20200768 Ver 1_Riparian Buffer Authorization Request_20200610

Water ResourcesENTAL QUALITY
Original Submittal 6/10/2020
A. Owner/Applicant Information
.........................................................................................................................................................................................................................................................................
General Information
.....................................................................................................................................................................................................................................................................................................................................................................................................
Primary Contact Email:* [e-mail]
Please list the contact person's email for questions or payment on this project if needed.
Who is submitting the application?* m Owner
r- Applicant other than Owner
rJ Agent
1. Property Owner Information:
la. Name on Recorded Deed:* City of Greensboro (Utility Easment)
1 b. Responsible Party: Brian Boyd - City of Greensboro
(for Corporations)
1c. Mailing Address:* Street Address
2602 S. Elm Street
Address Line 2
City
State / Province / Fbgion
Greensboro
North Carolina
Fbstal / Zip Code
Country
27406
USA
le. Email Address:* brian.boyd@greensboro-
1d. Telephone:* 336-373-4131 nc.gov
3. Agent Information:
3a. Name:
3b. Company Affiliation:
3c. Mailing Address: Street Address
Address Line 2
aty State / Province / Fbgion
Fbstal / Zip Code Country
3d. Telephone: 3e. Email Address:
3f. Attach a signed and dated copy of the agent Qicktheupload button ordrag and drop files hereto attach docurrent
authorization form. PDF Only
B. Project Information and Prior Project History
..........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................

1. Project Information ^
la. Name of Project:* Reedy Fork Creek Sewer Outfall
(Subdivision, facility, or establishrrent narre)
1b. Is this a publicly -funded transportation project?*
r Yes
r No
1d. Subdivision Name:
le. Nearest Greensboro
Municipality:
1f. Property Size: 0.32
acres
1g. County (or Counties) where the project is located:*
Guilford
1h. Property ID# Date of Purchase
7888864140 3/9/2020
Tax RN or Parcel id
7888979239 4/12/2000
Tax RN or Parcel id
7888798728 4/12/2000
Tax RN or Parcel id
11. Deed Information
...... ...... ..... ...... ...... ..... ...... ...... ...... ......
Type of Book F
Book# Page#
Deed F55 02162
Map 149 14
1j. Attach a copy of the recorded map that indicates when the lot was last platted.
(lick the upload button or drag and drop files here to attach docunent
Parcel -Owner Info.pdf 1.36MB
RJF only
1k. How would you like to provide the Latitude and Longitude information?*
r Address Lookup
r Manually
Latitude * 36.184217 Longitude *-79.714808
11. Is the project located in any of North Carolina's twenty coastal counties?
C Yes
0 No
2. Surface Waters ^
2a. Name of the nearest body of water to proposed project:*
Reedy Fork (Hardy's Mill Pond) - Stream
Index 16-11(9)

2b. Water Quality Classification of nearest receiving water:*
WS-V; NSW
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:*
300
(linear feet only)
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 proposed project is located within a recently acquired utility easement within
undeveloped woodlands. The general land use in the vicinity of the project consists
of a mixture of undeveloped woodlands, residential and commercial land use.
3b. Attach an 81/. x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
Click the upload button or drag and drop files here to attach docurrent
USGS Quads.pdf 607.55KB
FUF only
3c. Attach an 8 % x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
Click the upload button or drag and drop files here to attach docurrent
Soils.pdf 1.61VIB
FDF only
4. Proposed Activity
.................................................................................................
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:*
The purpose of the proposed project is to expand the City of Greensboro's sewer
network in order to provide service for anticipated future industrial development
adjacent to the proposed sewer line in order to support economic development
within the Browns Summit area.
The project consists of the construction of 6,821 If of 24-inch gravity sewer line,
which will flow north to south and connect to an existing sewer line along Reidsville
Hwy. The sewer line has been designed to avoid all wetland and stream impacts and
cross the buffers perpendicularly where possible. All stream and wetland crossings
will be installed via jack and bore.
The sewer line will be installed through the buffers via traditional trench and backfill
installation. Temporary bridges will be used to cross the streams during
construction. The temporary bridges will be installed within the proposed sewer
easement, and will span the entire stream, resting on the top of bank and will not
result in disturbance to the stream bed or banks. Upon completion of construction, a
10-ft wide permanent maintenance corridor will be mowed/maintained in perpetuity
through the riparian buffers, while the buffer areas outside of the permanent
maintenance corridor will not be mowed. There will be a total of 4 culverts installed
within non -jurisdictional ephemeral drainages in order to provide vehicular travel
during periods of wet weather, while maintaining natural drainage patterns.
Traditional construction equipment and techniques will be used to construct the
proposed sewer.
Attach a site plan as applicable to the project:
Clickthe upload button or drag and drop files hereto attach docurrent
Buffer Impact Exhibits_5-26-2020.pdf 1.19MB
FDF only
5. Jurisdictional Determinations
5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this
property/project (including all prior phases) in the past?*

5b. Who did the determination on the jurisdictional areas?
Who did the determination?� List name if known Date Attach
Agent/Consultant S&EC 12/10/2019
(Pbrre if Imow n) EC.. 5
Ap..
De..
Ex...
01-
14..
IL
Re.. 8
St...
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pdf only
*** Please include the date of the determination and upload a copy of the determination.
Comments:
S&EC completed a delineation for the larger property which the sewer line is located
on. The delineation was field verified by the USACE on 12/10/2019 as noted on the
attached S&EC Delineation Exhibits.
NCDWR issued a Buffer Determination Letter specific to the Reedy Fork Sewer
Outfall project, dated 4/6/2020, which has been attached to this application.
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
r Yes
r No
7. Future Project Plan
7a. Is this project a phased project?* r Yes
r No
C. Proposed Impacts Inventory
Buffer Impacts ^
Project is in which protected Basin?*
r Neuse River Basin (15A NCAC 02B.0233)
r Catawba River Basin (15A NCAC 02B.0243)
r Randleman Lake Watershed (15A NCAC 02B.0250)
r Tar -Pamlico River Basin (15A NCAC 02B.0259)
r Jordan Lake Watershed (15A NCAC 02B.0267)
f Goose Creek Watershed (15A NCAC 0213.0606 & 15A NCAC 02B.0607)
Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.

