20200313 Ver 1_City of Mebane - Holt Street Greenway_20200227

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
V
1.
Processing
C
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number. NWP 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
Is.
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 I 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:
City of Mebane - Holt Streeet Greenway
2b.
County:
Alamance
2c.
Nearest municipality /
town:
Mebane
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or
state project no:
3.
Owner Information
3a.
Deed:
Name(s) on Recorded
City of Mebane
3b.
Deed Book and Page No.
2922/0818,3490/0810,2999/0512,3787/0679,3787/0679,2687/0746,3787/0679,3787/0679
3c.
Responsible Party (for
LLC if applicable):
3d.
Street address:
106 East Washington Street
3e. City, state, zip:
Mebane, NC 27302
3f.
Telephone no.:
919 563-9990
3g.
Fax no.:
K
10
3h. Email address:
CyStober<[e-mail]>
FLU L 7 /()'()
DENR•WATER RESOURCES
TRANSPORTATION PERMITTING UNIT
Page 1 of 11
PCN Forth —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
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: David S. Brame
5b. Business name Pilot Environmental, Inc.
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address
PO Box 128
Kernersville, NC 27285
336.708.4617
[e-mail]
Page 2 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.
Page 4 of 11
PCN Form —Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
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
Fill
emergent
❑ Yes
® No
® Corps
® DWQ
0.048
W2 ®P ❑ T
Fill
emergent
❑ Yes
® No
® Corps
® DWQ
0.063
W3 ®P ❑ T
Fill
emergent
❑ Yes
® No
® Corps
® DWQ
0.099
W4 ®P ❑ T
Fill
emergent
❑ Yes
® No
® Corps
® DWQ
0.004
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.214
2h. Comments: In order to construct the greenway, it is necessary to permanently impact 0.214 acres of emergent wetland.
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
Culvert/Rip-
UT to Moadams
® PER
® Corps
5
20/10/5
Rap/Pump Around
Creek
❑ INT
® DWQ
S2 ®P ®T
Culvert/Rip-
UT to Moadams
® PER
® Corps
24
3317/5
Rap/Pump Around
Creek
❑ INT
® DWQ
S3 ®P ®T
Culvert/Rip-
Rap/Pump Around
Moadams Creek
® PER
❑ INT
® Corps
® DWQ
10
16/22/12
S4 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
69/39/22
3i. Comments: The proposed stream crossings will permanently impact 69 linear feet of stream from culvert fill and 39 linear
feet of stream associated with rip -rap that is to be keyed in. Additionally, 22 linear feet of stream channel will be temporarily
impacted associated with coffer dams/pump arounds. Areas of temporary impact will be restored to similar pre -construction
conditions.
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: Open water impacts are not proposed.
5. Pond or Lake Construction
If pond or lake construction proposed, the complete 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
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, 2008r 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 any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse El Tar -Pamlico ®Other: Jordan Lake
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)
for impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
B1 ®P ❑ T
Greenway
Moadams Creek
® Nos
1360
7520
B2 ®P ❑ T
Greenway
Moadams Creek
®Nos
0
1768
B3 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments: The applicant is seeking buffer authorization for allowable impacts from the NCDEQ-DWR.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The applicant has designed the proposed project to avoid impacts to streams and wetlands to the extent practicable. The
applicant is constructing the majority of the greenway in existing easements that have already been timbered/cleared and
altered. Existing culverts have been used to the extent possible. Boardwalks are being used over two streams. The applicant
has further demonstrated avoidance and minimization of stream impacts by proposing to construct culvert head/end walls.
The applicant has designed the stream crossings in relatively straight portions of the stream.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The clearing limits will be staked and silt fence will be used. Temporary coffer dams will be installed upgradient of the
proposed culverts. During construction, water will be pumped around the construction footprints. Appropriate stream bank
protection will be; provided in the channel during construction and all excess excavated material will be immediately removed
from the stream bank crossing areas. The rip rap is being keyed in to further minimize the impacts to the streams. Upon
completion of the culvert installation, the temporary sand bag coffer dams will be removed and flow will be diverted through
the culvert. Following construction, disturbed banks will be restored to similar pre -construction conditions, matted and
seeded/live staked. Upon installation of the greenway, areas adjacent to the greenway will be restored to grade and seeded.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project?
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
Page 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 DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
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
1 a. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes No
Comments: No concentrated flow discharge points are proposed into the buffers.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
NA %
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
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, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Mebane
❑ 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:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 9 of 11
PCN Form —Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act {NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑Yes No
letter.)
Comments: A NEPA or SEPA is not required as part of this project.
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.
We are not aware of additional development that will result which will impact nearby downstream water quality.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Wastewater will not be generated by the proposed 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 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?
We consulted the USFWS Website to determine if federally protected endangered or threatened species inhabit
Alamance County, NC. The Cape Fear Shiner is listed as a federally protected endangered species. While this species is
identified in Alamance County, the FWS Environmental Conservation Online System shows that the the proposed project
is not located within the current range of the Cape Fear Shiner. Based on our observations, it is our opinion that the
proposed project will have no effect on federally listed species.
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?
According to the NOAA - Essential Fish Habitat Mapper the project will not impact Essential Fish Habitat.
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?
We reviewed the SHPO Map (http://gis.ncdcr.gov/hpoweb/) to identify historic and/or archaeological resources of the site.
The map does not identify eligible for listing properties at the site or on nearby properties. A copy of the map is included
as an attachment.
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? 3710981500K (Drawing 4)
David S. Brame, PWS
g2- —
2.24.20
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(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

