20010586 Ver 2_401 Application_20130328

CAROLINA
ECOSYSTEMS, INC.
March 25, 2013
Mr. James Lastinger
U.S. Army Corp of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
DI - o58U L) a-
3040 NC Hwy 42 West, Clayton NC 27520
P:919- 606 -1065 — F:919 -585 -5570
RE: Nationwide Permit 14,
General Water Quality Certification No. 3886 Pre- Construction Notification, and
Neuse River Basin Riparian Buffer Authorization
Bass Lake Greenway Phase H over Basal Creek
Town of Holl S rin s Wake Count
Y P g Y
Dear Mr. Lastinger: q -
The Town of Holly Springs proposes to construct Phase H of the Bass Lake Greenway along Bass
Lake Road at the Bass Lake Park and Retreat Center. Enclosed is an application for a Nationwide
Permit 14. A copy of this application is also being sent to the North Carolina Division of Water
Quality for Section 401 Water Quality Certification No. 3886 and Neuse River Basin Riparian
Buffer Authorization. No stream impacts are anticipated for this project due to the use of a
pedestrian bridge over Basal Creek.
The purpose of the project is to extend pedestrian access along Bass Lake Road and over Basal
Creek without the use of the Bass Lake Road bridge or installing a pedestrian crossing on the Bass
Lake dam. These other alternatives are not practical due to pedestrian safety and geotechnical
considerations respectively. A prior phase of the project extended the pedestrian side walk along
Bass Lake Road from near Holly Springs Road to the Bass Lake Park. This second phase of the
project will extend the pedestrian walkway over Basal Creek as well as tie into trails at the park.
Impacts to waters of the U.S. for this project will be 0.02 acres of permanent fill in wetlands for
construction of the proposed greenway, as well as installation of reinforced concrete pipes.
Allowable buffer impacts (Zones 1 and 2) associated with the greenway are 10,763 square feet.
These impacts are for installation of a 50 foot pedestrian bridge, reinforced concrete pipes and
construction of the proposed greenway. There are no utility impacts associated with this project.
The preceding information, along with the enclosed project information sheet, Pre- Construction
Notification, vicinity map, USGS map, wetland and stream impact drawings, buffer impact
drawings, construction plans, notification of jurisdictional determination, and Bass Lake Sidewalk
(Phase 1) exhibit are being submitted for your review of this project.
§@ 9oeIND
MAR 2 8 2013

Mr. James Lastinger
March 25, 2013
Page 2 of 2
Please contact me at your earliest convenience at 919- 606 -1065 or phil.may @carolinaeco.com if
you have any questions or require any additional information.
Sincerely,
Carolina Ecosystems, Inc.
1
Philip May
Senior Environmental Scientist
Cc: Karen Higgins, NCDWQ Wetlands, Buffers, Stormwater - Compliance and Permitting Unit
Carl Dean, Town of Holly Springs
Greg Purvis, P.E., Wetherill Engineering, Inc.
Attachments:
Project Information Sheet
Pre- Construction Notification Form
Vicinity Map
USGS Map
Wetland and Stream Impact Summary Sheet
Wetland and Stream Impact Drawings
Buffer Impact Summary Sheet
Buffer Impact Drawings
Construction Plans
Notification of Jurisdictional Determination
Bass Lake Road Sidewalk Exhibit (Phase n

CAROLINA
ECOSYSTEMS, INC.
PROJECT INFORMATION SHEET
Project Name: Bass Lake Greenway Phase II over Basal Creek
Name of Property Owner /Applicant: Town of Holly Springs
Consultant/Agent: Carolina Ecosystems, Inc.
Related/Previous Action IDs: SAW- 2009 -01781 (JD)
Site Address: 900 Bass Lake Road, Holly Springs, NC 27540
Subdivision Name (if applicable): N/A
City: Town of Holly Springs. NC
County: Wake County
Lat: 35.642263 Long: - 78.802382
USGS Quadrangle(s): Agex
River Basin(s): Neuse
8 -Digit HUC(s): 03020201
Nearest Stream(s): Basal Creek
3040 NC 42 West; Clayton, NC 27520
P:919- 606 -1065 - F :919 -585 -5570
DATE: 3/4/13
Directions to Site: From Raleigh take US 1 south to exit 95 for NC 55. Take NC 55 south towards
Holly Springs. Turn left on West Holly Springs Road and then right onto Bass Lake Road. Follow
Bass Lake Road to the project location at Bass Lake Park and Retreat Center.
Requested Action:
❑ Pre - application Request
❑ Jurisdictional Determination Request ❑ Final ❑ Preliminary
® Permit Application: ® Nationwide 14
❑ General
❑ Individual

