20181338 Ver 1_PCN Form Submission_10/4/2018 10:40 AM

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Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Charge only if needed.
BIMS # Assigned
20181338
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Select Project Reviewer*
Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Autumnwood 3
1a. Who is the Primary Contact?*
Deborah Shirley
1b. Primary Contact Email:*
[e-mail]
Date Submitted
10/4/2018
3a. Name of the nearest body of water to proposed project:*
White Oak Creek
Site Coordinates
Latitude: Longitude:
35.7822 -78.9185
Version# *
1
Reviewing Office*
Raleigh Regional Office - [phone]
1c. Primary Contact Phone:*
[phone]
A. Processing Information -
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
P Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F- Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
R Nationwide Permit (NWP)
F- Regional General Permit (RGP)
F- 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:
F7 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
r Individual Permit
18 - Minor Discharges
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F 401 Water Quality Certification - Express
F Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
f 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?
9 Owner FJ Applicant (other than owner)
Is there an Agent/Consultant for this project?
r^ Yes r' No
2. Owner Information
2a. Name(s) on recorded deed:
James E. and Betty Green Linthicum
2b. Deed book and page no.:
Book 2668 & 6001; Page 249 & 930
2c. Responsible party:
2d. Address
Street Address
1517 Old White Oak Church Rd.
Address Line 2
CKY
Apex
Postal / Zip Code
27523
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
Robert G. and Marjorie A. Tompkins
2b. Deed book and page no.:
Book 11094; Page 1014
2c. Responsible party
2d. Address
State / Rovince / fbgion
NC
Country
United States
2f. Fax Number:
r Yes r- No
f Yes r No

Street Address
1509 Old White Oak Church Rd.
Address Lim 2
city
Apex
Postal / Zip Cade
27523
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
Fred Rasmussen
2b. Deed book and page no.:
Book 5445; 267
2c. Responsible party
2d. Address
Street Address
1513 Old White Oak Church Rd.
Address Line 2
aty
Apex
Postal / Zip axle
27523
2e. Telephone Number:
[phone]
2g. Email Address:*
david @she n an doa h homes. us
3. Applicant Information (if different from owner)
3a. Applicant is:
r Agent
6 Other Developer
If other pease specify.
3b. Name:
David Stallings
3c. Business Name:
Capital Properties of Raleigh II, LLC
3d. Address
Street Address
3724 National Drive, Ste. 220
Address Line 2
city
Raleigh
Postal / Zip Code
27612
3e. Telephone Number:
[phone]
3g. Email Address:*
david @she n an doa h home. us
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/town
Cary, NC
State / Ftovince / ftegion
NC
Country
United States
2f. Fax Number:
State / Fravince / Pegbn
NC
Country
United States
2f. Fax Number:
State / Rovince / ftion
NC
Country
United States
3f. Fax Number:

2. Project Identification
2a. Property Identification Number:
0723490618,0723398595,07233958950,
0723399942
2c. Project Address
Street Address
1517, 1509, 1513 Old White Oak Church Rd.
Address Line 2
CKY
Apex
Postal / Zip Cade
27523
3. Surface Waters
3b. Water Resources Classification of nearest receiving water:*
WS-IV;NSW
3d. Please provide the 12 -digit HUC in which the project is located.
030300020608
3c. What river basin(s) is your project located in?*
Cape Fear
4. Project Description and History
2b. Property size:
10.63
State / Rovince / Region
NC
Country
United States
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:*
Three residential parcels of land with epting structures, driveways and out buildings. Forested and grassed areas. Jurisdictional wetlands located in the northwest and the southeast.
General land use consists of rural residential and an Elementary School across White Oak Church Road.
4b. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
r- Yes 6 No r- Unknown
4d. Attach an 8 1/2 X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS.pdf 186.62KB
4e. Attach an 8 1/2 X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
SS.pdf 226.57KB
4f. List the total estimated acreage of all existing wetlands on the property:
0.08
4g. List the total estimated linear feet of all existing streams on the property:
0
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to construct a residential development and necessary infrastructure.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The overall project consists of a single-family residential development with associated infrastructure. Specifically, the proposed development will include road infrastructure, 21 single-
family lots, utilities, greenway trail and a Stormwater Control Measure (SCM). Proposed impacts will include wetland impacts for a SCM. Equipment typically used for construction and
earthwork such as backhoes, bulldozers, excavators, graders etc. will be utilized for this project.
4j. Please upload project drawings for the proposed project.
EAsting Conditions Plan.pdf
Site Plan.pdf
Wetland Exhibit.pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
f Yes r No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved 6 Not Verified r^ Unknown r N/A
Corps AID Number:
USACE has field verified, but a JD or AID has not been issued.
5c. If 5a is yes, who delineated the jurisdictional areas?
1.57MB
1.73MB
389.46KB
r Unknown