AGENT AUTHORIZATION
This form authorizes Pilot to act as our agent in stream/wetland matters including U.S. Army
Corps of Engineers and North Carolina Division of Water Resources field verification and
permitting.
Property Address:Rat'bSe!D. t.'i 5T•¢x5u.14.Y,0Ser_-C'
GeastgTtrlG, cC� 17 Poopear-t
umte-ty .. 1^o6EyAjr*tT5 '`'l'o se m4AU-►eD..
Owner Information:.
Address: CLT-r cF msse�*lm
o (o 6. tr.
M�PsoN�, ? N c. ZZ3o2
Telephone Number: qlg-
Fax Number: qtg^ 5a- ctS&.
E-mail Address: C5T0?,f¢@ C-t t of rASM&A-le. . co-1
JURISDICTIONAL DETERMINATION REQUEST
D. PROPERTY ACCESS CERTIFICATION
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Print Name
Capacity: _y. Owner Authorized Agent , -TziT t'
MA".-
Signature

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alley, williams, Carmen & king, inc.
CITY OF MEBANE
SHEETNa:
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III
ENGINEERS, ARCHITECTS & SURVEYORS
OVERALL
HOLT STREET GREENWAY
J
740 hill box 1179
1
chapel road p.o.
burlington. n.c. 27215 336/226-5534
IMPACT MAP
ALAMANCE COUNTY
I
ME&WE, N.C.
scal.E: 1" = 400
DATE: 211912020
DwG. av WDF
PRojEcTNo.: 19054
Firm's Engineering License No. F-0203

a/ /
CONCRETE
COLLAR
PROPOSED 10'
WIDE GREENWAY
STREAM IMPACTS
PERMANENT
TEMPORARY
CULVERT
20 LF
RIP -RAP *
10 LF
PUMP AROUND **
5 LF
TOTAL
30 LF
5 LF
* SEE CULVERT CROSS SECTION WITH KEYED IN
RIP -RAP DETAIL, SHEET 11
** SEE TEMPORARY CREEK CROSSING PUMP
AROUND DETAIL, SHEET 10
STREAM CIL
AVERAGE
WIDTH - 5'
ITEMPORARY
SAND BAGS
RIP -RAP INLET
PROTECTION
PROP. 20 LF
OF 30" CMP
CmP
CMP
>EX.
2'X3'
CAMP
\—� i
\� STREAM CIL
AVERAGE
IWIDTH - 5'
alley, Williams, carmen & king, inc.
ENGINEERS, ARCHITECTS & SURVEYORS
740 chapel hill road p.o. box 1179
burlington, n.c. 27215 336/226-5534
Firm's Engineering License No. F-0203
Fd`
NOTES:
1. NO WETLAND IMPACTS.
2. BURY 30" PIPE 6" BELOW STREAM GRADE.
SEE ATTACHED EXHIBIT, SHEET 11.
/I
PROJECT NO. - 19054
STREAM IMPACT DRAWINGS FOR: sHEErNo.:
CITY OF MEBANE
HOLT STREET GREENWAY
MELVILLE TOWNSHIP, ALAMANCE COUNTY, N.C.
SCALE: 1" = 20' DATE: 116120 1 DWG.av WDF
`a

