20220984 Ver 1_Riparian Buffer Authorization Request_20220720

Buffer Authorization Application Form
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) Buffer Authorization Online Form -
Update 10/23/2018
Original Submittal 7/20/2022
A. Owner/Applicant Information
General Information
Primary Contact Email: *
Who is submitting the application?*
1. Property Owner Information:
..........................................................................................
la. Name on Recorded Deed:*
1b. Responsible Party:
lc. Mailing Address:*
1d. Telephone:* [phone]
3. Agent Information:
3a. Name:
3b. Company Affiliation:
[e-mail]
Please list the contact person's email for questions or payment on this project if needed.
Owner
Applicant other than Owner
Agent
Stanley Martin Homes, LLC
Brian Ketchem
(for Corporations)
Street Address
4020 Westchase Boulevard
Address Line 2
City State / Province / Region
Raleigh NC
Postal / Zip Code Country
27607-3938 US
3c. Mailing Address: Street Address
Address Line 2
City
Postal / Zip Code
3d. Telephone:
le. Email Address:* [e-mail]
m
3e. Email Address:
State / Province / Region
Country
3f. Attach a signed and dated copy of the agent Click the upload button or drag and drop files here to attach document
authorization form.
PDF Only
B. Project Information and Prior Project History

1. Project Information
1 a. Name of Project: *
White Street Village
(Subdivision, facility, or establishment name)
1b. Is this a publicly -funded transportation project?*
Yes
• No
Id. Subdivision Name: White Street Village
le. Nearest Municipality: Wake Forest
If. Property Size: 3.10
acres
lg. County (or Counties) where the project is located:*
Wake
lh. Property ID# Date of Purchase
1841524174
Tax PIN or Parcel id
li. Deed Information
4/18/2022
Type of Book
Book#
Page#
Deed
018992
01894
Map
1j. Attach a copy of the recorded map that indicates when the lot was last platted.
Click the upload button or drag and drop files here to attach document
388.81 KB
Plat Map_2008-898.pdf
PDF only
1 k. How would you like to provide the Latitude and Longitude information? *
0 Address Lookup
® Manually
Latitude* 35.981125
Longitude* -78.508240
11. Is the project located in any of North Carolina's twenty coastal counties?*
Yes
• No
2. Surface Waters
2a. Name of the nearest body of water to proposed project: *
Spring Branch (27-23-4-1)
2b. Water Quality Classification of nearest receiving water:
C;NSW
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
132
(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 is a redevelopment project. Existing conditions onsite consists of a parking lot
and a retail shopping center buildings. Specifically, there is one (1) perennial stream
located on the property. The perennial stream enters the property from a culvert
outlet under E. Spring Street, flows south for about 132 feet to a culvert inlet prior to
the existing shopping center buildings, flows in the culvert around the shopping
center for about 430 feet, then outlets to the property to the southeast, flowing east
for approximately another 250 feet before entering another culvert for another
approximately 450 feet under parking areas, E. Roosevelt Ave and Wait Ave. General
land use in the vicinity of the project consists of vacant forest land to the north,
residential to the east, commercial to the southeast (auto shop that is being
redeveloped), CVS pharmacy to the south, and commercial to the west (gas station,
mini -storage, etc.). North White Street bounds the property to the west and East
Spring Street bounds the property to North.
3b. Attach an 8'/2 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 document
USGS.pdf
PDF only
1.04MB
3c. Attach an 8'/2 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 document
Soil Survey.pdf
PDF only
4. Proposed Activity
251.77KB
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used: *
This project proposes the construction of a multi -family residential development
including but not limited to; roadway infrastructure, six (6) multi -unit residential
buildings, utilities, and SCMs. Specifically, there are two (2) buffer impacts associated
with road construction. Equipment typically used for construction and earthwork such
as backhoes, bulldozers, excavators, graders, pavers etc. will be utilized for this
project.
Attach a site plan as applicable to the project:
Click the upload button or drag and drop files here to attach document
White St Village_Impact Exhibit_24x36_2022-03-
794.71 KB
24.pdf
White St Village_Existing Conditions
Plan_24x36_2022-05-12.pdf
PDF only
5. Jurisdictional Determinations
731.46KB
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?*
Cs Yes
C No
5b. Who did the determination on the jurisdictional areas?
Who did the determination?
List name if known
Date
Attach

State
06/01/2022
Josh Brigham
(Name if known)
DWR-
NBRRO 21-
158_1June20...
2.55...
pdf only
*** Please include the date of the determination and upload a copy of the determination.
Comments:
Note that no impact to potentially jurisdictional streams, wetlands or other waters are
proposed as this is a redevelopment project within the footprint of an existing
shopping center development and fill slopes. Only impacts proposed are to
previously disturbed buffers (vegetated/pervious but prior fill slopes and graded
areas, not natural).
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
Yes
• No
7. Future Project Plans
7a. Is this project a phased project?*
C. Proposed Impacts Inventory
.........................................................................................................................................
Buffer Impacts
O Yes
O No
Project is in which protected Basin?*
• Neuse River Basin (15A NCAC 02B.0233)
C Catawba River Basin (15A NCAC 02B.0243)
C Randleman Lake Watershed (15A NCAC 02B.0250)
C Tar -Pamlico River Basin (15A NCAC 02B.0259)
C Jordan Lake Watershed (15A NCAC 02B.0267)
C Goose Creek Watershed (15A NCAC 02B.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*
Impact Type
Zone 1
Zone 2
Impact 1 - Road
Crossing
Map label (e.g. Road
Crossing 1)
Stream A
Permanent
(P)
Perm or Temp
Allowable
w/
mitigation
2,239.
00
Square
Feet
3,463.
00
Square
Feet
Impact 2 - Road
Crossing
Map label (e.g. Road
Crossing 1)
Stream A
Permanent
(P)
Perm or Temp
Allowable
1,315.
00
Square
Feet
1,085.
00
Square
Feet
Total Zone 1 Impacts: 3,554.00
Total Zone 2 Impacts: 4,548.00
Total Buffer Impacts: 8,102.00

