20231707 Ver 1_Design/Maps/Site Plans Revised_20240202

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: NWP 29 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑Yes
® No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
US Highway 158
2b.
County:
Davie
2c.
Nearest municipality / town:
Advance
2d.
Subdivision name:
The Townes at Bermuda Run
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Teresa Smithshor
3b.
Deed Book and Page No.
0529/0939
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
117 Commonwealth Ct.
3e.
City, state, zip:
Lexington, SC 29073-8063
3f.
Telephone no.:
8043-609-3468
3g.
Fax no.:
3h.
Email address:
Page 1 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: Developer
4b.
Name:
Paul Milam
4c.
Business name
(if applicable):
Henson Reality, LLC
4d.
Street address:
23 Khaki Place
4e.
City, state, zip:
Chapel Hill, NC 27516
4f.
Telephone no.:
336-707-9799
4g.
Fax no.:
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Bradley Luckey
5b.
Business name
(if applicable):
Pilot Environmental, Inc.
5c.
Street address:
PO Box 128
5d.
City, state, zip:
Kernersville, NC 27285
5e.
Telephone no.:
336.708.4997
5f.
Fax no.:
5g.
Email address:
[e-mail]
Page 2 of 13
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):
5872313806, 5872302996 and 5872218873
1 b. Site coordinates (in decimal degrees):
Latitude: 35.99818 Longitude: - 80.44275
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
52 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Smith Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
Class C
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:
Structures are not located on the site. The site contains undeveloped wooded land. The site is located within a mixed use
area of Advance, Davie County, North Carolina
3b. List the total estimated acreage of all existing wetlands on the property:
Wetland=4.06 Ac
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Stream=2,290 LF, Open Water Pond=1.56 Ac
3d. Explain the purpose of the proposed project:
The purpose of the project is to develop the site with the Townes of Bermuda Run, a townhome residential subdivision.
3e. Describe the overall project in detail, including the type of equipment to be used:
The purpose of the project is to develop the site with the Towns of Bermuda Run, a 179 unit townhome residential
community. In order to provide access and provide utilities to the site, it is necessary to have impacts to open water
pond, stream and wetlands. Clearing and grading the site is necessary. Graders, haulers, excavators and other heavy
equipment will be used during site construction..
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ❑ No El Unknown
project (including all prior phases) in the past?
Comments: SAW-2023-00709
4b. If the Corps made the jurisdictional determination, what type
El Preliminary El Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Pilot Enviromental, Inc.
Name (if known): David Brame
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
JD pending, DC Email Dated 5.1.23
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.
Page 3 of 13
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.
Impacts to streams/wetlands, outside of those proposed in this application, are not anticipated as a result of the proposed
project.
Page 4 of 13
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
Page 5 of 13
PCN Form — Version 1.3 December 10, 2008 Version

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
Road Crossing
Bottomland
Hardwoods
® Yes
❑ No
® Corps
❑ DWQ
0.046
W2 ❑ P ®T
Sewer
Bottomland
® Yes
® Corps
0.0026
Hardwoods
El No
El DWQ
W3 ®P ❑ T
Road Crossing
Bottomland
Hardwoods
® Yes
[_1 No
® Corps
El DWQ
0.009
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
0.055/0.0026
2h. Comments: Wetland Impact 1 will permanently impact 0.046 acres (1,985 SF) of wetland will road crossing fill.
Wetland Impacts 2 will temporarily impact 0.0026 acres (114 SF) of wetlands with open -cut and backfill installation of sewer
line.
Wetland Impact 3 will permanently impact 0.009 acres (411 SF) of wetlands with road crossing fill.
Mitigation is not proposed. Areas of temporary impact will be restored to similar pre -construction conditions and stabilized
with herbaceous seed mix.
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
Road Fill
Unnamed
❑ PER
® INT
® Corps
❑ DWQ
2.05
128
S2 ®P ®T
Road
Fill/Dewatering
Unnamed
® PER
❑ INT
® Corps
❑ DWQ
4.01
84/15
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
212/15
3i. Comments: Stream Impact 1 will permanently impact 128 linear feet (263 SF) of stream from culvert/sideslope road fill.
Stream Impact 2 will permanently impact 84 linear feet (337 SF) of stream from culvert/sideslope road fill and temporarily
impact 15 linear feet (56 SF) of stream channel with associated dewatering.
Page 6 of 13
PCN Form — Version 1.3 December 10, 2008 Version

