HomeMy WebLinkAbout20200658 Ver 2_Pre-Filing Meeting Request_20210325DWR Pre -Filing Meeting Request Form
ID#*
Regional Office*
Reviewer List*
20200658
Version*
2
Raleigh Regional Office - (919) 791-4200
Stephanie Goss
Pre -Filing Meeting Request submitted 3/25/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Maria Poliai
maria@spanglerenvironmental.com
Weaver's Ridge
PRF Properties, LLC
Wake
Street Address
9407 Bartons Creek Rd
Address Line 2
City State / Bovine / Region
Raleigh NC
Ibstal / Zip Code Country
27604 Wake
Is this a transportation project?* r Yes (' No
Type(s) of approval sought from the DWR:
F 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit fJ Modification
F Shoreline Stabilization
Does this project have an existing project ID#?*
(' Yes r No
Please list all existing project ID's associated with this projects.*
DWR-20-0658
Do you know the name of the staff member you would like to request a meeting with?
Stephanie Goss
Please give a brief project description below and include location information. *
A new sanitary sewer line and greenway are proposed for the
previously permitted project, which will result in additional temporary
wetland impacts, temporary Zone 2 buffer impacts, and permanent
Zone 1 buffer impacts. A revised PCN and supplemental information
has been provided in the attachments.
Please give a couple of dates you are available for a meeting.
3/26/2021
3/31/2021
4/1/2021
4/6/2021
Please attach the documentation you would like to have the meeting about.
PCN Attachments Combo.pdf
Weaver's Ridge PCN updated 3.25.21.pdf
pdf only
8.74MB
345.74KB
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 3/25/2021
Page 1 of 10
PCN Form – Version 1.4 January 2009
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
1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
Yes No
For the record only for Corps Permit:
Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in-lieu fee program.
Yes No
1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below. Yes No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project:
2b. County:
2c. Nearest municipality / town:
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
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 2 of 10
4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 3 of 10
PCN Form – Version 1.4 January 2009
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees): Latitude: Longitude:
1c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
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:
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of the proposed project:
3e. Describe the overall project in detail, including the type of equipment to be used:
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Yes No Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.
6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
Page 4 of 10
PCN Form – Version 1.4 January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams – tributaries Buffers Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
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
W2
W3
W4
W5
W6
2g. Total Wetland Impacts:
2h. Comments:
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
S2
S3
S4
S5
S6
3h. Total stream and tributary impacts
3i. Comments:
Page 5 of 10
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)
O1
O2
O3
O4
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
Flooded Filled Excavated Flooded Filled Excavated
P1
P2
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required? Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
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 Other:
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
B2
B3
B4
B5
B6
6h. Total Buffer Impacts:
6i. Comments:
Page 6 of 10
PCN Form – Version 1.4 January 2009
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
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?
Yes No
2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type:
Type:
Type:
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature:
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 7 of 10
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 10
PCN Form – Version 1.4 January 2009
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? %
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project?
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 9 of 10
PCN Form – Version 1.4 January 2009
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes 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)?
Yes No
1c. 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 No
2b. Is this an after-the-fact permit application? Yes No
2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality? Yes 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.
Page 10 of 10
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat? Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? Yes No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Applicant/Agent's Printed Name
_______________________________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Date
/ /
i
_
50.04r
N 89'30'14" E
/
•
M.H.#20
14
3tTe'0
'87 26.8
/
/ 15
i1'0, 863 SF
0.25 c.
AD ELE.
351.300
' "74
1/
IJ♦ �1
,,L�■III■■%■■■■����,���/%cs-9•
N89790 •_�Y ll1..
11
:N
AREA
PACE
55A�
4
348.05
8,19
0.19
AD EL
351.650
7,116
351,300
.550
0
PAD ELE.
347.0 Qp
/ 346.05
PAD ELE,/
345.55
2
7,1778
0{18 Ac.
344.55
PAD\ ELE
345. Q\5
HP
24
6,626 SF
5 57-6
'11
I F
11� j
HP
- - � �������r�r►e:ei�.���.
759 a��i�uw� _ ca - �00' 353 �„! O.OiX 353.
� tritA rJ�Y�i'�� _�
-/19����®Ill,�i®a�� mI\�J�sm�i' J-_I I I ■ • ■ i/ 7�T.-:'lT7T�
■A■■■■ ►i t■: \►/■I�■Ii rni■■■■■11\■LJ■■■■►11■■■■\■\'■■�I■\.1■■A■■■■I■■■■\■■U.I •I ' I / �■■I ■� ■■r 4 1 ■ '1 11 1 M. 1! 1! ■ i� ■■! i
� YrYsr��. '•.7M l i ,' I _ - r • I i ■' • I I • .� '
Wes - �fi-- �7��►",QQ�,1~V,\� 'WWI■ t\\�■��• 17 A �, \a - �7 ■ c ■
mIo
Ig
r�� E j vi®�: -� -u�-�®-vim • �-� ,�-
MIME �B hA u� V11�11'�111
WY�u1WiY��1
IME�Y'LVEIWy :`.`
r`���i®/\�il�ll�I y 1 \ 70 40' S0 0 50 00'N 1 28� 3 �
IDEW:12
3255'
�D EL
52.57
46 \
997 SF
&Ac,
IMPACT NUMBER:
\ IMPACT NO. ONE
PAD
354.
SCM /#1 WET
TENTI N PON
0 0 V
V V V V V V
TOTALS
PAD ELE
423'S1.200
4 SF\\
Ac.
41
1 SF
DVLCVK I TM•1I7 rir i V V NV
TAR TEM.
H GN v I e �, ■,s. EF EIpi ELD'
WI GS O HE NG NE ' A D OWN F RAP OV L
IOWTWCoOs-NuG7IoA AA HRH RA ( PVC SA D.
