20200213 Ver 1_Riparian Buffer Authorization Request_20200206

Water Resources
Original Submittal 2/6/2020
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:
1c. Mailing Address:*
[e-mail]
Please list the contact person's errail for questions or payment on this project if needed.
r- Owner
r- Applicant other than Owner
rJ Agent
Wake County Board of Education
David Neter
(for Corporations)
Street Address
1551 Rock Quarry Road
Address Line 2
City State / Frovince / Fbgion
Raleigh NC
Festal / Zip Code Country
27610 us
1d. Telephone:* [phone]
.... ...... ...... ...... ........_
3. Agent Information:
3a. Name:
3b. Company Affiliation:
3c. Mailing Address:
Street Address
Address Line 2
aty
F bstal / Zip Code
le. Email Address:* [e-mail]
State / F }ovine / Region
Country
3d. Telephone: 3e. Email Address:
3f. Attach a signed and dated copy of the agent aickthe upload button or drag and drop files hereto attach docurrent
authorization form. PDFCnly
B. Project Information and Prior Project History
............................................................................................................................................................................................................
1. Project Information

la. Name of Project:* WCPSS M-14 (Herbert Akins Road)
(Subdivision, facility, or establishrrent narre)
1b. Is this a publicly -funded transportation project?*
r Yes
r No
1d. Subdivision Name:
le. Nearest Fuquay-Varina
Municipality:
1f. Property Size: 25.00
acres
1g. County (or Counties) where the project is located:*
Wake
1h. Property ID# Date of Purchase
0658812183
Tax RN or Parcel id
1 i. Deed Information
Type of Book Book#ii Page#
Deed F25 01724
-1 Map NSA N/A
1j. Attach a copy of the recorded map that indicates when the lot was last platted.
dick the upload button or drag and drop files here to attach docunent
RDF only
1k. How would you like to provide the Latitude and Longitude information?*
r Address Lookup
r Manually
Latitude * 35.6209 Longitude *-78.8036
11. Is the project located in any of North Carolina's twenty coastal counties?
r Yes
4 No
2. Surface Waters
2a. Name of the nearest body of water to proposed project:*
Basal Creek [(Bass Lake, (Mills Pond)]
2b. Water Quality Classification of nearest receiving water:*
B; NSW
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:*
1,829
(linear feet only)
A
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:
Existing conditions on the property consist of Herbert Akins Elementary School with
parking lots and roads on the south side of the overall property. Outside of the
existing school, the property is predominately made up of wooded and agricultural
land. Two perennial streams run along the west and north property boundaries with
an intermittent stream and adjacent wetlands flowing into the northern perennial
stream. Herbert Akins road bounds the property to the east. Within the vicinity of the
project is residential and agricultural land.
3b. Attach an 81/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
(lick the upload button or drag and drop files here to attach docurrent
WCPSS M-14_USGS.pdf
FCF only
1.49MB
3c. Attach an 8 % x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
gick the upload button or drag and drop files here to attach docurrent
WCPSS M-14_Soil Survey.pdf 685.57KB
R7F only
4. Proposed Activity
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:*
The purpose of this project is for the infrastructure necessary for an institutional
development. The overall project consists of the construction of a school including
but not limited to, roads, parking lots, utilities, sport fields, and stormwater control
measures. Equipment to be used will include excavators, bull dozers and other
typical equipment used for land clearing, construction and excavating.
Attach a site plan as applicable to the project:
gick the upload button or drag and drop files here to attach docurrent
IM-1 OVERALL EXISTING.pdf
3.2MB
IM-2 OVERALL PROPOSED.pdf
7.53MB
IM-3 IMPACT AREA #1.pdf
214.83KB
IM-4 IMPACT AREA #2.pdf
221.42KB
IM-5 IMPACT AREA #3.pdf
237.27KB
IM-6 IMPACT AREA #4.pdf
727.02KB
IM-7 IMPACT AREA #5.pdf
194.14KB
IM-8 IMPACT AREA #6.pdf
171.44KB
IM-9 IMPACT AREA #7.pdf
180.76KB
18-164 C05.05.pdf
690.18KB
FCF only
5. Jurisdictional Determinations
5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this
property/project (including all prior phases) in the past?*
F Yes
r No
5b. Who did the determination on the jurisdictional areas?
Who did the determination? List name if known 11 Date Attach

