20201957 Ver 1_ePCN Application_20210115

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20201957
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Central Office - [phone]
Information for Initial Review
1a. Name of project:
Norwood Road Subdivision
1a. Who is the Primary Contact?*
Sean Clark
1b. Primary Contact Email:*
[e-mail]
Date Submitted
1/15/2021
Nearest Body of Water
Lower Barton Creek
Basin
Neuse
Water Classification
WS-N;NSW
Site Coordinates
Latitude:
35.9404
Pre -Filing Meeting Information
ID#
20201957
Pre -fling Meeting or Request Date*
12/14/2020
Longitude:
-78.6559
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Rick Trone:eads\rvtrone
1c. Primary Contact Phone:*
[phone]
Version
1
52.98KB
A. Processing Information C^U
County (or Counties) where the project is located:
Wake

Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
la. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
1b. What type(s) of permit(s) do you wish to seek authorization?
W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
29 - Residential Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)press
V Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
r Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Gina Bailey Bunch
2b. Deed book and page no.:
DB: 017029 DP: 01370 & DB: 015002 DP: 00933
2c. Responsible party:
2d.Address
*
r Yes r No
r Yes r No

Street Address
14112 Norwood Road
Address Line 2
City
Raleigh
Postal / Zip Code
27614
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Sanford Bailey
3b. Business Name:
3c.Address
Street Address
8900 Bud Smith Road
Address Line 2
City
Wake Forest
Rstal / Zip Code
27587
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Kim Hamlin
4b. Business Name:
Sage Ecological Services, Inc.
4c.Address
Street Address
3707 Swift Drive
Address Line 2
City
Raleigh
Postal / Zip Code
27605
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
signed Agent Authorization for Norwood Road (2020.083).pdf
C. Project Information and Prior Project History
Project Information
1b. Subdivision name:
ff appropriate)
Norwood Road Subdivision
1c. Nearest municipality/ town:
Raleigh
F-
2. Project Identification
State / Rwince / Rtion
NC
Country
USA
2f. Fax Number:
Slate / province / Illegion
NC
Country
USA
3e. Fax Number:
State / Rmince / Pegion
NC
Country
USA
4e. Fax Number:
254.65KB

2a. Property Identification Number:
1709188065 & 1709188065
2c. Project Address
Street Address
+/- 500 feet west of the intersection of Norwood Road and Raven Rock Drive
Address tine 2
CKY
Raleigh
Instal / Zip Cade
27614
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Lower Barton Creek
3b. Water Resources Classification of nearest receiving water:*
WS-IV;NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202010602
4. Project Description and History
2b. Property size:
37.25
State / Province / I?gion
NC
(buntry
USA
4a. 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 Site is a combination of two individual parcels. The Site consists mostly of undeveloped wooded areas and a small residential outparcel. The outparcel contains maintained areas
for the single-family dwelling and associated outbuildings. Land use in the vicinity includes rural residential and undeveloped land.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Figure1 - USGS.pdf
2.15MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Figure2 - Soils Map.pdf 1.79MB
4f. List the total estimated acreage of all existing wetlands on the property:
0.131
4g. List the total estimated linear feet of all existing streams on the property:
1830
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to construct a single-family residential development with associated roadways, amenities, and utilities to meet the demand for housing in this
area.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The overall project consists of the construction of a single-family residential development. Access to the Site will be provided by a connection to Norwood Road. Water services will be
provided by a proposed community well system. Wastewater will be treated by proposed individual septic systems. Heavy equipment typically used for utility installation projects (e.g.
back hoes, bull -dozers, etc.) will be utilized.
4j. Please upload project drawings for the proposed project.
Norwood Rd Subd Impact map12-11-20.pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Mr. David Gainey
1.89MB
O Unknown

Agency/Consultant Company: Sage Ecological Services, Inc.
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
t^ Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries
W Buffers
r Open Waters r Pond Construction
3. Stream Impacts
F
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name *
3e. Stream Type *
3f. Type of
3h. Impact
(?)
]3g.S.width*
Jurisdiction*
length*
S1
Road Crossing
9
Permanent
Culvert
Stream A
Perennial
Cor s
p
5
117
Average (feet)
(linearfeet)
S2
Road Crossing
Permanent
Rip Rap Fill
Stream A
Perennial
Corps
5
30
Average (feet)
(lir�rfeel)
H
Road Crossing
Temporary
Dewatering
Stream A
Perennial
Corps
5
202
Average (feet)
(lir�rfeel)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
3i. Total temporary stream impacts:
147
202
31. Total stream and ditch impacts:
349
3j. Comments:
Total permanent stream impact due to culverting for a road crossing
= 147 LF (including 30 LF of Permanent - No Loss impact for a rip rap dissipater
pad at the culvert outlet). Total temporary dewatering impact = 202 LF for culvert construction.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
W Neuse
r Tar -Pamlico
r Catawba
r Randleman
r Goose Creek
r Jordan Lake
r Other
6b. Impact Type
6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required?
6f. Zone 1 impact 6g. Zone 2 impact
Road Crossing - Allowable
P
Stream A
No
9,650
4,556
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1 Zone 2
Total Permanent impacts: 9,650.00 4,556.00
Zone 1 Zone 2

Total combined buffer impacts: 9,650.00 4,556.00
6i. Comments:
Total permanent riparian buffer impacts due to road crossing = 9,650 sf in Zone 1 and 4,556 sf in Zone 2
Supporting Documentation
Norwood Rd Subd Impact map12-11-20.pdf 1.69MB
E. Impact Justification and Mitigation u
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The proposed roads were aligned so as to avoid and minimize impacts to wetlands, streams, and riparian buffers to the mapmum extent practicable.
Initially proposed buffer impacts were reduced by reducing grading impacts for the road crossing. No wetland impacts are proposed. Construction
fencing will be used to define the construction corridor and prevent any accidental additional impacts, while silt fencing will be installed to provide
additional protection from runoff.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
General techniques include the use of construction fencing to define the construction corridor and prevent any accidental additional impacts. Silt
fencing will also be used to prevent sediment runoff into the streams. Ground cover will be established immediately after ground disturbance during
construction.
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Permanent stream impacts are below the threshold for requiring mitigation. All riparian buffer impacts are "Allowable Upon Authorization." No wetland impacts are proposed.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
W Other SCM that removes minimum 30 % nitrogen
r Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
r WA - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
W Local Government F State
Local Government Stormwater Programs
r Phase II W NSW r USMP W Water Supply
Please identify which local government stormwater program you are using.
City of Raleigh
Comments:
The project requires a Stormwater Management Plan (SMP) which will be reviewed by the City of Raleigh. The SMP will include two stormwater ponds on either side of Stream A.
G. Supplementary Information

1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
The Project will use a community well and individual septic systems thereby not introducing any new utilities to the area so the development of this
property will neither increase nor decrease the likelihood of future development in this area.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
The Project will utilize individual septic system to handle wastewater.
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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
According to the NCNHP Report dated November 4, 2020, no federally listed T&E species were documented on the Site or within 1.0 mile of the Site.
Consultation Documentation Upload
NHP Report - Norwood Road.pdf 251.53KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The proposed project takes place in Wake County which is not near any coastal or tidal habitat that would support EFH (i.e. salt marshes, oyster
reefs, etc.).
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?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*

(hftp://gis.nodcr.gov/hpovveb/)
The Site is listed as a historic property but is not within a historic district. The historic property
(Anderson Yancey House) designated as "Surveyed Only (SO)" is located in the northwestern
corner of the Site. Ten properties are listed within 1.0 mile of the Site based on a query of the GIS
files from NCSHPO. Seven properties are designated "Surveyed Only (SO)" and two properties are
designated as "SO -Gone." One "Study List Gone" (SL-Gone) property is also located within 1.0
mile of the Site.
7c. Historic or Prehistoric Information Upload
Figure4-SHPO Map.pdf 1.1 MB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
The overall property contains FEMA mapped floodplain, but the "Project' will not occur in the floodplain because no development (e.g. fill, utilities,
etc.) is proposed in the floodplain.
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Map Service Center NC Flood Risk Information System DFIRM Panel #3720170900J, effective May 2, 2006.
Miscellaneous
Comments
ORM spreadsheet will be submitted with the PJD request via email.
Miscellaneous attachments not previously requested.
Norwood Road PCN Cover Letter.pdf
Signature
W By checking the box and signing below, I certify that:
111.55KB
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the INC General Statutes (the "Uniform Electronic Transactions Act');
• 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 PCN form.
Full Name:
Kimberly Hamlin
Signature
Date
1/15/2021
u
u

DocuSign Envelope ID: 92095014-CFF8-43E1-80F8-E13D22B21EE7
01
AGENT AUTHORIZATION FORM
All Blanks to Be Filled in By the Current Landowner or Legal Representative
Name: t 'I
Yn CL
Address: 1 4 / % 2— AU c9, cuJ q v eta 6t-a
_76141—
Phone: / 7c� 3 6
Email: cI A G
A/` % 41 /3 %E Cv�
Project Name/Description: Norwood Road Pro e�r�ty
Sage Project # 2020.083
Date: / ZZ 00
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office:
Re: Wetlands and Streams Related Consulting and Permitting
To Whom it May Concern:
c'c.,c�, e�r�
I, the undersigned, the owner or a duly authorized representative of record of the property/properties identified
herein, do authorize representatives of the U.S. Army Corps of Engineers (Corps) to enter upon the property herein
described for the purpose of conducting on -site investigations and issuing a determination associated with Waters
of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers
and Harbors Act of 1899.1 also hereby designate and authorize Sage Ecological Services to act on my behalf as my
agent in the processing of permit applications, to furnish upon request supplemental information in support of
applications, etc. from this day forward.
This notification supersedes any previous correspondence concerning the agent for this project.
Notice: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by Sage staff. Please contact Sage to arrange a meeting
pra r RocF:tlleSite. DocuSignedby:
�of
12020 d.PAS$u�+c�12/v/2020
Bjc" "`w�. BFFAE65GB2E5]AA.Frin'i' ame Landowner or Signature of Landowner or
Legal Representative Legal Representative