Comments:
Note that Impact 2 is a perpendicular crossing of a buffer, while Impact 1 is primarily
a parallel impact. As such mitigation is proposed for Impact 1, but not Impact 2.
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.
S&EC completed a wetland delineation and Neuse River Buffer evaluation for the
entire property so that natural resources could be identified and impacts minimized to
the maximum extent practicable. There are no impacts proposed to potentially
jurisdictional streams, wetlands or other waters. Impact 1 is proposed permanent
buffer impacts for a road crossing. This road crossing is necessary to access the
development from East Spring Street as well as provide an additional point of ingress
and egress for the proposed development. Retaining walls and headwalls will be
utilized to minimize impacts and avoid any stream impacts. A portion of this impact
will be occurring at already existing impervious areas. Compensatory mitigation @ a
3:1 mitigation ratio for Zone 1 and @ a 1.5:1 mitigation ratio for Zone 2 will be used to
offset the permanent buffer impacts. Impact 2 is proposed permanent buffer impacts
for a road crossing. This road crossing is necessary to connect portions of the
residential development and will occur at a section of existing impervious area. A
retaining wall will be utilized to minimize impacts and avoid any stream impacts. This
crossing is also located at a perpendicular angle with the top of the drainage.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Pump around with coffer dams, super silt fencing, diversion ditches, and filter sock
sediment traps will be utilized to avoid/minimize proposed impacts through
construction techniques.
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
Required Mitigation
2,239.00
Square Feet
3
6,717
Square Feet
Zone 2
Total Impact
Multiplier
Required Mitigation
3,463.00
Square Feet
1.50
5,194.50
Square Feet
2b. What is the mitigation plan proposed for this El Payment to private mitigation bank
project?* 0 Payment to Division of Mitigation (DMS)
0 Permittee responsible mitigation
2e. Attach statement of availability from mitigation provider. *
Click the upload button or drag and drop files here to attach document
RS RBC SOA White Street 7.19.2022.pdf 165.57KB
PDF only
2g. Comments:
E. Diffuse Flow Plan

la. What type of SCM are you providing?*
C; Level Spreader
C Vegetated Conveyance (lower SHWT)
C Wetland Swale (higher SHWT)
E Proposed project will not create concentrated stormwater flow through the buffer
C 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 document
White St Village_Impact Exhibit_24x36_2022-03-
24.pdf
PDF only
F. Supplementary Information
Environmental Documentation
794.71 KB
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
O Yes
O 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)?
Yes
• No
2b. Is this an after -the -fact buffer authorization application?
Yes
• No
G. Additional Information
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments:
Additional Comments:
H. Sign and Submit
By digitally signing below, I certify that:
Click the upload button or drag and drop files here to attach document
PDF only
o I have given true, accurate, and complete information on this form;
▪ 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")
o 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: * Bob Zarzecki
Signature

Submission Date: (Auto populated field)

Initial Review
Is this accepted into the review process?* O Yes 0 No
Is this project a public transportation project?*
O Yes
O No
ID#* 20220984
Version:* 1
Select Reviewer:* Colleen Cohn:eads\cmcohn
Select Reviewing Office* Raleigh Regional Office - [phone]
Has payment been received?* ® No Payment Needed
O Fee Received
O Need Fee - send electronic notification

Project Number:
14765.W1
Project Manager:
BZ
Scale:
1" = 1000'
Date:
5/5/2021
Map Title:
Figure 1 - USGS Map
Downtown Wake Forest
Assemblage
Wake Forest, NC
Source:
2019 Wake Forest, NC Quad
0 1,000
Feet
MOM
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2,000
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Figure 2 - Soil Survey Map
Project Manager: I I I I I I I I I
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Scale: Assemblage
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Source: Soil &Environmental Consultants, PA
Date: Wake County EC 9412 Falk of\eia.RuaLL Run.104.Raleigh.NCl IL5•i'ho (9198.46.99d •i ma-(9 l9)19)5-9J6
5/5/2021 Soil Survey Sheet 11 ��`�

BKBM2008PG00898
WAKE FOREST
WOi1- Ave.
Roosevelt Ave.
VICINITY MAP -NOT TO SCALE
STATE OF NORTH CAROLINA WAKE COUNTY
I. SCOTT WILSON. CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM
AN ACTUAL SURVEY MADE UNDER MY SUPERVJ•S,J,ON.
DEED IKSca.IPTION RECORDED IN BOOK_.5&b. __.
PAGE_ ; THAT THE BOUNDARIES NOT
SURVEYED ARE CLEARLY INDICATED AS DRAWN
FROM INFORMATION FOUND IN BOOK
PAGE ; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:_LLAPDO ; THAT
THIS PLAT WAS PREPARED IN ACCORDANCE WITH
G.S. 47-30 AS AMENDED.
WITNESS MY ORIGINAL SIGNATURE, LICENSE
NUMBERI 5 �L THIS �/ DAY
OF �" . A.D.. 2008.
PROFESSIONAL LAND SURVEYOR - LICENSE # 2601
I. SCOTT WILSON. PROFESSIONAL LAND SURVEYOR NO. L-2601
CERTIFY TO ONE OR MORE OF THE FOLLOWING AS INDICATED.
A. THAT THIS PLAT IS OF A SURVEY THAT CREATES A SUBDIVISION
OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT
HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND:
B. THAT THIS PLAT IS OF A SURVEY THAT IS LOCATED IN SUCH
PORTION OF A COUNTY OR MUNICIPALITY THAT IS UNREGULATED
AS TO AN ORDINANCE THAT REGULATES PARCELS OF LAND:
C. THAT THIS IS OF A SURVEY OF AN EXISTING PARCEL OR PARCELS
OF LAND AND DOES NOT CREATE A NEW STREET OR
CHANGE AN EXISTING STREET;
D. HAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY. SUCH AS
THE RECOMBINATION OF EXISTING PARCELS. A COURT -ORDERED SURVEY
OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISION:
E. THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR IS SUCH THAT
I AM UNABLE TO MAKE A DETERMINATION TO THE BEST OF MY
PROFESSIONAL ABILITY AS TO PROVISIONS CONTAINED..IN (A)
THROUGH (0) ABOVE.
SCOTT WILSON
WAKE COUNTY, NC 308
LAURA M RIDDICK
REGISTER OF DEEDS
PRESENTED & RECORDED ON
05/07/2008 AT 14:10:03
BOOK:BM2008 PAGE:00890
STATE OF NORTH CAROLINA
COUNTY OF WAKE
P.L.S. NO. 2601
I. CHAD SARY. REVIEW OFFICER OF THE
CERTIFY THAT THE MAP OR PLAT TO WHI
IS AFFIXED MEETS ALL STATUTORY
DA E
LEGEND
ECM = EXISTING CONCRE I'E MARKER
EIP = EXISTING IRON PIPE
NIP = NEW IRON PIPE
PKN = PK NAIL
R / W = RIGHT OF WAY
B.O.M. = BOOK OF MAPS
D.B. = DEED BOOK
R=29.00
L=44.60
CB=N 28°21'44"W
CD=40.34
R=225.50
L=19. 11
CB=N 66°32'56"W
CD=19.11
R=200.00
L=24.89
CB=N 60°33'23"W
CD=24.87
BROOKS STREET
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TOWN OF WAKE FOREST.
CH THIS CERTIF CATION
REMENTS FOR CORDING.
REVIEW OFFICER
APPROVED FOR RECORDING BY THE TOWN OF WAKE FOREST
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PIN : 1841-51-1831
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PIN : 1841-51-1961
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= 0.5524 ACRES
24,064 SQ. FT. 5
S 10°59'56"W 163.08
EXISTING BUILDING
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45,028 SQ. FT.
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PROPERTY OWNERS
EVANSTON HORNER, LLC
PIN 1841-52-4076
PIN 1841-51-3951
5306-101 SIX FORKS RD.
RALEIGH, N.C. 27609
PH: 919-782-2727
S 11°54'40"W
JAMES B. HOLDING
PIN 1841-51-3716
PIN 1841-51-3823
P.O. BOX 648
WAKE FOREST, N.C. 27588-0648
PH: 919-556-4347
WAKE FOREST DEVELOPERS, LLC
PIN 1841-51-2889
5306-101 SIX FORKS RD.
RALEIGH, N.C. 27609
PH: 919-782-2727
et al
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MY COMMISSION EXPIRES :____Uel�.(�° JL
STATE OF
COUNTY OF
DAT
PRINTED NAME: _
2008. ♦
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N 16°25'45"E
PUBL 11
Aziz Ur and Barbara Rehmon
PIN : 1841-52-2148
Zoning : RA-UC
Use : Single Family
NEW RECOMBINED AREA
LOT 3
= 3.1033 ACRES
135,178 SQ. FT.
EXISTING ASPHALT PARKING LOT
OLD PIN 1841-52-4076
OLD AREA = 3.9 ACRES
EX HYD.
493.10EXP
EDGE of PAVEMENT
EX SS MB,
89.8
of 06 i / EIP-CONTROL CORNER
S 20°
15'01
°W
162.37
Unknown Owner
No Deed Reference
PIN : 1841.19-52-7000
SITE DATA
ZONING = RA-UC
NEW LOT AREA = 4.6894 ACRES
204,270 SQ. FT.
NEW DEDICATED R/W AREA = 0.0906 ACRES
3946 SQ. FT.
BUILDING SETBACKS:
RENAISSANCE - FRONT: 0-15' MAX.
SIDE: 0'
REAR: 20'
1
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coomoitltfit
CERTIFICATE OF OWNERSHIP AND DEDICATION
I HEREBY CERTIFY THAT 1 AM THE OWNER OF THE
PROPERTY SHOWN AND DESCRIBED HEREON. WHICH
IS LOCATED IN THE SUBDIVISION JURISDICTION
OF WAKE FOREST. AND THAT I HEREBY ADOPT THIS
PLAN OF SUBDIVISION WITH MY FREE CONSENT.
ESTABLISH MINIMUM BUILDING SETBACK LINES
AND DEDICATE ALL STREETS. ALLEYS. WALKS.
PARKS AND OTHER SITES AND EASEMENTS TO PUBLIC
OR PRIVATE USE AS NOTED. FURTHERMORE. I HEREBY
DEDICATE ALL SANITARY SEWER. STORM SEWER AND
WATER LINES TO THE TOWN OF WAKE FOREST.
OR OTHER PUBLIC ACENCY AS ST TED ON THIS PLAT.
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EXISTING BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
T
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Arahibold P. Johnson
PIN 1841-52-6189
Zoning . R-8
Use : Vaoant
REFERENCES
B.O.M. 1996 PG. 1158
D.B. 5523 PG. 794
D.B. 11629 PG. 843
D.B. 11629 PG. 840
D.B. 4394 PG. 50
IN BOOK OF MAPS o� PAGE, WAKE COUNTY REGISTRY.
REV.
DATE
DESCRIPTION
BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
•6310 CHAPEL HILL ROAD, SUITE 250
RALEIGH, NORTH CAROLINA 27607
.10405E LIGON MILL ROAD
WAKE FOREST, NORTH CAROLINA 27587
*TELEPHONE: [phone],22 OR [phone]
FAX: [phone] (Ral.), [phone] (WF)
SURVEYED BY
DRAWN BY
PM
CHECKED BY
SW
DATE
01-10-08
rn
3
ATE
DAT
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DATE
EX PP E0
W
THOMAS R. ANE G. WRIGHT. et al
Ex PP
ELE
EX PP
- St.; -11-
0.42
Melissa Montague o/o Johnny Hayes
PIN : 1841-52-6302
Zoning t RA -UC
45.637.8400
PIN
Use : Vacant
EIP
co
EX PP
EX PP
uu
row
NOTES
1. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
2. AREAS COMPUTED BY COORDINATE GEOMETRY.
3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND
MAY BE SUBJECT TO ANY MATTERS THAT A FULL TITLE SEARCH WOULD DISCLOSE.
4. PROPERTY IS SUBJECT TO UTILITY EASEMENTS OF RECORD AND TO A 10' UTILITY
EASEMENT ENVELOPE.
5. PROPERTY IS ZONED RA-UC.
6. THERE ARE NO FEMA DESIGNATED FLOOD HAZARD AREAS ON THIS SITE. SEE FEMA'S
FLOOD INSURANCE RATE MAP # 3720184100J WITH EFFECTIVE DATE or MAY 2, 2006.
7. MAINTENANCE OF PUBLIC DRAINAGE EASEMENT TERMINATES AT THE END OF
PIPE/STRUCTURE. REMAINDER OF EASEMENT IS PRIVATE.
8. ALL EASEMENTS ARE CENTERED ON PIPE/FACILITY/UTILITY UNLESS OTHERWISE NOTED.
SU-05-06
RECOMBINATION, R/W DEDICATION & EASEMENT PLAT
FOR CVS SITE
PROPERTIES OF
EVANSTON HORNER, LLC,
WAKE FOREST DEVELOPERS, LLC
& JAMES B. HOLDING
TOWN OF WAKE FOREST WAKE COUNTY N.C.
SHEET
OF

