20220949 Ver 1_More Info Received_20221116

SPANGLER
ENVIRONMENTAL, INC.
Environmental Consulting I Litigation Support I Environmental Services
April R. Norton
Regulatory Division
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Zachary Thomas
Environmental Program Consultant
North Carolina Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699
Re: Request for Additional Information: SAS-2020-01710, and DWR# 20220949: Oakwood
PCN
April and Zach:
Below please find our responses to USACE and DWR comments re: the above referenced project.
USACE Comments and Responses:
1) The PCN indicates that the proposed project would result in the permanent discharge of fill
material into 3,717 (assuming square feet) of stream bed. The total acreage for the proposed
stream impacts would result in the loss of —0.08 acre of stream bed. Nationwide permits may not
be used for activities that may result in the loss of more than 0.05 acre of stream bed. Please
revise your plan sheets to meet the required NWP thresholds or withdraw your application and
request a Standard Permit.
Response: Upon further review of the impact plans, it appears that the jurisdictional stream
width/area within the impact areas was not accurately represented/calculated (i.e. the streams'
jurisdictional limits originally presented were much wider than they actually are, as
observed/documented in the field). SEI environmental scientists (led/overseen by Ward Marotti)
have completed detailed evaluation/documentation of each proposed stream impact's location
and extent. In order to document the field conditions at each impact location, a representative
cross section was recorded. The results of this detailed site evaluation are attached.
www.spanglerenvironmental.com Raleigh I Charlotte I Charleston I Tampa
866-772-6453

The impact exhibits have been updated based on the results of this detailed study and now
accurately depict impact length and area. Total permanent stream impacts (existing and
proposed combined) are now 0.028 acre (0.024 when existing impact F is removed), which is
well below the 0.05 Nationwide Permit maximum cited above.
2) Cumulative permanent stream impacts for this project exceed the 0.02-acre and therefore
compensatory mitigation is required. Please submit a compensatory mitigation plan. The
mitigation rule generally prescribes purchasing stream credits first through a mitigation bank
with stream credits available in the appropriate 12-digit HUC, or second through the NC
Division of Mitigation Services; please provide a mitigation acceptance letter from your
proposed compensatory mitigation provider. Typically, compensatory mitigation is required at a
2:1 credit to impact ratio unless otherwise justified based on evaluation of aquatic function.
Response: The mitigation bank SOA is attached.
3) The PCN included an outdated Approved Jurisdictional Determination. On August 30, 2021,
the U.S. District Court for the District of Arizona remanded and vacated the 2020 Navigable
Waters Protection Rule (NWPR) defining "waters of the United States" under the Clean Water
Act via an order on motion for summary judgement in the Pasqua Yaqui Tribe et al v. United
States Environmental Protection Agency et al. case. The Corps has halted implementation of the
NWPR and are interpreting "waters of the United States" consistent with the pre-2015 regulatory
regime. Please submit an updated jurisdictional determination request using the attached
Rapanos Form.
Response: We are no longer claiming that any wetland features are non jurisdictional (i.e. all are
WOTUS) and all of these features are either included in the wetland impact totals or impacts to
them have been avoided.
4) Please note that the PCN submitted was dated January 2009. The current PCN used dated
April 13, 2022, is located at the following link: https://edocs.deq.nc.gov/Forms/Pre-
Construction Notification Form. Please use the most up to date form when submitting PCNs.
Response: There is no PDF version of the above -referenced form available. The attached v 1.4
is the most recent one available. Also, as stated on the USACE Wilmington District's website,
"The use of this ePCN is not a USACE requirement."
5) Please note that responses to the above questions will likely result in an additional request for
information to ensure that the project is fully evaluated. Also, it would be helpful to include
information regarding the after the fact impacts.
Response: The existing (after the fact) impacts were in place at the time of the current owner's
purchase of the property. Existing impact A will be necessary for the site's main access road and
existing impact C is necessary for ongoing utility easement access and maintenance. The culvert
at Impact F will be removed and the stream restored.
9 ENVIRONMENTAL INC.
SPANGLER

NCDWR Comments (provided by Colleen Cohn via email on 12 September 2022) and
Responses:
1) Please provide the Division with a copy of your complete response to the August 15, 2022,
Request for Additional Information from the US Army Corps of Engineers. This includes updated
impact PCN, maps, and tables following the completion of the updated survey mentioned in your
September 7, 2022, response to the USACE. [15A NCAC 02H .0502(c)1
Response: Please see above/attached.
2) It is difficult to understand the location and extent of jurisdictional features on the project maps
in relation to the proposed impacts. Please provide a site map that locates all wetlands, streams,
and other waters of the State as overlays on the site plan(s). The use of colors, highlights, hatching,
and/or shading may prove useful. [15A NCAC 02H .0502(9)1
Response: Please see the attached "Overall Map" sheets, which depict the location and extent of
all features within the project area, as well as the detailed/zoomed in impact maps.
3) Please provide more details regarding avoidance and minimization of stream and wetland
impacts for this project. [15A NCAC 02H .0506(b)(1)1
Response: The proposed impacts are the minimum necessary to provide the required access and
infrastructure for the proposed residential development. While a more dense site plan would have
resulted in a greater return on investment, it would have also resulted in additional impacts. The
proposed plan has the minimum impacts necessary to provide the transportation and other
necessary infrastructure to server the development.
4) Please provide a copy of the USGS topographic map for the site. It appears that aerial photos
were submitted on the map pages that state they are from the USGS topographic map. [15A NCAC
02H .0502(c)]
Response: Please see attached.
5) Please provide additional information regarding the proposed After the Fact impacts. For
instance, are the culverts buried to allow for the passage of aquatic life? [15A NCAC 02H .0502(c)1
Response: The existing impacts that are proposed to remain were installed at elevations and with
slopes adequate to allow for aquatic life passage during the features' intermittent, seasonal flows.
In the locations where obstructions have accumulated, they will be restored.
6) I'm not understanding the necessity of the "Road Crossing" in impact C of 32LF other than as
an after -the -fact impact. What is the purpose of this crossing moving forward? Could this culvert
be removed? [15A NCAC 02H .0506(b)1
Response: Existing Impact C is located within an existing power line right of way and is used for
the ongoing maintenance and repair of the public infrastructure.
9 ENVIRONMENTAL INC.
SPANGLER

7) I'm also not understanding the necessity of the "Road Crossing" in Impact Area F of 5OLF other
than as an after -the -fact impact. There is a newly proposed crossing is in the same area, and the
existing crossing doesn't appear to lead to anywhere. What is the purpose of this crossing moving
forward? Could this culvert be removed? [15A NCAC 02H .0506(b)1
Response: As shown in the updated plans, this culvert will be removed and the stream channel
restored.
8) Stream SA is listed as "Intermittent" on the impact table for Stream Impacts B, C, and F. Please
provide supporting documentation for this call, such as DWR stream forms and photos. [15A
NCAC 02H .0502(c)l
Response: See attached NC DWQ Stream ID form for Stream A (SA), as well as stream cross
sections and photos for each impact location.
Please advise if you have any questions or need additional clarification on any of the above
responses.
Thanks for your timely review of this information.
Sincerely,
Spangler Environmental, Inc.
4a4.4ci
AJ Varick
Ward Marotti
Environmental Technician - Land & Water Resources Director - Land & Water Resources
69 SPANGLER
ENVIRONMENTAL. INC.

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
❑ Section 10 Permit
X Section 404 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 & 58 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes X No
1 d. Type(s) of approval sought from
the DWQ (check all that apply):
— Regular ❑ Non-404 Jurisdictional General Permit
— Express ❑ Riparian Buffer Authorization
X 401 Water Quality Certification
❑ 401 Water Quality Certification
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
For the record only for Corps Permit:
❑ Yes X No
❑ Yes X 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.
X Yes ❑ No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes X No
2. Project Information
2a. Name of project:
Oakwood
2b. County:
Orange
2c. Nearest municipality / town:
Mebane
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
*see attached table
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
X Agent ❑ Other, specify:
4b. Name:
Melanie Graf
4c. Business name
(if applicable):
Meritage Homes of NC, Inc.
4d. Street address:
3300 Paramount Pkwy, Suite 120
4e. City, state, zip:
Morrisville, NC 27560
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Ward Marotti
5b. Business name
(if applicable):
Spangler Environmental
5c. Street address:
4338 Bland Rd.
5d. City, state, zip:
Raleigh, NC 27607
5e. Telephone no.:
919-8754288
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
*see attached table
1 b. Site coordinates (in decimal degrees): Latitude: 36.08268 Longitude: -79.251325
lc. Property size:
134.15 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Haw Creek
2b. Water Quality Classification of nearest receiving water:
WS-V;NSW
2c. River basin:
Cape Fear (03030002)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project area is occupied by forested areas, maintained fields, and some stormwater devices constructed by prior property owners.
3b. List the total estimated acreage of all existing wetlands on the property: 0.43
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 5,089
3d. Explain the purpose of the proposed project:
Proposed residential development
3e. Describe the overall project in detail, including the type of equipment to be used:
Bulldozers, excavators, motor graders, off -road trucks, rollers, etc. will be used to clear and grade the property prior to the construction of residences.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
(includingall priorphases)in the past?
project �
X Yes ❑ No ❑ Unknown
Comments: Corps AJD
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary X Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Maria Polizzi
Agency/Consultant Company: Spangler Environmental
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Corps AJD dated 3/19/2021
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
Yes X No Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check
all that apply):
❑ Open Waters ❑ Pond Construction
X Wetlands X Streams — tributaries X Buffers
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No
-
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
0.074
2h. Comments:
*See attached impact table
Total permanent impacts: 0.009 ac
Total temporary impacts: 0.065 ac
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 -
Choose one
-
-
S2 -
Choose one
-
-
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
1,438
3i. Comments:
*See attached impact table
Total permanent impact: 1,053 sq. ft. (0.02 acre)
Total temporary impact: 385 sq. ft. (<0.01 acre)
Page 4 of 10
PCN Form — Version 1.4 January 2009

