20071093 Ver 5_401 Application_20130213

WITHERS &— R"ENEL
ENGINEERS I PLANNERS I SURVEYORS
1410 COMMONWEALTH DRIVE, SUITE 1o1
WILMINGTON, NORTH CAROLINA, 28403
(910) 256 -9277
FAX [phone]
T0: NC Division of Water Quality — 4o1 Wetlands Unit
512 N. Salisbury Street
Archdale Building - 9th floor
Raleigh, NC 276o4
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
® Attached
❑ Prints
❑ Change order
CUTTER OF T° ° NSWTTAL
DATE 2/27/13
76i' 02o6,i345.o3
AflE MOM
Ms. Karen Higgins
PHONE
gig-807-636o
RE. Crabtree Creek North Bank Interceptor Rehab
Individual Permit Application Submittal
02o6i345.o3
- io 3
2/27/13
02o6ij45.o3
❑ Under separate cover via
❑ Plans ❑ Samples
❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
1
2/26/13
02o6i345.o3
$57o.00 Application Fee
2/27/13
02o6ij45.o3
NWP 12 PCN
1
2/27/12
02o61345.03
CD of PCN
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
❑ Resubmit
❑ Submit
❑ Return
_ copies for approval
copies for distribution
corrected prints
REMARKS:
Signature:
E
COPY TO: A I e SIGNED: Troy Beasley
lfenclosures aie not as noted, kindlynotifyus at once.

WITHERS - RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
February 27, 2013
US Army Corps of Engineers NC- Division of Water Quality
Attn: Mr. Dave Shaeffer Attn: Ms. Karen Higgins
1333 Heritage Trade Drive, Suite 105 1650 Mail Service Center
Wake Forest, NC 27857 Raleigh, NC 27699 -1650
Re: Crabtree Creek North Bank Interceptor Sewer Rehabilitation
Request for 404/401 Certification and Buffer Compliance
Previous Corps AID# 200801253
Previous DWQ Project # 07 -1093
Dear Mr. Shaeffer and Ms. Higgins:
On behalf of the City of Raleigh Public Utility Department, Withers & Ravenel is requesting authorization
from the USACE for impacts to wetlands and streams associated with the rehabilitation of an existing sewer
along the north bank of Crabtree Creek. We are also requesting 401 - certification and Buffer Compliance
from the NC -DWQ for impacts to wetland, streams and riparian buffers.
The proposed project consists of the rehabilitation of approximately 26,300 linear feet of existing sewer line
that runs along the north bank of Crabtree Creek from east of Raleigh Boulevard to west of Glenwood
Avenue. The alignment begins east of Raleigh Boulevard (Latitude: 35.8059676N; Longitude: -
78.600803W) and ends west of Glenwood Avenue (Latitude: 35.838356N; Longitude:- 78.673628W) in
Raleigh, Wake County, North Carolina. The proposed alignment contains unnamed tributaries of Crabtree
Creek and a portion of Big Branch Creek and Mine Creek, and is located in the Neuse River Basin. The
Water Quality Classification for this feature is: "C;NSW ", the Cataloging Unit for the site is:03020201,
and the Stream Index number is: 27- 33 -(10).
Purpose and Need
The City of Raleigh Public Utilities Department ( CORPUD) proposes to rehabilitate the Crabtree Creek
North Bank Interceptor through the combination of excavation and replacement of some sections and lining
the existing pipe in the additional sections, see attached Rehabilitation Plan. The North Bank Interceptor
consists of approximately 26,300 linear feet of 30 -inch and 36 -inch reinforced concrete pipe installed
adjacent to Crabtree Creek from near Glenwood Avenue at Lead Mine Road downstream to a point east of
Raleigh Boulevard at Yonkers Road. Approximately 3,100 linear feet of the North Bank Interceptor
extending from Glenwood Avenue downstream to Mine Creek is 30 -inch pipe. The remaining portion of
the interceptor (approx. 23,200 LF) is 36 -inch pipe.
The North Bank Interceptor was originally installed in the late 1950's and early 1960's. The age of the
pipe, the generation of hydrogen sulfide within the interceptor, and lack of cover at some locations have
caused a significant structural deterioration of the concrete pipe. The general condition of the pipe and its
close proximity to the Creek bank in some areas are of concern to CORPUD and threaten CORPUD's
ability to adequately transport the wastewater contributed to the Crabtree Creek Interceptor system.
The City has chosen to proceed with the rehabilitation for a major portion of the Crabtree Creek North Bank
Interceptor through lining the existing pipe through either "Cured in Place Pipe" (CIPP) or "Slip Lining"
methods. The CIPP process consists of inserting a wet, pliable liner into the existing sewer pipe, which is
then pressurized so the liner conforms to the shape of the mating pipe, heated to harden the liner. The Slip
Lining method consists of lining the existing sewer pipe by pushing a smaller diameter pipe through the
existing pipe and grouting the liner in place. Both methods allow the existing sewer to be rehabilitated and
structurally stabilized without having to dig and replace the old pipe. However, both methods have
111 MacKenan Drive I Cary, NC 27511 tel.: [phone] fax: [phone] www.withersravenel.com I License No. C -0832
1410 Commonwealth Drive Suite 101 1 Wilmington, NC 28403 1 tel: [phone] fax: [phone]
416 D Gallimore Dairy Road I Greensboro, NC 27409 1 tel: [phone] fax: [phone]

limitations for use, such as the ability to insert the liners around sharps angles in the line, and a 1,000 If foot
maximum length of liner from the liner insertion point. Therefore, where lining the existing pipe is not
practicable, the applicant proposes to dig and replace the existing sewer line.
The FONSI previously issued for this project approved a proposed increase in pipe diameter for the purpose
of accommodating current measured peak flow without surcharging, average daily flow at less than '/z -full
conditions and not to provide for any additional increase in flow in this section of the interceptor or in the
downstream sewer following connection to the existing 42 -inch sewer. Since the issuance of the FONSI,
the project's scope has change and DWQ has issued a Determination of Minor Construction Activities
(DMCA) for the project. The DMCW was issued on July 20, 2010 and supersedes the FONSI. The current
design for the project is to rehabilitation the majority of the existing 36 -inch sewer with an in -place lining
and only excavate where necessary. The current design will not result in an increase in pipe diameter.
Project History
The proposed rehabilitation of the Crabtree Creek North Bank Interceptor was originally designed as a
phased project. Phase I of the proposed rehabilitation was permitted in 2008 with the understanding that
the additional phases would be permitted once the construction plans had been completed. Phase I of the
rehabilitation project was issued a NWP 12 by the Corps of Engineers (AID# 200801253) on April 10, 2008
and a 401 /Buffer Authorization by DWQ (Project # 07 -1093) on August 3, 2008. Copies of the permits
have been provided as Appendices. The City of Raleigh never initiated construction of Phase I and the
404/401 permits expired.
Impacts for entire Crabtree Creek North Bank Interceptor Rehabilitation project was permitted through
issuance of a Corps NWP 12 (AID# 200801253) on April 29, 2011, and a DWQ 401 WQC and Buffer
Authorization (DWQ Project #07 -1093, Ver.3) on April 18, 2011. Copies of the previously issued 404/401
permits have been provided as Appendices. The 404/401 authorizations expired on March 18, 2012, but
were automatically granted a 1 -year extension since site work had begun. Construction is ongoing, but the
authorized impacts will not be completed prior to the expiration of the permits on March 18, 2013.
Therefore, the City of Raleigh is requesting new authorizations for the project to avoid any interruptions in
construction. Please note that the project is being constructed as was previously approved, as there are no
proposed changes.
A jurisdictional determination for the entire project was issued in conjunction with the previous NWP 12
issued in April 2011, and is valid until April 2016.
Proposed Impacts
The proposed temporary impacts consist of: 143 linear feet of important stream channel and 2.11 acres of
wetland impact. Permanent impacts consist of: 0.56 acres of wetland fill for the construction of an access
corridor and 0.24 acres of wetland impact from the permanent conversion of forested wetlands to
herbaceous wetlands for the permanent maintenance corridor.
Approximately 0.857 acres (37,330 sq ft) of riparian buffer will be disturbed for installation of the sewer
line. Impacts are summarized in the PCN form. Following construction, the applicant will return all stream
channels and wetlands to their pre - construction contours and will re -seed these areas with a wetland plant
mix.
Avoidance and Minimization
Prior to design, the City of Raleigh requested a detailed delineation of all jurisdictional wetlands and Waters
within the existing and proposed sewer easement to minimize impacts.
WITHERS �' RAVENEL Page 2 of 4
ENGINEERS I PLANNERS I SURVEYORS

The previous design for Phase I of the North Bank Interceptor proposed excavation and replacement of the
existing sewer line. The majority of the wetlands within the sewer corridor occur within the previously
permitted Phase I of the project. The previously permitted excavation and replacement of the existing pipe
within Phase I would have resulted in 30.4 If of temporary stream impacts; 2.175 acres of temporary
wetland impacts, 0.498 acres of permanent wetland impacts and 0.172 acres of permanent conversion
impacts.
In order to minimize impacts to wetlands and streams, the proposed rehabilitation has been re- designed to
utilize in -place lining of the existing pipe through the use of the "Cured in Place Pipe" (CIPP) or "Slip
Lining" methods, where practicable, as previously discussed. As a result of the utilization of in -place lining
to rehabilitate the majority of the existing sewer line, the rehabilitation of the entire North Bank Interceptor
will result in 2.11 acres of temporary wetland impacts, 0.56 acres of permanent wetland impact and 103 If
of temporary stream impacts. The minimization of impacts has been outlined in the following table:
Impact Summary Table
Phase I Impacts
Current Application
Revision of
(Previously Permitted)
(Entire North Bank
Impacts
Interceptor)
Stream (Temporary)
30.4 If
143 If
+ 112.6 If
Wetlands (Temporary)
2.715 acres
2.11 acres
- 0.641 acres
Wetlands
(Permanent - Fill)
0.498 acres
0.56 acres
+ 0.006 acres
Buffers
Zone 1
9,699 sq ft
6,618 sq ft
- 3,081 sq ft
Permanent
Zone 2
17,583 sq ft
20,674 sq ft
+ 3,091 sq ft
Buffers
Zone 1
3,290 sq ft
5,231 sq ft
+ 1941 sq ft
(Temporary)
Zone 2
5,785 sq ft
4,807 sq ft
- 978 sq ft
The only sections of sewer proposed to be excavated and replaced are the areas where the sewer easement
is being realigned. The realignment of the sewer easement at Wetland Impact Exhibits 1, 2 and 3 are
proposed to move the sewer easement to the edge of an existing pond west of Raleigh Blvd. The pond,
located west of Raleigh Blvd, was created after the sewer had been constructed, resulting in the existing
sewer easement being located in the middle of the pond. The existing sewer alignment poses significant
construction and maintenance issues. The proposed alignment will abut an existing berm along the western
edge of the pond. By adding fill to expand the existing berm to create the access road, the sewer line will
be easily accessible should future maintenance be necessary. Also, expanding the existing berm to install
the new sewer line and create an access road results in less wetland impacts than if the new sewer line and
access road were constructed in the existing sewer easement through the middle of the pond. By relocating
the sewer easement to the berm, the wetland impacts are minimized and future maintenance of the sewer
line is simplified. The old sewer easement will be abandoned in place.
Buffer impacts have been minimized by staying with the existing, maintained sewer easement wherever
possible. The proposed permanent buffer impacts identified in Buffer Impact Map 16 will result from
moving the sewer line farther away from Crabtree Creek. Currently, the sewer line is located within a few
feet of the top of bank of Crabtree Creek. The City of Raleigh wishes to move the sewer as far away from
Crabtree Creek as possible. However, the sewer could not be relocated outside of the buffer due to a wall
of rock located north of the existing easement. The presence of the rock wall prevents the sewer easement
from being moved any farther north than is shown on Impact Map 16.
WITHERS �' RAVENEL Page 3 of 4
ENGINEERS I PLANNERS I SURVEYORS

Through the use of in -place lining methods, the proposed impacts to wetlands, streams and buffers for the
entire ±26,300 If of the North Bank Interceptor are only slightly higher than the previously permitted
impacts for the 12,000 If within Phase I.
Mitigation
Under the previous permits for Phase I of the rehabilitation of the North Bank Interceptor, the City of
Raleigh was required to purchase 0.670 acres of riparian wetland credits and 38,967 sq ft of buffer credits
to mitigate for the authorized impacts. The City of Raleigh made payment to EEP for purchase of the
required mitigation, and EEP issued a Mitigation Receipt on July 30, 2008. A copy of the EEP Mitigation
Receipt is provided as an Appendix.
Wetland Mitigation
When Phase I was originally permitted in 2008, the City of Raleigh was required to purchase 0.670 acres of
riparian wetland mitigation from EEP. Since Phase I was never constructed, the 0.670 acres of wetland
mitigation purchased was applied to the project under the previous Corps NWP 12 permit. The previously
issued NWP 12 specifically stated "Previous purchased mitigation credits satisfy mitigation for this project ",
and no additional wetland mitigation was required. Therefore, no additional mitigation is proposed under
the current application, as the proposed project is the exact same as was previously permitted.
Buffer Mitigation
The proposed project will result in 6,986 sq ft of buffer impacts that will require mitigation. The required
buffer mitigation for the current application calculates to 20,958 sq ft. The previously issued 401 Buffer
Authorization allowed the application of the previously purchased 38,957 sq ft of buffer mitigation for
Phase I to satisfy the buffer mitigation for the entire project, which is in excess of the mitigation that is
required for the currently proposed buffer impacts. Therefore, no additional buffer mitigation is proposed.
Please feel free to call if you have questions or require additional information.
Sincerely,
--7
Troy Beasley
WITHERS &RAVENEL, INC.
Attachments
• PCN Form
• Agent Authorization Form
• Wake County Soil Survey Map
• USGS Quadrangle Map
• Previous 404 NWP 12
• Previous 401 WQC and Buffer Authorization
• FONSI and Flood Plain Development Permit
• DWQ issued Determination of Minor Construction Activities (DMCA)
• EEP Mitigation Receipt
• Wetland Impact Maps
• Buffer Impact Maps
WITHERS RAVENEL Page 4 of 4
ENGINEERS I PLANNERS I SURVEYORS

o�oF w a rF9o�
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 13
PCN Form — Version 1.3 December 10, 2008 Version
Pre - Construction Notification PCN Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: Individual Permit or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only
❑ Yes
for Corps Permit:
® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes
❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Crabtree Creek North Bank Interceptor Rehabilitation
2b.
County:
Wake
2c.
Nearest municipality / town:
Raleigh
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
N/A — Linear Project — City of Raleigh Sewer Easement
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
3e.
City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: City of Raleigh Public Utilities Department
4b.
Name:
Eileen Navarrete — Construction Projects Administrator
4c.
Business name
(if applicable):
City of Raleigh Public Utilities Department
4d.
Street address:
PO Box 590
4e.
City, state, zip:
Raleigh, NC 27602
4f.
Telephone no.:
(919) 996 -3480
4g.
Fax no.:
4h.
Email address:
Eileen. Navarrete(@-raleighnc.gov
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Troy Beasley
5b.
Business name
(if applicable):
Withers and Ravenel
5c.
Street address:
1410 Commonwealth Drive, Suite 101
5d.
City, state, zip:
Wilmington, NC 28403
5e.
Telephone no.:
910 - 256 -9277
5f.
Fax no.:
910 - 256 -2584
5g.
Email address:
tbeasley @withersravenel.com
Page 2 of 13
PCN Form — Version 1.3 December 10, 2008 Version

