i ~ - - .J I
I . - - -r { - U ~ -r LLL {t 1~I {I I ',I , 'I ~I ' -1 ~ I~ I -1I I - j t ~ ~ ~ _ - - i - L _ - _ _ r 1

a, PROJECT REFERENCE N0. SHEET N0.
~ \ i X ~ i i ~ ~ r l i i ~
~ r r r ~ ~ / ~ , r r r i ~ ~ ~ , , CARP 01-015 6
~ ~ r , i ~ I 19 20 21 22 ~ ~ , i STA. -L- 32+73 LT STA -l- 34+53 LT STA -L- 38+55 LT STA. -L- 38+24 LT tz ` i ~ ~ i~ ~ ROADWAY DESIGN HYDRAULICS rowN of car rA. -~-~a+zair __~rt r ~
i ~ ~r 1 D.A 0.920 AC DA 0.925 AC DA. 1200 AC D.A. 0.773 AC ~ ~ ~ r C= 0.55 C= 0.63 C= 0.61 C= 0.63 ENGINEER ENGINEER A. 0.773 AC i~-~~ ; ~ ~ C~II~~~~(SI~~UPO~ • 0.63 ~ / / / •'••q op..uuq • t rr'' p r, po
1 I ~ I i l _ ~ , , ~ ~ ~ , 010= 2.024 CFS 010= 2.475 CFS 010= 3213 CFS 010- 2.981 CFS • . 10= 2.961 CFS ~ ~ 4.2 >r ~ 1 ( f •P•• N 4AR~ ~••i, •0• W1rtQ
1 t ~ 1 r~ _ : ~ CB CB Ex. D = 9,~ GB Ex. D = 5.74 CB i , ~ RIM = 460.31 FT RIM = 453.81 FT RiM = 449.56 FT RIM = 447.06 FT lu - 447.as Ft ~ ; ~ a 9 ;
~ ~ ~ INV OUT= 457.31 INY OUT= 444.72 INV OUT= 443.82 1NV OUT= 443.31 I ~ t ~ INV Ib= 450.81 19 lNV IN= 443,82 20 ItfV fN= 443.31 21 ~ V OU7= 443.31 1 ~ ` ~ • S C ; V fN= 443.31 21 ~ I, ° ~ ~ ~ ! ~•Q ~ ;
I ~ ~ ~ ~ ~ IMV IN= 450.56 A INV Iii 443.$2 21 A SEAL ~ ~ •
I 1 1 ~ ` I ~ 23 24 25 21A 25523 ~ 18181 ~ ~ i ~ ~ t S • t1A I I I ~ ~ ~ S S l C
~ ~ ~ ~ ~ STA. -L- 3924 ET STA. -l- 40+A1 LT STA -L- 4D+64 LT 5TA -L-36.57 L7 ti ~ ~ ~ ~ ~ ~ ~ \ ~ D.A. 0.225 AC D,A. 0.33'1 AC D.A. 0.243 AC D.A. 0.078 AC 'A -L-36.57 t7 ~ ~ i ~ ~ i ~ ~ ~ b A. 0.078 AC ~ ~ ~ B y 0
~ ~ ~ ~ ~ C= 0.85 C= 0.85 G= 0.85 C= 0.40 ~ ~ 010= 1.636 CFS 010= 1.398 CFS 010^ 0.826 CFS 010= O.i92 CFS • 0.40 ~ ~ ~ qN Ep PLANS 10= O.i92 CFS ~ ~ ~ •••an.na••• q•M H•
~ ~ ~ ~ ~ ~ CB CB CB Ex. D = 8.32 D( J ~ ~ ~ •anm•••
~ ` ` RIM = 445.52 FT RIM = 445.05 FT RIM = 445.4? FT RfM = 447.50 FT ~ ~ \ ` ~ ` ~ INV OUT= 441.77 INV OUT= 441.30 1M/ OUT= 436.75 !NV OUT= 445.25 0.0 M = 447.50 FT ~ ~ / ~ OU 445 25 0 0
t ~ ~ ~ ` INVlN= 441.77 22 INVIN= 441,30 23 INVIN= 441.19 24 \ ~ ~ ~ 1 1 ~ , / ~ ~ ~ ~ Q
0
~ ~ sTa -t-ao+saLT ~ ~ ~ ~ \ \ ~ ~ ~ ~ 1 -
~ ~ ~ ~ ` ~ DA. 0.000 AC ~ ~ ° ~ ~ ` ~ C= 0.43 ~ ~ ~ ~ ~ ~ 1 ~
~ ~ ~ ~ ~ _ 010= 0.~0 CFS ` ~ ` MH Ex.D=5.00 \ 1 M/~~ ~ ~ 0 i ~ ~
~ ~ ~ ~ ~ (y~ RiM = 427.00 fT `~Y Y ~ Og ~ ~ -'-n ~ ~ O N
Z ~ ~ ~ ~ ' - J INV OUT= 42Z.Q0 ~ ~ ~ ~ ~ ~ INV 9i= 422.00 25 ~ ~ ~ I - ,1~ ~ ~ ~ - ~ ~ .3 THIS; a ~
~ ` ~ - - 1 Q~ ~ ~ ~ ~ Ct. B ~I , , - ~ ~ ` a
W ~ ` ~ ~ W/12. ~ ' Ndf ~ ~ , ~ ~ ~ ~ ~ti
~ ~ 1 ~ ~ K ALKER` t Y k LTE ABRIC ~ ~ ~ v ~ Y1 - ;rig, ll~
~ ~ ` ~ ~ 1 1 OB / RG 685 ~ ~ R / PGA •683 ~ ~ 4 1.4~ ~
~ ~ 1 m ~ ~
BEGI CONST ION - - ~ ~4s,~ ~i - - ~ ~ ~ ~ ~ - ~ ~ a - `
Pc 32+n.~ Y2 ,Sta.ll za~tiF ~ I r ~ ~ ` ~ '
N~F ~ L YIOId( BARt'ETT'
CARIf' FNST IMTED OF CHiI$T ~ ~ ~ ' ~ + PMIO i ti ~ i ` ~ ~ ~ ~ 0 900 ~ ' I ~ PG 360
N/F ° ~ ~ ~ i i CARP F1tST IlllffED r 06 RZ6 / P6,681 ~ ~ ~ , ~ L ~ ~ ~ ~ , 1 i i ~ ~ L o. J -
OF ppST ' ~
~ ~ I ~ I ~ i ~ ~ ~ ` i ~ ~ I ~ ~ N ~ ~ ~ i ~ • ~ i ~ f I I ~ / i
i I ~ W Do I ~ ~GI W e ~ ~ l i w'a ~ ~ ~ ~ I ~ ti l p~ / SHE W e I ~ I / ~ ~ C` ~ / _
~ I ~ ~10 N~ N~~ ~ ~ ,4 l~P 4~" ~ / ~
~ ~ ~ ~ "n (Jt _ -u~ ~ ISFD 1 ~ i ~ ~ ft.