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 -
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
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
P1
Choose one
P2
Choose one
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:
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. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman
X
Other:Jordan Lake
6b.
Buffer Impact
number —
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments: Property is within Jordan Lake buffer area. Impacts will be permitted through the City of Mebane.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed project was designed to avoid and minimize impacts to aquatic features to the maximum extent practicable. The planned
wetland impacts are required to allow road accessibility throughout the site. Additional potential impacts to wetlands due to site grading were
avoided by the proposed construction of retaining walls. Hydrologic connectivity between unimpacted areas will be maintained via culverts at
all road crossings.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sediment and erosion control measures will be implemented in order to control runoff and other discharges from activities from activities to be
conducted in fill areas.
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?
No
X Yes ❑
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ X Corps
2c. If yes, which mitigation option will be used for this
project?
fee program
Mitigation
X Mitigation bank
❑ Payment to in -lieu
❑ Permittee Responsible
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: RES: Dairyland Site
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments: See attached SOA.
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:
Choose one
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.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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?
X 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).
Project is located within Jordan Lake buffer area. Impacts will be permitted through the City of Mebane.
6h. Comments:
Page 7 of 10

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
within one of the NC Riparian Buffer Protection Rules?
X Yes ❑ No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes X No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
2b. Does this project require a Stormwater Management Plan?
X 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:
2e. Who will be responsible for the review of the Stormwater Management Plan?
City of Mebane
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
City of Mebane
3b. Which of the following locally -implemented stormwater management programs
apply (check all that apply):
❑ Phase II
NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
4. DWQ Stormwater Program Review
4a. Which of the following state -implemented stormwater management programs apply
(check all that apply):
Coastal counties
❑ HQW
❑ORW
❑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 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land?
❑ Yes X No
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
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
❑ Yes ❑ No
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
letter.)
Comments:
❑ Yes ❑ No
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,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
❑ Yes X No
2b. Is this an after -the -fact permit application?
X Yes ❑ No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
Prior property owners constructed multiple stormwater ponds in the project area. These impacts have been incorporated into this permit application.
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality?
❑ Yes X No
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.
Project will be served by municipal sewer.
Page 9 of 10
PCN Form — Version 1.4 January 2009

Stream
Impact
B
-
Existing
T or P
Permanent
Type of
Impac
Stream
Name
SA
Perennial or
Intermittent
INT
Type of
Jurisdiction
404
Averag
Stream
Width
4.0
pact
ength
139
Impact
Area
603
Yes
Road
crossing
C
Existing
Permanent
Yes
Road
crossing
SA
INT
404
3.3
32
97
F
Existing
Temporary
Yes
Road
crossing
SA
INT
404
2.5
72
185
F
Proposed
Permanent
No
Road
crossing
SA
INT
404
2.1
181
353
H
Proposed
Temporary
No
Sewer line
crossing
Haw Creek
PER
404
10
20
200
H
E or P
IF,
Proposed Permanent
Proposed
Proposed
Temporary
Temporary
ATF
Type of Impact
No
Grading/fill
No
Sewer line
Sewer line
Type of Wetland
Bottomland
hardwood
Bottomland
hardwood
Bottomland
hardwood
Forested
Yes
Yes
Yes
Type of
Jurisdiction
404
404
404
Area of
impa
0.009
0.032
0.033

Ores
Environmental Banc & Exchange, LLC Stream and Wetland Banks
Statement of Availability November 16, 2022
U.S. Army Corps of Engineers
April Norton
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: Oakwood
This document confirms that the Meritage Homes of NC, Inc. (Applicant) for the Oakwood (Project) has
expressed an interest to utilize 879.00 Stream Mitigation Credits from the EBX sponsored RES Cape
Fear 02 Umbrella Mitigation Bank, specifically 879.00 Stream credits from the Dairyland Site, in the Cape
Fear HUC 03030002. As the official Bank Sponsor, Environmental Banc & Exchange, LLC, attests to the
fact that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the issuance
of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has fully secured
credits from the bank and the Banker has accepted full responsibility for the mitigation obligation requiring
the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer Certificate,
with an updated Official Credit Ledger will also be sent to regulatory agencies showing the proper
documentation.
Please contact me at 919-209-1055 or [e-mail] if you have any questions.
Best Regards,
Amy Staley
Resource Environmental Solutions, LLC
3600 Glenwood Avenue, Suite 100
Raleigh, NC 27612

1
PID
Owner Name
Owner Mailing Address
Deed
Book/Page
9825601982
DAVIS LINDA ETAL
504 N FIRST ST, MEBANE, NC 27302
6760/1539
9825502531
TICON PROPERTIES LLC
5836 FAYETTEVILLE RD, STE 203, DURHAM, NC 27713
4542/22
9825404628
TICON PROPERTIES LLC
5836 FAYETTEVILLE RD #201, DURHAM, NC 27713
4530/170
9825604799
DAVIS LINDA S ETAL
504 N FIRST ST, MEBANE, NC 27302
6760/1539
9825529420
BAILEY KATHERINE S HRS
1156 BELFAIR WAY DOWNING CREEK, CHAPEL HILL, NC 27517
212/215
9825614053
DAVIS LINDA S ETAL
504 N FIRST ST, MEBANE, NC 27302
6760/1539
Parcel Table

s
Niqk
P'"'"
-
210 420 630 840
-=
SCALE IN FEET
--
IIItY
II
11
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CATIONS ARE A IMATE _ 1I
I
LEGEND
Property Boundary
ADDRESS: 0 OAKWOOD ST.
ACREAGE: 133 ACRES
PROJECT NAME:
OAKWOOD
CITY, STATE: MEBANE, NC
PROJECT#. 20220220
SOURCES:
USGS MEBANE & EFLAND 7.5 MINUTE QUADRANGLE (2022)
DATE:
NOVEMBER 2022
SPANGLER 4338 H AR BOND
OM
69 RAEREN NORTH CNTAL. INA
EN%PRONMENTAL.INC. SPANGLERENVIRONMENTAL.COM
[phone]
MAP NAME:
TOPOGRAPHIC
MA

NC DWQ Stream Identification Form Version 4.11
Date: 11 / 14/2022
Project/Site: Oakwood
Latitude: 36.087164°
Evaluator: AJ Varick
County: Orange
Longitude: -79.251129°
Total Points:
Stream is at least intermittent 22
if >_ 19 or perennial if >_ 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:
A. Geomorphology (Subtotal = )
Absent
Weak
Moderate
Strong
1 a. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal =
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology (Subtotal =
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

