20110567 Ver 2_401 Application_20160716

Celebranng 15 Years
SEPI
EN G I N EER I NGi
C O N S T R U C T I O N
1025 Wade Avenue
Raleigh, NC 127605
919.789.9977
11020 David Taylor
Drive 1 Suite 115
Charlotte, NC 128262
704.714.4880
5030 New Centre
Drive I Suite B
Wilmington, NC
28403 1910.523.5715
10800 Midlothian
Turnpike I Suite 100
Richmond, VA
232351804.594.0181
PO Box 1954
Loveland, CO 1 80539
sepiengineering. com
@SEPlengineers
July 20, 2016
US Army Corps of Engineers
Attn: Ms. Tasha Alexander
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
JU(2 02016 �D
NC Division of Water Resou?i
Attn: Ms. Cherri Smith
401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
Re: Phase II Crabtree Basin Wastewater Collection System Improvements (CBWCSI)
Additional Crossing over Crabtree Creek;
Section 404 NWP 12, 401 WQC 3819, and Buffer Authorization Submittal
SEPI Project: EN14.032.00
On behalf of the City of Raleigh Public Utilities Department (CORPUD) and McKim and
Creed, Inc. SEPI Engineering (SEPI) submits this complete application and supplemental
information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the N.C. Division of Water Resources (DWR) that the activities proposed
below may proceed under Nationwide Permit (NWP) 12 and General Water Quality
Certification 3886. Provided below is a brief discussion of the project intended to
supplement the attached preconstruction notification (PCN) form.
Proiect Summary and Purpose
CORPUD intends to construct Phase 11 of the CBWCSI which is proposed to extend from
the intersection of Atlantic Avenue and Hodges Street between Hodges Road and
Crabtree Creek to the north side of generation Drive in Raleigh, NC. The proposed
project is meant to address two needs within the Crabtree Basin. The first purpose is
to address the needs for wet weather wastewater capacity. The Crabtree Creek Basin
has been identified by a Sanitary Sewer Capacity Study (SSCS), conducted by CDM and
Hazen and Sawyer, as an area in need of wet weather capacity improvements. In order
to maintain proper hydraulic capacity to convey wet weather flow during severe
weather events, improvements need to be made to the existing gravity interceptors
and siphons. The second purpose is to improve the wastewater capacity for future
growth demands placed upon the system. As the population is predicted to be
approximately 783,000 by 2030, the residential and commercial demands placed upon
the system are expected to increase necessitating the need for a higher wet weather
wastewater capacity. The existing system lacks the capacity to fulfill the needs of the
predicted population growth of 2030. The completion of this project will greatly
decrease the potential for overflow spills that would likely result from higher use
demands.
Proiect History
A request to permit both Phase I and II was submitted to USACE and NCDWR
(formerly DWQ) in June 2011. The NCDWR issued the final approval on August 11,
2011(DWQ Project #11-0567). The USACE approved Phase I (SAW -2011-01748) but
determined that Phase II would require a separate application. Subsequently, USACE
provided update letters to SAW -2011-01748 on May 25 and September 20, 2012.
USACE approved Phase II on November 12, 2014 (SAW -2014-02049).

SEPI
Pre -Application Meetings
Sean Clark, PWS (SEPI), Chris Windley, PE, and Brian White, PE (McKim & Creed) met
with Mr. David Shaeffer of the USACE and Ms. Cherri Smith of NCDWR on
September 19 and 23, 2014 respectively.
During the meeting with Mr. Shaeffer it was determined that the project would
proceed using a separate NWP 12 for each separate impact location. Proposed stream
crossings would be considered "bank stabilization" and not be considered permanent
based on the proposed activity. These stream impacts would therefore not require
stream mitigation. Mitigation for impacts to forested wetlands would be required.
During the September 23, 2014 meeting with Ms. Smith, it was discussed that this
portion of the CBWCSI had previously been approved along with the initial phase;
however, only the initial phase had been constructed. All mitigation requirements for
the construction of the initial phase have been met.
Proiect Imoacts and Mitigation
No permanent stream impacts are anticipated from the proposed additional crossing.
Temporary buffer impacts are deemed "allowable" according to the table of uses.
Avoidance and Minimization
The proposed gravity interceptor has been designed at elevations deep enough to
avoid inverted siphons at creek crossings along the proposed alignment. The existing
interceptors currently utilize invert siphons to cross beneath Crabtree Creek and
major tributaries because the gravity pipe is not deep enough to cross the creek on
constant grade without being aerial across the creeks. The proposed interceptor
design will eliminate the need for at least nine inverted siphons that would be
required if the interceptor was designed at the same grade as the lower of the two
existing interceptors.
In addition to the avoidance and minimization incorporated into the project design, a
wetland determination was conducted during the development of the preliminary
project design. Avoidance of all impacts to waters of the US was not practicable.
Based on the jurisdictional determination along with design considerations and other
environmental considerations, the project alignment was selected to minimize
impacts to waters of the US to the extent practicable.
The City of Raleigh's (City) required minimum permanent easement width for a 54"
gravity sewer interceptor is 60 feet. The permanent sanitary sewer easement for the
Crabtree Basin project varies along the existing alignment but typically the sanitary
sewer easement boundary is set 30 feet from the center line of the proposed
interceptor unless an existing permanent sanitary sewer easement is closer. In that
case, the new permanent sewer easement adjoins the existing easement. The intent
is to provide the City approximately 30 feet of permanent sewer easement on each
side of the proposed interceptor for a total width of 60 feet to allow for construction
of the interceptor at the proposed installation depth. The width also allows for future
maintenance and repair activities, if required. Due to proposed parallel construction
to the existing interceptor, much of the existing sanitary sewer easement is being
used for the new interceptor, thereby reducing the amount of new impacts and
required permanent easement.
2

SEPI
If you have any questions, please call me at [phone].
Sincerely,
SEPI Engineering & Construction
'�Q,
Kim Hamlin
Environmental Project Scientist
Attachments:
Pre -construction Notification (PCN) Application Form
Agent Authorization Form
USGS Topographic Quad Map
Wake County Soil Survey Map
Overall Impact Map/Impact Map Details
Section 401 and Neuse Riparian Buffer Approval (DWR # 14-1077)
Section 404 General Permit Verification (SAW -2014-02049)
Check for $570 Application Fee to DWR

Office Use Only.
Corps action ID no.
DWQ project no
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps:
TZ Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? --T--T®-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
1e. 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 for Corps Permit:
❑ Yes ® 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
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
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 Basin Wastewater System Conveyance Improvements (Phase II)
2b. County:
Wake County
2c. Nearest municipality / town:
Raleigh
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
City of Raleigh, Public Utilities Department (CORPUD)
3b. Deed Book and Page No.
N/A
3c. Responsible Party (for LLC if
applicable):
Eileen M. Navarrete
3d. Street address:
1 Exchange Plaza, Suite 620
3e. City, state, zip:
Raleigh, NC 27602
3f. Telephone no.:
919-996-4540
3g. Fax no.:
N/A
3h. Email address:
Eileen.NavarreteAraleighnc. 2vv
Page 1 of 11
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: City of Raleigh Municipal Project Administrator
4b. Name:
Eileen M. Navarrete
4c. Business name
(if applicable):
City of Raleigh, Public Utilities Department
4d. Street address:
1 Exchange Plaza, Suite 620
4e. City, state, zip:
Raleigh, NC 27602
4f. Telephone no.:
919-996-4540
4g. Fax no.:
N/A
4h. Email address:
Eileen.Navarrete(&raleighnc.gov
5. Agent/Consultant Information (if applicable)
5a. Name:
Kim Hamlin
5b. Business name
(if applicable):
SEPI Engineering & Construction
5c. Street address:
1025 Wade Ave.
5d. City, state, zip:
Raleigh, NC 27606
5e. Telephone no.:
919-747-5834
5f. Fax no.:
919-789-9591
5g. Email address:
[e-mail]
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees):
Latitude: 35.8170 Longitude: -78.6286
1c. Property size:
—90 acres (within project area- 100 ft corridor )
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Crabtree Creek
2b. Water Quality Classification of nearest receiving water:
C;NSW
2c. River basin:
Neuse River Basin (HUC 03020201)
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 project corridor is primarily within the Raleigh Beltline and extends within and adjacent to existing roadway, greenway
and utility easements of Crabtree Creek. The majority of the corridor is immediately adjacent to existing development with
the initial eastern section of the corridor being within industrial and commercial and the majority of the central and western
portion of the corridor being within residential communities. Due to the proposed corridor being within or immediately
adjacent to existing corridors, much of the proposed corridor is pavement (i.e. roadway) or herbaceous cover (i.e. existing
utility corridors), with the remaining areas being wooded.
3b. List the total estimated acreage of all existing wetlands on the property: + / - 0.28 acres within final easement
(approximately 5 acres within the initially evaluated corridor)
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: +/- 1000 LF; does not
include Crabtree Creek which runs parallel to the corridor in several locations
3d. Explain the purpose of the proposed project:
The proposed project is meant to address two needs within the Crabtree Basin. The first purpose is to address the needs
for wet weather wastewater capacity. The Crabtree Creek Basin has been identified by a Sanitary Sewer Capacity Study
(SSCS), conducted by CDM and Hazen and Sawyer, as an area in need of wet weather capacity improvements. In order
to maintain proper hydraulic capacity to convey wet weather flow during severe weather events, improvements need to be
made to the existing gravity interceptors and siphons.
The second purpose is to improve the wastewater capacity for future growth demands placed upon the system. As the
population is predicted to be approximately 783,000 by 2030, the residential and commercial demands placed upon the
system are expected to increase dramatically, necessitating the need for a higher wet weather wastewater capacity. The
existing system lacks the capacity to fulfill the needs of the predicted population growth of 2030. The completion of this
project will greaatly decrease the potential for overflow spills that would likely result.
3e. Describe the overall project in detail, including the type of equipment to be used:
The Construction of the sewer line will entail the use of track hoe, front-end loader, seed broadcaster. Pipe shall be
installed across streams by open cut. Restoration of stream bottom and embankments shall be done immediately
following pipe installation. In locations where the typical open cut installation is not possible (e.g. beneath active railroad
lines and highways) micro -tunneling will be used to extend the pipe. The general and regional conditions of NWP 12 and
GC 3884 will be met.
Page 3 of 11
PCN Form — Version 1.4 January 2009

