20110559 Ver 1_401 Application_20110611

affl alley, williams, carmen & king, inc.
Engineering Arcllitccturc Lund Surticring
OK
201 10559
June 6, 2011
NCDENR - DWQ Wetland/401 Unit
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604-2260
Subject Project: East Haggard Avenue Sidewalk, Elon, N.C.
NCDOT Project No: ER-2971 G, WBS:3607.3.07
AWCK Project No: 09139
To Whom It May Concern:
Please find enclosed the following items for your review and approval:
? LJUiv 0 9 2011
_
DENR +n/ATEF? Q JAL
WAIII-C. • n_
1. 4 copies of PCN form (one copy is being submitted directly to Sue Homewood in WS office).
2. Check in the amount of $240.00 for permit application fee.
3. 4 copies of Stream Impact Exhibit Map
4. 4 copies of Agent Authorization Form.
5. 4 copies of email correspondence from Andy Williams.
6. 4 sets of reduced size copy of plans (11x17) for project. Please note that we have plans in pdf
format, should you need plans in pdf format.
Concurrently with this letter, we are submitting a copy of the PCN to Andy Williams with the USACOE.
The package is being submitted to Andy requesting a Nationwide Permit 18, which requires notification
only (see attached email from Andy Williams).
Also, please be advised that we have had communication with Sue Homewood of the Winston-Salem
Regional Office and we are sending her a copy to expedite the approval process.
The Town of Elon plans to construct a 5' ft wide pedestrian concrete sidewalk along the northern
shoulder of E. Haggard Avenue from Lawrence Avenue to Gilliam Road (approximate length is 3,360 ft).
Approximately 50% of the sidewalk will be constructed immediately adjacent to the existing curb and
gutter section and the remaining 50% of the project will be constructed in an existing ribbon pavement
section. Where the sidewalk will be adjacent to the existing curb and gutter, the flow will be directed to
the curb and gutter and existing storm sewer system. Where the sidewalk is constructed in the ribbon
pavement section, the sidewalk will be constructed beyond the existing grass lined ditch and the runoff
from the new concrete will drain towards the existing grass lined ditch. The existing grass lined ditches
will be retained and the flow form the sidewalk will be diffused in this section. The existing grass lined
ditches are sufficient to accept the additional runoff from the proposed sidewalk and remain stable.
740 Chapel Hill Road (27215) • P.O. Box 1179 • Burlington, North Carolina 27216
Tel. - [phone] Fax - [phone] • awck.com
ESTaBLIS11D 1900
NCDENR-DWQ Wetland/401 Unit June 6, 2011
ER-2971 G, WBS:3607.3.07 Page 2
Please be advised that the project will be adjacent to 1 stream as delineated on the Burlington, NC USGS
Map. Currently the stream flows through an existing 54" culvert pipe under the existing curb and gutter
section. Currently there is no rip rap on the downstream side of the culvert. Please be advised that
NCDENR, LQS has issued a permit for the project; however, the permit was issued contingent upon the
downstream culvert be stabilized with rip rap; therefore, we plan to stabilize the outlet of an existing
54" RCP by placing rip rap along the bottom and sides of the existing bank as required by NCDENR-LQS.
Please note that during the design process, we have minimized the impacts to the stream/buffer areas
by proposing to construct a headwall at the end of the existing culvert pipe to eliminate extending the
pipe. We are proposing a fill slope in the vicinity of the stream/buffer area, since the existing shoulder
and fill slopes do not comply with NCDOT requirements. NCDOT typically recommends a 3:1 fill slope
for the roadway; however, adjacent to the stream, we have reduced the slope to a 2:1 slope at the
headwall and 2.5:1 in the buffer area to minimize impacts.
The Town is most anxious to begin this project while the Elon University students are out for summer
break. Any assistance you can provide to expedite the process is greatly appreciated.
Should you have any questions or need any additional information, please feel free to contact me @
336-226-5534 or to [e-mail].
Respectfully submitted,
Alley, Williams, Carmen & King, Inc.
Z I
01Z 7Z?
Mark D. Reich, P.E.
MDR/mr
cc: Sean Tencer, Elon Town Planner
Sue Homewood, NCDENR - WS Regional Office
Andy Williams, USACOE
alley, williams, carmen & king, inc.
F-- 1111
affl alley, willi rn , carmen king, inc.
Engineering - Architecttire Lartcl Surveying
OK
June 7, 2011
Andrew Williams
Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Subject Project: East Haggard Avenue Sidewalk, Elon, N.C.