0 �0F w ArF19
O Y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre- Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 14 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
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Bass Lake Greenway Phase II over Basal Creek
2b. County:
Wake County
2c. Nearest municipality / town:
Town of Holly Springs
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
See attached plan sheet
3b. Deed Book and Page No.
See attached plan sheet
3c. Responsible Party (for LLC if
applicable):
Carl Dean, Town Manager
3d. Street address:
128 South Main Street
3e. City, state, zip:
Holly Springs, NC 27540
3f. Telephone no.:
(919) 557 -3902
3g. Fax no.:
(919) 567 -1472
3h. Email address:
carl.dean @hollyspringsnc.us
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
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:
S. Agent/Consultant Information (if applicable)
5a. Name:
Phil May
5b. Business name
(if applicable):
Carolina Ecosystems Inc.
5c. Street address:
3040 NC Hwy 42 West
5d. City, state, zip:
Clayton, NC 27520
5e. Telephone no.:
(919)- 606 -1065
5f. Fax no.:
(919)- 585 -5570
5g. Email address:
[e-mail]
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
see attached plan sheet
1 b. Site coordinates (in decimal degrees):
Latitude: 35.642263 Longitude: - 78.80238
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
74.59 (Total Disturbed Area 0.25 acres) acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Basal Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
B, NSW
2c. River basin:
Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project area is contained between the Bass Lake dam and Bass Lake Road. The project area is predominantly
forested with an existing mulch trail on the north side of Basal Creek. Land use in the project vicinity is mostly residential
and recreational (Bass Lake Park and Retreat Center) development.
3b. List the total estimated acreage of all existing wetlands on the property:
Approximately 0.4 acres between Bass Lake dam and Bass Lake Road
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 750 linear feet between Bass Lake dam and Bass Lake Road
3d. Explain the purpose of the proposed project:
The purpose of the project is to extend pedestrian access along Bass Lake Road and over Basal Creek without use of the
Bass Lake Road bridge or the Bass Lake dam. This section of the Bass Lake Greenway will connect the Retreat Center
to an existing greenway easement southeast of the project area. The bridge over Basal Creek on Bass Lake Road has
extremely narrow shoulders, has not been designed for use as a pedestrian thoroughfare, and is dangerous for
pedestrians. The Bass Lake dam cannot be used as a pedestrian crossing because a suitable bridge structure cannot be
built into the existing dam. This alternative could compromise the integrity of the dam.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves construction of an approximately 650' long 10' wide raised bed mulched greenway trail from the
existing sidewalk at the Bass Lake Park and Retreat Center parking lot to the existing greenway easement east of Basal
Creek (see attached plans). One 50' long 10' wide pedestrian truss bridge will be constructed over Basal Creek and three
36" reinforced concrete pipes will be installed to retain hydrology in the existing wetland and provide flood passage during
high flow events. Standard construction equipment such as trucks, bulldozers, and cranes are likely to be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
Yes [I No El Unknown
project (including all prior phases) in the past?
Comments: SAW- 2009 - 01781, obtained for B -4659
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: NCDOT
Name (if known):
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
12/15/2011
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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.
No prior permits have been requested for sidewalk or greenway construction. In 2001 the dam at Bass Lake was
breached due to flooding. An Individual Permit was approved on October 9, 2001 by the USACE (Action ID No.
200120653) and on June 26, 2001 by the NCDWQ for excavation and discharge of fill in waters of the U.S. for Bass Lake
dam reconstruction, reshaping of the lake bottom and shoreline, stabilization of the spillway and creek along the dam, and
improvement of recreational facilities.
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
The initial phase of the project included extension of pedestrian access along Bass Lake Road from near Holly Springs
Road to the Bass Lake Park (see attached Bass Lake Road Sidewalk Exhibit). This phase will connect the sidewalk
along Bass Lake Road to the greenway around the lake and extend access to the southeast side of the lake, connecting
with an existing easement.
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
® Wetlands ❑ Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWO — non -404, other)
(acres)
Temporary T
W1 ®P ❑ T
Greenway
Construction
PFO
® Yes
❑ No
® Corps
❑ DWQ
<0.01
W2 ®P ❑ T
Greenway and RCP
PFO
® Yes
® Corps
0.014
Installation
E] No
El DWO
W3 ❑ P [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
[I Corps
El No
❑ DWQ
2g. Total wetland impacts
0.02
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(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
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWO
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P [IT
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments: No stream impacts are anticipated for this project.
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
— Permanent
(P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑P
02 ❑P
03 ❑P
04 ❑P
4f. Total open water impacts
0.0
4g. Comments:
5. Pond or Lake Construction
If Pond or lake construction proposeed, then com lete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose of
pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
X Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
E Size of pond watershed (acres):
. Method of construction:
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWI)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse ❑ Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
69.
Buffer impact
number —
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
T
61 ®P ❑ T
Greenway
Construction
Basal Creek
® Nos
8113
692
B2 ®P ❑ T
Greenway
Construction
Basal Creek
® Nos
936
1022
B3 ❑ PEI T
❑Yes
❑ No
6h. Total buffer impacts
9049
1714
6i. Comments: Buffer impacts are allowable as they are for construction of a greenway.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed greenway route has been designed to significantly minimize impacts to the wetland at site 1. The proposed
route follows an existing mulch path from the parking area to the proposed bridge to minimize wetland impacts and clearing
within the riparian buffer associated with the constructed spillway from Bass Lake. Reinforced concrete pipes will be utilized to
maintain the hydrology of impacted wetlands. The proposed greenway will be graded to drain away from the stream to avoid
direct discharge. An alternative route along Bass Lake Road would require road widening, which would cause significant
wetland impacts and increase costs. The greenway will be constructed of mulch to meet Clean Water Management Trust
Fund requirements associated with the Bass Lake repair project.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Erosion control measures will be strictly enforced throughout project construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project?
❑ Payment to in -lieu fee program
❑ Pennittee Responsible Mitigation
3. Complete If Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete If Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWO
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 requlred:
0
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The mulch trail will be pervious and no concentrated runoff is likely to
❑ Yes ® No
occur. No stormwater outfalls are being installed and minimal runoff is expected
from the pedestrian bridge.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
4.8%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Minimal impervious surface is proposed
and all stormwater from the project area will flow through vegetated areas and/or over a mulch surface. No outfalls are
proposed.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWO Stormwater Program
❑ DWO 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWO Stormwater Program Review
❑ Coastal counties
❑ HOW
4a. Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWO 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. 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)?
1c. 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:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project involves the extension of an existing pedestrian access along Bass Lake Road connecting to a greenway trail
within an existing park. No additional development is anticipated due to this project.
4. Sewage Disposal (DWO 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.
No wastewater will be generated from this project.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species AG
® 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?
USFWS November 30, 2012 response letter
USFWS Website http:l/ www .fws.gov /nc- es /es/Countyfr.htmi, for Wake County, North Carolina Natural Heritage
Program GIS data updated January 2012, onsite habitat review, and 2009 NCDOT mussel survey.
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?
NOAA EFH mapper
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?
HPOWEB Map Service http: / /gie.nodcr.govlhpoweb/
National Register of Historic Places http: //www.nps.govinr /research/
Project occurs primarily in areas previously disturbed for dam reconstruction and other activities.
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: CLOMR for the proposed bridge is currently under review.
8c. What source(s) did you use to make the floodplain determination? Wetheriil Engineering Inc.
cwt
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature Is valid only If an authorization letter imm the applicant
Is provided.)
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW - 2009-01781 County: Wake U.S.G.S. Quad: NC -APEX
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: NC Department of Transportation
Gregory Thorpe
Address: 1598 Mail Service Center
Raleigh. NC, 27699-IS98
919.707.6111 (Jason Dildav)
Property description:
Size (acres) N/A Nearest Town Holly Springs
Nearest Waterway Basal Creek River Basin Upper Neuse. North Carolina.
USGS HUC 03020201 Coordinates Latitude: 35.642 Longitude: - 78.802
Location description: TIP B -4659: Bridge 373 on SR 1393111ass Lake Rd over Basal Creek. SE of Holly Springs, NC.
Indicate Which of the Following Avoly:
A. Preliminary Determination
X Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area.
We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33
CFR Part 331). If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district
for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the
JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be�relied upon for a period not to exceed five years from the date of
this notification.
There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the waters of the U.S. including wetlands on your project area delineated. Due to the
size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation must be verified by the Corps.
The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on _. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above describe project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2