B.
Project Information and Prior Project History
1.
Property Identification
1 a.
Property identification no. (tax PIN or parcel ID):
N/A - Linear Project
Beginning of Project east of Raleigh Blvd:
Latitude: 35.8059676N Longitude: - 78.600803W
1 b.
Site coordinates (in decimal degrees):
(DD.DDDDDD) (- DD.DDDDDD)
End of Project west of Glenwood Ave:
Latitude: 35.838356N Longitude: - 78.673628W
(DD.DDDDDD) (- DD.DDDDDD)
1 c.
Property size:
N/A — Linear Project
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
Crabtree Creek
proposed project:
2b.
Water Quality Classification of nearest receiving water:
C;NSW (Stream Index # 27- 33 -(10)
2c.
River basin:
Neuse River Basin
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The land use in the vicinity of the project is a mixture of residential and commercial development.
3b.
List the total estimated acreage of all existing wetlands on the property:
N/A — Linear Project
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
N/A — Linear Project
3d.
Explain the purpose of the proposed project:
The purpose of the rehabilitate and replace a deteriorating sewer line. The proximity of this line to Crabtree Creek is also
a concern in the event that it might fail completely. The North Bank Interceptor was originally installed in the late 1950's
and early 1960's. The age of the pipe, generation of hydrogen sulfide within the interceptor and lack of cover at some
locations have caused significant structural deteriorations of the concrete pipe.
3e.
Describe the overall project in detail, including the type of equipment to be used:
The project will consist of the rehabilitation of portions of the existing sewer line through lining the pipe, as well as
excavation and replacement of additional sections of the sewer. The proposed sections of pipe to be rehabilitated will be
lined through either "Cured in Place Pipe" (CIPP) or "Slip Lining ". CIPP consists using a machine for injecting a wet,
pliable liner into the existing pipe, which is heated up to harden. Slip Lining consists of using a machine to line the
existing pipe by pushing a smaller diameter pipe through the sewer pipe. Both options allow for the in place rehabilitation
of the sewer line without excavation and replacement. Specialized machinery will be used for lining the pipe in the
methods previously described.
Typical commercial excavation machinery will be used to install the sections of sewer within the new alignment and
sections of existing sewer which will be excavated and replaced.
Page 3 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: The wetland delineation for the previously
permitted Phase I of the North Bank Interceptor project was
® Yes ❑ No ❑ Unknown
approved by Jamie Shern on April 10, 2008 (AID# 2008-
01253). The documentation supporting the wetland
delineation for the additional phases of the North Bank
Interceptor has been provided as an Appendix.
4b. If the Corps made the jurisdictional determination, what type
El Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: Withers and Ravenel
Name (if known): Troy Beasley
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The Corps issued a JD for the entire project in conjunction with the issuance of the NWP 12 for the project (AID #2008 -
01253) in April 2011.
5. Project History
5a. Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
A NWP 12 was issued by the Corps for the Crabtree Creek North Bank Interceptor Rehab project on April 29, 2011 (AID#
2008 - 01253).
A 401 WQC and Buffer Authorization was issued by DWQ on April 18, 2011 for the proposed project (DWQ Project #07-
1093)
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
The project was previously designed as a phased project and Phase I of the project was permitted through the Corps and
DWQ, with the additional phases to be permitted at a later date. The entire North Bank Interceptor has now been
designed and is being permitted and constructed as a single project.
Page 4 of 13
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
Page 5 of 13
PCN Form — Version 1.3 December 10, 2008 Version

2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary (T)
Fill — placed in
Exhibit 1 ®P F-1 T
wetlands to create
Headwater
® Yes
® Corps
0.076 ac
access ramp to
Forest
El No
® DWQ
easement
Exhibit 1 E] P ®T
Sewer
Headwater
® Yes
® Corps
1.028 ac
Construction
Forest
El No
® DWQ
Fill — placed in
Exhibit 2 ®P E] T
wetlands to create
Freshwater
El Yes
® Corps
0.389 ac
access road within
Marsh
® No
® DWQ
easement
Exhibit 2 E] P ®T
Sewer
Freshwater
El Yes
® Corps
0.558 ac
Construction
Marsh
® No
® DWQ
Fill — placed in
Exhibit 3 ®P E] T
wetlands to create
Freshwater
El Yes
® Corps
0.092 ac
access road within
Marsh
® No
® DWQ
easement
Exhibit 3 E] P ®T
Sewer
Freshwater
El Yes
® Corps
0.269 ac
Construction
Marsh
® No
® DWQ
Exhibit 6 ❑ P ® T
Pipe Liner Insertion
Headwater
® Yes
® Corps
0.233 ac
Point
Forest
❑ No
® DWQ
Exhibit 17 ❑ P ® T
Pipe Liner Insertion
Headwater
® Yes
® Corps
0.024 ac
Point
Forest
❑ No
® DWQ
2g. Total wetland impacts
2.669 ac
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number - Permanent
(PER) or
(Corps - 404, 10
stream
length
(P) or Temporary (T)
intermittent
DWQ — non -404,
width
(linear
(INT)?
other)
(feet)
feet)
Exhibit 10 ❑ P ® T
Replacement of
Big Branch
® PER
® Corps
35'
44 If
Aerial Crossing
❑ INT
® DWQ
Exhibit 12 ❑ P ® T
Replacement of
existing culvert and
LIT to Crabtree
® PER
® Corps
15'
40 If
Creek
❑ INT
® DWQ
sewer pipe
Exhibit 13 ❑ P ® T
Replacement of
LIT to Crabtree
® PER
® Corps
20'
59 If
existing sewer pipe
Creek
❑ INT
® DWQ
3h. Total stream and tributary impacts
143 If
3i. Comments: The proposed temporary stream impacts on Wetlands Impact Exhibit 10 may occur during the replacement of
the existing aerial crossing and failing headwalls. The proposed impacts are not anticipated but are being permitted in case
disturbance of the stream occurs during construction of the new aerial crossing.
Page 6 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water impact
number —
Permanent (P) or
Temporary (T)
4b.
Name of
waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose of
pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
K Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 7 of 13
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse ❑ Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
Stream name
mitigation
(square feet)
(square feet)
Temporary (T)
required?
Buffer Impact 1
®P El T
Sewer
Construction
Crabtree Creek
❑ Yes
No
None
117 sq ft
(New alignment)
Buffer Impact 2
®P El T
Sewer
Construction
Crabtree Creek
® Yes
El No
2,850 sq ft
7,447 sq ft
(New alignment)
Buffer Impact 3
®P El T
Sewer
Construction
Crabtree Creek
® Yes
El No
3,432 sq ft
9,819 sq ft
(New alignment)
Buffer Impact 10
Temporary
❑ Yes
F1
F1 P ®T
Big Branch
No
None
440 sq ft
Easement
Buffer Impact 12
Temp
Temporary
Construction
UT to Crabtree
F1 Yes
983 sq ft
274 sq ft
❑ P ® T
Easement
Creek
® No
Buffer Impact 13
Temporary
Temp
Construction
UT to Crabtree
F1 Yes
1,256 sq ft
711 sq ft
❑ P ® T
Easement
Creek
® No
Buffer Impact 14
Temporary
Temp
Construction
UT to Crabtree
F1 Yes
1,274 sq ft
514 sq ft
❑ P ® T
Easement
Creek
® No
Buffer Impact 16
®P F1 T
Sewer
Construction
Crabtree Creek
® Yes
El No
336 sq ft
3,291 sq ft
(New alignment)
Buffer Impact 17
Temp orary
Construction
UT to Crabtree
F1 Yes
1,350 sq ft
953 sq ft
❑ P ® T
Easement
Creek
® No
Sewer
Buffer Impact 20
Construction
Crabtree Creek
® Yes
368 sq ft
1,192 sq ft
❑ P ® T
(Pipe Liner
❑ No
Insertion Location)
6h. Total buffer impacts
11,849 sq ft
24,758 sq ft
6i. Comments: Parallel impacts to Zone 1 in Buffer Impacts 2, 3, 16 and 20 could not be avoided and will require mitigation, as
per the Neuse River Buffer Rules. For Buffer Impacts 10, 12, 13, 14 and 17, the proposed impacts will occur from a temporary
construction easement, which is an exempt use as a "Temporary Road" with less than 2500 sq ft of disturbance at each
impact area.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Prior to design, the City of Raleigh requested a detailed delineation of all jurisdictional wetlands and Waters within the existing and
proposed sewer easement to minimize impacts. In order to minimize impacts to wetlands and streams, the proposed
rehabilitation has been re- designed to utilize in -place lining of the existing pipe through the use of the "Cured in Place Pipe"
(CIPP) or "Slip Lining" methods, where practicable, as previously discussed. As a result of the utilization of in -place lining to
rehabilitate the majority of the existing sewer line, the rehabilitation of the entire North Bank Interceptor will result in 2.11 acres
Page 8of13
PCN Form — Version 1.3 December 10, 2008 Version

of temporary wetland impacts, 0.56 acres of permanent wetland impact and 103 If of temporary stream impacts. Through the
use of in -place lining methods, the proposed impacts to wetlands, streams and buffers for the entire ±28,000 If of the North
Bank Interceptor are only slightly higher than the previously permitted impacts for the 12,000 If within Phase I.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The City has chosen to proceed with the rehabilitation of the Crabtree Creek North Bank Interceptor through lining the existing
pipe through either "Cured in Place Pipe" (CIPP) or "Slip Lining" methods. The CIPP process consists of injecting a wet,
pliable liner into the existing sewer pipe, which is then heated to harden the liner. The Slip Lining method consists of lining the
existing sewer pipe by pushing a smaller diameter pipe through the existing pipe. Both methods allow the existing sewer to be
rehabilitated and structurally stabilized without having to dig and replace the old pipe. However, both methods have limitations
for use, such as the ability to insert the liners around sharps angles in the line, and a 1000 If foot maximum length of liner from
the liner insertion point. Therefore, where lining the existing pipe is not practicable, the applicant proposes to dig and replace
the existing sewer line.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
® Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project?
® Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments: The applicant will purchase 0.13 acres of wetland mitigation from Environmental Banc & Exchange, LLC, in
conjunction with the 0.670 acres of wetland mitigation previously purchased from EEP.
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
® Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
38,967 square feet
4e. Riparian wetland mitigation requested:
0.670 acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments: The wetland and buffer mitigation were previously purchased. A copy of the EEP Mitigation Invoice has been
provided as an Appendix.
5. Complete if Using a Permittee Responsible Mitigation Plan
Ea. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 9 of 13
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
® Yes ❑ No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
Sewer Construction
6,986 sq ft
3 (2 for Catawba)
20,958 sq ft
Zone 2
N/A
1.5
6f. Total buffer mitigation required:
20,958 sq ft
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
The required buffer mitigation will be satisfied by the buffer mitigation previously purchased during the permitting of Phase
I (DWQ Project #07- 1093). The City of Raleigh was previously required to purchase 38,967 sq ft of buffer mitigation, but
Phase I was never constructed. As a result of avoidance and minimization of buffer impacts in the current design for the
entire project, the previously purchased buffer mitigation will be in excess of the buffer mitigation requirements for this
application. Therefore, no additional buffer mitigation is proposed.
6h. Comments:
Page 10 of 13
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The project consists of the rehabilitation of a sewer line. The project will
❑ Yes ® No
not result in impervious area requiring stormwater treatment.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
/A %
2b.
Does this project require a Stormwater Management Plan?
Yes ® No
FEI
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The project consists of the rehabilitation of a sewer line. The project will not result in impervious
area requiring stormwater
treatment.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
❑ NSW
3b.
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 11 of 13
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
® Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments: The State Clearing House issued a Finding on No Significant Impact
® Yes ❑ No
( FONSI) on March 27, 2009. Due to a change of scope, NCDENR issued a
Determination of Minor Construction Activity on July 20, 2011. A copy of the FONSI
and Determination of Minor Construction Activity has been provided as an
Appendix.
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The proposed project consists of the rehabilitation and replacement of an existing sewer line and is not expected to
affect downstream water quality. The purpose of the work is to protect water quality (i.e. to repair failing sewer line).
The Crabtree Creek North Bank Interceptor is currently at capacity, and the rehabilitation of the sewer line will not
increase the capacity. Therefore, the rehabilitation of the interceptor will not facilitate additional development.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
The City of Raleigh
Page 12 of 13
PCN Form — Version 1.3 December 10, 2008 Version

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b.
Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
E] Raleigh
5c.
If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d.
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The NC OneMap Viewer GIS website, located at http: / /www.nconemap.net/Default.aspx ?tabid =286, was reviewed to
identify if any potential occurrence of Federally Listed endangered species on or near the proposed project. The review
of the GIS database did not identify any recent occurrences of endangered species or critical habitat within 0.5 miles of
the project.
6.
Essential Fish Habitat (Corps Requirement)
6a.
Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b.
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
There are no waters classified as Essential Fish Habitat in Wake County.
7.
Historic or Prehistoric Cultural Resources (Corps Requirement)
7a.
Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b.
What data sources did you use to determine whether your site would impact historic or archeological resources?
The majority of the proposed project will occur within the existing sewer easement. There were no historic structures
observed within the new alignment sections of the sewer.
8. Flood Zone Designation (Corps Requirement)
8a.
Will this project occur in a FEMA- designated 100 -year floodplain?
® Yes ❑ No
8b.
If yes, explain how project meets FEMA requirements: A Floodplain Development Permit was issued for the project on
June 29, 2007. A copy of the Floodplain Development Permit has been provided as an Appendix.
8c.
What source(s) did you use to make the floodplain determination? Floodplain Development Permit.
Troy Beasley
(-�
Withers and Ravenel
2/27/13
Applicant /Agent's Printed Name
Date
Applicant /Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 13 of 13
PCN Form — Version 1.3 December 10, 2008 Version

Agent Authorization Form

WITHERS &�- RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned municipality City of Raleigh Public Utility Department (Client) does hereby
appoint Troy Beasley 1 Withers & Ravenel, Inc. as his, her, or it's agent for the purpose of
petitioning the appropriate local, state and federal environmental regulatory agencies (US Army
Corps of Engineers, NC Division of Water Quality, NC Division of Coastal Management, etc.) for:
a) review and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands,
streams, riparian buffers, etc.) and/or; b) preparation and submittal of appropriate environmental
permit applications/requests for the Crabtree Creek North Bank Interceptor Rehabilitation
Project.
The Client does hereby authorize that said agent has the authority to do the following acts on
behalf of the owner:
(1) To submit appropriate requestslapplications and the required supplemental
materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of environmental
review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or termination by
the Client.
Date: CamA Q(c--/
Agent's Name, Address & Telephone: Signature of Client: _l _
Troy Beasley/ Withers & Ravenel, Inc. C--, � + 5
�
1410 Commonwealth Drive, Suite 101 (Name - Print) (Title)
Wilmington, NC 28403 (Signature)
Tel. [phone] PC-) i
Mailing Address
O� I L9-
City State Zip
Phone: (91G�� -_
Email: ce�o_ � V
111 MacKenan Drive I Cary, NC 275111 tel.: [phone] Fax: [phone] J www.withersravenet.com I License No. C -0832
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 f tel: [phone] J fax: [phone]
7011 Albert Pick Road I Suite G I Greensboro, NC 27409 1 tel: [phone] fax: [phone]

Wake County Soil Survey
and
USGS Quadrangle Map

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Previous 404 Permit

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 2008 -01253 County: Wake USGS Quad: Raleigh West and East
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: City of Raleigh, Public Utilities Department
Address: Attn: Whit Wheeler
One Exchange Plaza, Suite 620
Raleigh, NC 27601
Telephone No.: 919- 857 -4540
Size and location of property (water body, road name/number, town, etc.): This portion of the Crabtree Creek North
Bank Interceptor Sewer rehabilitation project is about 5 miles long and runs along the north bank of Crabtree
Creek from Glenwood Avenue to just east of Raleigh Boulevard.
Description of projects area and activity: Activities related to the sewerline repair and construction as described in
your application dated January 18, 2011 and revised April 13, 2011. The project will result in 143 linear feet of
temporary stream channel impacts and 2.10 acres of temporary wetland impacts for temporary construction
access. The sewer project will cross Waters of the US at six separate and distant locations. The crossings will
result in the cumulative loss of 0.56 acres of wetlands for permanant maintenance access corridors, across the six
locations.
Previously purchased mitigation credits satisfy the mitigation requirement for this project. They were purchased
for a previous design of this project and NCEEP has accepted payment for the activities related to this specific
segment of Crabtree Creek Interceptor.
Summary of Authorized Impacts and Req uired Mitigation
Action ID
#
NWP / GP
#
Open Water (ac)
Wetland (ac)
Unim ortant Steam (It)
Important Stream 10
Temporary
Permanent
Temporary
Permanent
Temporary
Permanent
Temporary
Permanent
2008-
01253
12
2.10
0.56
143
0
Im act Totals
2.10
0.56
0
Total Loss of Waters of the U.S. (ac) 0.56
Total Loss of Waters of the U.S. (11)
0
FRquired Wetland Mitigation ac 0.56 In- Lieu /EEP
Required Stream Mitigation (If) 10
Special Permit Conditions:
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST' BE;
AT- I'ACHED TO THE FILE COPY OF THIS FORM, IF AVAILABLE.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 12
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
Page 1 of Action ID: 2010 -01523