NCDOT Project No: ER-2971 G, WBS:3607.3.07
AWCK Project No: 09139
Dear Mr. Williams:
As a follow-up to our telephone conversation and email for the subject project, please find enclosed the
following items for your review and approval:
1. 1 Copy of PCN form.
2. Stream Impact Exhibit Map
3. Agent Authorization Form.
4. Copy of email correspondence from Andy Williams.
5. Reduced size copy of plans (11x17) for project. Please note that we have plans in pdf format,
should you need plans in pdf format.
If you will recall, you had indicated that should we need to place rip rap downstream of the culvert, we
would need to obtain a Nationwide Permit 18. In order for the Town to comply with the Land Disturbing
Activity Permit, the Town will need to install the rip rap; therefore, we hereby request approval of a
NWP 18. In addition, the Town will need to obtain a buffer encroachment from DWQ (Jordan Lake
Rules). Concurrently, we are submitting a package to DWQ for a riparian Buffer Authorization.
The Town is most anxious to begin this project while the Elon University students are out for summer
break. Any assistance you can provide to expedite the process is greatly appreciated.
Should you have any questions or need any additional information, please feel free to contact me @
336-226-5534 or to [e-mail].
Respectfully submitted,
Alley, William C en ng, Inc.
Mark D. Reich, P.E.
MDR/mr
cc: Sean Tencer, Elon Town Planner
NCDENR, Division of Water Quality
740 Chapel Hili Road (27215) - P.O. Box 1179 • Burlington, North Carolina 27216
Tel. - [phone] ° Fax - [phone] awck.com
ESTABLISHED « 1960
O?0F W AT?c9QG
a T
2 0 1 10559
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:
El Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 18 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 ? Non404 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
1 g. 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: East Haggard Avenue Sidewalk Improvements
2b. County: Alamance
2c. Nearest municipality / town: Elon
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: ER-2971 G
3. Owner Information
3a. Name(s) on Recorded Deed: Town of Elon
3b. Deed Book and Page No. DB 3002 PG 226-228 (Drainage easement acquired by Town of Elon).
3c. Responsible Party (for LLC if
applicable): Town of Elon
3d. Street address: 104 South Williamson Avenue
3e. City, state, zip: Elon, NC 27244
3f. Telephone no.: 336-584-0282
3g. Fax no.: 336-584-7876
3h. Email address: [e-mail] n WA

Page I 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:
5. Agent/Consultant Information (if applicable)
5a. Name: Mark D. Reich, P.E.
5b. Business name
(if applicable): Alley, Williams, Carmen & King, Inc.
5c. Street address: PO Box 1179
5d. City, state, zip: Burlington, NC 27216-1179
5e. Telephone no.: 336-226-5534
5f. Fax no.: 336-226-3034
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): 8855483160
Latitude: 36.105105 Longitude: -
1 b. Site coordinates (in decimal degrees): 79.493233
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: .03 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to UN Tributary to Dry Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: WS-V; NSW
2c. River basin: Cape Fear
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:
Approximately 50% of the project is within an existing 3-lane curb & gutter street, the other 50% of the project is within a
ribbon pavement section. Area of buffer encroachment is wooded and adjoining area is single family residential.
3b. List the total estimated acreage of all existing wetlands on the property:
0.0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
33
3d. Explain the purpose of the proposed project:
Construction of a 5-ft wide concrete sidewalk to provide a safer pedestrian route.
3e. Describe the overall project in detail, including the type of equipment to be used:
Installation of approximatley 3,360 If of 4 to 5-ft wide concrete sidewalk, widening of shoulder and new fill slopes.
Grading equipment such as backhoes and loaders will be used to grade typical section.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / ? Yes ® No ? Unknown
project (including all prior phases) in the past?
Comments: Stream is a blue-line stream on USGS map.
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:
Name (if known): N/A Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
N/A
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.
NIA
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
N/A
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) DWQ - non-404, other) (acres)
Temporary T
W1 ? P ? T ? Yes ? Corps N/A
? 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 ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts N/A
2h. Comments: No Wetland Impacts
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 Stabilization UT to Dry Creek ® PER
? INT ? Corps
® DWQ 15 27
S2 ? P ? T ? PER ? Corps
? INT ? 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
3h. Total stream and tributary impacts 27
3i. Comments: NCDENR, LQS required rip rap stabilization of stream downstream of existing culvert. Project plans specifiy a
proposed concrete headwall to be constructed (without a culvert extension).