Action Id. SAW - 2009-01781
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Eric Alsmever at 919 -554 -4884
x23 /Eric.C.Aismever(a,usace.a rmv.m il.
Attention USDA Program Participants
This del ineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation /determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room IOM IS
Atlanta, Georgia 30303 -8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been'received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by
* *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence. **
Corps Regulatory Official:
DignaBy signed by
ALSMEYER.EMCC 1087624486
01* c--US, o=US Government ou-0oD, ott--PKL
ou =USA. cn= ALSMEYER.ERICC 1087624486
Date. 2011,12.1516M 49 -0500'
Date: 12/15/2011 Expiration Date: 12/15/2016
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit hqRJ/ per2 .nwp.usace.army.mil /surv;y.htmi to
complete the survey online.

r"
E
NOTIFICATION OF ADMINilOR&TWE A,�Pt��g:A 'i`1IONS AND PIROC 4 AND
t R� LW FOR A �l "
Applicant: NC De artment of Transportation: B -4659 File Number: SAW - 2009 -01781
Date: 12 /15/2011
Attached is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter of permission)
A
PROFFERED PERMIT Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The followitt identifim your righ% and options regarding an administrative appeal of the abovi detwion.
Additional i dormeflon,may be found at htlZLwww.usace Mnv.miltinettfunctioastcwte tr or
Dm re at 33 Cftt st 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section Il of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appal Process by completing Section 11 of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

f -
SECT ION u - REQUEST FOR APPFAL or OBJEOTIONNS TO AN, f %QVFEW ft
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
PQWTQF•CgAi'T'A,G FORQUEsnoxivitiNg O
TI
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Eric Alsmeyer
CESAD -PDO
US Army Corps of Engineers, Wilmington District
U.S. Army Corps of Engineers, South Atlantic Division
Raleigh Regulatory Field Office
60 Forsyth Street, Room IOM15
3331 Heritage Trade Drive, Suite 105
Atlanta, Georgia 30303 -8801
Wake Forest, NC 27587
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investi ations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Eric Alsmeyer, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD -PDO, 60 Forsyth Street, Room IOM15, Atlanta, Georgia 30303 -8801
Phone: [phone]

AID SAW -2011 -0191
12/15/2011
Estimated
Site
Cowardin
amount of
Class of
number
Latitude
Longitude
Class
aquatic
aquatic
resource in
resource
review area
SA
36.6422
- 78.8024
R3
400 If
non - section 10
— non - wetland
Basal
36.6430
- 78.8018
R2
500 If
non - section 10
Creek
— non - wetland
WA
36.6421
- 78.8021
PF
0.1 acre
non - section 10
— wetland
WB
36.6425
- 78.8028
PF
0.3 acre
non - section 10
— wetland

RECEI'V'ED
PRELIMINARY JURISDICTIONAL DETERMINATION FORM MAY 0 9 2011
BACKGROUND INFORMATION RALEIGH REGULATORY FIELD OFFIcs
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
, NCDOT,1598 Mail Service Center, Raleigh, NC 27699 -1598
C. DISTRICT OFFICE, FILE NAME, AND N MBER: CES RG-
bv}Irn) ny�► "N :pbrlp -vo-ry 39�� & 7�
ds
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
TIP: B-4659 Description: Replace Bridge No. 373 on SR 1393 (Bass
Lake Road) over Bassal Creek
Wake County, North Carolina
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State: NC County /parish/borough: Wake City: Holly Springs
Center coordinates of site (lattlong in degree decimal format):
Lat. 35 °N, Long. -78° W
Universal Transverse Mercator:
Name of nearest waterbody: Bass Lake 1645 a%ClzeAC
Identify (estimate) amount of waters in the review area:
Non - wetland waters: 743 linear feet: SA =15 and SA---3 width
(ft) and /or acres. ��6arG� reek
Cowardin Class: 6A
Stream Flow: Perennial
Wetlands: 0.352 acres.- w A arA w 5
Cowardin Class: PO 4 OF
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: N/A
Non - Tidal: N/A
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
Office (Desk) Determination Da
Field Determination Date(s): Y7) f f�Q It
1. The Corps of Engineers believes that there ma be jurisdictional waters of the
rP 9 Y 1
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 "maybe" 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:
2

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
® Data sheets prepared /submitted by or on behalf of the
applicanticonsultant
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:
Q U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps
® U.S. Geological Survey map(s). Cite scale & quad name: 1:24000;k?eWr
(� USDA Natural Resources Conservation Service Soil Survey
Citation: Wt6 Sol/ ;aw+�y
National wetlands inventor,'i map(s). Cite name: r',
❑ State /Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: (Nation al Geodectic Vertical Datum
of 1929)
❑ 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.
Signature and dat
Regulatory Project Manager
(REQUIRED)
G , a6
Signifture and date of
person requesting prelimin k;�l
(REQUIRED, unless obtaining
the signature is impracticable)

Figure 3 Jurisdictional Features and Natural Communities Map
B -4659 Wake County
RECEIVED
Legend
Jurisdictional Features
B-4659 Project Study Area
MY9�,2011
RALEIGH m, uwa*g pigivow,
0 55 110 220 330 440
Feet

