20100110 Ver 1_More Info Received_20100610

SINCE FROEHLING & ROBERTSON, INC.
Engineering • Environmental • Geotechnical
310 Hubert Street
Raleigh, North Carolina 27603-2302 1 USA
on@, T 919.828.34411 F 919.582.0304
1881 NC Engineering License # F-0266
1 D -011 0
To: Ian McMillan
North Carolina Division of Water Quality 401 Unit
MSC 1650
Raleigh, North Carolina 27699
Attn:
We are sending you
The Following Items:
Engineering Reports
Test Reports
Attached
Prints X
Samples
Date: June 10, 2010
F&R No.: 66.15146
Reference: Poplar Creek
Under separate cover via
Copy of Letter
Contract
X Plans X
Other:
Copies Date No. Description
5 5/25/2010 1 Pre-Construction Notification Resubmittal
5 5/26/2010 3 Stamped Project Plans Resubmittal
5 5/24/2010 5 Response to Comments

Remarks:
Rpm@ r?' OWM9
PIN i- in
Distribution:
USCOE/Shern
DENR - WATER QUALITY
WETLANDS AND STORMATER BRANCH
Signed
HQ: 3015 DUMBARTON ROAD RICHMOND, VA 23228 USA T804.264.2701 F804.264.1202 www.fandr.com
VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA • MARYLAND • DISTRICT OF COLUMBIA • EASTERN EUROPE
A Woman-Owned Business
SINCE FROEHLING & ROBERTSON, INC.
Engineering • Environmental • Geotechnical
310 Hubert Street
@?,
Raleigh, North Carolina 27603-2302 I USA
T 919.828.34411 F 919.582.0304
1881 NC Engineering License # F-0266
June 9, 2010
Ian McMillan
North Carolina Division of Water Quality 401 Unit
MSC 1650
Raleigh, North Carolina 27699
Re: Response to Comments
Poplar Creek GSL Pre-Construction Notification
NCDWQ Project # 10-0110;
USACO Action ID 201000390)
Wake County, NC
F&R Project No. 6615146
Dear Mr. McMillan
Enclosed is a Pre-Construction Notification (PCN) for the proposed Poplar Creek Gravity Sewer
Line (GSL) to be installed in eastern Wake County. Included in this cover letter is a brief
description of the responses to your comments contained in your letter of February 19, 2010
and Tyler Crumbly's comments in his letter of March 10, 2010.
1. Mr. Chris Windley of McKim & Creed has provided a response to your comments
regarding the non-perpendicular crossing depicted on Exhibit 18.
2. In addressing your comments, stream and buffer impacts have been clarified within the
impact plans. We have depicted these calculations on the plans and the PCN.
Consequently, the mitigation credit letters we have previously provided do not reflect
the recalculated mitigation requirements. We have submitted new credit requests to
EarthMark Mitigation and the NCEEP and will forward those letters immediately upon
receipt.
Sincerely,
FROEHLING & ROBERTSON, INC.
Thomas P. Colson, Ph.D., CFM, GISP, LEED AP
Water Resources and GIS Coordinator
i ?h r
Christopher J. Burkhardt
Environmental Department Manager
HQ: 3015 DUMBARTON ROAD RICHMOND, VA 23228 USA T 804.264.2701 F 804.264.1202 www.fandr.com
VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA • MARYLAND • DISTRICT OF COLUMBIA • EASTERN EUROPE
A Woman-Owned Business
fa
CC: US Army Corps of Engineers
Enclosure: Updated Pre-Construction Notification
Updated Stamped Project Plans
Engineers Letter of Explanation
McKim & Creed Poplar Creek
66J5146 2 May 26, 2010
`o?0F WAT ?qpG
O Y
I p - c) It 0
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PCN Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the

Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1d. Type(s) of approval sought from the DWQ (check all that apply):
N 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ® Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only 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
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes N 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: Poplar Creek Sewer Line ED I-Q
2b. County: Wake
2c. Nearest municipality / town:
f/
Knightdale ILIA1
2d. Subdivision name: NA 1 f?
2e. NCDOT only, T.I.P. or state
project no: { ENR'WATEROyAUTy
NA ?ANDSANDS'KA
3. Owner Information
3a. Name(s) on Recorded Deed: Multiple Properties; see attachments
3b. Deed Book and Page No. Multiple Properties; see attachments
3c. Responsible Party (for LLC if
applicable): Multiple Properties; see attachments
3d. Street address: Multiple Properties; see attachments
3e. City, state, zip: Multiple Properties; see attachments
3f. Telephone no.: Multiple Properties; see attachments
3g. Fax no.: Multiple Properties; see attachments
3h. Email address: Multiple Properties; see attachments
Page I of 14
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: Municipal Easement
4b. Name: Aaron Brower
4c. Business name
(if applicable): City of Raleigh Public Utilities Department
4d. Street address: One Exchange Plaza Suite 620
4e. City, state, zip: Raleigh, NC 27601
4f. Telephone no.: 919 857 4540
4g. Fax no.: 919 857 4545
4h. Email address: Aaron.Brower?
,ci.raleigh.nc.us
5. Agent/Consultant Information (if applicable)
5a. Name: Thomas Colson
5b. Business name
(if applicable): Froehling & Robertson, Inc
5c. Street address: 310 Hubert St
5d. City, state, zip: Raleigh North Carolina 27603
5e. Telephone no.: 919 630 2569
5f. Fax no.: 919 828 5751
5g. Email address: [e-mail]
Page 2 of 14
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): See attached list
1 b. Site coordinates (in decimal degrees): Latitude: 35.725211 Longitude: - 78.477505
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 22.91 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Poplar Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: Pop. Crk: C;NSW
2c. River basin: Upper Neuse
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:
Land use in the vicinity of the project is medium intensity residential, agricultural, and forested. Conditions within the
construction easement on site are predominantly forested, with some open field area. The condition of wetlands, streams,
and/or open waters within or adjacent to the project site, as identified by F&R and verified by DWQ, are described in
Attachment 1. Wetlands within the project site include herbaceous and/or forested areas, and roadside swales. Streams
within the project site include Poplar Creek and numerous unnamed tributaries of Poplar Creek. Open water features
include several in-line beaver ponds/swamps.
3b. List the total estimated acreage of all existing wetlands on the property:
2.128
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
902
3d. Explain the purpose of the proposed project:
The Upper Poplar Creek Sanitary Sewer Extension will allow the City to abandon two existing City pump stations as part
of the initial project and provide the ability to extend additional gravity main (from the interceptor) in the future to two other
existing City pump stations (thereby abandoning those two stations also). By collecting flow at the existing pump stations
and diverting flow to the new interceptor the project will remove antiquated infrastructure from the City's sewer collection
system in the Mingo Creek sewer basin where capacity is very limited. The proposed improvements will also provide for
safe and reliable sewer service to the Poplar Creek sewer basin customers.
3e. Describe the overall project in detail, including the type of equipment to be used:
The Upper Poplar Creek Sanitary Sewer Extension project includes construction of approximately 20,000 LF of 8"
through 30" gravity sewer, a new vacuum primed wastewater pumping station at Poole Road and approximately 4,300 LF
of 16" sewer force main. The gravity sewer interceptor will extend northward along Poplar Creek from the proposed
pump station at Poole Road to the north side of the railroad right-of-way in Knightdale. Two 8" sewer mains will be
extended from the interceptor to existing City of Raleigh wastewater pump stations. The mains will connect to the
existing sewer system and divert flow to the interceptor, thereby allowing the two existing wastewater pump stations
(Flowers Street PS and Wil-Ros PS) to be abandoned. The force main will extend southward along Poplar Creek from
Poole Road to Grasshopper Road where the line will be connected to the existing 16" sewer force main serving the Town
of Wendell and Wendell Falls Community. All activities will be performed in accordance with Best Management Practices
and the NC Sediment and Erosion Control Planning and Design Manual. Typical trenching, earth moving, and lifting
equipment (i.e., backhoe, trackhoe, crane, etc.) will be used for the installation of the utility line.
Page 3 of 14
PCN Form - Version 1.3 December 10, 2008 Version
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments: NCDWQ: Streams Only
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: F&R
Name (if known): T. Colson Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
NCDWQ: 04/29/2009
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.
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 14
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
? Open Waters ? Pond Construction
Page 5 of 14
PCN Form - Version 1.3 December 10, 2008 Version
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ®P ? T Mechanized For. HW (Ex. 6) ® Yes
? No ® Corps
® DWQ 0.006
W2 ? P ® T Mechanized For. HW (Ex. 6) ® Yes
? No ® Corps
® DWQ 0.023
W3 ®P ? T Mechanized For. HW (Ex. 8) ® Yes
? No ® Corps
® DWQ 0.023
W4 ? P ®T Mechanized For. HW (Ex. 8) ® Yes
? No ® Corps
® DWQ 0.047
W5 ®P ? T Mechanized For. HW (Ex. 10) ® Yes
? No ® Corps
® DWQ 0.049
W6 ? P ® T Mechanized For. HW (Ex. 10) ® Yes
? No ® Corps
® DWQ 0.116
W7 ® P ? T Mechanized For. HW (Ex. 12) ® Yes
? No ® Corps
® DWQ 0.045
W8 ? P ®T Mechanized For. HW (Ex. 12) ® Yes
? No ® Corps
® DWQ 0.148
W9 ? P ®T Mechanized For. HW (Ex. 12) ® Yes
? No ® Corps
® DWQ 0.023
W10 ® P ? T Mechanized For. HW (Ex. 13) ® Yes
? No ® Corps
® DWQ 0.038
Will ? P ®T Mechanized For. HW (Ex. 13) ® Yes
? No ® Corps
® DWQ 0.111
W12 ®P ? T Mechanized For. HW (Ex. 14) ® Yes
? No ® Corps
® DWQ 0.031
W13 ? P ®T Mechanized For. HW (Ex. 14) ® Yes
? No ® Corps
® DWQ 0.115
W14 ®P ? T Mechanized For. HW (Ex. 15) ® Yes
? No ® Corps
® DWQ 0.079
W15 ? P ®T Mechanized For. HW (Ex. 15) ® Yes
? No ® Corps
® DWQ 0.312
W16 ®P ? T Mechanized For. HW (Ex. 17) ® Yes
? No ® Corps
® DWQ 0.003
W17 ? P ®T Mechanized For. HW (Ex. 17) ® Yes
? No ® Corps
® DWQ 0.012
W18 ®P ? T Mechanized For. HW (Ex. 17) ® Yes
? No ® Corps
® DWQ 0.020
W19 ? P ®T Mechanized For. HW (Ex. 17) ® Yes
? No ® Corps
® DWQ 0.102
2g. Total wetland impacts 1.303
2h. Comments: Perm. Impacts: 0.294 ac; Temp. Impacts: 1.009 ac
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Page 6 of 14
PCN Form - Version 1.3 December 10, 2008 Version
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ®P ? T Trench below grade Pop Crk (Ex. 2) ® PER
? INT ® Corps
® DWQ 10 35
S2 ? P ®T Trench below grade Pop Crk (Ex. 3) ® PER
? INT ® Corps
® DWQ 30 33
S313 ® P ? T Trench below grade Pop Crk (Ex. 4) ® PER
? INT ® Corps
® DWQ 18 40
SM ® P ? T Trench below grade Strm 17 (Ex. 4) ® PER
? INT ® Corps
® DWQ 12 54
S4 ? P ®T Trench below grade Strm 18 (Ex. 5) ® PER
? INT ® Corps
® DWQ 8 21
S5 ®P ? T Trench below grade Strm 16 (Ex. 7) ® PER
? INT ® Corps
® DWQ 6 40
S6 ®P ? T Trench below grade Strm 13 (Ex. 8) ® PER
? INT ® Corps
® DWQ 23 42
S7 ®P ? T Trench below grade Strm 12 (Ex. 9) ® PER
? INT ® Corps
® DWQ 12 41
S8 ? P ® T Trench below grade Strm 11 (Ex. 10) ® PER
? INT ® Corps
® DWQ 6 42
S9 ? P ® T Trench below grade Strm 8 (Ex. 11) ® PER
? INT ® Corps
® DWQ 17 43
S10 ? P ® T Trench below grade Strm 4 (Ex. 16) ® PER
? INT ® Corps
® DWQ 10 63
S12 ? P ® T Trench below grade Strm 2 (Ex. 17) ® PER
? INT ® Corps
® DWQ 5 20
S11 ? P ® T Trench below grade Strm 3 (Ex. 17) ® PER
? INT ® Corps
® DWQ 5 76
S14 ®P ? T Trench below grade Strm 1 (Ex. 18) ® PER
? INT ® Corps
® DWQ 12 77
S15 ® P ? T Trench below grade Strm 1 (Ex. 18) ® PER
? INT ® Corps
® DWQ 7 77
3h. Total stream and tributary impacts 704
3i. Comments: Temporary stream impacts are less than 150 linear feet (Pop Crk, 3 impacts, 108 ft cumulative). Utility line will
be trenched below grade w/ anti-seep collars before and after underground crossing. Impacted stream channels will be
stabilized with rip-rap as depicted in the attached rip-rap detail. Perm impacts are 406 ft; temp impacts are 298 ft
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 waterbody
impact number (if applicable) Type of impact Waterbody type Area of impact (acres)
- Permanent
(P) or
Temporary T
01 ?P?T NA
02 ?P?T NA
03 ? P ? T NA
04 ?P?T NA
4f. Total open water impacts0 0
4g. Comments: No Open water impacts
Page 7 of 14
PCN Form - Version 1.3 December 10, 2008 Version
5. Pond or Lake Construction
If and or lake construction proposed, then com fete the chart below.
5a.

