20061203 Ver 8_401 Application_20120912

Western Wake Regional Wastewater
Management Facilities
Prepared for
The Town of Cary
North Carolina Department of Environment and
Natural Resources
Green Level Force Main and Gravity Sewer Section 401
General Certification 3884 Pre - Construction
Notification Package
September 2012
Brown AND Caldwell

Western Wake Partners
' - * Regional Wastewater
Management Facilities
September 21, 2012
Mr. Ian McMillan
North Carolina Department of Environment and Natural Resources
Division of Water Quality — 401 /Wetlands Unit
Archdale Building
1650 Mail Service Center
Raleigh, North Carolina 27699 -1650
RE: Town of Cary Green Level Force Main and Gravity Sewer
Western Wake Regional Wastewater Management Facilities
Dear Mr. McMillan:
C, (V -12.03 Ug
Please find enclosed five signed copies of the Green Level Force Main and Gravity
Sewer — Section 401 /General Certification 3884 Pre - Construction Notification (PCN)
Application Package per your direction. The proposed project is one of the projects
related to the facilities under the Final Environmental Impact Statement (EIS) for the
Western Wake Regional Wastewater Management Facility (December 2009).
The project results in a total of 0.06 acre of permanent impacts to wetlands and no
permanent impacts to streams. Mitigation for the impacts will be satisfied by purchasing
credits through the Cripple Creek Stream & Wetland Mitigation Bank.
Please feel free to contact our consultant, Mr. Ken Bruce of Brown and Caldwell,
telephone 919 - 233 -9178 or email kbruce @brwncald.com, if you need further information
or would like to discuss this request.
Best Regards,
QL P7_1e��
Stephen J. Brow V, P.E.
Director of Public Works and Utilities
Town of Cary
Western Wake Partners Project Director
SJB:ja
400 James Jackson Avenue Cary, NC 27513 ■ PO Box 8005 Cary, NC 27512
(919) 469 -4090 ■ www.westernwakepartners.org

Green Level Force Main and Gravity Sewer
Section 401 General Certification 3884 Pre - Construction
Notification Package
4
Prepared for
Town of Cary
September 20, 2012
5430 Wade Park Boulevard, Suite 200
Raleigh, NC 27607

Table of Contents
Listof Figures ........................................... ...............................
Listof Tables ............................................ ...............................
Listof Abbreviations ............................................................................................................... .............................ii
Permit Application - Additional Block Information ............................................................ ..............................1
Block B.3.a: Existing Conditions on Site and General Land Use in the Vicinity of Project at Time of
Application.......... .................................................................................................. ..............................1
BlockB.3.d: Proposed Project Purpose ........................................................................ ..............................1
Block B.3.e: Overall Project Description ....................................................................... ..............................1
Blocks C.2 & CA Surface Area in Acres of Wetland or Stream Impacts .................. ............................... 2
Block D.1: Description of Avoidance, Minimization, and Compensation .................. ............................... 3
Block D.6.h: Proposed Impacts on Riparian and Watershed Buffers ....................... ............................... 4
Block F.1.C: Environmental Documentation ............................................................... ..............................5
BlockE.2.c: Stormwater .............................................................................................. ............................... 5
Block F.3.b: Cumulative Impacts .................................................................................. ..............................5
BlockF.4.a: Sewage Disposal ...................................................................................... ............................... 5
Appendix A: Green Level Force Main - Preliminary Jurisdictional Determination Package .......................... A
Vicinity Map'
Aerial Map with Delineation Boundary'
USGS Topographic Map with Delineation Boundary'
NRCS Soils Map with Delineation Boundary'
Wake County Parcels'
USFWS National Wetland Inventory Mapping'
Preliminary Jurisdictional Determination Form2
Wetland Determination Form'
North Carolina Division of Water Quality Stream Identification Form, Version 4.11'
Green Level Force Main Wetlands Delineation Exhibit'
Appendix B1: Green Level Gravity Sewer - Jurisdictional Determination Package ......... ............................... B
Project Vicinity Map'
Wake County Soils Survey'
Approved Jurisdictional Form'
Wetland Determination Data Forms2
Green Level Interceptor Wetlands Delineation Exhibit'
' Included in January 28, 2011 submittal by EcoEngineering
Appendix B2: Green Level Gravity Sewer - Woodlands - Preliminary Jurisdictional Determination
Package......................................................................................................................... ............................... B
Project Vicinity Map'
Wake County Soils Survey'
P \Cary\133274 - Western Wake EIS Adwsory\111 Perinitting Assistance\04 -Indiv 401_404 Green Level FM_GS\NCDWQ 401 Information\PCN- Additional Block
Information for signature 092112 docx

Green Level Force Main and Gravity Sewer
Section 401 General Certification 3884 Pre - Construction Notification
Preliminary Jurisdictional Determination Forme
Wetland Determination Data Forms2
Green Level Interceptor Wetlands Delineation Exhibit2
Table of Contents
Appendix C: Wetland and Stream Quality Assessment Forms ......................................... ............................... C
Appendix D: Green Level Force Main and Gravity Sewer - Wetland and Stream Impact Maps ................... D
Appendix E: Addresses for Adjoining Property Owners ..................................................... ............................... E
Appendix F: Additional Certificates and Approvals ............................................................ ............................... F
List of Figures
Figure 1 -1. Proposed Regional Wastewater Facilities
Figure 1 -2. Proposed Project Facilities: Green Level Force Main and Gravity Sewer
Figure 1 -3. Reference Key to Delineation Report Appendices
Figure 1 -4. Proposed Green Level Force Main and Gravity Sewer - Existing Conditions
Figure 1 -5. Proposed Green Level Force Main and Gravity Sewer Site Layout
Figure 1 -6. Typical Wetland and Stream Trench Section
List of Tables
Table 1. Temporary and Permanent Stream and Wetland Impacts ............................... ............................... 3
Table 2. Compensatory Mitigation Requirements ............................................................. ..............................4
Table 3. Riparian Buffer Impacts and Compensatory Mitigation Requirements ............ ..............................4
List of Abbreviations
ac
acre
EEP
ecosystem enhancement program
EIS
Environmental Impact Statement
gpd
gallons per day
JD
jurisdictional determination
If
linear feet
mgd
million gallons per day
NCDWQ
North Carolina Division of Water Quality
NEPA
National Environmental Policy Act
PS
Pump Station
USACE
United States Army Corps of Engineers
WRF
water reclamation facility
WWTP wastewater treatment plant
P \Cary\133274 - Western Wake EIS Adv sory\111 Permitting Ass stance \04 -Indw 401_404 Green Level FM_GS \NCDWQ 401 Information \PCN - Additional Block
Informatw for signature 092112 docx

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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
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b. 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):
® 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
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2. Project Information
2a. Name of project:
Green Level Force Main and Gravity Sewer Project
2b. County:
Wake
2c. Nearest municipality / town:
Cary, NC
2d. Subdivision name:
N/A Ilia .115 VIP L�i W bg nh I
2e. NCDOT only, T.I.P. or state
project no:
N/A S E _��F
3. Owner Information
3a. Name(s) on Recorded Deed:
Town of Cary wetlands A R QUAU±Y
See Appendix A
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
Stephen J. Brown
3d. Street address:
Public Works and Utilities Operations Center, 420 James Jackson Ave.
3e. City, state, zip:
Cary NC, 27513
3f. Telephone no.:
919 - 469 -4092
3g. Fax no.:
919 - 469 -4304
3h. Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner) - N/A
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b
Name:
4c.
Business name
(if applicable):
-
4d. Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Kenneth W. Bruce
5b.
Business name
(if applicable):
Brown and Caldwell
5c.
Street address:
5430.Wade Park Blvd, Suite 200
5d. City, state, zip:
Raleigh, NC 27607
5e. Telephone no.:
919 - 233 -9178
5f.
Fax no.:
919 - 233 -0144
5g.
Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
See Appendix A, "Green Level Interceptor Wetlands
Delineation Exhibit, sheet 4 of 15"
1 b. Site coordinates (in decimal degrees):
Latitude: 74.908211 Longitude: - 35.791550
(DD DDDDDD) (- DD.DDDDDD)
1 c. Property size:
9.30 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
UT to White Oak Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS -IV; NSW
2c. River basin:
Cape Fear & Jordan Lake
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: See Attachment "Additional Block Information"
3b. List the total estimated acreage of all existing wetlands on the property:
4.66 acres.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
13,679 feet.
3d. Explain the purpose of the proposed project:
See Attachment "Additional Block Information"
3e. Describe the overall project in detail, including the type of equipment to be used:
See Attachment "Additional Block Information"
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes El No El Unknown
project (including all prior phases) in the past.
Comments: See Appendices A, B -1 and B -2.
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: EcoEngineering
Name (if known): Kevin Yates (EcoEngineering), Ben Nash
Other: Brown and Caldwell
(Brown and Caldwell)
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
First Part Approved: 02/01/2011, Expiration Date: 02/01/2016. Second Part Approved 08/23/12, Expiration Date:
08/23/17. See Appendices, A, B -1 and B -2 (Jurisdictional Delineation).
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.
401/404 Certifications for Western Wake Regional Wastewater Management Facilities issued following EIS Record of
Decision on July 21, 2010. No permits have been requested issued for this specific project previously.
6. Future Project Plans
6a. Is, this a phased project?
❑ Yes - ® No
6b. If yes, explain.
Page 3 of 10
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
2. Wetland Impacts — See Appendices A, Bi, 132, C
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
W 1 ❑ P ®T
M, E
H, S
❑ Yes
0 N
® Corps
❑DWQ
0.0002
W2 ®P ®T
M, E
H, S
❑ Yes
® No
® Corps
❑ DWQ
0.024 / 0.066
W3 ®P ®T
M, E
H, S
❑ Yes
® No
® Corps
❑ DWQ
0.008 / 0.021
W4 ®P ®T
M, E
H, S
❑ Yes
® No
® Corps
❑ DWQ
0.020 / 0.061
W5 ❑ P ®T
M, E
H, S
❑ Yes
® No
® Corps
❑ DWQ
0.0002
W6 ®P ®T
M, E
H, S
❑ Yes
® No
® Corps
❑ DWQ
0.0074 / 0.021
2g. Total wetland impacts
0.06/0.17
2h. Comments: M = Mechanized clearing; E = Excavation
H = Herbaceous; S = Scrub / shrub
3. Stream Impacts — See Appendices A, B1, 132, C
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
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ®T
M, E
UT to White Oak
® PER
® Corps
20
41
Creek
❑ INT
❑ DWQ
S2 ❑ P ®T
M, E
UT to UT to White
❑ PER
® Corps
3
57
Oak Creek
® INT
❑ DWQ
S3 ❑ P ®T
M, E
UT to White Oak
® PER
® Corps
10
5
Creek
❑ INT
❑ DWQ
S4 ❑ P ® T
M, E
UT to UT to White
® PER
❑ Corps
6
46
Oak Creek
❑ INT
❑ DWQ
S5 []PMT
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
149
3i. Comments: Several of the existing streams have rock bottoms. The invert of the streams will be replaced with similar
stone or rip rap to the preconstruction invert.
M = Mechanized clearing; E = Excavation
Page 4 of 10
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts - N/A
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
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction - N/A
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 purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWd) - See Appendix D
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar - Pamlico ® Other: Cape Fear /
Project is in which protected basin?
❑ Catawba ❑ Randleman Jordan Lake
6b.
6c.'
6d.
6e.
6f.
6g.
Buffer impact
number -
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
re uired?
61 ❑ P ®T
NEU1
UT to White Oak Creek
® Nos
2,936.82
1,967.16
B2 ❑ P ®T
NEU1
UT to UT to White Oak Creek
® Yes s
3,336.56
1,956.48
63 ❑ PC] T
NEU1
UT to White Oak Creek
® Nos
1,529.96
1,032.55
B4 ❑ P ®T
NEU1
UT to U to White Oak Creek
El YesT
® No
2,644.21
1,783.64
B5 ❑ P ®T
NEU1
UT to White -Oak Creek
❑ Nos
0
232.00
6h. Total buffer impacts
10,447 55
6,971 83
61. Comments: NEU1 = Non - electric utility line, perpendicular crossing of stream, that disturbs less than 40 linear feet of
riparian buffer with maintenance corridor equal to or less than 10 feet in width. See Appendix D.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See Attachment "Additional Block Information"
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See Attachment "Additional Block Information"
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
® Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
® DWQ ® Corps
2c. If yes, which mitigation option will be used for this
project?
® Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Cripple Creek Stream and Wetland Mitigation Bank
3b. Credits Purchased (attach receipt and letter)
Type Riparian
Wetland
Quantity 0.14 acre
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:
0 linear feet
4c. If using stream mitigation, stream temperature: N/A
❑ warm ❑ cool ❑cold N/A
4d. Buffer mitigation requested (DWQ only):
0 square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
Fa. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
N/A
Page 6 of 10
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
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: See Attachment "Additional Block Information"
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes No
Comments: No additional discharges proposed as a part of this project
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
<1% approximately 0.0332%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Utility project permitted by NW12 or IP.
See Attachment "Additional Block Information"
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
N/A
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? N/A
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Town of Cary, NC
® 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? WA. See 1 b. above.
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply): N/A
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached? N/A
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? N/A
❑ Yes ❑ No
5b Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 8 of 10
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: Record of Decision signed July 21, 2010. See Attachment "Additional
Block Information"
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.
Town of Cary secondary and cumulative impacts are addressed under the Town's approved SCI Master Mitigation Plan.
See Attachment "Additional Block Information"
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.
N /A. No new wastewater will be generated with this project. See Attachment "Additional Block Information"
Page 9 of 10
PCN Form — Version 1.3 December 10, 2008 Version

c
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?
Reference Appendix F for correspondence.
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?
Reference Appendix F for correspondence.
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?
Reference Appendix F for correspondence.
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: This proposed project will consist of temporary impacts only.
There will be no permanent impacts in the flood -way or the flood - plain. The construction corridor will be returned to the
pre - construction grade /topography. Only one manhole will be installed in the flood -way. This manhole (MH #16 at
Station 55 +05) will be installed flush with the existing ground.
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Panel 0723, Map # 3720072300J and
FEMA FIRM Panel 0724, Map #3720072400J.
Stephen J. Brown, PE
'ZS' 26 Z
Applicant/Agent's Printed Name
Appl ant/ ent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 10 of 10

