20091120 Ver 1_More Info Received_20091228

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December 23, 2009
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Public Works Department
Engineering Division
North Carolina Division of Water Quality 7 cydwi„".o -s,km
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Transportation Permitting Unit ro. xox zs
NC 27102
1650 Mail Service Center ?i 336.727.2141
Raleigh, NC 27699-1650 5. 336''2 Os'
www.c ryn g
RE: Response to request for additional information
Application for Section 404 Nationwide Permit 14 and Section 401 Water Quality
Certification for the Extension of Motor Road from Old Rural Hall Road (SR 2207) to
Old Walkertown Road (SR 2456)
Forsyth County, North Carolina. City Project No. 200303.
Dear Mrs. Sullins:
In response to your letter requesting more information dated November 2, 2009, please find the
attached revised Pre-Construction Notification (PCN) form sheets, revised permit drawings 1 and
2, NCEEP letter accepting payment for mitigation of the stream impacts, Plans showing storm
water management locations, and revised storm water management plan summary.
If you have any questions or need additional information, please call me at 747-6833.
Sincerely,
ENGINEERING DIVISION
off.( ??'?
Todd Love, P.E.
Project Engineer
Cc: Amy Euliss-NCDWQ Winston-Salem
?c
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply): H
? 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) (if known) DWQ - non-404, other) (acres)
or Temporary T
W1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ

W4 ?P?T ? Yes ? Corps
?No ?DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P F1 T E-1 Yes L] Corps
? No ? DWQ
2g. Total wetland impacts
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 length
number- (PER) or (Corps - 404, 10 stream (linear feet)
Permanent (P) intermittent DWQ - non-404, width
or Temporary (T) (INT)? other) (feet)
S1 ®P ®T Culvert UT1 to Fivemile ® PER ® Corps 9.0 218(perm)
Branch ? INT ® DWQ 22 (temp)
UT2 to Fivemile
? PER
® Corps ! 297(perm)
38 (temp)
S2 ® P ® T Culvert Branch ® INT ®DWQ 4.5 134(perm)DWQ
8 (temp)DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ

S4 ?P?T ? PER ? Corps
?INT ?DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
! 515(perm)
3h. Total stream and tributary impacts 60 (temp)
3i. Comments: NCDWQ Total Impacts = 352 LF (perm) 30 LF (temp). Temporary impacts are due to temporary dewatering of
the stream during culvert installation. Permanent impacts at the sites are due to proposed culvert installations.
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 4b.
Name of
waterbody
(if applicable) 4c.

Type of impact 4d.

Waterbody type 4e.

Area of impact (acres)
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 51b. 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland (acres)
Pond ID
number Proposed use or
purpose of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
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:
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ?Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact
f
t Zone 2 impact
uare feet)
s
Permanent (P) for Stream name mitigation )
(square
ee q
(
or Temporary impact required?
T
?Yes
61 ?P?T ? No
?Yes
B2 ?P?T ? No
?Yes
B3 ?P?T ? No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
In extreme fill locations 2:1 fill slopes have been utilized. Rip rap will be used to reduce erosion at pipe outlets and roadway
ditches. Preformed scour holes will be used to reduce erosion and sedimentation.The roadway typical section will consist of
grass shoulder berms, grass fill slopes, and grass lined roadway ditches.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best Management Practices (BMP's) for construction will be used during the culvert installation. Sediment and erosion control
measures will be used during the construction. The no-build alternative to this project would not address the core purpose and
need for the project which is to provide congestion relief and traffic safety.