FIVNIOKKEIt E IpIAf 'B�M 1NTEDV VIE TSOPcpFO
\TVIE000000000000
7 0 7 0 7 0 7 0 7 0 7 0 vOwif
V V V .i 0 V V, \.7 V E
•S V\N V'V V SI(3Kl
VVVVVVVVVV
V.V. V.V. 0 7 V 0 V.V.
4•,
7 WI
���,i-��■-�_ �.�■�� ■Ir■IIIIII■■11111■■IIIIII■111i1::■11111111►n■IIIIIICI'!I�■'�
' IV•� ■mac.■�■�■�e�■�■��\IIIII■�111111�1711��III;�il��1.■111\I��11�11�1���G�1■■11:,T�T��T��c����a:r•�■.����r�
�`11■■AIII■■1111■■1111■ � •,e�,.�
■■�P���T�i��T��r ��7��•I� r� _-•-=�sl1r'a�r�w►� v _. V ■� ��■���� � �..�. n■
/�• \
1 � � � - ''D # 3•.0- l I80 81 82
\347 150 �..I - •-_ I!4
•
11`�LJ���J��LJ��.J���\ ■■\`►\c!�i►•�■■■■�J■■■■IV■`� iii��ial�=l:iiei�iii��ii�►l` u_471■■
'' inimmu■■iImm III/1■■II�JI■■u�ll■■■LJ\■■L■■■�7A _ i���oi �•�-�=- - M
lilt l''�[l: . `1mmommii
► ' .II� �� �� 1� 477.866 �.
�___.. _
`- Jl.�. � _� _���ll •ter.
I� - nlll,.l
All L �w��®awu. 35 07 53.70 ' \
i��r.v�anre� '
400
A ' 14011
wto
- - - . s. 8i ( 6, 936 \SF
t��
• 4 �� \ 0,16 Ac
IOPEN SPACE
CLOT # 177A
• ±11,56 AC
104.02-
111111111.7
49
.55oPAD
347.
P
PAD
346.4
50
515 S
15 Ac.
.400PAD
346.90
HP
345.90
344.10
53
00 SF
5 Ac.
IMPACT NO. TWO
IMPACT NO. THREE
IMPACT NO. FOUR
IMPACT NO. FIVE
IMPACT NO. SIX
IMPACT NO. SEVEN
--•
- - - I
- - • -� -
ROPERTIESs, LLO
7317, ,PG 57,5
31F, PO 1330
796-67-364
OPEN SPACE
LOT # 177A
±11•56 AC -
TOW''±344.
±339.0
-TOWt
GRD *339
WETLAND IMPACTS
358.1
9, 792 SF
ib,Q2llc
358.30
2
Pan .445 A'F
RIPARIAN BUFFER IMPACTS
RIPARIAN BUFFER IMPACTS
TEMP. CHANNEL
LINEAR IMPACT
TEMP. CHANNEL
AREA IMPACT
PERM. CHANNEL
LINEAR IMPACT
PERM. CHANNEL
AREA IMPACT
TEMP. JURISDICTION
WETLAND IMPACT
PERM JURISDICTION
WETLAND IMPACT
PERMANENT -NO
PERMANENT LOSS
PERM. ZONE
ONE IMPACT
PERM. ZONE
TWO IMPACT
TOTAL PERM.
IMPACT
TEMP. ZONE
ONE IMPACT
TEMP. ZONE
TWO IMPACT
TOTAL TEMP.
IMPACT
COMMENTS:
���/
v0vd
O_O_C,
-
-
-
-
-
2,952.06 SF
9,607.85 SF
-
-
-
-
-
-
-
-
-
-
-
1,650.97 SF
5,955.78 SF
-
-
-
-
-
-
-
-
-
-
-
1,112.43 SF
1,451.67 SF
-
-
-
-
-
-
-
-
-
1,504.80 SF
3,181.04 SF
-
-
-
-
-
-
-
-
-
-
-
1,818.69 SF
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1,653716 SF
-
-
-
1,336.07 SF
-
-
-
-
-
-
-
-
2,198-77 SF
-
-
-
1,486.74 SF
-
-
-
-
-
9,038.95 SF
20,196.74 SF
-
3,851793 SF
-
-
-
2,822.81 SF
-
-
-
0.208 AC
0.464 AC
-
0.088 AC
-
-
-
0.065 AC
-
PAD ELE.
3 970
32 X55'
�9D ELE
349.75
0
F
7,
0.18 Ac.
PAD E I,E'
9.80
/ 38
11 SF
c.
-P•A/D ELE
344.540
OPEN SPA
LOT # 177A
11.56 AC
346.
6-344.30
33
3 4623
32 X55'
3
376
32 X55'
P A @ 0.2
3 3. 0
108. _
VET
TION.\P0
(
PEN SPACE
.
HP L
7a1,7
mpacti
the
l
) 1
/ / //7 /
// // / 1 c
/ / / ) //
\ ���\ ,/ ///// / // 1 /
_ , / /
�.��-� �/ i//9 I / ( -� / l
~\>1 \-�/ 1 / �/ / L / //
\ V - - /
/ /
L /- / /(
\
10'W
BORE
V
\\
�xO
0
\ /
r \
/
illl NEUSE
/
\\ \ \ I�' 0 - ALEIGH
-� \ WIDE : • Alk%
\\\\� ` DEEREi_t1S367P.z
/
Ti�'��►���i'�'�i►ialiP •wet fa•Itrtiow
/ \_
(N/F /
WAKE COUNTY �IIOARD
OF EDUCATIdPI,
PIN 1796-67-9311
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
\
0
BLN=C-1874
VER
& sets
• 50.5' w��1��'��
MANY ARE THE PLANS IN A PERSONS HEART, BUT IT IS THE LORD'S PURPOSE THAT PREVAILS. PROVERBS 19:21
/ IW1EL
11 1/4"3 1/2"DETAIL SCALE: 1" = 1'-0"
S-1
2
CROSS SECTION OF BOARDWALK1'-2 3/4"2"2"TOP OF PLANKS / WALKING SURFACE
TOP OF JOISTS
TOP OF GIRDER
FACE OF PILING7 1/4"4'-6" MIN. HGT.1 5/8" NOTCH TYP.