0/2022 2:37:47 PM, leti
ent Drawings \19-0139 STREAM BUFFER IMPACT MAPS.dwg, STREAM BUFFER IMPACT MAPS - OVERALL FULL, 1
N:\2019\19-0139.007 Meritage - Oakwo
t
VICINITY MAP
NOT TO SCALE
1-85
BUCKHORN RD
0
IMPACT AREA "J"
/*SCALE
1 "=750'
FIRST ISSUE DATE
01-11-2022
PROJECT NO.
19-0139
SHEET NO.
E-1
J
STREAM
IMPACT AREA "A"
IMPACT AREA "B"
\\
WETLANDS
IMPACT AREA "C"
IMPACT AREA "D"
STREAM
I"
IMPACT AREA H
COPYRIGHT © 2022
SUMMIT DESIGN AND
ENGINEERING SERVICES
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS. /
II l
IIREAM I 1
IMPACT AREA "F"
WETLAND
REAM
MPACT AREA"E"
1
WETLANDS
IMPACT AREA "G"
STREAM
EXISTING IMPACT DATA
TOTALS FOR AREAS A-J
SITE GRADING IMPACTS:
ZONE 1 STREAM BUFFER (PERMANENT)
ZONE 2 STREAM BUFFER (PERMANENT)
ROAD CROSSING IMPACTS:
ZONE 1 STREAM BUFFER (PERMANENT)
ZONE 2 STREAM BUFFER (PERMANENT)
STREAM IMPACT AREA (PERMANENT)
STREAM IMPACT LENGTH (PERMANENT)
UTILITY ACCESS ROAD IMPACTS:
ZONE 1 STREAM BUFFER (PERMANENT)
ZONE 2 STREAM BUFFER (PERMANENT)
STREAM IMPACT AREA (PERMANENT)
STREAM IMPACT LENGTH (PERMANENT)
48,345 SF
51,879 SF
12,967 SF
7,779 SF
603 SF
211 LF
11. SUNMI1�
DESIGN
AND ENGINEERING
SERVICE
WETLAND AND STREAM IMPACTS
PERMANENT IMPACTS
TEMPORARY IMPACTS
STREAM RESTORATION
SHEET
N
IMPACT
AREA
IMPACT TYPE
ZONE 1
BUFFER
ZONE 2
BUFFER
STREAM
IMPACT
AREA
STREAM
IMPACT
LENGTH
WETLAND
ZONE 1
BUFFER
ZONE 2
BUFFER
STREAM
IMPACT
AREA
STREAM
IMPACT
LENGTH
WETLAND
ZONE 1
BUFFER
ZONE 2
BUFFER
STREAM
RESTORATION
AREA
STREAM
RESTORATION
LENGTH
E-4
A
SITE GRADING -EXISTING
20,301
20,249
E-5
B
SITE GRADING -EXISTING
18,301
16,318
E-5
B
ROAD CROSSING -EXISTING
8,036
5,542
603
139
E-6
B
SITE GRADING -PROPOSED
802
2,218
E-6
B
WALKING PATH -PROPOSED
257
E-7
C
SITE GRADING -EXISTING
707
3,025
E-7
C
UTILITY ACCESS ROAD -EXISTING
2,223
1,316
97
32
E-8
D
SITE GRADING -EXISTING
9,036
12,287
E-9
E
SITE GRADING -PROPOSED
1,421
E-9
E
WALKING PATH -PROPOSED
1,101
3,546
E-10
F
ROAD CROSSING -EXISTING
4,931
2,237
185
72
4,931
2,237
185
72
E-11
F
SITE GRADING -PROPOSED
3,756
5,055
E-11
F
ROAD CROSSING -PROPOSED
9,884
5,733
353
181
E-12
G
SITE GRADING -PROPOSED
292
5,215
402
E-13
H
SEWER OUTFALL-PROPOSED
1,424
846
200
20
1382
E-14
1
SEWER OUTFALL-PROPOSED
1426
TOTALS IN SQUARE FEET (SF)
79,370
84,419
1,238
424
402
1424
846
200
20
2808
4,931
2,237
185
72
TOTALS IN ACRES (AC)
1.822
1.938
0.028
0.009
0.033
0.019
0.005
_
0.064
0.113
0.051
0.004
PROPOSED IMPACT DATA
TOTALS FOR AREAS A-J
SITE GRADING IMPACTS:
ZONE 1 STREAM BUFFER (PERMANENT)
ZONE 2 STREAM BUFFER (PERMANENT)
WETLAND (PERMANENT)
ROAD CROSSING IMPACTS:
ZONE 1 STREAM BUFFER (PERMANENT)
2,223 SF ZONE 2 STREAM BUFFER (PERMANENT)
1,316 SF STREAM IMPACT AREA (PERMANENT)
97 SF STREAM IMPACT LENGTH (PERMANENT)
32 LF WETLAND (PERMANENT)
TOTAL EXISTING IMPACTS FOR AREA "F" TO BE RESTORED*
ROAD CROSSING IMPACTS:
ZONE 1 BUFFER IMPACT (PERMANENT):
ZONE 2 BUFFER IMPACT (PERMANENT):
STREAM IMPACT AREA (PERMANENT):
STREAM IMPACT LENGTH (PERMANENT):
4,931 SF
2,237 SF
732 LF
72 LF
*NOTE: EXISTING 50 LF CULVERT TO BE REMOVED. ALL EXISTING
IMPACTS TO THE STREAM, EMBANKMENT AND STREAM
BUFFER AREAS FOR AREA "F" TO BE RESTORED TO THE
BEST APPROXIMATION OF THEIR ORIGINAL CONDITION.
WALKING PATH IMPACTS:
ZONE 1 STREAM BUFFER (PERMANENT)
ZONE 2 STREAM BUFFER (PERMANENT)
SEWER OUTFALL IMPACTS:
ZONE 1 STREAM BUFFER (TEMPORARY):
ZONE 2 STREAM BUFFER (TEMPORARY):
STREAM IMPACT AREA (TEMPORARY):
STREAM IMPACT LINEAR (TEMPORARY):
WETLAND AREA (TEMPORARY):
IMPACT STUDIES
OAKWOOD
OAKWOOD STREET EXTENSION
MEBANE, NC
(STREAM BUFFER IMPACT MAP
OVERALL MAP
t NOT
„,111110,
CARQ
4
�1GINE�� ,\
L/AMR.\\`'
J CONSTRUCTION}
1/0111111„ R.
4,850 SF
13,909 SF
0.009 AC
9,884 SF
5,733 SF
353 SF
181 LF
0.009 AC
1,101 SF
3,803 SF
1,424 SF
846 SF
200 SF
20 LF
0.065 AC
GRAPHIC SCALE
0 750
1500
h 11
(IN FEET)
1 inch = 750 ft.
l
1�
SUMMIT'
DESIGN AND ENGINEERING SERVICES
State License #: P 0339
320 Executive Court
Hillsborough, NC 27278
Voice: [phone] Fax: [phone]
www.summitde.net

N:\2019\19-0139.007 Meritage - Oakwood \Civil\Current Drawings\19-0139_STREAM BUFFER IMPACT MAPS.dwg, 2 STREAM BUFFER IMPACT MAPS - OVERALL, 11/10/2022 2:39:05 PM, leticia.raimon
- ---- ± If -
EXISTING POND LOCATION
h(PROPOSED SCM #1)
EXISTING
WETLAND
EXISTING POND LOCATION
(PROPOSED SCM #2)
/*SCALE
1 "=250'
i))
lr
r J l ►�
EXISTING POND
LOCATION
/"
FIRST ISSUE DATE
01-11-2022
PROJECT NO.
19-0139
SHEET NO.
E-2
J
1\\
IMPACT AREA "A"
COPYRIGHT © 2022
SUMMIT DESIGN AND
ENGINEERING SERVICES
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS. J
IMPACT
AREA "F"
IMPACT
AREA "E"
EXISTING POND
LOCATION
PROPOSED SCM #3
LOCATION
EXISTING POND LOCATION
(PROPOSED SCM #4) f
MATCH LINE (SEE E-2)
t
r.
--4
IMPACT
AREA "G"
LEGEND:
i
/
1
EXISTING
WETLANDS
EXISTING IMPACT DATA
TOTALS FOR AREAS A-G
SITE GRADING IMPACTS:
ZONE 1 STREAM BUFFER (PERMANENT)
ZONE 2 STREAM BUFFER (PERMANENT)
ROAD CROSSING IMPACTS:
ZONE 1 STREAM BUFFER (PERMANENT)
ZONE 2 STREAM BUFFER (PERMANENT)
STREAM IMPACT AREA (PERMANENT)
STREAM IMPACT LENGTH (PERMANENT)
UTILITY ACCESS ROAD IMPACTS:
ZONE 1 STREAM BUFFER (PERMANENT)
ZONE 2 STREAM BUFFER (PERMANENT)
STREAM IMPACT AREA (PERMANENT)
STREAM IMPACT LENGTH (PERMANENT)
48,345 SF
51,879 SF
12,967 SF
7,779 SF
603 SF
211 LF
2,223 SF
1,316 SF
97 SF
32 LF
TOTAL EXISTING IMPACTS FOR AREA "F" TO BE RESTORED*
ROAD CROSSING IMPACTS:
ZONE 1 BUFFER IMPACT (PERMANENT):
ZONE 2 BUFFER IMPACT (PERMANENT):
STREAM IMPACT AREA (PERMANENT):
STREAM IMPACT LENGTH (PERMANENT):
4,931 SF
2,237 SF
732 LF
72 LF
1
*NOTE: EXISTING 50 LF CULVERT TO BE REMOVED. ALL EXISTING
IMPACTS TO THE STREAM, EMBANKMENT AND STREAM
BUFFER AREAS FOR AREA "F" TO BE RESTORED TO THE
BEST APPROXIMATION OF THEIR ORIGINAL CONDITION.
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
WETLAND IMPACT
STREAM IMPACT
STREAM IMPACT
IMPACT STUDIES
OAKWOOD
OAKWOOD STREET EXTENSION
MEBANE,NC
STREAM BUFFER IMPACT MAP
`OVERALL MAP
PROPOSED IMPACT DATA
TOTALS FOR AREAS A-G
SITE GRADING IMPACTS:
ZONE 1 STREAM BUFFER (PERMANENT)
ZONE 2 STREAM BUFFER (PERMANENT)
WETLAND (PERMANENT)
ROAD CROSSING IMPACTS:
ZONE 1 STREAM BUFFER (PERMANENT)
ZONE 2 STREAM BUFFER (PERMANENT)
STREAM IMPACT AREA (PERMANENT)
STREAM IMPACT LENGTH (PERMANENT)
WETLAND (PERMANENT)
WALKING PATH IMPACTS:
ZONE 1 STREAM BUFFER (PERMANENT)
ZONE 2 STREAM BUFFER (PERMANENT)
,GIN•. ' ��� �•
<R\`�\\\ IMI
J \CONSTRUCTION)
GRAPHIC SCALE
125 0 125 250
4,850 SF
13,909 SF
0.009 AC
9,884 SF
5,733 SF
353 SF
181 LF
0.009 AC
1,101 SF
3,803 SF
500
( IN FEET )
I inch = 250 ft.
•
1�
SU MM IT,
DESIGN AND ENGINEERING SERVICES
State License #: P 0339
320 Executive Court
Hillsborough, NC 27278
Voice: [phone] Fax: [phone]
www.summitde.net