I i ~ --I Ui i ~ r I ~ r ~ ~ ~ ~ ~ ; _
-L- 32~I1.41 , r , , 45m t END &G ~ , ~ _
~ •U - - ~ NO RETAINING 2 _ s ~c Y2, POT Stall -I.OO ~ ' r ' ~ -L- RMANEMI BUC ' , ~
Apt Sta. 32 H L - PD a. 3 + .91 ~ J ~ ~ - -C- 32 CDOT ST0.84~.0 , r ~ ~ , - - - & Ft.U~ w N ~ ~ 44 ft U.
-Y2-, OT ta~ll+ 9.00, r, ~ ~ ~ ~ o ~ , o ~ 28 O _
t.U 32 _ . r r 700 t.U. , ~ ~ ,Y2 1~+95,~2 ~ _ -L 38f5L30 ISFD i~ --4tf+~1~.~ ~ , n X42 ~ ,
F a ~ 33f20 ' 3000 Ft. ~ ' ~ z ~ = A'8' ~ N 4 ft. oD w w , ~ N ~ 4J t.1T: 45,00 Ft.
7 -f-tll_ ~ w cu Q' ~ - - ~~DO ~ - Y - ~ • - , - - 37 ~ ez ~ _ - P1~OPOSED
~ Gj 19 I ? 30.O~YFt.U. ~ ~ Ft. ~ ~ N 45r00rFt. I X00 Ft.LT. I o soo0 & R. ~ ~ 'SIDEWALK ,'T z
II ~ -n f63~0 ~ I I , - , - ~ 4 ~-~3rg~00 ~ ~
V 31.~l8 , &80,00 ~t. ~ 6Q,~ Et.U. ~ . ~ r 45D0 ~ t.U. ~0 ~t. ~ _ , _ _ _ s~fl0-ft.'L~~ ~ M~651G5 ~J1 ~ & 9b00 ft.U. - - - - i 45 ft
~ ~ I -Y2- Il 38+r~J 45~,Qf)~ ftf.~ ~ 'bt5557 ~ S
V ~ ~ F 8q I. R, r ~ ~ ~ ~ K1C I ~ r I Ff LT r ISFD ~ r \ ~ i ` 45D0 f 45A0 Ffa7: - Pf~OPOSED , , ~ - - _ _ _ _ - - - - - ~ ~ c
J - E ~ , 5'SI _ _ , - ~ ~ z DEWALK , ~
- . - ~ 35 • ~ i ~ -
V ~ , 2 ~ - _ , ~ 4 ~ - 4 Ft.U. ~ 3T Q. ~ ~e ~ - ~ ~ i , - F, o e
p ~ca _ ~ i ' ~ 45.00 F. ~ ~Xl ~ ~ 15.00 F. ~ M ~
F ~ r a C ~ ~ ~ C3 ~ ~ \i \ ~ _Q ~ ,a
9 ~ ~ ~ ~ C ~ \0 ~ ~ p C 1 E E _ ~v; ~ ~ ~ € Z3 ~ /
- - - - - 4 ~ i ~ - - two i ~
fIP ~ I ~ ~ GT AIN ~ - - ~ se - o _ - _ ,~3; ~ i ~ w
~ ~ EXISTING C&G _ _ _ ~ ~ / i i ,
e ~ may: - ' ~ C9---
R ~ - - ~ g• LI -ECp - ~ ~ ~ ~
- - _ - - _ I - - - - - ~ ~ - - F - ~s _ ~
r i 949 V _ - c„~ Ul ~ ~~$p . - - - ` f ~ - - - ~2 N - ~e - _ ~ W 410 0 =74914 I.