4" PILING WIDTH TO
REMAIN FROM NOTCHING
11" OUT-OUT
OF GIRDER
1 7/8" GIRDER OVERHANG
7 1/4"
1 5/8" NOTCH TYP.11 1/4"BOTTOM OF RUB RAIL
5 1/2" RUB RAIL2'-10"TOP OF GUARDRAIL
BOTTOM OF RAIL
3 1/2"BOARDWALK
6'-0" POST LENGTH7 1/4"7 1/2" CLEAR5 1/2"1 1/2"2'-1" EXPOSED CHAIN LINK FENCE5 1/2"3 1/2" CLEAR1'-5 3/4"1'-0 1/2"1'-6"1'-4"
H10 TYPE
VEHICLE
TIRES
10 1/2"1'-5 3/4"1'-0 1/2"1'-6"1'-4"
H10 TYPE
VEHICLE
TIRES
10 1/2"
6'-0"
1'-0 1/2"1'-0 1/2"
12'-0" MIN. CLEAR WIDTH
1'-4 1/2"FACE OF PILINGFACE OF PILINGBOARDWALK
10'-0"
5'-0"5'-0"
1'-4 1/2"
13'-7" GIRDER LENGTHFACE OF RUB RAILFACE OF POSTFACE OF JOIST & POSTFACE OF GUARD ASSEMBLY5 1/2"3 1/2"
1"FACE OF RUB RAILFACE OF POSTFACE OF GUARD ASSEMBLY5 1/2"3 1/2"
1"
13'-8" TOTAL WIDTH
1/2" REVEAL
4" OPTIONAL
CHAMFER @
JOIST ENDSBOLTBOLT2"2"BOLTBOLTFACE OF JOIST & POST1 1/2"
1 1/2"
+/-1/2" GAP
1 1/2"
3 1/2"4"3 1/2"1/2" REVEAL7'-0" MAX. JOIST LENGTH
6'-0" MAX. O.C. PILING SPACING
DETAIL SCALE: 1" = 1'-0"
S-1
3
CROSS SECTION GIRDERS & PILINGS
4'-1 1/8"
4'-8 3/8"
TYPICAL PLANK:
4x12 P.T. SYP #2
TYPICAL JOIST:
4x12 P.T. SYP #2
(MULTI-PLY UNDER VEHICLE WHEEL PATH)
TYPICAL GIRDER :
2-4x12 P.T. SYP #2
GIRDER TO PILING TIE:
GALV. (2) 3/4" DIA. x 11" BOLTS,
NUTS & WASHERS
TYPICAL PILING:
8x8 MARINE GRADE WOOD
TYPICAL POST:
4x6 P.T. SYP #2
1x6 IPE RUB RAIL
CHAINLINK FENCING SANDWICHED
BETWEEN 2-2x6 P.T. SYP #2,
TOP & BOTTOM AS SHOWN
POST TO FRAMING TIE:
GALV. (3) 3/4" DIA. x XX" BOLTS,
NUTS & WASHERS
TYPICAL PLANK:
4x12 P.T. SYP #2
TYPICAL JOIST:
4x12 P.T. SYP #2
(MULTI-PLY UNDER VEHICLE WHEEL PATH)
TYPICAL GIRDER :
2-4x12 P.T. SYP #2
GIRDER TO PILING TIE:
GALV. (2) 3/4" DIA. x 11" BOLTS,
NUTS & WASHERS
TYPICAL PILING:
8x8 MARINE GRADE WOOD
1'-0" O.C. MAX.
1'-0" OVERLAP
6'-0"10'-0"6'-0"
6'-0"
6'-0"
6'-0"
6'-0"6'-0"
6'-0"
6'-0"
6'-0"
6'-0"
6'-0"
6'-0"
6'-0
"
5'-1 1/16"BOARDWALK13'-7" GIRDER LENGTHPILING PLAN SCALE: 1/4" = 1'-0"
S-1
1
BOARDWALK 5'-0"5'-0"4.89°
70'-6 1/8" INTERIOR ARC LENGTH
86'-11 1/2" EXTERIOR ARC LENGTHR60'-0"R70'-0"2
S-1
3
S-1
CENTER POINT
OF RADIUS
10'-0"1
0
'
-
0
"
10
'
-
0
"10'-0"CONCRETE
APRON AT END
OF BOARDWALK
2-24-2021Title Sheet:Sheet:Project:Date:Rev:Description:Issue Date:PRELIMINARY NOT FOR CONSTRUCTIONM. MorganDrawn by:
Project Number:Wilson, NC 27893-17261906 Nash Street NorthF (252) 399-0804V (252) 399-0704www.bartlett.us.comLicense # C-1551ENGINEERING & SURVEYING, PCBARTLETTStructural Plans for:Greenway BoardwalkZebulon Road NC-96 Zebulon, NCGeneral Contractor:Weavers RidgeSubdivision Phase 1, 2, & 3Zebulon Road NC-96 Zebulon, NCS-1PLAN & DETAILS
Impact #Feature Type Temporary Impact
Area (SF)
Permanent Impact
Area (SF)Type of Impact Type of
Jurisdiction
1 Non-Riverine Swamp Forest 2,952.06 9,607.85 Road Crossing / Fill 404
2 Non-Riverine Swamp Forest 1,650.97 5,955.78 Fill 404
3 Non-Riverine Swamp Forest 1112.43 1451.67 Fill 404
4 Non-Riverine Swamp Forest 1504.8 3181.04 Fill 404
5 Non-Riverine Swamp Forest 1818.69 0 Greenway 404
Total SF:9,038.95 20,196.34
Total Acres:0.207 0.464
PRF PROPERTIES. LLC
December 27, 2019
To Whom It May Concern:
The letter serves to inform you that PRF Properties, LLC located at 9407 Bartons Creek Rd,
Raleigh, NC 27615 hereby authorizes Spangler Environmental, Inc. to act as our technical agent
for the purposes of environmental issues, including wetland and stream identification, permitting,
mitigation planning and regulatory agency coordination at the property known as Weavers
Ridge, and as shown in Wake County records as PIN # 1796673644. All site visits by regulatory
personnel must be coordinated in advance with our agent, Spangler Environmental, Inc. This
letter supercedes all previous Agent -related correspondence.