This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified,
reissued, or revoked prior to March 18, 2012. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a
public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the
date that the relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of the modification or
revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management .
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals /permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Steve I971�hefski at telepltgne number 919- 554 -4884 extension 35.
Corps Regulatory Official
Expiration Date of Verification
Date: 04/29/2011
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at our website at http: / /re Ius latory.usacesurvey.com/ to complete the survey
online.
Determination of ,Jurisdiction:
❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. 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.
® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (C WA)(33 USC y 1344). 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.
❑ Tile jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination. issued . Action ID
Basis of Jurisdictional Determination: Crabtree Creek is relatively permanent water (RPW) tributary to the Neuse
Ri►•er, which is a navigable water of the United States. Streams were identified utilizitt or(linary high water npark
as identified in the field. All wetlands on the site meet the hydrophytic vegetation, wetland hydrology, and hydric
soil criteria of the 1987 Corps of Engineers Wetland Delineation Manual and are adjacent with a RPW.
This ' urisdictional determittation is only for the %raterslwetlands yroposed for ini facts associated with this
Nationwide Permit anti dues not include anv other watershvetlands that may be located elsewhere on the pro pert
Page 2 of 3 Action ID: 2010 -01523

Appeals Information (This information applies only to approved jurisdictional determinations.)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved jurisdictional
determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will find a Notification of Appeal Process
(NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA
form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Jamie Shern, Project Manager,
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Raleigh, North Carolina 27587
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by 07101/2011.
* *It is not necessary to submit an RFA ' m to the Distric Office f udo not object to the determination in this correspondence. **
Corps Regulatory Official:
VV
Date 04/29/2011 Expiration Date 04/29/2016
Copy Furnished:
Troy Beasily
Withers and Ravenel, Inc.
1410 Commonwealth Drive, Ste. 101
Wilmington, NC 28403
Page 3 of 3 Action ID: 2010 -01523

Action ID Number:2008 -01253
County:Wake
Permittee: City of Raleigh - Public Utilities Dept - Whit Wheeler
Date Verification Issued: 4/29/2011
Project Manager: Jamie Shern
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
WILMINGTON REGULATORY FIELD OFFICE
POST OFFICE BOX 1890
WILMINGTON, NORTH CAROLINA 28402 -1890
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

Previous 401 WQC
and
Buffer Authorization

4
HCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
April 18, 2011
DWQ Project # 07 -1093, Ver. 3
Mr. Whit Wheeler Wake County
City of Raleigh - Public Utilities Department
One Exchange Plaza, Suite 620
Raleigh, NC 27601
Subject Property: City of Raleigh Crabtree Creek North Bank Sewer Rehabilitation
Ut to Crabtree Creek [030402, 27- 33 -(10), C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions — MODIFICATION
Dear Mr. Wheeler:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 2.669 acres of 404 /wetland (0.557 acres permanent impact and 2.112 acres
temporary impact), 143 linear feet intermittent stream impact (temporary impact) and 11,849 square feet
of Zone 1 Neuse River basin protected riparian buffers (6,986 square feet permanent impact and 4,863
square feet temporary impacts) and 24,758 square feet of Zone 2 Neuse River basin protected riparian
buffers (21,749 square feet permanent impact and 3,009 square feet temporary impact), as described in
your application dated January 18, 2011, and received by the Division of Water Quality (DWQ) on
January 24, 2011, to construct the proposed sewer line replacement project at the site. After reviewing
your application, we have decided that the impacts are covered by General Water Quality Certification
Number(s) 3819 (GC3819). The Certification(s) allows you to use Nationwide Permit(s) NW12 when
issued by the US Army Corps of Engineers (USACE). This Certification replaces the Certification
issued on April 11, 2011. In addition, you should obtain or otherwise comply with any other required
federal, state or local permits before you go ahead with your project including (but not limited to) Erosion
and Sediment Control, and Non- discharge regulations. Also, this approval to proceed with.your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose-and design that you described in your application. 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 fills for this project (now or-in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
Wetlands, Buffers, Stormwater, Compliance and Permitting Unit (WeBSCaPe)
1650 Mail Service Center, Raleigh, North Carolina 27699 -1650
Phone: [phone] FAX: 919 - 807 -6494
Internet: http : / /porial.ncdenr.org /web!wq /ws
An Equal Opportunity 1 Affirmative Action Employer

City of Raleigh
Page 2 of 4
April 18, 2011
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Type of Impact
Amount Approved nits
Plan Location or Reference
404/Wetland
2.669 [(acres) 0.557 acres permanent
PCN (received 4/14/11)
impact and 2.112 acres temporary
application page 6 of 13
impact]
Stream - intermittent
143 (linear feet) temporary impact
PCN (received 4/14/11)
application page 6 of 13
Buffers Zone 1
11,849 [(square ft.) 6,986 square feet
PCN (received 1/24/11)
permanent impact and 4,863 square feet
application page 7 of 12
temporary impacts]
Buffers Zone 2
24,758 [(square ft.) 21,749 square feet
PCN (received 1/24/11)
permanent impact and 3,009 square feet
application page 7 of 12
temporary impact]
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre - Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters without prior
approval from the Division. If placement of sediment and erosion control devices in wetlands and
waters is unavoidable, design and placement of temporary erosion control measures shall not be
conducted in a manner that may result in dis- equilibrium of wetlands or stream beds or banks,
adjacent to or upstream and downstream of the above structures. All sediment and erosion control
devices shall be removed and the natural grade restored within two (2) months of the date that the
Division of Land Resources or locally delegated program has released the project;

City of Raleigh
Page 3 of 4
April 18, 2011
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities;
6. Diffuse Flow
All stormwater shall be directed as diffuse flow at non - erosive velocities through the protected
stream buffers and will not re- concentrate before discharging into the stream as identified within
15A NCAC 2B.0233(5). However, if diffuse flow as per 15A NCAC 02B.0233(5) is not
achieved, then the DWQ shall be notified and corrective actions to restore diffuse flow shall be
taken if necessary to impede the formation of erosion gullies. At no time shall stormwater from
the proposed development be piped directly through the buffer without prior DWQ written
authorization.
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the Wetlands, Buffers, Stormwater, Compliance and Permitting
(WeBSCaPe) Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, NC, 27699 -1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you wish to contest any statement in the attached Certification you must file a petition for an
administrative hearing. You may obtain the petition form from the Office of Administrative Hearings.
You must file the petition with the Office of Administrative Hearings within sixty (60) days of receipt of
this notice. A petition is considered filed when it is received in the Office of Administrative Hearings
during normal office hours. The Office of Administrative Hearings accepts filings Monday through
Friday between the hours of 8:OOam and 5:OOpm, except for official state holidays. The original and one
(1) copy of the petition must be filed with the Office of Administrative Hearings.
The petition may be faxed- provided the original and one copy of the document is received by the Office
of Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699 -6714
Telephone: (919) -431 -3000, Facsimile: (919) -431 -3100
A copy of the petition must also be served on DENR as follows:
Ms. Mary Penny Thompson, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center

City of Raleigh
Page 4 of 4
April 18, 2011
Raleigh, NC 27699 -1601
Unless such a petition is filed, this Certification shall be final and binding.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Ian McMillan or Amy Chapman at 919- 807 -6301.
Sincerely,
C Teen H. Sullins
CHS /ijm
Enclosures: GC3819
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Lauren Witherspoon, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Troy Beasley, Withers & Ravenel, 1410 Commonwealth Drive, Suite 101, Wilmington, NC 28403
Filename: 071093 Ver3CORaleighCrabtreeCreekNorthBankSewerRehabilitation( Wake)401_NBR_MOD

FONSI
and
Floodplain Development Permit

o��� wATEgQ�
alii�-;�
Mr. Robert Massengill, P.E.
Construction Projects Administration
City of Raleigh
Post Office Box 590
Raleigh, North Carolina
Dear Mr. Massengill:
27602 -0590
SUBJECT:
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
March 29, 2007
14Cel
4P,p o� 4D
h' fhPr
s(�
Approval'���r���
City of Raleigh
Preliminary Engineering Report
Project No. CS370419 -13
The Construction Grants and Loans Section of the Division of Water Quality has
completed its review of the Preliminary Engineering Report. The project includes the
replacement or rehabilitation of approximately 29,500 linear feet of the North Bank Interceptor
along Crabtree Creek from Glenwood Avenue to east of Raleigh Boulevard.
The project was reviewed through the State Clearinghouse under the provisions of the
North Carolina Environmental Policy Act, and the attached comments were received. The
comments should be taken into consideration in the project development. The subject City of
Raleigh Preliminary Engineering Report is hereby approved.
If you have any questions concerning this matter, please contact Mr. Dan Blaisdell, P.E.
of our staff at (919) 715 -6211.
JMH/sd
Attachment(s)
Sincerely;
,Chief
-ants and Loans Section
cc: Withers & Ravenel — Michael Wicker, P.E. (w /attachments)
DWQ — Raleigh Regional Office
Daniel Blaisdell, P.E.
Don Evans
Jennifer Haynie
PMB/DMU/FEU /SRF
.5
Construction Grants and Loans Section One
1633 Mail Service Center Raleigh NC 27699 -1633 NorthCarolina
Phone: 919 - 733 -6900 / FAX: 919 - 715 -6229 / Internet: www.nccgi.net
An Equal Opportunity/Affirmative Action Employer — 50% Recyc1ed/10% Post Consumer Paper Naturally

North Carolina
Department of Administration
Michael F. Easley, Governor Britt Cobb, Secretary
March 27, 2007
Ms. Jennifer Haynie
N.C. Dept. of Env. & Nat. Resources
Div. of Water Quality
1633 Mail Service Center
Raleigh, NC 27699 -1633
Dear Ms. Haynie:
Re: SCH File 4 07 -E -4304 -0251; EAIFONSI; City of Raleigh proposal to replace /rehabilitate approx.
29,500 linear R of the Crabtree Creek North Bank Interceptor Sewer between Glenwood Ave. &
east of Raleigh Blvd.
The above referenced environmental, impact information has been reviewed through the State
Clearinghouse under the provisions of the North Carolina Environmental. Policy Act.
Attached to this letter are comments made by agencies in the course of this review. Because of the
nature of the comments, it has been determined that no further State Clearinghouse review action on
your part is needed for compliance with the North Carolina Environmental Policy Act. The attached
comments should be taken into consideration in project development.
Best regards.
Sincerely,
CA ,,�,,
Ms, Chrys Baggett
Environmental Policy Act Coordinator
Attachments
cc: Region J
MallingAddressr Telephone; (919)807 -;115
1301 Mail service Center Fax [phone]
Raleigh; NC 27699 -1301 State Courier #51 -01-00
e -mail Chrya.Baggell @ncmail.nal
An Equal OpporluntVAprmaltva Action Emplayer
ZO 'd St bi 1007- ZZ field T1S6- 2�Z -6ti6: xe�
Location AddMS.
116 West Jones street
Raleigh, North Carolina
UVI

9'w*
North Carolina Department of Crime Control and Public Safety
Division of Emergency Management
Office of Geospatial & Technology Management
Michael F. Easley !a 16
Govemor d*
March 12, 2007
Division of Emergency Management -r
National Flood Insurance Program
STATE NUMBER: 07- E- 4300 -0251 'ft*04�
APPLICANT: N.C. Department of Environment & Natural Resources
Bryan E. Bearry
Secretary
DESC: City of Raleigh proposal to replace /rehabilitate approximately 29,500 linear feet
of the Crabtree Creek North Bank In4terceptor Sewer
Section B Existing Environment, Topography and Solis indicates that the entire project
corridor is located inside the 100 -year floodplain, A floodplain development permit must
be obtained from the City of Raleigh Floodplain Administrator, Ben Brown, before the
project is initiated. If the project requires disturbance of land inside floodways and/or
non - encroachment areas, a no- impact study or Conditional Letter of Map Revision may
be required before a floodplain development permit can be issued.
Please let me know if you have y questions about this.
,, Kb,
Edward M. Curtis, P,E., CFM
Division of Emergency Management— NFIP
919-715-8000 extension 369
ecurtis @ncem.org
MAILING ADDRESS: OFFICE LOCATION:
4713 Mall Service Center Disaster Recovery Operations Center
Raleigh, NC 27899 -4713 1830 -B Tillery Place
Ralelgh, NC 27604
Fax: [phone] Telephone: [phone]
www.ncern.nrg
An Equal Opportunity /Affirmative Action Employer
SO'd
9r: VT L00�11 JeW TJSO— z�J— E�F;xea HON

Oy OF Rq��
�y
(p'� ■-UI4
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City of Raleigh Public Works Department
Stormwater Development Section
Floodplain Management
June 29, 2007
RE: Flood Study Submittal to the City
TO WHOM IT MAY CONCERN,
The City Conservation staff has reviewed your Flood Study that was submitted for the
Crabtree Creek North Bank Interceptor Sewer project. A copy of this study will be
kept in the Stormwater Office and your office should keep a copy of this study as well.
Let this letter serve as the official approval document. Please note the information
below on any subsequent submittals to the City for this project (Construction Drawings,
Recorded Plats, Permits, etc):
Flood Study Name: Crabtree North Bank Int
City of Raleigh Flood Study ID #: 580
Date Approved: 6/29/2007
Should you have any questions, feel free to contact the Conservation Office at 516-
2155.
Benjamin A. Brown, PE, CFM
Stormwater Development Supervisor
CC: COR Public Utilities Department
File
PO Box 590 or One Exchange Plaza., Raleigh, NC 27602
Voice (919) 516 -2155 T fax [phone]
www.raleigh-nc.org

NCDENR Determination of Minor
Construction Activity Letter

IF
NCDEEHR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H, Sullins
Governor Director
July 20, 2010
Mr. Whit Wheeler, P.E.
City of Raleigh
PO Box 590
Raleigh, North Carolina 27602
Dee Freeman
Secretary
SUBJECT: Determination of Minor
'Construction Activity
City of Raleigh
Rehabilitation of Crabtree Creek
North Bank Interceptor Sewer
Engineering Report Amendment
Project No.: CS370419 -13
Dear Mr. Wheeler:
Enclosed you will find the Determination of Minor Construction Activity (DMCA) for
the subject City of Raleigh Rehabilitation of Crabtree Creek North Bank Interceptor Sewer
Engineering Report Amendment. This determination shall become effective upon its publication
in a local newspaper of general circulation by the City, and can be revoked at any time adverse
information is made available. The documentation to support this decision should be kept on file
by the City and be made available for public viewing, upon request. After the DMCA has been
properly advertised, please furnish this office with a copy of the Affidavit of Publication
certifying the date it appeared, along with a copy of the advertisement. This Determination of
Minor Construction Activity will take effect upon its publication and will supersede the original
2006 FNSI dated January 19, 2007.
1633 Mail Service Center, Raleigh, North Carolina 27699.1633
location: 2726 Capital 8hra. Raleigh. North Carolina 2704 �e Carolina
Phone: [phone] FAX: 919'715.62291 customer Service: I.877-UM748
Internet: Oppoduwa I Afflana0ve � fy/MAY
M Equal Opporhmily L Affirmative Aeon Employer )W& MAY /!��

Mr. Whit Wheeler, P.E.
July 20, 2010
Page Number 2
If you have any questions concerning this matter, please contact Jessica Sutton at (919)
715 -6225. You may also contact me at (919) 715 -6212.
Sincerel ,
Kim H. Colson P.E., Assistant Chief
Construction Grants & Loans Section
js
Attachment (all cc's)
cc: Withers & Ravenel, Inc. — Michael Wicker, P.E.
DWQ Raleigh Regional Office
Daniel Blaisdell, P.E., Chief
Kim Colson P.E., Assistant Chief
Jennifer Haynie, FEU Supervisor
Jessica Sutton
FEU /SRF

Determination of Minor Construction Activity
North Carolina Division of Water Quality
Construction Grants and Loans Section
Project Applicant: City of Raleigh
Date: July 20, 2010
Project Number: CS370419 -13
Estimated Project Cost: $14,100,000
Estimated Funding Amount: $13,459,273
Project Description: The proposed project will provide new 36 -inch replacement pipe and 5 -foot
diameter precast manholes from the downstream end of the project at Raleigh Boulevard
upstream to the I-440 Beldine, using conventional dig and replace methods. In some areas, such
as the orphan landfill area; existing railroad and roadway bore and jack crossings; and deep cut
areas where replacement is not feasible, portions of the 36 -inch and all of the 30 -inch pipe will
be rehabilitated by internal reconstruction methods. The project corridor remains the same as
that approved in the 2006 Preliminary Engineering Report. This environmental document
supersedes the original Finding of No Significant Impact dated January 19, 2007.
The above named applicant intends to apply for assistance from the State Revolving Fund
program to construct the wastewater facilities described above. The North Carolina Division of
Water Quality (DWQ) has conducted a review of the project in accordance with the procedures
(NCAC 15A Subchapter 1C) for conformance with the North Carolina Environmental Policy
Act. The DWQ has determined that this amended project is a minor construction activity, and
that the preparation of additional environmental documents is not required.
This determination shall become effective upon its distribution by DWQ and a one -time
publication of this determination by the applicant in a newspaper having local circulation. This
determination can be revoked at any time adverse information is made available. The
documentation to support this decision will be on file with the North Carolina Department of
Environment and Natural Resources, Division of Water Quality, Construction Grants and Loans
Section, and is available for public scrutiny upon request.
Comments concerning this decision may be addressed to Ms. Jennifer Haynie, Facility
Evaluation Unit, Construction Grants and Loans Section, Division of Water Quality, 1633 Mail
Service Center, Raleigh, North Carolina 27699, or she can be reached by phone at (919) 715-
6223.
Sincerely,
Daniel M. Blaisdell, P.E., Chief
Construction Grants and Loans Section
Division of Water Quality

EEP Mitigation Receipt

Kenneth Waldroup
City of Raleigh
One Exchange Plaza
19 Fayetteville Street., Suite 60
Raleigh, NC 27601
Project:
County:
DWQ #:
USACE Action ID:
EEP No.:
Amount Paid:
Check Number:
1.-
ENamement
PROGRAM
RECEIPT
July 30, 2008
Crabtree Creek Interceptor
Wake
07 -1093
200801253
ILF- 2007 -5477
S59,421.57
S59,421.57
The North Carolina Ecosystem Enhancement Program ( NCEEP) has received a check as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 /CAMA Permit(s) issued for the
above referenced project. This receipt serves as notification that your compensatory mitigation requirements associated with
the authorized activity as specified below have been satisfied. You must also comply with all other conditions of this
certification and any other state, federal or local government permits or authorization associated with this activity.
The NCEEP, by acceptance of this payment, acknowledges that the NCEEP is responsible for the compensatory mitigation
requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit.
The mitigation will be performed in accordance with the Memorandum of Understanding between the NC Department of
Environment and Natural Resources and the US Army Corps of Engineers dated November 4, 1998, as indicated below.
River Basin
Stream Credits
Wetland Credits
Buffer I& 11
HUC
(linear feet)
(acres)
(Sq. Ft.)
Cold
Cool
Warm
Riparian
Non - Riparian
Coastal Marsh
Neuse
0
0
0
0.670
0
0
38,967
03020201
Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded. If you have any questions or
need additional information, please contact Valerie Mitchener at (919) 715 -1973.
Sincerely,
William D. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands /401 Unit
Jamie Sham, USACE — Raleigh, Thelma Hemmingway, USACE Wilmington
Ian McMillan, NCDWQ - Wetlands /401 Unit
Todd Preuninger, agent T
T� utDY( ile .. .. Prot-"' ou'r Rate, 1tr�
.J• NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699 -1652 / 919 - 715 -0476 / www.nceep.net

Wetland Impact Maps

'.I
EXHIBIT 18
EXHIBIT 17
EXHIBIT 15
EXHIBIT 14
EXHIBIT 13
N
PROJECT SUMMARY
PERMANENT WETLAND STREAM IMPACTS EXISTING: w E
IMPACTS — FILL FOR 24,286 SF (0.56 AC) L.F. 143 LF s
ACCESS ROAD Magnetic
AREA +' +' +' +' +' +' +' 3,512 SF (0.08 AC)
TEMPORARY y�,yA �� • 92,034 SF (2.11 AC)
WETLANDS IMPACTS 1
15' PERMANENT MAINTENANCE CORRIDOR CONVERSION
EX. SEWER (TO BE LINED) SS TO HERBACEOUS WETLAND — 10,414 SQ. FT)
(SEE EXHIBIT 1)
EX. SEWER (DIG AND REPLACE) SS
NEW SEWER ALIGNMENT SS—
EX. TOP OF BANK //
�A&M WS
EXHIBIT 11
'EXHIBIT 5
EXHIBIT 3
"° ReV1Sion B 9-1 CRABTREE CREEK NORTH WETLAND IMPACT EXHIBIT
W &R AS SHOWN snee�NO.
,a —ev BANK INTERCEPTOR SEWER WITHERS RAVENEL WE -1
PAP 7 -29 -1a
ae�kea BV �oeNO. OVERALL ALIGNMENT AND INDEX ENGINEERS I PLANNERS I SURVEYORS
wsR 02061345.03 Raeig Wake Count North Carol ina
Norcn ce.on�e vsn eer. 9i o rex 9i9aea�ooa,mmers,�e�ei <om

1 \ o
IN
'/ '/ • ' PIN: 1714598313 , ' , ' . �/ 1 ' VIC
/ . • / , CITY OF RALEIGH
PROPOSED 42" CULVERT 1 ; .:;:;:. 0
/� • EXISTING GREENWAY BOARDWALK . ;.. � .•;� • .
. 1 \ SEE EXHIBIT 2A . . °•'
•; ::r \\
'EXISTING SEWER LINE AND . " , ' . ' � I *' °�, •:'•. •' ••rr�'•'�';�..
• j , EASEMENT TO BE ABANDONED ' " ' / • ?:l °:;' ''•' ! �:;`� °:,,
PROPOSED 20' TEMPORARY
/ . / , ' . • CONSTRUCTION EASEMENT :.,".;;.: . ' ` • + ;:�':
• / . " / ' . EXISTING JURISDICTIONAL POND , \ n.;s -• , '!`:'':';.,;••: \
PROPOSED 42" CULVERT .� , ..: •.., �:' . , / `':`:; :�:
• " ' . I , ' SEE EXHIBIT 2A t R` ' . ' •'` \
" • v I I .
/ M z
LIMITS OF WETLANDS ' ;t:::'.% 4 •' . ' 1 '
�` , ' • „r r' :;• J >'f- "'' ',::'•�`' 1 . ' • / TEMPORARY IMPACTED AREA: / / " :.�`':t.• . . ' " , '
*! ';: :i.;' :::: e:' :r' , • 24,300 SQ. FT.
'�:: ,y ���, tit. 1: :.•�,, i•'•'•; •,,: i..�•' 1 , 4 Y'I
.!;•• '•',;,'� ,:. ' +! ':Y'•f ".r , / ' :; ;• . LIMITS OF FILL IMPACT FOR ACCESS ROAD
IMPACTED AREA: 16,944 SQ. FT. 1
� // • : tip ::• �.'::�,�:�;,:,�':;Y;.. t ., I 1 � �
I \
CRABTREE CREEK /i Fk�SPING
M '
PROPOSED 40' EASEMENT
/ . \
/ •�_r�" • TO BE MAINTAINED
LEGEND
PERMANENT WETLAND
STREAM IMPACTS EXISTING:
IMPACTS — FILL FOR
■ 16,944
SF (0.389 AC) L.F. NONE
ACCESS ROAD
AREA .'.'.'.'.'.'.' NONE
TEMPORARY,��
� 24,300
SF (0.558 AC)
WETLANDS IMPACTS
'
EX. SEWER (TO BE LINED)
SS
EX. SEWER (DIG AND REPLACE)
Sf
GRAPHIC SCALE
50 0 25 50 100
NEW SEWER ALIGNMENT
5�
EX. TOP OF BANK
//
1 inch = 50 ft.
u ReV'' °°
Date
B
-
of W &R
Dr
PAP
AS SHOWN
Dle
12 -18 -10
CRABTREE CREEK NORTH
BANK INTERCEPTOR SEWER
WETLAND IMPACT MAP
WITHERS RAVENEL
sneer N.
2
ae�kea By
wsR
j.b
ma N.
02061345.03
Raleigh Wake Count North Carolina
EXHIBIT 2
EXHIBIT
ENGINEERS I PLANNERS I SURVEYORS
Norcn ce.r— 27511 eei. 9i o rex 9194ea6008 —me--el <om

210 - i I I I I I I I I I I I I - 210
205 -
200 -
195 -
185 -
180 -
PROPOSED 42" CULVERT
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- 205
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- 185
- 180
175 - I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I — 175
16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
Revision B CRABTREE CREEK NORTH WETLAND IMPACT MAP
of W &R AS SHOWN sne es NO.
,a -ev BANK INTERCEPTOR SEWER WITHERS RAVENEL 2A
PAP 12 -18 -10
ae�kea By ma NO. EXHIBIT 2A ENGINEERS I PLANNERS I SURVEYORS
wsR 02061345.03 Raleigh Wake Count North Carolina
EXHIBIT /� Norcn —r— vsn —,mm--i <om

PIN: 1705640620
DUPREE, WILLIAM A III
a_ nA-nA R
,S,S \
SS
i
` \ SS.
EXISTING 40' MA TAINED
EAS NT
EXISTING STREAM CROSSING
WITH 54" RCP CULVERT
TO BE REPLACED WITH
8'x4" BOX CULVERT
CONSTRUCTED HEADWALLS
NO IMPACTS
1-1
PIN: 1705641533
MITCHELL, BYRON & JULIA
"o \
0
\� SS --
PIN: 1705642435
WILLIAMS, RANDALL W
& ELIZABETH A
LIMITS OF STREAM a"
TEMPORARY IMPACTED AREA:
405 SQ. FT.
40 F
N
E
s
Magnetic
HOFT PHI
I
I
L. .
SEE SHEET 12A FOR ADDITIONAL
\ — INFORMATION
SS ,
\
PROPOSED 20 WIDe
TEMPORARY CONSTR CTION
EASEMENT
S
C S �
LEGEND
PERMANENT WETLAND
STREAM IMPACTS EXISTING:
IMPACTS - FILL FOR ' NONE
L.F. 40
ACCESS ROAD
+ + + + + ++
AREA + + + + + + + + + + + + ++ 405 SF (0.009 AC.)
TEMPORARY NONE
WETLANDS IMPACTS
EX. SEWER (TO BE LINED)
SS
EX. SEWER (DIG AND REPLACE)
SS
NEW SEWER ALIGNMENT
SS!
GRAPHIC SCALE
EX. TOP OF BANK
so
o zs so ioo
1 inch = 50 ft.
CRABTREE CREEK NORTH
WITHERS & RAVENEL
BANK INTERCEPTOR SEWER
WETLANDS IMPACT EXHIBIT 12
EN 6INEER3 I PLANNERS I SURVEYORS

®1
o:
o °�
Z
W �LU
w
~ Z Q
o w
'4 U
N
\ \\ \` HEADWALL
EX. MH -148 \� \
Al� / SS \ S\S/
� /
SSA _
8'x4' RBC \
EX. 54" CMP— — L = 40.00 L.F"�
/ > TO--BE REM/Q' ED / \ \ S = 1.23% \\
TW - 205.(
tl
Z�
— 5
O // +
,I —
Z
w
L5
J
4-ISS-
0
�r
X
- -- w - --
/ o + \
\ +
12 "ELOW ST AM BED ' + + + + + + +
+ + + + + - F- NCCESSARYJT6
+ + + + + + INSTALL CULVERT
I + + + + +
I �r��nln
STREAM IMPACTS EXISTING:
L. F. 59 LF
AREA + + + + + + + + + + + + ++ 405 SF (0.009 AC)
GRAPHIC SCALE
10 0 5 10 20
1 inch = 10 ft.
CRABTREE CREEK NORTH WITHERS &— RAVENEL
BANK INTERCEPTOR SEWER WETLANDS IMPACT EXHIBIT 12A ENGINEERS I PLANNERS I SURVEYORS
f
\ ( 1 1 1
+
+ /
I
► 1 (I I 11
1 +
+ / /1 E STREAM BED
\
s
\ J Magnet
I I I I / //
+
+
+ //
\ �\
I
+
\\
121 I
+
+ /+
\ I I cnn
+\ \ of I
/
/
III
OSI
+ ++
I
\
- --
TW = 20
\ \ \ \
\
I \ PROPOSED
®1
o:
o °�
Z
W �LU
w
~ Z Q
o w
'4 U
N
\ \\ \` HEADWALL
EX. MH -148 \� \
Al� / SS \ S\S/
� /
SSA _
8'x4' RBC \
EX. 54" CMP— — L = 40.00 L.F"�
/ > TO--BE REM/Q' ED / \ \ S = 1.23% \\
TW - 205.(
tl
Z�
— 5
O // +
,I —
Z
w
L5
J
4-ISS-
0
�r
X
- -- w - --
/ o + \
\ +
12 "ELOW ST AM BED ' + + + + + + +
+ + + + + - F- NCCESSARYJT6
+ + + + + + INSTALL CULVERT
I + + + + +
I �r��nln
STREAM IMPACTS EXISTING:
L. F. 59 LF
AREA + + + + + + + + + + + + ++ 405 SF (0.009 AC)
GRAPHIC SCALE
10 0 5 10 20
1 inch = 10 ft.
CRABTREE CREEK NORTH WITHERS &— RAVENEL
BANK INTERCEPTOR SEWER WETLANDS IMPACT EXHIBIT 12A ENGINEERS I PLANNERS I SURVEYORS

LIMITS OF WETLANDS
TEMPORARY IMPACTED AREA:
1,034 SO. FT.
PIN: 1706100310
CITY OF RALEIGH
TEMPORARY CONSTRUCTION
EASEMENT —
EXISTING GREENWAY
/SS
ss I -440
i
i
E
N
i
PERMANENT WETLAND
IMPACTS — FILL FOR ■ NONE
ACCESS ROAD
q
/ PIN: 1706100310
CITY OF RALEIGH /
°
� 5 caa
boa
SS
EXISTING 40' MAINTAINED
PIPE LINER EASEMENT
INSERTION LOCATION
C/-46T STREAM
0 ADDITIONALLIMPACTS CROSSING RfF CREEK
REHAB SECTION)
EXISTING GREENWAY
SS
SS
SS
LEGEND
TEMPORARY 1,034 SF (0.024 AC)
WETLANDS IMPACTS rir r
EX. SEWER (TO BE LINED) SS
EX. SEWER (DIG AND REPLACE) SS
NEW SEWER ALIGNMENT —Ss
EX. TOP OF BANK //
STREAM IMPACTS EXISTING:
L.F. • • • — NONE
AREA .'.'.'.'.`.`.` NONE
GOOD IIIII
SS SS
EXISTING STREAM CROSSING
� NO ADDITIONAL IMPACTS
REHAB SECTION)
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
"° ReV1S1O0 Dd1e By 111 °eg =`a'° CRABTREE CREEK NORTH WETLAND IMPACT MAP
of W &R AS SHOWN sneer NO.
,a�ev Od1e BANK INTERCEPTOR SEWER WITHERS RAVENEL 17
PAP 12 -18 -10
ae�kea By ma No EXHIBIT 17 ENGINEERS I PLANNERS I SURVEYORS
WkR 02061345.03 Raleigh Wake Count North Caro ina
EXHIBIT 1 LJ Norcn —r— vsn Lei. 91 o rex 9194ea6008 .,mm--i <om