LEGEND
OHW
W
SS
365
OHW
W
SS
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SS
//
W
SS
365
LD
1P
LD
TP
SS
EX. 30" CUR
& GUTTER
cso
W
9
M
0)
07,
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. EASEMENT
EX. OVERHEAD ELECTRIC LINE
EX. WATER LINE
EX. SANITARY SEWER
EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1')
PROP. RIGHT-OF-WAY
PROP. EASEMENT
PROP. BUFFER
PROP. SETBACK LINE
PROP. FENCE
PROP. WATER LINE
PROP. SANITARY SEWER
PROP. STORM SEWER
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR (1')
PROP. LIMIT OF DISTURBANCE
PROP. TREE PROTECTION FENCE
PROP. BUFFER ZONE 2 IMPACTS
PROP. BUFFER ZONE 1 IMPACTS
I EX. 36" RCP
�l I
/th
PROP. 24' X 50'
2-CONDO UNIT (TYP.)
M
M
M
PROPOSED IMPACTS
ZONE
AREA (SQ. FT.)
1
3,554
2
4,548
EX. 36" FLARED END SECTION
(TO BE REMOVED AND
REPLACED WITH CONCRETE
HEADWALL)
EX. SANITARY SEWER
MANHOLE (TYP.)
N/F
VANN, ANDRE S
PIN: 1841526276
ZONING: UR
USE: DWELLING -SINGLE
FAMILY
PROP. JUNCTION
STRUCTURE
TOP: 368.00'
INV: 364.70'
EXTEND EX. 60" RCP TO
PROP. JUNCTION _
STRUCTURE AS SHOWN
N/F
BARNES, MELISSA HEIRS
MONTAGUE, ROSA HEIRS
PIN: 1841526302
ZONING: UMX
USE: VACANT
EX. 50' NEUSE
RIPARIAN STREAM
BUFFER (TYP.)
ZONE
2
EX. 60"RCP T
ZONE 1 /
EX. STREAM TOP OF BANK /
EX. 8" SANITARY
SEWER; MATERIAL
UNKNOWN
PROP. 30' CITY OF
SSA SS--- RALEIGH SANITARY
SEWER ESMT.
- PROP. RETAINING WALL — — —
' WITH 4' BLACK ALUMINUM
— — FENCE ON TOP OF WALL
BUILDING 1
PROP. 30" BORDER
CURB
9
mpact 1
ZONE 1 BUFFER
IMPACTS = 2,239 SF
AA
/VI
M
M
M
M
M
M
— CORE PROP. HDPE PIPE
INTO 60" RCP AND SEAL
WITH GROUT (TYP.)
Ss
ZONE 2 BUFFER
IMPACTS = 3,463 SF
N/F
BAJO LLC
PIN: 1841527200
ZONING: UR
USE: VACANT
PROP. 272 LF 60"
RCP @ 3.0%
PROP. 30"
STANDARD
CURB &
GUTTER
PROP. RETAINING WALL
FOR STEP-DOWN
BETWEEN UNITS (TYP.)
BUILDING 4
PROP. 30" BORDER
CURB
01 (1l al 0l
•
BUILDING 2
Dl
CC
Dl
CC
Dl
ss
N/F
JOHNSON, A P
HEYWARD G WALL,
GUARDIAN
PIN: 1841527000
ZONING: UR
USE: VACANT
PROP. RETAINING WALL
WITH 4' BLACK ALUMINUM
FENCE ON TOP OF WALL
Dl
SS
LD
EX. 50' NEUSE
RIPARIAN STREAM
BUFFER (TYP.)
PROP. 30" VALL Y
GUTT R
BUILDING 5
i
Dl Dl 0l dl
ss ss ss
N WHITE ST
VARIABLE WIDTH PUBLIC R/W
EX. STREAM TOP OF BANK
N
EX. 8" SANITARY
SEWER; MATERIAL
UNKNOWN
EX. HEADWALL
APPROX. INV. 356.50'
PROP. HEADWALL
INV. 356.50'
ss
LD
BUILDING 3
/v /
EX. 36 RCP
LD
sImpact 2
ZONE 1 BUFFER
IMPACTS = 1,315 SF
BUILDING 6
PROP. RETAINING WALL
WITH 4' BLACK ALUMINUM
FENCE ON TOP OF WALL
PROP. 30" STANDARD
CURB & GUTTER
_ _ 111..1111111.1.111EN.
RAN
ss
ss
dl
al
ss ss
dl
SS
dl
v =/
EX. YARD INLET
LD
SS
Dl
LD
O,
N/F
BLINSON
BUILDINGS INC
PIN: 1841516796
ZONING: UMX
USE: VEHICLE
SALES &
SERVICES
1
IMPACTS = 1,085 SF
N/F
WAKE FOREST
DEVELOPERS LLC
PIN: 1841514840
ZONING: UMX
USE: GENERAL
COMMERCIAL
(CVS PHARMACY)
� b
ss ss
SS -
S`.
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV
DESCRIPTION
DATE
BY
ORIGINAL PLAN SIZE: 24" X 36"
20 10 0 20
SCALE: 1 INCH = 20 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
EXHIBIT
WHITE STREET VILLAGE
N WHITE ST
WAKE FOREST, NC
AGNC VENTURES I, LLC
DATE:
03-18-2022
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
21048
IMPACT EXHIBIT
c-1
SHEET 1 OF 1
© 2022 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