State
Ray Milosh
(Nacre iflmown)
11/21/2018
W"' S
M-
14..
Le..
pdF only
Corps
James Lastinger
(Nacre N known)
02/26/2019
W"' 1
M-
14..
Pi...
pdf only
*** Please include the date of the determination and upload a copy of the determination.
Comments:
Riparian Buffer determination was completed by Ray Milosh on November, 21,
2018. James Lastinger issued a PJD on February 26, 2019.
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
r Yes
C No
7. Future Project Plans
7a. Is this project a phased project?* (- Yes
C No
C. Proposed Impacts Inventory
Buffer Impacts
Project is in which protected Basin?*
C Neuse River Basin (15A NCAC 02B.0233)
r Catawba River Basin (15A NCAC 02B.0243)
f Randleman Lake Watershed (15A NCAC 02B.0250)
r Tar -Pamlico River Basin (15A NCAC 0213.0259)
r Jordan Lake Watershed (15A NCAC 02B.0267)
r 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
J
Impact area #1-
UT to Basal
Permanent
Allowable
0.00
542.00
SCM Outlet Pipe
Creek
(P)
square
Square
Ift label (e.g. Brad
Perm or Terrp
Feet
Feet
Crossing 1)
Impact area #2A-
LIT to Basal
Temporary
Exempt
0.00
238.00
Erosion control
Creek
(T)
square
Square
measures
Perm orTerrp
Feet
Feet
Map label (e.g. Read
Crossing 1)

Impact area #3A-
Erosion control
measures
Ivhp label (e.g. R)ad
Crossing 1)
UT to Basal
Creek
Temporary
(T)
Perm orTerrp
Exempt
0.00
Square
Feet
242.00
Square
Feet
Impact area 4A-
UT to Basal
Permanent
Allowable
983.00
850.00
Erosion control
Creek
(P)
Square
Square
measures,
FbrmorTerrp
Feet
Feet
pavement,
grading
lvhp label (e.g. R:)ad
Crossing 1)
Impact area #5A,
UT to Basal
Permanent
Allowable
0.00
372.00
B & C-Sanitary
Creek
(P)
Square
Square
Sewer
Perm orTerrp
Feel
Feet
Construction
Nhp label (e.g. Finad
Crossing 1)
Impact area #6A-
UT to Basal
Permanent
Allowable
0.00
1,355.
Sanitary Sewer
Creek
(P)
Square
00
Construction
Perm orTerrp
Feet
Square
Nhp label (e.g. Fbad
Feet
Crossing 1)
Impact area #7A-
UT to Basal
Permanent
Allowable
828.00
1,299.
Sanitary Sewer
Creek
(P)
Square
00
Construction
Perm orTerrp
Feet
Square
Nhp label (e.g. Fbad
Feet
Crossing 1)
Total Zone 1 Impacts: 1,811.00
Total Zone 2 Impacts: 4,898.00
Total Buffer Impacts: 6,709.00
Comments:
Impact #7A will be constructed via Bore & Jack.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project. *
A