B. Project Information and Prior Project History
4. Jurisdictional Determinations
® Yes ❑ No ❑ Unknown
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
Comments: Site visit with Martin Richmond (NCDWQ) on
project (including all prior phases) in the past?
November 19, 2010; JD package submitted to Corps of
Engineers (Jamie Shern) in December 2010.
4b. If the Corps made the jurisdictional determination, what type
❑ Preliminary ® Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: SEPI Engineering &
Name (if known): Phillip Todd, Ira Poplar -Jeffers, Phil Beach,
Construction
Anna Reusche, Chris Flowers
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
NCDWQ Buffer field review with Phil Beach and Chris Flowers, 2010-11-19 and 22. Buffer Determination letter attached.
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 request for 404/401 permit certification was requested for this portion of the project in 2011. The NCDWR (formerly
NCDWQ) issued the final approval on August 11, 2011 (DWQ Project #11-0567). The USACE determined that a separate
application would be required for this phase, so the impacts associated with Phase II were removed from the permit
request to the USACE and have not been previously approved. Approved 401/404 permits were received from NCDWR
(10-20-2014, DWR #14-1077) and USACE (11-12-14, SAW -2014-02049) for Phase 11. Currently, only a small portion
related to construction of tunnels under roadways and railroads has commenced construction.
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
The CORPUD previously constructed Phase I (from the pump station at US 64 Bypass/1-440 interchange) to US 1
(Capital Blvd). Phase II (from US 1 to near north of 1-440 crossing of Crabtree Creek near Crabtree Valley Mall) will
commence upon approval. An additional phase extending from the northwestern end point of Phase II to a point
approximately 1 mile upstream from Crabtree Valley Mall.
Page 4 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams — tributaries ® Buffers ❑ Open Waters ❑ Pond Construction
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) or Area of impact
Permanent (P) or
(if known)
DWQ (401, other) (acres)
Temporary T
-
Type In (other)
I Choose one
Yes/No
-
2g. Total wetland impacts 0*
2h. Comments: No wetland impacts are proposed for the additional stream crossing.
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 stream
Impact
number
(PER) or
width
length
Permanent (P) or
intermitte
(feet)
(linear
Temporary (T)
nt (INT)?
feet)
T - 1
Sanitary sewer
Crabtree Creek
PER
Corps
90
60
crossing
3h. Total stream and tributary impacts
60
3i. Comments: 60 LF of proposed temporary stream impact to install sanitary sewer across Crabtree Creek
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.
4b.
4c.
4d.
4e.
Open water
Name of
impact number —
waterbody
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
(if applicable)
Temporary T
Choose one
Choose One
Choose
M. Total open water impacts
0
4g. Comments: There are no open waters within the project boundaries.
Page 5 of 11
PCN Form — Version 1.4 January 2009

5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or
(acres)
number
purpose of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
Choose One
5f. Total
0
0
0
0
0
0
0
5g. Comments: This project does not propose Pond or Lake construction
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:
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.Project is in which protected basin?
® Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for
Buffer mitigation required?
Zone 1 impact
Zone 2 impact
Permanent (P) or
impact
Stream
(square feet)
(square feet)
Temporary T
name
Sanitary
B1 T
Sewer
crossing
Crabtree
No
1,229
1,093
(Existing
Creek
Easement)
Sanitary
B2 T
Sewer
Crossing
Crabtree
No
1,958
892
(Proposed
Creek
Easement)
6h. Total buffer impacts
3,187
1,985
6i. Comments: Temporary buffer impacts are proposed to install the additional crossing over Crabtree Creek. The majority of
these impacts will occur within pre-existing maintained easements. The remaining impacts are allowable as determined by the
Table of Uses
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Project design included utilizing elevations deep enough to avoid inverted siphons at creek crossings along the proposed
alignment. The existing interceptors currently utilize invert siphons to cross beneath Crabtree Creek and major tributaries
because the gravity pipe is not deep enough to cross the creek on constant grade without being aerial across the creeks.
The proposed interceptor design will eliminate the need for at least nine inverted siphons that would be required if the
interceptor was designed at the same grade as the lower of the two existing interceptors. In addition, a wetland
determination was conducted during the development of the preliminary project design. Avoidance of all impacts to
waters of the US was not practicable. A wider corridor (+/- 300 feet) was evaluated than was selected. In an effort to
minimize and avoid impacts, wetlands and streams were considered when determining the final corridor. Based on the
jurisdictional determination along with design considerations and other environmental considerations, the project
alignment was determined to minimize impacts to waters of the US to the extent practicable. Other components
incorporated into the project design included parallel construction of the sewer line. The City of Raleigh's (City) required
minimum permanent easement width for a 54" gravity sewer interceptor is 60 feet The permanent sanitary sewer
easement for the Crabtree Basin project varies along the existing alignment but typically the sanitary sewer easement
boundary is set 30 feet from the center line of the proposed interceptor unless an existing permanent sanitary sewer
easement is closer. In that case in an effort to minimize impacts and overall disturbance, the new permanent sewer
easement adjoins the existing easement. The intent is to provide the City approximately 30 feet of permanent sewer
easement on each side of the proposed interceptor in order to meet the required width of 60 feet which allows for
construction of the interceptor at the proposed installation depth. The width also allows for future maintenance and repair
activities, if required. Due to proposed parallel construction to the existing interceptor, much of the existing sanitary sewer
easement is being used for the new interceptor, thereby reducing the amount of new impacts and required permanent
easement. Stream crossings will be stabilized upon completion of each crossing. General and regional conditions of NWP
12 will be met as well as those conditions set forth in GC 3884. Directional drilling for jurisdictional crossings was cost
prohibitive.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Creek banks will be stabilized with temporary straw with net liner and/or rip -rap as required by NCDENR Land Quality
Section guidelines based on velocity and sheer stress. Rip -rap along stream banks will be recessed into the bank so that
the face of the rip -rap alignments with the existing undisturbed bank on either side of the construction limits. The rip -rap
will also be "keyed -in" at the bottom of the slope to ensure stability and effectiveness. Wood mat bridges will be used to
allow construction traffic to cross at creek crossings to avoid impact to the creek bottoms and banks. Anti -seep collars
are designed at every wetland crossing and at some of the Crabtree Creek crossings to prevent surface and ground
water from leaching into the soil and following the pipe surface, resulting in drainage of the wetland or creek. Double rows
of high -hazard silt fence will be used at stream and wetland crossing along the top of banks at streams and edge of
excavation at wetlands to prevent sediment from contaminating downstream waters and/or adjacent wetlands. Disturbed
wetland areas will be restored such that the post -construction contours equal the pre -construction ground contours. At
wetland and stream crossing locations, the general and regional conditions of NWP 12 and GC 3884 will be met. Upon
completion of pipe installation within wetland areas a wetland seed mix will be used to revegetate the impacted areas.
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
El Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
Page 7of11

3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Stream
Quantity
Type: Riparian
wetland
Quantity
Type: Riparian
buffer
Quantity
3c. Comments: No stream mitigation is proposed due to the final impacts being considered "bank stabilization" (i.e. riprap not
being placed in the streambed and the riprap placed on the bank will be keyed in) or due to temporary impacts deemed
,"allowable" according to the Table of Uses!
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:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
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
buffer mitigation?
❑ Yes ® No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
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).
6h. Comments:
Page 8 of 11