SAGE
ECOLOGICAL
SERVICES
EST. A
-11'

dL
%fM
AEI d�� ' _ dill
t a
L
1
d D {
t
.'�� w F
r B CIE
r.
1 �+ Feature B
C2 - 8
Ik
F
1 + �1 � • ^-%1' . � Feature A •
D s }
Feature E f I •
wF T
%%-01- Feature C
r{� WWI+!
f I I Feature D
r 5 f
-'" WE Ce F
5 {
W� _ _ - Feature F APE
Ld Ge
v .
e
� A —� - eD. ec Project Study Area
ej
iviap Location
'GRANVILLE
FRANKLIN
7DURHAM
WAKE NASH
CHATHAM
JOHNSTON
LEE HARNETT
: I
NRCS Soils Map
Norwood Road Property
Sage Project # 2020.083
N
Wake County, NC Soil Survey 1970
Soil Sheet # 12 and 13
Map Prepared by: Philip Beach
October 19, 2020
0 295 590
Feet
Figure 2
SAGE
ECOLOGICAL
SERVICES
EST. 2016
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537

50' RIGHT OF WAY
20' PAVEMENT 6
CL
10, 10,
i� 114^PER FT. 2" SF9.5B
FT � PER FT
1V PER
8" CABC
CUT
FILL
RESIDENTIAL STREETS
TYPICAL CROSS SECTION
NTS
CL RNV
45' 6'
� PFR FT Z1
:8" ABC
2" SF9.5B SUPERPAVE ASPHALT
SECTION A -A
SYMMETRICAL CUL-DE-SAC
WITH NO CURB AND GUTTER
NITS
70' 50' TAPER
(REQUIRED FOR W
25' LESS THAN 26)
10'
313'MIN. R= 30' 25 R SIGH pp xx `TMPI,NGLE
R W R W
R= 30' R= 3D'
STOP
EDGE OF PAVEMENT EDGE OF PAVEMENT
EDGE OF PAVEMENT EDGE OF PAVEMENT
EXISTING ROAD
R W R W
RECOMMENDED ROAD CONNECTION
STOP CONDITION
LEGEND
10,000 SF
= MAXIMUM IMPERVIOUS ALLOWED
= FLOOD HAZARD SOILS
= PERMANENT OPEN SPACE
++++++++
++++++++
++++++++
++++++++
++++++++
=
WETLANDS
VAR. 6' 8' 5'
PAVEMENT SHOULDER
WIDTH WIDTH
R4-/FT
-2.08% +B% +16�
-8.33% -18q
OR
1 /FT �259,
SHOULDER SECTION
DRIVEWAY TURNOUT GRADES
. w
a
model 1570 (F) CBU
16-Box Unit
T1
50' TREE & VEGETATION
PROTECTION ZONE
w _ \
DWELLIN _
TO BE O
REMOVED = GRAVEL
CCESS
N/F N o I DRIVE TO
PAUL D. BAILEY 1Mol I BE REMOVED01
N/F
GINA BAILEY BUNCH
D. B.17028 PAGE 1366
PIN# 1709-18-9706
R0 A�
N�R�VO N.C.S.R. 1834
N � PUBLIC R/w
60-
_ I
PROPOSED SIGN
5 7
EASEMENT I
67,826 S.F.
�C
MIA=10,000 SF.
SHED'S
TO BE
PUMP
I
REMOVED
/WELL
unllcr Tn
�GHfi"
TRIANGLE 19
MIA=10,000 SF.
202'
D.B.15002 PAGE 930 I co SEPTIC
` B.M.2012 PAGE 525 d CO hed TANK AND \ L J
PIN# 1709-18-3061 a FIELD TO BE
SHED
Z I 'S �� REMOVED 71,046 S.F.
TO BE . - - (REMOVED S MIA=10,000SF. I
end
v �
`KIOSK 40,004 S.F.
- - - - I LOCATION MIA=436 SF. MIA=10,000SF.
0.000
well 215'
POND
1-00 YR rLOODP IN
- - - - 500 YR`FLOO,)PLAI � ` - - 44,126 S.F.
- `. - `- `- `` - � `_ ." - /� -. - - / \ - � -• `. • `` �� / �O MIA=10,000SF.
PERMANENT QO���`
OPEN SPACE
- - - - / - - - - ' ` ./. • ,� PROPEIED USE: r- ` QO QJ o 1 6
CONSERYYATION O `� Q �� O
NATURA`�AREA� Fiqure #1 Inset Map
12.26 C. 50,107 S.F.
` - ` _ - ` / . • / / - \ ` - - F� MIA=10,000 SF.
PAUL D. Al
`.B.15002 P. GE 980
` M.2012 PA 525- ` - - . `- \ / 42,958 S.F.
` - - - - - - - - IN# 1709-07- 89 - - �\ MIA=10,000SF.
Iw
--10' RNV
TO BE
DEDICATED
CM
N N
M,N
N M
�Io
(0
I
N/F
JOHNNY & NANCY STEVENS
D.B.2227 PAGE 301
PIN# 1709-28-6201
N/F
ROBERT & LISA SMALLWOOD
D.B.14392 PAGE 468
PIN# 1709-27-5996
Qo
Zp
�
�
0'�
z
O
-)3 Rp Pp
(n
NpRwppo
bi
0
SITE Q
0
V)
Y
fr
O
O
Z
U-
x
�07
SEAL:
VICINITY M A P
(N.T.S.)
`nioTFR SUPPLY WATERSHED BUFFER CROSSING
Driveway crossings that access single-family dwellings, provided:
The use of single driveways for multiple lots may be necessary.
1. no alternative to their location in the buffer (including opportunity for shared
driveways) exists',
2. buffer disturbance is no more than 60 feet wide [1]:
N/F
3. buffer disturbance is no more than 6,000 square feet in area:
ALLEN & JAMIE GREENE
4. the driveway crosses the buffer at an angle as close to 90 degrees as possible
D.B.16036 PAGE 1975
(and not less than 60 degrees):
PIN# 1709-27-5775
5. side slopes do not exceed a 2:1 (horizontal to vertical) ratio (bridging
and/or retaining walls may be used to meet this and the disturbance width
25' TREE & VEGETATION
standard): and
PROTECTION ZONE
6. all culverts are designed and constructed for the 25-year storm event or as
otherwise required by Wake County Environmental Services
Road crossings (public or private roads). provided:
1. no alternative to their location in the buffer exists,
2. buffer disturbance does not extend beyond the required right-of-way or easement
width, or in no case is more than 90 feet wide,
3. buffer disturbance is no more than 9,000 square feet in area:
N/F
4. the road crosses the buffer at an angle as close to 90 degrees as possible (and
PAUL & PAMELA HIBBETT
not less than 60 degrees):
D.B.15547 PAGE 2116
5. side slopes do not exceed a 2:1 horizontal: vertical ratio (bridging and/or retaining
PIN# 1709-27-5564
walls may be used to meet this and the disturbance width standard), and
6. all culverts are designed and constructed for the 25-year storm event or as
otherwise required by Wake County Environmental Services.
- - - - - 20 PERMANENT - 61- 42,281 S.F. i co rn
` CONST. AND MFFE MIA=10,000 SF. N
MAINTENANCE ESM'T 3O CO y / - ` 290.02' i }N SITE DATA - TOTAL
` - - - 100 YEAR H/W �� I M - SUBDIVISION # = PGL-001563-2019
- / 40,434 S.F. �L / EASEMENT
= 289.02' I N N/F - TOTAL TRACT SIZE = 38.00 AC.
MIA=10,000SF. - - 6S, i z BONNIE GREEN BARRETT - TOTAL NO. LOTS ALLOWED = 19 LOTS