co ~ P IN = - - ~ ~ ~ v. ,aa2• . , ~ NO ~ E=2 4.9355 ~
o , ~ , y 1 ~ , 454J5 ~4f6T.00 - - _ . - . - 55 MN M ~ DpglEl ~ =448.38 ~ 0 2g CAP-6
~ ~ SFD ~ I f5° ~ - STING ~i LARRY R ~ - r S 11 - - - - ~,p'uaa 44•Da OS - -
OUT _ Ti - -~'~lf~Nl M MADEN tq I i L__2 ~ - T ~ _ - ~s~4 - , - Sta35f2T~6 - , . - ~ ~
- - _ _ DM 764.06-N-tIp~ 6 ~ I I ~ l4 - OB / PG 'h I ~e~-~-L a_ _ r~_- Y ~ _ - i ~ F, - 'PVC _ EL ~L PC)C Sta42+7376 (36&5 RfJ , ~ 6 I ~ GR~ ~
~ L47_----li . • a ~ ~ y -~e~--~- iQx==3 lJMOA ~qlT JOINS ~yb gti ~o L.; ~ ~W - ~ ~ pRNE i -L- 4217 _
pr,I 5 N _ L48 I•~, 9 R/WL~ ~EiP L51 ~ti _ ~ ~ ' , @R CP R/W L51R/W L52 ~ ~ ~ ~ ~ X
08 66N/ P6 T69 NOD ~ w \ ~ 994 / PGI680 BOMI998 / F ,f h~' ~ I + G ~ - 73.43 , BOMI998 / PGZ 2 ~ ~ R/ PE 7 { ~
\ ~ M?F - - . 3 51.30 ~ . ,uu~s r ~ovE ~ A ~ F ~ Ft.RT. ~ ~ y 0 8 G20 ,
~ . , a - -P~Sa.31 ~S a. 38 ~E~GIN ~P ED 5 SlDEW ; ~ ~ ~ _
_ _ 1nf11 ~ p9 TTgg, - ~ = sta. 33+9 .50 ~ ~ ~ - ~1SFD m ~ p~ ~ _ 21 ~ - ~ X41.49 ~ ~ ~ 1237 236 , , tOP ft. y 2 r- a IseD ANE E. FERRELL ' ~
64m Ft.NT. ~ ~ ~ ~ BL 30+5T -Yl- .10+00.00 - - ~ ~ > ~ _ ~30+5T w~ 6,9 2'',-6' ~,'ONC. 3 ~ t. X PM OiWA5-19-,3036 N,
~ , o ~ Sria26 .~8 - ~ • ~ ~ S1ht1V38 m r ~ - p N=7 ~ , aD Slhr~ 38 ~ 3 - - - 39~t30, oe, rrzo i PG• ~ 0 ~ _ Y CS + ~ . . 9
KEDII+EflI ~ f ~ ~ END R o ~ ~ -206 i~. Sta 3113 f6L90'Rtl, y . N R FACING ~ ~ ~ l 'O ED ~ ~ ~ ~
r PN 2147 ~ ~ ~ IsFO ti ~ ~ ' Y~- r g ~ ~ L=458.34 , , _ N 08 66~ / P6 T6 ~ y _ _ , ~ ~ o Y3- l0~5B55 ~ ~ ~ V t ~ ~ ~ ~ / it i~
~ ~ ~ P-4 ~ ~ ~ ~ ~ i aD oo ` ~ IVY ~ / 3~ ~ ~ ~ \ ~ l ~ ~ ` ~ l V ..1 ~ , ~ C60RGE BALEY ASSOC. ; ~ / ~ 859 / PG R22 t ~ ~ ~ N ~
i ~ ~i~. i ~ ~ i i~ ,i ~ X81 ~ p O ~ ~ ~ I PN OT6 i ~ ~p / ; ~ ~ t ~ O I~~pp p/?~.~py~ 1 / / 1 1 1 ~ ~ ~ , / ,
L- END RES(~t4FACING - ~ D ~ ~ ~ - ~ ' oe ea -YI- Sta.10+81.68 I ~ ~ ~ ~ YD 800 ~ f\1 ~ 1 ~ ~ ~ ` ~ p i r I 1 ~f1 U1
_ _ _ ~ .n ,a ~ X i • o - ~ ~ ~ ISFD ~
~ i ~ ~ PI + ~ ~ _ . _ ~ t~ 34 3 - 8J ~ / / 1 1 1 ~ ~ i / i
YIP ta. I1~08.95 ~ ~ _ ~ ~ Cf / / ~ 1~ ~ ~ KAY 'F. - , S m S / , -
0 - 2~ i ~ or lLT) ~ h ~ ~ r r ~~9F, 51F o,, ~ PMP 0 ' 2 N 5 ;
so~.EOAO = 70 Aa _ MAM~L ~ ~ D 6' - - , , 00~" t`?
Q~ zs4.o6-re-~4 , r - ~ ~ oB~i~c3g, - 43 P , 3.8 3 s r ~ - T N~ ~ ~ ` ~ ~ ~ . ll ~ 3 ~ r $ ~ n~~ ~ ~ i i ~ ~
~ o~ , ~ ~ ' i
T = - ~ ~ ~ ~ ~ OJ ~ Q~ o I ~ f / I ~ ~ /
- ~ _ ~ _ ~ 2 f _ , 3 Y! To- 40.12 PO S# ~ - i i Q ~ ` \ ~ /
e - ~ ~ I ~ ~ l9 I ~ / / / a1 ~ / , ~ / 1 ~ ~ .p ~ ~ i , /
0 165 ~ ~ i
- -Yl _ ~ X11' I ~ ` V ISBO ~ ' / • 3 1 i ~ i ~ I r lL- 15 ~ i , ,1 ,
- - ~s_ Yi s~ .a _ a ~+0~4 , Y3 ~ ' / ~ ~ i r~~, 3 ~ i i ~
~ ~i , , ! ~
~ ~ ~ - ~ ~ it ~ i Q _ r P _ ISFD ~ - - Std PI f to 41 24 .86 ~ a _
PI 00.x' J l 2 ~ - ~ ~ ~ / Std PI 26 31" (LT1
_ ~ ~ I~ ~ TOOD~R IESCIEIt ~ ~ - O'~i4.7~-16-4234 - ; Y. P / PREPARE 2 N 8' PLA S ! ~
30~ , 30" _ D - oe 6130 i I'G se _ - , _ ~ 0= ' 0 4' 4 00 .0' - ~9" 1 D
_ -~3 _ L . L r ~ ~ KLEPPER & KARL LLP RUMIVV~L „ _ ~ L 5 98.7 9'
_ ~ ~ T = consulting engineers 30 5.70'
_ ~ , m - ~ ~ _ ~ r ~ - p~~ OI _ 1 - 5 _
- R - ~1 R ~ ~ ~ i ~ ~ ~ ~ ~ ; ; ~ r - ' 3 FARINGDON PLACE SUITE• LOS _ 5800 R ' e= o
i9 ~ ~ ~ ~ ~ i~ r ~ r ' ~ ~ ' NORTH CAROLINA 27609-3960 RALEIGH.