Name (if known):
Agency/Consultant Company:
Other:
Steven Ball
Soil and Environmental Consultants, PA
5d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USACE-Tasha Alexander With the US Army Corps of Engineers field verified the wetlands onsite on Nov. 1, 2016; A Jurisdictional Determination (JD) was not issued. A JD package was
submitted on October 4, 2016; Wake County -Betsy Pearce with Wake County conducted an onsite buffer determination on October 5, 2016 and a Buffer Determination letter was
issued on November 16, 2016 (WC -16-005).
5d1. Jurisdictional determination upload
White Oak Church Rd buffer letter.pdf 472.75KB
6. Future Project Plans
6a. Is this a phased project?*
r Yes B 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?
None to my knowledge
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
V Wetlands r Streams -tributaries r Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
A
2a1 Reason(?)
SCM Fill & Riprap
Outfall
2b. Impact type * (?)
P
2c. Type of W. *
Bottomland Hardwood Forest
2d. W. name *
B
2e. Forested *
Yes
2f. Type of
Jurisdicition*(?)
Both -]
2g. Impact
area*
0.006
(acres)
F771
��TYesM-Construction
rridor
VC
Bottomland Hardwood Forest
Both
0.002
(acres)
2g. Total Temporary Wetland Impact
0.002
2g. Total Wetland Impact
0.008
2h. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
2g. Total Permanent Wetland Impact
0.006
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The applicant contracted with S&EC to complete a stream, wetland and Jordan Watershed buffer evaluation for the property in order to identify the
natural resources so that the project engineers could design a site plan that would avoid & minimize impacts to the maximum extent practicable. The
project includes one (1) impact area for a stormwater control measure (SCM). Per the Town of Cary UDO, and the NC Division of Water Resources,
stormwater management for detention and treatment are required. The SCM typically needs to be in the lowest area of the site in order to get the
stormwater in that location for treatment. The design engineer added retaining wall on the western side of the SCM to shift the SCM location as far to
the west as possible. Additionally, the riprap outfall was minimized in size and slope to minimize wetland impacts. Finally, the proposed residential
structure for Lot #12 will be shifted west to the maximum extent practicable to avoid additional wetland impacts.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Erosion control measures such as a skimmer sediment basin with silt fencing is proposed to minimize/avoid sediment impacts 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 F No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Proposed permanent loss impacts to waters are below 0.10 acres. If the USACE determines that compensatory mitigation is required, the applicant would likely utilize a private mitigation
bank or NCDMS and make a compensatory mitigation payment.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)

1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
The USACE verified that there were no stream features onsite. Wake county verified that there were no features onsite that met the criteria of an intermittent/perennial stream that
requires riparian buffers, see attached buffer determination letter.
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 15A NCAC 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
2d. Which of the following stormwater management program(s) apply:
P Local Government r State
Local Government Stormwater Programs
V Phase II r NSW r USMP rJ Water Supply
Please identify which local government stormwater program you are using.
Town of Cary
Comments:
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 (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 21-1.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15ANCAC 28.0200)?*
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.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetlands Programs' document
prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft states that many private developments are unlikely to cause
cumulative impacts, including projects such as urban in -fill, most residential subdivisions and small commercial developments as well as agricultural
and silvicultural operations. The Autumnwood 3 project is a residential development. The property is located within the Town of Cary ETA, therefore
the adjacent properties that have potential for development will have the following regulations to protect downstream waters: 1) the Water Supply,
Watershed Protection Program which limits development densities as well as requires protective riparian buffers; 2) the Jordan Watershed Riparian
Buffer Protection regulations, these regulations require limited development within the riparian buffer area in addition to "diffuse flow" requirements
and could require Best Management Practices that control nitrogen if diffuse flow cannot be achieved; and finally 3) the Phase II NPDES Stormwater
Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to post -construction
stormwater management requirements. We anticipate that the DWR will advise us if any additional information is needed.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r No r 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.
Non -discharge. The site will tie into eAsting wastewater infrastructure maintained by the Town of Cary. The Town will ensure that the adequate
capacity is available.
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?*
C' f• No
5d. Is another Federal agency involved?*
r Yes f No r Unknown
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
North Carolina Natural Heritage Program. 2018. Geographic Information System (GIS) data. NCDNCR, Raleigh, NC. Available at http://wvvw.ncnhp.org/.
(Accessed: September 27, 2018).
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
l- Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website was referenced.
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?*
The INC State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on September 27, 2018; no historic listings or study
list entries or determined eligible listings were identified Wthin the property boundaries.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
NC Floodplain Mapping Program -Flood Risk Information System and project engineer.
Miscellaneous'
Comments
Miscellaneous attachments not previously requested.
Drainage Areas.pdf 1.42MB
Signature
rJ By checking the box and signing below, I certify that:
• 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 NC 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:
Deborah E. Shirley
Signature
Sign
Date
10/4/2018
v