Permit Application - Additional
Block Information
Block B.3.a: Existing Conditions on Site and General Land Use in the
Vicinity of Project at Time of Application
The project is to be constructed as shown on Figure 1 -1, in existing and proposed sewer easement along
Greenlevel -to- Durham Road, Green Level Church Road, and along an unnamed tributary to White Oak
Creek. The land use in the vicinity of the northern portion of the project is predominantly residential.
The land in the vicinity of the southern portion of the project was formerly agricultural and large -lot
residential.
Block B.3.d: Proposed Project Purpose
The purpose of the proposed project is to provide wastewater service to portions of the Town of Cary in
order to meet existing and forecasted demand for these areas. This project is also a component of the
Western Wake Regional Wastewater Management Facilities project, which will provide the foundation for
the regional wastewater service capacity to meet existing and forecasted demand in the project service
area. The need for the proposed project is to provide wastewater treatment capacity for the projected
population growth and the associated increase in land development in western Wake County, specifically
Towns of Apex, Cary, and Morrisville.
Block B.3.e: Overall Project Description
The proposed activity is to build a regional wastewater system that includes the construction of influent
conveyance facilities, a single water reclamation facility (WRF), and effluent conveyance facilities in
western Wake County and Chatham County, North Carolina to serve the Towns of Apex, Cary, Morrisville,
and RTP South. The WRF, currently under construction, will have a treatment capacity of 30- million
gallons per day (mgd) and a discharge capacity of 38 -mgd. The effluent from the WRF will ultimately be
discharged to the Cape Fear River downstream of Buckhorn Dam.
The regional wastewater system includes the following infrastructure as shown on Figure 1 -1:
Proposed Project
• Cary Green Level Force Main and Gravity Sewer
Permitted Under USACE Action ID SAW - 2005 -20159 and NCDWQ #2006 -1203
• West Cary Pump Station expansion
• West Cary Force Main (Influent Pipeline) - West Cary Pump Station to West Reedy Branch Gravity
Sewer,
• West Reedy Gravity Sewer (Influent Pipeline) - West Cary Force Main to Beaver Creek Pump Station
• Western Wake Beaver Creek Gravity Sewer (Influent Pipeline) - Richardson Road to Beaver Creek
Pump Station
• Beaver Creek Pump Station
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• Beaver Creek Force Main (Influent Pipeline) - Beaver Creek Pump Station to the Western Wake WRF
Site
• Western Wake WRF
• Water and Electric Utility Lines to the Western Wake WRF Site
• Effluent Pump Station located on WRF Site, Force Main, and Outfall
Future Projects
• Apex Beaver Creek Gravity Sewer
• Cary Indian Creek Force Main and Gravity Sewer
The proposed project, Cary Green Level Force Main and Gravity Sewer (Figure 1 -2), is a component of the
regional wastewater system that is located in western Wake County and will service sections of the Town
of Cary. The project includes construction of approximately 13,720 linear feet of underground sanitary
sewer line. The project will connect to the existing West Cary Pump Station (PS), which is already in
service. Wastewater from the West Cary PS will flow to the Beaver Creek PS and into the Western Wake
WRF.
An independent contractor will install the sewer mains using a variety of equipment including a track
hoe, end loader, back hoe, dump truck, and compactor. Per Town of Cary specifications, no construction
will begin before all erosion control measures are installed and approved by a Town of Cary Inspector.
Silt fence will be installed along the construction corridor and rock check dams will be installed along the
downstream edge of the construction corridor. All inlets will be protected.
As a result of the project, there will be temporary and permanent impacts to wetlands and temporary
impacts to streams. The permanent wetland impacts are a result of a 10 -foot wide permanent access
directly over the proposed gravity sewer line. Streams will be brought back to pre - construction
conditions resulting only in a temporary impact.
The future sewer line projects for Apex and Cary are not part of this application and will be permitted
independently in the future depending on the capacity needs for those lines.
Blocks C.2 & C.3: Surface Area in Acres of Wetland or Stream Impacts
Wetlands were delineated at the Green Level Force Main (Appendix A) and Gravity Sewer (Appendix B1
and 132) site in accordance with the USACE 1987 Wetlands Manual. Figure 1 -3 provides the location of
the delineation areas referenced in the above appendices. The United States Army Corps of Engineers
( USACE) Stream Quality Assessment Worksheet and the North Carolina Division of Water Quality
( NCDWQ) Stream Identification Form were completed for all stream crossings, perennial and
intermittent, and the NCDWQ Guidance for Rating the Values of Wetlands in North Carolina, Fourth
Version, was completed for all wetland crossings (Appendix C). Existing conditions of the project site can
be found on Figure 1 -4.
The site layout of the proposed project has been developed as seen on Figure 1 -5. As a result of the
construction activities related to the Green Level Gravity Sewer project, there will be temporary and
permanent impacts to wetlands and temporary impacts to streams as summarized in Table 1. The total
permanent impact for the proposed project is 0.06 acres of wetlands and the total temporary impact of
the proposed project is 149 linear feet of stream (92 linear feet of perennial and 57 linear feet of
intermittent) and 0.17 acres of wetlands (Appendix D). The construction activities for the Green Level
Force Main project will result in no permanent impacts to wetlands or streams.
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Green Level Force Main and Gravity Sewer Additional Block
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Table 1. Temporary�.
Impact Area Impact Type
Proposed Proposed
Temporary Impact Permanent Impact
Total Proposed
,Impacts
i
Wetland
0.0002 ac
0 ac
0.0002 ac
2
Wetland
0.066 ac
0.024 ac
0.09 ac
3
Wetland
0.021 ac
0.008 ac
0.029 ac
4
Wetland
0.061 ac
0.02 ac
0.081 ac
5
Wetland
0.0002 ac
0 ac
0.0002 ac
6
Wetland
0.021 ac
0.0074 ac
0.0284 ac
Total Wetlands
0.17 ac
0.06 ac
0.23 ac
1
Perennial Stream
41 If
0 If
47 If
2
Intermittent Stream
57 If
0 I
57 If
3
Perennial Stream
5 If
0 If
5 If
4
Perennial Stream
46 If
0 If
46 If
Total Streams
149 H
0 ff
149 ff
Block D.1: Description of Avoidance, Minimization, and Compensation
Avoidance and Minimization. A majority of the gravity sewer line will be installed in lower upland areas
to avoid impacts to wetland and stream areas. Portions of the gravity sewer line will be installed within
wetlands and streams. Wetlands and streams will be temporarily impacted at these crossings, but
wetland soils would be restored and revegetated and streams will be regraded and revegetated upon
completion of construction. At wetland and stream crossings the vegetation may be permanently altered
from forested to herbaceous or scrub -shrub cover.
Design and construction techniques are being included to minimize impacts to streams and wetlands at
the crossings. Where possible, crossings will be perpendicular to streams and will use existing crossings
to enhance the stability of the line and reduce erosion. Stream crossings are considered high priority
lines and would be inspected at least every six months in accordance with a State issued wastewater
collection system permit. A typical stream crossing will have a minimum depth of 36 Inches or greater,
where feasible depending on the crossing methodology used and geotechnical analysis of the stream
bed. All streams will be crossed following methods outlined in NCDWQ General Water Quality
Certification No. 3884. These efforts include the use of silt fencing and temporary sediment traps.
These plans will be detailed in the required Sediment and Erosion Control Plan submitted to NC Division
of Land Resources.
Appropriate Stormwater Control Measures will be in place following guidance from Nationwide Permit 12
on utility line crossings of streams. Atypical stream and wetland crossing is shown on Figure 1 -6.
Following construction of stream crossings, existing topography will be restored and the areas replanted
with native vegetation. Water quality will be protected at stream locations by the installation of filter
fabric beneath any riprap at stream crossings. These impacts will be temporary and will be minimized
with proper control techniques.
Compensatory Mitigation. The proposed project will permanently impact approximately 0.06 acre of
wetlands. The Town of Cary is proposing to use the Cripple Creek Stream and Wetland Mitigation Bank
for all mitigation requirements. A Reservation Confirmation Letter stating availability of credits is
attached as part of this application. This mitigation for this project is Included in the Mitigation Plan for
the Proposed Western Wake Wastewater Management Facility Technical Memorandum included as an
3
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Green Level Force Main and Gravity Sewer Additional Block
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appendix to the Final Environmental Impact Statement (EIS) for the Western Wake Wastewater
Management Facility, 2009. Compensatory mitigation requirements for this project are in Table 2.
Impact Area
Table r
Proposed
ImpactType Permanent Impact
r Mitigation
Quality Score
Compensatory Mitigation
Mitigation Ratio Requirements
1
Wetland
0 ac
N/A
N/A
0
2
Wetland
0.024 ac
45
2:1
0.048
3
Wetland
0.008 ac
70
3:1
0.024
4
Wetland
0.02 ac
70
3:1
0.06
5
Wetland
0 ac
N/A
N/A
0
6
Wetland
0.0074 ac
25
1:1
0.0074
Total Wetlands
0.06 ac
0.14
1
Perennial Stream
0 if
N/A
N/A
0
2
Intermittent Stream
0 If
N/A
N/A
0
3
Perennial Stream
0 if
N/A
N/A
0
4
Perennial Stream
0 If
N/A
N/A
0
Total Streams
0 If
0
Block D.6.h: Proposed Impacts on Riparian and Watershed Buffers
There are proposed impacts to buffers identified within 15A NCAC 02B .0267(Jordan Lake Water Supply
Watershed Buffer Rules). A total of 36,303 square feet will be impacted and no mitigation is required
based on mitigation requirements.
Table 3.
Zone*
Riparian r. cts and Comp
Impact
(square feet)
Multiplier
Compensatory Mitigation
Requirements
1
10,448 (3,337) * *
3
0
2
6,972(1,957)'*-
1.5
0
3*
18,883
0
Total
36,303
0
*Zone 1 extends out 30 feet perpendicular from the top of the near bank channel; Zone 2 extends and
additional 20 feet from the edge of Zone 1; Zone 3 extends an additional 50 feet from the edge of Zone
2 and is only applicable in Town of Cary jurisdiction.
**3,337 square feet of the impact falls into the category of Allowable under item 94. The other 7,111
square feet of impact are in the exempt category of activities for Zone 1. Mitigation is not required for
any of these impacts within Zone 1.
***1,957 square feet of the Impact falls into the category of Allowable under Item 94. The other 5,015
square feet of impact are in the exempt category of activities for Zone 2. Mitigation is not required for
any of these impacts within Zone 2.
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Block F.1.C: Environmental Documentation
This project does require the expenditure of public funds and a NEPA document has been produced. The
Final EIS was approved on July 21, 2010 as Action ID. SAW- 2005 - 20159.
Block E.2.c: Stormwater
The Green Level Force Main and Gravity Sewer sites will be required to have a Stormwater Pollution
Prevention Plan which will identify inspection schedules and other requirements to minimize
contamination of stormwater runoff. The North Carolina Sedimentation Pollution Control Act of 1973
requires that a plan to control erosion and sedimentation be developed for any activity that disturbs one
acre of land or more. This plan must include control measures that will prevent sediment impacts to
water quality. Practices must be installed that will control sedimentation from the peak runoff generated
by the 10 -year storm. Both of these plans will be devised during the final design phase.
Block F.3.b: Cumulative Impacts
The construction of this project, along with the Western Wake Regional Wastewater Management
Facility, provides the opportunity for the towns in western Wake County to service larger populations and
therefore this project could result in the increase in development in these areas. A qualitative analysis
of cumulative impacts can be found in the approved EIS for this project and the Secondary and
Cumulative Master Mitigation Plans produced by each of the local governments.
Block FAa: Sewage Disposal
Sewage from the Green Level Force Main and Gravity Sewer will ultimately flow to the new Western
Wake Regional Wastewater Management Facility, which includes a new WRF. The new WRF will include
biological nutrient removal and will have a high quality effluent suitable for reuse. The WRF is being
designed to meet the BODS, ammonia, solids and nutrient limits outlined in the speculative limits letter
from NCDWQ (advanced treatment of 5 mg/L BODS, 1mg/L ammonia, and nutrient loads based on 6
mg/L TN and 2 mg/L TP). The effluent will be disinfected using ultraviolet light before being discharged
to the Cape Fear River. The new WRF would also have an effluent pump station and force mains to allow
discharge of treated effluent to the Cape Fear River below Buckhorn Dam. NCDWQ has indicated that
the discharge should be sited downstream of Buckhorn Dam because of water quality concerns
upstream of the dam. Water quality modeling shows no impacts to predicted instream DO with future
increases in water supply withdrawal and wastewater discharge.
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r
Mitigation Credit Reservation Confirmation Letter
Statement of Availability
June 14, 2012
NC Division of Water Quality U.S. Army Corps of Engineers
401 Over Permitting Unit ATTN: Henry Wicker
1650 Mail Service Center CESAW -RG -R- -
Raleigh, NC 27699 -1650 Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re: Reservation of Compensatory Riparian Wetland Mitigation Credits
Project: Town of Cary — Green Level Force Main and Gravity Sewer
Corps AID #:
DWQ Proj #:
This document confirms that The Town of Cary (Applicant) has reserved for purchase 0.14
riparian wetland mitigation credits from the Cripple Creek Stream & Wetland Mitigation Bank.
Restoration Systems (RS) attests to the fact that 0.14 riparian wetland credits are currently
available for immediate transfer from its Official Bank Credit Ledger to Applicant and that as of
this date RS has placed 0.14 riparian wetland credits into "no- sale " - reservation status under
the name of the project referenced on this document (Project).
These 0.14 riparian wetland credits will remain in reservation status until payment in full is
received from the Applicant, resulting in the issuance of a Credit Transfer Certificate by RS
acknowledging that the applicant has fully secured credits from the bank and RS has accepted
full responsibility for the mitigation obligation requiring the credits. If RS does not receive
payment in full for the Mitigation Credits within thirty (30) prior to the initiation of Project
Town of Cary— G=nLavclFve Main and GmvdySewa— OmW=Mary Wigzawn —RS — Pap l

W
a
construction, RS has the right to terminate this Reservation Letter, in which case RS will have no
further obligation to provide mitigation credits to the Applicant.
RS will issue the Transfer Certificate within ten (10) days of receipt of the Purchase Price. RS
shall provide to Applicant the Transfer Certificate debiting credits from the Bank Official Credit
Ledger showing the permit number and the resource type secured by the applicant, and will
send an a copy of the Transfer Certificate with an updated Official Credit Ledger to regulatory
agencies showing the proper documentation.
If any questions need to be answered, please contact me at 919 - 334 -9119
Best regards,
7444 2)4 rlfld - -
Tara Disy Allden
Regulatory Manager
Restoration Systems, LLC
Town ofCary — Gmm Levcl Forco Main and Gmvdy Sewer — Compenutory Mdtgatton — RS — Page 2

r
Reference to the Department of Army Corp of Engineers 33 CFR Parts 332 and Environmental
Protection Agency 40 CFR Part 230 Compensatory Mitigation for Losses of Aquatic Resources:
the Final Rule.
• 332.8 Section (R) Use of Credits: the district engineer will determine the number and
type of credits required to compensate for the authorized impacts, the sponsor must
provide the permit applicant with at statement of credit availability. (this is the
- Reservation Letter) -
• Section (1)(3)lf use of a mitigation bank or in -lieu fee program is approved by the district
engineer to provide part or all of the required mitigation for a DA permit, the Permittee
retains the responsibility for providing the compensatory mitigation until the
appropriate number and resource type of credits have been secured from the sponsor
and the district engineer has received documentation that confirms that the sponsor
has accepted the responsibility for providing the required compensatory mitigation. This
documentation must consist of a letter or form signed by the sponsor, with the permit
number and a statement indicating the number and resource type of credits that have
been secured from the sponsor. (this is the Transfer Certificate)
• 332.3: (K) Permit Conditions: the compensatory mitigation requirements for a DA
permit, including the amount and type of compensatory mitigation must be clearly
stated in the special conditions of the individual permit or general permit
verification. The special conditions must be enforceable.
Town of Cary- Gran Level FomMamandGrevrtySo - CompematoryMitigation- RS - Pap 3

Green Level Force Main and Gravity Sewer
Section 401 General Certification 3884 Pre - Construction Notification
Figures
Figure 1 -1. Proposed Regional Wastewater Facilities
Figure 1 -2. Proposed Project Facilities: Green Level Force Main and Gravity Sewer
Figure 1 -3. Reference Key to Delineation Report Appendices
Figure 1 -4. Proposed Green Level Force Main and Gravity Sewer - Existing
Conditions
Figure 1 -5. Proposed Green Level Force Main and Gravity Sewer Site Layout
Figure 1 -6. Typical Wetland and Stream Trench Section
FIG-1
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Legend
PS I West Cary PS
Delineated Intermittent and Perennial Streams
- -- Delineated Ephemeral Channels
® Delineated Wetlands
Existing West Cary PS Northern Force Main
Proposed Green Level Force Main
Parcels
County tines
I
t r
Yates Store
L
o
4/ Ward G r
r
Zr
°, e A
a
Q
G\enn Blvd
G
m
L
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0
1 CL
9
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0
Appendix A
0 0.05 0.1 0.2
Miles
Western Wake Partners Town of Cary Appendix A Brown
�,. P. O. Box 8005 Reference Ke - •
r : f Cary, NC 27512 -8005 y
JULY 2012
Western Wake Regional Water Reclamation Facility

Green Level Force Main and Gravity Sewer
Section 401 General Certification 3884 Pre - Construction Notification
Appendix A: Green Level Force Main - Preliminary
Jurisdictional Determination Package
Vicinity Map'
Aerial Map with Delineation Boundary'
USGS Topographic Map with Delineation Boundary'
NRCS Soils Map with Delineation Boundary'
Wake County Parcels'
USFWS National Wetland Inventory Mapping'
Preliminary Jurisdictional Determination Forme
Wetland Determination Form'
North Carolina Division of Water Quality Stream Identification Form,
Version 4.11'
Green Level Force Main Wetlands Delineation Exhibit'
'-Included in February 2, 2012 Submittal by Kimley -Horn and Associates, Inc.
2 Revised and replaced by Brown and Caldwell
A
P \Cary\133274 -Western Wake EIS Advisory\111 Permitting Assistance \04 -Indiv 401_404 Green Level FM GS \NCDWQ 401 Information \PCN - Additional Block
Information for signature 092112 docx

Vicinity Map'
I Included in February 2, 2012 Submittal by Kimley -Horn and Associates, Inc.

W E r� --°• -- .�
F
S
D 0.25 0.5
I i I
Miles
;t Boundary
;ipalities
Runty Boundaries
Figure
1
C]-n Kimley -Horn
M and Associates, Inc.

Aerial Map with Delineation Boundaryl
'Included in February 2, 2012 Submittal by Kimley -Horn and Associates, Inc.

Title I Aerial Map with Delineation Boundary
Prepared For: Green Level Church Road
Project Wetland and Stream Delineation
Wake, North Carolina
l Date Figure
2/2/12 2
CI iFJ KimleyHorn
=" Associates, Inc.

USGS Topographic Map with Delineation Boundary1
I Included in February 2, 2012 Submittal by Kimley -Horn and Associates, Inc.

N i
W E _
3 9
S
i
a
e
- r i,Bw
C
• _ °-•
Panther Creek
ON WB
T °
WA
_17�
•
°s
"t
/ A
a"'"'rk• � ^I"
y'�eetl .• � d
Al
0 250 50
Feet
w
Legend
Project Boundary
Wetlands
Streams
Non- Subject
- - Subject
ki
Title I USGS Topographic Map with Delineation Boundary (Quad name: Green Level)
Prepamd For: Green Level Church Road
Project Wetland and Stream Delineation
Wake, North Carolina
Date Figure
2/2/12 3
C=ley-Horn
=� and Associates, Inc.

MRCS Soils Map with Delineation Boundary'
'Included in February 2, 2012 Submittal by Kimley -Horn and Associates, Inc.

'Dul 'sele!Dom pup
uION•AelUIN UMM12

Wake County Parcels1
I Included in February 2, 2012 Submittal by Kimley -Horn and Associates, Inc.

Title I Wake County Parcels
Pmared FO`, Green Level Church Road
Project Wetland and Stream Delineation
�j Wake, North Carolina
Date Figure
\ s 2/2/12 5
C =pl KimleyHorn
___. and ASSOCbt8S, Inc.

USFWS National Wetland Inventory Mapping'
'Included in February 2, 2012 Submittal by Kimley -Horn and Associates, Inc.

N
W E 9�
i
S
wr
'.
pi
u u
.7iYr {
aU ��axl, . vfrutci .vl
.j: � • � ,�Jc � sb ,,fir �' :;: ��" 1.; ?`:.I.c. '
PF01A :r Ilk
WB .... L
WA s4
100 20
Legend
® Project Boundary
Streams
Non - Subject
Subject
Wetlands
USFWS National Wetland Inventory
Title USFWS National Wetland Inventory Mapping
rmpareaFor: Green Level Church Road
Project Wetland and Stream Delineation
+ Wake, North Carolina
Date Figure
7 2/2/12 6
C=" IGmley -Horn
and Assw&s, Inc.

Preliminary Jurisdictional Determination Forme
2 Revised and replaced by Brown and Caldwell.

ry���
ATTACHMENT
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): February 2, 2012
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Town of Cary, Contact Person: Stephen Brown
C. DISTRICT OFFICE, FILE
NAME, AMD NUBER YWilmington Djsycr
W eS�eoq 77 e. R%(o q A. , ti �,` t 'i e5 .
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: This
portion of the Western Wake project is known as the Green Level Force Main
and is located immediately east of Green Level Church Road south of Cary Glen
Boulevard and north of Mills Park Drive.
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State: NC County /parish /borough: Wake County
Center coordinates of site (lat/long in degree decimal format):
fak Lat. 35.815370 North, Long. 78.902420 West.
Universal Transverse Mercator:
Name of nearest waterbody: Panther Creek
Identify (estimate) amount of waters in the review area:
Non - wetland waters: 250 linear feet: 10 width (ft) and /or acres.
Cowardin Class: Riverine
Stream Flow: Ephemeral
Wetlands: 0.6 acre.
Cowardin Class: Forested
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non - Tidal:
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
Field Determination. Date(s): � — �, ,3 — j
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.
This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
04 affected by the proposed activity, based on the following information:
2

W
SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply
- checked items should be included in case file and, where checked and
requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the
applicanticonsultant: Kimley -Horn and Assoc., Inc.
® Data sheets prepared /submitted by or on behalf of the
applicant/consultant.
® Office concurs with data sheets /delineation report.
❑ Office does not concur with data sheets /delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
® U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
® USGS 8 and 12 digit HUC maps. 03030002
® U.S. Geological Survey map(s). Cite scale & quad name: Green Level.
❑ USDA Natural Resources Conservation Service Soil Survey. Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State /Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is:
of 1929)
(National Geodectic Vertical Datum
❑ Photographs: ❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations.
f��1-12
Sig ature and date of
Regulatory Project Manager
(REQUIRED)
Signatu a nd date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)
Note: The Approved Jurisdictional Determination Form provided in the original submittal by Kimley -Horn and
Associates, Inc. was replaced with this Preliminary Jurisdictional Determination Form by Brown and
Caldwell.

SAMPLE
Estimated
Site
Cowardin
amount of
Class of
number
Latitude
Longitude
Class
aquatic
aquatic
resource in
resource
review area
Stream SA
35.81580
- 78.90233
R6
250 linear
non - section
feet
10 — wetland
Wetland A
35.81537
- 78.90242
PFO1
0.38 acre
non - section
10 — wetland
Wetland B
35.81569
- 78.90216
PFO1
0.09 acre
non - section
10 — wetland
Wetland C
35.8667
- 78.90188
PFO1
0.10 acre
non - section
10 — wetland

Wetland Determination Forml
I Included in February 2, 2012 Submittal by Kimley -Horn and Associates, Inc.