` - • �/ • - ?�s /� \ 20' PERMANE`N D.B.13807 PAGE 2193 - OPEN SPACE REQUIRED = 9.50 AC.(25% OF TRACT)
` 25' TREE & EG - ON ` - - Rk - CONST. ANU`5 I B.M.1970 PAGE 92
` - - - - - PRO CTI UNE`/ - ` - TOTAL OPEN SPACE PROVIDED = 12.26 AC.
- - - MAINTENA E ESM'T 00' NEUSE RIPARIANPIN# 1709-27-5374 - TOTAL NO. LOTS = 19
UFF MEASURED 50'
Al
FROM TOP OF BANK -AVERAGE LOT SIZE = 1.23 AC. (53,716 S.F.)
• - - - �VL - - \ \ - - - CE ON EACH SIDE -LINEAR FEET OF STREET = 1,993 LF
�"t' MFFE - - - - - - IMPERVIOUS IN STREET = 0.96 AC. (41,818 S.F.)
l 47,873 S.F. ^ =290.02' �-
- - - - - o �` f - MIA=10,000SF. ^^1 - - - - IMPERVIOUS IN WELL 1 = 0.10 AC. (4,356 S.F.)
13 • - • - - - - IMPERVIOUS IN LOTS = 4.37 AC. (190,357 S.F.)
\ ` �� - -
PERMANE - 6 - - - - IMPERVIOUS KIOSK ESM'T = 0.01 AC. (436 S.F.)
- - - - % 46,156 S.F. \ '� OPEN S CE - `� I j - • ` - TOTAL IMPERVIOUS = 5.44 AC. (236,967 S.F.)
` 23 MIA=10,000 SF. PROPS USA F
- - - - - - - ` - • - ` - ` ` - • ./ - - ` ` s / >>g, - ` CONSER T 06OF - - - I \ - ` - ` • • . ` STEVEN & MEISSA SCOTT -AREA OF STREETS = 2.31 AC.
Z - \ NATUR AREAS. - - - .I� - - - -PIN # 1709-17-7287, 1709-18-8065
- � ` D'B.13975 AGE 161
.2 AC` ` - ` - - `PIN# 1709- 7-5144 - MINIMUM LOT SIZE = 40,000 S.F.
` / i ✓ J - \ - MINIMUM LOT WIDTH = 110'
- `- -ZONED R-80W
- - TOTAL DISTURBED AREA = 5.6 AC.
45,849 S.F. - -
- - - - 'X7D' - - IN, IMPERVIOUS = 14.0
MIA=10,000SF.ID
SIGHT \ / �` I i ` - - -SETBACKS = SIDEFRO= 10'
• - - - - / s�'' TRIANGLE 40,550 S.F. �zg3 MIA=4,356 SF. - �- - - - REAR = 15'
- - • ` ' 103/ MIA=10,000SF. 11 WELL - `
- / � - - CORNER = 20'
SITE #1-
- 97,679 S.F. l
�
63 MIA=10,000 SF. O I - - v \ - J _
$$ .
NOTES:
• ` o�� / 51,129 S.F. _ _ oo �
` - - - MIA=10,000SF. 14 w I a - PRESENT LAND USE IS SINGLE FAMILY, VACANT, WOODED AND FALLOW.
ZVO & KAREN - STREETS WILL HAVE A 50' R/W.
- - ` - 91, P OPOSED 50' R/W D. 4 PAGE 698 - ALL RADII AT STREET INTERSECTIONS ARE 25'
- / (PUBLIC) L-2
� PIN# 09-26-5828
�' ^, \ r- -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA
TT 67,206 S.F. �8 � .. DEPARTMENT OF TRANSPORTATION STANDARDS
MIA=10,000SF. I / - WATER SYSTEM WILL BE COMMUNITY WATER SYSTEM.
- o 0
-SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS.
` 41,205 S.F. Q \ / - ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED
• ` ` 1V7288$42g432 _ MIA=10,000SF. 8 c`ro \ I WITH DURING CONSTRUCTION
o�
ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH
40,442 S.F. 9
332' - _ _ MIA=10,000 SF. \ DURING CONSTRUCTION
40,978 S.F. I - ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED
MIA=10,000SF. TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL
N/F 198' 1330.912
` CURTIS &TRU D A SCHMIDT 25'TREE
EE & VEGETATION
ION ZONE N82- 39� 28.44"�/[/ 371' - - _ 20$ I - DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS
` D.B.16 R PAGE 1521 _ - - _ I DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE
PIN# 1709-0GE 15 CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER
- - . ` - ` ` ` ` • BARDARA B. VINSON . SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
D.B.4494 PAGE 559
965 - BOUNDARY INFORMATION SURVEYED BY CAWTHORNE, MOSS & PANCIERA, P.C.
-
- - - - - PIN# 1709-16-3576 N/F N82° 33' 03._47 W - FLOOD STUDIES WILL NOT BE REQUIRED FOR ROAD CONSTRUCTION
- FENTON & JOCELYN WELLS - THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE
• D.B.15402 PAGE 1311 OF THE OPEN SPACES IN THIS DEVELOPMENT.
• PIN# 1709-16-7533 MALCOLM CFROBERTS - PROTECTED TREES TO BE LOCATED AT TIME OF CONSTRUCTION PLANS AND
GRAPHIC SCALE
J�TE:
100 o so 100 zoo aoo BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN*, THE BUILDER
MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY
ENVIRONMENTAL SERVICES.THE BUILDER'S ENGINEER, ARCHITECT AND/OR SURVEYOR
(AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET.
( IN FEET) THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE
1 inch = 100 ft. AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT
AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY
WAKE COUNTY AND/OR F.E.M.A.
D.B.3564 PAGE 370 AVOIDED OR REPLACED PER WAKE COUNTY UDO.
PIN# 1709-26-0499 - NITROGEN REDUCTION CALCULATIONS WILL BE APPROVED AND BUYDOWN
RECEIPT OBTAINED PRIOR TO CONSTRUCTION.
- OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION.
STORMWATER CONTROL AND MANAGEMENT - PROPERTY IS LOCATED IN THE FALLS LAKE WATERSHED.
IMPERVIOUS CALCULATIONS DEVELOPER - ROADS AND INTERSECTIONS TO COMPLY WITH ALL NCDOT REQUIREMENTS.
- LOT 1 CAN ONLY RECEIVE ACCESS ONTO THE NEW PUBLIC ROAD.
IMPERVIOUS AREA PER LOT TO BE LIMITED TO SANFORD BAILEY - ACCESS TO EXISTING DWELLING TO BE MAINTAINED THROUGHOUT
8900
THIS AMOUNT TO BE TO STRINGENTLY ENFORCED INTO PERPETUITY. BUD SMITH ROAD
WAKE FOREST, N.C. 27587 CONSTRUCTION OF THE SUBDIVISION.
WA
WAKE COUNTY TOOL V1.4 WAS USED FOR ALL STORMWATER CALCULATIONS.
d-
Q�
i
CL C) I�
C:)
z Q N
W 0
X
z Do
=oLLJ
LLJ '�
z
z
L� Q)
O
s
CL
r-
00
oL0
6i
w
O N
Z
c�
rn
}?z
T
w
w
W -
o
M
z
0Qf
o
OJ
Eo
O
LEI �
C)
Z
�LIJ
�m�
�L,p LJ
wN
w
Y
wa
Z
w
LLI
0.
O
z
O
zW
&
>
T-
Q
W
O
z
0
LU
Z
O
W
w
O
C)
O
Q
O
Z
C-3