Pond ID 5b.

Proposed use or purpose of 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1 NA
P2 NA
K Total 0
5g. Comments: No 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): 0
5j. Size of pond watershed (acres): 0
5k. Method of construction: NA
Page 8 of 14
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason for Buffer Zone 1 impact Zone 2 impact
Permanent (P) impact Stream name mitigation (square feet) (square feet)
or Temporary required?
T
B1 ® P ? T Maintenance Pond (Ex. 1) s 0 1161
Easement ® No
62 ®P ? T Maintenance
Easement Pop Crk (Ex. 2) ® Nos 714 208
B3 ? P ® T Clearing Pop Crk (Ex. 2) ® Nos 1183 431
B4 ® P ? T Maintenance
Easement Pop Crk (Ex. 3) ® Nos 608 399
B5 ? P ® T Clearing Pop Crk (Ex. 3) ® Nos 1836 1419
B6 ®P ? T Maintenance Strm 19 (Ex. 3) s
® 364 444
Easement ? No
B7 ? P ®T Clearing Strm 19 (Ex. 3) ® Nos 1451 511
B9 ®P ? T Maintenance Strm 17 (Ex. 4) ®Ne
s 660 586
Easement o
B10 ? P ®T Clearing Strm 17 (Ex. 4) ® Nos 2675 1680
1311 ®P ? T Maintenance
Easement Pop Crk (Ex. 4) ® Nos 602 401
B12 ? P ®T Clearing Pop Crk (Ex. 4) ® Nos 1804 2871
B13 ®P ? T Maintenance
Easement Strm 18 (Ex. 5) ®? Nos 671 520
B14 ? P ®T Clearing Strm 18 (Ex. 5) ® Nos 1732 2459
B15 ®P ? T Maintenance Strm 16 (Ex. 7) ®
s 638 635
Easement No
B16 ? P ®T Clearing Strm 16 (Ex. 7) ® Nos 1858 1231
B17 ®P ? T Maintenance
Easement Strm 13 (Ex. 8) ® Nos 645 427
B18 ? P ®T Clearing Strm 13 (Ex. 8) ® Nos 1870 1254
B19 ®P ? T Maintenance Strm 12 (Ex. 9) ®
s 619 417
Easement No
B20 ? P ® T Clearing Strm 12 (Ex. 9) ® Nos 1860 1243
B21 ® P ? T Maintenance Strm 11 (Ex. 10) ®
s 604 404
Easement No
B22 ? P ® T Clearing Strm 11 (Ex. 10) ? Yes 1906 1255
Page 9 of 14
PCN Form - Version 1.3 December 10, 2008 Version
® No
B23 ® P ? T Maintenance
Easement Strm 8 (Ex. 11) ® Nos 730 424
B24 ? P ® T Clearing Strm 8 (Ex. 11) ® Nos 1917 1229
B25 ® P ? T Maintenance
Easement Pop Crk (Ex. 11) ® Nos 0 1611
B26 ® P ? T Maintenance
Easement Beaver Pond (Ex. 13) ® Nos 0 917
B27 ® P ? T Maintenance
Easement Beaver Pond (Ex. 14) ® Nos 0 1538
B28 ® P ? T Maintenance
Easement Strm 4 (Ex. 16) ® Nos 624 412
B29 ? P ® T Clearing Strm 4 (Ex. 16) ® Nos 3151 2174
B30 ® P ? T Maintenance
Easement Strm 1 (Ex. 18) Nos 980 567
B31 ? P ® T Clearing Strm 1 (Ex. 18) ® Nos 5695 2401
6h. Total buffer impacts 37397 31229
6i. Comments: Perm. Impacts: Zone 1 8459 sq ft/Zone 2 11071 sq ft; Temp. Impacts: Zone 128938 sq ft/Zone 2 20158 sq
ft, Mitigation required for perm. Parallel permanent impacts to Zone 1 are B6. B13, and B30 for 2015 sq ft
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Avoidance and minimization of indirect and cumulative impacts was a primary concern recognized throughout project
planning, resulting in development and consideration of numerous alignments. Additional details are contained in the attached
engineers table of replies to NCDWQ pre-submittal meeting comments.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Specific measures incorporated to minimize impacts in the proposed design include 1) widths of construction corridor
narrowed to 40' for gravity sewer; 2) near-perpendicular crossings of channels where avoidance was not practical (e.g.,
directional drilling cost prohibitive, use of previously impacted existing easement not possible; installation of sewer line above
or below existing culverts not practical); 3) stabilization of excavated areas with stone or rip-rap, geotextile fabric, timber mats
at crossings, and anti-seep collars; 4) compliance with conditions of WQC #3699; 5) compliance with NCDENR Erosion and
Sedimentation Control requirements through approval of plan through Land Quality; and 6) appropriate best management
practices.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ® Yes ? No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ® DWQ ® Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this project? ® Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
Page 10 of 14
PCN Form - Version 1.3 December 10, 2008 Version
3c. Comments:
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: 406 linear feet
4c. If using stream mitigation, stream temperature: ® warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): 19530 square feet
4e. Riparian wetland mitigation requested: .294 acres
4f. Non-riparian wetland mitigation requested: 0 acres
4g. Coastal (tidal) wetland mitigation requested: 0 acres
4h. Comments: Wetland impacts via EEP; Buffer & Stream impacts via private bank
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 Perm. Maint. Corr. 2015 3 (2 for Catawba) 6045
Zone 2 Perm. Maint. Corr. 0 1.5 0
6f. Total buffer mitigation required: 6045
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).
Payment to private mitigation bank for 3 permanent parallel impacts to Zone 1.
6h. Comments: Credit letter from Earthmark Mitigation Services for buffer impacts is attached.
Page 1 1 of 14
PCN Form - Version 1.3 December 10, 2008 Version
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: Introduction of additional impervious surfaces are not anticipated for the ? Yes ® No
project as proposed.
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: Introduction of additional impervious
surfaces are not anticipated for the project as proposed.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Wake County
® 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 ? HOW
? 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 12 of 14
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments: NA
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The Town of Knighdale has provided a narrative as a separate attachment.
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.
Wastewater collected and conveyed by the proposed system will be treated in the Neuse River Wastewater Treatment
Facility according to state and local regulations prior to being discharged into the Neuse River.
Page 13 of 14
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ® Yes ? No
impacts?
® Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Review of USFWS habitat designations; concurrence letter from NCDENR NHP Dated 8 Oct 2009 (attached).
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?
F&R reviewed SAFMC GIS data which indicated that no habitats of particular concern occur within or near the
project area.
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?
NC SHPO concurrence letter dated 9 Oct 2009 (attached).
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: Structures will be protected from flooding by measures approved
by NCDENR and that meet FEMA and NFIP requirements.
8c. What source(s) did you use to make the floodplain determination? DFIRM Panels 3718320030924144,
3718320030924160, & 3718320030924183 Effective 9/24/2003