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. 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 proposed project does not include any direct discharges to a
❑ Yes ® No
protected riparian buffer; therefore, no diffuse flow plan is provided.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Completion of this project will not
increase the overall impervious (i.e. this project will be pervious).
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
N/A
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Raleigh
® Phase II
3b. Which of the following locally -implemented stormwater management programs
® NSW
❑ 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
4a. Which of the following state -implemented stormwater management programs apply
❑ HQW
❑ 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 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
16. 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
❑ Yes ❑ No
letter.)
Comments:
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.
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.
This project will not generate wastewater.
Page 10 of 11
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
El Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Program's GIS Natural Heritage Element Occurrence layers (NCGIC June 2016) were queried at a 1
mile radius from the project corridor for federally listed species on July 14, 2016. No known occurrences were found.
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?
The proposed project takes place in Wake County which is not near any coastal or tidal habitat that would support EFH
(i.e. salt marshes, oyster reefs, etc.).
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 SHPOWEB GIS Service Website was reviewed on July 15, 2016. No verified historic properties or property
boundaries have been found to be located on or adjacent to the project site from either the online GIS Mapping
Application, the complete spreadsheet from 1966-2016, or with a search of the National Register 2016 Weekly Lists.
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: All impact areas will be returned to original grade.
8c. What source(s) did you use to make the floodplain determination? NC FEMA Flood Insurance Rate Map Panels (0796,
1706, 1705, 1715) [http://www.ncfloodmaps.com/
Kim Hamlin
klmd tX
07/20/2016
Applican Agent's Signature
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
is provided )
Date
Page 11 of 11

AGENT AUTHORIZATION FORM
All Blanks to Be Filled in By the Current Landowner or Municipal
Official
Name: City of Raleigh (Public Utilities Department
Address: One Exchange Plaza, Suite 620
Raleigh, NC 27602
Phone: [phone]
Project Name/Description:
SEPI Project # EN14.022
Crabtree Basin WW System Conveyance Improvements
Date: September 17, 2014
The Department of the'Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: David Shaeffer
Field Office: Raleigh
Re: Wetlands and Streams Related Consulting and Permitting
To Whom It May Concern:
I, the current landowner or municipal official, hereby designate and authorize
SEPI Engineering & Construction, Inc to act in my behalf as my agent in the
processing of permit applications, to furnish upon request supplemental
information In support of applications, etc. from this day forward. The
17th _day of September, 2014
This notification supersedes any previous correspondence concerning the
agent for this project.
Notice: This authorization, for liability and professional courtesy
reasons, is valid only for government officials to enter the property
when accompanied by SEPI staff. You should call SEPI to arrange a
prior to visiting the site.
BY: Eileen M. Navarrete
Print Name of Landowner or
Municipal Official's Name
BY: r:5�_, DA&nn�m
Signature of L ndowner or
Municipal Official's Name

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I, ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURYEY WERE PE RM FROM JUNE 2010 TO AUGUST 2010.
7/15/ ZOI(o
ROBIN L. LEE, PLS L-3759 ATE
NEUSE RIVER BUFFER AND STREAM IMPACTS
CRABTREE
CREEK AREA
16A
ZONE 1
(PERPEND.)
ZONE 2
(PERPEND.)
STREAM
IMPACT
® TEMP. ZONE 1 IMPACT
SQ FT
SQ FT
WIDTH LENGTH
PERM.(PROP. ESML)
0
0
0 0
PERM.(EX ESMT.)
0
0
0 0
PERM. TOTAL
0
0
- -
TEMP.(PROP. ESMT)
1958
892
90 60
TEMP.(EX ESMT)
1229
1093
0 0
TEMP. TOTAL)
3187
1985
90 60
ESMT. = SEWER EASEMENT
Y
II
1-"*-*,-''--- —1—.010
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Drag
� 41'
® TEMP. ZONE 1 IMPACT
In
Cs TEMP. ZONE 2 IMPACT
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET.
TEMP. STREAM IMPACT
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED.
COR CITY OF RALEIGH
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
R/W RIGHT OF WAY
SANIEMMTnARY,�,N
� or�
,66�
(NAD 83—NSRS-07). THESE GRID COORDINATES WERE DERIVED BY VRS (MRUAL REFERENCE
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STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
— —
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1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET.
TEMP. STREAM IMPACT
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED.
COR CITY OF RALEIGH
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
R/W RIGHT OF WAY
NCGS MONUMENT, *WYATT" NC GRID COORDINATES OF N 748754.69 FEET, E 2113904.26 FEET
W WETLAND FLAG
(NAD 83—NSRS-07). THESE GRID COORDINATES WERE DERIVED BY VRS (MRUAL REFERENCE
S STREAM FLAG
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
® SANITARY SEWER
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MANHOLE
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR SCALE: 1"
=50'
LOCALIZATION WAS 0.99991499. THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
"TM100
nW25%
50
150
WETLAND DEUNEA71ON SURVEY
PROJECT / ; 00592-0040
OF
PROD. SVYR : RLL
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CRABTREE CREEK SANITARY SEINER INTERCEPTOR
BY: RLL
FIELD BK.
1730 Varsity Drive, Suite 500
FOR
COMP. FILE : Vw1IM-06920040 69
Raleigh, North Carolina 27606
SHEET III: 1 OF 1
Phone: [phone], Fax: [phone]
CITY OF RALEIGH
C-0342
DATE JUNE 28, 2018 SCALE:1" = 50'
Intemet Site: http://www.mckimcreed.com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
DWG. / : R1.1.2.050

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NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
October 20, 2014
Public Utilities Department
Attn: Eileen Navarrete
1 Exchange Plaza, Ste. 620
Raleigh, NC 7.7602
John E. Skvarla, III
Secretary
DWR # 14-1077
Wake County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (ISA NCAC 02B.0233) WITH ADDITIONAL CONDITIONS
Crabtree Basin Wastewater System Conveyance Improvements Phase II
Dear Ms. Navarrete:
You have our approval for the impacts listed below for the purpose described in your application
dated October 8, 2014 and received by the Division of Water Resources (Division) on October 9,
2014. These impacts are covered by the attached Water Quality General Certification Number
3884 and the conditions listed below. This certification is associated with the use of Nationwide
Permit Number 12 once it is issued to you by the U.S. Army Corps of Engineers. Please note that
you should get any other federal, state or local permits before proceeding with your project,
including those required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and
Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification and the
following additional conditions:
The following impacts are hereby approved provided that all of the other specific and general
conditions of the Certification, General Permit and/or Buffer Rules are met. No other impacts
are approved, including incidental impacts.
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699-1628 Phone [phone] Customer Service
Internet, www ncwaterquality.org Location: 3800 Barrett Drive Raleigh. NC 27609 Fax [phone]
An Equal Opportunit /Alrirmabve Adon Employer— 50% Recycledl10% Post Consumer Paper
One
NiorthCarol�
Xaturall

Crabtree Basin Wastewater System
DWR# 14-1077
401 AND BUFFER APPROVAL
Page 2 of 8
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Wetland
0 (acres)
0.05 (acres)
W-7
Wetland
0 (acres)
0.01 (acres)
W -C
Wetland
0 (acres)
0.02 (acres)
W -44B
Wetland
0 (acres)
0.03 (acres)
W-44
Wetland
0 (acres)
0.13 (acres)
W-2
Wetland
0 (acres)
0.0003 (acres)
W-3
Wetland
0 (acres)
0.05 (acres)
W-4
Stream
0 (linear feet)
81 (linear feet)
S-12
Stream
0 (linear feet)
67 (linear feet)
S-11
Stream
0 (linear feet)
60 (linear feet)
Crossing 3
Stream
0 (linear feet)
60 (linear feet)
Crossing 4
Stream
0 (linear feet)
72 (linear feet)
S-8
Stream
0 (linear feet)
60 (linear feet)
Crossing 5
Stream
0 (linear feet)
61 (linear feet)
S-7
Stream
0 (linear feet)
62 (linear feet)
Crossing 6
Stream
0 (linear feet)
60 (linear feet)
Crossing 7
Stream
0 (linear feet)
62 (linear feet)
Crossing 8
Stream
0 (linear feet)
91 (linear feet)
S-5