360
355
N O
O co
•• W
350 GU >
18"
345 Q
Q'
r) _
OJ
�0o
340 X z � o
<M
U�
U er III
z J
335
330
325
320
315
310
305
HIM
BL W OF1
ASS BL
Tt
u
RCP
EXISTING
POND
K
PLAN
/ v
PERMANENT T P D
/ OPEN ,S�PA21f' SI N I N
PROPSdID USE: R T
SERVATI9N OF NA URA
^� A EAS
VIEW FOR L-1 1.26AC.
NOTES FOR PUMP AROUND:
1. ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISOLATED SECTIONS OF CHANNEL.
2. UTILIZE A FILTER BAG AS THE DEWATERING DEVICE TO DEWATER WORKAREA (SEE D-2 FOR
SPECIAL STILLING BASIN DETAIL).
3. IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW WHEN
NECESSARY.
4. CONTRACTOR SHALL ONLY OPERATE THE PUMP WHEN WORKERS ARE PRESENT. THE
PUMP AROUND PUMP SHALL BE TURNED OFF AT THE END OF EACH DAY AND THE IMPERVIOUS
DIKES REMOVED TO ALLOW FLOW THROUGH THE CHANNEL.
5. THE CONTRACTOR SHALL ONLY DISTURB THE AMOUNT OF CHANNEL THAT CAN BE GRADED
AND STABILIZED WITHIN A SINGLE WORK DAY AND NO MORE THAN 150 FEET. A STABILIZED
CHANNEL SHALL INCLUDE THE FINAL GRADING, INSTALLATION OF THE MATTING, AND
INSTALLATION OF THE TEMPORARY SEEDING.
6. IF THE CONTRACTOR MUST TURN OFF THE PUMP AROUND PUMP OR IF UNEXPECTED STORM
EVENTS OCCUR PRIOR TO THE CHANNEL BEING STABILIZED, THE CONTRACTOR SHALL INSTALL
A TEMPORARY LINER OR OTHER MEASURE TO PROTECT THE DISTURBED CHANNEL UNTIL
WORK IS RESUMED.
7. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK.
THIS INCLUDES POLYETHYLENE SHEETING, DIVERSION PIPES, PUMPS AND HOSES.
8. CONTRACTOR IS RESPONSIBLE FOR DETERMINING AND ACQUIRING THE PROPER SIZED
PUMP. THE PUMP SHALL BE LARGE ENOUGH TO PUMP. THE PUMP SHALL BE LARGE ENOUGH
TO PUMP 1000 GAL/MIN AND HAVE A MIN 20\ TOTAL DYNAMIC HEAD.
SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA:
1. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
2. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM
DIVERSION.
3. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS. DEWATER ENTRAPPED
AREA. AREA TO BE DEWATERED SHALL BE EQUAL TO ONE DAY'S WORK.
4. PERFORM EXCAVATION AND PIPE INSTALLATION.
5. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES,
PUMPS AND TEMPORARY FLEXIBLE HOSE. ( DOWNSTREAM IMPERVIOUS DIKES FIRST).
6. ALL GRADING AND STABILIZATION MUST BE COMPLETED IN ONE DAY WITHIN THE PUMP
AROUND AREAS BETWEEN THE IMPERVIOUS DIKES.
8. STABILIZE DISTURBED AREA WITH SEED AND MULCH.
LOW P NT ELE - 303.75
_
+
_ +
=
A.D. = 7.64
=
now
M
—
W
— 320.70
ILI
_ 26
115131001
Ve
M
L
R
(,)
C\j
LO
`
M
U)
el�?
U
>
+
_
00
C1.
TOP OF
FINISHE
GRADE
>
_ 296
78
—
COVER
z.�
Iwnu
300
G
UNDIVIDED ROADWAYS,
N y
H ~
TWO-LANE AND MULTE-LANE
GUARDRAIL/BARRIER
AT BRIDGES
GUARDRAIL/BARRIER
ALONG ROADWAY
Q
z
¢
Z2=Ur
D lfnro0
m 2 ti S D
BRIDGE
«
V
' M2i
N
25' [].52m IV-8' [1—) (6'.. .1. Poets
295
2 m
W Z LL=
U OVr
7-8" I0.81 m]
tl 2oo.o. W-Beo. RewtretloMF )
T Z D
-0` 5,
T
� �_
Q
y
M6KT-SP-MGS Tawfml
1,418"
IRE B
Rep
C) 2 Z
25
�' 2
SEE CHAR TeELOYI
p o y
See
Deena
'
Mrr1°'
D D
I1305
.~ -I
DIVIDED ROADWAYS
N aE"
w
..t �IMa
ebLr Darr
o
=
GUARDRAIL/BARRIER
AT BRIDGES
GUARDRAIL/BARRIER
ALONG ROADWAY
at PLAN / ( )
End M PaymaM fors lnetcllollon B'-4 1 2" G2025 Secant RDII
e ,,.
sre mar '�
' a n". n.cn Tart
SRIDGE
�
TRAFFIC_
W N..e N xv w M,e
290
c
- - -
- - - - - - - - -
- - « -
- - - - - -
H D R ar InaallamenT.
W..a
9
o
26'
MEDIAN
¢
0
-
18" RC
AA N
Ci N U'
GE"�NE� L NOT
2y r =
eRxSDE
I
2 J
W
3 a U
'"(�J
ce
be.riq phW ales MpeNeaia.d,'`eMaar«ra anN
oemseine
r
E6'
E5' 26'
VARIER
¢ 4
pmtrudm om Dens n[taol g�rourm'
r O D
SEE CHART BELOF
¢
f] W N
sa
Detail
(E
^manurM abn9 e S f1.5mI mrd� SM 9mdlnB maybe
enessay la mw Mla regiAe
2 85
D W O
O ~ 2
son Plate on
9.TM beer e.cnon WtM NinBed paateNoub nMbe
� a
9 D
Ca M O
Ca m GENERAL NOTES:
C7 I- INSTALL DELINEATORS AT ALL LOCATIONS OF PERMANENT AND TEMPORARY GWRORAILE,
mCONCRETE BARRIERS, AND BRIDGE RAI LB.
M 2 INSTALL DELINEATORS PRIOR TO ALLOWING TRAFFIC TO PADDED IN AN AREA WITH NEW
z BARRIER DR GUARDRAIL INSTALLATIONS (TEMPORARY AND PROPOSED).
S9- CONFORM COLOR OF DELINEATORS TO THE COLOR OF TIE ADJACENT EDGE LINES.
280
9 4- PPOO6STIION DELINEATORS SUCH THAT THE REFLECTIVE SHEETING IS PERPENDICULAR TO THE
AY
DELINEATOR SPACING REQUIREMENTS
FOR PERMANENT AND CONSTRUCTION
ZONE GUARDRAIL.BARRIER,AND BRIDGERAIL
SPACING (FT.)
MIL LOC.ATI..
I Do,
ROADWAY CURVATURE < 3-
FAIL PARALLEL TO ROAWPAY
50'
ROAOYAY CURVATURE > 3°
MIL PARALLEL TO ROADWAY
26'
11UN8ITIONB, TAPERS 5
SECTIONS LESS l." i LONG
20'
BRIDGE MILS AND
AT BRIDGE APPROACHMESILS
ac o
Dowrenenm
amen wen me roper peneMNm.nlMpoem
baeWbdIxmNN..tNM
o F
sloe
ELEVATION
61.N.d
��
100 YEAR H/a
4 ,e;,.2-M0
tlWgmoWtMMx
pmoe t d.l.Eep;n:p.16pND)vMMepybem��roW
ELEV.= 288.0
'
zPn
¢
M
Q �
= N
errNcr z. Grenuly meMrbl wl116epleatllnlM botlom
o11M Mb, appmNlmeNrry2S1607 deepbpmvltl3
Z0�
2
P
mebeRe. me nmenarnr e�ntl Pat � 5e reMat
bx,�MlI�T �II pISN Trey bpnelm�metlMmqulmd,ibla
muock
W �
IxNn9 d�lre (vlee 9dgoMrrrey P.en')slrwn
tle Table fmm wlsON when
v
M
!� Ow,
Divert flow while trenching
,across the stream
Pump
Ram
Pipe Line
Dam
� 360
o D
355
350
M N
� J
co O
CD
} M
0
345
J � J
340
335
330
325
320
315
310
305
300
295
290
285
ml� M P TLI AL G% D 280
H
5. BEGIN DELINEATOR PLACEMENT 5 FEET FROM WRIER APPROACH ENDS AID 25 FEET FROM
OUAROGAIL APPROACH ENDS.
LEGEND
CS
•.
H C 0 to
a m
W/H EADW
LL
5- MRR[ER DELINEATORS THAT FALL ON JOINTS OR MOVE CONNECTIONS (UP TO 2 INCHES),
DIRECTION DF A YELLON DELINEATOR
r TRAFFIC FLON
poet YI CcnnecHOn Detail
Ime t etr� SECTION A -A SECTION B-B
Pant �2 AMhar Brxket
!
MSKT-Tinal
a I
EETC R OF T
ON EITHER SIDE OF THE JOINT.
T- POMITION THE GUARDRAIL ANDIOR BARRIER DELINEATOGG TO ACHIEVE A UNIFORM HEIGHT
WITH THE BARRIER DELINEATORS WHERE GUARDRAIL TIER TD CONCRETE BARRIER.
CRYSTAL DELINEATOfl
_ GUARDRAIL
Uq
gpBRIEq
SHEET 1 OF I
1.261 01I
R sy—F,1 .
Terminal
Test Level 2
eT.o
uJRR
PROFILE
VIEW
FOR
L-1
1 2V1I .O+
L{J 1
CV "
MSKT�SPMO6-TL2 Nme
- 0
„E101
SCALE.- o
1 " = 60' (HORIZONTAL) co
1 " = 6' (VERTICAL)
275
�10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+5f26+75.93+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+5f26+75.93
M
��
(O
�CD
N
��
(O
�O
N�
O
.0
N
�N
co
�M
N
�N
N�
co
�(O
co
co �N
DO
�Ln
00
�
ADO
M�
CDDO
Or—
��
�(O
O
�Ln
N
Do .(O
CD 0')
�O
�O
�O
�O
�Ln
ACV
(O
MCV
O
NM
coO
u?M
6 r-
�`*
M N
`*`*
L6
co
N
NM
O �
NM
N O
NN
06 O
NN
O —4
MN
N
MN
M N
MN
CV
MN
CD
MN
O
N
00 N
N
L6 (0
NM
OO
O CD
O co
0') OO
(0
MO
M G0
I-
4 M
CD MO
L6 M
OO
06 LO
CD
N N�
M
M M
coMN
O M
�M
L6 NM
L
L
O M
OLt7
O LO
OLt7
M
OLt7
L6 O
OLt7
I':LO
co co
co co
co co
co co
co co
co co
co co
co M
co CO
CO co
co M
co co
co co
co co
co co
co co
co co
co N
co N
co N
CO N
co N
co co
co co
co M
co co
co co
co co
M co
co co
M M
M M
M M
M
z
O
Cn
w
0
z
SEAL:
O
CL O �
z Q CN
w o a'
C
X
r"IN�
O O
Q�
z��
zLC)
ct
Lt
LLJ "Q) p�j
z
W Q)
O
s
CL
�l
d
D-
w
z
c�
°'
w
W
I
O
UO 1­­
oc�
O J
LJ
OD
W
'"
I_�
z
bi
p
wwaw
(L
w
ui
O Y
z
O=
O
o
a
a o
a
LLI
0.
Lu
J_
0
I..1�
Q
z
J
O
�
Q
O
U
2
Q
7
Z
z
Z
J J
z
O
QW
U
Y
`
r
0
0
0
Q
0
Meek
0
z