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/site. Green Level Church Road city/county: Cary, Wake County Sampling Date: 1131/2012
Applicant/Owner: Town of Cary State: NC Sampling Point: WA, WC -UP
Investigator(s), A. Reusche, KHA Section, Township, Range:
Landform (hftope, terrace, etc.) : easement Local relief (concave, convex, none ) : COnCaV@ Slo p O : 1 /
Subregion (LRR or MLRA). LRR P Lat. 35.81537 Long: - 78.90242 Datum. NAD1983
Soil Map Unit Name: White store sandy loam NWI classification. PF01A
Are climatic / hydrolo is conditions on the site typical for this time of year? Yes ✓ � N (If no, explain in Remarks)
Are Vegetation Soil or Hydrology significantly disturbed? Are 'Normal Circumstances" present? Yes � No =
Are Vegetation Soil R, or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, Important features, etc.
Hydrophytic Vegetation Present? Yes No
Is the Sampled Area
Hydric Soil Present? Yes No ✓ within a Wetland? Yes No
Wetland Hydrology Present? Yes No ✓
Remarks-
WA and WC uplands are located in the easement. Areas are separated by Panther Creek.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary
Indicators (minimum of two reauiredl
Surface Soil Cracks (136)
Sparsely Vegetated Concave Surface (138)
Primary Indicators (minimum of one is reaulred. check all that aoalvk
Surface Water (Al) True Aquatic Plants (1314)
High Water Table (A2)
Hydrogen Sulfide Odor (Cl)
Drainage Patterns (1310)
Saturation (A3)
Oxidized Rhizospheres on Living Roots (C3)
Moss Trim Lines (616)
Water Marks (81)
Presence of Reduced Iron (04)
Dry- Season Water Table (02)
Sediment Deposits (132)
Recent Iron Reduction in Tilled Soils (C6)
Crayfish Burrows (C8)
Drift Deposits (133)
Thin Muck Surface (C7)
Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (134)
Other (Explain in Remarks)
Stunted or Stressed Plants (131)
Iron Deposits (B5)
Inundation Visible on Aerial Imagery (87)
Water - Stained Leaves (B9)
Aquatic Fauna (1313)
Geomorphic Position (D2)
Shallow AgLkard (D3)
Microtopographic Relief (D4)
FAC- Neutral Test (135)
Field Observations:
Surface Water Present? Yes
No Depth (inches):
Water Table Present? Yes
Saturation Present? Yes
No Depth (inches),
No Depth (inches),
Wetland Hydrology Present? Yes EJ No M
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks-
No hydrology indicators are present.
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: WA, WC -UP
Remarks: (Include photo numbers here or on a separate sheet.)
Vegetation transitions to dryer species.
US Army Corps of Engineers Eastern Mountains and Piedmont - Interim Version
Absolute Dominant Indicator
Dominance Test worksheet
Tree Stratum (Plot size: )
% Cover Species? Status
Number of Dominant Species
1. n/a
That Are OBL, FACW, or FAC: 1 (A)
Total Number of Dominant
2
2.
3.
Species Across All Strata: (B)
4.
Percent of Dominant Species
50
5.
That Are OBL, FACW, or FAC: (A/B)
6.
7
Prevalence Index worksheet
8
Total % Cover of: Multiply by.
OBL species x 1 =
= Total Cover
Sal2ling /Shrub Stratum (Plot size. 30'
)
FACW species x 2 =
1,
FAC species x 3 =
2,
FACU species x4=
UPL species x 5 =
Column Totals 0 (A) (B)
Prevalence Index = B/A = 0
3
4
6.
Hydrophytic Vegetation Indicators:
7
N 1 - Rapid Test for Hydrophytic Vegetation
8
Y 2 - Dominance Test is >50%
9.
3 - Prevalence Index is s3.0'
10.
4 - Morphological Adaptations' (Provide supporting
= Total Cover
—
data In Remarks or on a separate sheet)
Herb Stratum (Plot size' 308 )
Problematic Hydrophytic Vegetation' (Explain)
idr¢i
1. Bdropogore nic7rs
7� Y FAC-
—
'Indicators of hydric soil and wetland hydrology must
2. Carexsnn. 30 Y NA
3
be present, unless disturbed or problematic.
4.
Definitions of Four Vegetation Strata:
5.
6
Tree- Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast helght (DBH), regardless of
7.
height.
8.
Sapling /Shrub - Woody plants, excluding vines, less
9
than 3 in DBH and greater than 3 28 ft (1 m) tall
10.
Herb -AII herbaceous (non- woody) plants, regardless
10
of size, and woody plants less than 3.28 ft tall.
12.
Woody vine - All woody vines greater than 3 28 ft in
= Total Cover
Woody Vine Stratum (Plot size.
)
height
Hydrophytic
1.
2.
3
4.
5
Vegetation
Present? Yes _a No
6.
Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
Vegetation transitions to dryer species.
US Army Corps of Engineers Eastern Mountains and Piedmont - Interim Version

SOIL
to
or
Sampling Point, WA, WC -UP
Depth Matrix Redox Features
(inches) Qglor (MgjaD ° Color (moist) % Tv el Loc' Texture Remarks
0 -24 7.5YR 513 100 clay loam
Hydric Soil Indicators: Indicators for Problematic Hydric Soils':
Histosol (Al) ❑ Dark Surface (S7) 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2) Polyvalue Below Surface (68) (MLRA 147,148) Coast Prairie Redox (A16)
Black Histic (A3) Thin Dark Surface (S9) (MLRA 147,148) (MLRA 147, 148)
Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) ❑ Piedmont Floodplam Soils (F19)
Stratified Layers (A5) Depleted Matrix (F3) (MLRA 136,147)
2 cm Muck (A1o) (LRR N) Redox Dark Surface (F6) Red Parent Material (TF2)
Depleted Below Dark Surface (A11) Depleted Dark Surface (F7) Very Shallow Dark Surface (TF12)
Thick Dark Surface (Al2) Redox Depressions (F8) Other (Explain in Remarks)
Sandy Mucky Mineral (S1) (LRR N, Iron - Manganese Masses (1712) (LRR N,
MLRA 147, 148) MLRA 136)
Sandy Gleyed Matrix (S4) Umbric Surface (1713) (MLRA 136,122) 31ndicators of hydrophytic vegetation and
Sandy Redox (S5) Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
Stripped Matrix (S6) unless disturbed or problematic
Type:
Depth (inches):
Remarks -
No mottling or hydric soils features are present in the profile.
US Army Corps of Engineers
Hydric Soil Present? Yes= No
Eastern Mountains and Piedmont — Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site• Green Level Church Road
—I Applicant/Owner: Town of
City /County: Cary, Wake County Sampling Date: 1/31/2012
State: NC Sampling Point: WA -WET
Investigator(s): A. Reusche, KHA Section, Township, Range:
easement concave o a
Landfonn {hdlslope, terrace, etc.): Local relief (concave, convex, none). Slope ( /o): �
Subregion (LRR or MLRA): LRR P Lat. 35.81537 Long, - 78.90242 Datum: NAD1983
Soil Map Unit Name: White Store sandy loam NWI classification: PF01A
Are climatic / hydrolo is conditions on the site typical for this time of years Yes ✓ N= (If no, explain in Remarks.)
Are Vegetation Soil R or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes M No=
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, Important features, etc.
Hydrophylic Vegetation Present? Yes No
Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes Z No
Wetland Hydrology Present? Yes ✓ No
Remarks:
WA is located in a sewer line easement east of Green Level Church Road. The easement has not
been recently maintained.
HYDROLOGY
Wetland Hydrology Indicators:
Indicators (minimum of two reaulmd)
Surface Soil Cracks (136)
Sparsely Vegetated Concave Surface (138)
Fri maryIndicators (minimum of one is reauired: check all that apply)
✓
Surface Water (A1) True Aquatic Plants (1314)
✓
High Water Table (A2) Hydrogen Sulfide Odor (C1)
Saturation (A3) Oxidized Rhrcospheres on Living Roots (C3)
✓
Drainage Patterns (610)
Moss Trim Lines (1316) ,
Water Marks (131) Presence of Reduced Iron (C4)
Dry- Season Water Table (C2)
Sediment Deposits (B2) Recent Iron Reduction in Tilled Soils (C6)
Crayfish Burrows (C8)
Drift Deposits (B3) Thin Muck Surface (C7)
Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (134) Other (Explain In Remarks)
Stunted or Stressed Plants (D1)
Iron Deposits (135)
Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (137)
Water- Stained Leaves (89)
Shallow Aquitard (D3)
Microtopographic Relief (D4)
Aquatic Fauna (1313)
✓
FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes V No Depth (inches): 3
Water Table Present? Yes No Depth (inches):
Saturation Present? Yes ✓ No Depth (inches): 0
includes ca ills fringe)
Wetland Hydrology Present? Yes No
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available,
Remarks:
Surface water is present in areas throughout the wetland and the soil is saturated in the upper
six inches. However, due to the high clay content of the soil, the soil is not saturated below six
inches. In addition, the soil is heavily compacted from the construction of the easement.
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version

VEGETATION (Four Strata) — Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum {Plot size ) % Cover Species? Status
1. Liguidmnbarstyraciflua 10 Y FAC+
2
3.
4
5.
6
7,
8.
10 = Total Cover
Sagling/Shrub Stratum (Plot size-
1 . n/a
2
3
4.
5.
6.
7.
8.
9.
10.
= Total Cover
Herb Stratum (Plot size: W
1.
Juncos effusus
40
Y
FACW+
2. _
Rhynchosporaspp.
30
Y
FACW
3•
Andropogonglomeratus
20
Y
FACW
4
Tyhpa latifolta
5
N
OBL
5
5cirpus cypermus
5
N
OBL
6.
7
8
9.
10.
11
12.
� _ = Total Cover
�odv Vine Stratum (Plot size, }
1 n/a
2
3.
4
5.
6.
= Total Cover
Sampling Point: WA -WET
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 4• (A)
Total Number of Dominant 4
Species Across All Strata: (B)
Percent of Dominant Species 100%
That Are OBL, FACW, or FAC. (A/B)
Prevalence Index worksheet:
Total % Cover ot Multiply by.
OBL species x 1 =
FACW speaes x 2 =
FAC species x 3 =
FACU species x4=
UPL species X5=
Column Totals: �— (A) (B)
Prevalence Index = B/A = 0
Hydrophytic Vegetation Indicators:
Y 1 - Rapid Test for Hydrophytic Vegetation
_ 2 - Dominance Test is >50%
_ 3 - Prevalence Index is s3 0'
_ 4- Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydrlc soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree —Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height
Sapling /Shrub— Woody plants, excluding vines, less
than 3 in. DBH and greater than 3.28 It (1 m) tall.
Herb —Ail herbaceous (non- woody) plants, regardless
of size, and woody plants less than 3 28 it tall.
Woody vine — All woody vines greater than 3.28 ft in
height
Hydrophytic
Vegetation
Present? Yes 91 No
Remarks, (Include photo numbers here or on a separate sheet)
The vegetation at WA -wet has been maintained and the canopy is limited to sweetgums. The
wetland is dominated by needlerush.
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

SOIL
Sampling Point WA -WET
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) ° Type' _c Texture Remarks
0 -16 10YR 412 70 10YR 4/6 30 RM M sandy clay loam
16 -24 10YR 5/1 60 7.5YR 5/6 40 RM M sandy clay loam
Hydric Soil Indicators: Indicators for Problematic Hydric Soils':
Histosol (A1) ❑ Dark Surface (S7) ❑ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2) Polyvalue Below Surface (S8) (MLRA 147, 148) ❑ Coast Prairie Redox (A16)
Black Histic (A3) Thin Dark Surface (S9) (MLRA 147,148) (MLRA 147,148)
Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) D Piedmont Floodplain Soils (F19)
Stratified Layers (A5) ✓ Depleted Matrix (F3) , (MLRA 136,147)
2 cm Muck (A10) (LRR N) Redox Dark Surface (F6) Red Parent Material (TF2)
Depleted Below Dark Surface (A11) Depleted Dark Surface (F7) Very Shallow Dark Surface (TF12)
Thick Dark Surface (Al2) ® Redox Depressions (F8) Other (Explain in Remarks)
Sandy Mucky Mineral (81) (LRR N, Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 1148) MLRA 136)
Sandy Gleyed Matrix (S4) ❑ Umbric Surface (F13) (MLRA 136,122) 3 Indicators of hydrophytic vegetation and
Sandy Redox (S5) ❑ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present,
Stripped Matrix (S6) unless disturbed or problematic.
Type:
Depth (Inches);
Hydric Soil Present? Yes M No _a
Soils exhibit strong hydric characteristics including mottling, oxidized root channels, and gray
color.
US Army Corps of Engineers
Eastern Mountains and Piedmont— Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site: Green Level Church Road City/County Cary, Wake County Sampling Date- 1/31/2012
Applicant/Owner: Town of Cary State- NC Sampling Point W13-WET
Investigator(s) A. Reusche, KHA Section, Township, Range:
Landform (hilislope, terrace, etc.): easement Local relief (concave, convex, none)- concave Slope ( %): 1 %
Subregion (LRR orMLRA): LRR P Lat: 35.81569 Long- - 78.90216 Datum NAD1983
Soil Map Unit Name: Chewacla soils NWI classification: PF01A
Are climatic/ hydro I is conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation Soit or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes M No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, Important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No
Is the Sampled Area J
Hydnc Soil Present? Yes ✓ No within a Wetland? Yes • No F,
Wetland Hydrology Present? Yes ✓ No
Remarks:
WB is located at a low point in the floodplain of Panther Creek. This wetland is impounded on
one side by a levee and on the other side, by the easement,
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one Is required: check all that apoivl
Secondary
Indicators (minimum of two reguiredl
✓
✓
Surface Soil Cracks (136)
Sparsely Vegetated Concave Surface (138)
Drainage Patterns (1310)
Moss Trim Lines (B16)
Dry- Season Water Table (C2)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Stunted or Stressed Plants (D1)
Geomorphic Position (132)
Shallow Aquitard (D3)
Microtopographic Relief (D4)
FAC- Neutral Test (D5)
Surface Water (A1) True Aquatic Plants (1314)
High Water Table (A2) Hydrogen Sulfide Odor (Cl)
Saturation (A3) ✓ Oxidized Rhlzospheres on Living Roots (C3)
Water Marks (81) ✓ Presence of Reduced Iron (04)
Sediment Deposits (82) Recent Iron Reduction in Tilled Soils (C6)
Drift Deposits (133) Thin Muck Surface (C7)
Algal Mat or Crust (84) Other (Explain in Remarks)
Iron Deposits (135)
Inundation Visible on Aerial Imagery (67)
Water - Stained Leaves (139)
Aquatic Fauna (B13)
✓
✓
✓
✓
Field Observations: `
Surface Water Present? Yes No
Water Table Present? Yes No
Saturation Present? Yes ✓ No
includes capillary fringe)
✓ Depth (inches): 3
Depth (inches):
Depth (inches): 24"
Wetland Hydrology Present? Yes _a No
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks-
Area has been impounded by the adjacent easement.
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

VEGETATION (Four Strata) — Use scientific names of plants.
Tree Stratum (Plot size: 30 }
1. Beiula nigra
% Cover
20
Species? Status
Y FACW
2.
Acer nrbnim
10
Y FAC
3
Lipufambar styraciJlua
5
N FAC+
4.
X5=
Column Totals-
(A) 77— (B)
5.
0
Prevalence Index = B/A =
6
7
8
filing
1.
/Shrub Stratum (Plot size,
Alnus sen•ulala
35 = Total Cover
)
5 _ Y FACW
2.
Carginw carohniana
0
Y FAC
3, _
Belula nigra
.
10
N FACW
4
5.
6.
7.
8.
9.
10
Herb Stratum (Plot size: 30' )
1. Microsteeium vimineum
80
4^
= Total Cover
Y FACW+
2.
Andronogonglomeratus
30
Y FACW
3
4
Sampling Point: WB-WET
Number of Dominant Species
That Are OBL, FACW, or FAG: 9 (A)
Total Number of Dominant
Species Across All Strata: 9 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100 (A/B)
Prevalence Index worksheet:
Total % Cover of.
Multiply by.
OBL species
x 1 =
FACW species
x2=
FAC species
x3=
FACU species
x4=
UPL species
X5=
Column Totals-
(A) 77— (B)
0
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
N 1 - Rapid Test for Hydrophytic Vegetation
_)L 2 - Dominance Test is >50%
_ 3 - Prevalence Index is 53 0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
5,
6 Tree —Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
7• height.
8.
Sapling /Shrub — Woody plants, excluding vines, less
g than 3 In. DBH and greater than 3.28 ft (1 m) tall
10.
11.
12.
gyp_ = Total Cover
Woody Vine Stratum (Plot size. )
1 Toxicodendron radreans 30 Y FAC
2. Smilacrotun4olia 20 Y FAC
3. Lonlcera japonica 10 Y FAC-
Herb —Alt herbaceous (non- woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody vine — All woody vines greater than 3.28 ft in
height.
4.
Hydrophytic
5. Vegetation �
6 Present? Yes � v 1 No
FC _ = Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
Species are consistent with a floodplain community. Tag alder and river birch are the most
prevalent.
US Army Corps of Engineers
Eastem Mountains and Piedmont — Interim Version

SOIL Sampling Point: W &WET
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix Redox
Features
Histic Epipedon (A2)
(inches)
Color (moist) % _ Color (moist)
% Type' Loc?
Texture Remarks
0 -2
7.5YR 4/3 100
clay loam
2-6
10YR 513 80 7.5YR 4/3
20 RM M
clay loam
6 -24
10YR 5/1 60 7.5YR 4/6
40 RM M
clay loam
Hydric Soil Indicators:
Histosol (Al)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (S6)
Restrictive Layer (ff observed):
Type
Depth (inches):
sins. ZLocation. PL =Pore Lining, M =Matrix
Indicators for Problematic Hydric Sc
❑ Dark Surface (S7)
Polyvalue Below Surface (SS) (MLRA 147, 148)
Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Gleyed Matrix (172)
�! Depleted Matrix (F3)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Redox Depressions (FS)
Iron - Manganese Masses (1712) (LRR N,
MLRA 136)
Umbric Surface (1713) (MLRA 136, 122)
Piedmont Floodplain Soils (F19) (MLRA 148)
2 cm Muck (A10) (MLRA 147)
❑ Coast Prairie Redox (A16)
(MLRA 147,148)
❑ Piedmont Floodplain Soils (F19)
(MLRA 136,147)
Red Parent Material (TF2)
Very Shallow Dark Surface (TF12)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic
Hydric Soil Present? Yes t r i No _❑_
Upper portion of the soil profile likely consists of deposition from past flood events. Soils
display strong hydric characteristics below six inches.
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Projectisite: Green Level Church Road Cdy /county: Cary, Wake County Sampling Date. 1/31/2012
Applicant/Owner. Town of Cary State: NC Sampling Point. WB-UP
Investigator(s): A. RBUSChe, KHA Section, Township, Range:
easement Local relief o
Landform (hillsiope, terrace, etc.) (concave, convex, none), concave Slope ( %): o
Subregion (LRR or MLRA): LRR P Lat- 35.81569 Long: - 78.90216 Datum: NAD 1983
Soil Map Unit Name: Chewacla soils NWI classification: PF01A
Are climatic/ hydrolo is conditions on the site typical for this time of year? Yes Q No= (If no, explain in Remarks)
Are Vegetation Sod or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes F7-1 No=
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, Important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No Is the Sampled Area
Hydnc Sod Present? Yes No ✓ within a Wetland? Yes L] No IT
Wetland Hydrology Present? Yes No ✓
Remarks
WB up was taken upslope from wetland area. Area does not display wetland characteristics
including hydrology indicators. Vegetation transitions to upland species including holly and firs.
HYDROLOGY
Wetland Hydrology Indicators:
Pri mary Indicators (minimum of one is reauired: check all that aooly)
Minimum of two recce
Surface Soil Cracks (B6)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (1310)
Moss Trim Lines (S1 6)
Dry- Season Water Table (C2)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Stunted or Stressed Plants (D1)
Geomorphic Position (D2)
Shallow Aquitard (03)
Microtopographic Relief (D4)
FAC- Neutral Test (D5)
Surface Water (Al) True Aquatic Plants (B14)
High Water Table (A2) Hydrogen Sulfide Odor (Cl)
Saturation (A3) Oxidized Rhizospheres on Living Roots (C3)
Water Marks (B1) Presence of Reduced Iron (C4) ,
Sediment Deposits (B2) Recent Iron Reduction in Tilled Soils (C6)
Drift Deposits (B3) Thin Muck Surface (C7)
Algal Mat or Crust (B4) Other (Explain in Remarks)
Iron Deposits (135)
Inundation Visible on Aerial Imagery (87)
Water - Stained Leaves (B9)
Aquatic Fauna (B13)
Field Observations:
Surface Water Present? Yes No
Water Table Present? Yes No
Saturation Present? Yes No
includes capillary fringe)
Depth (inches).
Depth (inches):
Depth (inches)-
Wetland Hydrology Present? Yes = No
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), If available:
Remarks.
No hydrology indicators are present.
US Army Corps of Engineers
Eastern Mountains and Piedmont — Interim Version