Crabtree Basin Wastewater System
DWR# 14-1077
401 AND BUFFER APPROVAL
Page 3 of 8
Stream
0 (linear feet)
71 (linear feet)
5-2
Stream
0 (linear feet)
60 (linear feet)
Crossing 9
Buffers — Zone 1
0 (square feet)
2,882
(square feet)
Area 12
Buffers — Zone 2
0 (square feet)
1,216
(square feet)
Area 12
Buffers —Zone 1
0 (square feet)
7,700
(square feet)
Area 13
Buffers — Zone 2
0 (square feet)
3,910
(square feet)
Area 13
Buffers —Zone 1
0 (square feet)
1,304
(square feet)
Area 14
Buffers — Zone 2
0 (square feet)
2,847
(square feet)
Area 14
Buffers —Zone 1
0 (square feet)
1,484
(square feet)
Area 15
Buffers — Zone 2
0 (square feet)
1,002
(square feet)
Area 15
Buffers —Zone 1
0 (square feet)
2,032
(square feet)
Area 16
Buffers —Zone 2
0 (square feet)
9,345
(square feet)
Area 16
Buffers — Zone 1
0 (square feet)
4,624
(square feet)
S-12
Buffers — Zone 2
0 (square feet)
1,981
(square feet)
S-12
Buffers — Zone 1
0 (square feet)
7,336
(square feet)
Area 17
Buffers — Zone 2
0 (square feet)
18,800 (square feet)
Area 17
Buffers — Zone 1
0 (square feet)
3,837
(square feet)
S-11
Buffers — Zone 2
0 (square feet)
2,632
(square feet)
S-11
Buffers —Zone 1
0 (square feet)
1,260
(square feet)
S-50
Buffers — Zone 2
0 (square feet)
927 (square feet)
S-50

Crabtree Basin Wastewater System
DWR## 14-1077
401 AND BUFFER APPROVAL
Page 4 of 8
Buffers —Zone 1
0 (square feet)
8,105
(square feet)
Area 18
Buffers —Zone 2
0 (square feet)
12,335
(square feet)
Area 18
Buffers —Zone 1
0 (square feet)
4,036
(square feet)
Crossing 3
Buffers —Zone 2
0 (square feet)
2,539
(square feet)
Crossing 3
Buffers — Zone 1
0 (square feet)
3,687
(square feet)
Crossing 4
Buffers —Zone 2
0 (square feet)
2,411
(square feet)
Crossing 4
Buffers — Zone 1
0 (square feet)
9,933
(square feet)
Area 19
Buffers — Zone 2
0 (square feet)
8,362
(square feet)
Area 19
Buffers —Zone 1
0 (square feet)
6,484
(square feet)
S-8
Buffers—Zone 2
0 (square feet)
2,357
(square feet)
S-8
Buffers — Zone 1
621 (square feet)
3,076
(square feet)
Crossing 5
Buffers — Zone 2
413 (square feet)
2,049
(square feet)
Crossing 5
Buffers — Zone 1
0 (square feet)
0 (square feet)
Area 19-A
Buffers — Zone 2
0 (square feet)
1,002
(square feet)
Area 19-A
Buffers — Zone 1
0 (square feet)
3,650
(square feet)
S-7
Buffers — Zone 2
0 (square feet)
2,422
(square feet)
S-7
Buffers — Zone 1
0 (square feet)
312 (square feet)
S-7
Buffers — Zone 2
0 (square feet)
1,679
(square feet)
S-7
Buffers —Zone 1
615 (square feet)
3,061
(square feet)
Crossing 6
Buffers — Zone 2
426 (square feet)
2,033
(square feet)
Crossing 6

Crabtree Basin Wastewater System
DWR# 14-1077
401 AND BUFFER APPROVAL
Page 5 of 8
Buffers — Zone 1
0
(square feet)
755 (square feet)
Crossing 6
Buffers — Zone 2
0
(square feet)
1,102
(square feet)
Crossing 6
Buffers — Zone 1
0
(square feet)
1,556
(square feet)
Area 19B
Buffers — Zone 2
0
(square feet)
470 (square feet)
Area 19B
Buffers — Zone 1
0 (square feet)
4,973
(square feet)
Crossing 7/S100
Buffers — Zone 2
0
(square feet)
2,705
(square feet)
Crossing 7/S100
Buffers — Zone 1
0
(square feet)
1,674
(square feet)
Area 20
Buffers — Zone 2
0
(square feet)
9,307
(square feet)
Area 20
Buffers — Zone 1
0 (square feet)
3,853
(square feet)
Crossing 8
Buffers — Zone 2
0 (square feet)
2,612
(square feet)
Crossing 8
Buffers—Zone 1
0
(square feet)
3,050
(square feet)
Area 21
Buffers — Zone 2
0
(square feet)
5,911
(square feet)
Area 21
Buffers —Zone 1
0 (square feet)
15,700 (square feet)
Area 22
Buffers —Zone 2
0
(square feet)
23,938 (square feet)
Area 22
Buffers — Zone 1
0
(square feet)
2,370
(square feet)
Area 23
Buffers — Zone 2
0
(square feet)
2,814
(square feet)
Area 23
Buffers —Zone 1
0 (square feet)
12,410
(square feet)
Area 24
Buffers —Zone 2
0
(square feet)
10,721
(square feet)
Area 24
Buffers —Zone 1
0
(square feet)
4,424
(square feet)
S-2
Buffers — Zone 2
0
(square feet)
3,872
(square feet)
S-2

Crabtree Basin Wastewater System
DWR# 14-1077
401 AND BUFFER APPROVAL
Page 6 of 8
Buffers —Zone 1
0 (square feet)
3,691
(square feet)
Area 25
Neuse 03020201
Buffers — Zone 2
0 (square feet)
3,199
(square feet)
Area 25
Buffers — Zone 1
0 (square feet)
4,339
(square feet)
Area 25A
Buffers — Zone 2
0 (square feet)
0 (square feet)
Area 25A
Buffers —Zone 1
0 (square feet)
3,609
(square feet)
Crossing 9
Buffers — Zone 2
0 (square feet)
2,396
(square feet)
Crossing 9
1. Compensatory Mitigation Using a Mitigation Bank
Mitigation must be provided for the proposed impacts as specified in the table below. The
Division has received an acceptance letter from the EBX Mitigation Bank to meet this
mitigation requirement. Until the EBX Mitigation Bank receives and clears your payment, and
proof of payment has been provided to this Office, no impacts specified in this Authorization
Certificate shall occur. For accounting purposes, this Authorization Certificate authorizes
payment to the EBX Mitigation Bank to meet the following compensatory mitigation
requirement:
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. 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 to ensure
compliance with 15 NCAC 02H.0500.
Compensatory
Mitigation Required
River and Sub -basin
Number
Buffers
67,710 (square feet)
Neuse 03020201
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. 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 to ensure
compliance with 15 NCAC 02H.0500.

Crabtree Basin Wastewater System
DWR# 14-1077
401 AND BUFFER APPROVAL
Page 7 of 8
4. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification and
Buffer Authorization. If you change your project, you must notify the Division and you may
be required to submit a new application package with the appropriate fee. If the property
is sold, the new owner must be given a copy of this approval letter and General
Certification and is responsible for complying with all conditions.
5. This approval and its conditions are final and binding unless contested.
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of
General Statute 150B by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH). A petition form may be obtained from the OAH
at http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for information.
Within thirty (30) calendar days of receipt of this notice, a petition must be filed with the OAH. A
petition is considered filed when the original and one (1) copy along with any applicable OAH filing
fee is received in the OAH during normal office hours (Monday through Friday between 8:00am
and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of the
petition along with any applicable OAH filing fee is received by the OAH within five (5) business
days following the faxed transmission.
Mailing address for the OAH:
If sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail If sending via delivery service

via the US Postal Service:
Karen Higgins
NC DENR-DWR — 401 & Buffer
Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Crabtree Basin Wastewater System
DWR# 14-1077
401 AND BUFFER APPROVAL
(e.g. UPS, FedEx):
Karen Higgins
NC DEN R-DWR — 401 & Buffer
Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
Page 8 of 8
This letter completes the review of the Division under section 401 of the Clean Water Act and the
Neuse Riparian Buffer Rules as described in 15A NCAC 02B .0233 . Please contact Cherri Smith at
919-791-4251 or [e-mail] if you have any questions or concerns.
Sincerely,
I/
Danny Smit
Supervisor, Water Quality Regional Operations Section
Enclosure: GC 3884
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade
Drive, St. 105; Wake Forest, NC 27597
Sean Clark; SEPI Engineering & Construction; 1025 Wade Ave.; Raleigh, NC 27606
DWR RRO 401 Files

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2014-02049 County: Wake U.S.G.S. Quad: NC -RALEIGH EAST
COPY
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: City of Raleigh Public Utilities Department
Eileen Navarrete
Address: 1 Exchange Plaza, Suite 620
Raleigh, North Carolina, 27602
Telephone Number: 919-996-4540
Size (acres) 90 Nearest Town Raleigh
Nearest Waterway Bcaverdam Creck River Basin Ncuse
USGS HUC 03020201 Coordinates Latitude: 35.8256
Longitude: -78.6428
Location description: The project area begins at northwest corner of the intersection of Hodges Street and Atlantic Avenue,
follows Crabtree Creek northwest for aimroximately 3.5 miles, and terminates at an existing sewer line in the vicinity of
Generation Drive.
Description of projects area and activity: This verification authorizes the placement of fill material in 0.28 acres of wetlands and
867 linear feet of stream to facilitate the construction of a sewer line.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit Number: 12 Utility Line Activities
Summary of Authorized Impacts and Reauired Miti:?ation
Impact ID # NWP
#
O en Water ac
Temporary Permanent
Wetland (s ft)
Temporaiy Permanent
In Existing ROW
ROW Conversion
Stream (10
Temporary Permanent
W-7 and S-7
12
2154
61
Crabtree Creek 6
12
C2
Crabtree Creek 7, W -C
12
287
60
W44B
12
559 139
Crabtree Creek 8
12
C2
W-44
12
531 770
S-5
12
91
W-2, W-3, W-4. S-2
12
3267 4502
71
Crabtree Creek 9
12
60
Crabtree Creek 5
12
60
S-8
12
72
Crabtree Creek 4
12
60
Crabtree Creek 3
12
60
S-11
12
67
S-12
12
81
'pact Totals
0 0
0.149 ac 0.13 ac
8671f 0
Required Wetland
Miti ation (ac)
0.13
Bank
Required Stream Mitigation
I
None.
SEE ATTACHED MVP GENERAL AND REGIONAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated October 8, 2014, and the enclosed plans Exhibits 23-52 dated September 16,
2010. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop
work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.