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. 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 N/A
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts N/A
4g. Comments: No Open Water Impacts
5. Pond or Lake Construction
If and 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
P2
K Total
5g. Comments: No Pond or Lake Impacts
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an 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
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 im act required?
131 ®P ? T See 6i UT to Dry Creek ® Nos 449 384
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts 449 384
6i. Comments: Fill slope required to be extended to comply with NCDOT minimum design standard requirements.
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Headwall proposed to avoid pipe extension and minimize buffer impacts. Fill slopes reduced from 3:1 to 2.5:1 and 2:1 at
Headwall.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Contractor will be required to work from top of slope.
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: N/A
3b. Credits Purchased (attach receipt and letter) Type N/A Quantity N/A
3c. Comments: N/A
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.
N/A
Page 7 of 11
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) N/A
Zone 2 1.5 N/A
6f. Total buffer mitigation required: N/A
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: Buffer Impacts allowed under Jordan Lake Rules.
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?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Existing storm sewer system within curb and gutter section is sufficient
to convey runoff and the discharge location is stablizied. In section without curb ® Yes ® No
and gutter runoff from sidewalk will discharge onto a vegetated flat slope (less than
5%) that is stabilized. Existing grass lined ditches are sufficient to accept additional
runoff from proposed sidewalk and remain stable.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 36.8%
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Sidewalk construction within an existing
transporation facility is an allowable activity. Approximately 50% of the project is with in a curb and gutter section and the
other 50% is within a ribbon pavement section. The runoff from the ribbon pavement section flows into an existing grass
line ditch (see E.1.b above). The total length of the project is approximately 3,360 If. In one 250 If segment of the project,
the existing fill slope needs to be extended to construct the sidewalk to NCDOT stand ards (existing berm width or
shoulder is too narrow). See D.1a for avoidance and minimization measures implemented in the project.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan:
N/A
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Town of Elon
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply):
? Session Law 2006-246
® Other: Jordan Lake
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
Page 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version

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
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)?
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: A CE form has been submitted to NCDOT for approval.
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): N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
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 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?
Reviewed www.fws.gov/nc-es/es/cntylist/alamance.html.
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?
N/A. Project is not located in a costal county.
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?
NCSHPO - received letter from NCSHPO indicating "no historic resources would be affected by the project."
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:
8c. What source(s) did you use to make the floodplain determination? Reviewed NC Flood Maps.
Sl ? ?lntt ?
Town of Elon/Sean Tencer
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version
EGEN
PE - Permanent Easement
TE - Temporary Easement I OpGE
PL - Property Line p. N O )GE
CL - Centerline Stream a gARCK1E 5. 524
TOB - Top of Bank I & VI 7 PG. 107
/ pP 6 460, PG
Zone 1 Impacted Area I
Z::?- Zone 2 Impacted Area 106 69 1653.22
653.
V
Stream Impacted Area
?". /TE SF
? SF
/ ry I rj ?Q SF
?Q) R' V - /TE S TS - ,....
?Q Og 653 70 sF / Y?384 sq. ft.?-
/ /T -B1 - ?-
44 sq. ft.
/ T657.5 I B1
I PE S1
657 24 378 sq. ft.
INV.- M. - 652.00
/
i /
1 rC i-
GRAVEI- DRIVE :. ? / / 0
. ow
SF ..- Sed: // x
'?I' // / OWA?L) ?Z /
/ j / / PROPOSED NEA c? 465
rd Ave'
as Nagga , Puplic SM 013
\
E 6O
'Stream Impacted Area consists of
placing rip rap to stabilize area as
required by NCDENR, LQS.
Owner to apply for USACOE
-n SCALE: 1'=20' Nationwide Permit No. 18.
0 20
alley, williams, carmen & king, inc. SHEU NO.
Engineering Architecture surveying STREAM IMPACT EXHIBIT MAP I
740 Chapel Hill Road P.O. Box 1179
Burlington, N.C. 27216 336/226-5534
Firm License #F-0203 Job # 09139
SCALE 1' 20' DATE :5/31/11 DWG. BY - GRP OF
AGENT AUTHORIZATION FORM
PROJECT: E. Haggard Street Sidewalk Improvements
NCDOT Project No. ER-2971 G
PROPERTY LEGAL DESCRIPTION: Permanent Drainage Easement recorded in DB 3002, Pg 226-228
LOT NO. N/A PLAN NO. N/A PARCEL ID: 8855483160
NEAREST STREET ADDRESS: 716 E. Haggard Avenue
Elon, NC 27244
Owner: Town of Elon
The undersigned, owner for the subject project, do hereby authorize
Mark D. Reich , of Algy, Williams, Carmen .& king, Inc.