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size. 30' )
1, Acer rubrum
Absolute Dominant Indicator
°% Cover Species? Status
20 Y FAC
2. Betula nigra
10
Y
FACW
3. Liquidwnbar styraciva
5
N
FAC+
4.
x 5 =
0
0
5
(A) (B)
0
6,
BIA =
7.
8.
SaplinoiShru Stratum- (Plot slze 30'
1. Camirurs carohniana
35
)
20
= Total Cover
Y
2. Juniperus virginiana
_
�0
Y
FAC
3 Ilex opaca
4, Pinus taeda
5
10
5
Y
N
FACW
FAC
6
7,
8.
9.
10.
45 = Total Cover
Herb Stratum (Plot size: 30• )
1. Microstegmin vimineum 40 Y FAC+
2 Polvstichum acrosachoides 20 Y FAC
3
4.
S.
6
7.
8.
9.
10.
11.
12.
60 Total Cover
Woody Vine Stratum (Plot size: )
1. Toxicodenron radicam 30 Y FAC
2 Smilax rotundifotia _ 20_ Y FAC
3, Lonicerajaponica 10 Y i FAC-
4.
5.
6.
Bn = Total Cover
Zemarks: (Include photo numbers here or on a separate sh,
Vegetation transitions to dryer species.
Sampling Point WB-UP
Number of Dominant Species
That Are OBL, FACW, or FAC: 10 (A)
Total Number of Dominant
Species Across All Strata, 10 (B)
Percent of Dominant Species 100 -
That Are OBL, FACW, or FAC: (A/B)
Total % Cover of.
Multioly by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x4=
UPL species
x 5 =
0
0
Column Totals,
(A) (B)
0
Prevalence Index =
BIA =
Hydrophytic Vegetation Indicators:
N 1 - Rapid Test for Hydrophytic Vegetation
Y 2 - Dominance Test Is >50%
_ 3 - Prevalence Index is 53.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Four Venetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7 6 cm) or
more in diameter at breast height (DBH), regardless of
height.
SaplinglShrub— Woody plants, excluding vines, less
than 3 in DBH and greater than 3.28 ft (1 m) tall.
Herb --All herbaceous (non - woody) plants, regardless
of size, and woody plants less than 3.28 it tall.
Woody vine —All woody vines greater than 3 28 ft in
height.
Hydrophytic
Vegetation
Present? Yes Li No ,
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

SOIL Sampling Point: WB-U'
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % T�_Loc__ Texture Remarks
0 -16 7.5YR 5/3 100 clay loam
19 -24 10YR 5/2 100 clay loam
'Type: C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains. 2Location. PL =Pore Linino. M= Matrix.
Hydric Soil Indicators: Indicators for Problematic Hydric Soils':
Histosoi (A1) ❑ Dark Surface (S7) 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2) Polyvalue Below Surface (S8) (MLRA 147, 148) H Coast Prairie Redox (A16)
Black Histic (A3) Thin Dark Surface (S9) (MLRA 147,148) (MLRA 147,148)
Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) ❑ Piedmont Floodplain Soils (F19)
Stratified Layers (A5) Depleted Matra (F3) (MLRA 136, 147)
Lj 2 cm Muck (At 0) (LRR N) Redox Dark Surface (F6) Red Parent Material (TF2)
Depleted Below Dark Surface (A11) Depleted Dark Surface (F7) Very Shallow Dark Surface (TF12)
Thick Dark Surface (Al2) 8 Redox Depressions (F8) Other (Explain in Remarks)
Sandy Mucky Mineral (81) (LRR N, Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148) MLRA 136)
Sandy Gleyed Matra (S4) Umbnc Surface (F13) (MLRA 136, 122) 31ndicators of hydrophytic vegetation and
Sandy Redox (S5) Piedmont Floodplam Soils (F19) (MLRA 148) wetland hydrology must be present,
Stripped Matrix (S6) unless disturbed or problematic.
Type'
Depth (inches).
No mottling or hydric soils features are present in the profile.
Hydric Soil Present? Yes F-1 No 7
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Sde. Green Level Church Road City/County: Cary, Wake County Sampling Date 1/31/2012
1 ApplicantlOwner. Town of Cary state: NC Sampling Point: WC -WET
Investigator(s). A. Reusche, KHA Section, Township, Range:
Landform (hillslope, terrace, etc.): easement Local relief (concave, convex, none): concave Slope ( %). 1 %
Subregion (LRR or MLRA): LRR P Lat: 35.8667 Long, - 78.90188 Datum: NAD 1983
Soil Map Unit Name: White Store sandy loam NWI classification: PF01A
Are climatic hydrolo is conditions on the site typical for this time of year? Yes ✓ No= (if no, explain in Remarks.)
Are Vegetation Sod or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes � No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
rMhO
Hydrophytic Vegetation Present? Yes ✓ No Is the Sampled Area n
Hydric Soil Present? Yes No within a Wetland? Yes Z , No l�
Wetland Hydrology Present? Yes ✓ No
Remarks:
WC is located in a utility easement east of Green Level Church Road and north of Panther Creek.
The easement has not been recently maintained. Seepage from a wet detention pond located
immediately north of the wetland contributes to the hydrology.
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required,
check all that apply)
Sei
andary Indicators, of 0
Surface Soil Cracks (B6)
Sparsely Vegetated Concave Surface (B8)
Drainage Patterns (B14)
Moss Trim Lines (B16)
Dry- Season Water Table (C2)
Crayfish Burrows (C8)
Saturation Visible on Aerial Imagery (C9)
Stunted or Stressed Plants (D1)
Geomorphic Positron (D2)
Shallow Aquitard (D3)
Microtopographic Relief (D4)
FAC- Neutral Test (D5)
Surface Water (Al) True Aquatic Plants (B14)
High Water Table (A2) Hydrogen Sulfide Odor (01)
Saturation (A3) Oxidized Rhizospheres on Living Roots (C3)
Water Marks (B1) Presence of Reduced Iron (C4)
Sediment Deposits (132) Recent Iron Reduction in Tilled Soils (C6)
Drift Deposits (B3) Thin Muck Surface (C7)
Algal Mat or Crust (B4) Other (Explain in Remarks)
Iron Deposits (B5)
Inundation Visible on Aerial Imagery (157)
Water- Stained Leaves (139)
Aquatic Fauna (B13)
✓
✓
✓
✓
Field Observations:
Surface Water Present? Yes No
Water Table Present? Yes No
Saturation Present? Yes ✓ No
[includes capillary fringe)
Depth (inches)*
Depth (inches):
Depth (inches). �_
Wetiand Hydrology Present? Yes _a No
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous Inspections), if available:
Remarks,
The wetland receives water from the seepage from a stormwater detention pond located upslope
and groundwater.
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

i
VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point* WC -WET
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size. ) % Cover Soecies? Status Number of Dominant Species
I. n/a That Are OBL, FACW, or FAC- 3 (A)
2_ Total Number of Dominant
3. Species Across All Strata: 3 (B)
4.
Percent of Dominant Species 100%
5 That Are OBL, FACW, or FAC: (A/B)
6.
7.
8.
10 = Total Cover
SaplinglShrub Stratum (Plot size* )
1. n/a
2.
3
4.
5
6.
7.
8.
9.
10.
= Total Cover
Herb Stratum (Plot size: 30' }
1, Juncus e/fusus
40
Y
FACW+
2. Rhynchosporaspp.
30
Y
FACW
3, Andropogonglomerarus
20
Y
FACW
4, Scirpuscyperinas
5
N
OBL
5.
6.
7.
Prevalence Index worksheet:
Total °/ Cover of:
Multiply by
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x4=
UPL species
x 5 =
Column Totals: �y
(A) (B)
Prevalence Index = B/A = 0
Hydrophytic Vegetation Indicators:
,Y, 1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
_ 3 - Prevalence Index Is s3.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydrnc soil and wetland hydrology must
be present, unless disturbed or problematic
Definitions of Four Venetation Strata:
Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
8. Sapling/Shrub — Woody plants, excluding vines, less
9 than 3 in. DBH and greater than 3.28 ft (1 m) tall.
10.
11 Herb —,Ali herbaceous (non - woody) plants, regardless
12.
of size, and woody plants less than 3.28 ft tall.
nn = Total Cover
Woody Vine Stratum (Plot size. )
1. n/a
2
3.
4.
5.
6.
= Total Cover
Woody vine — All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation �
Present? Yes J V L No
zemarks: (Include photo numbers here or on a separate sheet.)
The vegetation at WA -wet has been maintained and the canopy is limited to sweetgums. The
wetland is dominated by needlerush.
US Army Corps of Engineers
Eastern Mountains and Piedmont — Interim Version

SOIL
I-
Sampling Point- IT—VET
Profile Description: (Describe to the depth needed to document the Indicator or confinn the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type Loe Texture Remarks
0 -16 10YR 4/2 70 10YR 4/6 30 RM M sandy clay loam
16 -24 10YR 5/1 60 7.5YR 5/6 40 RM M sandy clay loam
'Type: C- Concentralion, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains. `Location: PL =Pore Linina. M= Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soiis3:
Histosol (Al)
❑
Dark Surface (87)
2 cm Muck (Al 0) (MLRA 147)
Histic Epipedon (A2)
Polyvalue Below Surface (88) (MLRA 147,148)
Coast Prairie Redox (A16)
Black Histic (A3)
Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (F19)
Stratified Layers (A5)
✓
Depleted Matrix (F3)
(MLRA 136,147)
JLJ
2 cm Muck (A10) (LRR N)
Depleted Below Dark Surface (A11)
Redox Dark Surface (F6)
Depleted Dark Surface (F7)
Red Parent Material (TF2)
Very Shallow Dark Surface (712)
Thick Dark Surface (Al2)
Redox Depressions (F8)
Other (Explain in Remarks)
Sandy Mucky Mineral (S1) (LRR N,
Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
Sandy Gleyed Matrix (S4)
❑ Umbnc Surface (F13) (MLRA 136, 122)
31ndicators of hydrophytic vegetation and
Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Stripped Matrix (S6)
unless disturbed or problematic
Type:
Depth (inches):
Hydric Soil Present? Yes FT No,_❑,_
Soils exhibit strong hydric characteristics including mottling, oxidized root channels, and gray
color.
US Army Corps of Engineers Eastern Mountains and Piedmont— Interim Version

North Carolina Division of Water Quality Stream
Identification Form, Version 4.111
i Included in February 2, 2012 Submittal by Kimley -Horn and Associates, Inc.

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 1/31/2012
Project/Site: Green Level
Church Rd -SA
Latitude: 35.81581
Evaluator: A.Reusche, KHA
County: WAKE
Longitude: - 78.90233
Total Points: 18
Stream Determination
Other
Stream is at least intermittent
(circle one) Ephemeral
e.g. Quad Green Level
if a 19 or perennial if z 30
Intermittent Perennial
I Name.
A. Geomorphology Subtotal = 5.5
Absent,
' WeaK ,,,
:Moderate:
,: Strong,
Score'
1a. Continuity of channel bed and bank
0
1
2
3
2
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In- channel structure: ex. riffle -pool, step -pool,
ripple-pool sequence
0
1
2
3
0
4. Particle size of stream substrate
0
1
2
3
0
5. Active /relic flood lain
0
1
2
3
1
6. Depositional bars or benches
0
1
2
3
0
7. Recent alluvial deposits
0
1
2
3
0
8. Headcuts
0
1
2
3
0
9. Grade control
0
0.5
1
1.5
0
10. Natural valley
0
0.5
1
1 1.5
0.5
11. Second or greater order channel
No = 0
Yes = 3
0
amficiai owns are not rates; see discussions in manuai
B. Hvdroloov Subtotal = 6.5
12. Presence of Baseflow
0
1
2
3
2
13. Iron oxidizing bacteria
0
1
2
3
0
14. Leaf litter
1.5
1
0.5
0
1.5
15. Sediment on plants or debris
0
0.5
1
1.5
0
16. Organic debris lines or piles
0
0.5
1
1.5
0
17. Soil -based evidence of high water table?
No = 0
Yes = 3 7r,
3
C. Bioloov Subtotal=
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos note diversity and abundance
0
1
2
3
0
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
0.5
1
1.5
0
23. Crayrish
0
0.5
1
1.5
0
24. Amphibians
0
0.5
1
1.5
0
25. Algae
0
0.5
1
1.5
0
26. Wetland plants in streambed
FACW
= 0.75; OBL =1.5;
Other = 0
0
'perennial streams may also be Identified using other methods. See p. 35 of manual.
Notes: Small swale that enters the site from a
culvert under Green Level Church Road Poor geomo!pholoov

Green Level Force Main Wetlands Delineation Exhibitl
I Included in February 2, 2012 Submittal by Kimley -Horn and Associates, Inc.

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Legend
PS West Cary PS
Delineated Intermittent and Perennial Streams
- -- Delineated Ephemeral Channels
® Delineated Wetlands
Existing West Cary PS Northern Force Main
••••• ■• Existing Green Level Gravity Sewer
Proposed Green Level Gravity Sewer
Parcels
County Lines
S�
o
P *C
06 11116h Rey
Appendix B1
Appendix B2
a
0
r
r
0
C"
�a
�*
,oa
Appendix B1
PS
a
Ga��e
Hendricks Rd
Rd
Green
Geer
Bigelow Rd°
s
I 'J
a
Beaver p
a,,,
N
School i
n
T
Pl
S
'pa
0 0125 0.25 0.5
Miles
Western wake Partners Town of Cary Appendix B BrownAND
P. O. Box 8005 Reference Ke - •
t 4, •" a' Cary, NC 27512 -8005 y
JULY 2012
Western Wake Regional Water Reclamation Facility

Green Level Force Main and Gravity Sewer
Section 401 General Certification 3884 Pre - Construction Notification Pa
Appendix 61: Green Level Gravity Sewer - Jurisdictional
Determination Package
Project Vicinity Map'
Wake County Soils Survey'
Approved Jurisdictional Form'
Wetland Determination Data Forms2
Green Level Interceptor Wetlands Delineation Exhibit'
1 Included in January 28, 2011 submittal by EcoEngineering
2 Revised and replaced by Brown and Caldwell
B
P \Cary\133274 - Western Wake EIS Advisory\111 Permitting Assistance \04 -Indiv 401_404 Green Level FM_GS \NCDWQ 401 Information \PCN - Additional Block
Information for signature 092112 docx

Project Vicinity Map'
1 Included in January 28, 2011 submittal by EcoEngineermg

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PROJECT VICINnY MAP
GRY NORTH CAROLINA
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Wake County Soils Survey-'
'Included in January 28, 2011 submittal by EcoEngineering

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PROJECT No. CRY -10000 RECOEngineering
n IERCETOR
FLE"""E' CRY10000.DWG GREEN LEVEL
A division of'Ihc John R. McAdam Company, Inc.
a SCME` 1 " = 2, 000' WAKE COUNTY SOILS SURVEY ENGRaTIN • PLANNW • SURVEYORS ENVWNWAMAL
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Approved Jurisdictional Forml
1 Included in January 28, 2011 submittal by EcoEngineering

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Green Level Interceptor; force main begins at Green Level
Church Road and ends at Ridgeback Road in Cary, North Carolina. This JD Form is for Stream A (flags SMRI- SMR12; SMLl- SMLI2)
Statc:NC County/parish/borough: Wake City: Cary
Center coordinates of site (lat/long in degree decimal format)- Lat. 35.7936220 N, Long. 78,908979° �.
Universal Transverse Mercator:
Name of nearest waterbody: Panther Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Jordan Lake
Name of watershed or Hydrologic Unit Code (HUC): 03030002
Check if map /diagram of review area and/or potential jut isdictional areas is /are available upon request.
Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date:
_ 1 Field Determination. Date(s): EcoEngineering delineated stream feature during the month of June 2010
SECTION H: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There ffljvlffift ,navigable waters of the US." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in
the review area. [Required]
Waters subject to the ebb and flow of the tide.
Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There M "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply):'
TNWs, including territorial seas
Wetlands adjacent to TNWs
Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
Non -RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non - wetland waters: 2861inear feet: 3width (ft) and/or 0.019 acres.
Wetlands: acres.
c. Limits (boundaries) of jurisdiction based on:
Elevation of established OHWM (if known):
Non - regulated waters /wetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
' Boxes checked below shall be supported by completing the appropriate sections in Section III below.
2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year -round or has continuous flow at least "seasonally"
(e g, typically 3 months).
3 Supporting documentation is presented in Section II1.17.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section M AJ and Section M.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections M.A.1 and 2
and Section M.D.I.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent':
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non - navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (11M), i.e. tributaries that typically flow year -round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year -round
(perennial) flow, skip to Section M.DZ. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section HI.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody4 is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section IMB.1 for
the tributary, Section HI.B.2 for any onsite wetlands, and Section IU.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section I ULC below.
1. Characteristics of non -TNWs that flow directly or indirectly into TNW
(f) General Area Conditions:
Watershed size:
Drainage area:
Average annual rainfall: inches
Average annual snowfall: inches
(ff) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TNW.
❑ Tributary flows through IM tributaries before entering TNW.
Project waters are river [Hiles from TNW.
Project waters are river miles from RPW.
Project waters are aerial (straight) miles from TNW.
Project waters are aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNW5:
Tributary stream order, if known:
`Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West
5 Flow route can be described by identifying, e.g, tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.