NOTES
1. BOUNDARY AND TOPOGRAPHIC SURVEY BY BNK.
2. THERE ARE NO FLOOD PRONE AREAS PRESENT PER FEMA
FIRM PANEL NO. 3720184100J, EFFECTIVE 05/02/06.
3. SITE SOILS ARE Ur, URBAN LAND, PER THE USDA NRCS
SOIL SURVEY.
4. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A
REPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT
EXTENT.
5. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO
BEGINNING WORK.
6. THE CONTRACTOR SHALL VERIFY DEPTHS AND
LOCATIONS OF ALL UTILITIES PRIOR TO BEGINNING WORK
AND SHALL USE CARE WHEN OPERATING AROUND
EXISTING UTILITIES.
7. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE
FOR THE REPAIR OF ANY EXISTING UTILITIES DAMAGED
DURING CONSTRUCTION.
I
EX. ROAD IS 29' B-B
EX. SANITARY
SEWER MANHOLE
RIM: 374.52'
INV OUT.. 365.06'
0)
ss
EX. 8" VCP
SANITARY SEWER
OHW
co
EX. CURB
RAMPS;
SHALL BE
CONFIRMED
TO BE ADA
COMPLIANT
OR
REPLACED
EX. CURB INLET
TOP: 374.91'
INV IN: 366.85'
INV OUT. 366.61'
LEGEND
EX. 36" FLARED END SECTION
(TO BE REMOVED AND
jREPLACED WITH CONCRETE
HEADWALL)
EX. SANITARY
SEWER MANHOLE
RIM: 371.76'
INV IN: 361.94'
INV OUT: 361.89'
APPROX. LOCATION EX. 8"
WATER LINE; DEPTH AND
MATERIAL UNKNOWN
EX. OVERHEAD ELECTRIC (TO
BE PLACED UNDERGROUND
ALONG FRONTAGE)
EX. CONCRETE PAD,
RETAINING WALLS, AND
LOADING DOCK (TO BE
EX. WATER METER (TO BE
REMOVED/ABANDONED PER
CORPUD STANDARDS)
EX. WATER
VALVES
EX. 30" CURB
& GUTTER
EX. POWER POLES
(TO BE REMOVED)
EX. 4' TO 5'
SIDEWALK (TO BE
REMOVED ALONG
APPROX. LOCATION EX. 8" DIP
WATER LINE; DEPTH UNKNOWN
EX. FIRE
HYDRANT (TYP.)
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
OHW
SS
365
OHW
SS
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. EASEMENT
EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1')
EX. OVERHEAD ELECTRIC LINE
EX. WATER LINE
EX. SANITARY SEWER
EX. CHANNEL/STREAM BUFFER
21" PINE EX. SPECIMEN TREE
21" PINE
EX. SPECIMEN TREE _
TO BE REMOVED
RIPARIAN STREAM
BUFFER (TYP.)
N/F
BARNES, MELISSA HEIRS
MONTAGUE, ROSA HEIRS
PIN: 1841526302
ZONING: UMX
USE: VACANT
EX. STREAM TORQF BANK
EX. SANITARY SEWER
CLEAN -OUTS (TO BE
PER CORPUD STANDARDS)
EX. POWER POLE (TO
BE REMOVED)
EX. OVERHEAD ELECTRIC
(TO BE REMOVED)
EX.
APPROX.
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF WAKE FOREST, CITY OF
RALEIGH, AND NCDOT STANDARDS AND
EX. CONCRETE PAD
AND ELECTRICAL
TRANSFORMER (TO
BE REMOVED)
PROP.
EX. 8" SANITARY
SEWER; MATERIAL
UNKNOWN
Ss
Ss
N/F
VANN, ANDRE S
PIN: 1841526276
ZONING: UR
I / USE: DWELLING -SINGLE
FAMILY
24" PINE
w: I 1 r
r '0(,)
//
APPROX. LOCATION EX.
UNDERGROUND
STRUCTURE (TO BE
23" PINE
EX. 8" SANITARY
SEWER; MATERIAL
UNKNOWN
EX.
TRANSFORMER
(TO BE REMOVED)
EX. POWER POLE (TO
BE REMOVED)
EX. OVERHEAD ELECTRIC (TO
BE PLACED UNDERGROUND -
ALONG FRONTAGE)
N/F
BAJO LLC
PIN: 1841527200
ZONING: UR
USE: MANUFACTURED
HOME
EX. CONCRETE
PADS (TO BE
APPROX. LOCATION EX.
UNDERGROUND
STRUCTURE (TO BE
BE REMOVED)
EX. BOLLARD (TO
BE REMOVED)
(TYP.)
EX. UTILITIES (TO
BE REMOVED)
EX. 8" SANITARY
SEWER (TO BE
REMOVED)
EX. WATER METER (TO BE
REMOVED/ABANDONED PER
CORPUD STANDARDS)
EX. SANITARY
SEWER MANHOLE
RIM: 377.39'
INV IN: 360.59'
INV OUT. 360.51'
EX. GAS METER (TO BE
EX. 24,595 SF ONE-STORY
MASONRY BLDG. (TO BE
EX. MONITORING
WELL (TO BE
ABANDONED)
EX. POWER POLES
(TO BE REMOVED)
EX. OVERHEAD ELECTRIC (TO
BE PLACED UNDERGROUND
ALONG FRONTAGE)
EX. FIBER OPTIC AND TEL.
PEDESTAL (TO BE
REMOVED OR RELOCATED)
EX. APPROX.
21" PINE
20'1 POPLAR
Ss
EX. CURB INLET
SS SS_ SS SS
N/F
JOHNSON, A P
HEYWARD G WALL,
GUARDIAN
PIN: 1841527000
ZONING: UR
USE: VACANT
EX. CURB (TO BE
REMOVED)
26" PINE
Ss
IEX. 8" SANITARY
SEWER MANHOLES
(TO BE REMOVED)
1111111111
1111111111
EX. SANITARY
SEWER MANHOLE
RIPARIAN STREAM
BUFFER (TYP.)
c,
co
EX STREAM TOP OF BANK
/<<6
EX. 8" SANITARY a
SEWER; MATERIAL
UNKNOWN
EX. HEADWALLS
(TO BE REMOVED)
BE REMOVED)
EX. 36" CMP (TO
BE REMOVED)
EX. 8" SANITARY
SEWER MANHOLES
(TO BE REMOVED)
EX. 20' SANITARY
SEWER ESMT. (TO
BE ABANDONED)
EX. 8" SANITARY
SEWER (TO BE
EX. SIGNS (TO BE
SS SS
2-6" PINE
\ EX. YARD INLET
(TO BE REMOVED)
EX. LIGHT (POLE TO
BE REMOVED WITH
SITE) (TYP.)
VARIABLE WIDTH PUBLIC R/W
\— EX. ASPHALT (TO BE
EX. SANITARY
SEWER MANHOLE
RIM: 363.89'
INV IN (NV10: 351.46'
INV OUT: 351.26'
(TO BE
REMOVED ,
TO PROP.
JB-18)
immon
Ar
ss
EX. 36" CMP (TO
BE REMOVED)
EX. CURB & GUTTER
(TO BE REMOVED)
EX. MONITORING
WELL (TO BE
ABANDONED)
EX. 8" SANITARY
SEWER (TO BE
REMOVED)
ss
EX. 8" SANITARY
N SEWER MANHOLE
(TO BE REMOVED)
EX. 20' TOWF
DRAINAGE ESMT.
(TO BE ABANDONED)
EX. DRIVEWAY CUT
TO BE CLOSED WITH
CURB & GUTTER TO
MATCH EXISTING
SS \\_ SS S S
EX. 8" VCP
SANITARY SEWER
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY
THE TOWN OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT.
THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
PUBLIC WORKS/ENGINEERING
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY
THE TOWN OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT
BE EDITED ONCE ISSUED.
N/F
BLINSON
BUILDINGS INC
PIN: 1841516796
ZONING: UMX
USE: VEHICLE
SALES &
SERVICES
ss
SANITARY
SEWER
EX. CURB INLET
N N (TO BE REMOVED)
BE REMOVED)
EX. YARD INLET
EX. 36" CMP
SANITARY SEWER
EX. CURB & GUTTER
EX. SANITARY
SEWER MANHOLE
RIM: 372.41'
INV IN: 362.46'
INV OUT. 362.44'
EX. MONITORING
WELL (TO BE
ABANDONED)
EX. YARD INLET
TOP: 362.15'
EX. STORM
MANHOLE
EX. 20'
SANITARY
ESMT.
BM
2008,
PG 898
co
N/F
WAKE FOREST
DEVELOPERS LLC
PIN: 1841514840
ZONING: UMX
USE: GENERAL
COMMERCIAL
(CVS PHARMACY)
IMMO
IMMO
EX. ELECTRICAL
VAULT
WATER AND SEWER PERMITS
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER
SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT
SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK.
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT #
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER
SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT
SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK.
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT #
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION TO ITS PUBLIC SEWER SYSTEM AND EXTENSION OF
THE PRIVATE SEWER COLLECTION SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTIONS
METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE
CITY'S PUBLIC UTILITIES HANDBOOK.
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT #
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROVAL IS VALID ONLY
UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A COPY OF
THE APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE WITH
THE PLANS KEPT ON FILE VVITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE ISSUED.
ANY MODIFICATION TO THIS APPROVAL ONCE ISSUED VVILL INVALIDATE THIS APPROVAL.
•
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
o
04;•••.N.9.1.x#N.Q-7/
REVISION HISTORY
REV
DESCRIPTION
DATE
BY
1
TOWF COMMENTS
5/12/2022
FLM
20 10 0 20
SCALE: 1 INCH = 20 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
WHITE STREET VILLAGE
N WHITE ST
WAKE FOREST, NC
AGNC VENTURES I, LLC
DATE:
03-18-2022
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
21048
EXISTING CONDITIONS &
DEMOLITION PLAN
C-4
PLANNING
CITY OF RALEIGH DEVELOPMENT APPROVAL
RALEIGH WATER REVIEW OFFICER
SHEET 4 OF 22
© 2022 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