Thomas Colson 6/1/2010
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 14 of 14
PCN Form - Version 1.3 December 10, 2008 Version
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
SURVEY WERE PERFORMED FROM JUNE 2006 TO AUGUST 2006.
ROBIN L. LEE, PLS L-3759 DATE
REVISED 3/19/2010 ADDED STREAM IMPACTS RILL
REVISED 5/26/2010 REMOVED STREAM IMPACTS RILL
NEUSE RIVER BUFFER IMPACT
POND ZONE 1 ZONE 2 STREAM
IMPACT STREAM
WIDTH
SQ FT SQ FT LF LF
B 1 TEMPORARY 0 1,161 0 0
WETLAND FLAG COORDINATE TABLE
WETLAND FLAG NORTHING EAS11NG
22001 744013.10 2156605.56
22002 744020.89 2156528.
22003 744013.59 2156524.26
22004 743992.01 2156566.50
22005 743938.46 2156577.64
tb-o11 D
LZM
*
JUN I 0 2010
DENR . wATER QUALITY
WETLANDS AND STOR,"f:A'ER 6R,WCH
N
WAYNE L. HARPER
EUGENE J. HARPER
DB 6075 PG. 504
BM 1994, PG.445
PIN: 1754-63-5524
6
PROPOSED 30' CITY OF RALEIGH \ `? \
SANITARY SEWER EASEMENT \
N /F
WAYNE L. HARPER
EUGENE J. HARPER
DB 6075 PG. 504
BM 1994, PG.445
PIN: 1754-63-5524
r 10
210
VYF21006 ? ? .
\ ? - • 'r W21005
---/
WETLAND FLAG COORDINATE TABLE 20' CONSTRUCTION TEMPORARYEASEMENT WF21004
WETLAND FLAG NORTHING FASTING \
\
21000 743356.49 2156701.79
21001 743399.19 2156717.93 \ WF21003
21002 743431.23 2156737.61
21003 743458 27 2156770.64 W21002 • ?J"(??? (??P?
21004 743496.66 2156784.31 21001 OLERa ,500
21005 743529.68 2156784.75 ?(?? W $R
21006 743542.75 2156756.58
21007 743554.93 2156718.96 WF210004Q'?e?
21008 743576.60 2156715.86 / LEGEND
/ / •+
® TEMPORARY
/ i y1 IMPACT AREA
PERMANENT BUFFER
IMPACT AREA
/ ?X STREAM
NOTM, 1, / IMPACT AREA
DB DEED BOOK
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET. BM BOOK OF MAPS
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED. PG PAGE
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN R/W RIGHT OF WAY
NCGS MONUMENT, "HOUSE" NC GRID COORDINATES OF N 732432.70 FEET, E 2152493.88 FEET WF WETLAND FLAG
(NAD 83-NSRS-07). THESE GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE FEATURE CONTINUES
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07) FCOPS OFF PROJECT SITE
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99990220 SCALE: 1" = 100'
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc.
0 50 100 200 300
WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY PROJECT
# :
00592-0037
V OF PROD. SVYR : RILL
V
POPLAR CREEK SANITARY SEWER EXTENSION DRAWN BY :
FIELD BK. : CAM
-
1730 Varsity Drive, Suite 500 COMP. FILE : WYIOI-M0037.drg
Raleigh, North Carolina 27606 FOR SHEET # : 1 OF 1
Phone: [phone], Fax: [phone] CITY OF RALEIGH
C-0342
DATE: AUGUST 1, 2009 SCALE: 1' = 100'
Internet Site: http://www.mckimcreed.oorn ST. MATTHEWS TOWNSHIP WAKE COUNTY NORTH CAROLINA DWG. R.1.1.2.037
EXHIBIT 1
2 Q / ti9 `2
S EAL
L-3759
9yQ SU
er)
00
0 r-
< O
Z
D ?
?z
c?
SITE Oki I
ow- fti* POOLE fm

VICINITY M
IOT TO SC
r
J /
I
W ` I
R/
NORFOLK & SOUTHERN RAILROAD ,
I
100' R/W
R/W - - WF2200 WF22002 W22001
22004
R ?
\\ W22005
\ \ 1\ \ \
\ \

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
SURVEY WERE PERFbRMEQ?FROM JUNE 2006 TO AUGUST 2006
ROBIN L. LEE, PLS L-3759 DATE
REVISED 3/19/2010 ADDED STREAM IMPACTS RILL
REVISED 5/26/2010 REMOVED STREAM IMPACTS RILL
NEUSE RIVER BUFFER IMPACT
POPLAR
CREEK ZONE 1 ZONE 2 STREAM
WIDTH STREAM
LENGTH
SQ FT SQ FT LF LF
B2 PERMANENT 714 208 10 35 S1
B3 TEMPORARY 1183 431
EXHIBIT2
C A,q
:`O QUO !¢ q {?,
2 y
SEAL
L-3759
SU
IL
/
/
/ r

/ N/F 1 \ `. 1 J
/ WAYNE L. HARPER , 1 r
/ EUGENE J. HARPER
DB 6075 PG. 504
BM 1994, PG.446
/ PIN: 1754-62-4854 (' / r
CENTERLINE OF I
POPLAR CREEK IS
PROPERTY LINE
PROPERTY LINE
-_?
CHARLES RF HARPER \
DB 6075 PG. 501
BM 1994, PG.447 r
PIN: 1754-60-7948
' t
NOTES, - i i
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 & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "HOUSE" NC GRID COORDINATES OF N 732432.70 FEET, E 2152493.88 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
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99990220
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc. MCIN
iOPOSED 30' CITY OF RALEIGH
SANITARY SEWER EASEMENT
LEGEND
® TEMPORARY
IMPACT AREA
+ PERMANENT BUFFER
IMPACT AREA
O STREAM
IMPACT AREA
DB DEED BOOK
BM BOOK OF MAPS
PG PAGE
R/W RIGHT OF WAY
WF WETLAND FLAG
FCOPS FEATURE CONTINUES
OFF PROJECT SITE
SCALE: 1" = 100'
0 50 100 200 300
46 WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY PROJECT # : 00592-0037
V OF PROD. SVYR : RU_
NFIa4&CUM
POPLAR CREEK SANITARY SEWER EXTENSION DRAWN BY :
FIELD BK.: CAM
-
1730 Varsity Drive, Suite 500 COMP. FILE : VW101-05920037.69
Raleigh, North Carolina 27606 FOR SHEET 1 OF 1
Phone: [phone], Fax: [phone] CITY OF RALEIGH
C-0342
DATE: AUGUST 1, 2009 SCALE: 1' = 100'
Internet Site: http://www.mckimcreed.com ST. MATTHEWS TOWNSHIP WAKE COUNTY NORTH CAROLINA DWG. # : R.1.1.2.037
rq
00
O r
Q O
Z-,' (n
Of
0 V)
EE z
0 %-e
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z
SITE
CREEK
VICINITY M
(0T TO SC
,9No
i
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O\G
/
N/F
ANTIONETTE H. POOLE

4j N w
i
JAMES H. POOLE
ff DB 1748 PG. 144
N
! PIN: 1754-83-4965
m
10' TEMPORARY
CONSTRUCTION EASEMENT
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 Y 1NERE P FOR D FROM JUNE 2006 TO AUGUST 2006.
OBIN L. LEE, PLS -3759 ATE
REVISED 3/19/2010 ADDED STREAM IMPACTS RILL
REVISED 5/26/2010 REMOVED STREAM IMPACTS RILL
NEUSE RIVER BUFFER IMPACT
POPLAR
CREEK ZONE 1 ZONE 2 STREAM
WIDTH STREAM
LENGTH
SQ FT SQ FT LF LF

B4 PERMANENT 608 399
135 TEMPORARY 18,36 1419 30 33 S2
_ I
N/F j
I
EMILY J. NAKAMURA - af SF
YOSHIO NAKAMURA I I
DB 11162 PG. 315
BM 1988, PG. 910
PIN: 1754-52-7148
1
l1 I
EXHIBIT 3
C A RO''%,
SS1?
SEAL y
L-3759
SURI IN 1.
o?
Q 0
o?
O? Z
U
U
z
SITE
VICINITY M
NOT TO SC
NE USE RIVER BUFFER IMPACT
STREAM 19 ZONE 1 ZONE 2 STREAM
WIDTH STREAM
LENGTH
SQ FT SQ FT LF LF
B6 PERMANENT 364 444 0 0
B7 TEMPORARY 1451 511
WETLAND FLAG COORDINATE TABLE
WETLAND FLAG NORTHING EASTING
SF1901 742234.38 2155808.43
SF1902 741957.76 2156122.47
SF2101 742071.54 2156132.25
SF2102 741889.63 2156361.44
\ N/F
\ CHARLES R. HARPER '
\ DB 6075 PG. 501
\ BM 1994, PG.447
V. , PIN: 1754-60-7948
SEE
INSET .` <9v" 2101 \ \, /
r
Nit& ••J
t PROPOSED 30' CITY OF RALEIGH
\ \'` 04,
\ SANITARY SEWER EASEMENT / t
\ N/F--- \ I \\ \?F? \ CENTERLINE OFD`---?,?
JOHNNIE TAYLOR \ \ POPLAR CREEK 15
GWENDOLYN TAYLOR PROPERTY LINE I
DB 13024 PG. 575 I \ \ 1902
BM 1988. PG. 910
PIN: 1754\ 51-7968 i \\ ?? '' \ I
T I I CAROL A/HUSKINS\ /
I y I JAMES R. HUSKINS, JR. \ < I
DB 11769 PG. 2046 \ \ r
BM 1988, PG. 910 ? \ '`?,, + ' -' \ ? • ` ?\ - I
PIN: 1754-52-7078 \ I
20' TEMPORARY \ ^
CONSTRUCTION EASEMENT
I
I
I
\ \\
\ \ I
\ 'I
\ I
\ I
I
I
NOTES,
it I
PROPOSED 30' CITY OF RALEIGH :.,
SANITARY SEWER EASEMENT
I
10' TEMPORARY
CONSTRUCTION EASEMENT II I.
4 - I I
N/F I
CHARLES R. HARPER I I
DB 6075 PG. 501 CENTERLINE OF-,-"I
BM 1994, PG.447 POPLAR CREEK IS
PIN: 1754-60-7948 PROPERTY LINE
r
I ? r
LEGEND I
r
® TEMPORARY I
IMPACT AREA
+y+ PERMANENT BUFFER
IMPACT AREA
STREAM
IMPACT AREA
DB DEED BOOK
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET. BM BOOK OF MAPS
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIM & CREED. PG PAGE
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN R/W RIGHT OF WAY
NCGS MONUMENT, "HOUSE" NC GRID COORDINATES OF N 732432.70 FEET, E 2152493.88 FEET WF WETLAND FLAG
(NAD 83-NSRS-07). THESE GRID COORDINATES WERE DERIVED BY VRS (ARUAL REFERENCE FEATURE CONTINUES
STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (NSRS 07) FCOPS OFF PROJECT SITE
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS SCALE: 1" = 100'
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR MEN-
LOCALIZATION WAS 0.99990220
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson. Inc. O 0 100 2
?
* /?'
? WETLAND. STREAM AND RIPARIAN BUFFER IMPACT SURVEY
OF PROJECT # :
PROD.
:
SVYR 00592-0037
RLL
V