The following contact persons should be copied on all correspondence:
Property Owner (or Legal Agent/Representative):
David Berry
PRF Properties, LLC
9407 Bartons Creek Road
Raleigh, NC 27615
919-604-1928
david@futrellproperty.com
Technical Agent:
James A. Spangler, CEI, A.M.ASCE
Spangler Environmental, Inc
4338 Bland Road
Raleigh, NC 27609
919-875-4288
jspangler@spanglerenvironmental.com
Sincerely,
lenn E Futrell
Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203
Wetland Mitigation Statement of Availability
May 7, 2020
PRF Properties, LLC
9407 Bartons Creek Rd.
Raleigh, NC 27615
RE: Availability of Riparian Wetland Credits for the “Weaver’s Ridge” project
Bank Name: McClenny Acres II Mitigation Site
Bank Sponsor: Wildlands Holdings III, LLC
USACE Action ID No. SAW-2017-02527
Riparian Credits Needed: 0.93 acres
Riparian Credits Available: 7.57 acres
Neuse 03020201 River Basin
PRF Properties, LLC:
Wildlands Holdings III, LLC has the above-mentioned Riparian Wetland credits from the Falling Creek
Stream and Wetland Mitigation Bank: McClenny Acres II Mitigation Site to satisfy the mitigation
requirements related to the above-mentioned project. The project is located within the service area
(HUC 03020201) 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. Credits will be sold on a first come, first serve
basis.
Final transfer of credits will occur upon completion of the Mitigation Responsibility Transfer Form within
the completed 404 permit.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
205-807-0800 or ihazelhoff@wildlandseng.com if you have any questions or need any additional
information.
Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203
Sincerely,
Ian M. Hazelhoff
Wildlands Engineering, Inc.
Land Acquisition
ihazelhoff@wildlandseng.com
O: (704) 332-7754 ext. 120
M: (205) 807-0800
Cc: Ms. Katie Merritt, NC Division of Water Resources (bi-annually)
Ms. Maria Polizzi, Senior Scientist – Land Resources, Spangler Environmental, Inc.
'own of Ze bu(on
The Town of Friendly People
Town of Zebulon
Special Use Permit Granted
SUP 2019-07 — Weavers Ridge
On September 9, 2019, the Board of Commissioners for the Town of Zebulon convened a meeting
to consider taking action regarding an application for a Special Use Permit for a Major Subdivision
at 2340 Zebulon Road.
Applicant:
Property Owner:
Pin Number:
Approved use of property:
Zoning District:
Parcel Size:
PRF Properties, LLC
9407 Bartons Creek Road
Raleigh, NC 27615
PRF Properties, LLC
9407 Bartons Creek Road
Raleigh, NC 27615
1796673644
Major Subdivision
Residential-10 (R-10)
Approximately 34 acres
Having heard all the evidence and arguments presented at the a joint quasi-judicial hearing held on
August 12, 2019, the Board of Commissioners finds that the application is complete, that the
applicant has demonstrated that the findings of fact as indicated in Section 152.038(B) of the Town
of Zebulon Code of Ordinances have been met for the development proposed, and the purpose
indicated is hereby approved with the no further conditions, subject to all applicable provisions of
the Zebulon Code of Ordinance.
FIRE DEPARTMENT
113 E. Vance Street
Zebulon, NC 27597
(919) 269-6487
Facsimile (919) 269-2618
POLICE DEPARTMENT
1001 N. Arendell Avenue
Zebulon, NC 27597
(919) 269-7455
Facsimile (919) 269-0312
TOWN HALL
1003 N. Arendell Avenue
Zebulon, NC 27597
(919) 269-7455
Facsimile (919) 269-6200
PUBLIC WORKS DEPARTMENT
450 E. Horton Street
Zebulon, NC 27597
(919) 269-5285
Facsimile (919) 269-2617
Weavers Ridge Special Use Permit Conditions
1. Homeowners Association: Homeowners Association or management firm shall be in
place to enforce and abate all community association restrictive covenants, conditions,
and restrictions. This document will be recorded prior to lot recordation of the 1st
subdivision phase. The following elements need to be added to the restrictive covenants
addressing he following regulations:
• Restricting on -street parking for a maximum of 24 hours.
enforced by the Homeowners Association.
• Maintenance and upkeep of Open Space/Common Areas, drainage easements and
stormwater control measures as described in the Town of Zebulon Street and
storm Drainage Standards & Specifications Manual. Any landscaping located
within the right-of-way shall be considered common area.
• Enforcing tall grass, trash, debris and rubbish, removal of any junk/nuisance
vehicles as defined by the adopted town policies.
2. All open space shall be permanently protected from development with a conservation
easement and/or restrictive covenant to be recorded upon final plat approval.
3. No unauthorized disturbance of environmentally sensitive areas as defined by US Army
Corps. of Engineers, NC DENR, Wake County Environmental Services and the Town of
Zebulon.
4. No portion of any developable lot shall contain wetlands, riparian buffers, floodplain or
floodway.