RS
RESTORATION
SYSTEMS I LLC
Statement of Mitigation Credit Availability
Weaver Farm Riparian Buffer Mitigation Bank
Neuse River Basin 03020201— Outside Falls Lake
July 19, 2022
NC Division of Water Resources
Re:
Project:
Applicant:
USACE Rep:
Availability of Riparian Buffer Mitigation Credits
White Street Village, 150 North White Street, Wake Forest, NC
Stanly Martin Homes, LLC (Attn: Brian Ketchum)
April Norton
We are providing this letter to confirm that 13,394 sf of Riparian Buffer Mitigation Credits
(Credits) from the Weaver Farm Nutrient Mitigation Bank (Bank) are currently available
and may be used, once transferred, for compensatory mitigation relative to the White Street
Village project, and as proposed by Stanley Martin Homes, LLC (Applicant).
The Applicant may ultimately purchase the Credits, if they are available, following Permit
issuance. Should the Applicant purchase the Credits at that time, we will complete and
execute the Mitigation Credit Transfer Certificate.
We will additionally provide copies of the completed and executed Transfer Form to the
Applicant and NC Division of Water Resources. Transaction information in the updated Bank
Ledger will include relevant Permit and Applicant information as well as the number and
resource type of the debited Credits.
Should your office have any questions, please contact me at 919.334.9118.
Sincerely,
BARRETT JENKINS
Restoration Systems, LLC