Site# - Reason
Stream Name
Buffer Impact*IL
Impact Type *
Zone 1
Zone 2
Impact 3A - 10'
Reedy Fork
Permanent
Allowable
497.00
786.00
Perm
(P)
Square
Square
Maintenance
Perm orTerrp
Feet
Feet
Cooridor
Nbp label (e.g. Finad
Crossing 1)
Impact 3B - Temp
Reedy Fork
Temporary
Allowable
1,460.
4,633.
Construction
(T)
00
00
Access
FermorTerrp
Square
Square
Nep label (e.g. Road
Feet
Feet
Crossing 1)
Impact 4A - 10'
Reedy Fork
Permanent
Allowable w/
213.00
0.00
Perm
(P)
mitigation
Square
Square
Maintenance
FermorTerrp
Fit
Feet
Corridor
Nbp label (e.g. Road
Crossing 1)
Impact 4A - 10'
Reedy Fork
Permanent
Allowable
0.00
1,385.
Permanent
(P)
Square
00
Maintenance
FermorTerrp
Feet
Square
Corridor
Feet
Nbp label (e.g. Finad
Crossing 1)
Impact 413 - Temp
Reedy Fork
Temporary
Allowable
978.00
1,002.
Construction
(T)
Square
00
Access
FLrmorTerrp
Fit
Square
Nep label (e.g. Fad
Feet
Crossing 1)
Impact 5 - Temp
Reedy Fork
Temporary
Allowable
0.00
67.00
Construction
(T)
Square
Square
Access
Perm orTerrp
Feet
Feet
Nbp label (e.g. Finad
Crossing 1)
Impact 6 - Temp
Reedy Fork
Temporary
Allowable
0.00
660.00
Construction
(T)
Square
Square
Access
FermorTerrp
Feet
Feet
Nbp label (e.g. F oad
Crossing 1)
Impact 6A - 10'
UT to
Permanent
Allowable
0.00
436.00
Perm
Reedy Fork
(P)
Square
Square
Maintenance
Perm orTerrp
Feet
Feet
Corridor
Nbp label (e.g. Rrad
Crossing 1)
Impact 6B - Temp
UT to
Temporary
Allowable
345.00
1,707.
Construction
Reedy Fork
(T)
Square
00
Access
Perm orTerrp
Feet
Square
Nep label (e.g. Fbad
Feet
Crossing 1)

Impact 8A - 10'
Reedy Fork
Permanent
Allowable
0.00
986.00
Perm
(P)
Square
Square
Maintenance
FermorTerrp
Feet
Feet
Corridor
Nhp label (e.g. Road
Crossing 1)
Impact 8B - Temp
Reedy Fork
Temporary
Allowable
484.00
2,246.
Construction
(T)
Square
00
Access
Perm orTerrp
Feet
Square
Nt3p label (e.g. Fdoad
Feet
Grossing 1)
Impact 9A - 10'
Reedy Fork
Permanent
Allowable
0.00
2,440.
Perm
(P)
Square
00
Maintenance
Perm orTerrp
Feet
Square
Corridor
Feet
fvhp label (e.g. Finad
Crossing 1)
Impact 9B - Temp
Reedy Fork
Temporary
Allowable
3,732.
5,890.
Construction
(T)
00
00
Access
F brmor Terrp
Square
Square
Nfp label (e.g. Road
Feet
Feet
Crossing 1)
Impact 9C - 10'
Reedy Fork
Permanent
Allowable w/
139.00
0.00
Perm
(P)
mitigation
Square
Square
Maintenance
Perm orTerrp
Feet
Feet
Corridor
fvbp label (e.g. Fbad
Crossing 1)
Impact 9C - 10'
Reedy Fork
Permanent
Allowable
0.00
4,121.
Permanent
(P)
Square
00
Maintenance
FermorTerrp
Feet
Square
Corridor
Feet
Nbp label (e.g. Fad
Crossing 1)
Impact 9D - Temp
Reedy Fork
Temporary
Allowable
4,719.
3,108.
Construction
(T)
00
00
Access
PbrmorTerrp
Square
Square
Nbp label (e.g. Fdoad
Feet
Feet
Grossing 1)
Impact 10 -
Reedy Fork
Permanent
Allowable w/
205.00
0.00
Culvert/Perm
(P)
mitigation
Square
Square
Maintenance
FbrmorTerrp
Feet
Feet
Corridor
fvhp label (e.g. Road
Crossing 1)
Impact 10 -
Reedy Fork
Permanent
Allowable
0.00
34.00
Culvert/Perm
(P)
Square
Square
Maintenance
FbrmorTerrp
Feet
Feet
Corridor
fvbp label (e.g. Fbad
Grossing 1)
Impact 11 -
Reedy Fork
Permanent
Allowable w/
187.00
0.00
Culvert/Perm
(P)
mitigation
Square
Square
Maintenance
Perm orTerrp
Feet
Feet
Corridor
fvbp label (e.g. Fad
Crossing 1)

Impact 11 -
Reedy
Permanent
Allowable
0.00
31.00
Culvert/Perm
Form
(P)
Square
Square
Maintenance
FermorTerrp
Feet
Feet
Corridor
K/hp label (e.g. Fbad
Crossing 1)
Impact 12 -
Reedy Fork
Permanent
Allowable w/
205.00
0.00
Culvert/Perm
(P)
mitigation
Square
Square
Maintenance
Perm orTerrp
Feet
Feet
Corridor
N6p label (e.g. Fbad
Crossing 1)
Impact 12 -
Reedy Fork
Permanent
Allowable
0.00
34.00
Culvert/Perm
(P)
Square
Square
Maintenance
Perm orTerrp
Feet
Feet
Corridor
K/hp label (e.g. Finad
Crossing 1)
Impact 13A- Perm
Reedy Fork
Permanent
Allowable
0.00
487.00
Maintenance
(P)
Square
Square
Corridor
Perm orTerrp
Feet
Feet
Nbp label (e.g. F3oad
Crossing 1)
Impact 13 B -
UT to
Temporary
Allowable
897.00
529.00
Temp
Reedy Fork
(T)
Square
Square
Construction
Perm orTerrp
Feet
Feet
Access
K/hp label (e.g. Red
Crossing 1)
Impact 14 - Temp
Reedy Fork
Temporary
Allowable
664.00
4,008.
Construction
(T)
Square
00
Access
FbrmorTerrp
Feet
Square
Nt3p label (e.g. Fbad
Feet
Crossing 1)
Impact 15 -
Reedy Fork
Permanent
Allowable w/
146.00
0.00
Culvert/Perm
(P)
mitigation
Square
Square
Maintenance
FermorTerrp
Feet
Feet
Corridor
Nbp label (e.g. Fbad
Crossing 1)
Impact 15 -
Reedy Fork
Permanent
Allowable
0.00
94.00
Culvert/Maintenan
(P)
Square
Square
ce Corridor
FermorTerrp
Feet
Feet
Nbp label (e.g. R :)ad
Crossing 1)
Total Zone 1 Impacts: 14,871.00
Total Zone 2 Impacts: 34,684.00
Total Buffer Impacts: 49,555.00
Comments:

Proposed buffer impacts during construction/installation of the sewer line consists of
temporary buffer impacts within the utility easement for temporary construction
access and establishment and permanent buffer impacts from the establishment
and perpetual maintenance of the 10' wide permanent access corridor centered on
the sewer line. Please note that the proposed culverts are not located within
streams. The culverts are located within ephemeral drainages, and the culverts are
needed in order to allowfor vehicular access within the permanent maintenance
corridor during wet weather and will prevent the easement from block flow within the
ephemeral drainages.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.*
Buffer impacts have been minimized by crossing buffers perpendicularly where
possible. Where the utility easement runs parallel to the stream, the sewer has been
aligned to minimize buffer impacts to only Zone 2 where possible. Permanent buffer
impacts have been minimized to only a 10' permanent maintenance corridor,
centered on the sewer line, which will be maintained/mowed in perpetuity. Four
culverts are proposed to be installed within the sewer alignment where non -
jurisdictional ephemeral drainages cross the easement. The culverts will provide
vehicular access during wet weather and will prevent blockage of natural drainage
patterns. Please note that the proposed culverts are not located within jurisdictional
streams.
The proposed sewer line has avoided all wetland and stream impacts through the
alignment of the sewer line and use of jack and bore for installation of the sewer at
wetland and stream crossings. During construction, access across wetlands and
streams within the utility easement will be crossed using matting and bridges that will
allow for access while preventing disturbance to the wetlands and streams.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.*
Silt fencing will be installed along the limits of disturbance prior to construction to
prevent impacts to undisturbed buffers and streams. During construction, access
across wetlands and streams within the utility easement will be crossed using
matting and bridges that will allow for access while preventing disturbance to the
wetlands and streams.
2. Buffer Mitigation
2a. The table below identifies the square footage of impact to each zone of the riparian buffer and the required mitigation.
Zone 1
Total Impact Multiplier 11 Required Mitigation
1,095.00
3
3,285
Square Feet
Square Feet
Zone 2
Total Impact11 Multiplier 11 Required Mitigation
0.00
1.50
0.00
Square Feet
Square Feet
2b. What is the mitigation plan proposed for V Payment to private mitigation bank
this project?* ❑ Payment to Division of Mitigation (DMS)
17 Permittee responsible mitigation

2e. Attach statement of availability from mitigation provider.
aick the upload button or drag and drop files here to attach docurrent
Wildlands—Reedy Fork Sewer Outfall - Buffer SOA
165.4KB
06-10-2020.pdf
FDF only
2g. Comments: Mitigation for permanent non -perpendicular impacts within Zone 1 from the 10'
permanent maintenance corridor will be provided through the purchase of the
required 3,285 sf of buffer mitigaion from Wildlands Engineering. The Statement of
Availability from Wildlands Engineering has been attached.
E. Diffuse Flow Plan
1a. What type of SCM are you providing?*
r Level Spreader
❑ Vegetated Conveyance (lower SHWT)
❑ Wetland Swale (higher SHWT)
r% Proposed project will not create concentrated stormwater flow through the
buffer
r Other SCM that removed minimum of 30% nitrogen
1 c. Diffuse Flow Documentation * Click the upload button or drag and drop files here to attach docunent
Diffuse Flow Info.pdf 72.81 KB
FDF only
F. Supplementary Information
Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
C No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the
requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)?
C Yes
r No
Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR
Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200)?
r Yes
r No
2b. Is this an after -the -fact buffer authorization application?
r Yes
r No
G. Additional Information
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments: Click the upload button or drag and drop files here to attach docurrent
FDF only
Additional Comments:

H. Sign and Submit
..........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
By digitally signing below, I certify that:
o I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act")
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act');
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
o I intend to electronically sign and submit the application form."
Print Name:* Troy Beasley
Signature
pl&�e owe dl��
Submission Date: 06/10/2020
(Auto populated field)

Initial Review
Is this accepted into the review process?*
Is this project a public transportation
project?*
ID#*
Version:*
Select Reviewer:
Select Reviewing Office*
Has payment been received?*
r Yes r No
f Yes
r No
20200768
Sue Homewood: eads\slhomewood
Winston-Salem Regional Office - [phone]
r No Payment Needed
f Fee Received
r Need Fee - send electronic notification

GRAPHIC SCALE /a
0 1000 2000 ,
ti 5
1 inch = 2000 ft.
PROPOSED SEWER
OUTFALL ALIGNMENT
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1 r REP[
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IEETBR
3 REEDY FORK SEWER OUTFALL USGS QUAD (2013) - BROWNS SUMMIT �� WithersRavenel
GREENSBORO GUILFORD COUNTY NORTH CAROLINA 1/ Engineers Planners Surveyors
-11L

GRAPHIC SCALE
0 500 1000
1 inch = 1000 ft.
IR
PROPOSED SEWER
r �►�- I OUTFALL ALIGNMENT -�-
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GREENSBORO GUILFORD COUNTY NORTH CAROLINA 1

