20201420 Ver 1_Riparian Buffer Authorization Request_20201211

A0 WithersRavenel
10 Our People. Your Success.
December 11, 2020
NC -Division of Water Resources
401 & Buffer Permitting Unit
Attn: Mr. Paul Wojoski
1617 Mail Service Center
Raleigh, North Carolina 27699
Re: Raynor Road Subdivision - Buffer Authorization Application
Garner, Wake County
W R #02190124.00
Dear Mr. Wojoski,
On behalf of Clayton Properties Group, Inc., we are requesting a Buffer Authorization from the
NCDWR for 5,189 sq ft of permanent riparian buffer impacts and 900 sq ft of temporary riparian
buffer impacts for construction of a sewer crossing, a water line crossing and SCM outfalls
associated with construction of the Raynor Road Subdivision. Please note that there are no
proposed impacts to onsite jurisdictional wetlands and streams, and therefore 404/401 permits
are not required.
The proposed Raynor Road Subdivision is ±77-acres in size and is situated on a larger ±85-acre
parcel (PIN: 1639583019) located at 5901 Raynor Road in Garner, Wake County (Lat:
35.667124°N; Long:-78.545109°W). The project is located in the Neuse River basin (HUC:
03020201) and onsite waters drain to White Oak Creek (Stream Index: 27-43-11; Surface Water
Classification: C;NSW).
Proposed Project
The purpose of the proposed project is to construct a residential subdivision to meet the existing
and growing demand for residential housing in Garner. The proposed project consists of the
construction of a mixed density subdivision with both single family and townhome lots, and
associated infrastructure, including internal roads, utilities (water/sewer), stormwater
management and greenway trails.
The proposed subdivision will be located on ±77-acres within the larger ±85-acre parcel (PIN:
1639583019). The eastern ±8-acres of the parcel are encumbered by future 1-540 alignment as
show in the Overall Impact Map exhibit.
Proiect History
The USACE issued an Approved Jurisdictional Determination for the project site (AID#SAW-2018-
02003) as documented in an email from the USACE dated 3/3/2020 which has been attached to
this application.

::WithersRavenel
Our People. Your Success.
NCDWR issued a Buffer Determination Letter for the project site on 8/6/2018 (NBRRO #18-250),
which has been attached to this application.
Proposed Impacts
The proposed impacts consist of 5,189 sq ft of permanent impacts to riparian buffers (Z1: 3,031
sq ft; Z2: 2,158 sq ft) and 900 sq ft of temporary riparian buffer impacts (Z1: 682 sq ft; Z2: 218 sq
ft). The entire 30 If utility easement will be mowed/maintained in perpetuity. The proposed sewer
crossing (Impact 1) is a perpendicular crossing with less than a 40 If wide construction corridor
with a permanent maintenance corridor equal to or less than 30 ft wide, which is classified as
"Deemed Allowable".
SCM #1 will have two outfalls which are connected to a splitter box. During normal rain events,
SCM #1 will outfall through the 4" DIP which will flow into a level spreader and vegetated filter
strip (Impact 3) at nonerosive flows. During heavy rain events, SCM #1 will also outfall through
the high flow bypass into a riprap dissipator which will dissipate velocity prior to discharging into
White Oak Creek. SCM #1 is a wet detention pond which will provide 30% nitrogen removal. Due
to the overall density of the proposed project and the SCM discharging directly into White Oak
Creek, additional treatment through a level spreader and vegetated filter strip was included in the
design to provide additional nitrogen removal of 51%. The level spreader and vegetated filter strip
have been designed to meet design requirements of NC Stormwater Design Manual. The
proposed outfalls are classified as "Allowable Upon Authorization".
The proposed water line along Raynor Road will be installed via bore and jack and will result in
temporary buffer impacts for the bore pit and receiving pits only. The riparian buffer is located
within the maintained ROW and the buffers consists of mowed grass and weeds. Upon completion
of installation of the water line, the temporary impact areas for the bore and receiving pits will be
restored to preconstruction grades and seeded with grass to restore the buffers to their existing
condition. The temporary impacts for the water line installation are classified as utility -non -sewer
underground lines perpendicular crossing that disturbs less than 150 If which is classified as
"Deemed Allowable".
Avoidance and Minimization
The project has been designed to avoid all impacts to onsite wetlands and streams. Riparian buffer
impacts have been minimized to only those necessary for construction of infrastructure. The
proposed sewer crossing has been designed to minimize impacts by crossing the buffer
perpendicularly and will be an aerial crossing over the stream to avoid stream impacts.
The proposed outfalls for SCM #1 have been designed to cross the buffer perpendicularly.
Additionally, the riprap disspator swale and vegetated filter strip have been designed to stop at
the top of bank of White Oak Creek to avoid stream impacts.
The water line has been designed to cross the buffers perpendicularly and will be installed below
White Oak Creek via bore and jack to avoid stream impacts.
Page 2 of 3