LEGEND
OHW
W
SS
365
OHW
W
SS
. W
SS
//
W
SS
365
LD
1P
LD
TP
SS
EX. 30" CUR
& GUTTER
cso
W
9
M
0)
07,
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. EASEMENT
EX. OVERHEAD ELECTRIC LINE
EX. WATER LINE
EX. SANITARY SEWER
EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1')
PROP. RIGHT-OF-WAY
PROP. EASEMENT
PROP. BUFFER
PROP. SETBACK LINE
PROP. FENCE
PROP. WATER LINE
PROP. SANITARY SEWER
PROP. STORM SEWER
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR (1')
PROP. LIMIT OF DISTURBANCE
PROP. TREE PROTECTION FENCE
PROP. BUFFER ZONE 2 IMPACTS
PROP. BUFFER ZONE 1 IMPACTS
I EX. 36" RCP
�l I
/th
PROP. 24' X 50'
2-CONDO UNIT (TYP.)
M
M
M
PROPOSED IMPACTS
ZONE
AREA (SQ. FT.)
1
3,554
2
4,548
EX. 36" FLARED END SECTION
(TO BE REMOVED AND
REPLACED WITH CONCRETE
HEADWALL)
EX. SANITARY SEWER
MANHOLE (TYP.)
N/F
VANN, ANDRE S
PIN: 1841526276
ZONING: UR
USE: DWELLING -SINGLE
FAMILY
PROP. JUNCTION
STRUCTURE
TOP: 368.00'
INV: 364.70'
EXTEND EX. 60" RCP TO
PROP. JUNCTION _
STRUCTURE AS SHOWN
N/F
BARNES, MELISSA HEIRS
MONTAGUE, ROSA HEIRS
PIN: 1841526302
ZONING: UMX
USE: VACANT
EX. 50' NEUSE
RIPARIAN STREAM
BUFFER (TYP.)
ZONE
2
EX. 60"RCP T
ZONE 1 /
EX. STREAM TOP OF BANK /
EX. 8" SANITARY
SEWER; MATERIAL
UNKNOWN
PROP. 30' CITY OF
SSA SS--- RALEIGH SANITARY
SEWER ESMT.
- PROP. RETAINING WALL — — —
' WITH 4' BLACK ALUMINUM
— — FENCE ON TOP OF WALL
BUILDING 1
PROP. 30" BORDER
CURB
9
mpact 1
ZONE 1 BUFFER
IMPACTS = 2,239 SF
AA
/VI
M
M
M
M
M
M
— CORE PROP. HDPE PIPE
INTO 60" RCP AND SEAL
WITH GROUT (TYP.)
Ss
ZONE 2 BUFFER
IMPACTS = 3,463 SF
N/F
BAJO LLC
PIN: 1841527200
ZONING: UR
USE: VACANT
PROP. 272 LF 60"
RCP @ 3.0%
PROP. 30"
STANDARD
CURB &
GUTTER
PROP. RETAINING WALL
FOR STEP-DOWN
BETWEEN UNITS (TYP.)
BUILDING 4
PROP. 30" BORDER
CURB
01 (1l al 0l
•
BUILDING 2
Dl
CC
Dl
CC
Dl
ss
N/F
JOHNSON, A P
HEYWARD G WALL,
GUARDIAN
PIN: 1841527000
ZONING: UR
USE: VACANT
PROP. RETAINING WALL
WITH 4' BLACK ALUMINUM
FENCE ON TOP OF WALL
Dl
SS
LD
EX. 50' NEUSE
RIPARIAN STREAM
BUFFER (TYP.)
PROP. 30" VALL Y
GUTT R
BUILDING 5
i
Dl Dl 0l dl
ss ss ss
N WHITE ST
VARIABLE WIDTH PUBLIC R/W
EX. STREAM TOP OF BANK
N
EX. 8" SANITARY
SEWER; MATERIAL
UNKNOWN
EX. HEADWALL
APPROX. INV. 356.50'
PROP. HEADWALL
INV. 356.50'
ss
LD
BUILDING 3
/v /
EX. 36 RCP
LD
sImpact 2
ZONE 1 BUFFER
IMPACTS = 1,315 SF
BUILDING 6
PROP. RETAINING WALL
WITH 4' BLACK ALUMINUM
FENCE ON TOP OF WALL
PROP. 30" STANDARD
CURB & GUTTER
_ _ 111..1111111.1.111EN.
RAN
ss
ss
dl
al
ss ss
dl
SS
dl
v =/
EX. YARD INLET
LD
SS
Dl
LD
O,
N/F
BLINSON
BUILDINGS INC
PIN: 1841516796
ZONING: UMX
USE: VEHICLE
SALES &
SERVICES
1
IMPACTS = 1,085 SF
N/F
WAKE FOREST
DEVELOPERS LLC
PIN: 1841514840
ZONING: UMX
USE: GENERAL
COMMERCIAL
(CVS PHARMACY)
� b
ss ss
SS -
S`.
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV
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EXHIBIT
WHITE STREET VILLAGE
N WHITE ST
WAKE FOREST, NC
AGNC VENTURES I, LLC
DATE:
03-18-2022
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
21048
IMPACT EXHIBIT
c-1
SHEET 1 OF 1
© 2022 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