10/2022 1:57:33 PM, leticia.raimond,
ent Drawings \19-0139 STREAM BUFFER IMPACT MAPS -SS OUTFALL.dwg, 3 STREAM BUFFER IMPACT MAPS -SS OUTFALL - OVERALL (2),
N:\2019\19-0139.007 Meritage - Oakwo
i'"5
P.
SCALE
1 "=250'
FIRST ISSUE DATE
01-11-2022
PROJECT NO.
19-0139
SHEET NO.
E-3
4)16
0 ics)//
/15?)-/
'QL,4yw
s.
COPYRIGHT © 2022
SUMMIT DESIGN AND
ENGINEERING SERVICES
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS. J
\\ firms%
MATCH LINE (SEE E-1)
/ /
.frw
\\k j II
4(//4:qQ
ilk \4,4q
EXISTING
- WETLANDS
----- (:„AcC>77--)---
slk
EXISTING"C }))"L���
WETLANDS 1 �� a? ff r �fr�'1,re4Vss ��n f` 1
1-r-ratt r
IMPACT STUDIES
OAKWOOD
OAKWOOD STREET EXTENSION
MEBANE, NC
STREAM BUFFER IMPACT MAP
`OVERALL MAP
r NOT FOR
,\\�.\\A CAR°, /o.?.!
J \CONSTRUCTION)
LEGEND:
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
WETLAND IMPACT
STREAM IMPACT
STREAM IMPACT
PROPOSED IMPACT DATA
TOTALS FOR AREAS H AND J
SEWER OUTFALL IMPACTS:
ZONE 1 STREAM BUFFER (TEMPORARY): 1,424 SF
ZONE 2 STREAM BUFFER (TEMPORARY): 846 SF
STREAM IMPACT AREA (TEMPORARY): 200 SF
STREAM IMPACT LINEAR (TEMPORARY): 20 LF
WETLAND AREA (TEMPORARY):
GRAPHIC SCALE
125 0 125 250
1
500
(IN FEET)
1 inch = 250 ft.
0.065 AC
•
1�
SU MM IT,
DESIGN AND ENGINEERING SERVICES
State License #: P-0339
320 Executive Court
Hillsborough, NC 27278
Voice: [phone] Fax: [phone]
www.summitde.net

ent Drawings \19-0139 STREAM BUFFER IMPACT MAPS.dwg, 4 STREAM BUFFER IMPACT MAPS - EX -IMPACT MAP AREA A, 11/10/2022 2:40:22 PM, letic
N:\2019\19-0139.007 Meritage - Oakwo
/*SCALE
1 "=60'
"[/1,
I �1 \ �i\ \\
I II �I\
I I I I I
:/
��i / 20'
/ ZONE 2 30'
//// 1 ZONE1�
30' 1
ZONE1
20'
ZONE 2
ZONE 1 STREAM BUFFER
IMPACT AREA (13,693 SF) 1
`
ZONE 2 STREAM BUFFER
IMPACT AREA (11,730 SF)
EXISTING
POND
FIRST ISSUE DATE
01-11-2022
PROJECT NO.
19-0139
SHEET NO.
E-4
J
//jcillir/
I, •
L
CD
COPYRIGHT © 2022
SUMMIT DESIGN AND
ENGINEERING SERVICES
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS.
/
50' RIPARIAN BUFFER
EACH SIDE OF CREEK
co
ZONE 1 STREAM BUFFER
( IMPACT AREA (768 SF)
651
649
ZONE 1 STREAM BUFFER
IMPACT AREA (4,390 SF)
ZONE 2 STREAM BUFFER
IMPACT AREA (3,629 SF)
ZONE 2 STREAM BUFFER
IMPACT AREA (4,890 SF)
ZONE 1 STREAM BUFFER
IMPACT AREA (1,450 SF)
AREA "A"
AREA "B"
666
659
EXISTING
POND
IMPACT STUDIES
OAKWOOD
OAKWOOD STREET EXTENSION
MEBANE, NC
(EXISTING STREAM BUFFER IMPACT MAP
IMPACT AREA "A"
LEGEND:
EXIST / PROPOSED
111111
SD
CURB INLET
DROP INLET
0 JUNCTION BOX
FLARED END SECTION (FES)
SDI EXISTING STORM PIPE
PROPOSED STORM PIPE
LD/SF LD/SF — LIMITS OF DISTURBANCE & SILT FENCE
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
WETLAND IMPACT
STREAM IMPACT
STREAM IMPACT
NOTE: "WOODS LINE" IS FOR ILLUSTRATIVE PURPOSES
ONLY AND CLARITY OF THE PLANS. REFER TO THE "LIMITS
OF DISTURBANCE" LINE FOR ACTUAL CLEARING LIMITS.
LD/TP LD/TP
100
98
100
98
TOTAL EXISTING IMPACTS FOR AREA "A"
SITE GRADING IMPACTS:
ZONE 1 BUFFER IMPACT (PERMANENT):
ZONE 2 BUFFER IMPACT (PERMANENT):
4
',,</.4 Ml R.',\\\\
J 00
CONSTRUCTION}
20,301 SF
20,249 SF
GRAPHIC SCALE
30 0 15 30 60
120
(IN FEET )
1 inch = 60 ft.
•
IF
SU MM IT,
DESIGN AND ENGINEERING SERVICES
State License #: P 0339
320 Executive Court
Hillsborough, NC 27278
Voice: (919) 732=3883 Fax: (919) 732=6676
www.summitde.net