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GRAPHIC SCALE
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GRAPHIC SCALE
0 600 1200
1 inch = 1200 ft.
PROPOSED SEWER
OUTFALL ALIGNMENT
GUILFORD CO. PIN: 7888864140
CITY OF GREENSBORO
PO BOX 3136
GREENSBORO NC 27402
BOOK: 008255; PAGE: 02162
REEDY FORK SEWER OUTFALL
GUILFORD CO. PIN: 7888798728
REEDY FORK ASSOCIATES LLC
600 GREEN VALLEY ROAD, SUITE 202
GREENSBORO NC 27408
BOOK: 005001: PAGE: 01178
GUILFORD CO. PIN: 7888979239
REEDY FORK ASSOCIATES LLC
600 GREEN VALLEY ROAD, SUITE 202
GREENSBORO NC 27408
BOOK: 005001; PAGE: 01195
PARCEL -OWNER EXHIBIT
100
WithersRavenel
Engineers I Planners I Surveyors

2/17/2020
Property Report
Guilford County, NC - Property Report
Convert to PDF 2/17/2020
Parcel ID
Property Address
Legal Description
84336
7117 Brown Summit Rd
156.66 AC PT 1-4 WALKER PROP
Mobile
Maps
Owner Information
Owner Name
Mailing Address
City, State Zip
REEDY FORK ASSOCIATES LLC
600 GREEN VALLEY RD STE 202
GREENSBORO, NC 27408
Parcel Information
PIN
Zoning
Use
Tax District
7888798728-000
CU-HI-Heavy Industrial
IND
0
Parcel Size
Appraisal Nbrhood
Plat/Condo Bk & Pg
156.66
7899102
N/A
Recent Sales
Book & Page
Sale Date
Sale Price
Qualified?
Improved?
00500101178
4/15/2000
$1,390,000
Yes
Yes
Appraisal Values
Land
Buildings Extra Features
Total Value
$2,193,200
$0 $0
$2,193,200
Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document
and should not be substituted for a title search, appraisal, survey, or for zoning verification.
Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document
and should not be substituted for a title search, appraisal, survey, or for zoning verification.
gis.guilfordcountync.gov/ProperLyCardjs/Default.aspx?pin=84336&mapimage=_ags_4b33640bb2Ob4Of89105ce85804f58d5.jpg&isTinyScreen=false&i... 1 /1

2/17/2020
Property Report
Guilford County, NC - Property Report Convert to PDF 2/17/2020
Parcel ID Property Address I Legal Description
84339 5955 Near Summit Ave 1 134.30 OPEN PB 149-14 REEDY FORK PL149-14
Mobile
Maps
Owner Information
Owner Name
Mailing Address
City, State Zip
REEDY FORK ASSOCIATES LLC
600 GREEN VALLEY RD SUITE 300
GREENSBORO, NC 27408
Parcel Information
PIN I Zoning Use Tax District
7888864140- CU-PDM-Planned Development, Mixed- DEVELOPMT 0
000 Use RESTRICTED
Parcel Size Appraisal Nbrhood Plat/Condo Bk & Pg
134.30 1 78981303 149-14
Recent Sales
Book & Page
Sale Date
Sale Price
Qualified?
Improved?
00500101195
$0
Yes
Yes
Appraisal Values
Land
Buildings
Extra Features
Total Value
$0
$0
$0
$0
Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document
and should not be substituted for a title search, appraisal, survey, or for zoning verification.
Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document
and should not be substituted for a title search, appraisal, survey, or for zoning verification.
gis.guilfordcountync.gov/ProperLyCardjs/Default.aspx?pin=84339&mapimage=_ags_ac4ecO4cl 5d64ef6bd7a339b628498bf.jpg&isTinyScreen=false&i... 1 /1

2/17/2020
Property Report
Guilford County, NC - Property Report Convert to PDF 2/17/2020
Parcel ID Property Address Legal Description
84335 5955 Summit Ave 215.05AC TRACT 1 &2
c Mobile
Maps
F {
1 '-
"I "I I.,
Owner Information
Owner Name
Mailing Address
City, State Zip
REEDY FORK ASSOCIATES LLC
600 GREEN VALLEY RD STE 202
GREENSBORO, NC 27408
Parcel Information
PIN Zoning Use Tax District
7888979239- CU-PDM-Planned Development, Mixed- DEVELOPMT 0
000 Use RESTRICTED
Parcel Size Appraisal Nbrhood Plat/Condo Bk & Pg
208.34 78981303 N/A
Recent Sales
Book & Page
Sale Date
Sale Price
Qualified?
Improved?
00500101195
4/15/2000
$2,790,000
Yes
Yes
Appraisal Values
Land
Buildings
Extra Features
Total Value
$622,900
$0
$0
$622,900
Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document
and should not be substituted for a title search, appraisal, survey, or for zoning verification.
Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document
and should not be substituted for a title search, appraisal, survey, or for zoning verification.
gis.guilfordcountync.gov/ProperLyCardjs/Default.aspx?pin=84335&mapimage=_ags_2fa226a7422349Od85644eel Ob369f20.jpg&isTinyScreen=false&i... 1 /1

EXHIBIT K
F
I
I
I I
L— — —
PROPOSED 24" SEWER
I I
\ EXHIBIT J2 —
L__ _J
I —1
EXHIBIT I I I
l_ J
PROPOSED 24" SEWER
STREAMS
EXHIBIT
EXHIBIT G
L _
r-
- _— EXHIBIT F1
EXHIBIT F2 EX. 2'
L_
�EXHIBITE
L_ —J EXHIBIT D
REEDY FORK CREEK SEWER RIPARIAN BUFFER IMPACTS SHEET Rp WithersRavenel
1 1/ Engineers I Planners I Surveyors
OUTFALL OVERALL MAP 424Gallimore Dairy Road,SuiteCl Greensboro, NC 27409
GREENSBORO GUILFORD NORTH CAROLINA t:336.605.30091 license#:C-0832 I www.withersravenel.com