? ?
1
l?/r'
POPLAR CREEK SANITARY SEWER EXTENSION BY N BY
DRAWN
:
FIELD BK.: CAM
-
1730 Varsity Drive, Suite 500 COMP. FILE : VMOI-05920037.drg
Raleigh, North Carolina 27606 FOR SHEET # ; 1 OF 1
Phone: [phone]. Fax: [phone] CITY OF RALEIGH
C-0342
DATE: AUGUST 1, 2009 SCALE 1" a 100'
Internet Site: http://www.mckimcreed.com ST. MATTHEWS TOWNSHIP WAKE COUNTY NORTH CAROLINA DWG. # : R.1.1.1037
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
SUR Y RE PE R FROM JUNE 2006 TO AUGUST 2006.
ROBIN L. LEE, PLS -3759 DATE
REVISED 3/19/2010 ADDED STREAM IMPACTS RLL
REVISED 5/26/2010 REMOVED STREAM IMPACTS RILL
NEUSE RIVER BUFFER IMPACT
STREAM 17 ZONE 1 ZONE 2 STREAM
WIDTH STREAM
LENGTH
SO FT SQ FT LF LF
B9 PERMANENT 660 586 12 54 S3A
810 TEMPORARY 2675 1680
NEUSE RIVER BUFFER IMPACT
POPLAR
CREEK ZONE 1 ZONE 2 STREAM
WIDTH STREAM
LENGTH
SQ FT SQ FT LF LF
B11 PERMANENT 602 401 18 40 S3B
B12 TEMPORARY 1804 2871
EXHIBIT 4
`\\ \\\ t? N U n u l I/c ? t u r l q??
sto
= SEAL y
L-3759
r <90 SURV?yo
o?/N
'? ?! 1!! l l i 7! 11 I I I 1 I i t l 4\\\\\\\\`
WETLAND FLAG COORDINATE TABLE
WETLAND FLAG NORTHING EASTING
WF19001 740785.78 2156457.92
WF19002 740784.54 2156436.83
WF19003 740808.12 2156421.04
WF19004 740817.36 2156385.83
WF19005 740813.31 2156339.56
WF19006 740814.55 2156285.19
WF19007 740806.99 2156242.29
WF19008 740805.71 2156207.31
WF19009 740851.26 2156199.44
WF19010 740873.77 2156229.23
WF19011 740874.78 2156257.97
WF19012 740908.95 2156284.74
WF19013 740938.16 2156292.41
WF23001 740794.69 2156041.30
WF23002 740819.97 2155987.86
WF23003 740834.70 2155948.11
WF23004 740811.64 2155879.48
WF23005 740790.40 2155813.82
WF23006 740784.36 2155739.22
SF1801 740843.20 2156288.10
SF1802 740814.43 2156170.97
SF1803 740778.09 2156037.18
SF1804 740754.70 2155745.95
LEGEND ON EXHIBIT 5
TEMPORARY
IMPACT AREA
+
+ PERMANENT BUFFER
y IMPACT AREA
STREAM
IMPACT AREA
DB DEED BOOK
BM BOOK OF MAPS
PG PAGE
R/W RIGHT OF WAY
WF WETLAND FLAG
FCOPS FEATURE CONTINUES
OFF PROJECT SITE
v
4
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
C-0342
Internet Site: http://www.mckimcreed.com
CENTERLINE OF-
POPLAR CREEK IS
PROPERTY/ LINE
1
r /
v /
\
D +j
o4o

N07M," 0 50 100 200 300
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 & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "HOUSE" NC GRID COORDINATES OF N 732432.70 FEET, E 2152493.88 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
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99990220
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc.
WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY
OF
POPLAR CREEK SANITARY SEWER EXTENSION
FOR
CITY OF RALEIGH
DATE: AUGUST 1, 2009 SCALE: 1" = 100'
ST. MATTHEWS TOWNSHIP WAKE COUNTY NORTH CAROLINA
PROJECT # : 00592-0037
PROJ. SVYR : RLL
DRAWN BY: CAM
FIELD BK.: -
COMP. FILE : VW101-0512M37.6gi
SHEET # : 1 OF 1
DWG. # : R.1.1.2.037
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
SURVEY PER?OR> FROM JUNE 2006 TO AUGUST 2006.
ROBIN L. LEE, PLS L-3759 DATE
REVISED 3/19/2010 ADDED STREAM IMPACTS RLL
REVISED 5/26/2010 REMOVED STREAM IMPACTS RLL
NEUSE RIVER BUFFER IMPACT
STREAM 18 ZONE 1 ZONE 2 STREAM
WIDTH STREAM
LENGTH
SO FT SQ FT LF LF
B13 PERMANENT 671 520
814 TEMPORARY 1732 2459 8 21 S4

N /F
WAKE COUNTY BOARD OF EDUCATION
DB 1988 PG. 157
PIN: 1754-40-6672
N/F
LINDA FAYE CAMPBELL
DB 91CV1 PG 248
EXHIBIT 5
1 i 1111 /J/JI'B'/
`\\`\\\\\\Ut l i 1114
CAR
= SEAL ?i
L-3759
''.'pf?y© 3URN?????Cio?•

wm
Z =
N /F -1 X
CHARLES R. HARPER ? w
DB 6075 PG. 501 <w
BM 1994, PG.447 vn
PIN: 1754-60-7948 w
w
,- cn
\ 1314

PIN: 1754-50-3714 \
T ?
?I
?o.? \
i
,p
2sj FF
"ZX
?Qg 1'ri,O?sy???p
1
18
BUFFER ZONE i
IUD ZONE 2
?Q tiP?ti
LEGEND
!j TEMPORARY
IMPACT AREA
+y. PERMANENT BUFFER
IMPACT AREA
STREAM
IMPACT AREA
DB DEED BOOK
BM BOOK OF MAPS
PG PAGE
R/W RIGHT OF WAY
WF WETLAND FLAG
FCOPS FEATURE CONTINUES
OFF PROJECT SITE
SCALE: 1" = 100'
0 50 100 200 300
g?
?O 1gA' ypi
90
t
M
o?
Q O
Z
z
c?
U
z
VICINITY M
10T TO SC
WF23002
WF23006
WF23004
1
?4o 1
Oaf "040
-N/F - ----- -
DB 1657, PG. 194
TOWN PIN: OF 1754-50-KNIGHTDAL8677E
14 BM 2003, PG 2108
AREA CALCULATED
ON EXHIBIT 5
Vii.
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 & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "HOUSE" NC GRID COORDINATES OF N 732432.70 FEET, E 2152493.88 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
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99990220
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc.
v
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
C-0342
Internet Site: http://www.mckimcreed.com
WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY
OF
POPLAR CREEK SANITARY SEWER EXTENSION
FOR
CITY OF RALEIGH
DATE: AUGUST 1, 2009 SCALE: 1" = 100'
MATTHEWS TOWNSHIP WAKE COUNTY NORTH CAR(
PROJECT # : 00592-0037
PROD. SVYR : RLL
DRAWN BY : CAM
FIELD BK. : -
COMP. FILE : VWIOI-05920037.dwg
SHEET #: 1 OF 1
DWG. # : R.1.1.2.037
PROPOSED 40' CITY OF RALEIGH
SANITARY SEWER EASEMENT
813 -,.., ?
20' TEMPORARY \
CONSTRUCTION EASEMENT \
!1` 1
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
SURRVE,Y? WE,RE/P,RFOORR ED FROM JUNE 2006 TO AU UST 2005.
ROBIN L. LEE, PLS L-3759 DATE
REVISED 3/19/2010 ADDED STREAM IMPACTS RILL
REVISED 5/26/2010 REMOVED STREAM IMPACTS RLL
EXHIBIT 6
??'Q?OF f0 9? l/''c
S EAL
L-3759
,f3`9y? SURI
ti??
4y??,lkH ``?\\
WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY
OF
rq
00
r:) r-
Q O
z
V)
D_
O_ 07
F
C?
VICINITY M
IOT TO SC
WETLAND FLAG COORDINATE TABLE
WETLAND FLAG NORTHING EASTING
WF18020 738400.33 2156561.48
WF18021 738451.36 2156592.01
WF18022 738486.93 2156602.22
WF18023 738545.19 2156602.41
WF18024 738601.13 2156607.90
WF18025 738637.39 2156631.67
WF18026 738672.54 2156641.69
WF18027 738743.34 2156664.13
WF18028 738764.65 2156695.98
WF18029 738785.96 2156698.66
WF18030 738801.92 2156664.84
WF18031 738818.18 2156655.99
WF18032 738835.36 2156658.29
WF18033 738830.35 2156617.79
WF18034 738833.93 2156597.88
WF18035 738849.22 2156584.81
WF18036 738863.96 2156586.13
WF18037 738867.02 2156597.89
WF18038 738851.55 2156597.64
WF18039 738843.43 2156607.80
WF18040 738848.25 2156639.95
WF18041 738843.42 2156669.78
WF18042 738818.25 2156688.21
WF18043 738800.06 2156753.21
WF18044 738784.24 2156790.15
WF18045 738776.21 2156827.72
WF18046 738805.88 2156861.96
WF18047 738857.61 2156911.00
WETLAND PROPOSED 40' CITY OF RALEI(
1800 SANITARY SEWER EASEMENT
PERMANENT
I M PACT AREA WF18037 WF18038
18039
=280 SQ.FT. (W1) WF1 so3s WF1804(
TEMPORARY ?so3 --?--'_
IMPACT AREA wF18o 1 033
=1,012 SQ.FT.(W2) WF18o
20' TEMPORARY WF18030
CONSTRUCTION EASEMENT
I I
I
N /F
CAROLYN J. EDWARDS
DB 7688 PG. 748
PIN: 1753-68-5780 WF'
I f`
/ WF18025
/ 18024
I
/ WF18023
1
I f ' WF18022
I WI 8021
I ,
LEGEND
NOTE&
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 & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "HOUSE" NC GRID COORDINATES OF N 732432.70 FEET, E 2152493.88 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
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99990220
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc.
v,WWM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
C-0342
Internet Site: http: //www.mckimcreed.com
POPLAR CREEK SANITARY SEWER EXTENSION
:R% I
ft '-w
CENTERLINE OF1
POPLAR CREEK