::WithersRavenel
Our People. Your Success.
Mitigation
All proposed buffer impacts are classified as "Deemed Allowable" and "Allowable Upon
Authorization" and therefore buffer mitigation is not required.
The current request is for 5,189 sq ft of permanent riparian buffer impacts and 900 sq ft of
temporary riparian buffer (see the attached maps and PCN for details).
Please feel free to call if you have questions or require additional information.
Sincerely
WithersRavenel
Troy Beasley
Senior Environmental Scientist
Attachments:
• PCN Form
• Agent Authorization
• USGS Quad Map
• Wake County Soil Survey
• NCDWR Buffer Determination Letter
• USACE Email Confirming JD Issued for Project
• Impact Maps
Page 3 of 3

Buffer Authorization Application Form
15ANCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) Buffer Authorization Online Fo
Update 10/23/2018
Original Submittal 12/11/2020
A. Owner/Applicant Information
General Information
Primary Contact Email:* [e-mail]
Rease list the contact person's en -ail for questions or payrrent on this project if needed.
Who is submitting the application?* r Owner
W Applicant other than Owner
r Agent
Is there an agent working on this application r Yes
but not submitting it? r No
1. Property Owner Information:
la. Name on Recorded Deed:*
1b. Responsible Party:
1c. Mailing Address:*
1d. Telephone:* 919-901-2595
Alice H & Elmo T Williams Trust
(for Corporations)
Street Address
5813 Raynor Road
Address Line 2
aty State / Rovince / Fbgion
Garner NC
Fbstal / Zip Code Country
27529 US
le. Email Address:* [e-mail]
2. Applicant's Information (if different from owner):
2a. Name:
Adam Speiran
2b. Company Affiliation:
Clayton Properties Group, Inc.
2c. Mailing Address:
Street Address
2521 Schieffelin Road
Address Line 2
Suite 116
aty
Apex
Rbstal / Zip Code
27502-4400
2d. Telephone:
919-901-2595
2e. Email Address:
[e-mail]
State / Rovince / Fegion
NC
Country
US

2f. Attach a signed and dated copy of the authorization granting the applicant owner approval. An agent authorization form is
acceptable.
Click the upload button or drag and drop files here to attach docurrent
Access Authorization_Ovmer_Williams Trust.pdf 85.47KB
FDF only
3. Agent Information:
3a. Name:
3b. Company Affiliation:
3c. Mailing Address: Street Address
Address Line 2
City State / R ovine / Region
Fbstal / Zip Code Country
3d. Telephone: 3e. Email Address:
3f. Attach a signed and dated copy of the agent Click the 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:* Raynor Road Subdivision
(Subdivision, facility, or establishrrent narre)
1b. Is this a publicly -funded transportation project?*
r Yes
r No
1d. Subdivision Name:
le. Nearest Garner
Municipality:
1f. Property Size: 77.00
acres
1g. County (or Counties) where the project is located:*
Wake
1h. Property ID# Date of Purchase
1639583019 3/7/1996
Tax RN or Parcel id
11. Deed Information
Type of Book Book#11 Page#
Deed 06878 0102
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 docurrent
Parcel -Owner Exhibit.pdf 614.34KB
IDF only
1k. How would you like to provide the Latitude and Longitude information?*
r Address Lookup
r Manually
Address Lookup Street Address
5901 Raynor Road
Address Line 2
City State / Province / Ibgion
Garner North Carolina
Pbstal / Zip Code Country
27511 United States
Latitude * 35.667124 Longitude *-78.545109
11. Is the project located in any of North Carolina's twenty coastal counties?
r Yes
t: No
2. Surface Waters
2a. Name of the nearest body of water to proposed project:*
White Oak Creek (Stream Index: 27-43-11)
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:*
4,100
(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 project site consists primarily of undeveloped woodlands, agricultural fields, a
residence and other barns/structures associated with the historic use of the
property as a horse farm.
The general land use in the vicinity consists of forest land, agricultural and
residential land use.
3b. Attach an 8 % x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
Click the upload button or drag and drop files here to attach docurrent
Wake Co Soil Survey Exhibit.pdf 214.54KB
FDF only
3c. Attach an 81/z x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
Click the upload button or drag and drop files here to attach docurrent
USGS Location Exhibit.pdf 367.13KB
USGS Quad Exhibit.pdf 218.66KB
FDF only
4. Proposed Activity

Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:*
The purpose of the proposed project is to construct a residential subdivision to
meet the existing and growing demand for residential housing in Garner. The
proposed project consists of the construction of a mixed density subdivision with
both single family and townhome lots, and associated infrastructure, including
internal roads, utilities (water/sewer), stormwater management and greenway trails.
Traditional commercial construction equipment and techniques will be used to
construct the proposed project.
Attach a site plan as applicable to the project:
aick the upload button or drag and drop files here to attach docurrent
2.0 OVERALL SITE PLAN.pdf 2.36MB
Raynor Rd SD Buffer Impact Maps.pdf 6.25MB
R7F 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?*
c
5b. Who did the determination on the jurisdictional areas?
A
Who did the determination?IF
List name if known
DateIF
Attach
Corps
Samantha
08/29/2019
EMAIL USACE 171.0..
Dailey
(%rre if [Town)
Confirmation of
AJD 2020-03-
03.pdf
pdf onN
State
(%rre if known)
08/06/2018
2018-08-09
4.43M.
DWR
Determination
Rcvd 5901
Raynor Road,
Garner.pdf
pdf only
*** Please include the date of the determination and upload a copy of the determination.
Comments:
The USACE issued an Approved Jurisdictional Determination for the project site
(AID#SAW-2018-02003) as documented in the attached email from the USACE.
NCDWR issued a Buffer Determination Letter for the project site on 8/6/2018
(NBRRO #18-250), which has been attached.
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
r Yes
� rv�
7. Future Project Plans
.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................

7a. Is this project a phased project?* r Yes
r No
C. Proposed Impacts Inventory
Buffer Impacts
Project is in which protected Basin?*
r Neuse River Basin (15A NCAC 02B.0233)
r Catawba River Basin (15A NCAC 02B.0243)
r Randleman Lake Watershed (15A NCAC 02B.0250)
r Tar -Pamlico River Basin (15A NCAC 02B.0259)
r Jordan Lake Watershed (15A NCAC 02B.0267)
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
Impact 1 - Perp
White Oak
Permanent
Exempt
1,919.
1,320.
Sewer Crossing
Creek
(P)
00
00
Nep label (e.g. F oad
Perm or Terrp
Square
Square
Crossing 1)
Feet
Feet
Impact 2 -
White Oak
Permanent
Allowable
675.00
421.00
Stormwater Outfall
Creek
(P)
Square
Square
- High Flow
FermorTerrp
Feet
Feet
Bypass
Nep label (e.g. Fbad
Crossing 1)
Impact 3 -
White Oak
Permanent
Allowable
437.00
417.00
Stormwater Oufall
Creek
(P)
Square
Square
- Level
Perm or Terrp
Feet
Feet
SpreaderNFS
Nbp label (e.g. Fbad
Crossing 1)
Impact 4 - Water
White Oak
Temporary
Exempt
682.00
218.00
Line Crossing
Creek
(T)
Square
Square
Nbp label (e.g. Fbad
Fermor Terrp
Feet
Feet
Crossing 1)
Total Zone 1 Impacts: 3,713.00
Total Zone 2 Impacts: 2,376.00
Total Buffer Impacts: 6,089.00
Comments:
R