RIPARIAN BUFFER IMPACT TABLE
ZONE 1 (30' BUFFER)
ZONE 2 (50' BUFFER)
BUFFER
PERM
TEMP
PERM
TEMP
EXHIBIT
IMPACT
REASON FOR IMPACT
(SF)
(SF)
(SF)
(SF)
D
3A
MAINT.CORRIDOR
497
0
786
0
3B
SEWER CONSTRUC.
0
1460
0
4633
E
4A
MAINT.CORRIDOR
213
0
1384
0
4B
SEWER CONSTRUC.
0
978
0
1002
F1
5
SEWER CONSTRUC.
0
0
0
67
F2
6
SEWER CONSTRUC.
0
0
0
660
G
6A
MAINT.CORRIDOR
0
0
436
0
6B
SEWER CONSTRUC.
0
345
0
1707
8A
MAINT.CORRIDOR
0
0
986
0
8B
SEWER CONSTRUC.
0
484
0
2246
J1
9A
MAINT.CORRIDOR
0
0
2440
0
9B
SEWER CONSTRUC.
0
3732
0
5890
J2
9C
MAINT.CORRIDOR
134
0
4121
0
9D
SEWER CONSTRUC.
0
4719
0
3108
10
RIP RAP/CULVERT
222
0
31
0
11
RIP RAP/CULVERT
187
0
35
0
12
RIP RAP/CULVERT
205
0
34
0
K
13A
MAINT.CORRIDOR
487
0
0
0
13B
SEWER CONSTRUC.
0
897
0
529
14
SEWER CONSTRUC.
664
4008
0
0
15
RIP RAP/CULVERT
146
0
94
0
TOTAL (SF)
2,755
16,623
10,347
19,842
TOTAL (AC)
0.06
0.38
0.24
0.46
REEDY FORK CREEK RIPARIAN BUFFER IMPACTS SHEET -MP- WithersRavenel
SEWER OUTFALL 2 1� Engineers Planners Surveyors
STREAM IMPACT TABLE 424 GaIlimore Dairy Road, Suite ClGreensboro,NC 27409
11GREENDBORO GUILFORD NORTH CAROLINA t: 336.605.30091 li cense #: C-0832 www.withersraveneLcom

0
CONNECTION TO /
EXISTING SEWER LINE��;
IMPACT 3A
PERM. BUFFER IMPACT
10' PERM. MAINT. CORRIDOR
ZONE 1 = 497 SF
ZONE 2 = 786 SF
IMPACT 3B
TEMP. BUFFER IMPACT
SEWER CONSTRUCTION
ZONE 1 = 1460 SF
ZONE 2 = 4633 SF
PROPOSED 24" SEWER LINE
INSTALLED BY OPEN CUT
30' SEWER EASEMENT
// oy
PERMANENT 10' MAINT. //
CORRIDOR / / �Oy HARDY'S MILL POND
LIMITS OF / // /� (REEDY FORK CREEK)
CONSTRUCTION
LEGEND
ZONE 1
TEMPORARY BUFFER IMPACTS -
PERMANENT BUFFER IMPACTS -
ZONE 2
TEMPORARY BUFFER IMPACTS -
PERMANENT BUFFER IMPACTS -
'< y
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 Ft.
REEDY FORK CREEK RIPARIAN BUFFER IMPACTS SHEET -MP- WithersRavenel
SEWER OUTFALL 3 1� Eng;neersDair oaanner5 Surveyors
Greensboro,
EXHIBIT D 424GallimoreDairyRoad, Suite ClGreensboro,NC27409
C2CCVS3MO GUILFORD NORTH CAROL I NA t336.605.30091 license #: C-0832 I www.withersraveneLcom

�o \
\PROPOSED 24" SEWER LINE
INSTALLED BY OPEN CUT \ \
F \\
\I
IMPACT 4A �
PERM. BUFFER IMPACT
10' PERM. MAINT. CORRIDOR
ZONE 1 = 213 SF ' �
ZONE 2 = 1385 SF
W W W W
W W W
W W W
WETLAND AREA "A" W W W
11
c
I£
It
■
\\
11
I
I� 30' SEWER EASEMENT
II 10' MAINT. CORRIDOR
0
II
II
II
I
II
I
I
I
I
I
I
I I
I N �
I 'I
I � I
I I
HARDY'S MILL POND
(REEDY FORK CREEK)
/ � I
I I
o I I
/ I I
LEGEND
ZONE 1
TEMPORARY BUFFER IMPACTS -
PERMANENT BUFFER IMPACTS -
ZONE 2
TEMPORARY BUFFER IMPACTS -
PERMANENT BUFFER IMPACTS -
MPACT 4B
TEMP. BUFFER IMPACT
SEWER CONSTRUCTION
ZONE 1 = 978 SF
ZONE 2=1002SF
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 Ft.
REEDY FORK CREEK RIPARIAN BUFFER IMPACTS SHEET -MP- WithersRavenel
SEWER OUTFALL 4 1P Engineers I Planners I Surveyors
EXHIBIT E 424 Gallimore Dairy Road, Suite C I Greensboro, NO 27409
C2CCVS3MO GUI LFORD NORTH CAROLINA t336.605.30091 license #: C-0832 I www.withersravenel.com

o
r
PROPOSED 24" SEWER LINE
INSTALLED BY OPEN CUT /\
I I m
10' MAINT. CORRIDOR\ /
\ / M
40' SEWER EASEMENT
o ,
1,
REEDY
FORK /
CREEK O�
i
/J
/
c/
IMPACT 5 `
TEMP. BUFFER IMPACT
SEWER CONSTRUCTION
ZONE 2 = 67 SF
�n
IMPACT 6 \ \
TEMP. BUFFER IMPACT \ \
SEWER CONSTRUCTION \
ZONE 2 = 660 SF \
REEDY FORK CREEK
O
r
LEGEND
ZONE 1
TEMPORARY BUFFER IMPACTS -
PERMANENT BUFFER IMPACTS -
ZONE 2
TEMPORARY BUFFER IMPACTS -
PERMANENT BUFFER IMPACTS -
EXHIBIT Fl
EXHIBIT F2
\ \ PROPOSED 24" SEWER LINE
INSTALLED BY OPEN CUT
\ \ 10' MAINT. CORRIDOR
40' SEWER EASEMENT
I N\ \ \
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 Ft.
REEDY FORK CREEK RIPARIAN BUFFER IMPACTS SHEET -MP- WithersRavenel
ors
SEWER OUTFALL EXHIBIT F1 AND F2 5!24GalfmoreDairyRoad,SuteCSGreensboro,NO27409
C2CCVS3MO GUILFORD NORTH CAROL I NA t336.605.30091 license #: C-0832 I www.withersraveneLcom