N:\2019\19-0139.007 Meritage - Oakwood \Civil\Current Drawings\19-0139_STREAM BUFFER IMPACT MAPS.dwg, 5 STREAM BUFFER IMPACT MAPS - EX -IMPACT MAP AREA B, 11/10/2022 2:41:15 PM, letic
r
,64 \ \rn
P
i641 20� n\
y�\'6 ZONE2\!
sy
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50' RIPARIAN BUFFER
EACH SIDE OF CREEK
C-(A\
.1•4`4,\‘*
EXISTING
WETLAND
1
20'
30' ZONE 21
ZONE 1 STREAM BUFFER
IMPACT AREA (8,587 SF)
ZONE 2 STREAM BUFFER
IMPACT AREA (6,550 SF)
-RCP sslaso _� /� J
649
20+n, = EXISTING 60" RCP
(127 LF)
ZONE 1 STREAM BUFFER
IMPACT AREA (3,506 SF)
ZONE 2 STREAM BUFFER
IMPACT AREA (2,465 SF) _
II
ZONE 2 STREAM BUFFER
IMPACT AREA (1,034 SF)
m
ZONE 1 STREAM BUFFER
IMPACT AREA (1,139 SF)
EXISTING
POND ��
1'SCALE
1 "=60'
FIRST ISSUE DATE
01-11-2022
PROJECT NO.
19-0139
SHEET NO.
E-5
J
AREA "A"
AREA "B"
IN--,
°/ 1 1//
EXISTING ��
��// POND ,/ // /7/
ZONE 1 STREAM BUFFER
IMPACT AREA (1,220 SF) /I/ /a / / ///
\\)1((11/
COPYRIGHT © 2022 1
SUMMIT DESIGN AND
ENGINEERING SERVICES
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS.
ZONE 1 STREAM BUFFER
IMPACT AREA (7,355 SF)
ZONE 2 STREAM BUFFER
z IMPACT AREA (8,235 SF)
/ �� ./,/."/// I I
/(�1r r�I� 7//
1Ir71 r� � l �
1 / r /`p�/�7
J �I G I�l I
STREAM IMPACT
LENGTH (139 LF) 1 I I I
RAM ACT ( l
AREASTE(603
IMPSF)
�648
EXISTING
PAVED ROAD
-
Y - ZONE 2 STREAM BUFFER
gA2'
r/,"// IMPACT AREA (3,077 SF)
ZONE 1 STREAM BUFFER _
IMPACT AREA (4,530 SF)
AREA "B"
AREA "C"
64?
LEGEND:
EXIST / PROPOSED
111111
0
SD
CURB INLET
DROP INLET
0 JUNCTION BOX
3111 FLARED END SECTION (FES)
SDI EXISTING STORM PIPE
PROPOSED STORM PIPE
LD/SF LD/SF — LIMITS OF DISTURBANCE & SILT FENCE
LD/TP LD/TP
100
98
C-]
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
WETLAND IMPACT
STREAM IMPACT
STREAM IMPACT
NOTE: "WOODS LINE" IS FOR ILLUSTRATIVE PURPOSES
ONLY AND CLARITY OF THE PLANS. REFER TO THE "LIMITS
OF DISTURBANCE" LINE FOR ACTUAL CLEARING LIMITS.
TOTAL EXISTING IMPACTS FOR AREA "B"
SITE GRADING IMPACTS:
ZONE 1 BUFFER IMPACT (PERMANENT):
ZONE 2 BUFFER IMPACT (PERMANENT):
ROAD CROSSING IMPACTS:
ZONE 1 BUFFER IMPACT (PERMANENT):
ZONE 2 BUFFER IMPACT (PERMANENT):
STREAM IMPACT AREA (PERMANENT);
STREAM IMPACT LENGTH (PERMANENT):
18,301 SF
16,318 SF
8,036 SF
5,542 SF
603 SF
139 LF
EXISTING 60" RCP
EXISTING
STR
EXIST ,
SUB GRADE` .\
•
STREAM CULVERT CROSS SECTION
NTS
EXISTING
GRADE
TOP OF HEADWALL= 639.75'
INV. ELEV.= 632.15'
UNKNOWN DEPTH
IMPACT STUDIES
OAKWOOD
OAKWOOD STREET EXTENSION
MEBANE, NC
EXISTING STREAM BUFFER IMPACT MAP
IMPACT AREA "B"
r NOT FOR
,\\\.,N CARo,
� 44MR•
) `CONSTRUCTION)
GRAPHIC SCALE
30 0 15 30 60
�r
120
(IN FEET)
1 inch = 60 ft.
SUMMIT,
DESIGN AND ENGINEERING SERVICES
State License #: P-0339
320 Executive Court
Hillsborough, NC 27278
Voice: [phone] Fax: [phone]
wwwsummitde.net

o_
a
N:\2019\19-0139.007 Meritage - Oakwood \Civil\Current Drawings\19-0139_STREAM BUFFER IMPACT MAPS.dwg, 6 STREAM BUFFER IMPACT MAPS - P-IMPACT MAP AREA B, 11/10/2022 2:4
(SCALE
1 "=60'
SCM #2
FIRST ISSUE DATE
01-11-2022
PROJECT NO.
19-0139
SHEET NO.
E-6
J
u
EXISTING
WETLAND
/b
I I
ZONE 1 STREAM BUFFER
IMPACT AREA (763 SF)
� 5
ZONE 2 STREAM BUFFER
IMPACT AREA (891 SF)
COPYRIGHT © 2022
SUMMIT DESIGN AND
ENGINEERING SERVICES
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS.
7/
AREA "A"
AREA "B"
\,
50' RIPARIAN BUFFER
EACH SIDE OF CREEK
f-rir�
EXISTING
POND
/ ///1/
(//01////
/ 1/////
20' //
ZONE 2
ZONE 2 STREAM BUFFER
IMPACT AREA (257 SF)
ZONE 2 STREAM BUFFER
IMPACT AREA (1,327 SF)
\ \
ZONE 1 STREAM
BUFFER IMPACT I
AREA (39 SF) ) I
AREA "B"
AREA "C
/ /
/
(
65 LF 18" RCP
CLASS B RIP RAP
OUTLET PROTECTION
LIMITS OF
DISTURBANCE
SCM #3
IMPACT STUDIES
OAKWOOD
OAKWOOD STREET EXTENSION
MEBANE, NC
PROPOSED STREAM BUFFER IMPACT MAP
IMPACT AREA "B"
LEGEND:
EXIST / PROPOSED
111111
0
•
■
0
SDSD
LD/SF LD/SF
LD/TP LD/TP
100
98
100
98
_�
CURB INLET
DROP INLET
JUNCTION BOX
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
LIMITS OF DISTURBANCE & SILT FENCE
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
WETLAND IMPACT
STREAM IMPACT
STREAM IMPACT
NOTE: "WOODS LINE" IS FOR ILLUSTRATIVE PURPOSES
ONLY AND CLARITY OF THE PLANS. REFER TO THE "LIMITS
OF DISTURBANCE" LINE FOR ACTUAL CLEARING LIMITS.
TOTAL PROPOSED IMPACTS FOR AREA "B"
SITE GRADING IMPACTS:
ZONE 1 BUFFER IMPACT (PERMANENT):
ZONE 2 BUFFER IMPACT (PERMANENT):
802 SF
2,218 SF
WALKING PATH IMPACTS:
ZONE 2 BUFFER IMPACT (PERMANENT): 257 SF
r NOT FOR
\\\�,,,,IIIIII/,///
\\\.<N CARO /''
' 4
AMR • �\\\
,11/III,,,
) `CONSTRUCTION)
GRAPHIC SCALE
30 0 15 30 60
�r
120
( IN FEET )
1 inch = 60 ft.
SUMMIT,
DESIGN AND ENGINEERING SERVICES
State License #: P-0339
320 Executive Court
Hillsborough, NC 27278
Voice: [phone] Fax: [phone]
wwwsummitde.net

LEGEND:
N:\2019\19-0139.007 Meritage - Oakwood \Civil\Current Drawings\19-0139_STREAM BUFFER IMPACT MAPS.dwg, 7 STREAM BUFFER IMPACT MAPS - EX -IMPACT MAP AREA C, 11/10/2022 2:43:56 PM, letic
SCALE
1 "=60'
FIRST ISSUE DATE
01-11-2022
PROJECT NO.
19-0139
SHEET NO.
E-7
ZONE 1 STREAM BUFFER
IMPACT AREA (631 SF)
ZONE 2 STREAM BUFFER -
IMPACT AREA (1,597 SF)
ZONE 2 STREAM BUFFER
IMPACT AREA (680 SF) /
ZONE 1 STREAM BUFFER
IMPACT AREA (2,223 SF)
ZONE 2 STREAM BUFFER
IMPACT AREA (1,428 SF)
ZONE 1 STREAM BUFFER
IMPACT AREA (76
20'
0
ZONE 1
30'
ZONE 1
AREA "B"
AREA "C"
STREAM IMPACT
LENGTH (32 LF)
STREAM IMPACT
JAREA (97SF)
EXISTING 20 LF CULVERT,
FOR UTILITY ACCESS >HE-
ft*`I (DIAMETER UNKNOWN)
R i��R
j„ \� v
ZONE 2 STREAM BUFFER (
20' IMPACT AREA (636 SF)
ZONE 2 I
50' RIPARIAN BUFFER
EACH SIDE OF CREEK
EXISTING STREAMBED,
ELEVATION UNKNOWN
EXISTING ;\
SUBGRADE !\��
5.3%
EXISTING CULVERT
(DIAMETER UNKNOWN)
STREAM CULVERT CROSS SECTION
NTS
EXISTING
GRADE
INV. ELEV. UNKNOWN
t
COPYRIGHT © 2022
SUMMIT DESIGN AND
ENGINEERING SERVICES
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS.
UTILITY EASEMENT
IMPACT STUDIES
OAKWOOD
OAKWOOD STREET EXTENSION
MEBANE, NC
(EXISTING STREAM BUFFER IMPACT MAP
IMPACT AREA "C"
EXIST / PROPOSED
111111
El
0
CURB INLET
• DROP INLET
Q JUNCTION BOX
▪ FLARED END SECTION (FES)
SDSD
EXISTING STORM PIPE
PROPOSED STORM PIPE
LD/SF LD/SF - LIMITS OF DISTURBANCE & SILT FENCE
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
WETLAND IMPACT
STREAM IMPACT
- - - - STREAM IMPACT
NOTE: "WOODS LINE" IS FOR ILLUSTRATIVE PURPOSES
ONLY AND CLARITY OF THE PLANS. REFER TO THE "LIMITS
OF DISTURBANCE" LINE FOR ACTUAL CLEARING LIMITS.
LD/TP
100
LD/TP
98
100
98
C_1
TOTAL EXISTING IMPACTS FOR AREA "C"
SITE GRADING IMPACTS:
ZONE 1 BUFFER IMPACT (PERMANENT):
ZONE 2 BUFFER IMPACT (PERMANENT):
UTILITY ACCESS IMPACTS:
ZONE 1 BUFFER IMPACT (PERMANENT):
ZONE 2 BUFFER IMPACT (PERMANENT):
STREAM IMPACT AREA (PERMANENT);
STREAM IMPACT LENGTH (PERMANENT):
NOT FOR •qq
,,,111111/,,,,, �I
-\,\\��N CAR /,,
►\
4
////,IIIIII\\�
J \CONSTRUCTION]
707 SF
3,025 SF
2,223 SF
1,316 SF
80 SF
32 LF
GRAPHIC SCALE
30 0 15 30 60
120
(IN FEET )
1 inch = 60 ft.
r
1�
SUMMIT'
DESIGN AND ENGINEERING SERVICES
State License #: P-0339
320 Executive Court
Hillsborough, NC 27278
Voice: [phone] Fax: [phone]
wwwsummitde.net