® TEMPORARY
IMPACT AREA
® PERMANENT WETLAND
IMPACT AREA
DB DEED BOOK
BM BOOK OF MAPS
PG PAGE
R/W RIGHT OF WAY
WF WETLAND FLAG
FCOPS FEATURE CONTINUES
OFF PROJECT SITE
SCALE: 1" = 100'
1
FOR
CITY OF RALEIGH
DATE: AUGUST 1. 2009 SCALE 1" = 100'
ST. MATTHEWS TOWNSHIP WAKE COUNTY NORTH CAROLINA
PROJECT # : 00592-0037
PROD. SVYR : RLL
DRAWN BY CAM
FIELD BK.: -
COMP. FILE : VWIOI-05920037.dn
SHEET #: 1 OF 1
DWG. # : R.1.1.2.037
? I
i
.1 ?.
WF18o43
{
045
8026
(1 1/
WF18044
' ?. 1802,
,WF18028 WF18
VVF18027

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
RE?PFORM?D FROM JUNE 2006 TO AUGUST006 ; .
S=- !9Z:44 -/-
zz,
ROBIN L. LEE, PILS L-3759 ' DATE
REVISED 3/19/2010 ADDED STREAM IMPACTS RLL
REVISED 5/26/2010 REMOVED STREAM IMPACTS RLL
NEUSE RIVER BUFFER IMPACT
STREAM 16 ZONE 1 ZONE 2 STREAM
WIDTH STREAM
LENGTH
SQ FT SQ FT LF LF
815 PERMANENT 638 635 6 40 S5
1816 TEMPORARY 1 _ 1858 1231 1 i
EXHIBIT 7
to
< 0
z
V)
Of
(A
z
C A,?""/,
0%,,,
S
SEAL
L-3759
UR
/IV I,
WETLAND FLAG COORDINATE TABLE
WETLAND FLAG NORTHING EASTING
WF1 7001 737576.33 2156155.09
WF1 7002 737548.42 2156114.92
WF1 7003 737583.27 2156112.52
WF1 7004 737580.19 2156092.28
WF1 7005 737587.96 2156065.41
WF1 7006 737617.33 2156063.49
WF1 7007 737626.43 2156081.08
WF1 7008 737633.43 2156098.44
WF1 7009 737640.46 2156117.88
WF1 7010 737602.45 2156134.07
SF1 601 737659.87 2156113.90
SF1 602 737595.76 2156205.01
N/F
CAROLYN J. EDWARDS
DS 7688 PG. 748
PIN: 1753-68-5780

20' TEMPORARY--
CONSTRUCTION EASEMENT
N/F
G&F PROPERTIES. LLC.
DB 8139 PG. 672
PIN: 1753-67-3147
PROPOSED 40' CITY OF RALEIGH
SANITARY SEWER EASEMENT
Boo
WF1 I
\ACINITY
IOT TO
ORM

SF1601,- N/F
IA110 G&F PROPERTIES, LLC.
DB 8139 PG. 672
700 17001 PIN: 1753-67-3147
- 008
SF1 602
005, WF1 002
700
WF1 7003-
CENTERLINE OF
POPLAR CREEK
LEGEND
NOTM,
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET.
2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY McKIMI & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "HOUSE" NC GRID COORDINATES OF N 732432.70 FEET, E 2152493.88 FEET
(NAD 83-NSRS-07). THESE GRID COORDINATES WERE DERIVED BY VIRS (VIRUAL REFERENCE
STATION) CPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 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 0.99990220
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc.
46
A14-A
44$? & C.. '01 R F E D
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone; [phone], Fax: [phone]
C- 0342
Internet Site: http://www.mckimcreed.com
WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY
OF
POPLAR CREEK SANITARY SEWER EXTENSION
FOR
CITY OF RALEIGH
DATE: AUGUST 1. 2009 SCALE: 11' = 100'
ST. MATTHEWS TOWNSHIP WAKE COUNTY NORTH CARI
TEMPORARY
IMPACT AREA
F7] PERMANENT BUFFER
IMPACT AREA
f771 STREAM
IMPACT AREA
DB DEED BOOK
BM BOOK OF MAPS
PG PAGE
R/W RIGHT OF WAY
WF WETLAND FLAG

FCOPS FEATURE CONTINUES
OFF PROJECT SITE
SCALE: 1 " = 100'
ft-41
PROJECT # : 00592-0037
PROJ. SVYR : RLL
DRAWN BY: CAM
FIELD BK. : -
COMP. FILE V111101-0120037.69
SHEET # I OF I
DWG. # : R.I.I.2.037

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 EY WERE P RFOED FROM JUNE 2006 TO AUGUST 2006.
?Tlv?ZD?o
ROBIN L. LEE, PLS L-3759 DATE
REVISED 3/19/2010 ADDED STREAM IMPACTS RLL
or%ncrn R9rAAr1VFr) CTRFAM IAAPArTC RII
NEUSE RIVER BUFFER IM PACT
STREAM 13 ZONE 1 ZONE 2 STREAM
WIDTH STREAM
LENGTH
SQ FT SQ FT LF LF
817 PERMANENT 645 427 23 42 S6
818 TEMPORARY 1870 1254
WETLAND FLAG COORDINATE TABLE
WETLAND FLAG NORTHING EASTING
1 1 736153.46 2155440.04
SE1 302 736025.25 2155645.11
WF14001 735909.21 2155658.96
WF14002 735867.29 2155646.55
WF14003 735810.85 2155633.68
WF14004 735770.86 2155623.37
WF14005 735808.21 2155602.03
WF14006 735808.07 2155555.47
WF14007 735837.01 2155538.09
WF14008 735823.26 2155504.95
WF14009 735869.44 2155526.68
WF14010 735895.62 2155541.48
WF14011 735920.50 2155576.62
WF14012 735910.12 2155586.58
WF14013 735918.80 2155624.80
\
/ /rSF1301 \
\
1-1
EXHIBIT 8
CA
?'O'?•,'%,
ssi 9` lam,
S EAL
L-3759
< 04
9y? SUR4 .c
/
/

20' TEMPORARY---,7
CONSTRUCTION EASEMENT /
?6U-, . /
S
r
eG ??F , ? ? r
1
.•\j?F
N /F
G&F PROPERTIES, LLC.
DB 8139 PG. 672
PIN: 1753-67-3147
20' TEMPORARY--_
CONSTRUCTION EASEMENT
WF'
- - - _ WF1401
N /F ?
SHERILL HOUSE PROPERTY LINE
REBECCA BASS HOUSE WF14009
DB 4669 PG. 668
BM 1990, PG. 228
PIN: 1753-55-3876 WF14008,
I-
n
00
0 I-
Qo
?V)
Z
INI
/A?
ay X-
J? r yl t.
/ f1 / I i
r /
\ ti /
PROPOSED 40' 1Y OF RALEIGH
-SANITARY SER EASEMENT
SF1302 1
% N,
1 WF14013 ? 4-- - - - - - - -
\
W1 400t, W4
=14010 ---?
4002 -"'
`14007 W3 .
WF14005
DOC *04D
VICINITY
40T TO
CENTERLINE OF
POPLAR CREEK
N /F
RACHEL P. TIBBENS
TIMOTHY L. HOLMQUIST
' DB 4189 PG. 277
PIN: 1753-66-5159
I PROPERTY LINE
CENTERLINE OF
CREEK IS
PROPERTY LINE
- - - _ - , - WF14006,Pk-
_WF140C
PROPERTY LINE
N /F
ELIZABETH J. HOUSE TRUSTEE
DB 8968 PG. 2302
BM 1985, PG. 569
PIN: 1753-55-4463

r
WETLAND
14000
PERMANENT
IMPACT AREA
=982 SQ.FT. (W3)
TEMPORARY
IMPACT AREA
=2,040 SQ.FT. (W4)
20' TEMPORARY
CONSTRUCTION EASEMENT

? I.
41
II
I?
1
NOTES*
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 & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "HOUSE" NC GRID COORDINATES OF N 732432.70 FEET, E 2152493.88 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
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99990220
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc.
4
vTVFM&
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
C-0342
Internet Site: http://www.mckimcreed.com
N/F
HARPER H. HOUSE
DOLLIE P. HOU SE
DB 4413 PG. 31
PIN: 1753-65-9299