Environmental Consultants,
8.112 fall, of Ncv,c Road, Suilc 10-1,161cigh, NC 27615 • Phone: [phone]W • lax: (919) 8.16.9-167
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: S&EC Project It 7-9 S
Date:
The Department of (lie Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
70\<rco"
Attn: AA Field Office: 21,,-
r
I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers
(Corps) and Soil & Environmental Consultants, PA (S&EC) staff, as my agent, 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. This
document also authorizes S&EC, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of a permit or certification and any and
all associated standard and special conditions.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 S&EC staff. You should call
S&EC to arrange a site meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 0'7 2 ') t4 Ki v 5
Site Address: 1519 O LO I) (ik OtIA6 (.,,.1,- O 9_(_ to R P
City, County, State: Aum-. WA-�-_, ), M C -
PROPERTY OWNER INFORMATION:
Name:�A-A\ ES J +� �1. L `r i'I t GCS
Mailing Address: 15C7 p Q tU l(1 rC
Telephone Number: CIO-
Property
IO-Property Owner (pleaysg print)
Pr&erty Ownei�\S&riature
A)
141 R D. 4 D I --.t . A I
6j -'2'`t - l�
Date
hVZ41,4_111
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

Soil & Environi iet-Ytal Consultants, PA
,X412 I all, .4 \unr Rom Suit, I(II, RAt ipli, .'�(. _'7(d; -Plum,( (9N) xvI -;`)IA (919) 8U.-9167
6-4 ,.nil., ("MI
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
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Project N;u»e/C)escription: � Hyl ----.._-_...-._------_S&, EC Project t� �. I �I
Date: _30 X.2 0/ e'-
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmh ►ton, NC 28403
Attn: ��-�ci,�r Field Office:
I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers
(Corps) and Soil & Environmental Consultants, PA (S&EC) staff, as my agent, 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. This
document also authorizes S&EC, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of a permit or certification and any and
all associated standard and special conditions.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 S&EC staff, You should call
S&EC to arrange a site meeting prior to visiting the site,
PARCEL INFORMATION:
Parcel Index Number(s) (PIN):
Site Address: 45"0 9'04Z _ hZXe 04k C11_4e e/i &L
City, County, State: 4,2 e �, Jd,0 /re eo (f, l4k /V C
PROPERTY ONVNER INFORMATION:
t
Name: v Ict, G7, 9- G i /' 4, E,! / R
Mailing Address: Sly ' ('fie ` 4 Vt,tc L kc .� Je%
Telephone Number: 9/9-3 9'•7- 7 S -d 41
ca O t? 7�t / Q 1s/ k'/ ' S /� f p1� /! f}, /v �� ,0�'/ <f s 912
Property Owner (ple4 se print) / Da(e
-7
perty Owner Signa
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

Environmental Cons to Itants,
a 112 1`:Jk cd- Ncu.c• I oad, Suitc• IU 1, Ralciph, NC ` 7615 , Thome: (919) 816-i'1(91 •
<.Illdccxom
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: r �7 �,�4�'� �, ��� r��� c S&EC Project # t cis
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28103
Attn: j C `; ' Field Office:�-
I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers
(Corps) and Soil & Environmental Consultants, PA (S&EC) staff, as my agent, 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. This
document also authorizes S&EC, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of a permit or certification and any and
all associated standard and special conditions.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 S&EC staff. You should call
S&EC to arrange a site meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN):
Site Address: / R>,l 3 ot-h tn/1l"I •r" o, 1< C 11 0, I/ rl
City, County, State: A R7 X w AV E Ajor,7,11 Cirk' U 1.-/ vel �1
PROPERTY OWNER INFORMATION:
Name: t Vic' _�o /q11-5 /vl
Mailing Address: f�13 ("_0 w1 i rt- c tlapC•11 r'o ?- PES X c, ?_ % r Z
Telephone Number: c i `) . :1 - / :3 *.� `%
1li�1,4�,51vl us -s,- C.-YV
Property Owner (please print) Date
Property Owner Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