0/2022 2:44:51 PM, letic
N:\2019\19-0139.007 Meritage - Oakwood \Civil\Current Drawings\19-0139_STREAM BUFFER IMPACT MAPS.dwg, 8 STREAM BUFFER IMPACT MAPS - EX -IMPACT MAP AREA D.
SCALE
1 "=60'
FIRST ISSUE DATE
01-11-2022
PROJECT NO.
19-0139
SHEET NO.
E-8
ko\
)\%
ZONE 1 STREAM BUFFER
IMPACT AREA (1,607 SF)
ZONE 2 STREAM BUFFER
IMPACT AREA (2,427 SF)
ZONE 1 STREAM BUFFER
IMPACT AREA (7,429SF)
ZONE 2 STREAM BUFFER
IMPACT AREA (7,937 SF) /
I7
1� I IIII /
NO
II
III
I I
I 1
II I;
i
ZONE 2 STREAM BUFFER
IMPACT AREA (1,923 SF)
50' RIPARIAN BUFFER
EACH SIDE OF CREEK
COPYRIGHT © 2022
SUMMIT DESIGN AND
ENGINEERING SERVICES
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS.
20'
(ZONE 2
30'
ZONE 1
/i
i
'637-
EXISTING
POND
IMPACT STUDIES
OAKWOOD
OAKWOOD STREET EXTENSION
MEBANE, NC
(EXISTING STREAM BUFFER IMPACT MAP
IMPACT AREA "D"
LEGEND:
EXIST / PROPOSED
111111
CURB INLET
® DROP INLET
® 0 JUNCTION BOX
FLARED END SECTION (FES)
�SD SDEXISTING STORM PIPE
PROPOSED STORM PIPE
LD/SF LD/SF - LIMITS OF DISTURBANCE & SILT FENCE
LD/TP LD/TP
100
98
L-�
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
WETLAND IMPACT
STREAM IMPACT
- - - - STREAM IMPACT
NOTE: "WOODS LINE" IS FOR ILLUSTRATIVE PURPOSES
ONLY AND CLARITY OF THE PLANS. REFER TO THE "LIMITS
OF DISTURBANCE" LINE FOR ACTUAL CLEARING LIMITS.
TOTAL EXISTING IMPACTS FOR AREA "D"
SITE GRADING IMPACTS:
ZONE 1 BUFFER IMPACT (PERMANENT):
ZONE 2 BUFFER IMPACT (PERMANENT):
NOToliiiiiiiii
FOR •
,,s\`9\N O7i''
4
44. i•. M R
'-4v
///111111111,
\\\
�CONSTRUCTIONJ
9,036 SF
12,287 SF
GRAPHIC SCALE
30 0 15 30 60
120
( IN FEET )
1 inch = 60 ft.
r
1�
SUMMIT'
DESIGN AND ENGINEERING SERVICES
State License #: P-0339
320 Executive Court
Hillsborough, NC 27278
Voice: [phone] Fax: [phone]
wwwsummitde.net

N:\2019\19-0139.007 Meritage - Oakwood \Civil\Current Drawings\19-0139_STREAM BUFFER IMPACT MAPS.dwg, 9 STREAM BUFFER IMPACT MAPS - P-IMPACT MAP AREA E, 11/10/2022 2:47:39 PM, le
SCALE
1 "=60'
FIRST ISSUE DATE
01-11-2022
PROJECT NO.
19-0139
SHEET NO.
E-9
50' RIPARIAN BUFFER
- " EACH SIDE OF CREEK
/ -
,4<"
39 /
JI l rr
/ f
-7L/
COPYRIGHT © 2022
SUMMIT DESIGN AND
ENGINEERING SERVICES
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS.
N. t646
PROPOSED
WALKING PATH
ZONE 2 STREAM BUFFER
IMPACT AREA (1,918 SF)
///////v
ZONE 1 STREAM BUFFER
IMPACT AREA (439 SF)
ZONE 2 STREAM BUFFER
IMPACT AREA (1,421 SF)
7/ ,
20'
ZONE 2
30'
ZONE 1
5�6• 3� 7/ /
`'0. ZONE 1 STREAM BUFFER
IMPACT AREA (452 SF)
EXISTING
WETLAND
30' i -
ZONE1-
20'
ZONE 2'
ZONE 2 STREAM BUFFER
IMPACT AREA (1,628 SF)
ZONE 1 STREAM BUFFER /
IMPACT AREA (210 SF)
665 —
IMPACT STUDIES
OAKWOOD
OAKWOOD STREET EXTENSION
MEBANE, NC
'PROPOSED STREAM BUFFER IMPACT MAP
IMPACT AREA "E"
LEGEND:
EXIST / PROPOSED
CURB INLET
® DROP INLET
O 0 JUNCTION BOX
FLARED END SECTION (FES)
■SD SDEXISTING STORM PIPE
PROPOSED STORM PIPE
LD/SF LD/SF — LIMITS OF DISTURBANCE & SILT FENCE
111111
LD/TP LD/TP
100
98
,00
98
E-]
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
WETLAND IMPACT
STREAM IMPACT
STREAM IMPACT
NOTE: "WOODS LINE" IS FOR ILLUSTRATIVE PURPOSES
ONLY AND CLARITY OF THE PLANS. REFER TO THE "LIMITS
OF DISTURBANCE" LINE FOR ACTUAL CLEARING LIMITS.
TOTAL PROPOSED IMPACTS FOR AREA "E"
SITE GRADING IMPACTS:
ZONE 2 BUFFER IMPACT (PERMANENT):
WALKING PATH IMPACTS:
ZONE 1 BUFFER IMPACT (PERMANENT):
ZONE 2 BUFFER IMPACT (PERMANENT):
NOT FOR
/4(5.0t:S§14.4.1/
4
44.44% tirz-4i17
///1111111\0
j `CONSTRUCTION}
7
GRAPHIC SCALE
30 0 15 30 60
1,421 SF
1,101 SF
3,546 SF
120
( IN FEET )
1 inch = 60 ft.
r
1�
SUMMIT'
DESIGN AND ENGINEERING SERVICES
State License #: P 0339
320 Executive Court
Hillsborough, NC 27278
Voice: [phone] Fax: [phone]
wwwsummitde.net