I1 (n
M Oz INCOMPLETE PLANS FOR
OZ N:K SEE SHEET l0 DO NOT USE FOR R. W ACQUISITION
\O OOU FOR PROFILE. PRELIMINARY PLANS TOWN OF CARP
DO NOT USE MR CON37RVCflON

PROJECT REFERENCE N0. SHEET N0.
o,
r CAS' 01-015 7
ao i i ! ~ r i i °~o ~ ` ~ ~ ROAD AY DE I H RA _ _ _ _ _ ~ / TOWN Of CARP w S GN YD uucs
~ ~ ~ - i , r i i ~ , - ENGINEER ENGINEER ti ~ C~~~I~BC~~G~I~~
i ~ ~ i ~ - i _ - - ~ ~ ~ ' ~ CARO( ,o• ~ CAROB
~ i ~ <a ~ I ~ ~ / . - , , o ti9 off` a - ~ k, . ? ~ 9 . © ~.0' ~ ~ S ;
~ PIS + to /0 4/.Ol P ~ PI + rS o t 41 5 , 24 ~8 ~ ~ ~ 10+41 + m ti ~ • . •0! ~ o, . SEA • • • !l p1~ to I 2.0` : _ SEAL ~ ~ o EIP _ ~ ~ 0.04 r r r r
~ ' i - + ~ r -1 4 5 Ol 5 ~T _ ~8' ~ 6 3' J" ~LT~ - ~ ~ 40 20 0 40 $0 ~ 25523 ~ 18181 45 01 .5( J LT) - 54 f
- ~ ~ i ~ i ~ = ~ ~ ~ -r ~ r D _ c r - .7 ~ ~ ~ s o' 59' . e I D
D - D- 4' 5 .0' ~ ~ ~ ! - ~ - ~ L- _ _ 43.8 R ~o
5 L ~ ~ 59 T ~ ~ ;>ti, 3.8 ~ ~ A s~..• 5 - 1 Pu~NS H. 6
_ - T 2 6.8 9' _ ~ 19 3.2 3 - 5 .6.8 - ~ 9' - .87 ,
~ i a - - ~ ~ i I I ~ - ~ - 3~ - p ~/t! ~ ~ _ ~ ~ o
954 3 R 3 - ~ 4 I o~ w ~ ~
~ ~ ~ I ~i ~ti ~ ~ ~ ~ W ~
~ ~ - ~ ~ SRO - 165 _ ~8 w i ~ - ~ ~ g~ ~ 0 ~ w '?'t~~ i 4 ~
i ~ ~ ~ ~ ~ ~ W 1'17 i ~ l 1 ~ ~ I ~ ~ 1 I ~ I ~
~ ' ~ I ~ - ~ va w ~ ~ ~ ~ ~ ~ i ~ v ~ ~ Cp ~ Ri ~ i ~ ~ ~ I ~ w V \ ~ L7 ~ I ~ ~ ~ ~ ~ I. I
i ~ ° ° p~j ~ Lb ~ i _ D ~ ~ z I i
-I t W r ~ CO w ~ w~ ~ i ~ ~ ~ ll~ ~ 1 ( I
r ~ ~ M1~LTER 6 ARLEAN ~ ~ ~ ~1 , PN 0 T6a ° ca ~ u°, , ' - ~ ~ , 'i O ~ ~
~ _ - ~ ~ PN! OT 92 ~ M ~ ~ ~ 1 4 ~ ~ ~ ~ ~ ~1 350 O ~ ~ ~ i 1 1 ~ ~ ~ I I
~ ~ N/F PN O7 ~ ~ I ~ DB / PG 30T'~ ~ ~ W ~ ~L `M OB ~ _ , 0Ub ALD~N _ ~ (,V Q • / ~ 5 l 1 ~7 ~ J ~ 1 ~ I 1
~ ~ PN 07W - - ~ ~ ~TiS F FARRAR ~~.60 ~ ~ i ~ ~ I ~ ~ ~ \ ~ Nr\ ~
` ' PG, ~ ~ ~ PN 764 , ~ ~ ~ ' U11 ~ I N ~ ~ ~ ~ . 6.8 T NS ; ~ 08 / PG 3~ I , 90 S U~ELLE ~ 1L~ ~ -
i` ~ CL. B RIPRAP m ~ ~ _ ~ ~ PN 0T65.R ~ ~ ` ,
1 I ~ , N -J j A W`~ i~ ~ ~ NO ~ ~ ~ ~ ~ ~ 25~ / ~ ~ ~ ~
t . ~ ~ , _ _ _ o LTE FA'BRi~ ~ , ~ eo ~ ' N O ~ .2 ° ~ -rl A ~ I$ a ~ ~ P ~ N ~ ~ ~
~ ~ 1 ? ~ tP IV -I L PT a. + .95 ~ ~L S~a91~4 76 - ~ o o ~ ( ~ ~ o N/F ~ ~
~ ~ ~ i , Ul N ~ ~ I ~ ~ , ~ W (J1 ~ W ~ ' ~i ~ L POiC 51t ~ un~roNC _ ~ - -
w-- ~L- 46+ 8J ~ , ~ ~ Q , ; ~ i ' ~ oTSS.os-a9-na ~ ~ ~ .