The proposed impacts consist of 5,189 sq ft of permanent impacts to riparian
buffers (Z1: 3,031 sq ft; Z2: 2,158 sq ft) and 900 sq ft of temporary riparian buffer
impacts (Z1: 682 sq ft; Z2: 218 sq ft). The entire 30 If utility easement will be
mowed/maintained in perpetuity. The proposed sewer crossing (Impact 1) is a
perpendicular crossing with less than a 40 If wide construction corridor with a
permanent maintenance corridor equal to or less than 30 ft wide, which is classified
as "Deemed Allowable".
SCM #1 will have two outfalls which are connected to a splitter box During normal
rain events, SCM #1 will outfall through the 4" DIP which will flow into a level
spreader and vegetated filter strip (Impact 3) at nonerosive flows. During heavy rain
events, SCM #1 will also outfall through the high flow bypass into a riprap dissipator
which will dissipate velocity prior to discharging into White Oak Creek. SCM #1 is a
wet detention pond which will provide 30% nitrogen removal. Due to the overall
density of the proposed project and the SCM discharging directly into White Oak
Creek, additional treatment through a level spreader and vegetated filter strip was
included in the design to provide additional nitrogen removal of 51%. The level
spreader and vegetated filter strip have been designed to meet design
requirements of NC Stormwater Design Manual. The proposed outfalls are classified
as "Allowable Upon Authorization".
The proposed water line along Raynor Road will be installed via bore and jack and
will result in temporary buffer impacts for the bore pit and receiving pits only. The
riparian buffer is located within the maintained ROW and the buffers consists of
mowed grass and weeds. Upon completion of installation of the water line, the
temporary impact areas for the bore and receiving pits will be restored to
preconstruction grades and seeded with grass to restore the buffers to their e)asting
condition. The temporary impacts for the water line installation are classified as
utility -non -sewer underground lines perpendicular crossing that disturbs less than
150 If which is classified as "Deemed Allowable".
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.*
The project has been designed to avoid all impacts to onsite wetlands and streams.
Riparian buffer impacts have been minimized to only those necessary for
construction of infrastructure. The proposed sewer crossing has been designed to
minimize impacts by crossing the buffer perpendicularly and will be an aerial
crossing over the stream to avoid stream impacts.
The proposed outfalls for SCM #1 have been designed to cross the buffer
perpendicularly. Additionally, the riprap disspator swale and vegetated filter strip
have been designed to stop at the top of bank of White Oak Creek to avoid stream
impacts.
The water line has been designed to cross the buffers perpendicularly and will be
installed below White Oak Creek via bore and jack to avoid stream impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Silt fencing and sediment & erosion control measures will be installed prior to
construction. Access during construction will occur within uplands.
E. Diffuse Flow Plan
la. What type of SCM are you providing?*
W Level Spreader
W Vegetated Conveyance (lower SHWT)
f Wetland Swale (higher SH T)
r Proposed project will not create concentrated stormwater flow through the
buffer
V Other SCM that removed minimum of 30% nitrogen

1b. Describe how diffuse flow will be maintained:*
SCM #1 is a wet detention pond that will provide 30% nitrogen removal. Due to the
overall density of the proposed project and the SCM discharging directly to White
Oak Creek additional treatment through a level spreader and vegetated filter strip
was included in the SCM #1 design to provide additional nitrogen removal of 51 %
The level spreader and vegetated filter strip has been designed to meet design
requirements of the NC Stormwater Design Manual.
1c. Diffuse Flow Documentation*(lick the upload button ordrag and drop files here toattach docurrent
17 - SCM #1 - Wet Pond Design.pdf 168.13KB
PDF 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
c No
Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR
Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200)?
r,
(-. ivy
2b. Is this an after -the -fact buffer authorization application?
C
C Nu
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
Cover Letter.pdf 137.81 KB
FEF 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: * Troy Beasley - Authorized Agent
Signature
U

Submission Date: 12/11/2020
(Auto populated field)

Initial Review
Is this accepted into the review process?*
Is this project a public transportation
project?*
ID#*
Version:*
Select Reviewer:
Select Reviewing Office*
Has payment been received?*
O Yes O No
O Yes
O No
20201420
1
Stephanie Goss:eads\szgoss
Raleigh Regional Office - [phone]
C No Payment Needed
r Fee Received
r Need Fee - send electronic notification

-0 WithersRavenel
N. Our People. Your Success.
AUTHORIZATION FOR PROPERTY ACCESS
The undersigned owner(s), Alice H. Williams & Elmo T. Williams Trust, do(es) hereby authorize
WithersRavenel, Inc. to access the ±84.9-acre parcel (PIN: 1639583019) located at 5901 Raynor Road in
Garner, Wake County, North Carolina for the purpose of environmental regulatory agency review (US Army
Corps of Engineers, NC Division of Water Quality, NC Division of Coastal Management, US Fish and Wildlife
Service, local Municipalities, etc.) and approvals (i.e. wetland delineation, stream/buffer determination,
environmental permitting, etc.) at the request of the contract purchaser.
This authorization does not bind the current property owner(s) to financial responsibility for services
rendered on the subject property by WithersRavenel, Inc.
This agreement shall continue in effect until completion/termination of the purchase contract for the subject
property.
Date:
Contract Purchaser's Agent Info: Signature of Owner(s):
WithersRavenel, Inc.
Name - Print Title
115 MacKenan Drive
Cary, NC 27511 Signature
Tel. [phone]
Mailing Address
City State Zip
Phone:
Email:
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