SITE DATA
1. 5329 LINEAR FEET OF 8' WIDE CONCRETE SIDEWALK.
2. 1.9 ACRES OF DISTURBED AREA ON THIS SITE.
3. SITE IS WITHIN THE TOWN OF HOLLY SPRINGS.
4. LAND DISTURBANCE PERMIT TO BE ISSUED BY LAND QUALITY SECTION, NCDENR.
5. ALL SIDEWALK TO BE WITHIN RIGHT OF WAY OR SIDEWALK EASEMENT.
6. STA 0 +00 IS LOCATED AT LAT 35 -39 -12 LONG - 78 -49 -24
7. SITE IS WITHIN THE NEUSE RIVER DRAINAGE BASIN.
8. THERE ARE NO NEUSE RIVER BUFFERS OR WETLANDS WITHIN THIS PROJECT.
W BROOK MANOR /
O SUB- DIVISION NORTH
IMPROVEMENTS TO BE
DONE BY OTHERS
eJ
L eJ
IBROOK MANOR
SUB-DIVISION SOUTH
IMPROVEMENTS TO BE
CONSTRUCTION NOTES:
HOLLY SPRINGS PL
LEGEND
a CORE
GiV CABLE N wx
PL
1. ALL CONSTRUCTION IS TO BE TO THE TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS.
aw CCRRpDATED YLTAL PIPE
e o CL� our
2. CONSTRUCT ALL HANDICAP RAMPS TO NCDOT 848.06/ HOLLY SPRINGS 341 STANDARDS.
3. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY LOCATIONS. ANY LOCATIONS SHOWN ON THE
PL
PLAN SHOULD BE CONSIDERED APPROXIMATE AND SHOULD BE LOCATED IN THE FIELD.
4. ALL SIGN LOCATIONS ARE APPROXIMATE. LOCATIONS MUST BE VERIFIED BY TOHS INSPECTOR
PRIOR TO INSTALLATION.
m°o ma`EK"c,OF`c "MAL
5. ALL DISTURBED AREAS ARE TO BE STABILIZED WITHIN 5 DAYS OF COMPLETING ANY SECTION OF
a a
SIDEWALK.
05
Pow°
6. A SOIL STOCKPILE IS NOT PROVIDED ON THIS SITE. ANY EXCAVATED SOILS WILL HAVE TO BE
DISPOSED OF OFF SITE IN A PERMITTED C &D LANDFILL.
"-
PL
7. INSTALL SILT FENCE OUTLETS AT LOW POINTS ALONG THE PROJECT..
PL
gp�p
8. ALL SIGNAGE AND CONSTRUCTION TRAFFIC CONTROL TO BE TO MUTCD STANDARDS.
PL
9. ALL CURB AND DRIVEWAY CUTS ARE TO BE SAW CUT.
10. ALL DRIVEWAYS TO BE 15' WIDE AND TO NCDOT STANDARDS.
7 TELEPHONE PEDESTAL
To mTPHDNE Box
■11 A ER -
11. PARKING LOT AT BASS LAKE RETREAT CENTER TO BE UTILIZED FOR A STAGING AREA.
a a
12. ENSURE POSITIVE DRAINAGE AT ALL LOCATIONS ALONG SIDEWALK,
'_ WATER -
CL Dn
13. LOCATION OF ALL HIGH VISABILITY CROSSWALKS TO BE DETERMINED BY TOHS INSPECTOR.
14. AREA OF SIDEWALK ON THE NORTH SIDE OF BASS LAKE ROAD IN THE AREA OF EARP ST.
EXT. DOES NOT INCLUDE SURVEY INFORMATION.
Io PL
5. ALL DEVICES MUST BE INSTALLED BEFORE ANY LAND DISTURBANCE
�Cw�
15. FOR DRIVEWAY CONSTRUCTION PLEASE SEE PLAN SHEET AND DETAIL SHEET.
-.- ER LINE
-B- sEwER UNE
-I- POWER LPIE
16. INSTALL HIGH VISIBILITY CROSSWALK PER NCDOT 1205.07
6. MAINTAIN DEVICES AS NEEDED. THE CONTRACTOR SHALL REMOVE
A!
STARGATL Zz
SEDIMENT FROM EROSION CONTROL DEVICES WHEN APPROXIMATELY
OA!
O �>
ONE -HALF OF THE STORAGE VOLUME HAS BEEN FILLED.
HOLLYVARK A!
�U A!
R­ �DC
4�v~
PL PL
SITE DATA
1. 5329 LINEAR FEET OF 8' WIDE CONCRETE SIDEWALK.
2. 1.9 ACRES OF DISTURBED AREA ON THIS SITE.
3. SITE IS WITHIN THE TOWN OF HOLLY SPRINGS.
4. LAND DISTURBANCE PERMIT TO BE ISSUED BY LAND QUALITY SECTION, NCDENR.
5. ALL SIDEWALK TO BE WITHIN RIGHT OF WAY OR SIDEWALK EASEMENT.
6. STA 0 +00 IS LOCATED AT LAT 35 -39 -12 LONG - 78 -49 -24