Temporary impacts will be restored to similar pre -construction grade and stabilized with natural biodegradable matting and
herbaceous seed mix. Mitigation is not proposed for the net loss of stream from culvert or sideslope fill.
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 ❑ T
Unnamed
Fill
Open Water Pond
0.005
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
0.005
4g. Comments: Open Water Impact 1 will permanently fill 0.005 acres (239 SF) of open water pond with road crossing fill.
5. Pond or Lake Construction
If pond or lake construction proposed, then 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 7 of 13
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 any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse El Tar -Pamlico El Other:
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
impact
required?
B1 ❑P❑T
El Yes
❑ No
B2 ❑P❑T
El Yes
❑ No
B3 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments: Buffer impacts are not proposed.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The site has been designed to avoid lot or building pad fill in streams or wetlands. Crossing 1 will remove an existing 36"
culvert and utilize the area of the removed culvert for temporary dewatering activities instead of temporary disturbance of
natural stream bed. Crossing 2 has been designed to utilize approximate 10' tall head/end walls to avoid greater net loss of
waters and wetlands.
The remaining 2,021 linear feet of stream channel, 3.84 acres if wetlands and 1.52 acres of open water pond are being
avoided..
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 or other BMPs will be used. Crossing 1 will remove an existing 36" culvert and
utilize the area of the removed culvert for temporary dewatering. Temporary coffer dams will be installed. During construction,
water will be pumped around the construction footprint. Appropriate stream bank protection will be provided in the channel
during construction and all excess excavated material will be immediately removed from the crossing area and stockpiled in
upland locations. Upon completion of the culvert installations, the temporary sand bag coffer dams will be removed and flow
will be diverted through the culvert. Following installation of the culverts, areas of temporary stream impact will have stream
beds and banks restored to similar pre -construction grade. The stream banks will be matted with biodegradable materials and
seeded/live staked with native species. Following installation of sewer line, temporary impacts to wetlands will be restored to
similar pre -construction graded and stabilized with herbaceous seed mix.
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
❑Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
Page 8 of 13
PCN Form — Version 1.3 December 10, 2008 Version

3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type
Quantity
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 9 of 13
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:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
30 %
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:
SWMP approval will be obtained from NCDEQ prior to impacts occuring.
❑ 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?
❑ 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
attached?
❑ Yes ® No
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 10 of 13
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.
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.
Impacts from wastewater generation are not proposed.
Page 1 1 of 13
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?
The IPaC report for the site identifies Schweinitz's sunflower and Mihcaux's sumac as a federally protected species that
could be proximate to the project area.The project areas contains a mature hardwood/pine forest estimated to be at least
40 years in age, an existing sewer line easement and existing road right of way . Mid and understory vegetation are
modeterately dense in wooded land and would not be considered suitable habitat for federally protected species. The
utility easement and the road right of way appear to to be frequently or routinely mowed several times a year during the
growing season and would not be considered suitable habitat for federally protected species. Therefore, we have made a
determination of no effect for federally protected 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?
Based on our knowledge of the site, the site is not located in or near an area designated as essential fish habitat. Best
management practices will prevent sediment from entering down -gradient waterbodies which may contain fish.
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 or listed properties on or near the project area. 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? FEMA NHFL (Drawing 4, attached)
Digitally signed by Bradley Luckey
DN: cn=Bradley Luckey, o=Pilot
Bradley
Bradley S. Luckey, PWS
Enviromental, Inc., ou,
email=[e-mail],
2.2.24
Luckey c=US
Applicant/Agent's Printed Name
Date: 2024.02.02 15:28:05-05'00'
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
Page 12 of 13
PCN Form — Version 1.3 December 10, 2008 Version