LEGEND
® TEMPORARY
IMPACT AREA
+
+ PERMANENT BUFFER
+ IMPACT AREA
STREAM
IMPACT AREA
® PERMANENT WETLAND
IMPACT AREA
DB DEED BOOK
SM BOOK OF MAPS
PG PAGE
R/W RIGHT OF WAY
WF WETLAND FLAG
FCOPS FEATURE CONTINUES
OFF PROJECT SITE
SCALE: 1" = 100'
WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY
OF
POPLAR CREEK SANITARY SEWER EXTENSION
FOR
CITY OF RALEIGH
DATE: AUGUST 1, 2009 SCALE: 1' = 100'
ST. MATTHEWS TOWNSHIP WAKE COUNTY NORTH CAROLINA
PROJECT # : 00592-0037
PROD. SVYR : RILL
DRAWN BY : CAM
FIELD BK.: -
COMP. FILE : VWIUI-05920037.dwg
SHEET #: 1 OF 1
DWG. # : R.1.1.2.037
1
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
SURVEY - RE PF,RFO` R FROM JUNE 2006 TO AUGUST 2006.
ROBIN L. LEE, PLS L-3759 DATE
REVISED 3/19/2010 ADDED STREAM IMPACTS RILL
REVISED 5/26/2010 REMOVED STREAM IMPACTS RILL
PROPOSED 40' CITY OF RALEIGH)
SANITARY SEWER EASEMENT
20' TEMPORARY------'
CONSTRUCTION EASEMENT
STREAM ENDS AND
WETLAND BEGINS
WETLAND FLAG COORDINATE T LE
WETLAND FLAG NORTHING EASTING
WF70508 730002.13 2157468.37
WF70509 729997.02 2157502.39
WF70510 729976.91 2157515.96
WF70511 729980.45 2157545.65
WF70512 729983.08 2157595.01
WF70513 730000.50 2157622.69
WF70514 730017.13 2157636.31
WF70515 730035.21 2157651.20
WF70516 730053.56 2157648.25
WF70001 729526.49 2157782.04
WF70002 729537.60 2157766.58
WF70003 729561.20 2157756.38
WF70004 729581.22 2157747.22
WF70005 729574.37 2157735.82
WF70006 729598.80 2157724.65
WF70007 729631.56 2157722.47
WF70008 729668.73 2157704.04
WF70009 729710.17 2157684.54
WF70010 729744.90 2157693.51
WF70011 729787.09 2157690.81
WF70012
WF70013 729814.77
729846.47 2157683.84
2157662.24
WF70014 729855.66 2157632.95
WF70015 729821.38 2157628.26
WF70016 729788.06 2157597.47
WF70017 729806.29 2157565.74
WF70018 729825.38 2157538.35
WF70019 729867.67 2157508.04
WF70020 729881.62 2157471.94
SF7001 729935.85 2157287.17
SF7002 729913.67 2157461.31
OOo9
Oi
I\ \
\ 000
\ 0t
20' TEMPORARY-
CONSTRUCTION EASEMENT
EXHIBIT
'110 Al
`??-Q4?FESS70 9 lr
S E AL y
L-3759
? o
%,???QD yQ SUR`I?y

I N/F
RUTLEDGE LANDING HOMEOWNERS
\ ASSOCIATION, INC.
DB 9069 PG. 1195
PIN: 1752-88-5693
N /F
T.G. ADAMS AND SONS, INC.
DB 8732 PG. 1490
PIN: 1752-79-5003
CA OF POPLAR CRE
IS PROPERTY LINE
LEGEND
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 & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "HOUSE" NC GRID COORDINATES OF N 732432.70 FEET, E 2152493.88 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
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99990220
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc. 0 50
46 WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY
QMM OF
`>
POPLAR CREEK SANITARY
SEWER EXTENSION
1730 Varsity Drive, Suite 500 FOR
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone] CITY OF RALEIGH
C-0342
DATE: AUGUST 1, 2009 SCALE: 1" - 100'
Internet Site: http://www.mckimcreed.com ST. MATTHEWS TOWNSHIP WAKE COUNTY NORTH CAROL.II

® TEMPORARY
IMPACT AREA
+
+ PERMANENT BUFFER
; IMPACT AREA
STREAM
IMPACT AREA
® PERMANENT WETLAND
IMPACT AREA
DB DEED BOOK
BM BOOK OF MAPS
PG PAGE
R/W RIGHT OF WAY
WF WETLAND FLAG
FCOPS FEATURE CONTINUES
OFF PROJECT SITE
SCALE: 1" = 100'
PROJECT # : 00592-0037
PROJ. SVYR : RLL
DRAWN BY : CAM
FIELD BK.: -
COMP. FILE : VWI01-=0037.drg
SHEET f : 1 OF 1
DWG. III : R.1.1.2.037
NEUSE RIVER BUFFER IMPACT
OPEN WATER
BEAVER POND ZONE 1 ZONE 2 STREAM
IMPACT STREAM
WIDTH
SQ FT SQ FT LF LF
B26 TEMPORARY 0 917 0 0
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
SURVEY WERE PE OR D FROM JUNE 2006 TO A GUST 2006.
ROBIN L. LEE, PLS L-3759 DATE
REVISED 3/19/2010 ADDED STREAM IMPACTS RLL
REVISED 5/26/2010 REMOVED STREAM IMPACTS RLL
NEUSE RIVER BUFFER IMPACT
OPEN WATER ZONE 1 ZONE 2 STREAM
IMPACT STREAM
WIDTH
BEAVER POND SQ FT SQ FT LF LF
827 TEMPORARY 0 1,538 0 0
\
\ 1
E

EXHIBIT 14
CARo?" -,
SSr q< <Z
2 y
S EAL
L-3759
swi 4r"
YIV L
,
BEAVER DAM SWAMP
\ ` ? fiAAAA
WETLAND
50000
PERMANENT
IMPACT AREA (W12)
=1,346 SQ.FT.
TEMPORARY
IMPACT AREA (W13).
=5,026 SQ.FT.
1
I ?
I WF5C
20' TEMPORARY I
CONSTRUCTION EASEMENT I
I
I
1 .
PROPOSED 40' CITY OF RALEII
SANITARY SEWER EASEMENT
WF50013
60002
60001
506
WF5 7500 7 WF50508
0
WF50012 < 50009
\ 50008
20' TEMPORARY \
CONSTRUCTION EASEMENT \
\ WF50007
\
N/F 50006
\
T.G. ADAMS AND SONS, INC. \
DB 8732 PG. 1490 \
PIN: 1752-79-5003 \ 50005
\ 50004
WF50003
\ \ WF5
VICINITY M
IOT TO SC
N
1 .
POOLe

WETLAND FLAG CO RDINATE TABLE
WETLAND FLAG NORTHING EASTING
WF50001 728416.56 2158393.28
WF50002 728411.65 2158367.14
WF50003 728446.82 2158294.17
WF50004 728476.75 2158266.72
WF50005 728515.20 2158249.55
WF50006 728569.67 2158221.42
WF50007 728594.75 2158185.84
WF50008 728669.35 2158142.61
WF50009 728706.82 2158144.83
WF50010 728739.73 2158103.43
WF50011 728737.96 2158016.52
WF50012 728724.28 2157980.05
WF50013 728724.74 2157953.94
WF50501 728840.24 2158008.74
WF50502 728857.49 2158026.23
WF50503 728879.63 2158076.55
WF50504 728915.86 2158079.74
WF50505 728945.53 2158117.73
WF50506 728974.34 2158146.97
WF50507 728972.89 2158194.58
WF50508 728973.99 2158225.70
WF60001 729002.74 2158208.48
WF60002 729048.92 2158192.61
WF60003 729086.74 2158163.34

WF60004
r
729140.79
2158147.30
RUTLEDGE LANDING HOMEOWNERS 1
ASSOCIATION, INC.
DB 9069 PG. 1195 I I
PIN: 1752-88-5693
? I
? f
LEGEND
® TEMPORARY
IMPACT AREA
+a+ PERMANENT BUFFER
IMPACT AREA
STREAM
IMPACT AREA
® PERMANENT WETLAND
IMPACT AREA
NOTErs, I
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 & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "HOUSE" NC GRID COORDINATES OF N 732432.70 FEET, E 2152493.88 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
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99990220
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc. 0
V
4
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
C-0342
Internet Site: http://www.mckimcreed.com
WETLAND. STREAM AND RIPARIAN BUFFER IMPACT SURVEY
OF
POPLAR CREEK SANITARY SEWER EXTENSION
FOR

DB DEED BOOK
BM BOOK OF MAPS
PG PAGE
R/W RIGHT OF WAY
WF WETLAND FLAG
FCOPS FEATURE CONTINUES
OFF PROJECT SITE
SCALE: 1 100'
1
PROJECT # : 00592-0037
PROJ. SVYR : RLL
DRAWN BY : CAM
FIELD BK.: -
COMP. FILE : VWIO1-M20037.drg
SHEET # : 1 OF 1
CITY OF RALEIGH
DATE: AUGUST 1, 2009 SCALE: 1' = 100'
ST. MATTHEWS TOWNSHIP WAKE COUNTY NORTH CAROLINA
DWG. # : R.1.1.2.037
J
C/ L OF POPLAR CREEK
IS PROPERTY LINE
-IWF50504
I '
WF50503

o?
Qo
0_
0 to
?z
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
SURVEY/ERE PE OR FROM JUNE 2006 TO AUGUS 2006.
ROBIN L. LEE, PLS L-3759 DATE
REVISED 3/19/2010 ADDED STREAM IMPACTS RILL
REVISED 5/26/2010 REMOVED STREAM IMPACTS RILL
WETLAND
40000
PERMANENT
IMPACT AREA (W14)
=3,457 SQ.FT.
TEMPORARY
IMPACT AREA (W15)
=13,595 SQ.FT.
EDITH H. KIRK
DB 5143, PG. 602
BM 1989, PG. 1145
PIN # 1752-77-8419
EXHIBIT 15
= y'
SEAL
L-3759
PROPOSED 60' CITY OF RALEIGH
SANITARY SEWER EASEMENT
WF40019
WF40018 '
f
/ WF40020