LEGEND:
EX -IMPACT MAP AREA F, 11/10/2022 2:49:22 PM, leticia.r
N:\2019\19-0139.007 Meritage - Oakwood \Civil\Current Drawings \19-0139_STREAM BUFFER IMPACT MAPS.dwg, 10 STREAM BUFFER IMPACT MAP
/
w / �� / /
to / ll/8
Z / / 1�
/ / / �0� //
i
/ / 50' RIPARIAN BUFFER
EACH SIDE OF CREEK
\ \ /iI)`
I►(II \I 1
`�!,►I \I�
ZONE 2 STREAM BUFFER
IMPACT AREA (1,307 SF)* j
ZONE 1 STREAM BUFFER
IMPACT AREA (4,383 SF) *
ZONE 2 STREAM BUFFER
IMPACT AREA (930 SF)*/
j�)(///)
I_ STREAM IMPACT LENGTH (72 LF), I
SCALE
1 "=75'
FIRST ISSUE DATE
01-11-2022
PROJECT NO.
19-0139
SHEET NO.
E-10
J
j .
/ \\\\\\- 'I -
FFQ
20' /�
ZONE 2I) 65����
6 ZONE '
So / ZONE30/ I
/ /.()�i /1
20' N
1
j/ 56/-0 //// /7
///
r// I `\
\ \ � I 1
\ \ \\t\1
I 1
ZONE 2�p
TO BE RESTORED* I //2 J 2 /�
EXISTING / ///l//
A',�16�/ WETLAND 6 GP I I
STREAM IMPACT AREA (185 SF),
TO BE RESTORED* —-_JJ) l
/ EXISTING 50 LF CULVERT 46" DIA. CMP,
TO BE REMOVED AND STREAM RESTORED*
COPYRIGHT © 2022
SUMMIT DESIGN AND
ENGINEERING SERVICES
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS. J
TOTAL EXISTING IMPACTS FOR AREA "F"
ROAD CROSSING IMPACTS:
ZONE 1 BUFFER IMPACT (PERMANENT):
ZONE 2 BUFFER IMPACT (PERMANENT):
STREAM IMPACT AREA (PERMANENT):
STREAM IMPACT LENGTH (PERMANENT):
4,931 SF
2,237 SF
732 LF
72 LF
EXIST / PROPOSED
111111
0
DD
.DJ
•
O
SD
LD/SF LD/SF
LD/TP LD/TP
100
98
CURB INLET
DROP INLET
JUNCTION BOX
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
LIMITS OF DISTURBANCE & SILT FENCE
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
WETLAND IMPACT
STREAM IMPACT
STREAM IMPACT
NOTE: "WOODS LINE" IS FOR ILLUSTRATIVE PURPOSES
ONLY AND CLARITY OF THE PLANS. REFER TO THE "LIMITS
OF DISTURBANCE" LINE FOR ACTUAL CLEARING LIMITS.
*NOTE: EXISTING 50 LF CULVERT TO BE REMOVED. ALL
EXISTING IMPACTS TO THE STREAM, EMBANKMENT AND
STREAM BUFFER AREAS FOR AREA "F" TO BE RESTORED TO
THE BEST APPROXIMATION OF THEIR ORIGINAL CONDITION.
EXISTING
STREAMBED
EXISTING
SUBGRADE
3.5%
EXISTING 46" DIA.
STREAM CULVERT CROSS SECTION
NTS
EXISTING
GRADE
CULVERT
INV. ELEV. UNKNOWN
IMPACT STUDIES
OAKWOOD
OAKWOOD STREET EXTENSION
MEBANE, NC
(EXISTING STREAM BUFFER IMPACT MAP
IMPACT AREA 'F"
NOT FOR •
4/A M R
'///1111111\0
0\
J \CONSTRUCTIONJ
C_11
GRAPHIC SCALE
0 75
150
(IN FEET )
1 inch = 75 ft.
l
1�
SUMMIT'
DESIGN AND ENGINEERING SERVICES
State License #: P0339
320 Executive Court
Hillsborough, NC 27278
Voice: [phone] Fax: [phone]
wwwsummitde.net

1
E
N:\2019\19-0139.007 Meritage - Oakwood \Civil\Current Drawings \19-0139_STREAM BUFFER IMPACT MAPS.dwg, 11 STREAM BUFFER IMPACT MAPS - P-IMPACT MAP AREA F, 11/10/2022 2:50:28 PM, letic
665 Imo/
1
50' RIPARIAN BUFFER
EACH SIDE OF CREEK
ZONE 2 STREAM BUFFER
IMPACT AREA (3,003 SF)
co
PROPOSED 140 LF
CULVERT (DIA TBD) ;6ti
//IIIII /
PROPOSED STREAM
IMPACT AREA 353 SF
IIIIII I
PROPOSED STREAM
IMPACT LENGTH 181 LF
ei I( i Y
/),L. II 0/11
/(1,/;))A 'ci
, 4/// /// I
I
i655 /////y/ / / I
_c 14 / / I \I
EXISTING(1 I i, l,,
WETLAND \
_ '
�7f --.1/40‘.71 V
SCALE
1 "=60'
FIRST ISSUE DATE
01-11-2022
PROJECT NO.
19-0139
SHEET NO.
E-11
EXISTING 50 LF 46" CMP
COPYRIGHT © 2022
SUMMIT DESIGN AND
ENGINEERING SERVICES
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS.
20'
ZONE
30'
ZONE
659-
65?
sss
_
---
30'
ZONE 1
20'
ZONE 2 I
ZONE 2 STREAM BUFFER
IMPACT AREA (1,086 SF)
•
ZONE 2 STREAM BUFFER
" IMPACT AREA (217 SF)
ZONE 1 STREAM BUFFER ° / J /
IMPACT AREA (9,884 SF)
ZONE 2 STREAM BUFFER
IMPACT AREA (2,730 SF)
ZONE 1 STREAM BUFFER
IMPACT AREA (3,756 SF)
)
ZONE 2 STREAM BUFFER )
IMPACT AREA (3,752 SF)
ry � I
co
I /666 co
TOTAL PROPOSED IMPACTS FOR AREA "F"
SITE GRADING IMPACTS:
ZONE 1 BUFFER IMPACT (PERMANENT):
ZONE 2 BUFFER IMPACT (PERMANENT):
ROAD CROSSING IMPACTS:
ZONE 1 BUFFER IMPACT (PERMANENT):
ZONE 2 BUFFER IMPACT (PERMANENT):
STREAM IMPACT AREA (PERMANENT):
STREAM IMPACT LENGTH (PERMANENT):
IMPACT STUDIES
OAKWOOD
OAKWOOD STREET EXTENSION
MEBANE, NC
'PROPOSED STREAM BUFFER IMPACT MAP
IMPACT AREA "F"
3,756 SF
5,055 SF
9,884 SF
5,733 SF
353 SF
181 LF
LEGEND:
EXIST /
111111
0
rn
PROPOSED
•
SDSD
LD/SF LD/SF
LD/TP LD/TP
100
98
C_�
CURB INLET
DROP INLET
JUNCTION BOX
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
LIMITS OF DISTURBANCE & SILT FENCE
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
WETLAND IMPACT
STREAM IMPACT
- — — - STREAM IMPACT
NOTE: "WOODS LINE" IS FOR ILLUSTRATIVE PURPOSES
ONLY AND CLARITY OF THE PLANS. REFER TO THE "LIMITS
OF DISTURBANCE" LINE FOR ACTUAL CLEARING LIMITS.
NOT FOR
\\\
44.
j `CONSTRUCTION}
GRAPHIC SCALE
0 75
150
( IN FEET )
1 inch = 75 ft.
r
1�
SUMMIT'
DESIGN AND ENGINEERING SERVICES
State License #: P 0339
320 Executive Court
Hillsborough, NC 27278
Voice: [phone] Fax: [phone]
wwwsummitde.net

N:\2019\19-0139.007 Meritage - Oakwood \Civil\Current Drawings\19-0139_STREAM BUFFER IMPACT MAPS.dwg, 12 STREAM BUFFER IMPACT MAPS - P-IMPACT MAP AREA G, 11/10/2022 2:52:05 PM, letic
666.
168�j
r 7v
ZONE 2 STREAM BUFFER
IMPACT AREA (5,215 SF)
-14/ N,- /,
/ / 7 F ZONE 1 STREAM BUFFER
IMPACT AREA (292 SF)
WETLAND IMPACT
AREA (0.009 AC)
62 _ 66" 660
LIMITS OF
DISTURBANCE
SCALE
1 "=60'
FIRST ISSUE DATE
01-11-2022
PROJECT NO.
19-0139
SHEET NO.
E-12
34
r
30'
ZONE 1
- - -
COPYRIGHT © 2022
SUMMIT DESIGN AND
ENGINEERING SERVICES
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS.
107-
T 50' RIPARIAN BUFFER
EACH SIDE OF CREEK
` 20'
ZONE 2
30' \
ZONE 1 \
169 /
/
6(-‘
CHE
JokT
EXISTING —
/ WETLAND \
S89° 26' 02 249.99'
OHE�-I_
UTILITY EASEMENT SHE
IMPACT STUDIES
OAKWOOD
OAKWOOD STREET EXTENSION
MEBANE, NC
(PROPOSED STREAM BUFFER IMPACT MAP
IMPACT AREA "G"
LEGEND:
EXIST / PROPOSED
111111
0
ID
SD
•
•
0
Lio
SD
LD/SF
LD/SF
LD/TP LD/TP
100
98
100
98
-�
CURB INLET
DROP INLET
JUNCTION BOX
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
LIMITS OF DISTURBANCE & SILT FENCE
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
WETLAND IMPACT
STREAM IMPACT
STREAM IMPACT
NOTE: "WOODS LINE" IS FOR ILLUSTRATIVE PURPOSES
ONLY AND CLARITY OF THE PLANS. REFER TO THE "LIMITS
OF DISTURBANCE" LINE FOR ACTUAL CLEARING LIMITS.
TOTAL PROPOSED IMPACTS FOR AREA "G"
SITE GRADING IMPACTS:
ZONE 1 BUFFER IMPACT (PERMANENT):
ZONE 2 BUFFER IMPACT (PERMANENT):
292 SF
5,215 SF
WETLAND IMPACT (PERMANENT): 0.009 AC
NOT FOR •
\,,,,13/,,,,414.
KNL
►�
4
//7</AMR
/////1111110
J \CONSTRUCTIONJ
GRAPHIC SCALE
30 0 15 30 60
120
( IN FEET )
1 inch = 60 ft.
l
1�
SUMMIT'
DESIGN AND ENGINEERING SERVICES
State License #: P 0339
320 Executive Court
Hillsborough, NC 27278
Voice: [phone] Fax: [phone]
wwwsummitde.net