Buffer Impact Maps

.-w
r -
-
/N ZONE 1 PERMANENT
EXHIBIT 17
�►� \1�n• w ZONE 1 TEMPORARY
5
EX. SEWER (DIG AND REPLACET
NEW SEWER ALIGNMEN&
EX. TOP OF BANK
EXHIBIT 14
EXHIBIT 13
\ \�
`� .,•,� < <; .• t� ,� � < ems. =�
PROJECT SUMMARY
NEUSE RIVER RIPARIAN BUFFER
6,618 SF (0.152 AC) ZONE 2 PERMANENT
5,231 SF (0.120 AC) ZONE 2 TEMPORARY
SS
EXHIBIT 10:
N
W E
S
20,674 SF (0.475 AC) Magnetic
4,084 SF (0.110 AC)
0. Revision Date I by 111 °e='g °e' I S -1, IIII CRABTREE CREEK NORTH NEUSE RIVER BUFFER IMPACT MAPS
W &R AS SHOWN SheetNO.
o,aw, By o�e WITHERS RAVENEL
Checked 6y ANR Dt, as Z' 07 BANK INTERCEPTOR SEWER ENGINEERS I PLANNERS I SURVEYORS WE -1
W &R 020302aa.a Raleigh Wake count North Carolina OVERALL ALIGNMENT AND INDEX 111 Mx— ,Dr- CZ North C— l-27511 [,1919- 469 -3— lay: 91 4467 -6008. wthers,—d�om

S\
O
N
[aP�� S .\ IN- W E
[� \
\ \
\
\ ss� \
- — — — —- /
EXISTING SEWER LINE AND
EASEMENT TO BE ABANDON - - - - \ - \•ss\ -\ \ - /-
\
ZONE 2
PERMANENT IMPACTED AREA:
117 SQ.� FT..
PIN: 1714686293 \� /
YORK FAMILY PROPERTIES
PROPOSED 40' EASEMENT
TO BE MAINTAINED
JF
N
ZONE 1 PERMANENT NONE
LEGEND
ZONE 2 PERMANENT 117 SF (0.003 AC)
ZONE 1 TEMPORARY NONE ZONE 2 TEMPORARY j� NONE
EX. SEWER SS
(TO BE LINED)
EX. SEWER
(DIG AND REPLACE) GRAPHIC SCALE
NEW SEWER 50 0 25 50 100
(REALIGNED) --
EX. TOP OF BANK // 1 inch = 50 ft.
CRABTREE CREEK NORTH WITHERS RAVENEL
BANK INTERCEPTOR SEWER BUFFER IMPACT EXHIBIT 1 ENGINEERS 1 PLANNERS I SURVEYORS
Raleigh Wake County North Carolina

E
MP000� - EXISTING - s
BOOARDWALK ARDWALK - Mast, = w
- - I - - -
- � - -- -
ZONE 2
PERMANENT IMPACT AREA: - -
- 7,447 SQ. FT. - -
PIN: 171
CITY OF
ZONE
1
PERMANENT IMPACT AREA:
2,850 SO. FT.
I -
- -
�- EXISTING JURISDICTIONAL POND
PROPOSED 40' EASEMENT
-
. I TO BE MAINTAINED
n
I N III
- PROPOSED 20' TEMPORARY - -
-
z
z
CONSTRUCTION EASEMENT
m
m
m
m
N
0
X
W
m'.
c
c
m
\ GRAPHIC SCALE
i..
. • 6� 75 - 50- - - 1
LEGEND
ZONE 1 PERMANENT 2,850 SF
(0.0657 AC)
ZONE 2 PERMANENT �� 7,447 SF (0.171 AC)
ZONE 1 TEMPORARY NONE
ZONE 2 TEMPORARY — NONE
EX. SEWER SS
EX. TOP OF BANK
(TO BE LINED)
EX. SEWER SS
NEW SEWER SS
(DIG AND REPLACE)
(REALIGN)
CRABTREE CREEK NORTH
WITHERS I- 14AVENEL
BANK INTERCEPTOR SEWER
BUFFER IMPACT
EXHIBIT 2
ENGINEERS 1 PLANNERS I SURVEYORS
Raleigh Wake County North Carolina

EXISTING GREENWAY
ZONE 1 PERMANENT
ZONE 1 TEMPORARY
EX. SEWER SS
(TO BE LINED)
EX. SEWER SS
(DIG AND REPLACE)
NEW SEWER ,SS
(REALIGN)
EX. TOP OF BANK //
z — — • ;S� — — — , EXISTING SEWER LINE AND • ' •
' �SS� EASEMENT TO BE ABANDON /
Z • ss � , • • , ,/ SS ,
ss
\ I I i • i
\ \ `` , •- — �— SS EXISTING GREENWAY •
\ \ \ 8S \ \ \ • \ • . \, —� — — Ssi BOARDWALK ,
,
\ SS. \ \ \ \ • , •_ I jai • • •
—�Q SED 20 TFMPOORY •
S$ ` '�, \ ' \ • , CONSTOCwN EASEMENT EXISTING JURISDICTIONAL POND 1 '
R
Pf� D 40' EASEMENT —\ ZONE 2 —• •
T MAINTAINED - _ SS PERMANENT IMPACT AREA: _
/ ' 1• 9,819 SQ. FT. ,
2pN£
/
/
ZONE 1
�/ •
PERMANENT 3 IMPACT AREA: C% 432 SQ. FT, p R £ p •� ... e
CK C6
R \
i FrFKin
3,432 SF (0.079 AC) ZONE 2 PERMANENT
NONE ZONE 2 TEMPORARY —
9,819 SF (0.225 AC)
NONE
IT
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
"° Rev1sion 1a1e I by 111 D11191e1 I SCd1e IIII CRABTREE CREEK NORTH BUFFER IMPACT MAP
W &R AS SHOWN WITHERS &- RAV E N E L 5hee1NO
Draw — BANK INTERCEPTOR SEWER 3
PAP 12 -16 -10
Ch,,k,d By J °bN °. EXHIBIT 3 ENGINEERS I PLANNERS I SURVEYORS
wee 02061345.03 Ralei h Wake Count North Carolina EXHIBIT 111 MxK —Drl- Cz N °rtb C— l-27511 t,l 9194693340 1a:: 9144676008 .wlth -1 enelc °m

N /
W E
EXISTING GREENWAY s
/ Magnetic
PROPOSED 20' TEMPORARY
F- CONSTRUCTION EASEMENT /
r
- - SS
\ //
EXISTING 40' MAINTAINED
EASEMENT /
ss s
-------- - - - - -- -- /.
ZONE 2 BUFFER �
ZONE 1 BUFFER 11 /
—yl/ II
CRABT REE CREEK
ZONE 1 PERMANENT
ZONE 1 TEMPORARY
EX. SEWER
(TO BE LINED)
EX. SEWER
(DIG AND REPLACE)
NEW SEWER
(REALIGN)
EX. TOP OF BANK
�j
NONE
NONE
SS
LEGEND
ZONE 2 PERMANENT . NONE
ZONE 2 TEMPORARY ddh NONE
yy GRAPHIC SCALE
SS 50 0 25 50 100
1 inch = 50 ft.
CRABTREE CREEK NORTH WITHERS I- RAVENEL
BANK INTERCEPTOR SEWER BUFFER IMPACT EXHIBIT 5 ENGINEERS 1 PLANNERS I SURVEYORS
Raleigh Wake County North Carolina

\ PROPOSED 20' TEMPORARY
\ \`� CONSTRUCTION EASEMENT
\ ss
�\ \ EXISTING 40' MAINTAINED
\ \ EASEMENT
�\ \ ZONE 2
TEMPORARY IMPACT
\ \. 1 440 SQ. FT.
FF
\
i
1,
ZONE 1 PERMANENT
ZONE 1 TEMPORARY
EX. SEWER
(TO BE LINED)
EX. SEWER
(DIG AND REPLACE)
NEW SEWER
(REALIGN)
NONE
NONE
SS
AREA:
NY I
\
N
­0 E
s
Magnetic
\
\
LEGEND
ZONE 2 PERMANENT NONE
ZONE 2 TEMPORARY 440 SF (0.010 AC)
SS
GRAPHIC SCALE
SS 50 0 25 50 100
EX. TOP OF BANK //
1 inch = 50 ft.
CRABTREE CREEK NORTH WITHERS I- RAVENEL
BANK INTERCEPTOR SEWER BUFFER IMPACT EXHIBIT 10 ENGINEERS 1 PLANNERS I SURVEYORS
Raleigh Wake County North Carolina

F�
IP N: 1705640620
DUPREE, WILLIAM A III
& BARBARA B
'0
of
1pO
q0
PIN: 1 705641533
MITCHELL, BYRON & JULIA SS-
\�_ EXISTING 40' MAINTAINED
EASEMENT
N
W—( E
Magnetic �—
PIN: 1705 642435 PIN: 1
WILLIAMS, RANDALL W HOFT PHILIP
& ELIZABETH A
/ I -i
PROPOSED 20' TEMPORARY
/ CONSTRUCTION EASEMENT
ZONE 1 PERMANENT
SS
� I
ZONE 1
TEMPORARY IMPACT AREAS:
1,289 SQ. FT. \�
LEGEND
ZONE 1 TEMPORARY M
EX. SEWER
(TO BE LINED)
EX. SEWER
(DIG AND REPLACE)
NEW SEWER
(REALIGN)
EX. TOP OF BANK
NONE
983 SF (0.023 AC)
SS
SS
SS
ZONE 2
TEMPORARY IMPACT AREA:
274 SQ. FT.
I S—
L�
\ PIPE LINER
INSERTION LOCATION
ZONE 2 PERMANENT NONE
ZONE 2 TEMPORARY �.M 274 SF (0.006 AC)
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
CRABTREE CREEK NORTH WITHERS I- RAVENEL
BANK INTERCEPTOR SEWER BUFFER IMPACT EXHIBIT 12 ENGINEERS 1 PLANNERS I SURVEYORS
Raleigh Wake County North Carolina

I KENNEDY C
RBARA M
EXISTING 40' MAINTAINED
EASEMENT
W
SJ N m
PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
ZONE 1
5454589 TEMPORARY IMPACT AREAS:
RALEIGH 1,256 SO. FT.
ZONE 1 PERMANENT
ZONE 1 TEMPORARY
AERIAL PIPE CROSSING
NONE
\ c N
I
W-0 E
II Magnetic
I I I
V)
I I I
� I �
CIO �j I
N - -
/ / I
I
/ N �qo
l
/ I I PIN: 1705458740
CHRISTMAN, ROGER W
& LISA A
/ I \
ZONE 2
\ TEMPORARY IMPACT AREAS:
\ \ \ 711 SQ. FT.
LEGEND
1,256 SF (0.029 AC)
ZONE 2 PERMANENT 41 NONE
ZONE 2 TEMPORARY 711 SF (0.034 AC)
EX. SEWER SS
(TO BE LINED)
EX. SEWER
(DIG AND REPLACE)
GRAPHIC SCALE
NEW SEWER _ 50 0 25 50 100
(REALIGN) --
EX. TOP OF BANK // 1 inch = 50 ft.
CRABTREE CREEK NORTH WITHERS I- 14AVENEL
BANK INTERCEPTOR SEWER BUFFER IMPACT EXHIBIT 13 ENGINEERS 1 PLANNERS I SURVEYORS
Raleigh Wake County North Carolina

MP WE /
W OfE
S
Magnetic /
�6 I771 ZONE 2
DIANE 8 TEMPORARY IMPACT AREA:
514 SQ. FT. Co
N
PIN: 70-V64727
PROPOSED 20' FINCH, M HARRY C�.
TEMPORARY "/ C? J
CONSTRUCTION .. / / Co 1*: 1705087835
EASEMENT / MTY OF RALEIGH �7
2 N Gi
— o
ss
s I
EXISTING 40' M ED . \/ �^
EASEMENT
CRABTRE
PIPE LINER J
INSERTION LOCATION
I /
ZONE 1
TEMPORARY IMPACT AREAS:
1,274 SQ. FT.
1
1
rFaaFa
I C(`C�IfI
ZONE 1 PERMANENT NONE
ZONE 1 TEMPORARY 1,274 SF (0.029 AC)
SS�TFR \
ZONE 2 PERMANENT
\ \S\
NONE
ZONE 2 TEMPORARY 11111L 514 SF (0.012 AC)
EX. SEWER SS
(TO BE LINED)
EX. SEWER
(DIG AND REPLACE)
NEW SEWER GRAPHIC SCALE
(REALIGN)
SS 50 0 25 50 100
EX. TOP OF BANK // 1 inch = 50 ft.
CRABTREE CREEK NORTH WITHERS I- RAVENEL
BANK INTERCEPTOR SEWER BUFFER IMPACT EXHIBIT 14 ENGINEERS 1 PLANNERS I SURVEYORS
Raleigh Wake County North Carolina

ANK�1705095460
MANN, BARBARA _
STALEY COURT
PIN: 1 70509 720 1
ARROWOOI
�• PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
I'/ /,
ZONE 1 PERMANENT
ZONE 1 TEMPORARY
\ 1
ZONE 2
IPERMANENT IMPACT AREA:
628 SQ. FT.
\ Sk \
\SS \\
\N
/ W E
\ PIN: 17050981
\ \ TIMKO, STEPHEN D
LAP \
ZONE 1
> , . PERMANENT IMPACT AREA:
336 SQ. FT.
qq
S
33 Magnetic
ELORES
EXISTING 40' MAINTAINED
EASEMENT
I r !1 r n I r1
336 SF (0.008 AC)
ZONE 2 PERMANENT
ZONE 2 TEMPORARY
PIN: 1705099079
HENSLEY, MICHAEL J
& DEBORAH C
PROPOSED 40' MAINTAINED
EASEMENT
ZONE 2
PERMANENT IMPACT AREAS:
631 SQ. FT.
\ \ SS SS /ONE
1 /
rIN: 1705087995
\ PENDEL CORPQRATIONN
3,291 SF (0.076 AC)
�[SINA
PIN: 1705180994
MOORE, THOMAS EDWIN
& SARAH H
\ \ PIPE LINER
\ \\ \ \ INSERTION LOCATION i
\ i
iss/ 1l
/ /��cRPB�REE CREEK
\ / /sue
SS/
�1
- ZONE 2
PERMANENT IMPACT AREAS:
2,033 SQ. FT.
3
Z
v
m
EX. SEWER SS
(TO BE LINED)
EX. SEWER SS
(DIG AND REPLACE)
NEW SEWER SS GRAPHIC SCALE
(REALIGN) 50 0 25 50 100
EX. TOP OF BANK
1 inch 50 ft.
"°. Revision Date I by 111 °11'911' I s`a'e IIII CRABTREE CREEK NORTH BUFFER IMPACT MAP
n a/ WkR � SHOWN SheetNa
WITHERS RAVENEL
Draw
PAP Daze
12 -16 -10 BANK INTERCEPTOR SEWER 16
checked By Jnb N, . EXHIBIT 1 ENGINEERS I PLANNERS I SURVEYORS
wee 020513 .03 Ralei h Wake Count North Carolina EXHIBIT 111— enano,- Ca NnnhCa,nrna27s„ ter 9,94693— f 91 -600a ww~wth -1 d n