SAW -2014-02049
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
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 (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].
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 Pennit, or the Corps of Engineers regulatory
program, please contact David Shaeffer at 919-554-4884 X31 or David.L.Shaeffer4usace.armv.mil.
Corps Regulatory Official: Z Date: 11/12/2014
Expiration Date of Verification: 03/18/2017

SAW -2014-02049
Determination of Jurisdiction:
A. ® 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). See preliminary jurisdictional determination form dated 11/12/2014.
B. ❑ 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.
C. ❑ 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 (CWA)(33 USC § 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.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID: SAW -
Basis For Determination: Based on the delineation report submitted by the applicant, the site appears to exhibit
criteria for waters of the U.S. as defined in 33 CFR 328.3, the 1987 Wetland Delineation Manual. the Regional Supplement to
the 1987 Manual: Eastern Mountains and Piedmont v2.0. Regulatory Guidance Letter 05-05, and the Jurisdictional
Determination Form Instructional Guidebook (i.e. Rapanos Guidance).
Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B and C
above).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 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:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
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 Division 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 NO.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence."
Corps Regulatory Official:
David Shaeffer
Date of JD: 11/12/2014

SAW -2014-02049
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 our customer Satisfaction Survey online at http://regulatorv.usacesurvey.com/.
Copy furnished:
Agent:
SEPI Engineering
Sean Clark
Address:
1025 Wade Avenue
Raleigh, North Carolina, 27606
Telephone Number:
919-573-9931

SAW -2014-02049
SPECIAL CONDITIONS
a. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with
the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility
Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby
incorporated as special conditions of this permit authorization."

Action ID Number: SAW -2014-02049 County: Wake
Permittee: City of Raleigh Public Utilities Department
Eileen Navarrete
Project Name:, City of Raleigh, Crabtree Basin Wasterwater System Conveyance Improvements
Phase II
Date Verification Issued: 11/12/2014
Project Manager: David Shaeffer
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
Attn: David Shaeffer
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
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

NOTIFICATiQN OF ADIVlINWTRATIVE APP + A)L-0`PTI0K9 AND-PIIO'CESS ANDS
REQUEST FOS APPEAL
Applicant: City of Raleigh Public Utilities Department
File Number: SAW -2014-02049
Date: 11/12/2014
Eileen Navarrete
Attached is: See Section below
Q1 INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A
❑ PROFFERED PERMIT (Standard Permit or Letter ofpermission) B
PERMIT DENIAL C
HI APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.ormy.mii/Missions/CivilWorks/Re ug latooLl rogramandPermits,aspx
ortbeCorpsregulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Pennit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section If of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION 1I - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT POR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division, Attn:
Mr. Jason Steele, Administrative Appeal Review Officer
David Shaeffer, 3331 Heritage Trade Drive, Suite 105,
CESAD-PDO
Wake Forest, North Carolina 27587
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room IOM15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investiations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David Shaeffer, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Pennit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal
Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): November 12, 2014
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Philip Beach - (SEPI Engineering, Inc.)
1025 Wade Ave, Raleigh NC 27605
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
Raleigh Feld Office, Wilmington District, Crabtree Basin Weslenvater System Conveyance Improvements (Phase II), SAW2014-02049
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Atlantic Ave to Generation Dr In Raleigh, NC adjacent to Crabtree Creek
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: wake City: Raleigh
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.8133 ON; Long. -78.6164
Universal Transverse Mercator:
Name of nearest waterbody: Crabtree creek
OW.
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
See attached table linear feet: 2-30 width (ft) and/or acres.
Cowardin Class: See attached table
Stream flow: Intenniltenttoperennial
Wetlands: see attached table acres.
Cowardin Class: See attached Table
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: None.
Non -Tidal: None.
1

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre -construction notification" (PCN), or requests verification for a non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
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U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: Eileen Navarrete, City of Raleigh Action ID: SAW -2014-02049
Project Name: Crabtree Basin Wasterwater System Conveyance Improvements (Phase II) County: Wake
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Ecosystem Enhancement Program (NCEEP), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to
ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed
copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation
Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur
in more than one 8 -digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms
for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at
the identified site. By signing below, the Sponsor Is accepting full responsibility for the identified mitigatlon, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the
bank ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project
Manager, and the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply
with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8 -digit HUC and Basin: 03020201, Neuse River Basin
Stream Impacts (linear feet) Wetland Impacts (acres)
Warm
Cool
Cold Riparian Riverine
Riparian Non-Riverine
Non -Riparian Coastal
Coastal
0.13
0.13
Rif more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8 -digit HUC and Basin: 03020201, Neuse River Basin
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm
Cool
Cold Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.13
Mitigation Site Debited: EBX Neu -con Cox II Site
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCEEP, list NCEEP. If the NCEEP
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCEEP), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2 Form Updated 12 September, 2014

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only
after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by
the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon
permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of
permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming
that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
0 Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE
administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure
that the USACE Project Manager (address below) is provided with a signed copy of this form.
0 If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District
guidance and a new version of this form must be completed and included in the USACE administrative records for both
the permit and the Bank/ILF Instrument.
Comments/Additional Conditions: Compensatory mitigation will be provided for the above reference proiect through the
purchase of the appropriate credits as listed above from the EBX Neu -con Cox II Site A letter from EBX dated October 8
2014 confirming that EBX is willing and able to accept the applicants compensatory mitigation responsibility was Included
with the Preconstruction notification.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the
USACE Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell,
11405 Falls of Neuse Road, Wake Forest, NC27587 (email.• [e-mail]). Questions regarding this form
or any of the permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: David Shaeffer
USACE Field Office: Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email:
0 4­�. - --
November 12 2014
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, Including Information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http:Hribits.usace.army.mil.
Page 2 of 2
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://regulatory.usacesurvey.com/ to complete the survey online.