- ~ , ~ _ f , - ~ ~HA A M ~ ~ ' - - - OB 6035 / P6 311 ' ~ ~ , ~ , - - - Ft. ~ n>` ~
~ ~ ~ : 46+ ~ ~-,46f63J2 N 491 ~ PN O7W.05-09-8K ~ 48+112 E_ ~ N 49670.48 -L- 5x00 ~ ~ ~ ~ ~ o _ 72 E- 60849.2123 4 ffi ~ w 9 ~ ~ ~ ` ~ ,
EN01~1 E. ~ HLOA S , , - OB _ r. 5.Q0,5T00,& 7000 Ft.U. 51.00 Ft1T. 6 7601/ PG 279 ~ , ~ 4 Ft.U. EL= ! 0764.06-09- Qe7 _ ' ~ ~ 5 - 4~ 14 J2 ~ EL= 9.30 - - - + ~ ~ ~ U,
ST82 / PG _ ~ - ~ ~ i CAP- ~ ~ 21)0 ~ 4500 Ft. 4x00 hLT. ~ i 49+1500 L 49 3000 _ ~ ~ w 0 I CAP- -L 50+44.49 ~ ~ ~ _ 5400 ft. 54.00 ft. 4 Ft.U. 5T00 Ft.LT.
I _ - 45•M00~0 ~ ~ ~ ~ ~ , ~ 4500 & Ft.U. ~ ~ cR,~Er ~ I ~ 49f o _ ,
&6800 Ft.U. µ ~ f21~ I y: ISFD E ~ ~ • 4500 ft. Pf~OPOSE 5 SIDEWALK ~ ~
Ft.LT. - - c~vc. , KE G~ ' E ~ U1Glf ROCIELLE~ a ~g ~ ~ 51+9599
~ - ~ ~1 , E ~r o -oo-32eo 4500 t.U. 4 FttT +50.00 PG~S~ ~0@ _ _
-L- -L- 45+0259 ~ ~ _ ~ - Z E 5T.00 Ft U _ _
' 4500 Ft.LT. 4500 Ft.LT. W ft.LT. F - 43+73.90 i ~ _ ' ~ W 1 ~ 8' RC _ _ ~ -
_ _ _ 45x00 Ft,.1J. ~ -L- 44+1195 49 E - ~ ~ - - _ _ _ - v._s~ - L't 9- "REP- _ ~0
' p F _ - INV.-444.87 4500 - ' . MOY +6~3 / 2 ~ NV: 444.8? M . - - ` = ` \ o _ l ~ ~ N' X14'!4
® = _ _ _ _ \ CONC - ~ MQ _ ~ RCP S47
a _ - - ~ w E _ ~ L ~AR~ ~9 ~
- - - ` ~ ~ J SR 1653 b N . P _
_ _
5O v~ ~ CONC. /i _ Y ~ ~
~ ` O _ ~ ~ ~ ~
/ ~ i i \ ~ ~ ~ ° M , ~
~ ~ ~ ~ 3Ig1. Q
- r~ - - _ ~ _ \ ~ ~ 449.81' ~ ~ _ •2T
_ - - i , :g0 o a ~
C~ - - i ,~~5 --F--- ~ ~ -F $,ry ~ Nyq ~ ~1I ~ 50,7 ~ ~ - 8 \ ~ ~
4~ ~ , ~ E 3~ , _ _ 9 ~ ~ ~ -B- ~ _x ~ ~ - ~9 ' ~ ~I a ~ ~ ~ 2 ,
C . , _ _ ~ t ~ 4 Ft. ~ ~ ~ -
Z ~ 4 Ft.RT. E rn so , - ~ - E _ _ ~ , ~ ~ _ I ~ 1 - - _ ti ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ V
~ - FENC ~ N ~ ~ ;60100 Ft.RT. - L~~ ~I( SECURI'~Y i i ~ _ _ - - ~ - - I i i ~ _ _ - J N ~ ~ ~ ~ 1
1 Z X i ~ C ~ i r - -L- q~+24 F ~ ~ ~ ' 1 0.8 F- ~ ~ ~ W
E ~ D14V - T 10 _ ~ 3 I 45+ 24 ~ 4500 ~t.RT. ' ' X ~ 'i - ~~z. ~ ~ 1 V f
4500 t RT. ii - / Sri -L- f&31 ~ Ft.1tT. ~ ~ f9S~j b Ft.ftT. l~ .R'F ~ ~ ~ - 'PGr•3:3
- - ~ I N 30' W 4500 ~Ft.RT. ~ iseo ui - - ~ I I ~ J ~ 8
- - + 8 t4 ~ ~IEa- St PC 3 -t- t~i.9r 61 ~ ` 4s+s31 -p 94+1195 45.00 .HT: ii ~ - ~4 10- , 7 - 52f59,~ ~
w _ PROPpSEO 5 S1DE4VALK 6000 Ft.RTl -L 43+13 6000 Ft.RT. - - ~ ~ P tQ. X44 49 ~ ~ ~ L ~ ~ 4500 Ft.RT. Q
L 4 Ft _ ~3 - P . 500 .RT. - -L 95 ~ - ~ - ' ~ i t i _ ~ ISFD ~ i ~ tt 5M~0 _ ~ TbN .00 i P•$
PC t .46+63 2 ~ ~ 45.00 tl~'f. r t ' ~~3t ~ - 228CI~: B T RIP Ft. , ~
~ ~P. Cn i ~ ~ ~ i ~ r ~ ~ ~ - + F RTC WI14.p S 2; ~ 6000 & Ft.R7: - ; w,
80 0 PCSto. ~ ='i ~ , +80 ~ - ~ ~ zs 0 F - FILTER ~ 9RIC ~ ~ o 4 FART,' ENV ; b = ~ o ~ - X64.49 ~ 53+8235 '
~ -1 t ~ i~ ~ i i' O ~ ~ U) ~ ; N/F r i 4500 Ft.RT. z 45x00 Ft.RT. ~