50' RIGHT OF WAY
20' PAVEMENT 6
CL
10, 10,
i� 114^PER FT. 2" SF9.5B
FT � PER FT
1V PER
8" CABC
CUT
FILL
RESIDENTIAL STREETS
TYPICAL CROSS SECTION
NTS
CL RNV
45' 6'
� PFR FT Z1
:8" ABC
2" SF9.5B SUPERPAVE ASPHALT
SECTION A -A
SYMMETRICAL CUL-DE-SAC
WITH NO CURB AND GUTTER
NITS
70' 50' TAPER
(REQUIRED FOR W
25' LESS THAN 26)
10'
313'MIN. R= 30' 25 R SIGH pp xx `TMPI,NGLE
R W R W
R= 30' R= 3D'
STOP
EDGE OF PAVEMENT EDGE OF PAVEMENT
EDGE OF PAVEMENT EDGE OF PAVEMENT
EXISTING ROAD
R W R W
RECOMMENDED ROAD CONNECTION
STOP CONDITION
LEGEND
10,000 SF
= MAXIMUM IMPERVIOUS ALLOWED
= FLOOD HAZARD SOILS
= PERMANENT OPEN SPACE
++++++++
++++++++
++++++++
++++++++
++++++++
=
WETLANDS
VAR. 6' 8' 5'
PAVEMENT SHOULDER
WIDTH WIDTH
R4-/FT
-2.08% +B% +16�
-8.33% -18q
OR
1 /FT �259,
SHOULDER SECTION
DRIVEWAY TURNOUT GRADES
. w
a
model 1570 (F) CBU
16-Box Unit
T1
50' TREE & VEGETATION
PROTECTION ZONE
w _ \
DWELLIN _
TO BE O
REMOVED = GRAVEL
CCESS
N/F N o I DRIVE TO
PAUL D. BAILEY 1Mol I BE REMOVED01
N/F
GINA BAILEY BUNCH
D. B.17028 PAGE 1366
PIN# 1709-18-9706
R0 A�
N�R�VO N.C.S.R. 1834
N � PUBLIC R/w
60-
_ I
PROPOSED SIGN
5 7
EASEMENT I
67,826 S.F.
�C
MIA=10,000 SF.
SHED'S
TO BE
PUMP
I
REMOVED
/WELL
unllcr Tn
�GHfi"
TRIANGLE 19
MIA=10,000 SF.
202'
D.B.15002 PAGE 930 I co SEPTIC
` B.M.2012 PAGE 525 d CO hed TANK AND \ L J
PIN# 1709-18-3061 a FIELD TO BE
SHED
Z I 'S �� REMOVED 71,046 S.F.
TO BE . - - (REMOVED S MIA=10,000SF. I
end
v �
`KIOSK 40,004 S.F.
- - - - I LOCATION MIA=436 SF. MIA=10,000SF.
0.000
well 215'
POND
1-00 YR rLOODP IN
- - - - 500 YR`FLOO,)PLAI � ` - - 44,126 S.F.
- `. - `- `- `` - � `_ ." - /� -. - - / \ - � -• `. • `` �� / �O MIA=10,000SF.
PERMANENT QO���`
OPEN SPACE
- - - - / - - - - ' ` ./. • ,� PROPEIED USE: r- ` QO QJ o 1 6
CONSERYYATION O `� Q �� O
NATURA`�AREA� Fiqure #1 Inset Map
12.26 C. 50,107 S.F.
` - ` _ - ` / . • / / - \ ` - - F� MIA=10,000 SF.
PAUL D. Al
`.B.15002 P. GE 980
` M.2012 PA 525- ` - - . `- \ / 42,958 S.F.
` - - - - - - - - IN# 1709-07- 89 - - �\ MIA=10,000SF.
Iw
--10' RNV
TO BE
DEDICATED
CM
N N
M,N
N M
�Io
(0
I
N/F
JOHNNY & NANCY STEVENS
D.B.2227 PAGE 301
PIN# 1709-28-6201
N/F
ROBERT & LISA SMALLWOOD
D.B.14392 PAGE 468
PIN# 1709-27-5996
Qo
Zp
�
�
0'�
z
O
-)3 Rp Pp
(n
NpRwppo
bi
0
SITE Q
0
V)
Y
fr
O
O
Z
U-
x
�07
SEAL:
VICINITY M A P
(N.T.S.)
`nioTFR SUPPLY WATERSHED BUFFER CROSSING
Driveway crossings that access single-family dwellings, provided:
The use of single driveways for multiple lots may be necessary.
1. no alternative to their location in the buffer (including opportunity for shared
driveways) exists',
2. buffer disturbance is no more than 60 feet wide [1]:
N/F
3. buffer disturbance is no more than 6,000 square feet in area:
ALLEN & JAMIE GREENE
4. the driveway crosses the buffer at an angle as close to 90 degrees as possible
D.B.16036 PAGE 1975
(and not less than 60 degrees):
PIN# 1709-27-5775
5. side slopes do not exceed a 2:1 (horizontal to vertical) ratio (bridging
and/or retaining walls may be used to meet this and the disturbance width
25' TREE & VEGETATION
standard): and
PROTECTION ZONE
6. all culverts are designed and constructed for the 25-year storm event or as
otherwise required by Wake County Environmental Services
Road crossings (public or private roads). provided:
1. no alternative to their location in the buffer exists,
2. buffer disturbance does not extend beyond the required right-of-way or easement
width, or in no case is more than 90 feet wide,
3. buffer disturbance is no more than 9,000 square feet in area:
N/F
4. the road crosses the buffer at an angle as close to 90 degrees as possible (and
PAUL & PAMELA HIBBETT
not less than 60 degrees):
D.B.15547 PAGE 2116
5. side slopes do not exceed a 2:1 horizontal: vertical ratio (bridging and/or retaining
PIN# 1709-27-5564
walls may be used to meet this and the disturbance width standard), and
6. all culverts are designed and constructed for the 25-year storm event or as
otherwise required by Wake County Environmental Services.
- - - - - 20 PERMANENT - 61- 42,281 S.F. i co rn
` CONST. AND MFFE MIA=10,000 SF. N
MAINTENANCE ESM'T 3O CO y / - ` 290.02' i }N SITE DATA - TOTAL
` - - - 100 YEAR H/W �� I M - SUBDIVISION # = PGL-001563-2019
- / 40,434 S.F. �L / EASEMENT
= 289.02' I N N/F - TOTAL TRACT SIZE = 38.00 AC.
MIA=10,000SF. - - 6S, i z BONNIE GREEN BARRETT - TOTAL NO. LOTS ALLOWED = 19 LOTS
` - • �/ • - ?�s /� \ 20' PERMANE`N D.B.13807 PAGE 2193 - OPEN SPACE REQUIRED = 9.50 AC.(25% OF TRACT)
` 25' TREE & EG - ON ` - - Rk - CONST. ANU`5 I B.M.1970 PAGE 92
` - - - - - PRO CTI UNE`/ - ` - TOTAL OPEN SPACE PROVIDED = 12.26 AC.
- - - MAINTENA E ESM'T 00' NEUSE RIPARIANPIN# 1709-27-5374 - TOTAL NO. LOTS = 19
UFF MEASURED 50'
Al
FROM TOP OF BANK -AVERAGE LOT SIZE = 1.23 AC. (53,716 S.F.)
• - - - �VL - - \ \ - - - CE ON EACH SIDE -LINEAR FEET OF STREET = 1,993 LF
�"t' MFFE - - - - - - IMPERVIOUS IN STREET = 0.96 AC. (41,818 S.F.)
l 47,873 S.F. ^ =290.02' �-
- - - - - o �` f - MIA=10,000SF. ^^1 - - - - IMPERVIOUS IN WELL 1 = 0.10 AC. (4,356 S.F.)
13 • - • - - - - IMPERVIOUS IN LOTS = 4.37 AC. (190,357 S.F.)
\ ` �� - -
PERMANE - 6 - - - - IMPERVIOUS KIOSK ESM'T = 0.01 AC. (436 S.F.)
- - - - % 46,156 S.F. \ '� OPEN S CE - `� I j - • ` - TOTAL IMPERVIOUS = 5.44 AC. (236,967 S.F.)
` 23 MIA=10,000 SF. PROPS USA F
- - - - - - - ` - • - ` - ` ` - • ./ - - ` ` s / >>g, - ` CONSER T 06OF - - - I \ - ` - ` • • . ` STEVEN & MEISSA SCOTT -AREA OF STREETS = 2.31 AC.
Z - \ NATUR AREAS. - - - .I� - - - -PIN # 1709-17-7287, 1709-18-8065
- � ` D'B.13975 AGE 161
.2 AC` ` - ` - - `PIN# 1709- 7-5144 - MINIMUM LOT SIZE = 40,000 S.F.
` / i ✓ J - \ - MINIMUM LOT WIDTH = 110'
- `- -ZONED R-80W
- - TOTAL DISTURBED AREA = 5.6 AC.
45,849 S.F. - -
- - - - 'X7D' - - IN, IMPERVIOUS = 14.0
MIA=10,000SF.ID
SIGHT \ / �` I i ` - - -SETBACKS = SIDEFRO= 10'
• - - - - / s�'' TRIANGLE 40,550 S.F. �zg3 MIA=4,356 SF. - �- - - - REAR = 15'
- - • ` ' 103/ MIA=10,000SF. 11 WELL - `
- / � - - CORNER = 20'
SITE #1-
- 97,679 S.F. l
�
63 MIA=10,000 SF. O I - - v \ - J _
$$ .
NOTES:
• ` o�� / 51,129 S.F. _ _ oo �
` - - - MIA=10,000SF. 14 w I a - PRESENT LAND USE IS SINGLE FAMILY, VACANT, WOODED AND FALLOW.
ZVO & KAREN - STREETS WILL HAVE A 50' R/W.
- - ` - 91, P OPOSED 50' R/W D. 4 PAGE 698 - ALL RADII AT STREET INTERSECTIONS ARE 25'
- / (PUBLIC) L-2
� PIN# 09-26-5828
�' ^, \ r- -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA
TT 67,206 S.F. �8 � .. DEPARTMENT OF TRANSPORTATION STANDARDS
MIA=10,000SF. I / - WATER SYSTEM WILL BE COMMUNITY WATER SYSTEM.
- o 0
-SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS.
` 41,205 S.F. Q \ / - ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED
• ` ` 1V7288$42g432 _ MIA=10,000SF. 8 c`ro \ I WITH DURING CONSTRUCTION
o�
ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH
40,442 S.F. 9
332' - _ _ MIA=10,000 SF. \ DURING CONSTRUCTION
40,978 S.F. I - ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED
MIA=10,000SF. TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL
N/F 198' 1330.912
` CURTIS &TRU D A SCHMIDT 25'TREE
EE & VEGETATION
ION ZONE N82- 39� 28.44"�/[/ 371' - - _ 20$ I - DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS
` D.B.16 R PAGE 1521 _ - - _ I DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE
PIN# 1709-0GE 15 CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER
- - . ` - ` ` ` ` • BARDARA B. VINSON . SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
D.B.4494 PAGE 559
965 - BOUNDARY INFORMATION SURVEYED BY CAWTHORNE, MOSS & PANCIERA, P.C.
-
- - - - - PIN# 1709-16-3576 N/F N82° 33' 03._47 W - FLOOD STUDIES WILL NOT BE REQUIRED FOR ROAD CONSTRUCTION
- FENTON & JOCELYN WELLS - THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE
• D.B.15402 PAGE 1311 OF THE OPEN SPACES IN THIS DEVELOPMENT.
• PIN# 1709-16-7533 MALCOLM CFROBERTS - PROTECTED TREES TO BE LOCATED AT TIME OF CONSTRUCTION PLANS AND
GRAPHIC SCALE
J�TE:
100 o so 100 zoo aoo BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN*, THE BUILDER
MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY
ENVIRONMENTAL SERVICES.THE BUILDER'S ENGINEER, ARCHITECT AND/OR SURVEYOR
(AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET.
( IN FEET) THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE
1 inch = 100 ft. AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT
AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY
WAKE COUNTY AND/OR F.E.M.A.
D.B.3564 PAGE 370 AVOIDED OR REPLACED PER WAKE COUNTY UDO.
PIN# 1709-26-0499 - NITROGEN REDUCTION CALCULATIONS WILL BE APPROVED AND BUYDOWN
RECEIPT OBTAINED PRIOR TO CONSTRUCTION.
- OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION.
STORMWATER CONTROL AND MANAGEMENT - PROPERTY IS LOCATED IN THE FALLS LAKE WATERSHED.
IMPERVIOUS CALCULATIONS DEVELOPER - ROADS AND INTERSECTIONS TO COMPLY WITH ALL NCDOT REQUIREMENTS.
- LOT 1 CAN ONLY RECEIVE ACCESS ONTO THE NEW PUBLIC ROAD.
IMPERVIOUS AREA PER LOT TO BE LIMITED TO SANFORD BAILEY - ACCESS TO EXISTING DWELLING TO BE MAINTAINED THROUGHOUT
8900
THIS AMOUNT TO BE TO STRINGENTLY ENFORCED INTO PERPETUITY. BUD SMITH ROAD
WAKE FOREST, N.C. 27587 CONSTRUCTION OF THE SUBDIVISION.
WA
WAKE COUNTY TOOL V1.4 WAS USED FOR ALL STORMWATER CALCULATIONS.
d-
Q�
i
CL C) I�
C:)
z Q N
W 0
X
z Do
=oLLJ
LLJ '�
z
z
L� Q)
O
s
CL
r-
00
oL0
6i
w
O N
Z
c�
rn
}?z
T
w
w
W -
o
M
z
0Qf
o
OJ
Eo
O
LEI �
C)
Z
�LIJ
�m�
�L,p LJ
wN
w
Y
wa
Z
w
LLI
0.
O
z
O
zW
&
>
T-
Q
W
O
z
0
LU
Z
O
W
w
O
C)
O
Q
O
Z
C-3