COPY
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I, ROBIN L LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FLED SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO C.S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
Y�WERE P_FRFORFROM JUNE 2010 i0 AUGUST 2010.
ROSIN L. LEE, PLS L-3759 DATE
NEUSE RIVER BUFFER AND STREAM IMPACTS
AREA 16
ZONE 1 ZONE 2
(PARAI= I (PARAS)
STREAM
IMPACT
1
1
SQ FT SO FT
WIDTH LENGTH
PERMANENT
0 0
0 0
TEMP.(PROP. ESMT.
52 2248
0 0
TEUP EX ESMT)
1980 7097
0 0
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0 0
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LEGEND
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® 7EMP. ZONE 2 IMPACT
LZI
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PU
R/W RIGHT OF WAY
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY MdGM & CREED
SUIN�i
IN'
9 SIRFAM FUO
SD COORDINATES OF N 748734.69�(VIRUALET. EI13904.26
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LEGEND
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® TEMP. ZONE I IMPACT
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1
COR CITY OF RALEIGH
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET.
R/W RIGHT OF WAY
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W WETLAND FUO
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
9 SIRFAM FUO
SD COORDINATES OF N 748734.69�(VIRUALET. EI13904.26
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MANHOLE
H
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERA71NO STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR SCALE: 1"
=50'
LOCALIZATION WAS 0.99991499. THE HORIZONTAL POSITION ACCURACY m M009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS
25 50
IdD 1
WERAND DELINEATION SURVEY
PROJECT / : 00592—OD40
OF
PROD. YR : RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
N BYI
DRANK BYRLL
FIELD BK :
1730 Varsity Ddv% Salta 500
FOR
COMP. Fill : YR702-059anWfldaq
SHEET / : 10F 1
Ralaigh, North Carolbna 27608
Phone: [phone], Fac [phone]
CITY OF RALEIGH
0-0342
DA7E SEPTWOM 18, 2010 SCALE: 1' a 50'
Internet Sita: htta //www mckimereed cam
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
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1, ROBIN L LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
�ERF,QRMEO�RON JUNE 2010 TO AUGUST 2010.
��LLIJ//// ��77,1UU.-� fid' r- / 5�
ROBIN L LEE, PLS L-3759 DATE
NEUSE RIVER BUFFER AND STREAM IMPACTS
CJUBIREE
CFM
AREA
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(PARS) (PARALLEL)
STREAM
IMPACT
S11-30
SO FT SQ Fr
WIDTH IiNGTFI
PERMANENT
0 0
0 0
TEMP. ROP. ESMT.)
3 7501
D 0
TE11P. EX FSMT.
7333 11299
0 0
TEMP OTAIJ
7336 18800
0 0
ESNT. = SEWER EASEMENT
\ RaP05E"
X80 SEWER
EASEII
511-1�4
+
EXHIBIT 30
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0 0
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0 0
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�/��/�f /�6� WETLAND DELINEATION SURVEY PROJECT ! ; 00592-040
�irl 1�11riV OF PROD. SVYR : RLL
DRAYAI 841: RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR FIELD BK :
1730 Varsity Drive, Suite 500 COMP. FIE ° VM02-059200%629
FOR SHEET III 1
Raleigh, North Carolina 27606 1
Phone. [phone], Fat: [phone] CITY OF RALEIGH
DATE SEPTEMBER 16, 2010 SCALE: 1' o SO'
Intemet Site: http://www.mckimcree&com RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA I DWO. !: 111.12050
LEGEND
® TEMP. ZONE 1 IMPACT
TEMP. ZONE 2 IMPACT
I. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET.
TEMP. STREAM IMPACT
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY MCKIM & CREED.
COR CRY OF RALEIGH
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED MOUND AN
R/W RIGHT OF WAY
NCGS MONUMENT. 'WYATr NC GRID COORDINATES OF N 748754.69 FEET. E 2113904.26 FEET
W WETLAND FLAG
(NAD 83-NSRS-07). THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
S STREAM FLAG
STATION) GPS USING DUAL FREQUENCY RECOVER THIS METHOD RESULTS IN NAD 83 (NSRS 07)
® SANITARYSEWER
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
SCALE: 1" =50'
LOCALIZATION WAS 0.99991499. THE HORIZONTAL POSITION ACCURACY - 0.009 METERS
4, WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
0 25 50 100 1 0
�/��/�f /�6� WETLAND DELINEATION SURVEY PROJECT ! ; 00592-040
�irl 1�11riV OF PROD. SVYR : RLL
DRAYAI 841: RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR FIELD BK :
1730 Varsity Drive, Suite 500 COMP. FIE ° VM02-059200%629
FOR SHEET III 1
Raleigh, North Carolina 27606 1
Phone. [phone], Fat: [phone] CITY OF RALEIGH
DATE SEPTEMBER 16, 2010 SCALE: 1' o SO'
Intemet Site: http://www.mckimcree&com RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA I DWO. !: 111.12050

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I, ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
S1J81�Y YjF�RE PERF9jiMED FF-��1NE 2010 TO �Z� 0.
ROBIN L. LEE. PLS L-3759 DATELELEE. PLS�L-3759�DAOTE 7
NEUSE RIVER BUFFER AND STREAM IMPACTS
CWTIff
� 17
ZONE 1 ZONE 21
(PARALLEL) (PARAUL L)
STREAM
IMPACT
SO FT SO FT
NADTH LENGTH
PERMANENT
0 0
0 0
TEMP.(PROP. ESNT.)
3 7501
0 0
TET1P. EX ESNs.
7333 11299
0 0
TF]IP TOTAL)
7336 18800
0 0
ESMT. = MR EASEMENT
11 ��
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Ralelph, North Combo 27608
P [phone], Fina [phone]
Internet Site: httµ//www.mcklmaced.com
FOR
CITY OF RALEIGH
DAIS SEPTEMBER 18, 2010 SCALE 1' = SW
PROJECT f 00592-0040
PRO& SVYR RLL
DRAWN BY : RLL
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1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY STET.
COR CITY OF RALEIGH
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY MINIM dt CREED.
R/W NGHT OF WAY
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
W WETLAND FLAG
NCGS MONUMENT. 'WYATT' NO GRID COORDINATES OF N 748754.69 FEET, E 2113904.28 FEET
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POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERA71NO STATIONS
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SCALE: 1" =56
LOCALIZATION WAS 0.99991499. THE HORIZONTAL POSITION ACCURACY - 0.009 METERS
4, WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
0 25
50
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OF
�`IlYa 1�Liri�
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1730 Varsity Drive, Salte 500
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Internet Site: httµ//www.mcklmaced.com
FOR
CITY OF RALEIGH
DAIS SEPTEMBER 18, 2010 SCALE 1' = SW
PROJECT f 00592-0040
PRO& SVYR RLL
DRAWN BY : RLL
FIELD 8K
COMP. FRE : VM02-M20Mdvg
SHEET / : 1 OF 1
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I, ROBIN L IEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
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47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
* PERF�QRMm �tOM JUNE 2010 TO AUGUST 2010.
ROBIN L LEI:, PLS L-3759 DATE
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POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
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FOR
COMP. FILE : WIO2-O592 Mdwg
Raleigh. North Carolina 27508
SHEET #: 1 OF 1
PPh 3e42 [phone], Fog [phone]
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DATE: SEPTEMBER 18, 2010 SCALE., I' - 50'
Internet Sitc http://vrww.mckMereed.com
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
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I, ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE EXHIBI
UNDER MY SUPERVISION. THIS MAP DOES NOT CONFORM TO G.S.
47-30. AND ISS NOT
OINTENDED FOR RECORDATION. DATES OF
�_ L FROM JUNE 2010 TO AUGUST 2010.
ROBIN L LEE, PLS L-3759 DATE �euumm�yya
i
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I. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET. TEMP. STREAM IMPACT
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY MCKIM R CREED. COR CITY OF RALEIGH
3 THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN R/W RIGHT OF WAY
NCGS MONUMENT, "WYATI" NC GRID COORDINATES OF N 748754.69 FEET. E 2113904.26 FEET W WETIJINO FLAG
(NAD 83—NSRS-07). THESE GRID COORDINATES WERE OERIVM BY VRS (VIRUAL REFERENCE S STREAM RAO
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1730 Vanity Drive, Suite 500 COMP. FILE : VA102-0B92DD10deg
Raleigh, North Carallno 27606 FOR SHEET / : 1 OF 1
Phone: [phone]. Fam [phone]
C-0342 CITY OF RALEIGH
DATE SEPTEMBER 18. 2010 SCALE 1" a 50'
Internet Site: http://www.rndAmcreed.com RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA I DWO. 0 t R1.1.2m