S&EC completed a wetland delineation and Neuse River Buffer evaluation for the
entire property in order to identify natural resources so that impacts could be
avoided & minimized to the maximum extent practicable. Impact area #1 is a
proposed Zone 2 riparian buffer impact for a Stormwater Control Measure (i.e.
SCM) Constructed Wetland outlet pipe. The outlet pipe will connect to an existing
stormwater pipe therefore avoiding impacts to Zone 1 of the riparian buffer. Impact
Area #'s 2A & 3A are exempt activities and included as a courtesy. Impact area #4A
is a proposed Zone 1 & 2 riparian buffer impact for road impacts (i.e. grading,
pavement, and erosion control measures) for road improvements necessary at the
proposed entrance road and parking access. Impacts have been avoided and
minimized by utilizing the existing culvert crossing. Impact area #'s 5A, 5B, 5C and
6A are proposed Zone 2 riparian buffer impacts for sanitary sewer construction.
These impacts are necessary to provide sanitary sewer for the development. These
impacts have been minimized by shifting this easement along the northern property
boundary and by limiting the non -perpendicular buffer impacts to Zone 2 only.
Impact area # 7A is proposed riparian buffer impact only for a sanitary sewer
crossing. This impact is necessary to provide sanitary sewer for the development.
These impacts have been minimized by crossing the stream at a near perpendicular
angle and has avoided stream impacts by utilizing the Bore and Jack construction
method and by utilizing a temporary timber mat (i.e. bridgemat) during construction
activities. Please see Timber Matting detail.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. *
The project will utilize silt fencing with silt fence outlets, temporary compost stocks,
temporary sediment basins with baffles, inlet protection, and a temporary timber mat
(i.e. bridgemat) for the stream crossings.
E. Diffuse Flow Plan
......... ..... ...... ...... ..........
la. What type of SCM are you providing?*
r- Level Spreader
r Vegetated Conveyance (lower SHWT)
I— Wetland Swale (higher SHWT)
F Proposed project will not create concentrated stormwater flow through the
buffer
rJ Other SCM that removed minimum of 30% nitrogen
1b. Describe how diffuse flow will be maintained:*
The project proposes to utilize two (2) constructed wetlands for stormwater
management that will achieve 40% nutrient reduction, see attached Storm
Calculations and sheets, CO3.02, C07.08 and C07.09.
1 c. Diffuse Flow Documentation* dick the upload button or drag and drop files here to attach docunent
18-164 CO3.02.pdf 1.9MB
18-164 C07.08.pdf 869.03KB
18-164 C07.09.pdf 740.73KB
2020-01-08 TOFV Storm Calcs_2nd Submittal.pdf 29.79MB
FDF only
F. Supplementary Information
......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
r Yes
r 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)?
f Yes
t: 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)?
2b. Is this an after -the -fact buffer authorization application?
r
c
G. Additional Information
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments: Click the upload button or drag and drop files here to attach docurrent
Timber Mat Crossing.pdf 1.99MB
FDF only
Additional Comments:
H. Sign and Submit
By digitally signing below, I certify that:
o I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act')
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
• I intend to electronically sign and submit the application form."
Print Name:* Deborah E. Shirley
Signature
Submission Date: (Auto populated field)

Initial Review
Is this accepted into the review process?*
Is this project a public transportation
project?*
ID#*
Version:*
Select Reviewer:
Select Reviewing Office*
Has payment been received?*
r Yes r No
f Yes
r No
20200213
1
Stephanie Goss:eads\szgoss
Raleigh Regional Office - [phone]
r No Payment Needed
f Fee Received
r Need Fee - send electronic notification

A
B
C
Pond 2
Pond 1
Project Number:
BZ
Project Manager:
1" = 500'Scale:
10/16/2018Date:
Map Title:
Source:
Figure 2 - Soil Survey Map
WCPSS - M14 (Herbert Akins Rd)
Wake County, NC
Wake County
Soil Survey Map 90
¯0 500 1,000
Feet
13683.W1

A
B
C
Pond 2
Pond 1
Project Number:
BZ
Project Manager:
1" = 1000'Scale:
10/16/2018Date:
Map Title:
Source:
Figure 1 - USGS Map
WCPSS - M14 (Herbert Akins Rd)
Wake County, NC
2016 USGS
Fuquay-Varina, NC Quad
¯0 1,000 2,000
Feet
13683.W1
E
c�
rn
0
N
O
N
C
PERSPECTIVE VIEW
TEMP. BRIDGEMAT SHALL BE SIZED, DESIGNED AND
MONITORED BY A LICENSED ENGINEER HIRED BY
THE CONTRACTOR AS NEEDED TO ACCOMMODATE
EQUIPMENT REQUIRED FOR PROJECT.
ANCHOR BRIDGEMAT TO A
TREE, OR OTHER PERMANENT
OBJECT WITH SUFFICIENT
STRENGTH, USING STEEL
CHAIN OR CABLE.
9.00��gcy�9`
ROAD/LOG MAT PER CAROLINA MAT
INCORPORATED OR SUBMITTED EQUAL WWW.CAROLINAMAT.COM
[phone]
LOCATED ON BOTH SIDES OF APPROACH AND THROUGH
EXTENTS OF WETLAND AREAS.
1/4 SUPPORTED 1/4 SUPPORTED
ROAD/LOG MAT LOCATED ROAD/LOG MAT LOCATED
THROUGH EXTENTS OF WETLAND THROUGH EXTENTS OF WETLAND
AREA BRIDGEMAT AREA
© • 9 9 9
ORIGINAL
STREAM STREAMBANK
SIDE VIEW
TEMPORARY TIMBER MAT
UMBER MATTING
N.T.S