RECEIVING PIT '
PROPOSED 24" SEWER 60
LINE INSTALLED BY
BORE AND JACK Tp \ SOl \
25' SEWER EASEMENT c�,� �O � 110 MAINT. CORRIDOR v
STREAM 9
(UT OF REEDY FORK /
CREEK)
O O�
IMPACT 6A
PERM. BUFFER IMPACTS
10' PERM. MAINT. CORRIDOR
ZONE 2 = 436 SF
STREAM 10 I
(UT OF REEDY FORK
CREEK)
LEGEND
ZONE 1
TEMPORARY BUFFER IMPACTS - _
PERMANENT BUFFER IMPACTS - _
ZONE 2
TEMPORARY BUFFER IMPACTS -
PERMANENT BUFFER IMPACTS -
TpB /
41
BORE PIT
IMPACT 6B
TEMP. BUFFER
IMPACTS
SEWER
/ CONSTRUCTION
ZONE 1 = 345 SF
ZONE 2 = 1707 SF
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 Ft.
REEDY FORK CREEK RIPARIAN BUFFER IMPACTS SHEET -MP- WithersRavenel
SEWER OUTFALL 6 1� Eng;neersDair oaanner5 Surveyors
Greensboro,
EXHIBIT G 424GallimoreDairyRoad, Suite ClGreensboro,NC27409
IL GUI LFORD NORTH CAROLINA t336.6051.30091 license #: C-0832 I www.withersraveneLcom

REEDY FORK CREEK
PROPOSED 24" SEWER LINE
INSTALLED BY OPEN CUT
LEGEND
ZONE
TEMPORARY BUFFER IMPACTS -
PERMANENT BUFFER IMPACTS -
ZONE 2
TEMPORARY BUFFER IMPACTS -
PERMANENT BUFFERIMPACTS-
I
I I
I I o
I I
I I
I
I
I
I I
I I
I I
I
I I
I I
I I
II
I
II
�I I
IMPACT 8A
PERM. BUFFER IMPACT
10' PERM. MAINT. CORRIDOR
ZONE 2 = 986 SF
1,
II
II
IMPACT 8B
TEMP. BUFFER IMPACT
SEWER CONSTRUCTION
ZONE 1 = 484 SF
ZONE 2 = 2246 SF
I�
II
II
II
II
II
I,
30' SEWER EASEMENT
I
I
10' MAINT. CORRIDOR
I
I
II
II ��
II
II
II
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
REEDY FORK CREEK RIPARIAN BUFFER IMPACTS SHEET -MP- WithersRavenel
SEWER OUTFALL 7 1� Engineers Planners Surveyors
reensbor
EXHBIT I 424GallimoreDairy Road, Suite ClGreensboro,NC27409
GREENSBORO GUILFORD NORTH CAROLINA t:336.605.30091license#:C-0832 I www.withersraveneLcom

LEGEND
MATCH LINE
ZONE I I SHEETJ2
TEMPORARY BUFFER IMPACTS -
II I I
PERMANENT BUFFER IMPACTS -
I
ZONE TEMPORARY BUFFER IMPACTS - II I
PERMANENT BUFFER IMPACTS -
I II
I �
REEDY FORK CREEK II II IMPACT 9A
(HARDY'S MILL POND) I I� PERM. BUFFER IMPACT
o \I I 10' PERM. MAINT. CORRIDOR
ZONE 1 = 0 SF
ZONE 2 = 2440 SF
IMPACT 9B I I I 1
TEMP. BUFFER IMPACT
SEWER CONSTRUCTION
ZONE 1 = 3732 SF
ZONE 2 = 5890 SF
% II
I\
30' SEWER EASEMENT /
10' MAINT. CORRIDOR
PROPOSED 24" SEWER LINE
INSTALLED BY OPEN CUT
CONSTRUCTION LIMITS
/ / o GRAPHIC SCALE
50 0 25 50 10
1 inch = 50 Ft.
II III RIPARIANBUFFERMPACTS S8T ither sRave
eyors
EXHIBIT1III
!�aEngineers Suite 7409 II

Tp
TSB
WETLAND AREA "G'
REEDY FORK CREEK 0�
(HARDY'S MILL POND)
IMPACT 9D
TEMP. BUFFER IMPACT
SEWER CONSTRUCTION
ZONE 1 = 4719 SF
ZONE 2 = 3108 SF
IMPACT 12
PERM. BUFFER IMPACT
RIP RAP/CULVERT
ZONE 1 = 205 SF
ZONE 2 = 34 SF
IMPACT 9C
PERM. BUFFER IMPACT
10' PERM. MAINT. CORRIDOR
ZONE 1 = 139 SF
ZONE 2 = 4121 SF
CONSTRUCTION LIMITS
30' SEWER EASEMENT
Tp r
4X*-
s
.O ,9X
PROPOSED 24" SEWER LINE
INSTALLED BY OPEN CUT
�Od,
LEGEND
IMPACT 11
PERM. BUFFER IMPACT
I\
ZONE
IMPACTS
RIP RAP/CULVERT
I
I I\
TEMPORARY BUFFER -
ZONE 1 = 187 SF
�
I
PERMANENT BUFFER IMPACTS -
ZONE 2 = 35 SF
ZONE 2
IMPACT 10
TEMPORARY BUFFER IMPACTS -
PERM. BUFFER IMPACT
I
I I
RIP RAP/CULVERT
p
PERMANENT BUFFER IMPACTS -
ZONE 1 = 220 SF
ZONE 2 = 31 SF
MATCH LINE
GRAPHICSCALE
SHEET J1
50 0 25 50
100
o
10' MAINT. CORRIDOR
1 inch = 50 Ft.
I I I I
RIPARIAN BUFFER IMPACTS SHEET -mP WithersRavenel
1/ Engineers I Planners I Surveyors
EX H I B I T J 2 424 Gal li more Dairy Road, Suite C I Greens boro, NC 27409
GREENSBORO GUILEORD NORTH CAROLINA t336.605.30091 license #: C-0832 I www.withersravenel.com