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I. ROBIN L LEE, PLS L-3759. CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
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S PERM_ ED ROM JUNE 2010 TO AUGUST 2010.
ROBIN L LEE, PLS L-3759 DATE
NEUSE RIVER BUFFER AND STREAM IMPACTS
�su+o �� ZONE 1 ZONE 2
(PERPFKDJ) (PERP •)
IMPACT
CRABTREE CREEK
SO FT SO FT
WIDTH LENGTH
TEMP. PROP. ESMT. 2979 418
103 60
TEMP.(EX ESMT. 708 1993
0 0
TEmp. TOTAL 3587 1 2411
103 60
ESMT a SEWER EASEMENT
NEUSE RIVER BUFFER IMPACTS
CRABTRDE CREEK
AREA 18
ZONE 1 ZONE 2
(PARALLEL) (P -AU-)
SO FT SO FT
PERMANENT
0 0
TEMP. PROP. ESMT.
7503 2339
TEMP.4 ESMT.
2430 6023
TEMP
9933 8362
MT - SEWER EASEMENT
NEUSE RIVER BUFFER AND STREAM IMPACTS
6 ZONE 1 ZONE 2 STREAM
(PERMD.) (PERPEND.)
SO FT SO FT WIDTH LENGTH
TELP.(PROP. ESML) 2452 437 27 20
TEMP. EX ESIT. 4032 1920 _ 27 52
UP. 6484 2357 72
ESdT - SEWER EASEMENT
EXHIBIT 37-A
I&0:nC1�un„�
= r;
3 SEAL 9'
L-3759
suit
L.
rypremwnnm
ROM
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY MCKIM d: CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NOGS MONUMENT.-WYATT' NC GRID COORDINATES OF N 748754.69 FEET. E 2113904.26 FEET
(NAD 83-NSRS-(7). THESE GRID COORDINATES ME DERIVED BY VRS (VIRUAL REFERENCE
STATION) CPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN HAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99991499. THE HORIZONTAL, POSITION ACCURACY - 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
WEILAND DEUNEATION SURVEY
,4hnW& CREEDOF
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
1730 Varsity DAve. Suite 500
Raleigh. North Carolina 27606
Phone: [phone]. Far. [phone]
0-0342
Internet Ste http://"w.mdctmv ed cam
FOR
CITY OF RALEIGH
DATE: SEPTEMBER 16. 2010 SCALE: I' - 50'
MARLOWE
CR487;Zre
CR fE)i
SITE
MAP
11
PROJECT // OM2 -0010
PROD. SVTR : RLL
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FIELD BK.
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I, ROBIN L LEE, PLS L-3759. CERTIFY THAT THIS MAP WAS
DIMTREE
CROSSING 5
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
EXFiEXHIB
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO C.S.
SO FT SO FT
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or,pmwNn
S Y P F`� FROM JUNE 2010 TO AUGUST 2010.
r
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7�.r- /D-P-/5�
�i�
ROBIN L LEE, PLS L-3759 DATE
TEMP. FX ESUT.
0 0
3
SEAL TF
NEUSE RIVER BUFFER AND STREAM IMPACTS
0 0
L-3759 a
AREA t�s-A ZONE 1 ZONE 2 STREAM
osD N.
01
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I ESMT - SEWER EASEMENT
NEUSE RIVER BUFFER AND STREAM IMPACTS
DIMTREE
CROSSING 5
ZONE 1 ZONE 2
(PERPERD.) (PLRPEND.)
STREAM
IMPACT
SO FT SO FT
LENGTH
PERMANENT
621 413
0 0
TEMP PROP. ESMT.
0 1002
0 0
TEMP. FX ESUT.
0 0
0 0
1EMP TALI
0 1002
0 0
I ESMT - SEWER EASEMENT
NEUSE RIVER BUFFER AND STREAM IMPACTS
DIMTREE
CROSSING 5
ZONE 1 ZONE 2
(PERPERD.) (PLRPEND.)
STREAM
IMPACT
SO FT SO FT
WIDTH r LENGTH
PERMANENT
621 413
0 0
TEMP. PROP. ESMT.
3078 2049
109 60
TEMP. EK ESQ
0 0
0 0
UNTOTAL)
3076 2049
60
ESMT = SEWER E7EMENT
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LEGEND
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® TEMP. ZONE 2 IMPACT
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1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.& SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY MaKIM I& CREED. COR CRY OF RALDGH
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0 25 50 100 150
WETLAND DELINEATION SURVEY PROJECT OM -0040
* "<]M&( �1T7TTi'1 OF PDpimRA SB : RLL
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1730 Varsity Drives Suite 500 COMP. FRE : VA1W0W0MUv9
Raleigh, North Carolina 27606 FOR SHEET / . 1 OF 1
Phone -2 [phone], Fax(M)233--8031C-03CITY OF RALEIGH
OATS SEP1EtIBQi 10, 2010 SCALE 1' m Sd
Internet Site; http://wmmddmcreed.com RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA I DWG. 0 : R1.12050

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I. ROBIN L. LEE, PLS L-3759. CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE EXHIBIT 41
tDUMMO,N,D DR. yp
UNDER MY SUPERVISION: THIS MAP DOES NOT CONFORM TO GS. E47-30. AND IS NOT INTENDED FOR RECORDATION. DATES OF
SU�jLEY �yERE PEgF0(7F OM JUNE 2010 TO AUGUST 2010.R_/BBIIINNN L�/LEE.\PLPLSS L--3377559 / DATE/�CA
SEAL _ tip `4
L-3759
NEUSE RIVER BUFFER AND STREAM IMPACTS
CRABTREE
am G 6
ZONE1 ZONE 2 CRABTREE
(��') (--) CREEK IMPACT
CRABTREE
CREEK\
CAE
SQ FT SCI FT WIDTH I LENGTH
PERMANENT
615 426 0 1 0
TEMP PROP. ESIL)
3061 2033 85 62
7ElIP. EK ESMT.
0 1 0 0 0
1FlIP OT
3061 1 2033 6
oa,de all O� V K RD.
a'nr�ulm`aoa J VICINITY MAP
(, NOT TO SCALE
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---- -----------I---------------
w TL
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NEUSE tRIVER BUFFER AND STREAM IMPACTS
atmmcia
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X ¢~-P ERM. 10
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TEMP. EK ESUJT.
0 0 0 0
lEl�. TOTAL
755 1102 0 0
ESMT = SEWER EASEMENT
---- _. �.
MOI
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY MdOM & CREED.
M THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED ARCUND AN
NCGS MONUMENT,-WYATT- NC GRID COORDINATES OF N 748734.69 FEET, E 2113904 26 FEET
(IAD 83-NSRS-07). THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL RUMENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERAIING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99991499. THE HORIZONTAL POSITION ACCURACY - 0.009 METERS
4. NETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS
LEGEND
TEMP. WETLAND IMPACT
® TENP. ZONE 1 IMPACT
® TEMP. 20NE 2 IMPACT
MAP STREAM IMPACT
® PERMANENT IMPACT
CDR CITY OF RALEIGH
R/W RIGHT OF WAY
W WETLAND FLAG
S STREAM FUG
® MMANHOOLLEY SEWER
AN
SCALE: 1' =50'
0 25 50 100 1 0
�OF
j WETLAND DELINEATION SURVEY
4&NMCMV
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
1730 Varsity Drive. Suite 500
Raleigh, North Carolina 27605
Ph�z(919)233-8091. Faw (9191(919
Internal Sita http://www.mW4ncreed.com
FOR
CITY OF RALEIGH
DATE SEFTE]NBFR 18. 2010 SCALE 1' = 50'
PRUECT / : 00592-0010
PROD. SVM : RLL
DRANK BY; RLL
FIELD 8K. :
COMP. FRE : W1102-1152=11 dig
SHEET / : 1 OF 1
OWD. 0 : 11.1.1.2050

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I, ROBIN L LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SU VEYE_ PEij�ORM_ E�FROM JUNE 2010 TO AUGUST 2010.
� �7/�- /104-/y
ROBIN L LEE. PLS L-3759 DATE
NEUSE RIVER BUFFER AND STREAM IMPACTS
CR'BMMGRmM
CROSSING 7100
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/ oasnnc
SO FT SQ FT
WIDTH LENGTH
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0 0
0 0
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TORP. WETLAND IMPACT
TEMP. ZONE 1 IMPACT
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TEMP. STREAM IMPACT
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUNO MEASUREMENTS IN U.S. SURVEY FEET. COR CITY OF RALEIGH
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM h CREED. R/W RIGHT OF WAY
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Relel�b North Carolina 27606 �R SHEET / : t OF 1
Phone: [phone], For. [phone] CITY OF RALEIGH
C-0342
DAM SEPTEMBER 16. 2010 SCALE t' a 50'
Internet Site: httpe//Rww.mdchnereed.eom RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA I OW(L 81.1.2050

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I, ROBIN L LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-3Q, AND IS NOT INTENDED FOR RECORDATION. DATES OF
Y F�PPMFROM JUNE 2010 TO AUGUST 2010.
ROBIN L LEE, PLS L-3759 DATE
NEUSE RIVER BUFFER AND STREAM IMPACTS
CRABTREE Cl=
AREA 21
ZONE 1 ZONE 2
NARALLa3 (PARALLEL)
STREAM
IMPACT
SO FT SO FT
WIDTH LENGTH
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0 0
0 0
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0 0
0 0
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0 0
0 -
TEMP, PROP, E4ET.
2736 5464
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EXHIBIT 44 14
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L-3759 J
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Foam:
1730 Varelty Drhq Suite 500
FOR
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Raleigh, North Carolina 27506
SHEET /
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TEMP. STREAM IMPACT
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET,
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CITY OF RALEIGH
CAM SIPTEMWER 1e, 2010 SCALE 1•
Intemet Site: http;//www.mcktmcreed.cam
RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA
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1, ROBIN L LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO O.S.
47-30. AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY PERE PEORMFROM JUNE 2010 TO AUGUST 2010.
ROBIN L LEE, PLS L-3759 DATE
NEUSE RIVER BUFFER
AREA CIM ZONE 1 ZONE 2
(PARALLEL) (PARulEL)
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TEMP. PROP. ESMT. 0 1877
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TEMP T 15700 23938
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1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKOM & CREED.
3, THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT,-WYATT- NC GRID COORDINATES OF N 748754.69 FEET, E 2113904.26 FEET
(NAD 83-NSRS-07). THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
01
/ `i.STIN0 /
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UNE (TTP.) /
LEGEND
® TEMP. ZONE 1 IMPACT
® TEMP. ZONE 2 IMPACT
COR CITY OF RALEIGH
R/W RIGHT OF WAY
W WETLAND FLAG
S STREAM FLAG
® MMAANHOOLLEY
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MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR SCALE: 1� =50�
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4. WETLANDS AND STREAMS WERE DEUNEATM BY SEPI ENGINEERING AND CONSULTANTS
0 25 50 100 150
WTIIAND DELINEATION SURVEY PR0.ECT // 00592-W40
4"10M&CMEM OF PROJ. SVYR : RLL
DRAWN BY : RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR FIELDEEK.,
1730 Vanity Drlre, Salle 500 COMP. FILE : YM02-0592=49
Raleigh, North Carolina 27806 FOR SHEET J: 1 OF 1
Phanc (91933-8091, Fa:c (919)233-80.31 CITY OF RALEIGH
DATE SEP IEIABER 19. 2010 SCALE. I* - DO'
Internet Site: httR//rrn.mcktmcreed cam RALEIGH TOWNSHIP WAKE COUNTY NORTH CAROLINA I OWO. / : R1.1 ZO50