(b) General 'Tributary Characteristics (check all that apply):
Tributary is: ❑ Natural
❑ Artificial (man - made). Explain:
❑ Manipulated (man - altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet _
Average side slopes:
Primary tributary substrate composition (check all that apply):
❑ Silts ❑ Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation. Type /% cover:
❑ Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry:
Tributary gradient (approximate average slope): %
(c) Tlow:
Tributary provides for: Imm
Estimate average number of flow events in review area/year:
Describe flow regime:
Other information on duration and volume:
Surface flow is: IMM. Characteristics:
Subsurface flow: . Explain findings:
❑ Dye (or other) test performed:
Tributary has (check all that apply):
❑ Bed and banks
❑ OHWM6 (check all indicators that apply):
❑ clear, natural line impressed on the bank
❑
❑ changes in the character of soil
❑
❑ shelving
❑
❑ vegetation matted down, bent, or absent
❑
❑ leaf litter disturbed or washed away ,
❑
❑ sediment deposition
❑
❑ water staining
❑
❑ other (list):
❑ Discontinuous OHWM.7 Explain:
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
® High Tide Line indicated by: IV Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ survey to available datum;
❑ fine shell or debris deposits (foreshore) ❑ physical markings;
❑ physical markings /characteristics ❑ vegetation lines/changes in vegetation types.
❑ tidal gauges
❑ other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
6A natural or man -made discontinuity in the OHWM does not necessarily sever jurisdiction (e g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e g, flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid

(iv) Biological Characteristics. Channel supports (check all that apply):
❑ Riparian corridor. Characteristics (type, average width):
-'� ❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally - sensitive species. Explain findings:
❑ Aquaticlwild life diversity. Explain findings:
2. Characteristics of wetlands adjacent to non -TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties -
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non -TNW:
Flow is: MM. Explain:
Surface flow is: imp
Characteristics.
Subsurface flow: . Explain findings:
❑ Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non -TNW:
❑ Directly abutting
❑ Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain:
❑ Separated by berm/barrier. Explain:
(d) Proximi (Relationship) to fN
Project wetlands are river miles from TNW.
Project waters are aerial (straight) miles from TNW.
Flow is from:
Estimate approximate location of wetland as within the JIM floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
❑ Riparian buffer Characteristics (type, average width):
❑ Vegetation type /percent cover. Explain:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally - sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if an
All wetland(s) being considered in the cumulative analysis:
Approximately ( ) acres in total are being considered in the cumulative analysis.

For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y /N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and /or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but. are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non -RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non -RPW and its adjacent wetlands, where the non -RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section IMD:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section 111.1):
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year -round are jurisdictional. Provide data and rationale indicating that
tributary is perennial:
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section 11I.13. Provide rationale indicating that tributary flows
seasonally: Evidence of OHWM was observed in the form of natural line in bank features, presence of wrack lines, sediment
sorting, and scouring.

Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: 286 linear feet 3 width (ft).
Other non - wetland waters: acres.
Identify type(s) of waters:
Non -RPWss that flow directly or indirectly into TNWs.
Ifl Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TN W, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non - wetland waters: acres.
Identify type(s) of waters:
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
UA Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year- round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area. acres.
5. Wetlands adjacent to but not directly abutting an RPW-that flow directly or indirectly into TNWs.
IM Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus,with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1 -6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRASTATE) WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):"
which are or could be used by interstate or foreign travelers for recreational or other purposes.
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
$See Footnote # 3.
To complete the analysts refer to the key in Section I[I.D.6 of the Instructional Guidebook
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction FollowingRapanos

Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
tributary waters: linear feet width (ft).
Other non - wetland waters: acres.
Identify type(s) of waters:
Wetlands: acres.
F. NON - JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
i Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
[] Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solel on the
"Migratory Bird Rule" (MBR).
Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
udgment (check all that apply):
Non- wetland waters (i.e., rivers, streams): linear feet width (ft).
Lakes /ponds: acres.
Other non - wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
Non - wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
Other non - wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
❑ Office concurs with data sheets /delineation report.
❑ Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps:
Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit RUC maps.
U.S. Geological Survey map(s). Cite scale & quad name:
USDA Natural Resources Conservation Service Soil Survey. Citation:
National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
FEMA/FIRM maps.
100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
Previous determination(s). File no. and date of response letter:
Applicable/supporting case law:
Applicable/supporting scientific literature:
Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:

Wetland Determination Data Forms2
2 Revised and replaced by Brown and Caldwell

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont 7/06/2010
Project/Site: Green Level Interceptor CitylCounty. Town of Cary Sampling Date: (Updated 6/28/12)
Applicant/Owner. Town of Caia— rN State: NC Sampling Point: UOF -Up
Kevm axles u g—m on orm-
Investigator(s)• Ben Nash / Crystal Muller (Undated from 87 Form) Section, Township, Range: --
Landform (hillslope, terrace, etc.): low area Local relief (concave, convex, none): concave Slope ( %): 0 -2%
Subregion (LRR or MLRA): P/1 33A Lat. 35.779665 Long. -78.911278 Datum: --
Soil Map Unit Name Wehadkee NWI classification: NA
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers )n Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Sample was taken within an upland area, adjacent to White Oak Creek.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_ Surface Soil Cracks (B6)
_ Surface Water (Al)
_ True Aquatic Plants (B14)
_ Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (C1)
_ Drainage Patterns (610)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
_ Water Marks (61)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
_ Sediment Deposits (B2)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (B3)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (B4)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (B5)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
_ Water-Stained Leaves (B9)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (613)
_ FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes
No _X Depth (inches):
Water Table Present? Yes
No X_ Depth (inches):
Saturation Present? Yes
No -Y— Depth (inches):
Wetland Hydrology Present? Yes No X
includes capillary frin e
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
none available
Remarks-
Wetland Hydrology parameters are not met.
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version

VEGETATION (Four Strata) — Use scientific names of plants. sampling Point: UOF -Up
Remarks: (Include photo numbers here or on a separate sheet.)
Hydrophytic vegetation parameter is met.
US Army Corps of Engineers Eastern Mountains and Piedmont - Interim Version
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size 30 Ft )
% Cover Species? Status
Number of Dominant Species
5
1 liquidambar styraciflua
40 _ Vps FAC
That Are OBL, FACW, or FAC. (A)
2 liriodendron tulipifera
�- YES FAC
3. acer rubrum
YES FAC _
Total Number of Dominant
Species Across All Strata: 5 (B)
Percent of Dominant Species
_ _
4. pinus taeda 1p_ NO FAC
5.
That Are OBL, FACW, or FAC: 100% (A/B)
6.
7
Prevalence Index worksheet:
8
Total % Cover of: MulNtily by,
110 = Total Cover
OBL species x 1 =
Sapling /Shrub Stratum (Plot size: 30 Ft
)
FACW species x2=
1,
FAC species x3=
FACU species x4=
2.
3
UPL species x 5 =
4
Column Totals: (A) (B)
5.
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
1 - Rapid Test for Hydrophytic Vegetation
8
_
X 2 - Dominance Test is >50%
9.
1 9.
— ,
3 - Prevalence Index is 53.0'
_
4 - Morphological Adaptations' (Provide supporting
Herb Stratum (Plot size: 10 Ft )
= Total Cover
— data in Remarks or on a separate sheet)
microstegium vimineum
Problematic Hydrophytic Vegetation' (Explain)
1.
20 �� FAC'.
—
'Indicators of hydnc soil and wetland hydrology must
2.
3
be present, unless disturbed or problematic.
4
5.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
6
more in diameter at breast height (DBH), regardless of
7.
height.
8.
Sapiing/Shrub - Woody plants, excluding vines, less
9.
than 3 in DBH and greater than 3.28 ft (1 m) tall.
10.
Herb - All herbaceous (non - woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
11
12.
20 = Total Cover
Woody vine - Ail woody vines greater than 3.28 ft in
Woody Vine Stratum (Plot size: 15 Ft )
height.
I. smilax rotund#folia
FAC
_lam _YES
2.
3
Hydrophytic
4
5
Vegetation
Present? yes X No
6.
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet.)
Hydrophytic vegetation parameter is met.
US Army Corps of Engineers Eastern Mountains and Piedmont - Interim Version

SOIL Sampling Point: ITOF -UT
Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of Indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Tvae Loc Texture Remarks
0 -4 2.5YR 5/2 100 sandy loam
4 -18 2.5YR 6/4 100 sandy loam
'Type: C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains. `Location: PL =Pore Lining, M= Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric S0116 3:
_ Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147,148)
(MLRA 147,148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Solis (F19)
_ Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136,147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (TF2)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Very Shallow Dark Surface (TF12)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Other (Explain in Remarks)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron- Manganese Masses (F12) (LRR N,
MLRA 147,148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbdc Surface (F13) (MLRA 136, 122)
31ndicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrix (S6)
unless disturbed or problematic.
Restrictive Layer (if observed):
Typa: none observed
Depth (inches):
Hydric
Soil Present? Yes No X
Remarks:
No hydric soil indicators present.
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont
7/06/2010
Project/Site: Green Level Interceptor City /County. Town of Cary Sampling Date* (Updated 6/28/12)
Applicantlowner. Town of Cary State: NC Sampling Point: UOF -WET
Kevm —Yates Ong in ona ,95 1 Form
Investigator(s): Ben Nash/ Crystal Muller (Updated from 87 Form) Section, Township, Range: --
Landform (hillslope, terrace, etc.): low area Local relief (concave, convex, none): concave Slope (%): 0-2%
Subregion (LRR or MLRA): P/1 33A Lat: 35.779665 Long: -78.911278 Datum: --
Soil Map Unit Name: Wehadkee NWI classification: PFO1
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Sod or Hydrology significantly disturbed? Are 'Normal Circumstances" present? Yes X No
Are Vegetation Sod or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Sample was taken within a wetland area, adjacent to White Oak Creek.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that aaaly)
_ Surface Soil Cracks (B6)
_ Surface Water (Al) _ True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (B8)
X- High Water Table (A2) _ Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (1310)
X Saturation (A3) _ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
X_ Water Marks (131) _ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
_ Sediment Deposits (B2) _ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (B3) _ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (64) _ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (B5)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
_ Shallow Aqukard (D3)
_ Water- Stained Leaves (139)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (B13)
_ FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No X_ Depth (inches):
Water Table Present? Yes X_ No Depth (inches): 4-6,.
Saturation Present? Yes. No Depth (inches): 41f
Wetland Hydrology Present? Yes X No
includes capillary frin e
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
none available
Remarks:
Wetland Hydrology parameters are met.
US Army Corps of Engineers Eastern Mountains and Piedmont – Interim Version

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point: UOF -WET
Remarks- (include photo numbers here or on a separate sheet.)
Hydrophytic vegetation parameter is met.
US Army Corps of Engineers
Eastern Mountains and Piedmont – Interim Version
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size* 30 Ft )
% Cover
Species? Status
Number of Dominant Species
9
1 liguidambar styraciflua
40
yF_c FAC
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant
Species Across All Strata: 9 (B)
Percent of Dominant Species
2. pinus taeda 20 YES FAC
3, acer rubrum 20 YES FAC
4 fraxinus penWivanica 20 YES FA(
5•
That Are OBL, FACW, or FAC* 100% (A/B)
6.
Prevalence Index worksheet:
7
8
Total % Cover of: Multiply by:
nn
=Total Cover
OBL species x 1 =
Sapling /Shrub Stratum (Plot size: 30 Ft
)
FACW species x2=
1, ligustrum sinense
35
YES FAC
FAC species x 3 =
2.
FACU species x 4 =
3•
UPL species X5=
4
Column Totals: (A) (B)
5.
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
1 - Rapid Test for Hydrophytic Vegetation
8
_
X 2 - Dominance Test is >50%
9.
—
3 - Prevalence Index is s3.0'
10.
_
_ 4 - Morphological Adaptations' (Provide supporting
35
Herb Stratum (Plot size: 10 Ft )
= Total Cover
data in Remarks or on a separate sheet)
40
,
— Problematic Hydrophytic Vegetation (Explain)
1 • saurus cernuus
YF4 (�Ri •
2. microstegium vimineum
20
YES_ FAC
'Indicators of hydnc soil and wetland hydrology must
3
be present, unless disturbed or problematic.
4
Definitions of Four Vegetation Strata:
5
8
Tree – Woody plants, excluding vines, 3 in. (7 6 cm) or
more in diameter at breast height (DBH), regardless of
7.
height.
8.
Sapling /Shrub – Woody plants, excluding vines, less
8•
than 3 in DBH and greater than 3.28 ft (1 m) tall
10.
Herb – All herbaceous (non - woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
12.
60
= Total Cover
Woody vine – All woody vines greater than 3.28 ft in
Woody Vine Stratum (Plot size: 15 Ft )
height.
1. smilax rotunda folia
10
US _FAC
2. toxicodendron radicans
5
YES FAC
3
4.
Hydrophytic
5
Vegetation
6•
Present? Yes X No
15 = Total Cover
Remarks- (include photo numbers here or on a separate sheet.)
Hydrophytic vegetation parameter is met.
US Army Corps of Engineers
Eastern Mountains and Piedmont – Interim Version

SOIL
Sampling Point: UOF-UJ
Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Tvae Loc Texture Remarks
0-4 10YR 4/1 100 sandy loam
4 -18 10YR 5/1 85 7.5YR 4/6 15 C M sandy clay loam
'TVDe: C= Concentration. D= Deoletion. RM= Reduced Matrix. MS= Masked Sand Grains. 2Location: PL =Pore Linina. M= Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147,148)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136,147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (TF2)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Very Shallow Dark Surface (TF12)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Other (Explain in Remarks)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron - Manganese Masses (F12) (LRR N,
MLRA 147,148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
Sandy Redox (S5)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrix (S6)
unless disturbed or problematic.
Restrictive Layer (if observed):
Tvoe: none observed
Depth (inches):
Hydric Soil Present? Yes X No
Hydric soil indicators present.
US Army Corps of Engineers Eastern Mountains and Piedmont — Interim Version

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Green Level Force Main and Gravity Sewer ,
Section 401 General Certification 3884 Pre - Construction Notification
Appendix 132: Green Level Gravity Sewer - Woodlands --
Preliminary Jurisdictional Determination Package
Project Vicinity Map'
Wake County Soils Survey'
Preliminary Jurisdictional Determination Forme
Wetland Determination Data Forms2
Green Level Interceptor Wetlands Delineation Exhibit2
1Provided by EcoEngineering and updated by Brown and Caldwell
2 Revised and replaced by Brown and Caldwell in July 20, 2012 submittal
B
P \Cary\133274 - Western Wake EIS Advisory\111 Permitting ASSlstance \04 -Indiv 401_404 Green Level FM_GS \NCDWQ 401 Information \PCN - Additional Blook
Information for signature 092112 docx

Project Vicinity Map'
1 Provided by EcoEngineering and updated by Brown and Caldwell

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U565,13 MINUTE QUADRANGLE; "GREEN LEVEL, NG." Ic113, PHOTOREVI5ED IG51;
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PROJECT NO. CRY-10000
FILENAME: CRY10000.DWG
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SCALE: 1 " = 2 000'
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05 -13 -2010
GREEN LEVEL IMRCEPrI R
PROJECT VICINITY MAP
CARY, NORTH CAROLINA
REcoEngineering
A division of Mw John R McAdams Company, Inc.
ENGMEW • PLAINS • SURVEYORS • SNVERONNEW4L
RESRARCH TRIMCIB PAR[ • CHARLOTTE
= Raidim Pak.". Nu6.n RC 2"13
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Wake County Soils Survey1
'Provided by EcoEngineering and updated by Brown and Caldwell

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PROJECT NO.
CRY-10000
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0 FILENAME: CRY1000o.DWG
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Preliminary Jurisdictional Determination Forme
2 Revised and replaced by Brown and Caldwell in July 20, 2012 submittal

(3 _Z
ATTACHMENT
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): June 28, 2012
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Town of Cary, Contact Person: Stephen Brown
=b 5�w -fobs -abl$9
C. ppISTRI T OFFICE, FILE AME, AND NUMBER: Wilmington Di trict,
W �5 -terms � ec�, 0A4A,? � -s� a�e,� >M �h �5evn �a47 [14►es
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: This
portion of the Western Wake project is known as the Green Level Interceptor and
is located west of The Woodlands Subdivision at Green Level Crossing off of
Green Level Church Road (SR 1600). The project ties into an existing sanitary
sewer system and addresses re- delineating two areas (north and south of
existing system) from an expired delineation. The Green Level Interceptor will
connect into the north and south ends of the existing system. The re- delineated
areas include these connections and tie into the existing approved delineation
performed by EcoEngineering and approved by the USACE AID# SAW -2011-
00256.
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State: NC County /parish /borough: Wake County
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.788930 North, Long. 78.908670 West.
Universal Transverse Mercator:
Name of nearest waterbody: White Oak Creek
Identify (estimate) amount of waters in the review area:
Non - wetland waters: N/A
Cowardin Class:
Stream Flow: N/A
Wetlands: 0.08 acre.
Cowardin Class: Forested
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non - Tidal:

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
10 Office (Desk) Determination. Date: 19 I
. j Field Determination. Date(s):
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
Oa

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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.
This preliminary JD finds that there '"may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for preliminary JO (check all that apply
- checked items should be included in case file and, where checked and
requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the
applicant /consultant: Brown and Caldwell
® Data sheets prepared /submitted by or on behalf of the
applicant/consultant.
® Office concurs with data sheets /delineation report.
❑ Office does not concur with data sheets /delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
® U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
® USGS 8 and 12 digit HUC maps. 03030002
® U.S. Geological Survey map(s). Cite scale & quad name: Green Level.
❑ USDA Natural Resources Conservation Service Soil Survey. Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State /Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is:
of 1929)
(National Geodectic Vertical Datum
❑ Photographs. ❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later Jurisdictional determinations.
J-, � -
Si ature and date of
Regulatory Project Manager
(REQUIRED)
0, - r l 2012 , (L
Signat a an ate of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)
3

SAMPLE
Site
number
Latitude
Longitude
Cowardin
Class
Estimated
amount of
Aquatic
resource in
review area
Class of
aquatic
resource
Wetland D
35.78798
- 78.90830
PFO1
0.05 acre
non - section
10 — wetland
Wetland E
35.79091
- 78.90846
PFO1
0.03 acre
non - section
10 — wetland

Wetland Determination Data Forms2
2 Revised and replaced by Brown and Caldwell in July 20, 2012 submittal

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site- Green Level Gravity Sewer City /County Town of Cary Sampling Date 6/28/2012
Applicant/Owner Town of Cary State: NC Sampling Point. #1 Upland
Investigator(s) Ben Nash/ Crystal Muller Section, Township, Range.
Landform (hdlslope, terrace, etc )- hillslope Local relief (concave, convex, none), concave Slope ( %): 5%
Subregion (LRR or MLRA)- P/133A Lat: 35.788066 Long- -78.908309 Datum. --
Sod Map Unit Name. Wehadkee NWI classification PSS
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks )
Are Vegetation Sod or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Sod or Hydrology naturally problematic? (if needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Is the Sampled Area
Hydnc Soil Present? Yes No X within a Wetland? Yes No _X
Wetland Hydrology Present? Yes No X
Remarks
Sample was taken on a mild slope near the edge of the wetland, along the proposed pipeline
corridor. Location approximately 25 feet from property boundary.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is reouired, check all that apply)
_ Surface Sod Cracks (B6)
_ Surface Water (Al)
_ True Aquatic Plants (B14)
_ Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (B10)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
_ Water Marks (B1)
_ Presence of Reduced Iron (C4)
— Dry- Season Water Table (C2)
_ Sediment Deposits (B2)
_ Recent Iron Reduction in Tilled Sods (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (63)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (B4)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (65)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (B7)
_ Shallow Aquitard (D3)
_ Water - Stained Leaves (139)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (1313)
_ FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes
No X_ Depth (inches)
Water Table Present? Yes
No Depth (inches)
Saturation Present? Yes
No Depth (inches),
Wetland Hydrology Present? Yes No X
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
none available
Remarks:
No wetland hydrology indicators were present at this location.