5. Development must comply with Appendix D of the 2000 International Fire Code.
6. A 75' in width buffer will be installed along Zebulon Road. 1 deciduous tree and 8
shrubs will be planted every 30'.
7. Install improvements required on Zebulon Road in accordance with the requirements of
the Transportation Impact Analysis.
• Northbound right turn lane 100' of storage. This will be required to be
constructed/shown with the 1st submitted phase for TRC Review.
• Southbound left turn lane 150' of storage. This will be required to be
constructed/shown with the 1st submitted phase for TRC Review.
8. A 5' sidewalk will be required along Zebulon Road. If the sidewalk is outside of the
NCDOT right-of-way, then the sidewalk installation should be in accordance with the
latest version of the Town of Zebulon Street and Storm Drainage Standards and
Specifications Manual specifications and a dedicated sidewalk easement will be required.
9. No driveway will be located within 100' of Zebulon Road.
10. Model Homes: Must meet Wake County ADA standards and provide paved parking
areas.
11. Mail Kiosk: Installation of mailbox kiosk will be reviewed/approved as part of the
Technical Review Committee process.
• Constructed prior to 1st certificate of occupancy of any dwelling unit.
• Off-street parking will be provided for kiosk.
• Will meet USPS standards. If a kiosk shelter is required by USPS, the shelter will
be constructed using materials consistent with the neighborhood.
12. All dwellings within the subdivision will be required to have a garage.
This matter will be
13. All dwellings will have a minimum driveway length of 18' measure from the right-of-
way.
14. A 30-foot wide buffer will be provided around the eastern and southern property lines of
the subdivision utilizing existing vegetation. Where the existing vegetation cannot be
saved, a Type A standard will be planted.
15. All buffers will be located in open space/common areas.
16. Streetscape: All residential streets shall have a 4' tree lawn between the curb and the
sidewalk. If sidewalk is not required along that section of street, then the trees should be
planted between 2-5 feet behind the curb. The tree spacing shall be one tree per lot, but
located in the tree lawn. Trees should be considered shade tress and deciduous.
17. Installation of decorative street signs and streetlights within the subdivision should be in
accordance with the latest version of the Town of Zebulon Street and Storm Drainage
Standards and Specifications Manual specifications. Signs should be installed prior to lot
recordation.
18. All curb and gutter installations throughout the subdivision should be in accordance with
the latest version of the Town of Zebulon Street and Storm Drainage Standards and
Specifications Manual specifications.
19. All street installations throughout the subdivision should be in accordance with the latest
version of the Town of Zebulon Street and Storm Drainage Standards and Specifications
Manual specifications. Collector Streets - Street A from Arendell to Golden Plum Drive
shall be constructed to Collector streets standards.
20. See Existing Weavers Pond SUP — Water Pressure Requirement Language — 50 Psi @
Meter
21. To get required dwelling unit count, the adjacent parcel (PIN # 1796577710; BM2017 PG
01330) must be incorporated into the development and recorded as common area/open
space. This parcel may be developed as an amenity area.
22. Bonding: Developer is responsible for posting a bond for final roadway, sidewalk or
amenities improvements for each phase prior to the issuance of the first building permit.
Developer is fully responsible for all necessary roadway repairs of dedicated streets prior
to final overlay and striping. Regardless of residential construction progress, the final
overlay of dedicated streets shall be over -laid within eighteen (18) months of the original
roadway acceptance date for that phase.
23. Entrances: All entrances shall be reviewed and approved by the Town of Zebulon and
the North Carolina Department of Transportation during the Technical Review
Committee Process.
24. A street connection will be made to the Golden Plum Lane in Weavers Pond Phase 5 as
shown on the concept plan. This will be constructed prior to lot recordation.
25. The traffic signal at Pippin Road and NC HWY 96 should be installed prior to 1st
Certificate of Occupancy.
26. Street Lights: The developer is responsible for coordination with Duke Energy on the
lighting plan layout; however, the Town of Zebulon will be approving the lighting plan.
The developer is responsible for paying the current Duke Energy fee per pole to the
Town of Zebulon prior to installation. All streetlights shall be decorative and must in
accordance with the latest version of the Town of Zebulon Street and Storm Drainage
Standards and Specifications Manual specifications. All streetlights shall be decorative
Mitchell 50 Series LED unless otherwise specified and authorized by the Town of
Zebulon Public Works Director. All streetlights shall be a minimum of 125 linear feet
with a maximum of 140 linear feet apart with alternate spacing on either side of the
street.
27. Greenway: A new greenway shall be constructed throughout the development.
Connectivity to the existing greenway from the adjacent north to the school to the
adjacent south shall be provided. This connection should be a 10' wide asphalt path
within a 20' greenway easement. Greenway Amenities: Developer to provide benches,
trash receptables, pet waste stations, signage, trail head landscaping to provide screening
from residential homes. Once these amenities have been installed, the Town of Zebulon
will be responsible for the maintenance of these amenities. Landscaping shall be either 1-
tree or 2-shrubs planted 30' on center.
28. Amenity Area: Area will be minimum of one acre consisting of playground equipment,
athletic field, picnic shelter, benches, parking area, benches, picnic tables, and pet waste
stations.
29. Exterior Elevations:
• 30% masonry component to front facade of dwellings
i. 100% of the single-family detached (not age targeted).
ii. 50% of townhome cluster (ie: if the cluster is 6 attached townhome units,
3 units will have the masonry component.
iii. 30% of the single-family detached (age targeted).
• All elevations must have windows on all exterior sides of dwellings.
• All front windows should have shutters or trim. Corner side yard windows should
be treated as a front elevation.
• Single-family detached dwellings should not have the same elevation with parcels
adjacent to or directly across the street as the subject parcel's elevation.
• Landscaping shall be provided at both front corners of each dwelling either
planted at a rate of 2 shrubs spaced horizontally or along the sides of the homes.