~ ~ ~ I~RBERT BAN.EIf. ' ~ ~ i ~ HERBERT BAN.EY. ~ i , 3 '410 . , , n,' w ~ ~ , F.RT ~ o
96 - PT 0764 St ~ PN 0764.05-19- 6741 / PG 894 ~ L 49144.90 ~ ~ -L= ~ ; ~ 2 w N O 149.E Ft.RT. ~ ~ ~ ~ ~
~ OB 8601 / PG 194 ' ' W HERBERT 6, MAME 8 ~ ' w i' i° P81 0 % ' ~ ~ ~ 13 F.RT a m
~ ~ l A ~ - s. ~ PERSIAN Kl ~ PU8L1C m a,~ , , m o
N - ~ W ~ , LPN 0764A5-19-2272 ~ - _ , -n ~ W ~ ~ i gINAl~ ASEM~NT ~ ~ ~ w i r ~
x,8846 / ~f ~ ~ ~~p ~ ~ % ~ ~ I ~ i r I _ Z i O i r I i W W -ry W ^li f>~ ~ C31 0 PATRIgA WINTER ~ 4 - o W ~ o PIN oT6sn-to-o~32 ~ o ~
W ~ I ~ ~ ~ m w ~ i' ~ i ! °D U1 ~ JOHN EVANS~ i• a ~ ~ ~ ; p~ ~ DB 624 / PG 480 CN 0 p
IT1 ~ i N m ~ i , i ! PN 0764.05-19-0791 ~ , i w . / PG 737 ~ 0T91~ , DB , PG
m m , OB 3694 _ ' ~ ~ W ~ i / i ~ _ _ _ - ~ o, i ~ m~ 137 . ~ ~ ~ ~ S.J. LEOMA B. FARRAR _ TA~t ~
~ ~ i ~ w [}IBC " 'EE ~ ~ ~ ~ PN OT65.1T-p-0103 ~ ~ ~ P T t . ll X58 , 33 ~ .os1516/~z~ Df: rAI I~
_ _ Y i I i r 'e; . , ...a_ ~ ~w,N~.~ ~
' ~ f , ~ ~ ~ ~ ~ O ~ _
;W . ~ ~ ~ ~ A a,°: 01 s ~ ~ _
i I ~ - ~ ~ I f - ~ t I ,~p~p~~~ o ~ ~ _ _
~ • ~7y I ~ ' I 4rg+855s ~ ~ ~ ~ -
P - ~ ~ 32293 Ft.RT. ERMANENT FILTER SWALE i i 293 Ft.RT. ' ~ i
_ DETAIL D - t ~ _ ~ , ~
Tai easy ©ITC~ ' ~ ~ ~ , ti ~ - - t ~ , ~ ~
t Not to Scale> ~ ~ 7 it 7 i /~~~1 BZ~ 1 ~ a ' ~ ~ ~ s~ _
\ Z , (i ! ~ ~ ~ - - - - ~-L- 49~391i6
~ _ , Ground ~y\ 1 raund ~ ~ ~ ~ ' ,r, ~ D > D ~ Q ~ _ ft _ , Q ,3 46~ Q ~ 4l?.,' ~ _ ~ _
~Iln. D - L0 Ft. I P ,
6 8 s B =2.4ft. ~ ~ ~a i ~ ~ m' p
o_ _ - iNV 4UT- 6:8~ TO - - -L- STA, 49 + 88 RT ~ ' ~ ~ ~
~ _ 440.44 CL. ~ R! ~ ~ 1 S-0.9 % i i i i W;
_ ~ ~ W/,~0.4, S~Yi ~ ~ ~ ~ ~ a ~ REPARED BY PLANS P 45 ~ 46 ~ 47 48 49 50
~ ~ ~ SEE SHEET 12 OR PROF ~ ~ ' ~ 0 ~f1LTER~FA~ lei L - T . -L-48+00 RT STA. -L- 47+00 RT STA. -L- 46+50 RT STA. -L-46+30 LT STA -L- 44+$5 LT STA. -L- 44+00 LT i ~ SA O.A 038D AC Q.A. 0210 AC Q.A. 0.510 AC D.A, 0.000 AC D.A. D.240 AC D.A. 0.480 AC • ~1 PP~ ~
~ ~ i - 40 40A 41 42 43 44 r ~ ` , STA. -L- 49+88 RT STA. -L- 49+78 RT STA. -L- 52+20 RT STA. -L- 52+20 LT STA. -L- 49+25 RT STA, -L- 46+25 LT i ~ RUMIVV~L ! c= oss c= 0.65 c= o,a5 c= ago c= os5 c= D.eS
~ D.A 4.490 AC O.A. 0.120 AC D.A. 0.560 AC DA 0.205 AC D.A Q1T0 AC D.A 0.270 AC ~°Y; ~ ~ ~ .E ~ i Q10= 1.126 CF5 Q10= 0.860 CFS Q10= 2.062 CFS Q10= 0.000 CFS Q10= 1.068 CFS Qi~ 1.632 GFS ~x~ GB fx. D = 4.74 CB Ex. D = 3.16 CB CB Ex. D = 4.16 GB fx. D = 3.14 GB conSU~f Ing @n9 n9@rS
/ _ C= 0.85 C= 0.30 C= 0.55 C= 0.85 C= 0.85 C= 0.40 61 d10= 2.005 CFS d10= 0222 CFS d10= 1.232 CFS 410= 0.697 CFS d10= 1.003 CFS d10= 0.666 CFS ~ I,~, ~ l RIM = 444,78 FT RIM = 443.48 FT RIM = 443,48 FT RIM = 445.91 FT RIM = 444.59 FT RIM = 444.55 FT INVOUT= 440.04 INVOUT= 440.33 INVOUT= a4o.48 INVQUT= 440.75 iNVOUT= 441.40 INVOUT= 441.65 5800 FARINGDON PLACE SUITE• 105