VEGETATION (Four Strata) — Use scientific names of plants.
Tree Stratum (Plot size, 30 Ft ) % Cover Species? Status
1 sinus taeda 80 YF.S FAC
2 liriodendron tulipifera I wo FAC
3
4
5
6
7
Sampling Point #1 Upland
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC 2 (A)
Total Number of Dominant
Species Across All Strata* 3 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC 66% (A/B)
5
6
7
8
9.
10
45 = Total Cover
Herb Stratum (Plot size, 10 Ft )
1, lonicera maackii 5 NO FAC'
2 smilax rotundifolia 5 No FAC
3 toxicodendron radicans 5 NO F A C
4.
5
6.
7
8
9
10.
11
12
= Total Cover
Woody Vine Stratum (Plot size- 15 Ft 15 )
1
2
3
4
5.
6
= Total Cover
Remarks (Include photo numbers here or on a separate sheet )
Dense canopy cover
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_ 3 - Prevalence Index is 53 0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic
Definitions of Four Veaetation Strata:
Tree — Woody plants, excluding vines, 3 in (7 6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling /Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than 3 28 ft (1 m) tall
Herb — All herbaceous (non - woody) plants, regardless
of size, and woody plants less than 3 28 ft tall
Woody vine — All woody vines greater than 3 28 ft in
height
Hydrophytic
Vegetation
Present? Yes X No
Total % Cover of
Multiply by
8
90 = Total Cover
OBL species
x 1 =
Saoltno /Shrub Stratum (Plot size 30 Ft
)
FACW species
x 2 =
1 carpinus caroliniana
20 YES FAC
FAC species
x 3 =
2 rornus florida
20 YES FACU
FACU species
x 4 =
3 gra
5 NO FAC
UPL species
x 5 =
4
Column Totals
(A) (B)
5
6
7
8
9.
10
45 = Total Cover
Herb Stratum (Plot size, 10 Ft )
1, lonicera maackii 5 NO FAC'
2 smilax rotundifolia 5 No FAC
3 toxicodendron radicans 5 NO F A C
4.
5
6.
7
8
9
10.
11
12
= Total Cover
Woody Vine Stratum (Plot size- 15 Ft 15 )
1
2
3
4
5.
6
= Total Cover
Remarks (Include photo numbers here or on a separate sheet )
Dense canopy cover
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
_ 3 - Prevalence Index is 53 0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic
Definitions of Four Veaetation Strata:
Tree — Woody plants, excluding vines, 3 in (7 6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling /Shrub — Woody plants, excluding vines, less
than 3 in. DBH and greater than 3 28 ft (1 m) tall
Herb — All herbaceous (non - woody) plants, regardless
of size, and woody plants less than 3 28 ft tall
Woody vine — All woody vines greater than 3 28 ft in
height
Hydrophytic
Vegetation
Present? Yes X No

SOIL
Sampling Point, #1 i 1 Ip an
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Tvoe Loc2 Texture Remarks
0 -12 7.5YR 4/2 100 sandy loam
12 -24 7.5YR 5/4 100 clay loam
'Type C= Concentration, D =De letion, RM= Reduced Matrix, MS= Masked Sand Grains. 2Location PL =Pore Lining, M =Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils':
_ Histosol (Al)
_ Dark Surface (S7)
Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Stratified Layers (A5)
_ Depleted Matrix (173)
2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Thick Dark Surface (At 2)
_ Redox Depressions (F8)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
Sandy Gieyed Matrix (S4)
_ Umbnc Surface (F13) (MLRA 136, 122)
Sandy Redox (S5)
_ Piedmont Floodplam Soils (F19) (MLRA 148)
Stripped Matrix (S6)
Restrictive Layer (if observed):
Type none observed
Depth (inches)-
Remarks
No hydric soil indicators are present
_ 2 cm Muck (A10) (MLRA 147)
_ Coast Prairie Redox (A16)
(MLRA 147, 148)
Piedmont Floodplam Soils (F19)
(MLRA 136, 147)
_ Red Parent Material (TF2)
Very Shallow Dark Surface (TF12)
_ Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic
Hydric Soil Present? Yes
No X

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site Green Level Gravity Sewer City /County Town of Cary sampling Date: 6/28/2012
Applicant/Owner. Town of Cary State. NC Sampling Point* #2 Wetland
Investigator(s) Ben Nash/ Crystal Muller Section, Township, Range:
Landform (hillslope, terrace, etc.). low area Local relief (concave, convex, none)- concave Slope ( %) 0 -2%
Subregion (LRR or MLRA). P/1 33A Lat: 35.88075 Long: - 78.908385 Datum: --
Sod Map Unit Name Wehadkee NWI classification PSS
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation , Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation . Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks )
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes _X No
Wetland Hydrology Present? Yes X No
Remarks:
Sample was taken within a wetland, near a small channel with slowly moving water.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_ Surface Soil Cracks (136)
_X Surface Water (Al) _ True Aquatic Plants (614)
_ Sparsely Vegetated Concave Surface (138)
X High Water Table (A2) _ Hydrogen Sulfide Odor (Cl)
X Drainage Patterns (610)
X Saturation (A3) _ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
Water Marks (131) _ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
Sediment Deposits (132) _ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
Drift Deposits (133) _ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134) _ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
Iron Deposits (135)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Agwtard (D3)
Water - Stained Leaves (139)
Microtopographic Relief (D4)
_ Aquatic Fauna (1313)
_ FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes X No Depth (inches) oil
Water Table Present? Yes X No Depth (inches). 811
Saturation Present? Yes X No Depth (inches) Oil
Wetland Hydrology Present? Yes X No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
none available
Remarks.
Surface water present in the form of a small channel running through the middle of the wetland.
Most of the wetland was not underwater but showed signs of saturation and had a high water
table.

VEGETATION (Four Strata) — Use scientific names of plants. Sampling Point #2 Wetland
5.
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size 30 Ft )
% Cover Species? Status
Number of Dominant Species
1 betula nigra
100 YF.R FACW
That Are OBL, FACW, or FAC
(A)
2
Total Number of Dominant
3.
Species Across All Strata:
(B)
4
Percent of Dominant Species
5.
= Total Cover
That Are OBL, FACW, or FAC
(A/B)
6.
Problematic Hydrophytic Vegetation' (Explain)
1 Saururus cernuus
60 YFC t7Ri.
Prevalence Index worksheet:
2
7.
3•
be present, unless disturbed or problematic
Total % Cover of Multiply by'
8.
5
1 �(1 =Total Cover
OBL species x 1 =
Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or
Sapling /Shrub Stratum (Plot size 30 Ft
)
FACW species x 2 =
7.
1
height.
FAC species x 3 =
2.
FACU species x 4 =
3,
UPL species x 5 =
4
Column Totals (A)
(B)
5.
Prevalence Index = B/A =
6
Hydrophytic Vegetation Indicators:
7
y 1 - Rapid Test for Hydrophytic Vegetation
8
2 - Dominance Test is >50%
9
3 - Prevalence Index is <_3 0'
10.
4 - Morphological Adaptations' (Provide supporting
Herb Stratum (Plot size. 10 Ft )
= Total Cover
_
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
1 Saururus cernuus
60 YFC t7Ri.
—
2
'Indicators of hydric soil and wetland hydrology must
3•
be present, unless disturbed or problematic
4
Definitions of Four Vegetation Strata:
5
6
Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
7.
height.
8
Sapling /Shrub – Woody plants, excluding vines, less
9
than 3 in DBH and greater than 3 28 ft (1 m) tall
10
Herb – All herbaceous (non- woody) plants, regardless
11
of size, and woody plants less than 3 28 ft tall.
12
60 = Total Cover
Woody vine – All woody vines greater than 3 28 ft in
Woody Vine Stratum (Plot size 15 Ft )
height.
1.
2.
3
4
Hydrophytic
5
Vegetation
6,
Present? Yes X No
= Total Cover
Remarks. (Include photo numbers here or on a separate sheet )
Dense canopy cover; Rapid test performed; site is adjacent to cleared easement and newly
constructed residential area

SOIL
Sampling Point, #2 Wetland
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc Texture Remarks
0 -12 7.5YR 511 90 1()YR 5/6 10 C FL loam
12 -24 IOYR 6/1 100 clay loam
RM= Reduced Matrix, MS= Masked Sand Grains.
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
_ Black Histic (A3)
_ Hydrogen Sulfide (A4)
_ Stratified Layers (A5)
_ 2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (Al 1)
_ Thick Dark Surface (Al2)
_ Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
_ Sandy Gleyed Matrix (S4)
_ Sandy Redox (S5)
Stripped Matrix (S6)
Type none observed
Depth (inches)
Remarks:
F3 hydric soil indicator present.
2Location PL =Pore Lining, M =Matrx
Indicators for Problematic Hydric Soils':
Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Loamy Gleyed Matrix (F2)
_ Piedmont Floodpiain Soils (F19)
X Depleted Matrix (F3)
(MLRA 136, 147)
_ Redox Dark Surface (F6)
_ Red Parent Material (TF2)
Depleted Dark Surface (F7)
_ Very Shallow Dark Surface (TF12)
Redox Depressions (F8)
_ Other (Explain in Remarks)
Iron - Manganese Masses (F12) (LRR N,
MLRA 136)
Umbnc Surface (F13) (MLRA 136, 122) 3Indicators of hydrophytic vegetation and
_ Piedmont Floodpiain Soils (F19) (MLRA 148) wetland hydrology must be present,
unless disturbed or problematic
Hydric Soil Present? Yes X No

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Project/Site: Green Level Gravity Sewer
Applicant/Owner Town of Cary
Investigator(s) Ben Nash/ Crystal Muller
Landform (hillslope, terrace, etc ) low area
Subregion (LRR or MLRA) P /133A Lat
Sod Map Unit Name- Wehadkee
Are climatic / hydrologic conditions on the site typical fc
Are Vegetation , Sod or Hydrology _
Are Vegetation , Soil or Hydrology _
City/County. Town of Cary sampling Date: 6/28/2012
State NC Sampling Point* #3 Wetland
Section, Township, Range '-
Local relief (concave, convex, none): concave Slope ( %). 0 -2%
35.791150 Long. - 78.908464 Datum --
NWI classification PSS
)r this time of year? Yes X No (If no, explain in Remarks.)
_ significantly disturbed? Are "Normal Circumstances" present? Yes X No
_ naturally problematic? (if needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Is the Sampled Area
Hydnc Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes _ X No
Remarks
Sample was taken within a bottomlands wetland that had no standing water. Site is adjacent to an
existing sanitary sewer easement.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required, check all that apply)
_ Surface Soil Cracks (B6) 1{
_ Surface Water (A1) _ True Aquatic Plants (B14)
_ Sparsely Vegetated Concave Surface (138)
High Water Table (A2) Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (B10)
X Saturation (A3) _ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
_ Water Marks (61) _ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
Sediment Deposits (B2) _ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
X Drift Deposits (133) _ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134) _ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (B5)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
X Water - Stained Leaves (B9)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (1313)
_ FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No X Depth (inches)
Water Table Present? Yes __ No Depth (inches) 13 +11
it
Saturation Present? Yes —X - No Depth (inches)- 12
Wetland Hydrology Present? Yes X No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
none available
Remarks,
Wetland Hydrology parameters met.

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point #3 Wetland
Remarks: (Include photo numbers here or on a separate sheet )
Dense canopy cover, primarily red maple. Hydrophytic vegetation parameters met.
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size- 30 Ft )
% Cover
Species? Status
Number of Dominant Species
1 acer rubrum
80
YF.0 FAC
That Are OBL, FACW, or FAC 5 (A)
2 li id b ,racy
�
��
YES FAC
uamar s r ua
� �
Total Number of Dominant
3
Species Across All Strata: 5 (B)
4
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC 100% (A/B)
6
Prevalence Index worksheet:
7
8
Total % Cover of Multiply by.
100
= Total Cover
OBL species x 1 =
Sapling /Shrub Stratum (Plot size. 30 Ft
)
FACW species x 2 =
1 fraxinus pennsylvanica
50
YES FACW
FAC species x 3 =
2. acer rubrum
10
NO FAC
FACU species x 4 =
3 ulmus americana
5
NO FACW
UPL species x 5 =
4. ilex decidua
5
NO FACW
Column Totals (A) (B)
5.
Prevalence Index = B/A =
6
Hydrophytic Vegetation Indicators:
7
1 - Rapid Test for Hydrophytic Vegetation
8
_
X 2 - Dominance Test is >50%
9
3 - Prevalence Index is 53 0'
10
4 - Morphological Adaptations' (Provide supporting
Herb Stratum (Plot size* 10 Ft )
70
= Total Cover
_
data in Remarks or on a separate sheet)
1 saururus cernuus
10
YFR (ART.
— Problematic Hydrophytic Vegetation' (Explain)
2 hnehmeria rvlindrica
10
YES FAC W
s
'Indicators of hydric soil and wetland hydrology must
3
be present, unless disturbed or problematic
4
Definitions of Four Vegetation Strata:
5
6
Tree – Woody plants, excluding vines, 3 in (7 6 cm) or
more in diameter at breast height (DBH), regardless of
7
height.
8
Sapling /Shrub – Woody plants, excluding vines, less
9
than 3 in DBH and greater than 3 28 ft (1 m) tall
10
10
Herb – All herbaceous (non- woody) plants, regardless
of size, and woody plants less than 3 28 ft tall
12
-
20
= Total Cover
Woody vine – All woody, vines greater than 3.28 ft in
15 Ft
Woody Vine Stratum (Plot size* )
1
2
3
4.
5
Hydrophytic
Vegetation
6
Present? Yes X No
= Total Cover
Remarks: (Include photo numbers here or on a separate sheet )
Dense canopy cover, primarily red maple. Hydrophytic vegetation parameters met.

SOIL
Sampling Point: #-3 Wetland
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Tvoe Loc
Texture Remarks
0 -3 l OYR 4/3 100
sandy loam
3 -4 l OYR 7/4 100
loam
4_12 10YR 511 90
2.5YR 3/6 10 C FL
loam
12 -24 10YR 4/1 100
clay loam
'Type. C= Concentration, D =De letion, RM= Reduced Matrix, MS= Masked Sand Grains 2Location• PL =Pore Lining, M =Matrx
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (SS) (MLRA 147, 148) _ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplam Sods (1719)
_ Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (Al 0) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (TF2)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Very Shallow Dark Surface (TF12)
_ Thick Dark Surface (Al 2)
_ Redox Depressions (F8)
_ Other (Explain in Remarks)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbnc Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
Sandy Redox (S5)
_ Piedmont Floodplam Sods (F19) (MLRA 148) wetland hydrology must be present,
_ Stripped Matrix (S6)
unless disturbed or problematic
Restrictive Layer (if observed):
Type none observed
Depth (inches)
Hydric Soil Present? Yes X No
Remarks -
S5 hydric soil indicator present.

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont
Pro)ect/Site• Green Level Gravity Sewer City /County Town of Cary sampling Date, 6/28/2012
Applicant/Owner Town of Cary State NC Sampling Point #4 Upland
Investigator(s) Ben Nash/ Crystal Muller Section, Township, Range• --
L.andform (hillslope, terrace, etc ): flat 12ine Local relief (concave, convex, none) none Slope ( %). 0%
Subregion (LRR or MLRA)• P /133A Lat: 35.79116 Long, -78.908362 Datum: --
Sod Map Unit Name-— Wehadkee - NWI classification. PSIS
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation , Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation , Sod or Hydrology naturally problematic? (If needed, explain any answers in Remarks )
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No
Is the Sampled Area
Hydnc Sod Present? Yes No X within a Wetland? Yes No _X
Wetland Hydrology Present? Yes No X
Remarks:
Sample was taken on a flat area near the edge of the wetland, along the proposed pipeline corridor.
Location was near existing sanitary sewer manhole.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required, check all that apply)
_ Surface Soil Cracks (66)
_ Surface Water (Al)
_ True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (68)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
_ Drainage Patterns (B10)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (B16)
_ Water Marks (131)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
_ Sediment Deposits (62)
_ Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (133)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (134)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Agwtard (D3)
_ Water- Stained Leaves (139)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (1313)
_ FAC- Neutral Test (D5)
Field Observations:
Surface Water Present? Yes
No X Depth (inches)
Water Table Present? Yes
No __X Depth (inches):
Saturation Present? Yes
No —X- Depth (inches)
Wetland Hydrology Present? Yes No X
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
none available
Remarks
No wetland hydrology indicators were present at this location.

VEGETATION (Four Strata) — Use scientific names of plants.
Sampling Point #4 Upland
Remarks (Include photo numbers here or on a separate sheet )
Dense canopy cover - primarily pine.
Absolute Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size* 30 Ft )
% Cover Species? Status
Number of Dominant Species
1. Anus taeda
70 yF.0 FAC
That Are OBL, FACW, or FAC (A)
2 liquidambar styraciflua
No FAC
_10
Total Number of Dominant
3 liriodendron tulgifera
�p _ VFC FAC
Species Across All Strata 8 (B)
4.
Percent of Dominant Species
5
That Are OBL, FACW, or FAC: 88% (A/B)
6
Prevalence Index worksheet:
7
Total % Cover of Multiply by,
8
1 10 = Total Cover
OBL species x 1 =
Sapling /Shrub Stratum (Plot size 30 Ft
)
FACW species x 2 =
1 acer rubrum
50 YES FAC
FAC species x 3 =
2 ouercus ninigra
20 YES FAC
FACU species x 4 =
3
UPL species x 5 =
4
Column Totals, (A) (B)
5
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7
_ 1 - Rapid Test for Hydrophytic Vegetation
8
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is 53.0'
10
4 - Morphological Adaptations' (Provide supporting
70 = Total Cover
_
data in Remarks or on a separate sheet)
Herb Stratum (Plot size 10 Ft )
Problematic Hydrophytic Vegetation' (Explain)
1. mires inm viminprim
20 YFS FAC
—
2 smilax rotundifolia
10 YES FAC
10 YRO,C
'Indicators of hydric soil and wetland hydrology must
3 vitis rotundifolia
be present, unless disturbed or problematic.
4
Definitions of Four Vegetation Strata:
5.
6
Tree – Woody plants, excluding vines, 3 in (7.6 cm) or
more in diameter at breast height (DBH), regardless of
7
height.
8.
Sapling /Shrub – Woody plants, excluding vines, less
9
than 3 in. DBH and greater than 3.28 ft (1 m) tall
10
Herb – All herbaceous (non- woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall
12
40 = Total Cover
Woody vine – All woody vines greater than 3 28 ft in
Woody Vine Stratum (Plot size 15 Ft )
height.
1
2
3
4
Hydrophytic
5•
Vegetation
6
Present? Yes X No
= Total Cover
Remarks (Include photo numbers here or on a separate sheet )
Dense canopy cover - primarily pine.