PROPOSED 24" SEWER LINE
INSTALLED BY OPEN CUT
10' MAINT. CORRIDOR
40' SEWER EASEMENT
25' SEWER EASEMENT IMPACT 13A
PERM. BUFFER IMPACT
10' PERM MAINT. CORRIDOR
�0 \� ♦ ZONE 1 = 0 SF
ZONE 2 = 487 SF
IMPACT 14
TEMP. BUFFER IMPACT
SEWER CONSTRUCTION
ZONE 1 = 664 SF \ ��
ZONE 2 = 4,008 SF
LE
T 13B
IMPACT 15 \ � BUFFER IMPACT
PERM. BUFFER IMPACT R CONSTRUCTION
RIP RAP/CHANNEL \ ♦ ♦ �� 1 = 897 SFZONE 1 = 146 SF �2 = 529 SF
ZONE 2 = 94 SF
REEDY FORK CREEK
(HARDY'S MILL POND) 0 \N
PROPOSED 100 LF 24"
SEWER LINE INSTALLED BY \
BORE AND JACK �D $0$01-
STREAM 11 O�
r
(UT OF REEDY FORK CREEK)
LEGEND
ZONE 1
TEMPORARY BUFFER IMPACTS - wr
PERMANENT BUFFER IMPACTS -
ZONE 2
TEMPORARY BUFFER IMPACTS -
PERMANENT BUFFER IMPACTS -
\� RECEIVING
gC\�� PIT
BORE PIT
L
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 Ft.
REEDY FORK CREEK RIPARIAN BUFFER IMPACTS SHEET -MP- WithersRavenel
SEWEROUTFALL EXHIBITK 10!24GalfmoreDairylRoad,SuteClSGreensboro,NO27409
C2CCVS3MO GUI LFORD NORTH CAROLINA t336.605.30091 license #: C-0832 I www.withersraveneLcom

HWILDLANGSoiOO
Buffer Mitigation Statement of Availability
Cape Fear - Haw River Subwatershed
June 10, 2020
City of Greensboro
Attn: Brian Boyd — Project Manager
2602 S. Elm -Eugene Street
Greensboro, NC 27406
RE: Availability of Riparian Buffer Credits for the "Reedy Fork Sewer Outfall — Browns Summit"
project
Bank Name: Cane Creek Umbrella Mitigation Bank
Bank Site: Bethel Branch Site
Bank Sponsor: Wildlands Holdings IV, LLC
DWR Bank Parcel Project #: 2017-0887v2
Riparian Buffer Credits Needed: 5,073 sq. ft.
Riparian Buffer Credits Available: 173,484.61 sq. ft.
Cape Fear 03030002 River Basin
Dear Mr. Boyd,
Wildlands Holdings IV, LLC has the above -mentioned riparian buffer credits from the Cane Creek
Umbrella Mitigation Bank: Bethel Branch Site to satisfy the mitigation requirements related to the
above -mentioned project. The project is located within the service area (HUC 03030002) of the Bank.
Credits may be reserved for a period of 12 months upon the receipt of a non-refundable deposit of 10%
of the purchase price. Should credits not be reserved, they will be sold on a first come, first serve basis.
Credit prices will be guaranteed for a period of 6 months from the date of this letter and are then
subject to change.
An invoice for this transaction will be sent upon your request and we will reserve the credits and price
for a period of 30 days from invoice. This letter is a Statement of Availability as of the date provided — it
is not a reservation of credits nor a guarantee of price.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
205-807-0800 or [e-mail] if you have any questions or need any additional
information.
Wildlands Holdings IV, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

HWILDLANGSoiOO
Sincerely,
Ian M. Hazelhoff
Wildlands Engineering, Inc.
Land Acquisition
[e-mail]
0: [phone] ext. 120
M: [phone]
Cc: Ms. Katie Merritt, NC DWR (bi-annually)
Mr. Troy Beasley, WithersRavenel
Ms. Sue Homewood, NC DWR
Wildlands Holdings IV, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

i0- WithersRavenel
.. our Peopte. Your Success.
Diffuse Flow Info
The proposed project consists of construction of a subsurface sewer line that will not create concentrated
stormwater flow through the buffer and therefore diffuse flow is not required. The proposed culverts to be
installed within the ephemeral drainages in the permanent maintenance corridor have been designed with
rip -rap dissipators which will dissipate flow to non -erosive velocities before sheet flowing through the
riparian buffer.
219 Station Road, Suite 1011 Wilmington, NC 28405
t: 910.256.9277 www.withersravenel.com I License No. C-0832
Asheville I Cary Greensboro I Pittsboro I Raleigh I Wilmington

Legend
oReedy Project Study Area
Stream Status
Intermittent
Perennial
Potential Wetlan s
Ponds
OData Forms
Stream 10-.p
Approx. 0.23
Approx. 1,422
1 +
i �
Acre
Linear Feet
� � . -;r .
New Wetland 7
-4
_ ;
Approx. 0.002 Acre
�-
Stream 5
Client:
-
Approx.2,389
INSET MAP
Stream 11
,
Linear Feet
Approx. 575
Linear Feet
,� _
,
Deep River Partners
Stream 12
Approx. 335
- h
� 4
rr 1�'F�
7r
-
� •
Linear Feet
+ ;,
,
Wetland 10
New Wetland 5
HPPI UX. U.0 I MU
uncai i cc�
..___, _....._.._.. _.—
New Wetland 8�
5955 Summit Avenue
New Wetland 1
Wetland
r
Approx. 0.08 Acre
Greensboro, Guilford County,
Approx. Acre
Average Width 8'
North Carolina
•
,�7. - �"
Wetland 9
Approx. 0.10
•
Acre ;p
Stream 2
Wetland 2
' �
Title:
Approx. 697 Approx. 0.04
of Stream
Potential
Linear Feet
Acre
I/P Point
I/P Point
Wetlands and Waters
of the US Map
New Wetland 9
`
Wetland 7
Approx. 0.002 Acre
Approx. 0.16
-�
Acre
Wetland 3b
_,
Wetland 8
Approx. 0.10
/
A
Approx.
Acre
1. POTENTIAL WATERS
Acre
r
Stream 6
F THE US WERE DELINEATE
.
Approx1,519
BY ECS ON
New Wetland 10
Linear Feet
OCTOBER 7-9, 2019
Approx. 0.10 Acre
,
V
2. FEATURES DEPICTED ON
M
THIS MAP WERE
Wetland 3a
/ �� +Stream
8
VERIFIED BY THE USACE
Approx. 0.06
Wetland 6
�
prox. 259
ON DECEMBER 10TH, 2019.
Acre
Approx. 0.31'
+
near Feet
!�
Acre
Drawn By: Checked By:
JDG WBF
Approx. 1,958
New Wetland 3
Wetland 4
Approved By: Date:
Linear Feet
� Approx. 0.14 Acre
Approx. 0.18
WBF 01/14/2020
ECS Project No.
Wetland 3 Stream 7
�
io
49:10310
New Wetland 4
1
Approx. 2.92 Approx. 550
Wetland 5
Pond 1
Approx. 0,05Acre
Acres Linear Feet
Approx. 0.50
Approx. 0.84
0
250
500 1,000
FIGURE 6
Acre
Acre
Feet