STREAM C/L rn
AVERAGE M
WIDTH - 2'
TEMPORARY
SAND BAGS
RIP -RAP INLET
PROTECTION
PRO . 30 LF
OF 15" RCP
CONCRETE
COLLAR
'EX 15"
\ / RCP
/ 1 STREAM C/L
AVERAGE
WIDTH - 4'
STREAM IMPACTS
PERMANENT
TEMPORARY
CULVERT
33 LF
RIP -RAP *
7 LF
PUMP AROUND **
5 LF
TOTAL
40 LF
5 LF
* SEE CULVERT CROSS SECTION WITH KEYED IN
RIP -RAP DETAIL, SHEET 11
** SEE TEMPORARY CREEK CROSSING PUMP
AROUND DETAIL, SHEET 10
alley, williams, carmen & king, inc.
ENGINEERS, ARCHITECTS & SURVEYORS
740 chapel hill road p.o. box 1179
burlington, n.c. 27215 336/226-5534
Firm's Engineering License No. F-0203
NOTES:
1. NO WETLAND IMPACTS.
2. BURY 15" PIPE 3" BELOW STREAM GRADE.
SEE ATTACHED EXHIBIT, SHEET 11.
PROJECT NO. - 19054
STREAM IMPACT DRAWINGS FOR: sHEErNo.:
CITY OF MEBANE
HOLT STREET GREENWVAY
MELVILLE TOWNSHIP, ALAMANCE COUNTY, N.C.
SCALE: 1" = 20' DATE: 1/6/20 1 11..B1 WDF
31

PC:20+99.7(
NOTE. NO WETLAND IMPACTS.
STREAM
IMPACTS
PERMANENT
TEMPORARY
CULVERT
16LF
RIP -RAP *
22 LF
PUMP AROUND **
12 LF
TOTAL
38 LF
12 LF
* SEE CULVERT CROSS SECTION WITH KEYED IN
RIP -RAP DETAIL, SHEET 11
** SEE TEMPORARY CREEK CROSSING PUMP
AROUND DETAIL, SHEET 10 PROJECT NO. -19054
STREAM IMPACT DRAWINGS FOR: sHEErNo.:
"C
alley, williams, carmen & king, inc. CITY OF MEBANE
ENGINEERS, ARCHITECTS & SURVEYORS
740 cha el hill road p.o. box 1179 HOLT STREET GREENWAY 4
P
burlington, n.c. 27215 3361226-5534 MELVILLE TOWNSHIP, ALAMANCE COUNTY, N.C.
Firm's Engineering License No. F-0203 sca_E:' f = 20' 1 WE: 116120 DWG. er WDF

/ /WETLANDS / / #2EL
/ / / �/ ►�
sarTO
PROPOSED I U
WIDE 03f�ENWAY
WETLAI DS # 1
PC: 0+ 1 37 I
I8P: 0+0
/ PC:20+99.70
00
PERMANENT IMPACTS
WETLANDS //1 2110 SF
WETLANDS 112 2761 SF
alley, williams, carmen & king, inc.
ENGINEERS, ARCHITECTS & SURVEYORS
740 chapel hill road p.o. box 1179
burlington, n.c. 27215 336/226-.5534
Firm's Engineering License No. F-0203
PROJECT NO. - 19054
WETLAND IMPACT DRAWINGS FOR:
sNEer No.:
CITY OF MEBANE
HOLT STREET GREENWAY
MELVILLE TOWNSHIP, ALAMANCE COUNTY, N.C.
sc LE: 1" = 50' 1
DATE: 116120 1 DWG. BY WDF
51

i�v f
PR +81.57
TLA�IDS #4 I
PC:7+3 26 I
�S # / , /� J N
7-7
CROP
WIDLr G E WAY
411
\11 41
/ 68' LAC. ESOIT. I �/' �j� .
S
PERMANENT IMPACTS
WETLANDS 113
4336 SF
WETLANDS #4
202 SF
PROJECT NO. - 19054
WETLAND IMPACT DRAWINGS FOR: SWUM.:
0 alley, Williams, carmen 8s king, inc. CITY OF MEBANE
ENGINEERS, ARCHITECTS & SURVEYORS
740 chapel hill road p.o. box 1179 HOLT STREET GREENWAY 6
burlington, n.c. 27215 336/226-5534 MELVILLE TOWNSHIP.,, ALAMANCE COUNTY, N.C.
Firm's Engineering License No. F-0203 SCALE: ,o = 50� DATE: I16120 DWG.BV WDF