PROPOSED TEMPORARY
PIN: OF RA LEEIGIG CONSTRUCTION EASEMENT
CITY OF RA
\ H
I \\
ZONE 2
\`; \ TEMPORARY IMPACT AREAS:
S \ 237 SQ. FT.
EXISTING 40' MAINTAINED
EASEMENT
PIPE LINER \�
INSERTION LOCATION \• \ S\
\ \ ZONE 1
TEMPORARY IMPACT AREA:
1,350 SQ. FT.
ZONE 2
EXISTING GREENWAY TEMPORARY IMPACT AREAS:
716 SQ. FT.
1-440
N
E
w
s
Magnet'.
F�
/ROPOS'6Q 20' TE RY
ONSTRUCTION T
LEGEND��
ZONE 1 PERMANENT NONE ZONE 2 PERMANENT NONE
ZONE 1 TEMPORARY 1,350 SF (0.031 AC) ZONE 2 TEMPORARY 953 SF (0.022 AC)
EX. SEWER SS EX. TOP OF BANK
(TO BE LINED)
EX. SEWER GRAPHIC SCALE
(DIG AND REPLACE) SS so o zs so goo
NEW SEWER
(REALIGN) SS 1 inch = 50 ft.
CRABTREE CREEK NORTH WITHERS I- RAVENEL
BANK INTERCEPTOR SEWER BUFFER IMPACT EXHIBIT 17 ENGINEERS 1 PLANNERS I SURVEYORS
Raleigh Wake County North Carolina

N
W E
NORTH HILLS DRIVE -
_- Mognetic
iii
III
/ —
(n N —
/ i I EXISTING 40 MAINTAINED
EASEMENT
E LINER
INSERTION (LOCATION I `EXISTING GREENWAY ' NE 2 BUFFER
I '
� I L — ' / s ZONE 1 BUFFER
PIN: 079 6708 610
AMAN, GEORGE T
CC ZONE 1
TEMPORARY IMPACT AREA:
\ / 368 SQ. FT.
oo,
i
PROPOSED TEMPORARY
/ CONSTRUCTION EASEMENT
0796706536 i
D APARTME N�S LL� ,
LEGEND
ZONE 2
TEMPORARY IMPACT AREA:
1,192 SO. FT.
ZONE 1 PERMANENT r NONE ZONE 2 PERMANENT NONE
ZONE 1 TEMPORARY 368 SF (0.008 AC) ZONE 2 TEMPORARY 1,192 SF (0.027 AC)
EX. SEWER SS
(TO BE LINED)
EX. SEWER
(DIG AND REPLACE)
GRAPHIC SCALE
NEW SEWER ,SS 50 0 25 50 100
(REALIGN)
EX. TOP OF BANK // 1 inch = 50 ft.
CRABTREE CREEK NORTH WITHERS RAVENEL
BANK INTERCEPTOR SEWER BUFFER IMPACT EXHIBIT 20 ENGINEERS 1 PLANNERS I SURVEYORS
Raleigh Wake County North Carolina

Y
U
Q
a
z
0
a:
w
w
a
i
a
M
M
n
O
M
O
O
N
O
N
D
N
V
N
0
T
O
a
li
O�
i
a
a�
0
U
Q
U
a
O
L
N
N
3
v
Y
N
d
U
0
i
M
0
M
O
O
O
V
M
i
co
O
O
I I
30
GREENWAY DETAILS
03
STA 25 +00 TO STA 40 +00-
32
BOARDWALK DETAILS
04
STA 40 +00 TO STA 55 +00
116!')
DIVERSION STRUCTURE DETAIL
05
STA 55 +00 TO STA 70 +00
36
SOIL BORING LOGS
06 `
STA 70 +00 TO STA 85 +00
07
STA 85 +00 TO STA 100 +00
08
STA 100 +00 TO STA 115 +00
09
STA 115 +00 TO STA 130 +00
10
STA 130 +00 TO STA 145 +00
11
STA 145 +00 TO STA 160 +00
12 '
STA 160 +00 TO STA 175 +00
13
STA 175 +00 TO STA 190 +00
14
STA 190 +00 TO STA 205 +00
15
STA 205 +00 TO STA 220 +00
16
STA 220 +00 TO STA 235 +00
17
STA 235 +00 TO STA 250 +00
18
STA 250 +00 TO STA 265 +00
19
STA 265 +00 TO STA 280 +00
20
STA 280 +00 TO STA 295 +00
21
STA 235 +00 TO STA 310 +00
22
STA 310 +00 TO END
23
ACCESS ROAD GRADING PLAN
24
DETAILS
25
DETAILS
26
DETAILS
27
EROSION CONTROL DETAILS
28
EROSION CONTROL NOTES
29
EROSION CONTROL NOTES
30
GREENWAY DETAILS
31
GREENWAY DETAILS
32
BOARDWALK DETAILS
33
BOARDWALK DETAILS
34
DIVERSION STRUCTURE DETAIL
35
SOIL BORING INDEX
36
SOIL BORING LOGS
37
SOIL" BORING LOGS
O
ATTN: WHIT WHEELER, P.E.
U �

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ABBREVIATIONS SHEET o
ACP ASBESTOS CEMENT PIPE MIN - MINIMUM ��� ���1 SHEET Iy
ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE MJ - MECHANICAL JOINT S
AV - AIR VALVE N - NORTH
BFP - BACKFLOW PREVENTER NIC - NOT IN CONTRACT LL
BM - BENCH MARK N.I.C. - NOT IN CONTRACT �� s
BO - BLOW OFF NO. - NUMBER
BOP BOTTOM OF PIPE NTS - NOT TO SCALE 1 -440
BW - BOTTOM OF WALL O.C. - ON CENTER
CATV - CABLE TELEVISION OD OUTSIDE DIAMETER
GIP - CAST IRON PIPE OH OVERHEAD
CML &C - CEMENT MORTAR LINED AND COATED PE - PLAIN END sy
CO - CLEAN OUT PP - POWER POLE FFj
CLR - CLEAR SPACE PS - PUMP STATION >>
CMP - CONCRETE METAL PIPE PSI - POUNDS PER SQUARE INCH o
CMU CONCRETE MASONRY UNIT PVC POLYVINYL CHLORIDE PIPE
CONC - CONCRETE R - RADIUS
CONN - CONNECTION RCBC REINFORCED CONCRETE BOX CULVERT _
CONST - CONSTRUCTION RCP - REINFORCED CONCRETE PIPE m 0
rm
DET - DETAIL REQ'D - REQUIRED
D, DIA, 0 - DIAMETER RJ - RESTRAINED JOINT
DI - DUCTILE IRON RMJ - RESTRAINED MECHANICAL JOINT
DIMJ - DUCTILE IRON MECHANICAL JOINT RT - RIGHT SHEET �5 3
DIP - DUCTILE IRON PIPE ROW - RIGHT OF WAY
DIPS - DUCTILE IRON PIPE SIZE R/W - RIGHT OF WAY
DWG - DRAWING S - SEWER, SOUTH
E - ELECTRIC, EAST SCH - SCHEDULE s'yF�•T
EA - EACH SDR STANDARD DIMENSION RATIO
ECC ECCENTRIC SE - SOUTHEAST a
ELEC - ELECTRICAL SF - SQUARE FEET
EL ELEVATION SIM - SIMILAR
EP EDGE OF PAVEMENT SMH - SEWER MANHOLE SyFFT s
EX. - EXISTING SS - STAINLESS STEEL j
2
y
FG - FINISHED GRADE STA - STATION
FL - FLOWLINE STL - STEEL >>
FLG - FLANGED STRUCT STRUCTURAL �\
FM Q FORCE MAIN T - TELEPHONE 4O
FT. - FOOT TC - TOP OF CURB `s'SFFT
GA GAUGE T/P - TOP OF PIPE
GALV GALVANIZED TOC - TOP OF CONCRETE O
GV - GATE VALVE TOP - TOP OF PAVEMENT
HDD - HORIZONTAL DIRECTIONAL DRILL TRANSV. - TRANSVERSE
O
HDPE - HIGH DENSITY POLYETHYLENE PIPE TS - TOP OF SLAB `rye
HORIZ - HORIZONTAL' TYP. - TYPICAL
F�
HP - HIGH PRESSURE, HIGH POINT U.G. UNDERGROUND 01Q
I. E. - INVERT ELEVATION U.N.O. UNLESS NOTED OTHERWISE
IN - IMPERIAL IRRIGATION DISTRICT USGS - UNITED STATES GEOLOGICAL SURVEY SyFF
INV. - INVERT WWF WOVEN WIRE FABRIC T08
IPS - IRON PIPE SIZE VCP - VITRIFIED CLAY PIPE
- VERTICAL
LONG. - LONGITUDINAL VERT. .
LF LINEAR FEET W/ WITH SyFFTo, ob SHEET 05
LT - LEFT WM - WATER METER ° SHEEN
MAX - MAXIMUM
MFR - MANUFACTURER @ - AT ®®
MFG - MANUFACTURING & - AND � I
MFR 'D - MANUFACTURED - CENTER LINE
MH MANHOLE
LEGEND
�q
EXISTING
NEW
s
Q 0 Me MAILBOX y�
F�
© wM AIR RELEASE VALVE ® 0
FIRE HYDRANT
my
D4 WATER VALVE
® TV CABLE PEDESTAL °P. FT OZ
UTILITY .POLE oRF
o- GUY WIRE GRAPHIC SCALE
LIGHT POLE 1000 0 500 1000 2000 l / lY n
-O IRON PIPE 1 inch = 1000 ft.
-T SIGN
- -OHE- - -HE- OVERHEAD ELECTRIC UTILITY CONTACT INFORMATION: GENERAL NOTES: CONSTRUCTION SEQUENCE:
- - ®E - - - L - UNDERGROUND ELECTRIC
BELLSOUTH 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH STANDARDS, LATEST 1. OBTAIN COPY OF LAND DISTURBING PERMIT FROM THE DEPARTMENT OF ENVIRONMENT
-
_C_ - C - UNDERGROUND CABLE TV SCOTT NANNULLEY EDITION.
.5717. GLENWOOD AVE AND NATURAL RESOURCES, LAND QUALITY SECTION (NCDENR).
--
2.
-G- --- G UNDERGROUND GAS RALEIGH, NC 27612 2. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND SHALL INSTALL TRAFFIC SAFETY 3. INSTALL EROSION AND SEDIMENTATION MEASURES.
FENCELINE (919) 785 -7794 MEASURES IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST 3. OBTAIN A CERTIFICATE OF COMPLIANCE THROUGH ON -SITE INSPECTION BY THE NCDENR
INSPECTOR.
�, �- , ��x EDITION.
- W - - w - WATERLINE PSNC 4. PROCEED WITH INSTALLATION OF PIPE.
- - - 5. BACKFILL ALL MATERIAL ON THE SAME DAY. EXCAVATION OCCURRED.
DON PROCTOR 3. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
- -
_SS_ _SS SEWERLINE SS 3516 SPRING FOREST RD 6. MONITOR CONTROL MEASURES ACCORDING TO SPECIFICATIONS. WELL RALEIGH, NC 27616 4. ._PIPE TRENCHES SHALL BE NO STEEPER THAN 1:1 FROM THE EDGE OF THE EXISTING PAVEMENT, 7. CLEAN CONTROL MEASURES WHEN RAINFALL EXCEEDS 1/2-INCH.
(919) 836 -2421 g, REMOVE SEDIMENT FROM SILT FENCES AND INLET PROTECTION DEVICES WHEN DIRECTED s SEWER MANHOLE 5. SITE SHALL BE STABILIZED, SEEDED AND MULCHED, AND PAVED AS INDICATED IN THE EROSION BY INSPECTOR OWNER OR ENGINEER. UTILITY INSTALLATIONS AND OTHER PUBLIC
TIME WARNER CONTROL NOTES PRIOR TO FINAL INSPECTION. 9. SEED AND MULCH DENUDED AREA WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS UTILITIES INCLUDING SIDEWALKS AND HANDICAP
O SANITARY CLEANOUT WHICHEVER IS SHORTER, EXCEPT WHERE SHORTER TIME PERIODS ARE REQUIRED. RAMPS ARE TO BE CONSTRUCTED ON ALL
LARRY THORNE 10. MAINTAIN EROSION AND SEDIMENTATION CONTROL MEASURES UNTIL PERMANENT GROUND STREETS AS SPECIFIED BY CITY CODE. THESE
STORM DRAIN 1100 PERIMETER PARK 6. ALL PLANT PROTECTION FENCING SHALL BE MAINTAINED ON THE SITE UNTIL ALL OTHER WORK IS FACILITIES HAVE BEEN APPROVED BY THE CITY
JB MORRISVILLE, NC 27560 COMPLETED WITH THE EXCEPTION OF THE FINAL INSPECTION. FENCING SHALL BE REMOVED COVER IS ESTABLISHED. of RALEIGH AND SHALL BE SO INSTALLED
FOLLOWING FINAL INSPECTION. 11. REQUEST FINAL APPROVAL OF GROUND COVER BY NCDENR INSPECTOR. UNLESS A CHANGE IS AUTHORIZED BY WRITTEN
Q STORM DRAIN JUNCTION BOX (919) 868 -4227 12. WHEN AUTHORIZED BY NCDENR INSPECTOR, REMOVE EROSION AND SEDIMENTATION APPROVAL. PUBLIC SANITARY SEWER EASEMENTS
CONTROL MEASURES AND STABILIZE AREAS FORMERLY OCCUPIED BY THESE MEASURES. ARE TO BE RECORDED PRIOR TO FINAL
PROGRESS ENERGY 7. FIELD SURVEY INFORMATION PERFORMED BY WITHERS & RAVENEL. ACCEPTANCE.
SOIL BORING LARRY LEHNING SIGNATURE:
- - - RIGHT -OF -WAY 7011 PINECREST DR 8. PROPERTY LINE INFORMATION OBTAINED VIA WAKE COUNTY TAX MAPS AND DO NOT NECESSARILY CHIEF ENGINEER
PROPERTY LINE RALEIGH, NC 27613 REPRESENT ACTUAL PROPERTY LINE LOCATIONS. DIR. OF PUBLIC UTILITIES
-- - - - - - - - EASEMENT LINE - --- - - - - -- (919) 881 - 3718 TRAFFIC ENGINEER
TEMPORARY CONSTRUCTION _ _ 9. INFORMATION ON SUBSURFACE UTILITY LINES IS APPROXIMATE ONLY. CONTRACTOR SHALL BE CONSERVATION ENGINEER
EASEMENT LINE NORFOLK SOUTHERN RESPONSIBLE FOR FIELD VERIFYING THE EXACT LOCATION OF ALL UNDERGROUND UTILITY LINES
EM AND ORDERING MATERIALS.
CB CATCH BASIN BRUCE BIDDIX PRIOR TO COMMENCING EXCAVATION A THE DATUM FOR CONTROL IS:
cv GAS VALVE (919) 810 -2261 10. POSITIVE DRAINAGE SHALL BE PROVIDED FOR ALL AREAS THROUGHOUT THE CONSTRUCTION NCGS MONUMENT "WYATT" (NAD 83 -2001)
FES FLARED END SECTION PERIOD. NORTH = 748754.70
WORLDCOM /MCI TELECOMMUNICATIONS
co CLEANOUT CORPORATION 11. CONTRACTOR TO BE ADVISED THAT ANY GREENWAY DAMAGED DURING CONSTRUCTION IN THE EAST = 21 13904.24
ATTN: INVESTIGATIONS PROJECT AREA SHALL BE RESTORED TO LIKE OR BETTER CONDITION. SEE DETAIL, SHEET 18. ELEV = 215.34' NGVD 29
SILT FENCE SF MR. DEAN BOYERS ( )
TREE PROTECTION TP 2400 NORTH GLENVILLE DRIVE 12. ANY GREENWAY DAMAGED OUTSIDE OF CONSTRUCTION LIMITS SHALL BE REPAIRED AT THE
RICHARDSON, TX 75082 -4354 ° °��Noo�ARO
SILT FENCE /TREE PROTECTION SF /TP EXPENSE OF THE CONTRACTOR. SEE DETAIL, SHEET 18. �,�cc�
(800) 624 -9675
ROCK DAM 13. EXISTING LINES SHALL BE RECONNECTED TO NEWLY INSTALLED GRAVITY LINES AT THE END OF
CSX TRANSPORTATION INC. EACH WORKING DAY AND BEFORE AN EMINENT STORM EVENT TO PREVENT OVERFLOWS.
INLET PROTECTION ATTN: DIVISION ENGINEER
FLORENCE DIVISION - FLORENCE 14. CONTRACTOR SHALL PROVIDE PROPER OIL POLLUTION PREVENTION MEASURES TO MINIMIZE THE
SILT FENCE OUTLET SERVICE LANE IMPACT OF DIESEL FUEL TO THE ENVIRONMENT. MEASURES SHALL BE IN ACCORDANCE WITH
100 OAKLAND AVE. D400 STATE AND LOCAL LAWS.
FLORENCE, SC 29506
Revision
Designer
W &R
Scale
1"=500'
Drawn By
Date
PAP
6 -22 -06
Checked By
Job No.
MCW
02030244
■
■
"WITHER'S & R"ENEL Sheet No.
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C -0832
i