STATE
�o4
1 or 1.i .,).
ROY COOPER 1'l ey
Governor tiN'1f
DIONNE DELLI-GATTI *, .
Secretary
S.DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
June lit,2021
Alliance Group of NC,LLC
Jacob Anderson
7208 Falls of Neuse Rd,Suite 101
Raleigh,NC 27615
Subject: Buffer Determination Letter
NBRRO#21-158
Wake County
Determination Type:
Buffer Intermittent/Perennial
®Neuse(15A NCAC 2B .0714)
❑Tar-Pamlico(15A NCAC 2B .0734) ®Intermittent/Perennial Determination(where local
buffer ordinances apply)
0 Jordan(15A NCAC 2B .0267)(governmental
and/or interjurisdictional projects)
Project Name: Downtown Wake Forest Assemblage
Address/Location: 150 N.White Street,303 E.Roosevelt Avenue
Stream(s): Spring Branch
Determination Date: 6/1/2021 Staff:Josh Brigham
Stream EXPO) Not Subject Section Start@ Stop@ Soil USGS
Feature Subject(Z) Survey Topo
3 Culvert at
Off project approximately
boundary 35.981325,
-78.507895
2 Culvert at Culvert at
Stream A P X approximately approximately X X
35.981265, 35.981095,
-78507989 -78.508276
1 Culvert at Culvert at
approximately approximately
35.980001, 35.979497,
-78.507977 -78.507427
(I)E=Ephemeral,I=Intermittent,P=Perennial,NP=Not Present
(2)Refers to State riparian buffer rules only. Stream,wetland,or pond impacts are still subject to applicable water quality standards and permitting requirements.
Explanation: The stream(s)/pond(s)listed above has been located on the most recent published NRCS Soil Survey
of Wake County,North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale.
DEQ North Carolina Department of Environmental Quality I Division of Water Resources
Q) Raleigh Regional Office 13800 Barrett Drive I Raleigh,North Carolina 27609
N ud\ ie./ 919.791.4200

Downtown Wake Forest Assemblage
Wake County
6/1/2021
Page 2 of 2
Each feature that is checked"Not Subject"has been determined to not be an intermittent stream,perennial stream,a
pond connected to a stream feature,or the feature is determined not to be present. Stream features that are checked
"Subject"have been located on the property and possess characteristics that qualify it to be subject to the buffer
rules. There may be other streams located on the property that do not show up on the maps referenced above and are
therefore not subject to the buffer rules. However,if the stream features are present on the tract they are subject to
all other applicable North Carolina stream standards and permitting requirements as outlined in 15A NCAC 02B and
may be considered jurisdictional according to the US Army Corps of Engineers.
This on-site determination shall expire five(5)years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty(60)days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: c/o Paul Wojoski;DWR
—401&Buffer Permitting Unit;1617 Mail Service Center;Raleigh,NC 27699-1617. If sending via delivery
service(UPS,FedEx,etc.):Paul Wojoski;DWR—401&Buffer Permitting Unit;512 N.Salisbury Street;
Raleigh,NC 27604.
This determination is final and binding unless,as detailed above,an appeal is requested within sixty(60)
days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers(Raleigh Regulatory Field Office)at(919)-554-4884.
If you have questions regarding this determination,please feel free to contact Josh Brigham at(919)791-4251.
Sincerely,
14/4
Scott Vinson,Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office,Division of Water Resources,NCDEQ
cc: RRO DWR File Copy
Laserfiche
Consultant via e-mail,Bob Zarzecki, Soil&Environmental Consultants,PA,
bzarzeckina,sandec.corn
EQ�
d.prYe.M d Enrimmrmi puWry\\v'/`,
North Carolina Department of Environmental Quality I Division of Water Resources I Raleigh Regional Office
3800 Barrett Drive 11628 Mail Service Center I Raleigh,North Carolina 27699-1628
919.791.4200

Downtown Wake Forest Assemblage
Wake County, NC-DWR Project # 21-158
NRCS Soil Survey Sheet 11
Wake Co., NC 1970
Legend:
-project boundary
Base map provided by S&EC
:: Locations are approximate
and are provided for refer-
ence only ::
t
z

Downtown Wake Forest Assemblage
Wake County, NC-DWR Project # 21-158
USGS Topographical Map
Wake Forest Quadrangle 2019
Legend:
-Project boundary
Base map provided by S&EC
:: Locations are approximate
and are provided for refer-
ence only ::