W
I � W
W W
_ALLOWABLE IMPERVIOUS ZONE 1 , W
BUFFER IMPACTS (0 SF)
I W
ALLOWABLE IMPERVIOUS ZONE 2 / W
BUFFER IMPACTS (4095 SF)
W
ALLOWABLE IMPERVIOUS ZONE 1 W
W W
BUFFER IMPACTS ASSOCIATED WITH W m
PERPENDICULAR CROSSING (0 SF)
_ALLOWABLE PERVIOUS ZONE 1 PROPOSED 10'
BUFFER IMPACTS ASSOCIATED WITH WIDE GREENWAY W W W
PERPENDICULAR CROSSING (0 SF) W W
W W I
_ALLOWABLE PERVIOUS ZONE 1
BUFFER IMPACTS (1360 SF) W w W
_ALLOWABLE PERVIOUS ZONE 2 ZONE 1 BUFFER W
BUFFER IMPACTS (3425 SF) W W
ZONE 2 BUFFER J W W W W
/ W
/ � ,y W W / W W • !�
W
/W /W r
W W ycJ
W W W
W /
BUFFER ZONE CORRIDOR IMPACTS
BUFFER ZONE 1
1360 S.F.
BUFFER ZONE 2
7520 S.F.
TOTAL BUFFER AREA
8880 S.F.
/%Jj�II InIIInIIn PROJECT NO. - 19054
�J �J BUFFER IMPACT DRAWINGS FOR: Spur ..:
alley, w ERS, AR, carmen & king, inc.CITY OF MEBANE
ENGINEERS, ARCHITECTS i$ SURVEYORS
�����`�\/�(/\ 740 chapel hill road p.o. box 1179 HOLT STREET GREENWAY 7
�LJ V Burlington. n.c. 27215 336/226-5534 MELVILLE TOWNSHIP, ALAMANCE COUNTY, N.C.
NSrm's Engineering License No. F-0203 scus: 1" = 60' wrr: 116120 Dwc. sr WDF

ALLOWABLE IMPERVIOUS ZONE 2
BUFFER IMPACTS (473 SF)
_ALLOWABLE PERVIOUS ZONE 2
BUFFER IMPACTS (1295 SF)
PROPOSED 10'
WIDE GREENWAY
ZONE 2 BUFFER
ZONE 1 BUFFER
BUFFER ZONE CORRIDOR IMPACTS
BUFFER ZONE 1
0 S.F.
BUFFER ZONE 2
1768 S.F.
TOTAL BUFFER AREAJ
1768 S.F.
PROJECT NO. -19054
BUFFER IMPACT DRAWINGS FOR: s�No.:
alley, VEERS, AR carmen 8a king, inc.
CITY OF MEBANE
ENGINEERS, ARCHITECTS & SURVEYORS
740 chapel hill road p.o. box 1179 HOLT STREET GREENWAY
bu lington, n.c. 27215 336/226-5534 MELVILLE TOWNSHIP, ALAMANCE COUNTY, N.C.
Firm's Engineering License No. F-0203 scue: 1" = 60' 1 aV: 116120 11 0m.. sr WDF