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USGS QUAD (2019) -GARNER I/ Engineers l Planners l Surveyors
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PIN:1639583019
PIN Ext: 000
Real Estate ID: 0077347
Map Name: 1639 02
Owner: ELMO T WILLIAMS TRUST WILLIAMS,
ALICE H
Mail Address 1: 5813 RAYNOR RD
Mail Address 2: GARNER NC 27529-9460
Mail Address 3:
Deed Book: 010404
Deed Page:01591
Deed Acres: 84.9
Deed Date:8/27/2003
Building Value: $506,208
Land Value: $1,649,040
Total Value: $2,155,248
Biling Class: Business
Description: TRB STURDIVANT LAND &
BUBM1996 BM1996 -300
Heated Area: 6123
Street Name: RAYNOR RD
Site Address:5901 RAYNOR RD
City:
Planning Jursidiction: GA
Township: St. Mary's
Year Built: 1913
Sale Price: $0
Sale Date:
Use Type: SINGLFAM
Design Style: Conventional
0 425 850 1,700 ft
I I I I I I I
1 inch = 800 feet
Disclaimer
iMaps makes every effort to produce and publish
the most current and accurate information possible.
However, the maps are produced for information purposes,
and are NOT surveys. No warranties, expressed or implied,
are provided for the data therein, its use,or its interpretation.