An understory tree can substitute for the 2-shrub requirement.
30. Construct the eastbound approach (Street A) with one ingress lane and two egress lanes.
i. Provide stop -control for the eastbound approach.
ii. Construct an exclusive northbound right -turn lane with a minimum of 50
feet of storage and appropriate taper and deceleration length.
iii. Construct an exclusive southbound left -turn lane with a minimum of 150
feet of storage and appropriate taper and deceleration Iength.
31. Sidewalk locations on both sides of all streets
32. Zebulon Road: Construct the 3-Lane Divided as referenced in the Multimodal
Transportation Plan with sidewalks and bikeways along the entire property frontage of
North Arendell Avenue (Pin# 1796673644).
33. Model Homes: Must meet Wake County ADA standards and provide paved parking
areas.
34. A street connection will be made to the Golden Plum Lane in Weavers Pond Phase 5A as
shown on the concept plan. This will be constructed prior to lot recordation.
35. Greenway: A new greenway shall be constructed throughout the development.
Connectivity to the existing greenway from the adjacent north to the school to the
adjacent south shall be provided. This connection should be a 10' wide asphalt path
within a 20' greenway easement. Greenway Amenities: Developer to provide benches,
trash receptables, pet waste stations, signage, trail head landscaping to provide screening
from residential homes. Once these amenities have been installed, the Town of Zebulon
will be responsible for the maintenance of these amenities. Landscaping shall be either 1-
tree or 2-shrubs planted 30' on center.
IN WITNESS WHEREOF, the Town of Zebulon has caused this permit to be issued in its name.
Town of Zebulon
By:
R. ert S. M. theny—Mayor
Attest:
Lis. M. Markland—Town Clerk
.............
Olq,.OZ s
=V Fp•
SEAL
July 27, 2020
DWR #20-0658
Wake County
PRF Properties, LLC
Attn: David Berry
9407 Bartons Creek Road
Raleigh, NC 27615
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
Weaver’s Ridge
Dear Mr. Berry:
You have our approval for the impacts listed below for the purpose described in your
application received by the Division of Water Resources (Division) on May 19, 2020 with
payment received on May 19, 2020 with additional information received on July 2, 2020. The
impacts are covered by the attached General Water Quality Certification Number 4139 and the
conditions listed below. This certification is associated with the use of Nationwide Permit
Number 29 once it is issued to you by the U.S. Army Corps of Engineers (USACE). Please note
that you should get any other federal, state or local permits before proceeding with your
project, including those required by (but not limited to) Sediment and Erosion Control, Non -
Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certificat ion and the
following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification, General Permit and/or Buffer Rules are met. No
other impacts are approved, including incidental impacts.
Type of Impact
Amount Approved (units)
Permanent
Amount Approved (units)
Temporary
Wetland
W1: Fill 0.220 (acres) 0.068 (acres)
W2: Fill 0.137 (acres) 0.038 (acres)
W3: Fill 0.033 (acres) 0.026 (acres)
W4: Fill 0.073 (acres) 0.034 (acres)
Weaver’s Ridge
DWR #20-0658
401 APPROVAL
Page 2 of 4
2. Stormwater Management Plan (SMP) Approval from Local Community Required
The stormwater management plan (SMP) must be approved by the Town of Zebulon and
meet the requirements of this Certification. The SMP may not be modified without prior
written authorization from the Town of Zebulon. [15A NCAC 02H .0506(b)(3)]
3. The permittee shall report to the Raleigh Regional Office any noncompliance with this
certification, any violation of stream or wetland standards [15A NCAC 02B .0200] including
but not limited to sediment impacts, and any violation of state regulated riparian buffer
rules [15A NCAC 02B .0200]. Information shall be provided orally within 24 hours (or the
next business day if a weekend or holiday) from the time the applicant became aware of the
circumstances. A written submission shall also be provided within 5 business days of the
time the applicant becomes aware of the circumstances. The written submission shall
contain a description of the noncompliance, and its causes; the period of noncompliance,
including exact dates and times, if the noncompliance has not been corrected, the
anticipated time compliance is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance. The Division may waive the
written submission requirement on a case-by-case basis.
4. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15 NCAC 02H .0500. [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC
02H .0507 (c)]
5. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification and
Buffer Authorization. If you change your project, you must notify the Division and you may
be required to submit a new application package with the appropriate fee. If the p roperty is
sold, the new owner must be given a copy of this approval letter and General Certification
and is responsible for complying with all conditions. [15A NCAC 02B .0507(d)(2)]
This approval and its conditions are final and binding unless contested . [G.S. 143-215.5]
This Certification and Buffer Authorization can be contested as provided in General Statute
150B by filing a written petition for an administrative hearing to the Office of Administrative
Hearings (hereby known as OAH) within sixty (60) calendar days.
Weaver’s Ridge
DWR #20-0658
401 APPROVAL
Page 3 of 4
A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH
Clerk’s Office at (919) 431-3000 for information. A petition is considered filed when the original
and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal
office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state
holidays).
The petition may be faxed to the OAH at (919) 431-3100, provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Friday between 8:00am and 5:00pm, excluding official state holidays).
If sending by First Class Mail
via the US Postal Service:
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to Department of Environmental Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail
via the US Postal Service:
If sending via delivery service
(e.g. UPS, FedEx):
Paul Wojoski
NC DWR – 401 & Buffer Permitting
Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Paul Wojoski
NC DWR – 401 & Buffer Permitting
Branch
512 N. Salisbury Street
Raleigh, NC 27604
Weaver’s Ridge
DWR #20-0658
401 APPROVAL
Page 4 of 4
This letter completes the review of the Division under section 401 of the Clean Water Act.
Please contact Stephanie Goss at 919-791-4256 or stephanie.goss@ncdenr.gov if you have any
questions or concerns.