GEOMEMBRANE
H12 + 1 ft
III
SANDBAGS
PLAN VIEW
EXISTING
GRADE
DISTURBED AREA
SECTION A —A
I. DESCRIPTION
THE WORK SHALL CONSIST OF INSTALLING A PUMP AROUND WHEN
CONSTRUCTION ACTIVITIES TAKE PLACE WITHIN THE STREAM CHANNEL
1
ll. MATERIAL SPECIFICATIONS
SANDBAGS: SANDBAGS SHALL CONSIST OF MATERIALS WHICH ARE
RESISTANT TO ULTRAVIOLET RADIATION, TEARING AND PUNCTURE, AND
WOVEN TIGHTLY ENOUGH TO PREVENT LEAKAGE OF FILL MATERIAL
(i.e. SAND, FINE GRAVEL, ETC.)
Ill. CONSTRUCTION REQUIREMENTS
1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS
THE FIRST ORDER OF WORK.
2. THE HEIGHT OF THE SANDBAGS SHALL BE AS INDICATED IN SECTION A —A.
THE SANDBAGS SHALL BE PLACED ON A SMOOTH PREPARED SURFACE.
J. ALL EXCAVATED MATERIALS SHALL BE DISPOSED OF OUTSIDE THE 100
YEAR FLOOD PLAIN UNLESS APPROVED ON THE PLANS.
4. ALL DEWATERING OF THE CONSTRUCTION AREA SHALL BE PUMPED TO A
DEWATERING PUMP DISCHARGE FILTER BAG OR SILT BASIN.
5. THE PUMP SHALL BE OF SUFFICIENT SIZE TO CONVEY NORMAL STREAM
FLOW.
6. SEDIMENT CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL ALL
DISTURBED AREAS ARE STABILIZED AND THE CITY ENGINEERING DEPT APPROVES
THEIR REMOVAL.
TEMPORARY CREEK CROSSING PUMP AROUND
PROJECT NO. - 19054
alley, williams, carmen & king, inc.
BUFFER IMPACT DRAWINGS FOR: sHEErNo.:
(LIM,
ENGINEERS, ARCHITECTS & SURVEYORS CITY
of MEBANE
740 chapel hill road p.o. box 1179
HOL T STREET GREENWAY 9
burlington, n.c. 27215 336/226-5534 MELVILLE TOWNSHIP, ALAMANCE COUNTY, N.C.
Firm's Engineering License No. F-0203 scALE: NT$ DATE: 116120 1 im. By WDF

5 rRUCTUAL FILL
OF HEADWALL
/EXI5nN4 STREAM BED
s.--
RfP RAP SHALL BE KEYED CLASS 1 RIP RAP
PIPE INVERT INTO THE EXISTING STREAM OUTLET PROTECTION
BURIED 1' BED AND BANKS 2-4" THICKNESS
CULVERT CROSS SECTION WITH KEYED IN RIP -RAP
PROJECT NO. - 19054
BUFFER IMPACT DRAWINGS FOR sneer nc
8s ki alley, Williams, carmen ng, CITY OF MEBANE
ENGINEERS, ARCHITECTS &SURVEYORS
��\ 740 chapel hill road p.o. box1179 HOLT STREET GREENWAY 1O
[BF"U U bu ling[on, n.e. 27215 336/226-5534 MELVILLE TOWNSHIP, ALAMANCE COUNTY, N.C.
Firm's Engineering License No. F-0203 NTS cAee 116120 owe e. WDF