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EX. MH-108 (6' SEE SHE
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220
STA: 46+17.0*6 - - - - - - - - - - - - - - - - - _ - — E7 05
X
I RIM=204 37 - �DN 53
j (EX. MH- 109) 1JNER I ER�
I INV. IN=184.09 tU'/
I/ N 52+00
H- 107), P 51+00/
INV. OUT= 184.09 (EX. M
L - RC
EX. MH-107 (6' DIA.)-;- Z 7' /_ -/—
- 77
7
STA: 43+65.21 4B+O
RIM=202.63 47+0/0" -109 (6- DIA.)
MH
INV. IN=183.86 (EX. MH-108)- /I T 54+78.71
INV. IN=192.83 (EX. MH-9057) 00, A'1�
RIM- 229.25
INV. OUT=183.86 (EX. MH-1106)
INV. IN=184.87 (EX. MH 110)
INV. OUT - 184.87 (EX. MH-108)��,
'INN
>
�-o
PIN: 715504986
RALEIGH PROPERTY GRO P LLCI
EX. MH-106 (6' DIA.) 1Z P NL V
STA. 40+62.93 TI ON P.) TEMPOR R'Y AdCES I I I PORIRY
RIM=201 65 TOA t- 3
A S
EASEMENT
INV. IN 183.59 (EX. MH-107) EASE NT
<00
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INV. OUT=183.59 (EX. MH
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LINER
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INS RTI N
7C
'Z4 . .. . ...... . ... I
-SEE NOTE 2
E TING GAS LINE
XIS
"O\
NOTES:
'0
1 CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE
CIO OPEN ENTRANCE TO BOTH AUTO SALES
L
BUSINESSES.
PNOD IAI�
rOAjk
2. GAS LINE EXISTS IN AREA OF YONKERS/CAPITAL.
SEE SPECIFICATION SECTION 02202 -2.08. -W
SIAGING' AREA Aj
--TEMPORARY CONSTRUCTION ENTRANCE EX. MH 1001 (48" DIA. MH)
:_-7
STA: 45+10.70
REMOVE GUARDRAIL AS NECESSARY
AND REPLACE IMMEDIATELY AFTER RIM=202.57
CONSTRUCTION IN AREA IS COMPLETE GRAPHIC SCALE
0
R/W MONUMENT, 50 0 25 50 100
6m
TEMPORARY TYP. •
CONSTRUCTION
PIN: 1715506333 _7� 1 inch 50 ft.
EASEMENT
YORK FAMILY PROPEF__�
)1IE1
•
230
=T=
220
Y 0
•
•
Designer
MCW/CNH
Scale
H 1"=50'; V 1"=5'
Drawn By
Date
PAP
JUNE 2010
Checked By
Job No.
mcw
02061345.03
43
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No. Revision Date By
Designer
MCW/CNH
Scale
H 1"=50'; V 1"=5'
Drawn By
Date
PAP
JUNE 2010
Checked By
Job No.
mcw
02061345.03
r
PIN: 1715214431
CITY OF RALEIGH
EXISTING ASPHALT
GREENWAY
F_
// -------
CRAB TREE CREEK
uj
EX. MH- 16 (6' DIA. DROP MH)
87+60.57
TO P OF Sj��AM BANK
CLASSIFICATION C.A(SW
RIM=202.16
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PIN: 1715212597
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PIN: 1715117801 F_
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600 CREEKSIDE LLC "Nunn uj
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------
ENTRANCE, TYP. STA: 94+87.28
RIM=205.25i
INSERTION
LOCATION
1. EXISTING GREENWAY IS NOT TO BE DISTURBED OR USED FOR SITE x I
ACCESS UNLESS WRITTEN AUTHORIZATION IS OBTAINED FROM CITY OF 0 T PIPE
0
INV. IN=188.78 (EX. MH-118)
<
"CAUTION —OVERHE
TRIC"
CREATION DEPARTMENT.
1 .1
INV. OUT=188.78 (EX. MH-116)
METHOD- MILBURNIE 115KV LINE. THE
2. CONTRACTOR TO REPLACE ANY PAVED SURFACES DAMAGED DURING
X
PIN: 1715210867
MINIMUM REQUIRED EQUIPMENT
CLEARANCE (MEC) DISTANCE FOR THIS
CONSTRUCTION.
___qUPREE, LAYNE
S
LINE IS TWELVE FEET TWO INCHES
3. CONTRACTOR SHALL TEMPORARILY BRACE ALL PROGRESS ENERGY UTILITY
FLOOD LIMITS
z
_(12'-2").
CONTRACTOR TO CONTACT
RIOR TO PHIC SCALE
POLES. 0
52167BB
TI M LLC
WORKING IN THIS AREA.
50 25 50 100
1 1 1
4. SOIL EXCAVATED BETWEEN MH 116 AND MH 123 SHALL BE STOCKPILED
HAROLD WAGNER [phone].
PER THE SPECIFICATION. CITY SHALL ANALYZE MATERIAL AND DIRECT
N 1-1 inch 50 ft.
CONTRACTOR WHERE SOIL SHALL BE DISPOSED. STOCKPILES SHALL BE LOCATED ON SOUTH SIDE OF THE TRENCH.
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FOR CONSTRUCTION 000094
No. Revision Date By
Designer
MCW/CNH
Scale
H 1"=50'; V 1"=5'
Drawn By
Date
PAP
JUNE 2010
Checked By
Job No.
mcw
02061345.03

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717 INV. IN=193.28 (EX. MH-131A) SILT FENCE, TYP. ftmifta +OD 7 Ln JV Z;z
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lZD r-ri
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LINER INSERTION LOCATION EX. MH-134 (6' DIA.) STA: 143+98.92
IRIM=212.39
-135)
INV. IN=196.03 (EX. MH
INV. OUT=196.03 (EX. MH- 1 33
1:Lj 0
CA�LUEF, -,-1 -APARTMENTS ,A LINE 00 YR FLOOD Ll do 10000' Z GRAPHIC SCALE
50 0 25 50 100
1 inch 50 ft.
. . .......... I........ . ... III----- - -- -- -- ----- . .. . ...... . ------- ---- I--- ... ... . ... - I n_ LA InU L Xmlml —Stw L ------ --- --- -- -- T_ __4 I........... . . ....... .. ------- - - -------- ........ .. - - ---- --- ---- ... .... I. . . ........ ---- ----- I230
---- --------- --------- ------------ t 1 1 1 7F I I---- ------- 230 3: -- ---- ---- ------ I__T ---- -- ------ _`LC L TE . . . . . . . .... 7 )I- If)- I< La CO- < jj ..-f N Z' I....... .... .. I. ........ . — - -- - ------ ----- -- 90- E-.Z--. Z— - — ­- cr_ 220
220 ---- ------ ---------- — - — - — — — --------- — - -- — -
- ----- --- --- cc . ..... . . f06 ZA FOO, .._ELE)(,= . . ..... T_ - --------- ---- -- —4— -- - -------- \t f------- --- - .... .... . ... ..... ---------- 210 210
ff7- . . .. ....... u .... . .. .. ....... . ..... .. ... . .. . ... ....... kA ...... ....... . . .. - -- ---- ........ .. . ....... ... .. . . ... ...... ... .. ... . ..... ... x - - -- -------- X - -- -- - --- --- L . .... . 200
200 X - - ---- -7- M p -D-
R­jE­V _R'C P
--P ?EVIC B D - PIPE­ LJIAE LLLJ I
Ic j __ — — — —1 --- - + = _L__ - x � ­:,"I: i ! __ 7 __ - EE =RIF x I_S_ L
-RD�UME x 60' "67 _IO_U 15L, ---- ------ 05. lilt L L - ------ x <xl X_�, x __T x fr -- --- -------- t.... ... -- ------- -- ------ 190
... . - ------ - ----- 190 LL III. ... ..... . . .... . . ...... ------- ....... ... ...... ..... ... . .. - ------- --- I---- --- - - ----- -- I---- - ----- - . ... . . ...... .... ... I. ....... ... -- - ---- ------ I0000000000".
L .. . . .... '' -,L-"-.- - t=== , -
�� � , ­ - I __ ­ I ­ L _1­1­t___j____t_ , ", � L, i. - .11, . . ..... 144 145
— ------- 143
..... .. .. . .... .. __T ---- - - -------- ------ It - - IIC
180 -0 IFINAL DESIGN .0 0 0
130 131 132 133 134 135 136 137 138 139 140 141 142 NOT RELEASED 0 00-00 itFOR CONSTRUCTION 9800000944
No. Revision Date By Designer Scale B Sheet No.
MCW/CNH H 1"=50'; V 1"=5' " R"'Ol' F I L E
Drawn By Date E H A B51 L I TAT I N 0 F C R`ABTREE CREEK" PLAN AN ru r u WITHERS RAVENEL
PAP m I ff I M h, ' "l R"' T H rb" AN"'l INTERCEPTOR SEWER'A 10
1 Checked B MCW �b No. I N kJ a Is ENGINEERS I PLANNERS I SURVEYORS
1 STA 1 3 0 + 00 TO STA 145 + 00 1 1 1 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
5.03 Raleigh Wake County C North Carolina

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TEMPORARY CONSTRUCTION EX. MH-144 (6' DIA.) ENTRANCE, TYP. STA: 168+79.61 EX. MH-146 (6' DIA.) PIN: 1705740417 RIM=205.23 STA: 173+02.75 CITY OF RALEIGH INV. IN=199.17 (EX. MH-145) RIM=206.61 4f INV. OUT=199.00 (EX. MH-143) INV. IN=199.59 (EX. MH-147)
INV. OUT=199.59 (EX. MH-145) PAVED GREENWAY PATH EX. MH-148 (6' DIA.) STA: 174+91.96
RIM=211.22-
LINER INSERTION 00 INV. IN=205.18 (EX. MH-149)
o7+ INV. OUT=204.53 (EX. MH- 147)
LOCATION 4 -do EX. MH-142 (6' DIA.) on MOCK
q�r 6 STA: 1 61 +87.80,5743825 R09PI's RIM=209.121AMES K III �7_ �O& SEWER �i4 00 t Al 7' INV. IN=198.30 (EX. MH-143) SILT FENCE INV. OUT=198.01 (EX. MH-1411) OUTLET, TYP. SILT FENCE/TREE PROTECTION FENCE, TYP. Fu '6 PIN: 1705645651 SS— EX. MH- 145 (6' DIA.) clo ADAMS, ANNL F UNNAM 0 TRIBUTARY TO
SS___ STA: 171+74.54 0( CRABTR E CREEK
, r7; L "ARLO RIM=208.901 WE R 14 CLASS NSW
143 (6' DIA.) INV. IN=199.46 (EX. MH- 1 46) EX. M H R/w STA: 164+71.14 INV. IN=200.85 (EX. -721)­Ft MH IRIM=208.38 INV. OUT=199.46 (EX. MH- 1 44) IIFINV. IN=198.58 (EX. MH-144) ILINE PIN: 17056444 INV. IN=201.00 (EX. MH-11713) ELAM, BONNIE Y INV. OUT= 198.58 (EX. MH- 142) LOCAT16N 0, 1705 70 HC & KIMBERLY TITSRO MICHAE H II& DONNA SUE H IIIIIIFTITIitNV. IN=203.17 (EX. MH-724
IINV. OUT=201.17 -146)
(EX. MH
GRAPHIC SCALE
50 0 25 50 100
IIII1 inch 50 ft.
IFIIIII
Km
220
P"j
m I �Zfljjr
co
12
00
2
0
CN
7.41
ion
0
:m
C,
con
0
uQ) 11
E!
U-0 I I
I------ -- - ---- -------- --- ------- .. ........ . ....... . .......... ... II..... ......... ... - ------ --------- - ...... ..... r ------ -------- Lu - -- --- ----- f IIn x . .... - ------ . ..... ....... . .. ... ... .... L Lj­ ------------ ..... ---- -- -- ------- - (O II.... ...... ........ ..... ..... ..... ------- x -- --------- - - --------- ---- -- ...... . .... . ...... - ----- -i- (N I----- ------- 00 .. ... ..... . T- - - ----- - ------ ---- . ..... ..... --- ------- . ........... . ........ 7- "'I 00 ...... ........ .. .......... ILf In T� " - - -------- 14 . ....... > II.... ......... ... D PLA-I I q ELEV­ :F!1 ----- ----- E F-L66
. ......... ------ 0,) X. VENT�STACK
NT2 2u.u" - ------ --------- I-E EV NT, L L .... ... ......... -- - - ------ ------- - ------- I_x IIX, IIItII-- -- ------ ------- t............ . .... ... IIITIFI- ------- I... .... ... . ..... ..... ..... .... ----------- ------ IIIIIII-------- --- ­- ------ .. .... ... .. .. .... . .. . ..... --------- - IFI------------ . . ......... tII­ -- ----- -------- --- I----- ----- ----- ------ ----- -------- - - -- - - IS TIN G­GRAC EX� E: .......... . I III......... . --- --- - ------- I-------------- ---------- - ---- ------- _ ... .. .... - -------- ---- - - - ---- ---- -- ---- ------ I7_7 ItIII- - ----- ---- ------ U-) L - ----- 6 7-i 6 iv T7i. 3VI-f \1Z IIIII- ------ -- ------ - - - ------- I---- - ------ - --- - ---- II------ ----- . ....... - - - --- - II-- - - ----- -- lI---- -- ---- I----- --- --- I----- -- -- ------ ------ - III---- ----------- --- ----- ----- - - ------ ------- --- - - ....... ....... -------- --- ------ - - - ------ ------ - - - ---- -- tI-------- ------ --- - ----- ----- ItI------ - ----- -------- -- t + - - - - --------- ------ , ------------- II-- ----- - ---- -------- -- -- ------ L 160 161 162 163 164 165 166 167 168 169
No. Revision Date By
Designer
MCW/CNH
Scale
H 1 "=50'; V 1 "=5'
Drawn By
Date
PAP
JUNE 2010
Checked By
Job No.
MCA(
02061345.03
_x_ C ).--I 230
------ ------- -------- -- ----- ---- . ... .... ---- -------- E) ..... . ... . .. x Lr) fx
Lu - ----------- ...... LL1_ -- ----- I0 u_)_ LkJ T -- ------- ------ I.00-- -C" 0 F0 + F_ 77 if- < > > ------ 220
(if Lj I
170
171 172
173 174
175
UK
P, mof
190