Sincerely,
Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
Enclosure: GC 4139
cc: DWR RRO 401/Riparian Buffer file
DWR 401 & Buffer Permitting Unit via Laserfiche
Maria Polizzi, Spangler Environmental (via e-mail)
Samantha Dailey, USACE Raleigh Regulatory Field Office (via email)
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2009-00359 County: WAKE U.S.G.S. Quad: NC-ZEBULON
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: PRF Properties, LLC
Mr. David Berry
Address: 9407 Bartons Creek Road
Raleigh, North Carolina 27615
Authorized Agent: Spangler Environmental
Ms. Maria Polizzi
Address: 4338 Bland Road
Raleigh, North Carolina 27615
Size (acres) ~35 Nearest Town Zebulon
Nearest Waterway Beaverdam Creek River Basin Neuse River
USGS HUC 03020201 Coordinates Latitude: 35.857567
Longitude: -78.338222
Description of project location: The project area is identified as an approximate 35-acre tract of land, located on Wake County,
North Carolina parcel 17966736443. This parcel is located northwest of the intersection of Glory Road and Zebulon Road, in
Zebulon, Wake County, North Carolina. Work in waters of the United States (U.S.) will occur in wetlands adjacent to
Beaverdam Creek, an indirect tributary of the Neuse River (8-digit HUC: 03020201).
Description of projects area and activity: The applicant, PRF Properties, LLC, has requested a department of the Army
authorization to discharge fill material into waters of the U.S. in conjunction with the construction of the Weaver’s Ridge
residential subdivision. Project activity will involve the construction of townhomes and associated infrastructure and
attendant features. Implementation of the proposed project will result in the permanent discharge of fill material into 0.46
acre of wetland and the temporary discharge of fill material into 0.17 acre of wetland. All other impacts associated with the
Weaver’s Ridge residential subdivision will be conducted in uplands, outside of waters of the U.S. Upon project completion, all
temporarily affected waters will be restored to their pre-disturbance contours and elevations.
Compensatory mitigation is required at a minimum of 1:1 mitigation to impact ratio for all wetland losses that exceed 1/10-
acre. Therefore, the applicant has proposed to purchase 0.93 acre of riparian wetland mitigation units (2:1 mitigation to
impact ratio) from Wildlands Holdings III, LLC’s Falling Creek UMBI, McClenny Acres II Mitigation Site (8-digit HUC
03020201), in order to offset the permanent loss of 0.46 acre of wetland.
Applicable Law: Section 404 (Clean Water Act, 33 USC 1344)
Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 29 (Residential Developments)
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated May 19, 2020. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit’s expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone 919-807-6300) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at (252) 808-2808.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Samantha Dailey at 919-554-4884 x22 or Samantha.J.Dailey@usace.army.mil.
Corps Regulatory Official: ___________________________
Date: June 11, 2020
Expiration Date of Verification: March 18, 2022
DAILEY.SAMANT
HA.J.1387567948
DAILEY.SAMANTHA.J.1387
567948
2020.06.11 14:43:47 -04'00'
Action ID Number: SAW-2009-00359 County: WAKE
Permittee: PRF Properties, LLC (Attn: Mr. David Berry)
Project Name: Weaver’s Ridge
Date Verification Issued: June 11, 2020
Project Manager: Samantha Dailey
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Raleigh Regulatory Field Office
Attn: Samantha Dailey
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27857
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
_______________________________________ ______________________
Signature of Permittee Date
SPECIAL CONDITIONS
ACTION ID: SAW-2009-00359
PRF PROPERTIES, LLC
WEAVER’S RIDGE
MITIGATION
1. In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special
conditions listed on this form, are hereby incorporated as special conditions of this permit authorization.
Special condition regarding compensatory mitigation was included to ensure compliance with the
404(b)(1) guidelines.
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Page 1 of 2 Form Updated 31 January, 2020
Compensatory Mitigation Responsibility Transfer Form
Permittee: PRF Properties, LLC Action ID: SAW-2009-00359
Project Name: Weaver’s Ridge County: Wake
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee’s responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements
Permitted Impacts Requiring Mitigation*: 8-digit HUC and Basin: 03020201, Neuse River Basin
Stream Impacts (linear feet) Wetland Impacts (acres)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
0.46
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03020201, Neuse River Basin
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
0.93
Mitigation Site Debited: Wildlands Holdings III, LLC’s Falling Creek UMBI, McClenny Acres II Mitigation Site
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor’s Authorized Representative:
Signature of Sponsor’s Authorized Representative Date of Signature
USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Page 2 of 2
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the
Customer Satisfaction Survey located at our website at http://regulatory.usacesurvey.com/ to complete the survey online.
Conditions for Transfer of Compensatory Mitigation Credit:
x Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
x Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
x Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee’s responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
x If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions:
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, 3331 Heritage Trade Drive, Suite
105, Wake Forest, NC 27587 (or by email to kimberly.d.browning@usace.army.mil or todd.tugwell@usace.army.mil).
Questions regarding this form or any of the permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: Samantha Dailey
USACE Field Office: Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Email: Samantha.J.Dailey@usace.army.mil
June 11, 2020
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil.
DAILEY.SAMANTHA.J
.1387567948
DAILEY.SAMANTHA.J.1387567
948
2020.06.11 14:48:42 -04'00'
346.85
N
N 8a
N. ELMO FINCH, JR.
& JANIE F. DUPREE
WB 13-E, PG 3081
PIN 1796-57-3989
N-R90.
FLUSH W/
MAG NAIL
rIIN
13
9,025 SF
S.612A6.7
I
!HP
• 28' $ 351.40 /
�? \ HP
- \ S`�I■■■■■LEMIII■■■■■■■EMOEAWI_P!:4 IL I,�,� �%�o
r-.0 '
MINIM %1 c
•�7 SS N8979'0.. `
tc 11 � LOP
:i� • 1. .6 4//1,�
/IIu •r1■•u aiir���� y � HP 35.6 �\►:�
M.H.#20
352.43
HP
346.25
344.75
/0.16 Ac.