SOIL
Sampling Point #411 In and
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc Texture Remarks
0 -12 7.5YR 5/2 100 sandy loam
12 -24 10YR 7/3 100 clay loam
'Type: C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains 2Location PL =Pore Lining, M= Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (Al 0) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (Al 6)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Sods (F19)
_ Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (Al 0) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (TF2)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Very Shallow Dark Surface (TF12)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Other (Explain in Remarks)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbnc Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrix (S6)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type none observed
Depth (inches).
Hydric
Soil Present? Yes No X
Remarks.
No hydric soil indicators are present

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Green Level Force Main and Gravity Sewer
Section 401 General Certification 3884 Pre - Construction Notification Package
Appendix C: Wetland and Stream Quality Assessment
Forms
P \Cary\133274 - Western Wake EIS Advisory\111 Permitting Assistance \04 -Indiv 401_404 Green Level FM_GS \NCDWQ 401 Information \PCN - Additional Block
Information for signature 092112 docx

USACE AID#
DWQ # Site # (indicate on attached map)
;,o,; STREAM QUALITY ASSESSMENT WORKSHEET
urW 9%"k dw 6ve, Gross;
'rovide the following information for the stream reach under assessment:
1. Applicant's name:
3. Date of evaluation: 3 12
5. Name of stream: o(\
7. Approximate drainage area: C( co aae's
9. Length of reach evaluated: q oo
2. Evaluator's name: � A� er
4. Time of evaluation:
6. River basin• COQ_
S. Stream order: V4
10. County: wmine
11. Site coordinates (if known): ppprefer in decimal degrees. 12. Subdivision name (if any):
Latitude (ex. 34.872312): � -1 n CM 6 Longitude (ex 77.556611): — -1 a • a 0757?
Method location determined (circle): OPS opo S Ortho (Aerial) Photo /GIS " Other GIS Other
13. Location of re��accrh under evaluation earby roads and andmarks and attach map identifying stream(s) location):
Ln
W CSC
14. Proposed channel work (if any): no r\(2-
15. Recent weather conditions: C 2 aC 0'� 3-
16. Site conditions at time of visit: 0,,J� C
17. Identify any special waterway classifications known: _Section 10 `Tidal Waters Essential Fisheries Habitat
Trout Waters Outstanding Resource Waters _ Nutrient Sensitive Waters `Water Supply Watershed (I -IV)
18. Is there a pond or lake located upstream of the evaluation point? YES 6 If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES NO
1. Estimated watershed land use: V 51% Residential
W–% Forested
22. Bankf dl width:
20. Does channel appear on USDA Soil Survey? YES NO
—% Commercial —% Industrial Agricultural
_% Cleared / Logged _% Other ( )
23. Bank height (from bed to top of bank):
24. Channel slope down center of stream: Flat (0 to 2 %) _Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep ( >10 %)
25. Channel sinuosity: Straight _Occasional bends 417requent meander _Very sinuous _Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 10 Comments;
Z �` - Evaluator's Signature Date /Me-/Za
This channel evaluation o°rmn ended to be used only as a guide to assist landowners and a vironmental professionals in
,thering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
gal ty. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change – version 06/03. To Comment, please call 919- 876.8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
2
ECUl Mapiv
ruin i
�""r"
SCORE
Coastal
Piedmont
Mountain
#
CHARACTERISTICS
Presence of now / persistent pools in stream
0-5
0 - 4
0-5
1
no flow or saturation = 0• strong flow = max points)
Evidence of past human alteration
0-6
0-5
0-5
2
extensive alteration = 0 no alteration = max points)
arian zone
SOUS
0 - 6
0 - 4
0 - 5
J
3
no buffer = 0• Conti wide buffer = max rots
Evidence of nutrient or chemical discharges
0 - 5
0 - 4
0-4
4
extensive discharges = 0• no discharges = max rots
Groundwater discharge
0-3
0-4.
0-4
5
no discharge = 0 wedands. etc. = max rots
0-4
0-4
0-2
3
V
Presence of adjacent IIoodplain
6
ao fl lain = 0• extensive fl lain = max pgjnis
Entrenchment / ltoodplain access
0-5
0-4
0-2
t�•
7
1 entrenched = 0• fi fl =max i�
Presence of adjacent wetlands
0-6
0-4
0-2
8
no wetlands = 0 e 'scent wetlamda =max points
Channel sinuosity
0-5
0-4
0-3
9
e�ctensive channeHzation = 0• natural meander = max rots
Sediment input
0- 5
0-4
0-4
10
extensive salon= 0• little or no sedi�nt =max is
Size & diversity of channel bed substrate
NA*
0-4
0 - 5
O
11
fine homogenous = 0• a diverse sizes =max
Evidence of channel incision or widening 0-5
0 _. 4
0-5
12
d incised = 0• stable bed dt banks = max pojW
0—
Presence of major bank failures 0-5
0 - 5
0-5
a
13
severe erosion = 0• no erosion, stable banks = max rots
Root depth and density on banks 0-3
0 - 4
0-5
14
no visible roots = 0• dense roots throughout = max rots
ri
Impact by agriculture, livestock, or timber production 0-5
0 - 4
0-5
15
substantial impact =0• no evidence = max points)
Presence of riffle-pool/ripple-pool complexes 0-3
0 - 5
0-6
16
no riffies/ ' les or is = 0• well-developed = max points)
Habitat complexity 0-6
0-6
0-6
E{
d
17
(little or no habitat = 0 varied habitats = max ints
Canopy coverage over streambed 0-5
0 - 5
0-5
18
no shading vegetation = 0• continuous canopy = max PoiPW
Substrate embeddednesa NA*
0-4
0-4 2
19
1 embedded = 0. structure = max
Presence of stream invertebrates (see page 4)
0-4
0 - 5
0-5
20
no evidence= 0;-common, 0;—common, numerous types= max PoWtAs
Presence of amphibians
0-4
0-4
0-4
2I
Q no evidence = 0. common, numerous DMes = max points)
a Presence of fish
0-4
0-4
0-4
22 no evidence = 0• common, numero us = max points)
.---
Evidence of wildlife use
0-6
0 - 5
0-5
23 no evidence = 0, evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on
first page)
* These characteristics are not assessed in coastal streams.
2

USACE AID# DWQ # Site # (indicate on attached map) F
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: 2. Evaluator's name: C�N �:k, JA��Ipj-
3. Date of evaluation:—,..2)J � 2011 //,,4. Time of evaluation: rc,,,
5. Name of stream: /� �91i. River basin: R?q _
7. Approximate drainage area: b aciv IQ,_ 8. Stream order :_ l
9. Length of reach evaluated: Im _ 10. County: "V
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): —�
Latitude (ex. 34.872312): 3 : • 7 Ct 1bgt Longitude (ex 77.556611): -18 . -l0 q 1,-577
Method location determined (circle): GP5 T�nvy Ortho (Aerial) Photo /GIS Other GIS Other
13. Location of reach de&evaluaa (note l oads a nd landmarks and attach map identifying stream(s) location):
14. Proposed channel work (if any): LI
15. Recent weather conditions: ( c�r—,Sk_ x
16. Site conditions at time of visit: V ��. 10.5
17. Identify any special waterway classifications known: _Section 10 _Tidal Waters Essential Fisheries Habitat
Trout Waters outstanding Resource Waters _ Nutrient Sensitive Waters Water Supply Watershed (I -IV)
18. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES NO
21. Estimated watershed land use: .�7f'�21,o Residential
1. Forested
22. Bankfull width: L
24. Channel slope down center of stream: _Flat (0 to 2 1%;
25. Channel sinuosity: Straight _Occasional bends
20. Does channel appear on USDA Soil Survey? YES NO
_% Commercial _% Industrial 8-0% Agricultural
---% Cleared / Logged _% Other
23. Bank height (from bed to top of bank):
� r
,Gentle t)o 4 %) _Moderate (4 to 10 %) _Steep ( >10 %)
Frequent meander Very sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): \50 Comments:
Evaluator's Signature ��-- Date 3WIWIZ
This channel evaluatio for is intended to be used only as a guide to assist landowners and eivlronmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 06/03. To Comment, please call 919 - 876 -8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
2
_
ECOREGION
POINT
RANGE
SCORE
#
CAARA,CTERISTICS
Coastal
Piedmont
mountain
Presence of now / persistent pools in stream
0-5
0 - 4
0-5
1
no flow or saturation = 0• strop flow = max oints
Evidence of past human alteration ��
9=6
0 - 5
0-5
2
extensive alteration = 0• no alteration = max oints
Riparian zone
0-6
0-4
3
no buffer = 0• contiguous, wide buffer = max Points
Evidence of nutrient or chemical discharges
0 - 5
p _ 4
0-4
4
extensive ites = 0. disc es = max rots
Groundwater discharge
0 - 3
.0 _.4 .
0 - 4
5
no dischaige = 0• wedan etc. = max is
Presence of adjacent tloodplain
O_4
0-4
0-2
6
no f loodplain = 0, fl lain = max Points)
qEntrenchment
/ Doodplain access
0 - 5
0-4,
0 - 2
p+
1 entrenched = 0• frequent fl =max is
Presence of adjacent wetlands
0-6
0-4
0-2
8
no wetlands = 0, adjacent wetlands = max poinm
Channel sinuosity
0-5
0-4
0-3
9
extensive channelization = 0. ul meander = max ints
Sediment input
0-5
0-4
0-4
10
extensive sition= 0• little or no sediment =max rots
Size & diversity of channel bed substrate
NA*
0-4
0 -5
11
fine homonenous = 0; large, diverse sizes = max POMMO
Evidence of channel incision or widening
0-5
0 - 4
___j
0-5
12
1 incised = 0• stable bed & banks = max oints
____
Presence of major bank failares
0-5
0 - 5
0-5
a
13
severe erosion 0• no erosin stable banks = max ints
�q
,=
Root depth and density on banks
0-3
0 - 4
0-5
d
14
no visible roots = 0• dense roots throe out = �x is
w
�L
Impact by agriculture, livestock, or timber. production
'
0-5
0 - 4
0-5
15
substantial inmact =0• no evidence = max ints
Presence of riffie- pooUripple -pool complexes
0-3
0 - 5
0-6
16
no riffles/ ' les or pools= 0• well-developed = max rots
d
Habitat complexity
0-6
0-6
0-6
17
ittle or no habitat = 0,fiuluent varied habitats = max ints
Canopy coverage over streambed
0-5
0 - 5
0-5
18
no shading vegetation = 0• continuous canopy = max Points)
Substrate embeddedness
NA*
0-4
0 - 4
19
1 embedded = 0• loose strucbue =max
Presence of stream invertebrates (see page 4)
0-4
0 _ 5
0 - 5
20
no evidence = 0• common, numerous = max poiAWS
Presence of amphibians
0-4
0-4
0-4
G
21
no evidence = 0• common,. numerous IYM = max Points)
_.
0-4
0-4
0-4
r3
Presence of fish
22
no evidence = 0• common, numerous types = max Points)
Evidence of Wildlife use
0-6,
0 - 5
0 - 5
23
no evidence = 0• abundant evidence= max ints
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
* These characteristics are not assessed in coastal streams.
2

USACE AID# DWQ # Site # (indicate on attached map)
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name:
3. Date of evaluation: L5 I n�/a�
5. Name of stream: Teal �
7. Approximate drainage area: e7gn ac lL _
9. Length of reach evaluated: to o
2. Evaluator's name:
4. Time of evaluation: R.60
6. River basin: �
8. Stream ordcr:4�
10. County: CI h - -- -
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any):
Latitude (ex. 34.872312): 1 3 `7 Longitude (ex. 77.556611): ` 78.9 08'-5 R
Method Iocation determined (circle): GPS �nyy Ortho (Aerial) Photo /GIS Other GIS Other
13. Location of reach under evaluation (notds and land marks and attach map identifying stream(s) location):
14. Proposed channel work (if any):
15. Recent weather conditions:
16. Site conditions at time of visit: _ - rl1.
17. Identify any special waterway classifications known: _Section 10 _Tidal Waters Essential Fisheries Habitat
Trout Waters Outstanding Resource Waters _ Nutrient Sensitive Waters Water Supply Watershed (I -IV)
18. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES NO 20. Does channel appear on USDA Soil Survey? YES NO
21. Estimated watershed land use: 2�- % Residential % Commercial % Industrial (O % Agricultural
�% Forested _% Cleared / Logged _% Other ( )
22. Bankfull width: 5 23. Bank height (from bed to top of bank):
24. Channel slope down center of stream: 4FIat (0 to 2 %) _Gentle (2 to 4 0/6) _Moderate (4 to 10 0/6) _Steep ( >ld%)
25. Channel sinuosity: Straight _Occasional bends Frequent meander Very sinuous _Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Evaluator's Signature Dater lJ�► Z
This channel evaluation form is intended to a used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919- 876 -8441 x 26.

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
2
_—,
ECOREGION POINT
RANGE
SCORE
Coastal
Piedmont
Mountain
#
CHARACTERISTICS
Presence of now / persistent pools in stream
0-5
0 - 4
0-5
1
no flow or saturation = 0• strong flow = max points)
Evidence of past human alteration
0-6
0-5
0-5
2
extensive alteration = 0• no alteration = max points)
3
Riparian zone
0-6
0-4
0-5
3
no buffer = 0• conti us wide buffer = max rots
Evidence of nutrient or chemical discharges
0-5
0 - 4
0-4
4
extensive discharges = 0• no disc es = max rots
5
Groundwater discharge
0-3'
0-4
0-4
no dischame = 0 seeps, wetlands etc. = max pomts
y
6
Presence of adjacent floodplain
0-4
0-4
0-2
no floodplain = 0• extensive floodplain = max
Entrenchment / floodplain access
p- 5
0- 4
0- 2
a+
1 entrenched = 0• ucet fl =max rots
Presence of adjacent wetlands
0-6
0-4
0-2
8
no wetlands = 0• large actacent wetlands = max poWW
9
Channel sinuosity
0-5
0-4
0-3
extensive channelization = 0• naWal meander = max
10
Sediment input
0-5
0-4
0-4
extensive sition= 0• little or no sediment = max POW
Size & diversity of channel bed substrate
NA*
0-4
0 - 5
'Z
11
(fine enons = 0 diverse sizes = max
Evidence of channel incision or widening
0-5
0 - 4
0-5
y�
12
incised = 0• stable bed 8t basics = max pointsA
�i
13
Presence of major bank failures
0-5
0 - 5
0-5
a
severe erosion = 0• no erosion, stable banks = max points)
14
Root depth and density on banks
0-3
0 - 4
0-5
3
no visible roots = 0• dense roots throughout = max points)
y
Impact by agriculture' livestock or timber production
0-5
0 - 4
0-5
15
substantial impact =0• no evidence = max points)-
Presence of riffle- pooUripple -pool complexes
0-3
0-5
0-6
t
16
no riffi les or pools = 0• well-developed = max rots
i7
Habitat complexity
0-6
0 - 6
0-6
(little or no habitat = 0• fiequenL varied habitats = max ints
18
Canopy coverage over streambed
0-5
0 - 5
0-5
no shading vestetation = 0• continuous canogy = max ints
19
Substrate embeddedness
NA*
0-4
0 - 4
(deeply embedded = 0• loose structure = max
Presence of stream invertebrates (see page 4)
0-4
0 - 5
0-5
0
20
no evidence = 0• common, numerous types = max Points)
21
Presence of amphibians
0-4
0-4
0-4
C
no evidence = 0• common, numerous es = max int s
22
Presence of fish
0-4
0-4
0-4
no evidence = 0• common, numerous types = max Points)
23
Evidence of wildlife use
0-6
0 - 5
0-5
no evidence = 0• abundant evidence = max rots
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
* These characteristics are not assessed in coastal streams.
2

- J
USACE AID#
DWQ#
Site # (indicate on attached map)
STREAM QUALITY LA,J}SS%E�/SS/M,,'EvNT WORKSHEET
Kf "T n(4*; AA One rw!t 04
Provide the following information for the stream reach under assessment: "
1. Applicant's name:
3. Date of evaluation: jls( ZO (2
5. Name of stream: -rPCR{l'1 _7 L_,T_
7. Approximate drainage area: LAC) GCAeS
9. Length of reach evaluated: ci ©,
2. Evaluator's name: M \A��Qf -
4. Time of evaluation:
6. River basin: rn,(r
8. Stream order:_
10. County: WCLW 0 /
il. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any):
Latitude (ex. 34.872312): a U Longitude (ex 77.556611):
Method location determined (circle): GPS o S Ortho (Aerial) Photo/GIS Other GIS Other
13. Location of reach under evaluationC roads and landmarks and attach map identifying stream(s) location):
i ' -
14. Proposed channel work (if any): 4- -"-`—'
15. Recent weather
16. Site conditions i
17. Identify any special waterway classifications known: _Section 10 _Tidal Waters Essential Fisheries Habitat
---Trout Waters _Outstanding Resource Waters _ Nutrient Sensitive Waters Water Supply Watershed (I -M
18. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES NO
21. Estimated watershed land use: 10-0/6 Residential
6L
22. 22. Bank full width: L!
20. Does channel appear on USDA Soil Survey? YES NO '
_% Commercial _% Industrial % Agricultural
Cleared / Logged _% Other ( )
•
23. Bank height (from bed to top of bank): i
24. Channel slope down center of stream: Flat (0 to 2 %) _Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep ( >10 946)
25. Channel sinuosity: Straight _Occasional bends Frequent meander -Very sinuous _Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 149 Comments:
Evaluator's Signature Date 3 /IV/ w Z
This channel evaluation form s intended to a used only as a guide to assist landowners and idvionmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change -version 06103. To Comment, please call 919- 876 -8441 x26.