7. SITE IS WITHIN THE NEUSE RIVER DRAINAGE BASIN.
8. THERE ARE NO NEUSE RIVER BUFFERS OR WETLANDS WITHIN THIS PROJECT.
W BROOK MANOR /
O SUB- DIVISION NORTH
IMPROVEMENTS TO BE
DONE BY OTHERS
eJ
L eJ
IBROOK MANOR
SUB-DIVISION SOUTH
IMPROVEMENTS TO BE
e"
d
J '
a
v
r
A! e e
w Q
PL
eJ ! 9\1
e� A! BASS LAKE
P� PC
o� PL
P�
PL PL
P411
NOR.�.'�yROl4G
EgL �. Z
=lc. :US 3
I �
in
O
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1
to
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w
CO
2
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LEGEND
a CORE
GiV CABLE N wx
CONSTRUCTION SEQUENCE
aw CCRRpDATED YLTAL PIPE
e o CL� our
1. OBTAIN EROSION CONTROL PLAN APPROVAL FROM NC DENR DIVISION
0 EXlS xtJN r-E
F.cs FARE- flID SERxN PBC)
F.N. IRE ER N aPnc �r
F.o. nxn NE
OF LAND RESOURCES, LAND QUALITY SECTION,
m°o ma`EK"c,OF`c "MAL
2. SCHEDULE AND HOLD A PRECONSTRUCTION MEETING WITH THE TOWN
05
Pow°
OF HOLLY SPRINGS ENGINEERING DEPARTMENT.
° K M.W -R L E
P POWER UNE
3. START MAINTAINING NPDES CONSTRUCTION LOG.
PP
BDP POWER ROLE
INFORCED CONC. PIPE
4. INSTALL SILT FENCE, TREE PROTECTION FENCE, OR OTHER
7 TELEPHONE PEDESTAL
To mTPHDNE Box
■11 A ER -
MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS
'_ WATER -
CL Dn
NECESSARY TO INSTALL THESE DEVICES.
-oN- OVER Hm unLm
wo- UUNDER CRODNO pRu
5. ALL DEVICES MUST BE INSTALLED BEFORE ANY LAND DISTURBANCE
-.- ER LINE
-B- sEwER UNE
-I- POWER LPIE
ACTIVITIES.
6. MAINTAIN DEVICES AS NEEDED. THE CONTRACTOR SHALL REMOVE
- m= TREE7CwsROCnN
SEDIMENT FROM EROSION CONTROL DEVICES WHEN APPROXIMATELY
_M_ SID EW Lx P/SENENT
EX TREEl1NE
ONE -HALF OF THE STORAGE VOLUME HAS BEEN FILLED.
7. ALL DISTURBED AREAS ARE TO BE STABILIZED WITHIN 5 DAYS AFTER
R­ �DC
SIDEWALK IS POURED.
- PENDE
Fj R CHECK
8. GROUND COVER MUST BE ESTABLISHED ON SLOPES WITHIN 21
Q P. smwENT BAP
CALENDAR DAYS.
©a . �� Rwo
9. STABILIZE SLOPE BETWEEN STA 68 +00 AND 70 +50 WITH NORTH
Y,ETLNlpS
AMERICAN GREEN C -125.
®RIP wa we.
10. WHEN GROUND COVER HAS BEEN ESTABLISHED, CALL LAND
©0°"
QUALITY INSPECTOR FOR APPROVAL THEN REMOVE ALL EROSION
CONTROL DEVICES.
® ® D Dw
CpFER ow
EM DpNCRflE OR-AY
e"
d
J '
a
v
r
A! e e
w Q
PL
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e� A! BASS LAKE
P� PC
o� PL
P�
PL PL
P411
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A
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Q,
Old e
CD
0
Project Location 'Coll
-411-6
1 Ot
1 '' I---- - p Imis Farr Rd C
e
Ily Sp ings s Y'd
"o
Z
n
et
BOSS 1
SS Rd
Lake
event Ferry Rd Iii t p Ne ore
1304
Terriblecl
F quay - ring
O 401
A
Project Location
CAROLINA N Study Area \-, Streams Figure 1: Vicinity Map
ECOSYSTEMS, INC. Bass Lake Greenway Phase 11
3040 NC 42 West; 02-,,ton, NC 27520 M i I es State Route 4W Waterbodies
P: (919)-606&-91 5 F:(919)-585-5570 0 0.5 1 over Basal Creek
Date: March 2013 US Hwy Wake County, NC
Sheet I of 7