ent Drawings \19-0139 STREAM BUFFER IMPACT MAPS -SS OUTFALL.dwg, 13 STREAM BUFFER IMPACT MAPS -SS OUTFALL - P-IMPACT MAP AREA H, 11/10/2022 1:56:44 PM, letic
N:\2019\19-0139.007 Meritage - Oakwo
I
JO �
TEMPORARY PROPOSED
STREAM IMPACT (200 SF)
ZONE 1 STREAM BUFFER
IMPACT AREA (1,424 SF)
ZONE 2 STREAM BUFFER
IMPACT AREA (444 SF)
LIMITS OF
DISTURBANCE
1
//' / /
)1'// /
LIMITS OF
/ DISTURBANCE
/
/
/
SCALE
1 "=40'
FIRST ISSUE DATE
01-11-2022
PROJECT NO.
19-0139
SHEET NO.
E-13
COPYRIGHT © 2022
SUMMIT DESIGN AND
ENGINEERING SERVICES
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS.
TEMPORARY PROPOSED
STREAM IMPACT (20 LF)
30'
ZONE 1= ZONE 2-
i
20'
I
1
r
6•
M/21
M J
M/a ZONE 2 STREAM BUFFER ` "\\
. / 01 ) . (— IMPACT AREA (402SF)
�.,A
0 A
TEMPORARY WETLAND
IMPACT AREA (0.032)
IMPACT STUDIES
OAKWOOD
OAKWOOD STREET EXTENSION
MEBANE, NC
'PROPOSED STREAM BUFFER IMPACT MAP
IMPACT AREA "H"
LEGEND:
EXIST / PROPOSED
111111
CURB INLET
® DROP INLET
O 0 JUNCTION BOX
[/:3 3111 FLARED END SECTION (FES)
■SD SDEXISTING STORM PIPE
PROPOSED STORM PIPE
LD/SF LD/SF — LIMITS OF DISTURBANCE & SILT FENCE
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
WETLAND IMPACT
STREAM IMPACT
STREAM IMPACT
NOTE: "WOODS LINE" IS FOR ILLUSTRATIVE PURPOSES
ONLY AND CLARITY OF THE PLANS. REFER TO THE "LIMITS
OF DISTURBANCE" LINE FOR ACTUAL CLEARING LIMITS.
LD/TP LD/TP
100
98
[-1
TOTAL PROPOSED IMPACTS FOR AREA "H"
SEWER OUTFALL IMPACTS:
ZONE 1 BUFFER IMPACT (TEMPORARY):
ZONE 2 BUFFER IMPACT (TEMPORARY):
1,424 SF
846 SF
STREAM IMPACT AREA (TEMPORARY): 200 SF
STREAM IMPACT LINEAR (TEMPORARY): 20 LF
WETLAND IMPACT (TEMPORARY): 0.032 AC
NOT FOR
/4)9.:•0:s§O'ce
44.*:4!Cmitrz
///1111111"
j
`CONSTRUCTION}
GRAPHIC SCALE
20 0 10 20 40
80
( IN FEET )
1 inch = 40 ft.
r
1�
SUMMIT'
DESIGN AND ENGINEERING SERVICES
State License #: P-0339
320 Executive Court
Hillsborough, NC 27278
Voice: [phone] Fax: [phone]
wwwsummitde.net

0/2022 12:32:35 PM, le
ent Drawings \19-0139 STREAM BUFFER IMPACT MAPS -SS OUTFALL.dwg, 14 STREAM BUFFER IMPACT MAPS -SS OUTFALL - P-IMPACT MAP AREA J, 1
N:\2019\19-0139.007 Meritage - Oakwo
/ / 7'
S
>
" ;
r
EXISTING
WETLANDS
\\
EXISTING
POND
a \
1 \ Ir _(
SCALE
1 "=60'
FIRST ISSUE DATE
01-11-2022
PROJECT NO.
19-0139
SHEET NO.
E-14
COPYRIGHT © 2022 1
SUMMIT DESIGN AND
ENGINEERING SERVICES
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS.
TEMPORARY WETLAND
IMPACT AREA (0.024 AC)
25' SS EASEMENT (LIMITS r
OF DISTURBANCE TO \ J
EXTEND TO EASEMENT)
TEMPORARY WETLAND
IMPACT AREA (0.0001 AC)
TEMPORARY WETLAND
IMPACT AREA (0.005 AC)
TEMPORARY WETLAND
IMPACT AREA (0.003 AC) —
t
Vc
C
LEGEND:
EXIST / PROPOSED
111111
CURB INLET
® DROP INLET
® Q JUNCTION BOX
FLARED END SECTION (FES)
■SDSDEXISTING STORM PIPE
PROPOSED STORM PIPE
LD/SF LD/SF - LIMITS OF DISTURBANCE & SILT FENCE
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
WETLAND IMPACT
STREAM IMPACT
STREAM IMPACT
NOTE: "WOODS LINE" IS FOR ILLUSTRATIVE PURPOSES
ONLY AND CLARITY OF THE PLANS. REFER TO THE "LIMITS
OF DISTURBANCE" LINE FOR ACTUAL CLEARING LIMITS.
LD/TP LD/TP
100
98
C_1
TOTAL PROPOSED IMPACTS FOR AREA "J"
ssF SEWER OUTFALL IMPACTS:
WETLAND IMPACT AREA (TEMPORARY): 0.033 AC
rrr
EXISTING
WETLAND
1 , NOT FOR
001111111///1/41
o. 44.
1
IMPACT STUDIES
OAKWOOD
OAKWOOD STREET EXTENSION
MEBANE, NC
'PROPOSED STREAM BUFFER IMPACT MAP
IMPACT AREA "J"
►\
4
4414.1citi.r4
///1111111jo
j `CONSTRUCTION}
GRAPHIC SCALE
30 0 15 30 60
120
(IN FEET)
1 inch = 60 ft.
i
1�
SUMMIT'
DESIGN AND ENGINEERING SERVICES
State License #: P-0339
320 Executive Court
Hillsborough, NC 27278
Voice: [phone] Fax: [phone]
wwwsummitde.net

SUMMIT ENGINEERING OAKWOOD IMPACT MAP
6 SPANGLER
ENVIRONMENTAL., INC.
PROJECT #:
DATE
ACRES
20220220
NOVEMBER 2022
4338 BLAND ROAD
RALEIGH, NORTH CAROLINA
SPANGLERENVIRONMENTAL.COM
[phone]
PROJECT NAME:
OAKWOOD
MAP NAME:
STREAM CROSS SECTION
LOCATIONS

637
636.5
634.5
634
B-E5 Cross Section
OHWM OHWM
(left) (right)
4
2
4
6
Width (ft)
8
10 12

BE-5 (Looking Upstream)
BE-5 (Looking Downstream)

633
632.5
632
= 631.5
c
° • 631
c▪ o
°'
w 630,5
630
629,5
629
0
C-E7 Cross Section
OHWM
(left)
1 2 3 4 5
Width (ft)
6
7
8

CE-7 (Looking Upstream)
CE-7 (Looking Downstream

646
6455
z 645 r
c
•° 644,5
co
11 6644
643,5
643
0
F-E10 Cross Section
OHWM
(left)
2 3
Width (ft)
5
6
7
8

FE-10 (Looking Upstream)
FE-10 (Looking Downstream)

651
650,5
650
649,5
649
ro
co 648.5
w
648
647,5
647
F-E11 Cross .Section
(left) OHWM
(right)
2 L 6 8 10 12 14 16
Width (ft)

FE-11 (Looking Upstream)
FE-11 (Looking Downstream)

621
620,5
620
619,5
c
o
4—
619
ro
co 618.5
W
618
617,5
617
H-E13 Cross Section
0 2 L 6 8 10 12 14 16
WFdth (ft)

HE-13 (Looking Upstream)
HE-13 (Looking Downstream)