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RESIDENTIAL PARKING REQUIREMENTS
PHASE TOTAL
PROVIDED
CUMULATIVE
TOTAL
PHASE 1
169 DWELLING UNITS (2 SPACES PER UNIT)
338
338
TOWNHOME GUEST PARKING (145 UNITS @ 1 SPACE PER 4 UNITS)
37
37
TOTAL PARKING SPACES REQUIRED
375
375
PARKING PROVIDED:
ON LOT (SINGLE FAMILY AND TOWNHOMES)
338
338
ON STREET (PARALLEL AND/OR PARKING LOT)
12
350
AMENITY CENTER LOT (RESIDENTIAL GUEST PARKING)
25
375
AMENITY CENTER LOT (NOT COUNTED TOWARDS RESIDENTIAL PARKIN
16
N/A
TOTAL PARKING SPACES PROVIDED
375
375
PHASE 2
83 DWELLING UNITS (2 SPACES PER UNIT)
166
504
TOWNHOME GUEST PARKING (62 UNITS @ 1 SPACE PER 4 UNITS)
16
53
TOTAL PARKING SPACES REQUIRED
182
557
PARKING PROVIDED:
ON LOT (SINGLE FAMILY AND TOWNHOMES)
166
541
ON STREET (PARALLEL AND/OR PARKING LOT)
20
561
TOTAL PARKING SPACES PROVIDED
186
561
PHASE 3
56 DWELLING UNITS (2 SPACES PER UNIT)
112
616
TOWNHOME GUEST PARKING (0 UNITS)
0
53
TOTAL PARKING SPACES REQUIRED
112
669
PARKING PROVIDED:
ON LOT (SINGLE FAMILY AND TOWNHOMES)
112
673
ON STREET (PARALLEL AND/OR PARKING LOT)
4
677
TOTAL PARKING SPACES PROVIDED
116
677
PHASE 4
21 DWELLING UNITS (2 SPACES PER UNIT)
42
658
TOWNHOME GUEST PARKING (0 UNITS)
0
53
TOTAL PARKING SPACES REQUIRED
42
711
PARKING PROVIDED:
ON LOT (SINGLE FAMILY AND TOWNHOMES)
42
719
ON STREET (PARALLEL AND/OR PARKING LOT)
5
724
TOTAL PARKING SPACES PROVIDED
47
j 724
-� SHEET2.2
MULTI -USE TRAIL
11 /
— —A DR �I I 6'CONCRETE -.................................
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BOUNDARY / ��......................
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��.......:.
R NOR RD. I � ,°� II ' ' � TRAIL �I
\................ ............
— ALLEY 24' B-B / EXISTING �—
I (TYP) / / BOUNDARY :.: .......
/ I I / I , 24' X 9' PARALLEL
PARKING (TYP) /
1.................
/ IPHASE 2
..................
y oo I n e 3
I MULTI -USE
..... ..........
0
x
U
z
w
z
0
0
BUILDING SETBACKS
SINGLE FAMILY DETACHED (FRONT LOADED)
FRONT SETBACK
20' MIN
SIDE SETBACK
S MIN, 10' AGGREGATE
CORNER SIDE SETBACK
8' MIN
REAR SETBACK
15' MIN
SINGLE FAMILY DETACHED (REAR LOADED)
FRONT SETBACK
S MIN
SIDE SETBACK
S MIN, 10' AGGREGATE
CORNER SIDE SETBACK
8' MIN
REAR SETBACK
4' WITH DETACHED GARAGE
20' WITHOUT DETACHED GARAGE
TOWNHOME UNITS (REAR LOADED)
FRONT SETBACK
S MIN
SIDE SETBACK
0' MIN, 5' MIN END UNITS
CORNER SIDE SETBACK
8' MIN
REAR SETBACK
4' WITH DETACHED GARAGE
20' WITHOUT DETACHED GARAGE
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VICINITY MAP
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1 inch = 300 ft. \`
IMPACT SPECIFICATION
OVERALL BUFFER IMPACT SUMMARY
TEMPORARY
PERMANENT
30' ZONE 1
20' ZONE 2
30' ZONE 1
20' ZONE 2
(SF)
(AC)
(SF)
(AC)
(SF)
(AC)
(SF)
(AC)
1
SEWER CROSSING
1919
0.044
1320
0.030
2
RIP -RAP DISSIPATOR
675
0.015
421
0.010
3
LEVEL SPREADER/
VEGETATED FILTER
437
0.010
417
0.010
4
TEMPORARY
CONSTRUCTION ACCESS
682
0.016
218
0.005
-
-
-
3,031
0.070
2,158
0.040
N° Revision Dat B Designer Seale \/ WithersRavenel III WR AS NOTED sneer eo.
J[D­n By WR Date 12-7-2D2D RAYNOR ROAD SUBDIVISION OVERALL BUFFER IMPACT MAP I/ 15MaerslPDiversl ,27511 A
hed<ed By ]ob No. 115 MacKenan Drive 3 Cary, INCNC 27511
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ZONE 1 - 1919 SF I ZONE 2 BUFFER \\
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IMPACT LEGEND
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TEMPORARY
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NEUSE RIVER 30' BUFFER
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30' NEUSE RIPARIAN \
ZONE 1 BUFFER \ \ \ \
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NO OR FORMERLY
—242 / / III IIII /x \\ \ \� WHITE
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\
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WR Date 12-7-2020 RAYNOR ROAD SUBDIVISION BUFFER IMPACT MAP 10 EngfieersIPlannersISurveyors y ]ob No. 115 MacKenan Drive I Cary, NC 27511
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FEMA FLOODWAY
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/ PROPERTY
L // ♦� f �� BOUNDARY ✓ /
Q \ //� IMPACT #2
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\\ _ RIP -RAP DISSIPATOR
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\ \ \ \ IMPACT #3
\ \ PERMANENT BUFFER IMPACT
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TOP OF BANK
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_ \ GRAPHIC SCALE
I ( /
_ 1 /
30 0 15 30 60
1 inch = 30 Ft.
Revision Date B Designer 5eae \/ WithersRavenel WR AS NOTED s,eet uo.
�1­By WR °ate12-7-2020 RAYNOR ROAD SUBDIVISION BUFFER IMPACT MAP 1/Eng;neersIPlannersISurveyors C
ked By ]ob No. 115 A cKenan Drive I Cary, NC 27511
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\ _ \ \ \ \\ \ i \ a TEMPORARY CONSTRUCTION
\ \ \ \ \ \\ ACCESS
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' \ \\ \ \ / / \ BOUNDARY
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TEMPORARY
ZONE1
NEUSE RIVER 30' BUFFER
TEMPORARY
ZONE 2
NEUSE RIVER 20' BUFFER
\ NOW OR FORMERLY 20" STEEL ENCASEMENT TO BE
CITY OF RALEIGH INSTALLED BY BORE AND JACK
WHITE OAK CREEK PUMP STATION No STREAM IMPACT
PARCEL / /
DB 12224, PG. 149 N�/ �� \ \ \\\ ` \ \ j / /
PIN: 1639-39-8793
PROPERTY \/ / / / NCDOT PERMANENT UTILITY &
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\ BOUNDARY \i / � EASEMENT \ /� \\ \ \\ \ / / / DB 17600, PG. 216 /�� /
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ID
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(TYP) / \ \ \ \ L J / RICHARD L. HAYES
jtia �0/ / / — _ / \ \ \ \ `\\\\ \ and wife SOPH IA HAYES
ESTATE FILE 17-E-0082
DB 17600, PG. 216
EXISTING ROW / \ \ \ / / / APRIL COURT - LOT 1
\ _ I
BM 1966, PG. 157
\ \\ °o PIN:1639-49-2632
J
GRAPHICSCALE
30 0 15 30 60
\
—252— \ i \ \\ / / � 1 inch = 30 Ft.
T
No. Revision Date 3v llln,,i,n,, Scale \/ Withers Rave n e l WR AS NOTED s,eet uo.
Drawn By WR Date 12-7-2020 RAYNOR ROAD SUBDIVISION BUFFER IMPACT MAP 1/ Engineers I Planners I Surveyors D
Checked By ]ob No. 115 MacKenan Drive I Cary, NC 27511
WR 02190124 GARNER WAKE COUNTY NORTH CAROLINA t:919.469.334011icense#:C-08321 www.withersravenel.com