TEMPORARY STREAM CROSSING AND CULVERT INSTALLATION NOTES (STA. 20+62, CONTRACT 1)
1. INSTALL SANDBAGS UPSTREAM AND DOWNSTREAM OF PROPOSED CULVERT INSTALLATION AND PROVIDE TEMPORARY PUMP AROUND
PER DETAIL ON SHEET 6. PUMP AROUND OPERATIONS SHALL BE UTILIZED DURING EXCAVATION AND PIPE INSTALLATIONS, HEADWALL
INSTALLATIONS AND RIP RAP PLACEMENT AND STABILIZATION OF STREAM BANKS. WHEN FOUNDATION CONDITIONING MATERIAL IS IN
PLACE AND WORK IS NOT OCCURRING IN STREAM, THEN PUMP AROUND OPERATIONS ARE NOT REQUIRED, PROVIDED WATER CAN
FLOW THROUGH PIPE OR STONE.
2. EXCAVATE FOR PROPOSED CULVERT PIPES TO SUITABLE SUBGRADE.
3. USE FOUNDATION CONDITIONING MATERIAL (FCM) TO PROVIDE UNIFORM FOUNDATION FOR PIPES. INSTALL FILTER FABRIC ON TOP
OF FCM EXTENDING FABRIC UP EACH SIDE AND ULTIMATELY OVER TOP OF CULVERTS.
4. INSTALL FCM UP TO 54" RCP SUBGRADE AND INSTALL 54" RCP. INSTALL FCM UP TO SUBGRADE OF 42" RCP AND
INSTALL 42" RCP. INSTALL FCM ON EACH SIDE OF 42" RCP TO HOLD PIPE IN PLACE.
5. INSTALL UPSTREAM AND DOWNSTREAM HEADWALLS. COMPLETE BACKFILLING OF CULVERTS WITH FCM.
6. DURING ALL BACKFILLING OPERATIONS THE HEIGHT OF THE FCM ON EACH SIDE OF THE CULVERTS SHALL NOT EXCEED 12-INCHES IN
HEIGHT. FCM SHALL EXTEND UP TO THE SUBGRADE ELEVATION OF THE TRAIL.
7. UPON COMPLETION OF BACKFILLING FCM, PLACE FILTER FABRIC EXTENDED UP SIDE SLOPES OVER TOP OF CULVERT PIPES LAPPING A
MINIMUM OF 18-INCHES.
8. SEED AND MULCH ALL DISTURBED AREAS WITHIN BUFFER ZONE 2 (50-FT FROM TOP OF STREAM BANK, EACH SIDE) AND COVER WITH
EROSION CONTROL BLANKETS.
TEMPORARY STREAM CROSSING NOTES CULVERT NUMBERS 1 AND 2
1. INSTALL SANDBAGS UPSTREAM OF PROPOSED CULVERT INSTALLATION AND PROVIDE TEMPORARY PUMP AROUND CULVERT
EXTENSION PER COB DETAIL ON SHEET 6 (CON STD SE-20). PUMP AROUND OPERATIONS SHALL BE UTILIZED DURING EXCAVATION,
PIPE INSTALLATIONS, RIP RAP PLACEMENT AND STABILIZATION OF STREAM BANKS UPON COMPLETION. MAINTAIN PUMP AROUND
UNTIL CULVERT EXTENSION IS COMPLETE AND BACKFILLED (ANTICIPATE WORK TO BE COMPLETED WITHIN 8 HOUR DAY.
2. INSTALL FOUNDATION CONDITIONING MATERIAL (FCM) TO PROVIDE UNIFORM FOUNDATION FOR PIPE.
3. INSTALL PIPE INCLUDING BACKFILLING OPERATIONS AND PLACE RIP RAP AT INLET OF PIPE.
4. SEED AND MULCH FILL SLOPES ON WITHIN THE BUFFER ZONE AREA (50-FT EACH SIDE OF ORIGINAL TOP OF BANK PROVIDE EROSION
CONTROL BLANKETS (EXCELSIOR MATTING) ON SLOPES SEEDED AND MULCHED.
TEMPORARY STREAM CROSSING NOTES AT BOARDWALKS
1. IF STREAM HAS FLOWING WATER, THEN INSTALL SANDBAGS UPSTREAM OF PROPOSED TEMPORARY STREAM CROSSING CULVERT,
PROVIDE TEMPORARY PUMP AROUND TEMPORARY CULVERT PER COB DETAIL ON SHEET 7 (CON STD SE-20). PUMP AROUND
OPERATIONS SHALL BE UTILIZED DURING EXCAVATION, PIPE INSTALLATIONS, RIP RAP PLACEMENT AND STABILIZATION OF STREAM
BANKS UPON COMPLETION. MAINTAIN PUMP AROUND UNTIL CULVERT EXTENSION IS COMPLETE AND BACKFILLED (ANTICIPATE WORK
TO BE COMPLETED WITHIN 8 HOUR DAY.
2. IF REQUIRED, INSTALL FOUNDATION CONDITIONING MATERIAL (FCM) TO PROVIDE UNIFORM FOUNDATION FOR PIPE.
3. SEED AND MULCH FILL SLOPES ON WITHIN THE BUFFER ZONE AREA (50-FT EACH SIDE OF ORIGINAL TOP OF BANK PROVIDE EROSION
CONTROL BLANKETS (EXCELSIOR MATTING) ON SLOPES SEEDED AND MULCHED.
alley, williams, carmen & king, inc.
ENGINEERS, ARCHITECTS & SURVEYORS
740 chapel hill road
burlington, n.c. 27215
Firm's
p.o. box 1179
336/226-5534
License No. F-0203
PROJECT NO. - 19054
BUFFER IMPACT DRAWINGS FOR: I
SHEErNo.
CITY OF MEBANE
HOLT STREET GREENWAY 11
MELVILLE TOWNSHIP, ALAMANCE COUNTY, N.C.
scuE: NTS I WE: 116120 1
DWG. BY WDF