360
355
N O
O co
•• W
350 GU >
18"
345 Q
Q'
r) _
OJ
�0o
340 X z � o
<M
U�
U er III
z J
335
330
325
320
315
310
305
HIM
BL W OF1
ASS BL
Tt
u
RCP
EXISTING
POND
K
PLAN
/ v
PERMANENT T P D
/ OPEN ,S�PA21f' SI N I N
PROPSdID USE: R T
SERVATI9N OF NA URA
^� A EAS
VIEW FOR L-1 1.26AC.
NOTES FOR PUMP AROUND:
1. ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISOLATED SECTIONS OF CHANNEL.
2. UTILIZE A FILTER BAG AS THE DEWATERING DEVICE TO DEWATER WORKAREA (SEE D-2 FOR
SPECIAL STILLING BASIN DETAIL).
3. IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW WHEN
NECESSARY.
4. CONTRACTOR SHALL ONLY OPERATE THE PUMP WHEN WORKERS ARE PRESENT. THE
PUMP AROUND PUMP SHALL BE TURNED OFF AT THE END OF EACH DAY AND THE IMPERVIOUS
DIKES REMOVED TO ALLOW FLOW THROUGH THE CHANNEL.
5. THE CONTRACTOR SHALL ONLY DISTURB THE AMOUNT OF CHANNEL THAT CAN BE GRADED
AND STABILIZED WITHIN A SINGLE WORK DAY AND NO MORE THAN 150 FEET. A STABILIZED
CHANNEL SHALL INCLUDE THE FINAL GRADING, INSTALLATION OF THE MATTING, AND
INSTALLATION OF THE TEMPORARY SEEDING.
6. IF THE CONTRACTOR MUST TURN OFF THE PUMP AROUND PUMP OR IF UNEXPECTED STORM
EVENTS OCCUR PRIOR TO THE CHANNEL BEING STABILIZED, THE CONTRACTOR SHALL INSTALL
A TEMPORARY LINER OR OTHER MEASURE TO PROTECT THE DISTURBED CHANNEL UNTIL
WORK IS RESUMED.
7. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK.
THIS INCLUDES POLYETHYLENE SHEETING, DIVERSION PIPES, PUMPS AND HOSES.
8. CONTRACTOR IS RESPONSIBLE FOR DETERMINING AND ACQUIRING THE PROPER SIZED
PUMP. THE PUMP SHALL BE LARGE ENOUGH TO PUMP. THE PUMP SHALL BE LARGE ENOUGH
TO PUMP 1000 GAL/MIN AND HAVE A MIN 20\ TOTAL DYNAMIC HEAD.
SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA:
1. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
2. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM
DIVERSION.
3. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS. DEWATER ENTRAPPED
AREA. AREA TO BE DEWATERED SHALL BE EQUAL TO ONE DAY'S WORK.
4. PERFORM EXCAVATION AND PIPE INSTALLATION.
5. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES,
PUMPS AND TEMPORARY FLEXIBLE HOSE. ( DOWNSTREAM IMPERVIOUS DIKES FIRST).
6. ALL GRADING AND STABILIZATION MUST BE COMPLETED IN ONE DAY WITHIN THE PUMP
AROUND AREAS BETWEEN THE IMPERVIOUS DIKES.
8. STABILIZE DISTURBED AREA WITH SEED AND MULCH.
LOW P NT ELE - 303.75
_
+
_ +
=
A.D. = 7.64
=
now
M
—
W
— 320.70
ILI
_ 26
115131001
Ve
M
L
R
(,)
C\j
LO
`
M
U)
el�?
U
>
+
_
00
C1.
TOP OF
FINISHE
GRADE
>
_ 296
78
—
COVER
z.�
Iwnu
300
G
UNDIVIDED ROADWAYS,
N y
H ~
TWO-LANE AND MULTE-LANE
GUARDRAIL/BARRIER
AT BRIDGES
GUARDRAIL/BARRIER
ALONG ROADWAY
Q
z
¢
Z2=Ur
D lfnro0
m 2 ti S D
BRIDGE
«
V
' M2i
N
25' [].52m IV-8' [1—) (6'.. .1. Poets
295
2 m
W Z LL=
U OVr
7-8" I0.81 m]
tl 2oo.o. W-Beo. RewtretloMF )
T Z D
-0` 5,
T
� �_
Q
y
M6KT-SP-MGS Tawfml
1,418"
IRE B
Rep
C) 2 Z
25
�' 2
SEE CHAR TeELOYI
p o y
See
Deena
'
Mrr1°'
D D
I1305
.~ -I
DIVIDED ROADWAYS
N aE"
w
..t �IMa
ebLr Darr
o
=
GUARDRAIL/BARRIER
AT BRIDGES
GUARDRAIL/BARRIER
ALONG ROADWAY
at PLAN / ( )
End M PaymaM fors lnetcllollon B'-4 1 2" G2025 Secant RDII
e ,,.
sre mar '�
' a n". n.cn Tart
SRIDGE
�
TRAFFIC_
W N..e N xv w M,e
290
c
- - -
- - - - - - - - -
- - « -
- - - - - -
H D R ar InaallamenT.
W..a
9
o
26'
MEDIAN
¢
0
-
18" RC
AA N
Ci N U'
GE"�NE� L NOT
2y r =
eRxSDE
I
2 J
W
3 a U
'"(�J
ce
be.riq phW ales MpeNeaia.d,'`eMaar«ra anN
oemseine
r
E6'
E5' 26'
VARIER
¢ 4
pmtrudm om Dens n[taol g�rourm'
r O D
SEE CHART BELOF
¢
f] W N
sa
Detail
(E
^manurM abn9 e S f1.5mI mrd� SM 9mdlnB maybe
enessay la mw Mla regiAe
2 85
D W O
O ~ 2
son Plate on
9.TM beer e.cnon WtM NinBed paateNoub nMbe
� a
9 D
Ca M O
Ca m GENERAL NOTES:
C7 I- INSTALL DELINEATORS AT ALL LOCATIONS OF PERMANENT AND TEMPORARY GWRORAILE,
mCONCRETE BARRIERS, AND BRIDGE RAI LB.
M 2 INSTALL DELINEATORS PRIOR TO ALLOWING TRAFFIC TO PADDED IN AN AREA WITH NEW
z BARRIER DR GUARDRAIL INSTALLATIONS (TEMPORARY AND PROPOSED).
S9- CONFORM COLOR OF DELINEATORS TO THE COLOR OF TIE ADJACENT EDGE LINES.
280
9 4- PPOO6STIION DELINEATORS SUCH THAT THE REFLECTIVE SHEETING IS PERPENDICULAR TO THE
AY
DELINEATOR SPACING REQUIREMENTS
FOR PERMANENT AND CONSTRUCTION
ZONE GUARDRAIL.BARRIER,AND BRIDGERAIL
SPACING (FT.)
MIL LOC.ATI..
I Do,
ROADWAY CURVATURE < 3-
FAIL PARALLEL TO ROAWPAY
50'
ROAOYAY CURVATURE > 3°
MIL PARALLEL TO ROADWAY
26'
11UN8ITIONB, TAPERS 5
SECTIONS LESS l." i LONG
20'
BRIDGE MILS AND
AT BRIDGE APPROACHMESILS
ac o
Dowrenenm
amen wen me roper peneMNm.nlMpoem
baeWbdIxmNN..tNM
o F
sloe
ELEVATION
61.N.d
��
100 YEAR H/a
4 ,e;,.2-M0
tlWgmoWtMMx
pmoe t d.l.Eep;n:p.16pND)vMMepybem��roW
ELEV.= 288.0
'
zPn
¢
M
Q �
= N
errNcr z. Grenuly meMrbl wl116epleatllnlM botlom
o11M Mb, appmNlmeNrry2S1607 deepbpmvltl3
Z0�
2
P
mebeRe. me nmenarnr e�ntl Pat � 5e reMat
bx,�MlI�T �II pISN Trey bpnelm�metlMmqulmd,ibla
muock
W �
IxNn9 d�lre (vlee 9dgoMrrrey P.en')slrwn
tle Table fmm wlsON when
v
M
!� Ow,
Divert flow while trenching
,across the stream
Pump
Ram
Pipe Line
Dam
� 360
o D
355
350
M N
� J
co O
CD
} M
0
345
J � J
340
335
330
325
320
315
310
305
300
295
290
285
ml� M P TLI AL G% D 280
H
5. BEGIN DELINEATOR PLACEMENT 5 FEET FROM WRIER APPROACH ENDS AID 25 FEET FROM
OUAROGAIL APPROACH ENDS.
LEGEND
CS
•.
H C 0 to
a m
W/H EADW
LL
5- MRR[ER DELINEATORS THAT FALL ON JOINTS OR MOVE CONNECTIONS (UP TO 2 INCHES),
DIRECTION DF A YELLON DELINEATOR
r TRAFFIC FLON
poet YI CcnnecHOn Detail
Ime t etr� SECTION A -A SECTION B-B
Pant �2 AMhar Brxket
!
MSKT-Tinal
a I
EETC R OF T
ON EITHER SIDE OF THE JOINT.
T- POMITION THE GUARDRAIL ANDIOR BARRIER DELINEATOGG TO ACHIEVE A UNIFORM HEIGHT
WITH THE BARRIER DELINEATORS WHERE GUARDRAIL TIER TD CONCRETE BARRIER.
CRYSTAL DELINEATOfl
_ GUARDRAIL
Uq
gpBRIEq
SHEET 1 OF I
1.261 01I
R sy—F,1 .
Terminal
Test Level 2
eT.o
uJRR
PROFILE
VIEW
FOR
L-1
1 2V1I .O+
L{J 1
CV "
MSKT�SPMO6-TL2 Nme
- 0
„E101
SCALE.- o
1 " = 60' (HORIZONTAL) co
1 " = 6' (VERTICAL)
275
�10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+5f26+75.93+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+5f26+75.93
M
��
(O
�CD
N
��
(O
�O
N�
O
.0
N
�N
co
�M
N
�N
N�
co
�(O
co
co �N
DO
�Ln
00
�
ADO
M�
CDDO
Or—
��
�(O
O
�Ln
N
Do .(O
CD 0')
�O
�O
�O
�O
�Ln
ACV
(O
MCV
O
NM
coO
u?M
6 r-
�`*
M N
`*`*
L6
co
N
NM
O �
NM
N O
NN
06 O
NN
O —4
MN
N
MN
M N
MN
CV
MN
CD
MN
O
N
00 N
N
L6 (0
NM
OO
O CD
O co
0') OO
(0
MO
M G0
I-
4 M
CD MO
L6 M
OO
06 LO
CD
N N�
M
M M
coMN
O M
�M
L6 NM
L
L
O M
OLt7
O LO
OLt7
M
OLt7
L6 O
OLt7
I':LO
co co
co co
co co
co co
co co
co co
co co
co M
co CO
CO co
co M
co co
co co
co co
co co
co co
co co
co N
co N
co N
CO N
co N
co co
co co
co M
co co
co co
co co
M co
co co
M M
M M
M M
M
z
O
Cn
w
0
z
SEAL:
O
CL O �
z Q CN
w o a'
C
X
r"IN�
O O
Q�
z��
zLC)
ct
Lt
LLJ "Q) p�j
z
W Q)
O
s
CL
�l
d
D-
w
z
c�
°'
w
W
I
O
UO 1­­
oc�
O J
LJ
OD
W
'"
I_�
z
bi
p
wwaw
(L
w
ui
O Y
z
O=
O
o
a
a o
a
LLI
0.
Lu
J_
0
I..1�
Q
z
J
O
�
Q
O
U
2
Q
7
Z
z
Z
J J
z
O
QW
U
Y
`
r
0
0
0
Q
0
Meek
0
z