(Engineer/ Agent) (Name of consulting firm)
to act on behalf of Owner and take all actions necessary for the processing, issuance and acceptance of this
permit or certification and any and all standard and special conditions attached.
Owner's Address: Town of Elon
104 South Williamson Avenue
Elon, NC 27244
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the best of our
knowledge.
Authorized Signature
Date G 1 ! ! j
Sean Tencer, Town Planner
:y
Mark Reich
mmn?
From: Williams, Andrew E SAW [[e-mail]]
Sent: Wednesday, May 25, 2011 3:05 PM
To: Mark Reich
Subject: RE: Town of Elone - E. Haggard Avenue Sidewalk Improvements - NCDOT ER-2971 G
(UNCLASSIFIED)
Follow Up Flag: Follow up
Flag Status: Completed
Classification: UNCLASSIFIED
Caveats: NONE
Mark,
Based on our telephone conversation on May 25, 2011 and the project plans you
submitted, there is only 1 jurisdictional stream located within the project
area. The project plans and your description indicate there will not be any
fill located within the stream. We also discussed bank stabilization by use
of live stakes. As described, a permit from the US Army Corps of Engineers
is not required to complete this project.
We also discussed rip rap dissipation pads. You stated there are currently
no plans for a rip rap dissipation pad associated with this project. If one
is required, it could potentially be authorized by Nationwide Permit 18. If
you find that a rip rap dissipation pad is necessary, please contact me to
discuss further.
If you have any questions regarding this correspondence or this project,
please contact me. Thanks.
Andrew Williams
Regulatory Project Manager
U.S. Army Corps of Engineers
Wilmington District, Raleigh Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
919-554-4884 ext. 26
-----Original Message-----
From: Mark Reich [mailto:[e-mail]]
Sent: Wednesday, May 25, 2011 11:25 AM
To: Williams, Andrew E SAW
Subject: FW: Town of Elone - E. Haggard Avenue Sidewalk Improvements - NCDOT
ER-2971 G
Andy,
It is my understanding that you have spoken with Jerry Parker with NCDOT
regarding the subject project and that the Town will need to make application
for a Nationwide 14 permit. I am not sure if you have seen the plans for the
proposed impacts and wanted to forward to you the plan sheet for what is
actually proposed and provide you with some background information..
The project consists of installing a 5-ft wide concrete sidewalk behind the
curb. At one location, approximate station 5+45, an existing culvert is
under the road and the watercourse would most likely be considered a stream
and is a blue line in the USGS map. Currently the shoulder or berm width
1
4
beyond the back of curb does not meet NCDOT typical requirements for slope or
width. The plan indicates that we will construct a headwall at the end of
the existing pipe without extending the pipe. Fill would be added over top
of the existing pipe to allow the construction of the sidewalk. We are
proposing to construct wing walls on each side of the pipe to tie back into
the existing grade on each side of the culvert.
We will be installing a temporary impervious dike downstream of the culvert
and the contractor will be required to install a pump and pump the effluent
into a stilling basin beyond the top of bank. We have received an erosion
control permit for the project; however, the approval is based on providing
bank stabilization downstream. Our intent at this time would be to plant
some "live stakes" on each side of the stream to assist with stabilizing the
bank as required by Land Quality Section.
Since we are not extending the pipe, we have been previously advised that
this would not be considered a stream impact or require a permit. In this
scenario, would you concur that a permit is not required or will a Nationwide
permit be required? Should a permit be required, we most likely will modify
the plan to extend the pipe and eliminate the headwall to reduce project
costs. It is my understanding that if the impact is less than 150-ft, we
will still qualify for a Nationwide permit? Please confirm if that is
correct.
Please review and advise if a permit will be required as we are trying to
complete this project this summer prior to students returning for the fall
semester. Should you have any questions or need any additional information,
please feel free to contact me.
Best Regards,
Mark Reich, P.E.
Alley, Williams, Carmen and King, Inc.
740 Chapel Hill Road (27215)
PO Box 1179
Burlington, NC 27216-1179
Phone: [phone]
Fax: [phone]
[e-mail]
Classification: UNCLASSIFIED
Caveats: NONE
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