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I, ROBIN L LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
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EXHIBIT 48
UNDER MY SUPERVISION: THIS MAP DOES NOT CONFORM TO G.S.
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Phone: [phone], Few [phone] CITY OF RALEIGH
C-0342
DAME SEPTEMBER 16. 2010 SCALE 1" 0 Se
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I, ROBIN L LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS
DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE
UNDER MY SUPERVISION: TNS MAP DOES NOT CONFORM TO GS.
47-300,, j)AJyNE•DR IS NOT INTENDED FOR RECORDATION. DATES OF
SUgVEY P P RM FROM JUNE 2010 TO AUGUST 2010.
//VJ /D,s /S/
ROSIN L LEE, PLS L-3759 DATE
NEUSE RIVER BUFFER
CRASTREE OW
AREA 24
ZONE 1 I ZONE 2
(PARALLEL) (PARAS)
LEGEND
® TEMP. ZONE 1 IMPACT
SO FT SO FT
PERMANENT
0 0
TEMR PROP. ESMi
339 8015
TEMP ETL ESMT.
12071 2706
TE71P. TOT
12410 10721
ES1T = SEWER EASEVMT
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EXHIBIT 50LHR7FORD
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LEGEND
® TEMP. ZONE 1 IMPACT
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MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR SCALE: to -50'
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4, WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS
0 25 50 100 1 0
WETLAND OEUNOF EAIION SURVEY � PROJECT / : 08592-0040 �LLrl��.L�L+L�1J PROD. N BY : RLL
DRAWN BY : RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR FIELD BK. :
1730 Varelly OHM Suite 500 COMP. FILE: YMOZ-059YMM19
Raleigh, North Carolina 27608 FOR SHEET / : I OF 1
Phase: [phone], Few [phone] CITY OF RALEIGH
C-0342
DATA SEPTEMBER 10, 2010 SCALE: V - 90'
Internet Sitc http://vw mckimereed.com RAL13GH TOWNSHIP WAGE COUNTY NORTH CAROLINA i DWm f: R.1.1.2050
LEGEND
® TEMP. ZONE 1 IMPACT
I
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EXISTING
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I
CCR CITY OF RALEIGH
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UNE (TYP. y
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W WEILAND FLAG
HOGS MONUMENT,-WYATT- NO GRID COORDINATES OF N 748754.69 FEET. E 2113904 26 FEET
S STREAM FLAG
(HAD 83-NSRS-07). THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
SANITARYANHSEWER
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4, WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS
0 25 50 100 1 0
WETLAND OEUNOF EAIION SURVEY � PROJECT / : 08592-0040 �LLrl��.L�L+L�1J PROD. N BY : RLL
DRAWN BY : RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR FIELD BK. :
1730 Varelly OHM Suite 500 COMP. FILE: YMOZ-059YMM19
Raleigh, North Carolina 27608 FOR SHEET / : I OF 1
Phase: [phone], Few [phone] CITY OF RALEIGH
C-0342
DATA SEPTEMBER 10, 2010 SCALE: V - 90'
Internet Sitc http://vw mckimereed.com RAL13GH TOWNSHIP WAGE COUNTY NORTH CAROLINA i DWm f: R.1.1.2050
LEGEND
® TEMP. ZONE 1 IMPACT
® TEMP. 2DNE 2 IMPACT
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET.
CCR CITY OF RALEIGH
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY MdQM k CREED.
R/W RIGHT OF WAY
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
W WEILAND FLAG
HOGS MONUMENT,-WYATT- NO GRID COORDINATES OF N 748754.69 FEET. E 2113904 26 FEET
S STREAM FLAG
(HAD 83-NSRS-07). THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
SANITARYANHSEWER
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN HAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR SCALE: to -50'
LOCALIZATION WAS 0.99991499. THE HORIZONTAL POSITION ACCURACY = 0.009 METERS
4, WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS
0 25 50 100 1 0
WETLAND OEUNOF EAIION SURVEY � PROJECT / : 08592-0040 �LLrl��.L�L+L�1J PROD. N BY : RLL
DRAWN BY : RLL
CRABTREE CREEK SANITARY SEWER INTERCEPTOR FIELD BK. :
1730 Varelly OHM Suite 500 COMP. FILE: YMOZ-059YMM19
Raleigh, North Carolina 27608 FOR SHEET / : I OF 1
Phase: [phone], Few [phone] CITY OF RALEIGH
C-0342
DATA SEPTEMBER 10, 2010 SCALE: V - 90'
Internet Sitc http://vw mckimereed.com RAL13GH TOWNSHIP WAGE COUNTY NORTH CAROLINA i DWm f: R.1.1.2050

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I, ROBIN L LEE, PLS L-3759. CERTIFY THAT THIS MAP WAS
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47-30. AND IS NOT INTENDED FOR RECORDATION. DATES OF
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NOTM
I. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEEL
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCAUZEO AROUND AN
NCGS MONUMENT. 'WYATr NC GRID COORDINATES OF N 748754.69 FEET, E 2113904.26 FEET
(NAD 83-NSRS-07). THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07)
POSITIONS AND NAVD 88 (MSS ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99991499. THE HORIZONTAL POSITION ACCURACY - 0.009 METERS
4. WETLANDS AND STREAMS WERE DELINEATED BY SEPI ENGINEERING AND CONSULTANTS.
WEDAND OMNEA71ON SURVEY
`v�►111i�TQM�CI�ED OF
CRABTREE CREEK SANITARY SEWER INTERCEPTOR
1730 Varsity Dri79, Suite 500 FOR
Raleigh, North Carolina 27608
Phone: [phone], Feta (919)233-8D31
C-0342 CITY OF RALEIGH
DATE SEPTEMBER 18. 2010 SCALE 1' 0 50'
Internet Site; httFe//w .mddmweed.com o., �... ,..,...�.,e .....� ........... ..__... _.__.....
SITE
MAP
TO
PRO,ECT // 00592-0010
PROD. SVVR : RLL
DRAWN BY: RLL
FIELD BK. :
COMP. FILE : N1902-059200a6li
SHEET J: 20172
: 8.1.120.70

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NOTES:
1. EACH RIP—RAP PLACEMENT SHALL BE BEDDED ON A 6 INCH LAYER OF STABILIZATION STONE
ON A NON—BIODEGRADABLE FILTER FABRIC. PLACEMENT OF RIP—RAP SHALL IMMEDIATELY
FOLLOW THE PLACEMENT OF THIS LAYER. KEEP VOIDS TO A MINIMUM AND FORM A DENSE
WELL GRADED MASS OF STONE. DO NOT DISLODGE THE UNDERLYING BASE OF STONE OR
DRAINAGE FABRIC WHEN PLACING STONE. COST OF THE STONE BASE AND FABRIC SHALL BE
INCLUDED IN THE COST OF THE PLACING OF RIP—RAP.
2. RIP—RAP CLASS AND DIMENSIONS OF RIP—RAP PLACEMENT SHALL BE AS SHOWN ON PLANS.
3. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.0 HORIZONTAL TO 1.0
VERTICAL. FINISHED GRADES OF THE RIP—RAP IS TO BLEND WITH THE SURROUNDING AREA
SUCH THAT THE RIP—RAP SURFACE ELEVATIONS MATCH THE EXISTING STREAM BANK AND
BOTTOM SURFACE ELEVATIONS WHERE THE RIP—RAP MEETS THESE POINTS.
4. INSPECT RIP—RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES (ESPECIALLY AFTER
SEVERE STORMS) AND WEED BRUSH GROWTH,
TOP OF
BANK
VARIES
6" GRAVEL FILTER ON
FILTER FABRIC
1.5 T
MIN
THE DIAMETER OF THE LARGEST STONE SHALL NOT EXCEED 1.5
TIMES THE SIZE OF THE RIP—RAP. (i.e. 12" FOR 8" D50)
MINIMUM THICKNESS (T) SHALL BE AS SHOWN ON PLANS.
SWP-7 - RIP -RAP PLACEMENT DETAIL
N.T.S
STREAM
BOTTOM