NCHPO HPOWEB
•
•
s
i •
s • �
•
ALAMANCE
t.
•
•
•
•
•
I
, e
2/18/2020, 12:37:21 AM
1:9,028
`Local districts & boundaries
DOE districts & boundaries
0 0.07 0.15 0.3 ml
Local individual resources & centerpoints
Determined Eligible Boundary
0 0.13 0.25 0.5 km
Local Landmark
Both DOE and Study List Boundary
Local Landmark, Gone
DOE individual resources & centerpoints
v Local HD Center Point
". Determined Eligible
Surveyed Only individual resources & centerpoints
4 DOE. Gone
Surveyed Only
• SL and DOE
Surveyed in NRHD
A SL and DOE, Gone
' Surveyed Only, Gone
* DOEHD Center Point
' Surveyed in NRHD, Gone
SLDOEHD Center Point
Blockface- Multiple properties
SL districts & boundaries
=Study List Boundary
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P,
Blockface in NRHD
NRCan, Esri Japan, METL Esri China (Hong Kong), Esri Korea, Esri
Surveyed Area, No designation
Both SL and Determined Eligible Boundary
(Thailand). NGCC, (c) OpenStreetMap contributors, and the GIS
User Community
Surveyed Area in NHRD
North Carolina State Historic Preservation Office

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
David Brame
Pilot Environmental Inc.
P.O. Box 128
Kernersville, NC 27285
ems. STAtE o V
NORTH CAROLINA
Environmental Quality
December 17, 2019
Subject: On -Site Determination for Applicability to the Mitigation Rules (15A NCAC 2B .0500)
On -Site Determination for Applicability to the Jordan Lake Buffer Rules (15A NCAC 213.0250)
Subject Property: Mebane Greenway, Alamance County
Dear Mr. Brame:
On November 26, 2019, at your request, I conducted an on -site determination with yourself and Seren
Homer from Pilot Environmental to review features located on the subject project for stream
determinations with regards to the above noted state regulations. This letter is being issued to correct
errors in a letter previously issued on December 9, 2019 and incorrectly referenced Quarry Hills
Subdivision Project.
The Division acknowledges the areas and boundaries identified as jurisdictional wetlands by the LISACE.
The attached initialed and dated sketch accurately depicts the channels that were evaluated. Some
channels that were depicted on the Alamance County Published Soil Survey are shown as circled areas
on the attached map and were determined not to be present on the property.
At the time of this letter, all perennial stream channels and jurisdictional wetlands found on the
property are subject to the mitigation rules cited above. In addition, intermittent and perennial streams
SA, SB, SC, SD and SE are subject to the above referenced Jordan Lake Buffer Rules. Please note that
these regulations may be subject to change in the future.
The owner (or future owners) should notify the Division (and other relevant agencies) of this decision in
any future correspondences concerning this property. This on -site determination shall expire five (5)
years from the date of this letter.
North Carolina Department of Environmental Quality 1 Division of Water Resources
Winston-Salem Regional Office 1450 W. Hanes Mill Road, Suite 3001 Winston-Salem, North Carolina 27105
336-776-9800

Landowners or affected parties that dispute a determination made by the Division or Delegated Local
Authority that a surface water exists and that it is subject to the buffer rule may request a determination
by the Director. A request for a determination by the Director shall be referred to the Director in writing
c/o 401 & Buffer Permitting Branch, 1650 Mail Service Center, Raleigh, NC 27699-1650. Individuals that
dispute a determination by the Division or Delegated Local Authority that "exempts" surface water from
the buffer rule may ask for an adjudicatory hearing. You must act within 60 days of the date that you
receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does not start
until the affected party (including downstream and adjacent landowners) is notified of this decision. The
Division recommends that the applicant conduct this notification in order to be certain that third party
appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150E of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a
hearing within 60 days.
This letter only addresses the applicability to the buffer rules and does not approve any activity within
Waters of the United States or Waters of the State or their associated buffers. If you have any additional
questions or require additional information, please contact me at 336-776-9693 or
sue.homewood(crAcdenr. og_v.
Sincerely,
DocuSigned by:
Wo,00d
456ED631098F411...
Sue Homewood
Winston-Salem Regional Office
Enclosures: USGS Topo Map
Pilot Environmental Wetland Map — initialed and dated
Cc: City of Mebane ([e-mail])
David Bailey, USACE Raleigh Regulatory Field Office (via email)
DWR, Winston-Salem Regional Office
Page 2 of 2