VICINITY M
JOT TO SC
/
I
CA OF POPLAR CREEK
IS PROPERTY LINE
1,
WF40017 ! / I
WF40021 J /- /
J /
W40022
/
40016
ff / /
WF40015
WF40012 WF40014
W15
PROPERTY LINEWF40011 WF40013
V
. ' \ PROPOSED 60' CITY OF RALEIGH
SANITARY SEWER EASEMENT-,
`WF40010 WF4
\ N /F \ WF4Or-
\ JAMES WILLIS KIRK, JR. \
DB 10991, PG. 154
\ DB 9313, PG. 311 WF4\0009 WF4051
\ PIN # 1752-77-9194
\ WF40008 71
40023
IRA nrjc /
I
I /
/
N / .?
/
LLJ
)
I I •
= 7 I
W15

\ ?- N /F WF40007 40509
/
\ EDITH H. KIRK E- /
\ DB 5143, PG. 602 f==_ __-
\ BM 1989, PG. 1145
\ PIN # 1752-77-8419 fi s WF4p508

\ \ WF40005 W40 07/
r
/ WF40506 /
N/F
\ WF40004 WF40505
/
A. H. KIRK, HEIRS /
C/O C. M. KIRK
W14 =a WF40504
4-7E-- /
TE
CREEK
WETLAND FLAG COORDINATE TABLE
WETLAND FLAG NORTHING EASTING
WF40001 726657.81 2158154.94
WF40002 726710.89 2158126.44
WF40003 726780.04 2158116.49
WF40004 726845.45 2158110.43
WF40005 726925.17 2158108.37
WF40006 726967.38 2158123.42
WF40007 727007.46 2158096.98
WF40008 727074.02 2158090.81
WF40009 727129.77 2158076.09
WF40010 727204.36 2158072.96
WF40011 727290.44 2158051.62
WF40012 727321.14 2158098.42
WF40013 727304.46 2158161.38
WF40014 727341.05 2158182.60
WF40015 727391.64 2158185.50
WF40016 727460.09 2158164.50
WF40017 727555.25 2158180.64
WF40018 727627.38 2158214.05
WF40019 727667.08 2158291.78
WF40020 727576.96 2158291.29
WF40021 727525.98 2158266.03
WF40022 727461.25 2158261.89
WF40023 727386.94 2158264.66
WF40024 727360.24 2158235.57
WF40517 727343.73 2158240.82
WF40516 727332.61 2158274.78
WF40515 727284.15 2158296.01
WF40514 727258.42 2158288.72
WF40513 727198.18 2158272.77
WF40512 727168.73 2158254.60
WF40511 727125.15 2158223.71
WF40510 727063.96 2158224.04
WF40509 727009.52 2158222.12
WF40508 726942.22 2158239.85
WF40507 726923.22 2158204.94
WF40506 726887.75 2158156.01
WF40505 726866.02 2158167.35
WF40504 726847.48 2158154.25
WF40503 726796.86 2158151.12
WF40502 726751.19 2158155.24
WF40501 726701.19 2158182.88
DB 393, PG. 272 _f
PIN # 1752-76-8901 i_ -- - \_ I C/ OF POPLAR CREEK
/ WF4050 / S PROPERTY LINE
WF 003.
r-+
\ \ \ / N /F
WWF
/ EDITH H. KIRK KIRK
DB 5143, PG. 602 40002 / WF40501
BM 1989, PG. 1145
/ )PIN # 1752-77-8419
/ W40001
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 & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "HOUSE" NC GRID COORDINATES OF N 732432.70 FEET, E 2152493.88 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
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99990220
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc. 0
A
4
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
C-0342
Internet Site: http: //www.mckimcreed.com
WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY
OF
POPLAR CREEK SANITARY SEWER EXTENSION
FOR
CITY OF RALEIGH
DATE: AUGUST 1, 2009 SCALE 1' = 100'
ST. MATTHEWS TOWNSHIP WAKE COUNTY NORTH CAR(
LEGEND
® TEMPORARY
IMPACT AREA
+
+ PERMANENT BUFFER
y IMPACT AREA
STREAM
IMPACT AREA
® PERMANENT WETLAND
IMPACT AREA
DB DEED BOOK
SM BOOK OF MAPS
PG PAGE
R/W RIGHT OF WAY
WF WETLAND FLAG
FCOPS FEATURE CONTINUES
OFF PROJECT SITE
SCALE: 1" = 100'
1
PROJECT # : 00592-0037
PROD. SVYR : RILL
DRAWN BY : CAM
FIELD BK. : -
COMP. FILE : WYI01-=0037.dwg
SHEET # : 1 OF 1
DWG. # : 8.1.1.1037
Qo
?V)
Of
0 07
F Z
0 ?
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
SURVEY E :) ERF MED ROM JUNE 2006 TO ?AUGUST 006.
ROBIN L. LEE, PLS L-3759 DATE
REVISED 3/19/2010 ADDED STREAM IMPACTS RILL
REVISED 5/26/2010 REMOVED STREAM IMPACTS RLL
NEUSE RIVER BUFFER IMPACT
STREAM 4 ZONE 1 ZONE 2 STREAM
WIDTH STREAM
LENGTH
SQ FT SQ FT LF LF
828 PERMANENT 624 412
B29 TEMPORARY 3151 2174 10 63 410

EXHIBIT 16
0", C A RO/4%
S EAL 9
L-3759
q[Q??,??yrSUR1
WETLAND FLAG COORDINATE TABLE
WETLAND FLAG NORTHING EASTING
SF4001 726436.70 2157906.23
SF4002 726580.19 2157871.57
D ?
QO
0 V)
fr '-'-
01-1
N/F \
A. H. KIRK, HEIRS \
C/0 C. M. KIRK \
DB 393, PG. 272 \
PIN # 1752-76-8901 /

W
A g
- -I- - L/ SF40(
PROPERTY LINE J .
i
N /F
CLARENCE M. KIRK, JR., PHILIP KIRK
AND MELANIE K. KIRK
C/O CLARENCE M. KIRK, JR. 828
DB 4419, PG. 836
BM 1928, PG. 6
PIN # 1752-76-1267 {
LEGEND
%
E2 TEMPORARY
? IMPACT AREA
,
+ PERMANENT BUFFER
L IMPACT AREA
STREAM
IMPACT AREA
® PERMANENT WETLAND
IMPACT AREA
DS DEED BOOK
BM BOOK OF MAPS
PG PAGE
R/W RIGHT OF WAY
WF WETLAND FLAG
FCOPS FEATURE CONTINUES
OFF PROJECT SITE
d
r
/
\ • / N/F
1 / EDITH H. KIRK
PG. BM 5989, PG. 1610 5
f'IN # 1752-77-8419
I I ? .
S10
\ ?{ B29
i
? y

PROPOSED 60' QTY OF RALEIGH
--SANITARY SEWER EASEMENT
NOTIE-S-
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 & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "HOUSE" NC GRID COORDINATES OF N 732432.70 FEET, E 2152493.88 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
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99990220
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc.
VlCI<IM&
V
4
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
C- 0342
Internet Site: http: //www.mckimcreed.com
WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY
OF

SCALE: 1 " = 100'
POPLAR CREEK SANITARY SEWER EXTENSION
FOR
CITY OF RALEIGH
DATE: AUGUST 1, 2009 SCALE: 1' = 100'
ST. MATTHEWS TOWNSHIP WAKE COUNTY NORTH CAROLINA
SITE
VICINITY
IOT TO
CREEK
PROJECT # : 00592-0037
PROJ. SVYR : RLL
DRAWN BY : CAM
FIELD BK.: -
COMP. FILE : WYI01-05920037.drg
SHEET # : 1 OF 1
DWG. # : R.1.1.2.037
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
SURVEY WE-RE FORM FROM JUNE 2006 TO AUGU T 2006.
?__ ? LCD ZC//G?
ROBIN L. LEE, PLS L-3759 DATE
REVISED 3/19/2010 ADDED STREAM IMPACTS RILL
REVISED 5/26/2010 REMOVED STREAM IMPACTS RLL
NEUSE RIVER BUFFER IMPACT
STREAM 2 ZONE 1 ZONE 2 STREAM
WIDTH STREAM
LENGTH
SQ FT SQ FT LF LF
PERMANENT 0 0
TEMPORARY 0 0 5 76 S12
LEGEND
® TEMPORARY
IMPACT AREA
+y+ PERMANENT BUFFER
IMPACT AREA
STREAM
IMPACT AREA
® PERMANENT WETLAND
IMPACT AREA
DB DEED BOOK
BM BOOK OF MAPS
PG PAGE
R/W RIGHT OF WAY
WF WETLAND FLAG
FEATURE CONTINUES
FCOPS
OFF PROJECT SITE
WF 30005 r
r
r
WF 3000
13 WF 30006 r
WF
WF 30002
WF 30001
WF 20005 " WF'
WF
?1 WF 20004
N/F
CLARENCE M. KIRK, JR., PHILIP KIRK WF
AND MELANIE K. KIRK
EXHIBIT 17
5S1 y9` ?/'L
SEAL
L-3759
9yo s U RN?y <4

/
SITE
1 * \` / \ EEK
VICINITY M
IOT TO SC
PROPOSED 60' CITY OF RALEIGH
,SANITARY SEWER EASEMENT
WF 30007 /
D /
.r
/
17
r?