ego
VCc'
v
3'
Project ocation Sun et
L a
r
Bass
W Lake
315 r
�C
7
J
397)
V.
VI/
139"
r
CAROLINA N Apex USGS Quad Figure 2: Study Area
ECOSYSTEMS, INC.
Bass Lake Greenway Phase li
3040 NC 42 West; Clayton, NC 27520 Feet Study Area over Basal Creek
P: (919)-606-1065 F:(919)-585-5570 0 1,000 2,000 Wake County, NC
Date: March 2013 Sheet 2 of 7

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
ac
Temp.
Fill In
Wetlands
ac
Excavation
in
Wetlands
ac
Mechanized
Clearing
in Wetlands
ac
Hana
Clearing
in
Wetlands
ac
Permanent
SW
impacts
ac
Temp.
SW
impacts
ac
Existing
Channel
Impacts
Permanent
ft
Existing
Channel
Impacts
Temp.
ft
Natural
Stream
Design
ft
1
10 +19 to 13 +84
BRIDGE
<.01
2
14 +23 to 15 +00
GREENWAY
0.01
TOTALS.
0.02

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No
Station
(Fromrro)
Structure
Size / Type
Permanent
Fill In
Wetlands
ac
Temp.
Fill In
Wetlands
ac
Excavation
in
Wetlands
ac
Mechanized
Clearing
in Wetlands
ac
Hand
Clearing
in
Wetlands
ac
Permanent
SW
impacts
ac
Temp.
SW
impacts
ac
Existing
Channel
Impacts
Permanent
ft
Existing
Channel
Impacts
Temp.
ft
Natural
Stream
Design
ft
1
10 +19 to 13 +84
BRIDGE
<01
2
14 +23 to 15 +00
GREENWAY
001
TOTALS:
0.02

I VICMITY Al" I
1876
1211 °7-- ItU
,y
LOCATION: BASS LAKE GREENWAY
PHASE H OVER BASAL
CREEK
TYPE OF WORK: GRADING, DRAI11tAGE,
& STRUCTURE
TOWN OF HOLLY SPRINGS PROJECT NO.: 08-037
PARCEL NO.
PROPERTY OWNER NAME
ADDRESS
1
TOWN OF HOLLY SPRINGS
908 BASS LAKE ROAD HOLLY SPRINGS, NC 27540 -9068
2
SANDRA BLANKS SIMPSON
1012 BASS LAKE ROAD HOLLY SPRINGS, NC 27540 -9070
APPROVAL
CERTIFICATION
'I CERTIFY THAT THESE PLANS WERE PREPARED AND THAT THIS PROJECT SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE FOLLOWING PLANS, THE LATEST EDITION OF THE ENGINEERING DESIGN
AND CONSTRUCTION STANDARDS OF THE TOWN OF HOLLY SPRINGS AND OTHER APPLICABLE TOWN
ORDINANCES AND POLICIES. THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES
THAT THE TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS HAVE
BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. ANY PROPOSED
EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY ON SHEET 2 OF THESE
DRAWINGS. FURTHERMORE, THESE PLANS WERE PREPARED IN CONFORMANCE WITH THE PRELIMINARY
PLAN FOR THIS PROJECT.'
ENGINEER: DATE:
WETLAND /STREAM
IMPACTS
E ROPE
_ BRIDGE #373
S•R. 140.1393 BEGIN BRIDGE
14.C. STA. 13 + 84.49 .
�� \�
oor
•'/
' END BRI
�.— •`------- - - --�-
-�- BASAL CREEK STA. 14+
BEGIN PROJECT
–L– POT STA. 10+19.29
TOTAL PROJECT LENGTH = 649.95'
TOTAL STRUCTURE LENGTH = 50.00'
TOTAL GREENWAY LENGTH = 599.95'
75% PLANS
–L– POC STA. 16 + 69.24
PRELIMINARY
DO NOT
PLANS
PoR CONSTRUCTION
INCOM
ETE PLANS
DO NOT USE
R/• ACOUMMON
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8

WETLAND /STREAM IMPACTS
/ \ 25' 0' 25' 50' 75' /
/ CRAPFUC SCALE
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DWAY MMrA MYDR#J=
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INCOMPLE
E PLANS
DO NOT USE PoE
/• ACOUM=bl
PRELIMIN
RY PLANS
DO NOT USE
CONMUCTM
DENOTES FILL IN
WETLAND
\\ ( /rte
\ /,00
\ �► / I ' — (gp55 L E ROpO� — — — — — — — — — — — Z=O 9
0
/ N•C.S.R. No.— 39 .V — c-r—
Aj
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l000l l000, 2
(8 �.— _- - - - - -- — TB- - - - - -- 3 @ 36- RCPT
.�.% CLASS III
SITE 1— - -' �� w/HDWL
(LENGTH = 30' + / -)
------------- - - - -
19 50'
110 PEDESTRIAN
,L 19 TRUSS BRIDGE �\