2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State

2a. Does the project require Compensatory Mitigation for I
® 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 mitigat ion option will be used for this
®Payment to in-lieu fee program
project?
pro
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
31b. Credits Purchased (attach receipt and letter) Type Quantity
Page 7 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
la. 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.
? Yes ? No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? n/a %
2b. Does this project require a Stormwater Management Plan? ® Yes ? Nb
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan:
See attached
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWO Stormwater; Program
® DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
? Phase II
? NSW
3b. Which of the following locally-implemented stormwater management programs ? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties;
? 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. DWQ 401 Unit Stormwater Review
Sa. 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?
1b. 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 N 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
? Yes
? No
letter.)
Comments: j
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 N No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes N 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 ED 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.
See attached
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.
not applicable
Page 10 of 11
PCN Form -Version 1.3 December 10, 2008 Version
r
-,Fcosstem
Pal -cin el
PROGRAM
December 9, 2009
Todd Love
City of Winston-Salem
PO Box 2511
Winston-Salem, NC 27102
cbS'T?2`5c"?c
'a$le- 9
Expiration of Acceptance: September 9, 2010
Project: Motor Road Extension County: Forsyth
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved. You must also comply with all other state, federal or local
government permits, regulations or authorizations associated with the proposed activity including SL 2009-337• An Act to Promote
Compensatory Mitigation by Private Mitigation Banks.
This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the ruthorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
River
Basin CU
Location Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer 11
(Sq. Ft.)
Cold Coot Warm Riparian Non-Riparian Coastal Marsh
Impact Yadkin 03040101 0 0 360 0 0 0 0 0
Credits Yadkin 03040101 0 0 720 0 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N.C. Department of Environment and Natural Resources and the
U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
IohnThomas, USACE-Raleigh
Amy Euliss, NCDWQ-Winston-Salem
File
Sincerely,
Wil ' D. Gilmore, PE ?w
Director
R.utorivcg... Ehka."... Protect6'Kg Oar State
ern
OUR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
V'ln 00
STORMWATER MANAGEMENT PLAN City of Winston-Salem Project No. 200303
Forsyth County, North Carolina
Motor Road Extension from Old Rural Hall Road to Old Walkertown Road
City Project Engineer: Todd Love, P.E.
PROJECT DESCRIPTION
The City of Winston-Salem proposes to extend an existing portion of Motor Road 0.75
miles to the Old Walkertown Road/Carver School Road intersection in Winston-Salem.
The scope of the work includes grading, drainage, paving, guardrail, signal and signing
improvements. The typical roadway section will be a three (3) lane curb and gutter
facility with center turn-lane. This project also provides for the construction of a new
sidewalk. Drainage systems consist of grated inlets with pipe networks, vegetated ditches
and preformed scour holes at pipe outlets.
The project also proposes to widen an existing portion of Motor Road between Old Rural
Hall Road (SR 2207) and Baux Mountain Road (SR 1946) to a three lane facility. The
proposed improvement will help improve safety by moving left turning traffic out of the
through lanes.
These roadway improvements will result in additional impervious area of approximately
6.10 acres.
ENVIRONMENTAL DESCRIPTION
The project is located near the divide between the Yadkin-Pee Dee and the Roanoke
River basin in Forsyth County North Carolina. Water resources in the area include Mill
Creek, Fivemile Branch and Unnamed Tributaries to Fivemile Branch. Fivemile Branch
is a perennial stream that flows south to north just outside the project boundaries and has
a best usage classification of C. All waters within the project flow into the Fivemile
Branch and do not have an assigned Stream Index Number by the N.C. Division of Water
Quality. The surrounding area is rolling piedmont with natural ground elevations between
approximately 950 and 1000 feet. Existing land use varies from forested land and
residential development along the project.
Neither High Quality Waters (HQW), Water Supplies (WS-I - WS-IV) are located within
1.0 mile of the project area.
BEST MANAGEMENT PRACTICES
The primary goal of Best Management Practices (BMP's) is to prevent degradation of the
states surface waters by the location, construction and operation of roadway system. The
BMP measures used on this project to reduce stormwater impacts are:
• The roadway typical section consists of grassed shoulders, wooded or grassed fill
slopes, and grass lined roadway ditches.
• The hydraulic design minimizes water quality impacts by using pre-formed scour
holes and vegetated ditches with rock checks to reduce erosion.
• Rip rap was used where warranted to reduce erosion at pipe outlets and within
roadway ditches.
• In steep fill locations, 2:1 fill slopes were used to minimize impacts.
• Some non-structural Best Management Practices area such as public outreach and
education and litter control are applicable to the project.
STORM WATER MANAGEMENT SUMMARY TABLE

DRAWING
NUMBER
PIPE OUTLET
NUMBER DRAINAGE
AREA
DESCRIPTION

BMP TREATMENT
SHT4 410 WIDENING NONE (LIMITED R/W

SHT 10
# 18
WIDENING NONE (LIMITED R/W/STEEP
GRADE)
SHT 6 # 39A NEW 2.3 AC PSH TREATMENT
SHT 7 # 42 NEW 0.28 AC NONE STEEP GRADE
SHT 7 # 44 NEW 0.54 AC NONE (STEEP GRADE)
SHT 7 # 47 NEW 0.11 AC NONE STEEP GRADE
SHT 7 # 50 NEW 1.87 AC PSH TREATMENT
SHT 9 # 1 WIDENING NONE (LIMITED R/W)
SHT 9 # 7 WIDENING NONE (LIMITED
Pipe Outlet #10 drains to an existing natural drainage feature. Limited right of way is
available at this location because of its proximity to private residences.
Pipe Outlet # 18 drains to a proposed roadway grass ditch but because of steep grade in
the existing terrain the grass ditch does not meet BMP design criteria.
Pipe Outlet #42 drains to an existing natural drainage feature.
Pipe Outlet #44 drains to a proposed grass line ditch but because of steep grade in the
existing terrain the grass ditch does not meet BMP design criteria.
Pipe Outlet 47 drains to a proposed grass lined ditch. A pre-formed scour hole (PSH) at
this location is not feasible because of steep grades.
Pipe Outlet #1 drains to an existing roadway grass ditch. Limited right of way is
available at this location because the existing road (Victoria Street) is within 30 feet of a
church building.
Pipe Outlet # 7 drains to an existing roadway grass ditch. Limited right of way is
available at this location because the existing road (Quail Drive) is adjacent to a
convenience store parking lot.
The BMP measures used on this project to reduce stormwater impacts are Preformed
Scour Holes. These measures are designed in accordance with the latest version of the
NCDOT Stormwater Best Management Practice toolbox. The preformed scour hole
(PSH) treatment measures will treat an additional impervious area of approximately 4.17
acres.
A BMP cannot be provided at the roadway widening locations mainly due to limited
availability of right of way. Vegetated Ditches and Swales are proposed at some locations
along the new roadway but because of steep grades in the existing terrain do not meet
Stormwater BMP design criteria.
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