■ ■■■ Roy Cooper, Governor
■■ ■ NC DEPARTMENT OF
31
leomme NATURAL AND CULTURAL RESOURCES 5usi Hamilton, Secretary
■ ■■■ Walter Ciark, Director, Land and Water Stewardship
NCNHDE-13252
November 4, 2020
Sean Clark
Sage Ecological Services
3707 Swift Drive
Raleigh, NC 27606-2543
RE: Norwood Road Property; 2020.083
Dear Sean Clark:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
httl2s://www.fws.aov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod ney.butlerCo)ncdcr.aov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMFN; <:i ..A;,JRAL AND CULTURAL RF . , ..�.�S

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Norwood Road Property
Project No. 2020.083
November 4, 2020
NCNHDE-13252
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Na M's Common Name Last Element
Accuracy Federal
State
Global State
Group Observation Occurrence Status
Status
Rank Rank
Date Rank
Amphibian 39771 Hemidactylium Four -toed Salamander 1980-03-29 NR
4-Low ---
Special
G5 S3
scutatum
Concern
Crustacean 12123 Cambarus davidi Carolina Ladle Crayfish 2011-05-11 E
3-Medium ---
Significantly
G3 S3
Rare
Crustacean 33081 Cambarus davidi Carolina Ladle Crayfish 1996-07-04 H?
3-Medium ---
Significantly
G3 S3
Rare
Dragonfly or 32043 Coryphaeschna ingens Regal Darner 2004-Pre H?
5-Very ---
Significantly
G5 S2?
Damselfly
Low
Rare
Natural 17594 Basic Mesic Forest --- 1991-03-09 C
3-Medium ---
---
G3G4 S3S4
Community (Piedmont Subtype)
Natural 14521 Ultramafic Outcrop --- 2011-06-11 B
3-Medium ---
---
GI S1
Community Barren (Piedmont
Subtype)
Reptile 35528 Ophisaurus attenuatus Slender Glass Lizard 1984-05-07 H
4-Low ---
Significantly
G5 S1
Rare
Vascular Plant 23445 Polygala senega Seneca Snakeroot 1985-Circa E
3-Medium ---
Significantly
G4G5 S2
Rare Disjunct
Vascular Plant 4479 Ruellia humilis Low Wild -petunia 1985-09-23 F
3-Medium ---
Endangered
G5 S1
Natural Areas Documented Within a One -mile Radius of the Project Area
Site Name Representational Rating
Collective Rating
Adam Mountain RI (Exceptional)
C4 (Moderate)
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name Owner
Owner Type
Butner -Falls of Neuse Game Land NC Wildlife Resources Commission
State
Falls Lake US Army Corps of Engineers
Federal
Adam Mountain Registered Heritage Area US Army Corps of Engineers
Federal
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/help. Data query generated on November
4, 2020; source: NCNHP, Q3 October:
Please resubmit your information request if more than one year elapses before project initiation as new information is continually
added to the NCNHP database.
Page 2 of 3