0
i
aw SHEET NO. i
ROADWAY DESMH HYDRAULIC
WETLAND /STREAM IMPACTS
25' 0' 25' 50' 75'"�/r
70 J / / GRAPHIC SCALE \'
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y \ � � / �/ \ \ � I ; WETLAND
IN
—_ - -- _ —_ _ -- /
I g3 1905 LAKE R I -- - -- y f / /l''��" I 1 T� T =, Q
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SITE t,- %_�_ w'HDWL
1
INCOMPLE
E PLANS
0o Nor u� roa
i� wcovnmot+
PRELIMIN
RY PLANS
DO NOT V66
CON@iRVCRON

BUFFER IMPACTS SUMMARY
BUFFER
STATION
•

I VICINITY MAP
yap
i2ii o __ n
r;
`�!'r 11Tb
LOCATION: BASS LAKE GREENWAY
PHASE HOVER BASAL
CREEK
TYPE OF WORK: GRADING, DRAINAGE,
& STRUCTURE
TOWN OF HOLLY SPRINGS PROJECT NO.: 08-037
PARCEL NO.
PROPERTY OWNER NAME
ADDRESS
1
TOWN OF HOLLY SPRINGS
908 BASS LAKE ROAD HOLLY SPRINGS, NC 27540 -9068
2
SANDRA BLANKS SIMPSON
1012 BASS LAKE ROAD HOLLY SPRINGS, NC 27540 -9070
CERTIFICATION
'I CERTIFY THAT THESE PLANS WERE PREPARED AND THAT THIS PROJECT SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE FOLLOWING PLANS, THE LATEST EDITION OF THE ENGINEERING DESIGN
AND CONSTRUCTION STANDARDS OF THE TOWN OF HOLLY SPRINGS AND OTHER APPLICABLE TOWN
ORDINANCES AND POLICIES. THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES
THAT THE TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS HAVE
BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. ANY PROPOSED
EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY ON SHEET 2 OF THESE
DRAWINGS. FURTHERMORE, THESE PLANS WERE PREPARED IN CONFORMANCE WITH THE PRELIMINARY
PLAN FOR THIS PROJECT.'
ENGINEER:
DATE:
BUFFER IMPACTS
E LOW) _ BRIDGE #373
S.R. 1393 BEGIN BRIDGE
N•� STA. 13 +84.49
- BASAL CREEK
N PROJECT
'OT STA. 10 +19.29
75% PLANS
TOTAL PROJECT LENGTH = 649.95'
TOTAL STRUCTURE LENGTH = 50.00'
TOTAL GREENWAY LENGTH = 599.95'
RIDGE
+34.49
-L- POC STA. 16 + 69.24
PRELIM
NARY PLANS
DO NOT
POR CON41'RVCTfON
INCOM
ETE PLANS
DO NOT MEW
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BUFFER IMPACTS
25' 0' 25' S0' 75' / I
/ \ GRAPHIC SCALE
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CA
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\ / \ KE — eB�ocE I
(BASS I
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/� �i� � �i� /• /• �`� ,COI
41 00
Vol
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•f6
TB
SITE L. -/
,t 10
INCOMPLE
E PLANS
DO NOT OEB FOR
/• ACQUErIMM
PREL
DO NOT I IMIN
PLANS
ODNSIAV RY P LA
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
�r —ASS 4&
�ppq�J9,
SITE 2-''
3 Q 36° RCP I
CLASS III I
w'HDWL I
(LENGTH = 30' + / —)
1 @ 50' I
PEDESTRIAN I
TRUSS BRIDGE I �\
I I\

0
N
a
N
N
w
m
BUFFER IMPACTS
/ \ 0/lf' 25' 0' 25' 50' TS'-
GRAPHC SCALE
too
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ww uEET No 3
ROAUWAY OEiiGN NYDRAMCS
INCOMPLE
PLANS
DO NOT Vb8 POA
/ • ACOVtlll
PRELIMIN
DO
RY PLANS
COMMUCTtON
ti cv,
r
ALLOWABLE IMPACTS ZONE 1
pJ ICI \ J I 1 J ALLOWABLE IMPACTS ZONE 2
O
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iBASS E R
WRVI
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ALLOWABLE IMPACTS ZONE 1
pJ ICI \ J I 1 J ALLOWABLE IMPACTS ZONE 2
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WRVI
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REVISIONS
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BA LAKE GREE11lWAY
PHASE II PROJECT# 08 -037
TOWN OF HOLLY SPRINGS
WAKE COUNTY NORTH CAROLINA
559 Jones Fonklin Rd. Site 164
�i / Raleigh, N.C. 27606
ETHERILL Bus: 919 8518077
ENGINEERING Fax: [phone]
License No. F -0377
TRANSPORTATION PLANNING /DESIGN - BRIDGE /STRUCTURE DESIGN
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
REVISIONS
5 r
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y
SEAL
NO.
DATE
DESCRIPTION
BY
PLAN & PROFILE