~ ~ CB Ex. D = 9.6A DI Ex. D = 14.54 CB Ex. D = 3.03 CB G8 Ex. D = 7.45 DI ~ ~N ; ~ RIM = 447.60 FT RIM = 429.89 FT RMA = 451.93 FT R1M = 452.10 FT RIM = 44fi.65 FT RIM = 449.00 FT ~ ~ ~ i ~ INV IFJ= 440.04 46 ENV IN= 440.33 47 INV IN= 440.75 49 INV IN= 441.40 50 i ~ yt
' INV OUT= 438.00 tNV OUT= 415.35 INV OUT= 448.90 INV OUT= 449.10 INV OUT- 438.20 INV OUT= 445.83 - ~ !NV !N= 436.00 43 iNV tN= 4Z6.47 44 INV IN= 448.90 42 INV IN= 439.20 45 , - , RALEIGH. NORTH CAROLINA 27609-3960
/ INV IN 444.60 41 INV IN= 443.65 44 w
INCOMPLETE PLANS ~ FOR
O~ cli SEE SHEET l0 DO NOT USE FOR R/W ACOUISI„oN
\O r-U FOR PROFILE. PRELIMINARY PLANS TOWN OF CARP
DO NOT USE FOR CONSTRUCTION

I i -F j - I -1 I I ~ ~ --r ~ { _ ~ I _I ~ ~ _ L ! ~ ' I DATE: PROJECT REFERENCE N0. SHEET N0. I ~ ~ i I 1 1 I I i ~ ~ I I I
i - ~ ! I I _ E I ~ c,~r of-0~5 r { r
1 ! i I I i i ~ { r I~ I ROADWAY DESIGN HYDRAULICS
i ~ ~ ~ 1 l ~ ; . ; _ 'I i ~ _ I t ~ _ SCALE: I ~ I -l ~ I ~ _ ~ I I r I _ ENGINEER ENGINEER I ~ i_ I
_ ~ f I I I_ _ i I ~ . , I I I , , , E ~ o zo qo ~ CARO ,o' H CAROB
~ _ - - - Hor i z. ~o ~ ESSIQ 4 ESSIQ ?9 .
i i ~ - i ~ ~ ~ ~ F N A I I I ~ I __i. i - I i- G - } ' i 4 ~7 i i w O ~ i II ,
_._1_ i- I I I J 1_ I - - . , _ I - ,i i ~ ~ . - i i I ~ I • • SEAL SAL I-- I_t i I { _ ~ , ~ ~ _ ~ ~ i _ I , - Vert, •
~ 1 ~ - 1 i ~ ~ I I, II - . ~ 23982 18181 . .
' ' - - } ' ' i ~ - , i » , , . , • , i I , • • # ~ ?
F F I --T~ I. i.. ._1 I t+ i I -Y F_. i ~ I...~ i II. ~ -r I, ~ "»ey UII\1-~.» i ~ •~VII\~~+'" r I ~ I CONST.REV. ?,F,o ~Q?, T ti•,.
i - _ - - it ~ - ~ { r T- - rr C
I i I, I L I I
r ~ ~ , G _ i - - ~ r ~ , i _ , . Y I ~ _ R/W REV. P.E. P.E. I~ - . - L ~ ~ I I I
I I ~ i I ~ r I ~ - - ~ I, t I I I I t ~ _ t I
~ ~ - ~ _ - ' - I - - I - I _ . ~
{ - ~ i i 1 ~ ~ - - r - f I --t j I r I . I I - i
~ - - _a _ - - - - ~ ~ _ ; _ ' , ~ _ i I I I I I ~ _
i i I I,
I i _ I I I - I _ I TI'r_ I I ~ - , - I II I _ _
- t ~ I I _ - , t i I I I ~ _ I ~ I t I ~
1 7 ~ F _ _ , - - _ - -I { - ; I i ! . _ . ~ I I I, I I
I _ , _ ~ p r- } I --t - _ } I ~ I I ~ 1_ I I I ii I , I , - ~ I I I- ~ C I I I I I ~ I 'I I II "I ~ I
o~ I i f ~ ~ ~ _ _ I I I _ I' t { I I t
I I ~ ! ~ I 1 ~ ~ I I - l I I - _ ,
_ ~ ~ i I I
I I r - _ ~ ~ ~ ~ - - -Ii , , i I t I I ~ ~ ~ ~ i I 1 - - I i I I i I ~ I
1 _ ~ , ~ i. i f ~ ~ ~ I - _ _ - r I I i '~1 I _
I I I
i _ - t _ _ - --F- ~ i _ i I F- i - . I h ~ I _ , ~ i - t- _f II ~ I I it i i,
- I- I I, i ~ _ ~

h ~ ~ 1 fiA
i ~ _ i f ~ , _ _ T . _ _ _ ~ - - I - 1 F- t _ f_ I t I II i t ~ j r _ _ t-- - I ~ r rt I I r '
L ~1 ~ I . ~ ~ r 1 I t- t I I I - 1 ~
i _ _ _ r i- _ _ l _ . _ ~ C - - - ~ - - ~ _ . I- _ . . ~ j_, ~ _ ~ I~ ~1- _ ~ , ~ I _I I~ _ . ~ ~ _ I_ _ ~ - - I