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Revision Date B Designer Scale ; \/ WithersRavenel
WR AS NOTED sneer no.
Drawn By WR Date 12-7-2020 RAYNOR ROAD SUBDIVISION OVERALL STREAM AND WETLAND IMPACT MAP I/ EngneersPlannersSurveyors E
Checked By ]ob No. 115 MacKenao Drive I Cary, NC 27511
WR 02190124 GARNER WAKE COUNTY NORTH CAROLINA t: 919.469.3340 1
license #:C-08321--ithersraveneLcom

_ CnCn
EXISTING
\ SEWER
MH=-----243—�
30' COR PUBLIC SANITARY SEWER
(BM206, PG 265)
-242-
IMPACT LEGEND
PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS) II
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
� — 241
GRAVEL � — I � i�S� ) 1 \ I , _\ I H 1A � / / — — — /��/�/✓
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/ / I \ RIPARIAN BUFFER OFFSET FROM THE
NORTHERN BANK OF WHITE OAK CREEK
PER BM 2002, PG. 1294 (NO DEED FOUND)
NO OR FORMERLY
WHITES OAK ASS CIATES
-242 \ I / / /// //// i \ \ \ \
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BM �015, G.
2/ \
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\ � /
Revision Date 3v I I Designer Scale \/ Withers Rave n e l
WR A212.2R RAYNOR ROAD SUBDIVISION STREAM AND WETLAND IMPACT MAP 1p FNo
Drawn By Date
Engineers I Planners I Surveyors
Checked By ]ob No. 115 MacKenan Drive I Cary, NC 27511
tmi WR 02190124 GARNER WAKE COUNTY NORTH CAROLINA t: 919.469.3340 1 license #: C-0832 I w—withersravenel.com

SCALE:
1" = 50' HORIZ.
1 " = 5' V E RT.
9+50 10+00 10+50 11+00 11+50 12+00 12-50 13+00 13+50 14+00 14+50
AERIAL SEWER OUTFALL
Nol Revision Date I 3v Designer 5cae \/ Withers Rave n e l
WR AS NOTED s,eet uo.
Drawn By WR Date 12-7-2020 RAYNOR ROAD SUBDIVISION STREAM AND WETLAND IMPACT MAP 1/ Eng;neersIPlannersISurveyors F-1
Checked By lob No.11 115 MacKenan Drive I Cary, NC 27511
WR 02190124 GARNER WAKE COUNTY NORTH CAROLINA t: 919.469.3340 1 license #: C-0832 I www.withersravenel.com

\
30' NEUSE RIPARIAN
ZONE 1 BUFFER \\\\ \\ \ > PROPERTY /
BOUNDARY
�\ / TOP OF BANK \ \
50' NEUSE RIPARIAN ^ I j /
IMPACT LEGEND
® PERMANENT WETLANDS
® TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS)
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
ZONE 2 BUFFER \
( 1 /
/
\ RECEIVING PIT
NOW OR FORMERLY 20" STEEL ENCASEMENT TO BE / // \\� \ RFF�\ / ' \' y0,
CITY OF RALEIGH INSTALLED BY BORE AND JACK I 1 ////� �� ` \\\ \ / ^ / / 2 /
NO STREAM IMPACT / / \\ / / � /
WHITE OAK CREEK PUMP STATION 1 ✓ \ \ / \ \ J \ �— — / / \ \ / / / \/ / / / 5 /
PARCEL J \ \ _ / 1 / /
DB 12224, PG. 149 // j\\ \\\ i \\\�\\ \ /\ //
PIN: 1639-39-8\3 / � � \ \ \\\ \\ \ '� �� / /
PROPERTY \ \ / / / / NCDOT PERMANENT UTILITY &
UTILITY ✓ �\ \ \ \ / \ / TEMPORARY CONSTRUCTION EASEMENTS 5�'
\ BOUNDARY \i / EASEMENT-,, /� \ \ \ \ \ , /� / / DB 17600, PG. 216 /2 /
rob/
X\
BORE PIT
12" DIP WL NOW OR FORMERLY
(TYP) RICHARD L. HAYES
��0/ and wife SOPH IA HAYES
ESTATE FILE 17-E-0082 \
DB 17600, PG. 216
EXISTING ROW / \ \ \ / / / APRIL COURT - LOT 1
\ _ I
BM 1966, PG. 157
°o J \ \ \ \ S 0 \ \ \\\ � I r � PIN: 1639-49-2632
GRAPHIC SCALE
30 0 15 30 60
—252— \ \ \ / / / 1 inch = 30 Ft.
No. Reis;°n Date I By Illin—i—r Scale III\I/ Withers Rave n e l
WR AZ'2o2R RAYNOR ROAD SUBDIVISION STREAM AND WETLAND IMPACT MAP 1� GNo
Drawn By Date
Engineers Planners Surveyors
Checked By ]ob No. 115 MacKenan Drive I Cary, NC 27511
WR 02190124 GARNER WAKE COUNTY NORTH CAROLINA t:919.469.334011icense#:C-08321 w—withersraveneLcom