Mm
220
210
m I � 00181
"<2 11
00
0
MN I
ml I
E
O
J m 0 ion
(n
All
v
uW1 I
2
QAI
EX. MH-154 (6' DIA•)
STA: 189+70.52
EX. MH-151 (6' DIA.) RIM=214.43 Uj
STA: 180+73.55 INV. IN=206.23 (EX. MH-155) W
RIM=213.14 INV. OUT=206.23 (EX. MI-11-153) •z
INV. IN=205.60 (MH-152) Co
PIN: 1 705546 1 09 INV. OUT=205.60 (EX. MH-150) Lij
CITY OF RALEIGH
C/3
EX. MH- 150 (6' DIA)
STA: 178+60.42
EX. MH-149 (6' DIA.)
RIM = 212.70 PIN: lZa5-4-1,4589 90 (z)
INV. IN=205.44 (EX. MH-151) CITY OF RALEIGH
STA: 176+72.42
c
RIM=211.35 INV. OUT=205.44 (EX. MH- 149) c — (Z,
CT)
INV. IN=205.31 (EX. MH-150) MH-152 (6' DIA.)
STA: 183+90.97 SILT FENCE/TREE
INV. OUT=205.31 (EX. MH-148) 71.-1 i:�-
4-1, i RIM=211.82 PROTECTION FENCE, TYP.
CRABTREE CREEK EX. TOP OF BANK INV. IN=205.78 (EX. MH- 153)
CLASSIr-ICA TIOM jj'v:1p -1 co
Z C;NSW 0, INV. OUT=205.78 (EX. MI-11-151)
rn SILT FENCE LLJ
u) 03'
III rp OUTLET, TYP.
FZ7
CONCRETE -TD ZIT
Cf) 7+0
4 -�j
COURT -- -- 0 PIN: 1705550446
HILL, JAMES C
mu�
-019
�01
210 & MARGARET B JR
SS
EX. MH-153 (6' DIA.)
r A
+ )A
PAVERS
20 �'6 STA: 186+79.26
C�)
CD rWEN
RIM=213.84
Mk
\
'tx
INV. IN=206.02 (EX. MH -154)
INV. OUT=206.02 (MH-152)
OD
U)
-"o
f" C
rn TREE PROTECTION 0
PIN: 1705552385
:E
rn FENCE, TYP.
BELL, CHARLES E JR
& MARY L
CD
4
rn PIN: 17056406
20
m DUPREE, WILLIAM A III
fit
ARBARA GARRISON, SCOTT K
& B B
t Nor rE & SUZANNE M
...... ..... . PIN: 1705548840 PIN: 1705547847
LENNON, GEORGE W
PIN: 1705 49731 MATTHEWS, ELIZABETH S PIN: 170554-9,33
& BETTY ANNE HOBART, JEFFREY K
TURNER, JOSEPH G JR PIN: 17055551
ANNETTA MARCELL PITTS WILLIAM HAMPTON
& LINDA D
A
GRAPHIC SCALE
PIN: 1705641533 PIN: 705'�)�D-
50 0 25 50 100
BROWN, ADELE L
MITCHELL, BYRON & J LIA T-
MARLOWE RD 6=mm�
MMOND
R
.RSION BOX) D 1 inch = 50 ft.
175
176
No.
Scale
H 1"=50'; V 1"=5'
Revision
Date
Date
By
Checked By
Job No.
mcw
02061345.03
177
Designer
MCW/CNH
Scale
H 1"=50'; V 1"=5'
Drawn By
Date
PAP
JUNE 2010
Checked By
Job No.
mcw
02061345.03
178 179
•
181 182
M
Er-c"i
185
M.
188 189
Imf
I
MR
230
220
Wei
200
mm
0
Sheet No.
13

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GRAPHIC SCALE
PIN: 1705368 177 50 0 25 50 100
EX. MH-158 (6' DIA.) 1 6m
Lu STA: 198+87.85 PREENEMAN, TERRY R
RIM=216 29 & NANCY 1 inch 50 ft.
-Z EX. MH-155 (15' DIA.) INV. IN=206.89 (EX. MH-159) EX. MH-159 (6- DIA) PIN: 1 705369 12 1
C/3 STA: 191+77.55 INV. OUT=206.89 (EX. MH-157) STA: 201 +07.05 HARTZOG, PATRICIA T PIN: 1705368.
Lu RIM=214.32 RIM=215 64 PARKER, CLIFTC
INV. IN=206.38 (EX. MH-156) PARKER, JEWEL
C/) INV. IN=207.05 (EX. MH- a 60)
INV. OUT=206.38 (EX. MH- 154) PIN: 1705454589
INV. OUT=207.05 (EX. MH- 158)
CITY OF RALEIGH
E,
(kcPi-1,81 T GPEENWA? . .....
EX. 156 (6' DIA.)
Q) % S 1 3 SILT FENCE OUTLET, TYP. PIPE OUTLET
lip
STA: 204+92.35
--210 EX. MH-161 (6' DIA.)
RIM 214.89
+41.97
PROTECTION, TYP
-1-9
cr--
0-) INV IN=206.50 (EX. MH-157) RIM=225.95
p 'T
INV. IN=207.33 (EX. M H - 162)
INV. UT=206.50 (EX. MH-155)
INV. IN=210.00 (EX. MH-729)
.215 INV. OUT=207.33 (EX. MH - 160)-
co A
-36-"- -PVC-
6-- -0 1 00 rn
201
Flip
Jim
�6 -7 �77
-3
8
SILT FENCE, TYP.
047 -
LINER INSERTION +
9�,4r LOCATION
1 2 4` 0
S(ZITR
, 74 N
r PIN: 17054595 15
TEMPORARY CONSTRUCTION
•
MARLOWE BUILDERS INC
ENTRANCE, TYP.
71
PIN: 1705462048
'u
100 YR FLOOD LINE
It 4- %J_
PIN: 1705455942 & REALTY CO INC
rn
- OHERRON, KENNEDY C ca ""PIN, "054f$/4U
17053693b,)
(33 & BARBARA M '1 11 9,
. . . .
® . WILLIAMS BUILDING
PIN:
IiPIIAW ROGER W
500 CHRISt
A LANGFORD, DAVID MARK
EX. MH-160 (15' DIA.
STA: 203+03.05 LANGFORD, SYDNEY CULBRET
H
m
100 YR FLOOD LINE •
RIM 220.22
•
EX. MH-157 (6' DIA.) INV. IN=207.19 (EX. MH-161) ,vo 500
STA: 194+51.9 C'F,145 TR�- L INV. IN=2
12.15 (EX. MH-13411)
F-LOOD LINE 7
RIM- 214.73 N Cf..ASS, (7,v-3, 4
INV. OUT=207.19 (EX. MH-159)
2
f l
INV. IN=206.58 (EX. MH
INV IN=207.98 (EX. MH- 13382) N
EX. Mm- i
I NV. OUT=206.58 (EX. MH-156)
v
flii "0 PIN:
." 170N462 43
WORTH, RANDOLPH & SALLI P
x
MR
111
FIRM
- - ----------- ..................... - --- ----- -- . .. .. . . ... .......... . ......... .....
191 192 193 194 195 196 197 198 199 200 201 202
No. Revision Date By
Designer
MCW/CNH
Scale
H 1"=50'; V 1"=5'
Drawn By
Date
PAP
JUNE 2010
Checked By
Job No.
MCW
02061345.03
PITIR
MR
NCO
an
RM
ME
'p000000000000000000 N CAS 00-
O
Oo
0
-:6 %
O
Sheet No.
14

NCO
240
ME
91
L�
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511
M 1�jft
:<2 11
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W
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MIUPPIN*, 1705367287
I� ANTHONY W & PIN: 1705366142
JAN D SHELTER LIMITED CITY OF RALEIGH S
PIN: 1705,367331 N\
/HARRIS, LAWRENCE W R 3 PIN: 1705363381
& DONNA K CITY OF RALEIGH
ZONE 1 NRB
Mi'mil lung=
"v=0 cummsm ammmm
VIT-B
PIN: 1705366385
CREEP% a-mm
b IT imlg ';g —
T-ill r — ZONE NRBj I am"aft
CRAL3TREC amm"D 4mmum aummm
-14
MARY C
CRESIMORE, C;NSW
xit N11
EX. MH-163 (6' DIA.) E'. TOP Or' BANK CLASSIFICATION
m STA: 212+78.35
filPil, &gpij - 7705365389 €Ill jig, PI
M SS, WILLIAM E RIM=21 6.89 -WTEA'CQPTOR
--EX. SOUfH qAi-,K
N 4`1
I -- S —ts)
M"'
& PATRICIA 8 PIN: 1705365421 INV. IN=207.89 (EX. MH-164) 4V —ss— SS --2\
Rl rn
—SS-
9. HIS
3 SHALL, GEORGE FRE ERICK INV. IN=211.29 (EX. MH-13488)
VIDid1v �7 — — — — — — — — — • 69�99 PIN: 7705364464
'SSOVA
V v m LIA P 62
GARRABRANT, WIL INV. OUT=207.89 (EX. MH-162)
& LOUISE
frP
shopo"
%` 2/N1 nm SILT FENCE, TYP.
UNNAMED TRI UTARY TO CAMB
2
CRAB EE CREEK
Io
mm"m
CO C:)
C 4SS C;NSW ovl-
PC,
-F"1116 mn 'mmuWm V — — .3 0 f, RCP
S 6
\217+00
14 0
TEMPORARY CONSTRLICTIO,
X
ENTIRANCE, TYP. --a--
U)
5+0 m
S, LO �6" RCS"
LT\FENCE'i '00 5,5—
rn
'�o OUTLET;,, TYP. RCP
A 213+ U)
EX. MH - DIA.)
-165 (6
\%w -
STA: 216+81.63 rn
rn
EX. MH-164 (6' DIA.) I- PIN: 1705267 RIM=214.00 266741
till, LAVELLE, TIMOTHY E & �/,INV. IN=208.18 (EX. MH-166) RLES & BARBARA
L)9,
W
A, —1 STA: 215+93.89 1 j
S�p�' '� � ?� -I- �2L
I RIM=214.76 INV. UV I =ZUO. 10 (E X• Pil rl
4'4!
—
Do INV IN 2 1.24 (EX. MH— 13487)
X.
INV. OUT=208.12 (EX. MH— 163)
15
TT=—
.1 T7 M77
N-
PIN: 7 70 5361 626
-'pt' tig
---------- JOHNSON, EARL JR & MARGARET
41
rR
z
LINER INSERTION LOCATION
EINER
? EASEMENT
IN: 1705087835
EX. MH-162 (15' DIA.)
(
CITY OF RALEIGH ;F PIN: 1705-364727 STA: 210+08.74
IC SCALE
GRA
kj 13
4,j FINCH, MRS HARRY RIM=2 13.95
0 FLO 00
0 5 0 100
EN C T
sx, INV. IN=207.70 (EX. MH-163) R �IQ
4A,
INV. IN=209.00 (EX. MH-12371) FLOOD LINE •EX. MH-13488 500 'YF Vln� 50 ft.
INV. OUT=207.70 (EX. MH-161) -------
Lim
------ 7=1 ...... .....
........... ......... ......... ... - - -----
... .. .. . . . . ...... . . ....
I i
......... ........ --------- -
4
-- -------- ........ .. ------ - - ---- - -----
T ------
-- ------ -------
.... . . ....... ... - --------- ----- ... ... .......
- -- - - ------- -1.--T.1-.--- - -1-1 —1-1-3- --- I L-- --,
.. ............. . ........ . .... .......
J
j
-------- ----- 4
--J7 - - ------ -
L-1- -J,
--------- . .....
.................. .... . - - ----
I - -.1 - 111i--4_"1 j , ".. I I - 1 11 1. 11 -1-1.1-1-1.1- 1.- -.r .1-Ij - - I- � � 4 250
-R-E --E-XI STI N G 4ANHOL-ErS
.. ........ ... . .... 11 ----------- -
------ - --J
j
--j
No.
Revision
Date
By
PAP
JUNE 2010
Checked By
Job No.
mcw
02061345.03
207 208
Designer
MCW/CNH
Scale
H 1"=50'; V 1"=5'
Drawn By
Date
PAP
JUNE 2010
Checked By
Job No.
mcw
02061345.03
p
1m
215
216 217
218 219
240
mi
W-1 N
210
Sheet No.
15

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EX. MH-173 (6' DIA.) EX. MH-176A (6' DIA.)
STA: 241 +00.69 STA: 249+38.28
-PIN: 1705087835 RIM=222 50
RIM 220.92 CITY OF RALEIGH
INV. IN=209.92 (EX. MH-174) INV. IN=210.53 (MH-177A)
INV. OUT=209.92 (EX. MH-1172) EX. MH-174 (6' DIA.) INV. OUT=210.53 (EX. MH-176)
STA: 243+29.18
RIM=221.83
INV. IN=210.09 (EX. MH-1175)
EX. MH--172 (6' DIA.) INV. OUT=210.09 (EX. MH-173) >
Cp STA: 238+80.71 CRABTREE CREEK EX. MH-176 (6' DIA) 10
RIM=220.79 CLASSIFICAT101V CjVSW PIN: 17051872 STA: 247+83.37 -1117,
INV. IN=209.77 (EX. MH-173) ROGERS, A LE n§ FENCE, TYP. RIM=219.17 C)
INV. [N=211.63 (EX• MH-12607) SILT FENCE OUTLET, TYP. INV. IN=210.42 (EX. MH-1176A) :L
70
INV. OUT=209.77 (EX. MH-171) INV. OUT=210.42 (EX. MH-175)
? 242+00
rn
3 00
U)
_ZONE�_ I-
7- 24
NRI3
o" 6
-244
"u Q
6-
XN Z (0) NN E ILL
PQ
fir 24
0 +00 0=
�-59 Ar ify N
6
N* 0\'O\ +
+00 23 D
3
V;
)A + C:)
5
co 36" +
e/v UNNAMED TR0UTARY TO 247+
EX� 20' CRABTREE CTREEK '215 11
SEWER "fv� - � -_I-s / - - -- - 7_77=
-Ii - -- -44 -DAV4D_J
-MENT CLASS C, �c
EAS`_�
-2;T2(F_
E MH-171 (6- DIA.)
X PIN: 170518
STA*: 235+22.71 HAMLIN, WILLIAM F JR & CHRISTINE H11
RIM=220.43 U)
PIN: 1705280313 EBY, STEPHEN M & SHERI
INV. [N=209.51 (EX. MH-172)
ROBINSON, CHARLES HALL JR & NANCY W
P AH !dJuub SAL PIN: 1705188466 7n-, I;R'�628_ m
INV. IN=212.65 (EX. � -764) 2=1�j N C
INV. OUT=209.51 (EX. MH-170)
/I/ &JILL R EX. MH-175 (6' DIA.) & A / of 20' STA: 246+57.46 Oil ry, EX-
SEWER RIM=217.80
UNNAMED TRIBUTARY TO ss-, PW­�­ CIO
INV. IN=210.32 (EX. MH-176)'i'll."
'n
NN
C RIA ERNE E I �W_IR 1 -3 9 0 --�Ss 1111�1'� '.1 , loo YR FL OD LINE
R1NqfAS§Q �T MH- 1 74)N
49�6H III & MARGERY J INV. OUT=210.32 (EX.
8
"M IS
/P YR FLOOD LINE • GRAPH C
0 s 50 100
EX. MH-12607
\/ / I �'
1 i7nc= Oft..
. J_ri
_77777 7. 7
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No.
1 Revision
Date
By
PAP
JUNE 2010
Checke By
Job No.
mcw
02061345.03
237
Designer
MCW/CNH
Scale
H 1"=50'; V 1"=5*
Drawn By
Date
PAP
JUNE 2010
Checke By
Job No.
mcw
02061345.03
238
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ACCESS ROAD 2 ACCESS ROAD 2 ACCESS ROAD ACCESS ROAD
No. Revision Date B
Designer
W &R
Scale
1 " =20'
Drawn By
Date
PAP
6 -22 -06
Checked By
Job No.
MCW
02030244
NOTES- GUARDRAIL:
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A: PROPOSED END OF GUARDRAIL TO BE 488' FROM
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to
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OVER CRABTREE CREEK.
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B: PROPOSED END OF GUARDRAIL TO BE 385' FROM
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END OF EXISTING GUARDRAIL LOCATED AT GREENWAY
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ENTRANCE.
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C: ALL GUARDRAIL SHALL BE INSTALLED PER NCDOT
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1+50 3 +00 1 +50 3 +00
ACCESS ROAD 2 ACCESS ROAD 2 ACCESS ROAD ACCESS ROAD
No. Revision Date B
Designer
W &R
Scale
1 " =20'
Drawn By
Date
PAP
6 -22 -06
Checked By
Job No.
MCW
02030244
Sheet No.
23