N NHDE-13252. Norwood Road Property
i
uM UVddM
8nu F2I,. � .� Lb.nry Wa.: •,
1� 14 n. ...
e _
O
3
4
_� rat L••
* N
E �+���> ,bkrnr✓rnv
November d, 2020
Project Boundary
❑
Buffered Project Boundary
❑
NHP Natural Area (NHNA)
❑
Managed Area (MAREA)
Page 3 of 3
1 :23.59❑
U o.2 0.4 0,8 mi
i} 0.325 0.95 1.0 km
50dMaS F&n. HLHE. CAfmn. Inli ". W n"M F' tofp ❑EUDU tR3U5.
FAA. NPS NRCAN, �x IGN,K d NL. Ord --Sauey E—J pxn
NIFTi, Esn Chw Ph^9 Ka^9F ick npmO Map canre.mxs, and n� CiS
UW cK—L�,M

" Map Preparer: P. Beach (Sage Ecological)
Data Source: NCSHPO GIS Shapefiles
Downloaded: August 8, 2019
https://www.ncdcr.gov
(n
^CJ
V
nor y� ay
Rarr+dipper�
Cn°rch
orf °n
C7a Jc /
7
N
o
d+
6
�d
°i
J�'
O
S
6
O
o-
Q� V
a
0
og
1
�t �J
°6jaY Ln mo°Rdge Rd
Z
K
rP r
e�t<ar� o m
F alls BridgO �
r]
0
Y�
Thompson Rouse (Adams House)
15
aJ Q
U
to
Pdams Mountain Rd o
0
0.
Brass Kettle Rd Bz11
Downing Way Ct
O
a
Bailey Dairy Farm (Gone)
D
K
WA1324
p Sr
on c Kr
m
T
o
14
m ■—
Nipper Dairy Farm —�
(°
Q'a
WA1323
( aNimora
No
Anderson Yancey House
— Bayleaf Store
> WA1310
_
ootl Rd
Hannahs
O WA1325
Bayleaf
E
�e
p1,r,00dRd
Dr
od Rd.-
p
And\ron to 3
0
O
0It
Carlow Ct y
anaugh D,
r
°^(rr
e
ir
o
BenedictV
>
S
_ s
a4R
= Carnage Trl
\c
o
nsdale Or o -
K\ o E —
°3 �
Q-a Darlierd
J
2 ro
N falls Dr
rSaddleridga R
0 0
G
t
"Wood Ra &-
Dy
c
� 3
c�
Shadow L 3y'
OProject Study Area
1-Mile Project Buffer
❑ Surveyed Only Property
❑� Study List Entry - Gone
❑� Surveyed Only Property - Gone
iviap Locaiion
ngton or
Thatch Way
P
O�
ID, ❑
'GRANVILLE
FRANKLIN
DURHAM
•
WAKE NASH
CHATHAM
JOHNSTON
LEE HARNETT
Dunwoody Dr
Kaywoody Ct
vntl Ct Cromwe\
Dunstab
Lowery Sore and House raC
Tadq r WA7309 3 r
S Marlin to
E
aDr
Trotters Ridge
E nd Ct
o O
mints Lowery House (Gone)Tr,,\,
Mt Vernon Chur WA7306
ch Rd
O \"/
o
Piper House
U WA1307
V
Piper Family Cemetery
t WA7117
U i
Z
4 Allison Or G
s n,
0.
❑ V
J L
m Y Cyr
o � �e\ease
3
Day tjee t,n O^J
CtQ1 dr
Po
o Sandhurst Rd
Jan smith Ln m
e
D ayleaf Dr c
NCSHPO Map
Norwood Road Property
Sage Project # 2020.083
Map Prepared by: Philip Beach
October 19, 2020
0 1,250 2,500
Feet
`a
o
0
d
Deer Run
er Way
e Ct d
Cadenza(,
vn
D
o Ca1'1i
C1
Figure 4
alff—
SAGE
ECOLOGICAL
SERVICES
Sage Ecological Services, Inc.
Office: 919-335-6757
Cell: 919-559-1537
Lily

SAGE
ECOLOGICAL
SERVICES
".2
January 15, 2020
US Army Corps of Engineers
Raleigh Regulatory Office
Attm Mr. Lyle Phillips
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: Norwood Road Subdivision
Request for NWP 29 & GC 4139
Sage Project #2020.23
NC Division of Water Resources
401 & Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
On behalf of Mr. Sanford Bailey (applicant), please find attached a complete application and supplemental
information requesting written concurrence from the US Army Corps of Engineers (USACE) that the activities
associated with the proposed development of the Norwood Road Subdivision (Project) may proceed under
Nationwide Permit (NWP) 29 and General Certification 4139 (GC 4139).
Protect Purpose and Location
The Project includes the construction of a single-family residential subdivision proposed to meet demand for
housing in the area. The +/-37.25-acre project is located +/- 500 feet west of the intersection of Norwood Road
and Raven Rock Drive in Wake County, Raleigh, NC. The coordinates of 35.9404°N, 78.6559°W generally
correspond to the center of the Site.
Protect Detail
The proposed Project consists of the construction of a single-family residential development with associated
driveways and utilities. The Site is a combination of two individual parcels.
Access to the Site will be provided by a connection to Norwood Road. Water services will be provided by a
proposed community well system. Wastewater will be treated by proposed individual septic systems. Heavy
equipment typically used for utility installation projects (e.g. back hoes, bull -dozers, etc.) will be utilized.
No federally threatened or endangered species are listed to occur within 1 mile of the Project according to the
NC Natural Heritage Program (NHP) Database (see attached report dated November 4, 2020).
The Site is listed as containing a historic property but is not within a historic district. The historic property
(Anderson Yancey House) designated as "Surveyed Only (SO)" is located in the northwestern corner of the Site.
Ten properties are listed within 1.0 mile of the Site based on a query of the GIS files from NCSHPO. Seven
properties are designated "Surveyed Only (SO)" and two properties are designated as "SO -Gone." One "Study
List Gone" (SL-Gone) property is also located within 1.0 mile of the Site.
Protect History
The Site consists mostly of undeveloped wooded areas and a small residential outparcel. The outparcel contains
maintained areas for the single-family dwelling and associated outbuildings. Land use in the vicinity includes rural
Norwood Road Subdivision Page 1 of 2

residential and undeveloped land. Mr. David Gainey of Sage Ecological Services, Inc. (Sage) performed a
wetland and stream delineation. A PJD request is being submitted with this application. A site meeting was held
with NCDWR staff on September 17, 2019, and a letter issued on September 20, 2019. RRO #19-291
corresponds to the NCDWR issued determination.
Avoidance and Minimization
The proposed buildings and roads were aligned so as to avoid and minimize impacts to streams and riparian
buffers to the maximum extent practicable. No wetland impacts are proposed. The crossing location of Stream A
was redesigned to reduce riparian buffer impacts. Construction fencing will be used to define the construction
corridor and prevent any accidental additional impacts, while silt fencing will be installed to provide additional
protection from runoff.
Protect Impacts
Proposed permanent stream impacts total 117 linear feet (LF) for a culvert and 30 LF of permanent, no loss
impact for a rip rap dissipater pad. Proposed temporary stream impacts of 202 LF are proposed for dewatering
to construct the road crossing. Permanent riparian buffer impacts total 9,650 sf in Zone 1 and 4,556 sf in Zone 2
for the road crossing. No other impacts are proposed.
Mitigation
Permanent stream impacts are less than 150 LF and no wetland impacts are proposed. Therefore, mitigation for
proposed wetland and stream impacts is not proposed. Buffer impacts are considered "Allowable Upon
Authorization" per the Table of Uses.
If you have any questions, please call me at [phone].
Sincerely,
� ��YrY�
Ki Hamlin
Sage Ecological Services, Inc.
Attachments:
Pre -construction Notification (PCN) Application Form
Agent Authorization Form
Figure 1-USGS Site Vicinity Map
Figure 2-Soil Survey Site Vicinity Map
Figure 3-PJD Wetland Sketch Map
Figure 4-NCSHPO Map
NCDWR Buffer Determination Letter (RRO #19-291)
NCNHP Database Report
Impact Maps (3 sheets)
Norwood Road Subdivision Page 2 of 2

ID#* 20201957
Version* 1
Regional Office * Central Office - [phone]
Reviewer List* Rick Trone
Pre -Filing Meeting Request submitted 12/14/2020
Contact Name*
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Kim Hamlin
[e-mail]
Norwood Road Subdivision
Sanford Bailey
Wake
Street Address
8900 Bud Smith Rd.
Address Line 2
aty
Wake Forest
Postal / Zip axle
27587
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
F- Individual Permit F- Modification
F Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes C No
Please list all existing project ID's associated with this projects.*
NBRRO #19-291
State / Province / Pegion
NC
Country
USA
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below.*

The Project includes the construction of a single-family residential
subdivision proposed to meet demand for housing in the area. The
+/-37.25-acre project is located +/- 500 feet west of the intersection
of Norwood Road and Raven Rock Drive in Wake County, Raleigh,
NC. The coordinates of 35.9404°N, 78.6559°W generally correspond
to the center of the Site.
Please give a couple of dates you are available for a meeting.
12/21 /2020
12/28/2020
Please attach the documentation you would like to have the meeting about.
Norwood buffer determination letter.pdf 2.64MB
Figurel - USGS.pdf 2.15MB
Figure2 - Soils Map.pdf 1.79MB
Figure3 -Norwood Stream and Wetland Sketch
906.78KB
Map.pdf
pdf only
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.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
1 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
wao
Submittal Date 12/14/2020