255
255
250
EXISTING GRADE
CENTER
250
EXISTING
OFFSET
GRADE
24'LEFT
245
245
240
240
235
................
..... ..........
235
..
..
230
12"DIP
WATERLINE
±54' - 20" STEEL ENCASEMENT TO
BE INSTALLED BY BORE AND JACK
230
3
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WHITE OAK CREEK
STEEL ENCASEMENT
INSTALLATION BY BORE AND JACK
SCALE:
1" = 50' HORIZ.
1 " = 5' VERT.
No. I Revision Date 3v Designer 5cae \/ Withers Rave n e l
WR AS NOTED s,eet uo.
D rawn By WR Date 12-7-2020 RAYNOR ROAD SUBDIVISION STREAM AND WETLAND IMPACT 1/ Engineers I Planners I Surveyors G-1
Checked By ]ob No.11 115 MacKenan Drive I Cary, NC 27511
WR 02190124 GARNER WAKE COUNTY NORTH CAROLINA t:919.469.334011icense#:C-0832 I www.withersravenel.com

1%WithersRavenet
Our PeopLe. Your Success.
Pond Design
Project Name: Raynor Road
City/State: Garner, North Carolina
Project #: 02190124
Date: 10/9/20
SCM #1 - Stormwater Wet Pond Design
Table 1: Surface Area to Drainage Area Ratio for Permanent Pool Sizing (Adapted from Driscoll, 1986,'
Piedmont and Mountain
Impervious
10
SA/DA Table (Adapted
Permanent
3.0 4.0
0.51 0.43
from Driscoll, 1986)
Pool Depth
0.37 0.30 0.27 0.25
20
0.84
0.69
0.61
0.51
0.44
0.40
30
1.17
0.94
0.84
0.72
0.61
0.56
40
1.51
1.24
1.09
0.91
0.78
0.71
50
1.79
1.51
1.31
1.13
0.95
0.87
60
2.09
1.77
1.49
1.31
1 1.12
1.03
70
2.51
2.09
1.80
1.56
1.34
1.17
80
2.92
2.41
2.07
1.82
1.62
1.40
90
3.25
2.64
2.31
2.04
1.84
1.59
100
3.55
2.79
2.52
2.34
2.04
1.75
Source: NCDEQ Stormwater Design Manual Minimum Design Criteria C-3 Wet Pond (4.18.2017)
SCM #1 Drainage Area Information
Total Drainage Area = 43.65 acres
Total Impervious Area = 24.12 acres
Impervious Surface Area = 55.26
SCM #1 Normal Pool Information
Avg Depth = 4.50 ft Normal Pool Elevation = 245.5
SA/DA ratio = 1.53 From Table 1 Main Pool SA Provided = 35905 sq. ft.
DA x SA - DA ratio 0.824 acres
Minimum pond surface area (SA) _
100
SA = 29009 sq. ft.
0.666 acres
SCM #1 Water Quality Information
JUsing "Simple Method" Runoff Volume Calculations
described by Schueler (1987)
Rv =0.05+0.::X,:]
Where: Rv = Runoff coefficient
I = Percent impervious
Rv = 0.55 in/in
Total runoff volume from 1-inch precipitation:
Runoff Volume (S) = Design Rainfall x Rv x Drainage Area
S = 86723 cu. ft.
1.991 acre-ft
Water Quality Pool Elev =
Overflow Elev =
toraRe Volume Provided =
247.16 ft
247.25 ft
91762 cu. ft.
2.107 acre-ft
Page 1 of 1