I y {�4
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� Q
P1
17
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W.
. ram--• \ '� �" e� - _ us.' .. ii 4
�l i- -..i •Q ( s
> I.
LEGEND
' >at 1 .r ar � • � � Site Boundary
Drawing 1 USGS Topographic Map
USGS Topographic Map Mebane Greenway
Mebane and Efland, NC Approximate 40-Acre Tract
Quadrangle P1LOT%'u�_ _ Mebane, Alamance County, NC
Scale: 1"=2,000' Plu*l .MYIRCMMIM1al.Iec Pilot Project2824.1

Stream depicted on USDA Published
Soil Survey- determined not to be
present by NCDEQ-DWR
ss
0 OP-2
! DP-1
� s M1J WA2
WAl
r• �
LEGEND
Site Boundary
Perennial Stream
(Surveyor Locate)
Intermittent Stream • •
(Surveyor Locate)
Wetland
■ Culvert
DP-1 • Data Point
y
/J F
ir
So
• e
• ,...
.-i �i^. ¢ '••' 'F` FLAG NUMBERS/INFO
WETLAND FLAGS = ��
�,- an ,..:.•'. - STREAM FLAGS =
+ Wetland Flags = 107
Streams were flagged at
wA 1-s Flag Number/Feature ID origins/confluences.
THE LOCATIONS OF FEATURES SHOWN ON THIS MAP WERE VERIFIED BY MS. SUE HOMEWOOD WITH THE NCDEQ-DWR ON 11.26.19. THIS
MAP INCLUDES GPS LOCATIONS OF DELINEATED FEATURES.
Drawing 5
Aerial Imagery from ESRI
and Pilot GPS Data
Scale: 1" = 500'
Date: 10.31.19
Revised: 12.09.19
E5W
12/9/2019
•i,or exri•oxw�x.•..�xc
Wetland Map
Mebane Greenway
Approximate 40-Acre Tract
Mebane, Alamance County, NC
Pilot Project 2824.1

David Brame
From:
Bailey, David E CIV USARMY CESAW (USA) < [e-mail] >
Sent:
Tuesday, November 12, 2019 10:20 AM
To:
David Brame
Cc:
Homewood, Sue
Subject:
RE: Mebane Greenway, Mebane, Alamance County, NC - USACE JD Request
David,
Based on the information included in your PJD Request submittal dated 10/31/2019 and available remotely sensed
information, I will proceed with an office verification of potential waters of the US for the above referenced site (SAW-
2019-02129). No field verification from the Corps is necessary.
Please let me know if you have any questions.
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.
-----Original Message -----
From: David Brame [mailto:[e-mail]]
Sent: Monday, November 11, 2019 8:43 AM
To: Bailey, David E CIV USARMY CESAW (USA)<[e-mail]>
Subject: [Non-DoD Source] FW: Mebane Greenway, Mebane, Alamance County, NC - USACE JD Request
Please see attached as requested.
Thanks,
David Brame, PWS
336.708.4617 (c)

336.310.4527 (o)
www.pilotenviro.com <Blockedhttp://www.pilotenviro.com/>
[e-mail] <mailto:[e-mail]>
From: David Brame
Sent: Thursday, October 31, 201911:42 AM
To: [e-mail]
Cc: Homewood, Sue <[e-mail]>
Subject: Mebane Greenway, Mebane, Alamance County, NC - USACE JD Request
Please see the attached JD request.
Sincerely,
David Brame, PWS
336.708.4617 (c)
336.310.4527 (o)
www.pilotenviro.com <Blockedhttp://www.pilotenviro.com/>
[e-mail] <mailto:[e-mail]>