3 345.25 HP
7, 344.25
0.17IAc.
HP
344.05
/16
/350.7
49
350.45
349 350
HP
348.40 348
347.55
345.25
346.25
347.30 I
346.25
�`� 3462 5
WETLAND IMPACTS
RIPARIAN BUFFER IMPACTS
\ a
\ i_
��
TEMP. CHANNEL
LINEAR IMPACT
TEMP. CHANNEL
AREA IMPACT
PERM. CHANNEL
LINEAR IMPACT
PERM. CHANNEL
AREA IMPACT
TEMP. JURISDICTION
WETLAND IMPACT
PERM JURISDICTION
WETLAND IMPACT
PERMANENT -NO
PERMANENT LOSS
PERM. ZONE
ONE IMPACT
PERM. ZONE
TWO IMPACT
TOTAL PERM.
IMPACT
COMMENTS:
IMPACT NUMBER:
nX
'
o \_,0 \_,Y
(�
-
-//
IMPACT NO. ONE
-
-
-
-
2,952.06 SF
9,607.85 SF
-
-
-
-
IMPACT NO. TWO
-
-
-
-
1,650.97 SF
5,955.78 SF
-
-
-
-
,i
IMPACT NO. THREE
-
-
-
-
1,112.43 SF
1,451.67 SF
-
-
-
-
IMPACT NO. FOUR
-
-
-
-
1,504.80 SF
3,181.04 SF
-
-
-
-
TOTALS
-
-
-
-
7,220.26 SF
20,206.34 SF
-
-
-
-
-
-
0.166 AC
0.464 AC
-
-
-
-
52
564 S
.15 Ac.
53
73 SF
5 Ac.
55
500 SF
0.15 Ac.
HP 57
344.10 SF
344.60
50.0�
I► , 30b �
I
I \ _,
li 2� � \25
7,257 SF 356.37 357.37
IN • I , I I
I� I � � I X- J �\ HP _ ,, t$
L- i �\ - � L� 3 �� P \ 1 355.87
HP HP _� Hp \ 7 N P5.2 �, \ �1
52.13�0.00'o 353 37 50.00', 50.00' �,_,_4.6ff�•__
11■■i`►I■■■■\`\■E\■I■\■■■■■■■■I�l■■■►■■\■■■■c\■■■■■II■■■■■■■■I ■■ EINNII■■i._i_ ■��:
�►���■ .� ■■■-.+ .■■■■rJ 60• M.H.#261�■o SS ��a + SS ■�.S +00
t� 2�'7.75'
(k_7■ I,-\1■.\__ �G �C��_I■
■■\■■■■■llIIl' J■\■■■I'1■■\■■■■■:I�'I■■■■■E: :141_
'� � ' ,r, . ..-a l�r1f� �.
q 50.00 1.2:' ia* 44,50. �:1"7-C-N80' :; ?.o �35172ti`-1�� ti Hp 355.'8
;I -I•
\ I 356
353.50\" ta °� 355.66 32
45 `� N I' 1 , 34 SF
O. Ac ��1,"=��;A o 1 0.71
50.00'
50.00' 50.00'
50.00
Ni
353
20
I- c:
353.24
351.50
F4i
35 27
48
Ac.
PPE 237 6
V V V
0 VV VV 0• \
. .0000000000V'
0 0 0 0 0 0 0 0 0 0 0 0 0
• VVVVVVVVVVVVVV
YVVVVVVVVVVVVVVV
0 VV VV VV VV VV VV VV•
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 VV VV VV VV VV VV V
0 0 0 0 0 V 0 0 0 0 0 0
0 VV VV VV VV VV 0
• V V 0 V 0 V 0 0 0 0 0
VVVVVVVVVV
0 0 w e► V V p p
350.40
AdiourASIOAdortarillAirit Air
i
71;firlingatifilim
issmissmsa sums..
-44 zommimlim1111-:#151:: ENINallird
���■�►��!■1��■o■�■■��■�v�-i■i��■i:��Lnrgmrrt��11�11�11�11� 1!'S,!�11
asan■■IIII■■1111■■11�1!■■1111i�11�11\■11�11 �11■■11111,,��11�11�■111�11�■I1�11A■ii.,._
34 346 - z arnem6495�
MANY ARE THE PLANS IN A PERSONS HEART, BUT IT IS THE LORD'S PURPOSE THAT PREVAILS. PROVERBS 19:21
23
355.10
347.95
.i 347.18
346.15 / 41 /
7 SF /
.18 Ac.
35.-
33
0.15A.
356
354
352
350
174.33'
345
346 /
TOW 349.00 _
�BO1.00 HP
to 342.50
36
- -
0.23 Ac.
-343 34
N 89'30'14" E
HP
357.50
27
9,792 SF
0.22 Ac.
358.00
42.51' HP
7 358.43/
\ /
N-/-t\v//‘
MIT -Wire Arirlartil 1111111111 •
aii■��■�■�■�a� �� 1.004
'I
ii 1 �_ •�•�II
i. 47
Y
!
Id■U1 111111111111116111111MIIMMIEWIlla
P-'4' 6
rI 0/ lbw
II
342.31
•
BLN=C-1874
lk 0
0
WZ
Chkka
h164
�
ti
♦
( WETLAND )
IMPACT MAP
REVISIONS
FILE NO. 2019-006
HORZ. SCALE:
VERT. SCALE:
WR-19
HP
�- 342.54/
341.60
1 J7-btf\
(
NI
NORTH CAROLINA
&NE CALL CEIIITER
www.ncocc.grg
I
29.76'
SCALE: 1"
50'
50 100 125 150