1 ' ~ ~ 1 . ~ ~ i; 1 , I ~ ~ _ I I t ~ I I ~ ~ I 1- _ ~ ~ , , t ~ _ I I I r- , ,
1 ~ i i _ i ' ~ ~ ~ .T _ ~ , I f , ~ I ~ I I I
i _ - - . _ _ - - I ~ _ ~-t i I ! _
'r _ ~ I ~ , I ~ - I r ,
~ t ~ i II i i,_. ~ i i - . - _ _ _ - - - I ~ ~ i+- _ - - _ I - I ~ . 2 ~ ! I A _1 , ~ 1 I_~_ . ~ - I , - t I ~ ~ I ~ I I
i i ~ ~ I
_ _ I I 1 t t _ - - i - - - - - i - - - - . I~ - f ~ I i _ I I-_ , I_ I ~ - I ~ l
- _ , I _ _ _ . _ _ - ~ - _ t _ i - _ _ - ; i i i - _ - _ _ . _ i _ _ - ~I - ~ I ~ i
i _ i r ~ i - I i i I I I
1 i _ - - . _ _ _ - I ~ ~ I i _ - _ - _ i i , ~ . _ _
~ !i ~ ~ f ' _ _ - I I i I _ I-, ~ I i I
L _ - ~ I , - _ - ~ ' ~ , I I
~ , . , . _ . ~ , I
_ - _ _ i ~--1 l I , f i ~ F i i ~ _ ~ I i,, I~ _ ~_.t _ I _ i-. i a i
_ _ ~ . , ~ _ - . _
Y _ . - . . . . - - - - - - - - - ~ -t - , 'i r.i - i I II I ~ II G . ~ _ I {
•-i +i 1 ~ ~ i i ~ - - I i - i 1 _ , rt
1 - _ _ - i l~ _ ~ . I . - I - - ~ ~ ~ ~ r ~ ~ I fi I ~ ~ - r
~ ~ i ~ ~ _ r , r _ _ . ~ - I-
f~P s~ SIRE _ ' . _ _ ' - - - I I I _ I i ' I
AN 1~~IL SL ~ - . _ _ _ _ I - i
I I - I
_ . - - , I I I I 1_ j .
_ _ _ , i i - - ~ ~ I _ ~ - + _ I i-~ - r r IY. ,
I ~ I i
- _ _ - - T j I ~ _ i I I ~ j _ I~_ I I , I
i , . _ . t I i I i ,
- ~ ~ ~ i I -1 I I- f ~ I I I I r ~ I ; - - I I
. . I _ _ i ' i i i _ _.~,Y_ I a - I I -
I _ { f ~ ~ ~ ~ _ _ ~ _ i ~ ~ ~ I I _ - ~
' ~ ~ ' _ _ _ _ _ _ _ . _ _ . _ ~ i I I I I I ~ ~ I I
I I I i _ - ~ _ _ _ , . ~ _ I r -II ~ I II I
i ~ ~ ~ _ I i ~ r- r- F ~ i _ ~ , I _ I ~ I
. ~ i. ~ ! - I _ _ i i I i 1 - I _I
i - _ _ _ I t- ~ i ~ f- I I
! ~ i _ ~ i - I f ± ~ I ' ' I
I _ - fi ~ t ; I ~ I I
+ . - _ _ _ r I II I ~ r ; _ - _ -r t I
_ , _ _ - _ f R 24" MP ~ ~ t , ,
~ ~ ~ i i _ ; ~ _ _ _ ~ - - - } I i . ~ I ~ ' I ! I ~ , ' j - - - I t I
+ _ _ _ ,
a - _ ~ - _ - _ , 1._~ l ~ I a I ~ I f _ I 1 I I I _ ~ _ - -
' ~ E , , _ I n I ~ .i. - - t T -E _ I- ~ I ~ i µ I ~ ~ i_ ~ I
_ _ _ ~ ~~'E T 24 RCP - _ - - _ ~ I I L ~ , E .
I ~ ~ i, ! _ _ _ - , ---I-, i i ~ ~ i I 1 ~ I I , I
~ i I ~ I I _ . ~
i _ - - _ i - _ . . i ~ III I I I ,
~ . , i , i I I i I I
- ~ _ i a 1, I I I ~ I
~ 1 - i ~ _ t , - _ - - - - - ~ - ~ _ ~ -,-1 1 ! ~ ~ _ ~ i - 1 - - i i. ~ I
i _ . _ _ _ i , I i _ - _ _ - - ~ - _ ~
- I ~ ~ _ + , ~ ~ + ~ t r I _ 7 r ~ I
f 1, ~ ~ ~ i , i' ~ - ~ _
i . ~ I E__ - _ _ _ I-
I I ~ I - - ~ _ - ~ - - i _ - r- ~ ~ ~ ~ _ ~ _ ~ ~ i I I ~ ~ i i- ~ - - i - - ~ - I - ~ ' ~ I. ; ~ . . . .
i I i { I -
~ ~ i I ! I - -
i _ i I ~ ~ _ ~ _4r - i ~ ~ _ . i - I I
1 - - - _ . I /y II i I I xt ~ I C I
~I ~ ~ i I I
I _ -f - ~
_ i t _ _ 1 I t I
' t
i I- I ~ _ l- i _ i ~ _ _ - - ' ~ 1 I I _ _ - - - _ _
1I I I ~ i - ~ F
1 ~ 1. i . - _ , . _ F__, - 1 t
_