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OVMER/DEVELOPER: HENSON REALTY, LLC
23 KHAKI PLACE
CHAPEL HILL, NC 27516
336-707-9799
Since 1974—
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4609 M.dae Drive Greensboro, NC 27407
Phone [phone] Fax [phone]
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REMOVE ENOUGH SANDBAGS TO ALLOW FLOW THROUGH MEN NOT POLTEIHYLENE FABRIC ON
PUMPING AROUND. FACE (B L. THICK)
SECTION A -A
TEMPORARY "CULVERT CROSSING - PUMP AROUND"
FOR CULVERT INSTALLATION
NOTES
1) EROSION STONE TO BE -CLASS I- RIP -RAP UNLESS DESIGNATED DIFFERENTLY ON CONSTRUCTION PLAN.
2) PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE ROW SHOWN ON THE
CONSTRUCTION PLANS
3) 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 (L.. SAND, FINE GRAVEL, ETC.)
CONSTRUCTION SEQUENCE FOR CULVERT CROSSING -PUMP AROUND
1)INSTALL PUMP AND LINE TO PUMP ROW FROM AREA UPSTREAM OF TEMPORARY STREAM CROSSING TO AREA
DOWNSTREAM OF CONSTRUCTION AREA BEGIN PUMPING AND 00"NUING PUMPING WHILE WORKING WITHIN THE STREAM.
2)INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO PREVENT BAMLOW INTO CONSTRUCION
AREA
3)INSTALL PROPOSED SILT FENCE ALONG TOP OF BANK EACH SIDE OF THE CONSTRUCTION AREA
4) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FILTER FABRIC. DEPRESS TEMPORARY DAM BOTTOMS
INTO STREAM BED UNTIL TOP OF RIP RAP IS LEVEL WITH STREAM BOTTOM.
5) UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM, SEDIMENT TRAP, AND DEWATERING
BASIN.
GRAPHIC SCALE
211 11 20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
PROJECT TITLE:
THE TOWNES AT BERMUDA RUN
DAVIE COUNTY FARMINGTON TOWNSHIP
BERMUDA RUN, NORTH CAROLINA
OwriER/DEVELOPER: HENSON REALTY, LLC
23 KHAKI PLACE
CHAPEL HILL, NC 27516
336-707-9799
—Since 1974—
Engineers Surveyors Planners
4609 Dundae Drive G —bo NC 27407
Phone [phone] Fax [phone]
80 FIRMLCENEE#CA168
7■J w\am a mN\w
DMGN YDF DRAWN BYD
\—M,\.a a � Plan. sa
SHEET DESCRIPTION:
STREAM IMPACT #1 AND
PERMANENT WETLAND IMPACT #1 MAP
REVISIONS:

MATTING ANCHOR TRENCH 2" x 2" (nominal)
IN TRENCH ON 1' CENTERS WOODEN STAKE
ANCHOR OVERLAP 1
ON 1' CENTERS
. . . . . . . . . . . . 2„
ANCHORS ON 24"
3' CENTERS
DIRECTION
OF FLOW
ANCHORS
#4 STEEL
REINFORCEMENT BAR
4"
DIAMETER BEND
6" OVERLAY(MIN) 4 II
PLAN VIEW
24"
(TYP) FLOODPLAIN/ r
COIR FIBER EXISTING
MATTING BACKFILL GROUND
1" (nominal)
ANCHORS ON STAPLE
3' CENTERS 1 "
EXTEND MATTIN
TO NWSEL 6" MIN
12"
ANCHORS ON
1' CENTERS
IN TRENCH
MATTING SHALL BE
PLAANDCBACKFILLEDED IN CH ANCHOR OPTIONS
STREAM BED
NOTES:
TYPICAL CROSS SECTION 1. IN AREAS TO BE MATTED, ALL SEEDING, SOIL
AMENDMENTS, AND SOIL PREPARATION MUST BE
COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS PRIOR TO PLACEMENT OF COIR
FIBER MATTING.
COIR FIBER MATTING DETAIL 2. REBAR OR STAPLES MAY BE USED IN PLACE OF
WOODEN STAKES AS DIRECTED BY THE ENGINEER.
NOT TO SCALE
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PLAN SHEET TOP ELEV-
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OBSERVED TOP ELEV=
722.54
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m II
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TEMPORARY
I
a;
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WETLAND IMPACT #2
EXISTING
EXISTING
rn
(HATCHED AREA)
II
114 SF
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EXISTING
WETLANDS
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I
\ PROJECT TITLE:
1 THE TOWNES AT BERMUDA RUN
T� DAVIE COUNTY FARMINGTON TOWNSHIP
BERMUDA RUN, NORTH CAROLINA
OVMER/DEVELOPER: HENSON REALTY, LLC
23 KHAKI PLACE
CHAPEL HILL, NC 27516
336-707-9799
GRAPHIC SCALE
0 15 30 60
( IN FEET )
1 inch = 30 ft.
— —Since 1974-
1 Engineers Surveyors Planners
4609 M.dae Drive G —bo NC 27407
Ph.- 336.854-8877 Fax [phone]
120 FI LICEN9E#CA168
PROJECT: 76}dD DMM BY: DF DRAM BY: DF
SHEET DESCTEMPORARY WETLAND
IMPACT #2 MAP
SCALE: 1'= 30' DATE: JANUARY 31,
REVISIONS:
�5j