STREAM QUALITY ASSESSMENT WORKSHEET
ECOREG►ION POINT
* These characteristics are not assessed in coastal streams.
2
Mountain
0 -5
0 -5
0 -5
0 -4
0 -4
0 -2
0 -2
0 -2
0 -3
0 -4
0 -5
0 -5
0 -5
0 -5
0 -5
0 -6
0�6
0-5
0 -4
0 -5
0 -4
0 -4
0 -5
100
SCORE
L
# CHARACTERISTICS Coastal
Presence of flow / persistent pools in stream 0-5
Piedmont
0 - 4
I no flow or saturation = 0• stwu flow = max ointa
Evidence of past human alteration 0-6
0 - 5
2 extensive alteration = 0• no alteration = Max Points
Riparian zone 0-6
0 -
3 no buffer = 0 coatiti dsns wide buffer =max tats
Evidence of tintrient or chemical discharges 0_5
0-4
4 extensive di s !s= 0• no dis es = max ints
Groundwater discharge p_ 3
0-4
5 no discharge = 0• wetlan etc. = max rots
V
Presence of adjacent fioodplain 0-4
0-4
6 is
no fl lain = 0• extensive fl lain =max
Entrenchment / ftoodplain access
w
1 entrenched = 0 fl = max rots
E E-5
EO-
Presence of adjacent wetlands
8 no wetlands = 0• "acent wetlands = max ints
Channel sinuosity 0-5
0-4
9 extensive channelization = 0• nadual meander = max ids
Sediment input 0-5
0 - 4
10 extensive sibon= 0. or no sediment = max is
Size & diversit,► of channel bed substrate NA*
0-4
11 fine ho enous = 0• lam. diverse sizes = max pow.,
Evidence of channel incision or widening 0-5
0 -� 4
12 (deeply incised = 0• stable bed & banks = max rots
Presence of major bank failures 0 - 5
0-5
13 severe erosion = 0• no ion, stable banks = max Points)
14 Root depth and density on banks 0-3
roots =.O; dense roots tbrouitbout = max rots
0 - 4
no visible
Impact by agriculture, livestock, or timber production 0-5
0 - 4
15 substantial bnpact =0. evidence = max rots
Presence of riffle- pool/riPple -pool complexes 0-3
0 - 5
16 no riffl les or vole = 0 well -level =max rots
Habitat complexity 0-6
0 - 6
17 (little or no habitat = 0 varied habitats = max rots
Canopy coverage over streambed 0-5
0 - 5
18 iat
no shading vegetation con a
Substrate embeddedness NA*
0-4
19 (deeply embedded = 0• loose structure = max
Presence of stream invertebrates (see page 4)
0-4
0 - 5
20
no evidence = 0• in, numerous = max rots
Presence of amphibians
0-4
0 - 4
21 no evidence = 0 commo numerous s = max rots
p
04 Presence of fish
0-4
0 - 4
Ono evidence = 0• commo numerous = max ints
M231
Evidence of wildlife use
0-6
0-5
no evidence = 01 abundant evidence = max oints
Total Points Possible
100
100
TOTAL SCORE (also enter on first page)
* These characteristics are not assessed in coastal streams.
2
Mountain
0 -5
0 -5
0 -5
0 -4
0 -4
0 -2
0 -2
0 -2
0 -3
0 -4
0 -5
0 -5
0 -5
0 -5
0 -5
0 -6
0�6
0-5
0 -4
0 -5
0 -4
0 -4
0 -5
100
SCORE
L

WETLAND RATING WORKSHEET Fourth Version
Project Name 492�r,J Cr-✓ E:, Nearest Road 4:��d0 /,1g e 11-4cA
County Wetland area acres Wetland width / =f v feet
Name of evaluator,,►iC �c
Wetland location
on pond or lake
7X perennial stream
on intermittent stream
within interstream divide
other:
Soil series: Ue�, kf efAllsA
predominantly organic - humus, muck, or
peat
_ predominantly mineral - non -sandy
_ predominantly sandy
Hydraulic factors
steep topography
_ ditched or channelized
total wetland width > 100 feet
Wetland type (select one)*
y Bottomland hardwood forest
Headwater forest
Swamp forest
Wet flat
_ Pocosin
Bog forest
Date l te, iz
Adjacent land use
(within 'h mile upstream, upslope, or radius)
y- forested/natural vegetation !�_%
—c agriculture, urban/suburban �%
-X_ impervious surface Z
Dompant vegetation
(1) A H i /kh
(2) &- d4m
(3)
Flooding and wetness
_ semipermanently to permanently flooded or
inundated
-'seasonally flooded or inundated
intermittently flooded or temporary surface water
no evidence of flooding or surface water
_ Pine savanna
_ Freshwater marsh
_ Bog/fen
Ephemeral wetland
Carolina bay
_ Other:
The rating system cannot be applied to salt or bracldsh marshes or stream channels
R
Water storage
x 4.00 =
z
A
Bank/Shoreline stabilization
f x 4.00 =
Warn d
T
Pollutant removal
`" x 5.00 =
i
I
Wildlife habitat
x 2.00 =
®
�l
N
Aquatic life value
t j x 4.00 =
l
1
G
Recreation/Education
J x 1.00 =
0
** Add 1
point if in sensitive watershed and > 10% nonpoint source disturbance within
A mile upstream, upslope, or radius

lmp,4, A-' 2
WETLAND RATING WORKSHEET Fourth Version
Project Name Nearest Road All
County �(C' h Wetland area acres
Name of evaluator d,14 t
Wetland location
on pond or lake
on perennial stream
_ on intermittent stream
within interstream divide
other: I
Soil series: (aaw.
_ predominantly organic - bus, muck, or
peat
_ predominantly mineral - non -sandy
-)L predominantly sandy
Hydraulic factors
_ steep topography
_ ditched or channelized
total wetland width >_ 100 feet
Wetland type (select one)*
Bottomland hardwood forest
Headwater forest
Swamp forest
Wet flat
_ Pocosin
Bog forest
Wetland width 2,p feet
Date /� /z
Adjacent land use
(within 1/2 mile upstream, upslope, or radius)
� forested/natural vegetation &C) %
agriculture, urban/suburban%
-,k impervious surface Z
Do ant vegetation
(2)
(3)
Flooding and wetness
_ semipermanently to permanently flooded or
inundated
_ seasonally flooded or inundated
_ intermittently flooded or temporary surface water
no evidence of flooding or surface water
_ Pine savanna
_ Freshwater marsh
_ Bog/fen
_ Ephemeral wetland
Carolina bay
Other:
The rating system cannot be applied to salt or brackish marshes or stream channels
R
Water storage
/( x 4.00 =
I b
A
Bank/Shoreline stabilization
x 4.00 =
Wetland
rating
T
Pollutant removal
"x 5.00 =
0
I
Wildlife habitat
T
x 2.00 =
i N
Aquatic life value
x 4.00 =
r0
G
Recreation/Education
x 1.00 =
0
**Add 1
point if in sensitive watershed and >10% nonpoint source disturbance within
'' /z mile upstream,
upslope, or radius

WETLAND RATING WORKSHEET Fourth Version
Project N
County
Name of evaluator
Wetland location
_ on pond or lake
�Q on perennial stream
_ on intermittent stream
_ within interstream divide
other:
Wetland area
Soft series: LLV.J ke, &.,
predominantly organic - humus, muck, or
peat
_ predominantly mineral - non -sandy
predominantly sandy
Hydraulic factors
_ steep topography
_ ditched or channelized
total wetland width >_ 100 feet
Wetland a (select one) *
Bottomland hardwood forest
_ Headwater forest
_ Swamp forest
_ Wet flat
_ Pocosin
_ Bog forest
f- #3
Nearest Road L,, H
acres Wetland width Za2 feet
Date 3//(.-//
Adjacent land use
(within 'h mile upstream, upslope, or radius)
– forested/natural vegetation !0 %
jc agriculture, urban/suburban%
K impervious surface
Dom' ant vegetation
(1) 7�.6..,
(2) e4,44 J.
(3) _/yj;1 in s�t�s iuH ✓i+h 1•vou,�
Flooding and wetness
�Q semipermanently to permanently flooded or
inundated
_ seasonally flooded or inundated
_ intermittently flooded or temporary surface water
no evidence of flooding or surface water
_ Pine savanna
_ Freshwater marsh
_ Bog/fen
— Ephemeral wetland
_ Carolina bay
Other:
' The rating system cannot be applied to salt or brackish marshes or stream channels
R
Water storage
r', x 4.00 =
2 0,
A
Bank/Shorehne stabilization
x 4.00 =
,
Wetland
T
Pollutant removal
..
2 x5.00 =
w
rating
I
Wildlife habitat
x 2.00 =
{
I N
Aquatic life value
x 4.00 =
w-
70
G
Recreation/Education
x 1.00 =
0
** Add 1
point if in sensitive watershed and >10% nonpoint source disturbance within
% mile upstream, upslope, or radius

#4
WETLAND RATING WORKSHEET Fourth Version
Project Name Nearest Road Gam( 4- g'eiLe1
County Wetland area acres Wetland width Meet
Name of evaluator /dm Date ;i (m.i z
Wetland location
on pond or lake
T on perennial stream
_ on intermittent stream
within interstream divide
other:
Soil series: Uu.)t' G:lI /ad.-
predominantly organic - humus, muck, or
peat
predominantly mineral - non -sandy
predominantly sandy
Hydraulic factors
steep topography
ditched or channelized
total wetland width > 100 feet
Wetland type (select one)*
Bottomland hardwood forest
Headwater forest
_ Swamp forest
_ Wet flat
_ Pocosin
_ Bog forest
Adjacent land use
(within %2 mile upstream, upslope, or radius)
* forested/natural vegetation loo %
* agriculture, urban/suburban 12
K impervious surface —Z_%
Donuinjwt vegetation
(1) mko4 '
(2)of10-
Flooding and wetness
semipermanently to permanently flooded or
inundated
_ seasonally flooded or inundated
intermittently flooded or temporary surface water
no evidence of flooding or surface water
Pine savanna
_ Freshwater marsh
Bog/fen
_ Ephemeral wetland
Carolina bay
Other:
The rating system cannot be applied to salt or brackish marshes or stream channels
R
Water storage
x 4.00 =
2
A
Bank/Shoreline stabilization
3 x 4.00 =
►2
Wetland
T
Pollutant removal
`"`
Z x 5.00 =
is
rating
I
Wildlife habitat
'- x 2.00 =
I N
Aquatic life value
s x 4.00 =
Z a
G
Recreation/Education
D x 1.00 =
0
** Add 1
point if in sensitive watershed and >10% nonpoint source disturbance within
%Z mile upstream, upslope, or radius .

WETLAND RATING WORKSHEET Fourth Version
Project Name
County 01, t(
Name of evaluator V-7 e►„
Wetland location
_ on pond or lake
on perennial stream
_ on intermittent stream
within interstream divide
other:
��naGf �s
(A
Nearest Road
Wetland area acres Wetland width 5-o feet
Soil series: 9' r ". � aid LA
predominantly organic - humus, muck, or
peat
predominantly mineral - non -sandy
predominantly sandy
Hydraulic factors
steep topography
— ditched or channelized
total wetland width > 100 feet
Wetland type (select one)*
Bottomland hardwood forest
_ Headwater forest
_ Swamp forest
Wet flat
_ Pocosin
_ Bog forest
Date / f z-
Adjacent land use
(within 1/2 mile upstream, upslope, or radius)
v, forested/natural vegetation 70 %
% agriculture, urban/suburban _L!'�—%
V impervious surface �%
Dominant vegetation
(1)k,�Qc•wr�w�
(2)
(3)
Flooding and wetness
_ semipermanently to permanently flooded or
inundated
_ seasonally flooded or inundated
intermittently flooded or temporary surface water
_ no evidence of flooding or surface water
_ Pine savanna
_ Freshwater marsh
_ Bog/fen
Ephemeral wetland
Carolina bay
Other:
The rating system cannot be applied to salt or brackish marshes or stream channels
R
Water storage
x 4.00 =
A
Bank/Shoreline stabilization
p
x 4.00 =
Wetland
T
Pollutant removal
_�_
"x 5.00 =
ratio
I
Wildlife habitat
0--/
x 2.00 =
©
r
N
Aquatic life value
:5,
x 4.00 =
®
Z l
G
Recreation/Education
©
x 1.00 =
0
* * Add 1
point if in sensitive watershed and > 10% nonpoint source disturbance within
% mile upstream, upslope, or radius .

WETLAND RATING WORKSHEET Fourth Version lil 44d O
Project Name
County W6 ( t
Name of evaluator
Wetland location
on pond or lake
on perennial stream
_ on intermittent stream
_ within interstream divide
other: ,6, `Lp �gep
Nearest Road 4„�, Gd►c.�.��►�.
Wetland area acres Wetland width 110 feet
Date 3tlkll-z-
Soil series: 4 /1"1.4
_ predominantly organic - humus, muck, or
peat
predominantly mineral - non -sandy
_ predominantly sandy
Hydraulic factors -
steep topography
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_ total wetland width >_ 100 feet
GLkwat( f&el17 )01,W
Wetland type (select one)"
_ Bottomland hardwood forest
Headwater forest
_ Swamp forest
Wet flat
Pocosin
_ Bog forest
Adjacent land use
(within V2 mile upstream, upslope, or radius)
C� - forested/natural vegetation (�%
7 agriculture, urban /suburban 2
-1, impervious surface 5
Dominant vegetation
(1) /,; d& L, 41i9 4,--
(2) 4(& con �JILA w—
(3) 1'"r -,.F-
Flooding and wetness
_ semipermanently to permanently flooded or
inundated
seasonally flooded or inundated
x intermittently flooded or temporary surface water
no evidence of flooding or surface water
_ Pine savanna
_ Freshwater marsh
_ Bog/fen
_ Ephemeral wetland
— Carolina bay
Other:
The rating system cannot be applied to salt or bracldsh marshes or stream channels
R
Water storage
, x 4.00 =
A
Bank/Shoreline stabilization
0 x 4.00 =
0
Wetland
ratio
T
Pollutant removal
" x 5.00 =
I
Wildlife habitat
x 2.00 =
0
25
N
Aquatic life value
x 4.00 =
G
Recreation/Education
x 1.00 =
0
** Add 1
point if in sensitive watershed and >10% nonpoint source disturbance within
'' /s mile upstream, upslope, or radius

Green Level Force Main and Gravity Sewer
Section 401 General Certification 3884 Pre - Construction Notification Package
Appendix D: Green Level Force Main and Gravity Sewer -
Wetland and Stream Impact Maps
P \Cary\133274 - Western Wake EIS Adv sory\111 Permitting Assistance \04 -indiv 401_404 Green Level FM_GS \NCDWQ 401 information \PCN -Additional Block
Information for signature 092112 docx

Attachment 1: Green Level Gravity Sewer - Wetland and
Stream Impact Maps

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Appendix E: Addresses for Adjoining Property Owners
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Section 401 General Certification 3884 Pre - Construction Notification
Appendix F: Additional Certificates and Approvals
P \Cary\133274 - Western Wake EIS Advisory\111 Permitting Assistance \04 -Indiv 401_404 Green Level FM_GS \NCDWQ 401 Information \PCN - Additional Block
Information for signature 092112 docx

0 North Carolina Wildlife Resources Commission K.-J
Gordon Myers, Executive Director
20 May 2010
Mr. George Buchholz
EcoEngineering
P.O. Box 14005
Research Triangle Park, NC 27709
Subject: Green Level Interceptor, Cary, North Carolina. CRY - 10000.
Dear Mr. Buchholz:
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the
subject information and we are familiar with the habitat values of the area. Our comments are provided in
accordance with provisions of the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16
U.S.C. 661 -667d) and North Carolina General Statutes (G.S. 113-131 et seq.).
The Town of Cary proposes to construct the Green Level Interceptor force main beginning at
Green Level Church Road and ending at Ridgeback Road in Cary. The project area drains to White Oak
Creek, a tributary to B.E. Jordan Reservoir in the Cape Few River basin. EcoEngineering is requesting
information regarding threatened and endangered species that may be associated with the proposed project.
There are records for state threatened bald eagle (Haltaeefus larxocephahrs) in the White Oak
Creek watershed. Although we do not have any records for listed species within the proposed project's
boundaries, an on -site survey is the only definitive means to determine whether the proposed project
would directly impact threatened or endangered species. We suggest you consult with the U.S. Fish and
Wildlife Service at [phone] to ensure that any issues related to federally listed species are
addressed.
If we can provide farther assistance, please contact our office at (336) 449 -7625.
Sincerely,
,Z"-A(6L�
Shari L. Bryant
Piedmont Region Coordinator
Habitat Conservation Program
r TN
Mailing Address: Division of Inland Fisheries - 1721 Mail Service Center - Raleigh, NC 27699 -1721
Telephone: [phone] - Fax: [phone]

North Carolina Department of Environment and Natural Resources
everly Eaves Perdue Dee freeman
'ovemor Secretary
May 21, 2410 5 CE O V
Mr. George Buchholz v
EcoEngincering
P.O. Box 14005 MAY 2 4 2010
• Research Triangle Park, NC 27709 (,�_Y _ WOO
Subject: Green Level Interceptor; Cary, Wake County
Project No. CRY -10000
Dear Mr. Buchholz:
The Natural heritage Program has no record of rare species, significant natural communities, significant
natural heritage areas, or conservation/managed areas at the site nor withni 0.35 -mile of the project area.
The American Tobacco Trail Park, owned and administered by Wake County, is located about 0.35 mile
to the west. The project is highly unlikely to impact this conseivation/managed area.
You may wish to check the Natural Heritage Program database website at www.ncnhp.org for a listing of
rare plants and animals and significant natural communities in the county and on the quad map. Our
Program also has a new website that allows users to obtain information on element occurrences and
significant natural heritage areas within two miles of a given location:
<Iittp : / /nlipweb.enr.state.nc.us /nhis /Publiolgmap75 main.phtmi >. The user name is "public" and the
password is "heritage ". You may want to click "Help" for more information.
NC OneMap now provides digital Natural Heritage data online for free. This service provides site
specific information on GIS layers with Natural Heritage Program rare species occurrences and
Significant Natural Heritage Areas. The NC OneMap website provides Element Occurrence (EO) ID
numbers (instead of species name), and the data user is then encouraged to contact the Natural Heritage
Program for detailed information. This service allows the user to quickly and efficiently get site specific
NHP data without visiting the NHP workroom or waiting for the Information Request to be answered by
NHP staff. For more information about data formats and access, visit <www•i conemW.con;>, then click
on 'TTP Data Download ", and then "nheo.zip" [to the right of "Natural Heritage Element Occurrences" J.
You may also e-mail NC OneMap at <[e-mail]> for more information.
Please do not hesitate to contact me at 919 -715 -8697 if you have questions or need further information.
Sincerely,
Harry E. LeGrand, Jr., Zoologist
Natural Heritage Program
1601 Mari Service Cutler, Rafelgh, North caVna2T699 -1601 rthCatO ' a
Phone: 9t9.733 -49841 FAX: [phone]M Intemel: www.aor.statex us
An 4W 0MwWI %MM5" Ae t Emptier - W%Re*W% 10tt. PW (bUWW Pier %' �� %

?) United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
a s9 Raleigh, North Carolina 27636 -3726
June 1, 2010
George Buchholz
EcoEngineering
P.U. Box 14005
Research Triangle Park, NC 27709
t
h
Re: Grcen Level Interceptor- Cary, NC- CRY -10000
Dear Mr. Buchholz:
cip 'D
This letter is to inform you that a list of all federally- protected endangered and threatened species
with known occurrences in North Carolina is now available on the U.S. Dish and Wildlife
Service's (Service) web page at http: / /www.fws.gov /i-aleigii. Therefore, if you have projects thal
occur within the Raleigh Field Office's area of responsibility (see attached county list), you no
longer need to contact the Raleigh Field Office for a list of federally- protected species.
Our web page contains a complete and frequently updated list of all endangered and threatened
species protected by the provisions of the Endangered Species Act of 1973, as amended (16
U.S.C. 1531 et seq.)(Act), and a list of federal species of concern' that are known to occur in
each county in North Carolina.
Section 7 of the Act requires that all federal agencies (or their designated non - federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally- listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally- protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or
evaluation and can be found on our web page at littp: / /www.fws.gov /raleigli. Please check the
web site often for updated information or changes.
I The term "federal species of concern" refers to those species which the Service believes might be in need of
concentrated conservation actions Federal species ofconcem receive no Icgad protection and their designation does
not necessarily imply that the species will eventually be proposed for listing as a federally endangered or tltrsatened
species. However, we recommend that all practicable measures be taken to avoid or minimina ttdverse impgcts to
"" federal species of concern.

1�
We hope you find our web page useful and informative and that following the process described
above will reduce the time required, and eliminate the need, for general correspondence for
species, lists. if you have any questions or comments, please contact Mark Bowers of this office
at [phone] ext, 19.
Sincerely,
Pete Benjamin
Field Supervisor

North Carolina Department of Cultural
State Historic Preservation Office
aer B. %ndbech. Athninisrmw
acverly 1'snvett Perdu Governor I�
I.irrtia A. Carlide, Soerctary
Jcffrcy J. (:mw,1)clnny, Secrctnry
,June 7, 2010
Offcc of Atchivea wind 1 fistory
Division of li stotiml lusnurct..-s
Mvid Dmok,131metor
George Buchholz
EcoFngineering
PO Box 14005
Research Triangle Park, NC 27709
Re: Green Level Interceptor Force Main, From Green Level Church Road to Ridgeback Road, Cary,
CRY - 10000, Wake County, ER 10 -0896
Dear Mr. Buchholz:
Thank you for your letter of May 14, 2010, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project, Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic preservation Act and the
Advisory Council on Historic preservation's Regulations for Compliance with Section 106 codified at 36 CPR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill- Earley, environmental review coordinator, at 919 -807 -6579. In all future
communication concerning this project, please cite the above - referenced tracking number.
Sincerely,
� Peter Sandbeck
Loearl %,1091tmt)oues street, Ifth WC 276M Mu ft Addreat 4617 MM1 Smiw Center, Xiikjo WC 27699 1617 Telephano/Viiic [phone]/8076$99