C/O CLARENCE M. KIRK, JR.
DB 4419, PG. 836 20002 WF .'20&9 BM 1928, PG. 6 . / /
PIN # 1752-76-1267 20001
i WF 14015
WF 10014
WF x0009
WF 10008
WF 10007 WF 1 06
;ED 60' CITY OF RALEI(
?ARY SEWER EASEMENT
PROPERTY LINE
1
N /F
SHIRLEY PARKER WILLIS
DB 915, PG. 107
PIN # 1752-65-4775
=555 SQ.FT.
/10019
tN11-CA OF POPLAR CREEK
10020
? WF•10021
WF 1000
`W 10001
I I
,SF3002 E
)
'w S11
1 SF?3001
2001
I 1
WETLAND FLAG COORDINATE TABLE
WETLAND FLAG NORTHING EASTING
WF30001 726224.77 2157622.93
WF30002 726278.04 2157580.43
WF30003 726309.48 2157576.87
WF30004 726336.73 2157628.08
WF30005 726379.77 2157692.98
WF30006 726318.43 2157705.04
WF30007 726248.98 2157688.27
WF30008 726213.77 2157655.20
WF20001 726051.79 2157671.12
WF20002 726096.04 2157658.86
WF20003 726133.56 2157645.23
WF20004 726172.83 2157636.73
WF20005 726214.67 2157615.45
WF20006 726201.49 2157638.59
WF20007 726188.14 2157640.44
WF20008 726149.15 2157650.95
WF20009 726083.70 2157672.98
WF10001 725721.38 2157690.97
WF10002 725719.83 2157666.48
WF10003 725773.54 2157645.25
WF10004 725817.69 2157626.14
WF10005 725861.43 2157569.34
WF10006 725867.60 2157511.78
WF10007 725863.16 2157465.91
WF10008 725927.75 2157431.63
WF10009 725992.97 2157432.21
WF10010 725956.44 2157481.34
WF10012 725950.05 2157537.92
WF10013 725987.73 2157575.32
WF10014 726008.97 2157615.71
WF10015 726035.85 2157662.89
WF10016 725997.28 2157653.92
WF10017 725953.74 2157632.51
WF10018 725909.91 2157660.63
WF10019 725840.23 2157660.09
WF10020 725791.85 2157650.58
WF10021 725725.70 2157679.88
SF4001 726436.70 2157906.23
SF4002 726580.19 2157871.57
SF3001 725526.94 2157676.93
SF3002 725600.59 2157595.36
SF2001 725419.35 2157669.51
SF2002 725597.60 2157438.24
NEUSE RIVER BUFFER IMPACT
STREAM 3 ZONE 1 ZONE 2 STREAM
WIDTH STREAM
LENGTH
SQ FT SQ FT LF LF
PERMANENT
TEMPORARY 0 0 5 20 S11
NQgSe
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 & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "HOUSE" NC GRID COORDINATES OF N 732432.70 FEET, E 2152493.88 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) SCALE: 1" = 100'
POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99990220
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc. 0 50 100 200
WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY PROJECT # : 00592-0037
l*** OF PROD. SVYR : RLL
e
? NFM&
CMED

POPLAR CREEK SANITARY SEWER EXTENSION
DRAWN BY :
FIELD BK.:
CAM
-
1730 Varsity Drive. Suite 500 COMP. FILE : VWI01-05920037.dwg
Raleigh, North Carolina 27606 FOR SHEET # : 1 OF 1
Phone: [phone], Fax: [phone] CITY OF RALEIGH
C-0342
DATE AUGUST 1, 2009 SCALE 1' = 100'
Internet Site: http: //www.mckimcreed.corn ST. MATTHEWS TOWNSHIP WAKE COUNTY NORTH CAROLINA DWG. # : R.1.1.2.037
10013
WIF
w 10010
W18 r
yyF 10012
S` - 1
wF 10
WF 10005
W19 WF 10004' J
WF 100P3
wFj 1D61s
WF /IOQ17
j
01? /
l
WETLAND
20000
PERMANENT
IMPACT AREA (W16)
=118 SQ.FT.
TEMPORARY
/ IMPACT AREA (W17)
WETLAND
10000
PERMANENT
IMPACT AREA (W18)
=887 SQ.FT.
TEMPORARY
IMPACT AREA (W19)
=4438 SQ.FT.
D
Q O
D! Z
C7
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
SURVEY WERE PER1 RME FROM JUNE 2006 TO AUGUST 2006.
ROBIN L. LEE, PLS L-3759 DATE
REVISED 3/19/2010 ADDED STREAM IMPACTS RILL
REVISED 5/26/2010 REMOVED STREAM IMPACTS RILL
NEUSE RIVER BUFFER IMPACT
STREAM 1 ZONE 1 ZONE 2 STREAM
WIDTH STREAM
LENGTH
SQ FT SQ FT LF LF
B30 PERMANENT 461 331 12 77 S14
B31 TEMPORARY 3072 1171
630 PERMANENT 519 236 7 77 S15
B31 TEMPORARY 2623 1230
WETLAND FLAG COORDINATE TABLE
WETLAND FLAG NORTHING EASTING
WF1001 724512.86 2157187.88
WF1002 724585.01 2157037.42
LEGEND
® TEMPORARY
IMPACT AREA
+
+ PERMANENT BUFFER
y IMPACT AREA
STREAM
IMPACT AREA
PERMANENT WETLAND
IMPACT AREA
DB DEED BOOK
BM BOOK OF MAPS
PG PAGE
R/W RIGHT OF WAY
WF WETLAND FLAG
FEATURE CONTINUES
FCOPS OFF PROJECT SITE
EXHIBIT 18
CA/?
o
Q?pF S f0,?9` ?j'.,
SEAL
L-3759
S U
tt?tiy ??
M
aD
ar-
Q O
z
a cn
?z
Q ?
POOLE
S, !T? ?EEK
tt
VICINITY
40T TO
/

/

r / f

SEE EXHIBIT 18 /
SHEET 2 FOR WETLAND J
FLAG TABLE
831
JJ'
S15
WF1002
'9. WF1001
? N, S14 t
N/F
SHIRLEY PARKER WILLIS .
DB 915, PG. 107
PIN # 1752-65-4775
831 !" ? •
? i
PROPOSED 60' CITY OF RALEIGH
SANITARY SEWER EASEMENT
I I
?i
I I
i
f
4c??w
i?
l
KOF POPLAR CREEK
IS PROPERTY LINE
I
-_ R W
1 GRASSHOPPER ROAD
NCSR 2511
R /W (60' R/W)
NaTESe
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 & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "HOUSE" NC GRID COORDINATES OF N 732432.70 FEET, E 2152493.88 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
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99990220
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc. 0 50
WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY
e.4 AflOAPOPLAR CREEK SANITARY SEWER EXTENSION
1730 Varsity Drive, Suite 500 FOR
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone] CITY OF RALEIGH
C-0342
DATE: AUGUST 1. 2009 SCALE: 1" = 100'
Internet Site: http: //www.mekimcreed.com ST. MATTHEWS TOWNSHIP WAKE COUNTY NORTH CAROUP
SCALE: 1" = 100'
1
PROJECT # : 00592-0037
PROJ. SVYR : RLL
DRAWN BY : CAM
FIELD BK.: -
COMP. FILE : VW101-05920037.drg
SHEET # : 1 OF 1
DWG. # : R.1.1.2037
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
SURVEY WERE PERF RME FROM JUNE 2006 TO AUGUST 2006.
ROBIN L. LEE, PLS L-3759 DATE
REVISED 3/19/2010 ADDED STREAM IMPACTS RILL
REVISED 5/26/2010 REMOVED STREAM IMPACTS RILL
NEUSE RIVER BUFFER IMPACT
STREAM 1 ZONE 1 ZONE 2 STREAM
WIDTH STREAM
LENGTH
SQ FT SO FT LF LF
B30 PERMANENT 461 331 12 77 S14
B31 TEMPORARY 3072 1171
B30 PERMANENT 519 236 7 77 S15
B31 TEMPORARY 2623 1230
WETLAND FLAG COORDINATE TABLE
WETLAND FLAG NORTHING EAS11NG
WF1001 724512.86 2157187.88
WF1002 724585.01 2157037.42
LEGEND
® TEMPORARY
IMPACT AREA
+
+ PERMANENT BUFFER
y IMPACT AREA
STREAM
IMPACT AREA
PERMANENT WETLAND
IMPACT AREA
DB DEED BOOK
BM BOOK OF MAPS
PG PAGE
R/W RIGHT OF WAY
WF WETLAND FLAG
FCOPS FEATURE CONTINUES
OFF PROJECT SITE
EXHIBIT 18
2 Q ? y
S EAL
L-3759
S U 10 4f.,
%
M
00
0 I-
QO
z.Of
0 (/)
Fy z
C7 `?
f,
f
i
/
r
/ r
/
SEE EXHIBIT 18 /
SHEET 2 FOR WETLAND f
FLAG TABLE J r
831
S15
WF1002 \ ?t
BU' ?CRI WF1001
\?? \ S14
N /F
SHIRLEY PARKER WILLIS \
DB 915, PG. 107
PIN # 1752-65-4775
831 r
PROPOSED 60' CITY OF RALEIGH ?. I
SANITARY SEWER EASEMENT I
i I
I I
?I
_ I I
i
l rr
r ti/
rrA:?
SITE
*
VICINITY
NOT TO
/ i
f
V r/
KCA OF POPLAR CREEK
IS PROPERTY LINE
GRASSHOPPER ROAD
NCSR 2511
R W 160' R/W)
NQTM`
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 & CREED.
3. THE COORDINATES SHOWN ON THIS PLAT ARE GROUND COORDINATES LOCALIZED AROUND AN
NCGS MONUMENT, "HOUSE" NC GRID COORDINATES OF N 732432.70 FEET, E 2152493.88 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
MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR
LOCALIZATION WAS 0.99990220
4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc. 0
V
v1r00*4f11Q[N4
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
C-0342
Internet Site: http: //www.mckimcreed.com ST
WETLAND, STREAM AND RIPARIAN BUFFER IMPACT SURVEY
OF
POPLAR CREEK SANITARY SEWER EXTENSION
FOR
CITY OF RALEIGH
DATE: AUGUST 1, 2009 SCALE: 1' = 100'
THEWS TOWNSHIP WAKE COUNTY NORTH CAR(
SCALE: 1" = 100'
1
PROJECT # : 00592-0037
PROJ. SVYR : RU.
DRAWN BY : CAM
FIELD BK.: -
COMP. FILE : VW101-05920037.69
SHEET # : 1 OF 1
DWG. # : R.1.1.2037