PERMANENT
WETLAND IMPACT #3
750
740
(HATCHED AREA)
= 411 SF
\ EXISTING
WETLANDS
EXISTING POND
PERMANENT
EXISTING POND PERMANENT STREAM
IMPACT #3 _ IMPACT #3
(HATCHED AREA) — — = 84 LF PERMANENT
= 239 SF STREAM IMPACT
= 339 SF PERMANENT
STREAM IMPACT
a
8„
a
3"
UL
ER
/N Uf
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T
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OW
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ER
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II
's
BI
_ EX. STREAM
I
TEMPORARY STREAM IMPACT #3
= 15 LF TEMPORARY STREAM
IMPACT
= 56 SF TEMPORARY STREAM
IMPACT
FOR DEWATERING METHODS
PROPOSED PUMP
PIPE PROPOSED
SILT FENCE
Q (TYP.)
TEMPORARY CONSTRUCTION
STREAM CROSSIN CLASS Y
ROW y RIP RAP
5'
IN
A A
RIP RAP
STON
AROUND
PIPE INLET
STREAM
FLOW
s
MIN
SAND BAGS
PROPOSED DISTURBANCE LIMITS
SILT FENCE PLAN
(tea
3' 3'
MIN. MIN. FROM
TO TOP OF PUMP
PUMP BANK
71
A - m— e �ae:) 'EE
F1AW
EX INV.
CREEK TEMPORARY
STONE DAM
REMOVE ENOUGH SANDBAGS TO ALLOW FLOW THROUGH MEN NOT POLTETHYLENE FABRIC ON
PUMPING AROUND. FACE (8 ML. THICK)
SECTION A -A
TEMPORARY "CULVERT CROSSING - PUMP AROUND"
FOR CULVERT INSTALLATION
NOTES
1) EROSION STONE TO BE -CLASS I- RIP -RAP UNLESS DESIGNATED DIFFERENTLY ON CONSTRUCTION PLAN.
2) PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE ROW SHOWN ON THE
CONSTRUCTION PLANS
3) 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 (L.. SAND, FINE GRAVEL, ETC.)
CONSTRUCTION SEQUENCE FOR CULVERT CROSSING -PUMP AROUND
1)INSTALL PUMP AND LINE TO PUMP ROW FROM AREA UPSTREAM OF TEMPORARY STREAM CROSSING TO AREA
DOWNSTREAM OF CONSTRUCTION AREA BEGIN PUMPING AND CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM.
2)INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO PREVENT BAMLOW INTO CONSTRUCEON
AREA
3) INSTALL PROPOSED SILT FENCE ALONG TOP OF BANK EACH SIDE OF THE CONSTRUCTION AREA
4) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FILTER FABRIC. DEPRESS TEMPORARY DAM BOTTOMS
INTO STREAM BED UNTIL TOP OF RIP RAP IS LEVEL WITH STREAM BOTTOM.
5) UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM, SEDIMENT TRAP, AND DEWATERING
BASIN.
**own**
CARo`.
1S AP� at
035014 i
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
PROJECT TITLE:
THE TOWNES AT BERMUDA RUN
DAVIE COUNTY FARMINGTON TOWNSHIP
BERMUDA RUN, NORTH CAROLINA
OVANER/DEVELOPER: HENSON REALTY, LLC
23 KHAKI PLACE
CHAPEL HILL, NC 27516
336-707-9799
—Since 1974—
Engineers Surveyors Planners
4609 Dundae Drive G —bo NC 27407
Phone [phone] Fax 33&854-8876
80 FIRMLICENSE#CA168
7■J w\am a m\w rsDM,\sG.N,.rYwD\Fo.,DnMRArM,..BY
, \eD
SHEET DESCRIPTION:RET]}ERMANENT .nSTREAM IMPACT #3 AND
PERMANENT WETLAND IMPACT #3 MAP
SCALE: 1'= 20' DATE: JANUARY 31, 2024
REVISIONS:T
5
5

SITE PHOTOGRAPHS
Photograph 1- View of off -site stream.
Photograph 2 - View of off -site wetland.

SITE PHOTOGRAPHS
Via..
ray'` �. ."`" `L•�•.��•
Photograph 3 - View of off -site stream and wetland.
Photograph 4 - View of off -site stream and wetland.