Legend
oReedy Project Study Area
Stream Status
VOW
Intermittent
Perennial
Potential Wetlands
Ponds
.cr>: �...�71� .� �.. tC. art' ;r �; 9 de9F$ •
Wfi -
Wetland 1
Approx. 0.23'. �-
Acre
0 Data Forms
�
.'zrr�« I"Air k; as � � f �.+,.: hjr,m ^ � :�ra� r r r;.'tr+ .l�i�
s��,ir�r+oi� .i . qi
bwrk�riW.11 x&I•dr
M.
atream z
Approx. 697
Linear Feet
New Wetland 1 , v f k � - + #� +` + +kT")
•� Approx. 0.01 Acre xf,aa' 6r P(J r'f J i j�• , 4
Average Wldth 8 ` �j2s
•''. � _ '.aQi .LSl. -�. fi:.? `�!�'NIW '`I� l.r'V 53
I/P point
of Stream 2
NIS
New Wetland 2
Approx. 0.01 Acre
0 90 180
r*40
360
wF
Deep River Partners
Project:
Reedy Fork Ranch Site
5955 Summit Avenue
Greensboro, Guilford County,
North Carolina
Potential
Wetlands and Wai
of the US Map
1. POTENTIAL WATERS
OF THE US WERE DELINEATED
BY ECS ON
OCTOBER 7-9, 2019
2. FEATURES DEPICTED ON
THIS MAP WERE
VERIFIED BY THE USACE
ON DECEMBER 10TH, 2019.
JDG I WBF
pproved By: Date:
WBF 01/14/2020
ECS Project No.
49:10310
INSET MAP

Legend
oReedy Project Study Area
Stream Status
Intermittent
Perennial
Potential Wetlands
Ponds
O/Data Forms
Fi
i
Stream 12
Approx. 335
Linear Feet
it
pt +L $ r New Wetland 6 `
Approx. 0.65
Acre
Stream 11
Approx.575
Linear Feet
1.
New Wetland 7
Approx. 0.002
Acre
Stream 10
Approx. 1,422
Linear Feet
a •.
1
1j +� < tJ pl 141
Wetland 10 :
Approx.0.28
0 50 100
I ,
Client:
Deep River Partners
200
� Feet
Project:
Reedy Fork Ranch Site
5955 Summit Avenue
Greensboro, Guilford County,
North Carolina
Title:
Potential
Wetlands and Wai
of the US Map
1. POTENTIAL WATERS
= THE US WERE DELINEATE
BY ECS ON
OCTOBER 7-9, 2019
2. FEATURES DEPICTED ON
THIS MAP WERE
VERIFIED BY THE USACE
ON DECEMBER 10TH. 2019.
JDG I WBF
Approved By: Date:
WBF 01/02/2020
ECS Project No.
49:10310
INSEJ MAP

N•
Legend
x Stream
�
Reedy Project Study Area
o
We10
tland 1
Approx.0.23 •.
,4
t. Approx.122
„�•
Acre
Linear Feet
,
New Wetland 7
Stream Status
r .,,^ 1�
' r� �.`. Approx. 0.002 Acre
Intermittent
Stream 5
-
Approx.2,389
Client:
Perennial
Stream 11
Linear Feet
Potential Wetlands
Approx. 575
Linear Feet
,J
Deep River Partners
Ponds
Stream 12
`
Approx. 335
r
Q Data Forms
Wetland 10
Linear Feet
_ -
New Wetland 5
Approx. 0.23
Approx. 0.01 Acre
Project:
Acre
New Wetland 6
y
Approx. 0.55 Acre
"
Stream 9
New Wetland 2
d''
Approx, 292
` Approx. 0.01 Acre
Linear Feet
Reedy Fork Ranch Site
New Wetland 8
5955 Summit Avenue
New Wetland 1
Approx. 0.08 Acre
Greensboro, Guilford County,
Approx.0.01 Acre
Average Width 8'
r
North Carolina
^
Wetland 9
y
= Approx. 0.10
`
Acre
Stream 2 Wetland 2
I/P point ��
*
�,
Title:
Approx. 697 Approx. 0.04
of Stream 3
!�
Potential
Linear Feet Acre
I/P Point I/P Point
'• ,'''
t�
Wetlands and Waters
E�•
of the US Map
New Wetland 9
Wetland 7
Approx. 0.002 Acre
Approx. 0.16
�i4'
Acre
Wetland 3b
Wetland 8
Approx. 0.10Acre
/
Approx. 0.19
1. POTENTIAL WATERS
Acre
Stream 6
F THE US WERE DELINEATE
'
Approx. 1,519
BY ECS ON
New Wetland 10
,�
Linear Feet
OCTOBER7-9,2019
Approx. 0.10 Acre
/
�
2. FEATURES DEPICTED ON
M
THIS MAP WERE
Wetland 3a
r'1 +
Stream 8
�t
d/
VERIFIED BY THE USACE
Approx. 0.06
Wetland 6
,
Approx. 259
{�+
ON DECEMBER 10TH, 2019.
Acre
Approx. 0.31
•
Linear Feet
,
Drawn By: Checked By:
s
yr
JDG WBF
Stream 3
Approx. 1,958
S
Approved By: Date:
Linear Feet
New Wetland 3
Approx. 0.14 Acre
Wetland 4
Approx. 0.18
WBF 01/14/2020
# r
Acre
ECS Project No.
Stream 7
49:10310
New Wetland 4
AWrlxn292
pp o.Approx.
550
Wetland 5
Pond 1
7
Approx. 0,05 Acre
-. Acres
Linear Feet
Approx. 0.50
Approx. 0.84
0 250
500 1,000
FIGURE 6
--
Acre
Acre
Feet