November 16, 2016

Steven Ball
Registered Forester # 1723
Soil and Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614

WC-16-005
Wake County

Project Name: White Oak Church Rd

Location/Directions: 0723395895, 0723398595, 0723399942, 0723490618

Subject Stream: UT to White Oak Creek

Date of Determination: 10/5/16

Feature Not Subject Subject Start@ Stop@ Soil Survey USGS Topo
Pond & Feature A √ √
Feature B √ √ √

Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake
County, North Carolina or the most recent copy of the USGS Topographic map at a 1:24,000
scale. Each feature that is checked “Not Subject” has been determined not to be a stream or is
not present on the property. Features that are checked “Subject” have been located on the
property and possess characteristics that qualify it to be a stream. There may be other streams
located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division
of Water Quality.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority may request a
determination by the Director. An appeal request must be made within sixty (60) days of date of this letter
or from the date the affected party (including downstream and/or adjacent owners) is notified of this
letter. A request for a determination by the Director shall be referred to the Director in writing c/o
Karen Higgins, DWQ Wetlands/401 Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650.

If you dispute the Director’s determination you may file a petition for an administrative hearing. You
must file the petition with the Office of Administrative Hearings within sixty (60) days of the receipt of
Jordan Buffer Letter WC-16-005
Page 2 of 2

this notice of decision. A petition is considered filed when it is received in the Office of Administrative
Hearings during normal office hours. The Office of Administrative Hearings accepts filings Monday
through Friday between the hours of 8:00 am and 5:00 pm, except for official state holidays. To request
a hearing, send the original and one (1) copy of the petition to the Office of Administrative Hearings,
6714 Mail Service Center, Raleigh, NC 27699-6714. The petition may also be faxed to the attention of
the Office of Administrative Hearings at [phone], provided the original and one (1) copy of the
document is received by the Office of Administrative Hearings within five (5) days following the date of
the fax transmission. A copy of the petition must also be served to the Department of Natural Resources,
c/o Mary Penny Thompson, General Counsel, 1601 Mail Service Center, Raleigh, NC 27699-1601.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within
sixty (60) days.

The owner/future owners should notify the Division of Water Quality (including any other Local,
State, and Federal Agencies) of this decision concerning any future correspondences regarding the
subject property (stated above). This project may require a Section 404/401 Permit for the
proposed activity. Any inquiries should be directed to the Division of Water Quality (Central
Office) at (919)-807-6301, and the US Army Corp of Engineers (Raleigh Regulatory Field Office) at
(919)-554-4884.

If you have any questions regarding this determination, please contact me at [phone].

Respectfully,

Betsy Pearce, CFM, CPSWQ
Environmental Engineer / Consultant

cc: Wetlands, Buffers, Stormwater Compliance and Permitting Unit, 1650 Mail Service Center,
Raleigh, NC 27699-1650
WC File Copy

Attachment

NRCS Sheet 55 (PIN #0723395895 ) – Old White Oak Church Rd
Site Map – Wake GIS

PIN # 0736263913

Feature A- not subject
Feature B – not subject
TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD11+00 12+0011+50
WETLAND IMPACT AREAROAD C
332
336
341
338
340 SCM WETPOND334
330 FES 100 CLASS B RIP-RAPMIN. 12'(L) x 20'(W) x 12"(T)FES 300 CLASS B RIP-RAPMIN. 12'(L) x 20'(W) x 12"(T)PROP 10' EMERGENCY SPILLWAYCLASS B RIPRAPD50 = 12"12TMPHONE: [phone] FAX: [phone]NCBELS P-11324011 WESTCHASE BLVD., SUITE 290PHONE: [phone] FAX: [phone]THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BECOPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLERENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FORCONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 20171"=20'02051020ENVIRONMENTAL IMPACT MAPS1509-1517 OLD WHITE OAK CHURCH RDCARY, NCH:\2017\NCR172109\DRAWINGS\EXHIBITS\WETLAND EXHIBIT\WETLAND EXHIBIT----->LAYOUT: AREA A
AUTUMNWOOD NORTH SUBDIVISIONIMPACT AREA ASHEET 1 OF 1PROPERTY LINELEGENDWETLANDSPERMANENT IMPACT AREASWETLAND5/9/18 | NCR172109LOCATIONIMPACT TYPEWETLANDS IMPACTAPERMANENT (SCM FILL AND RIPRAP)0.01 AC (254 SF)ATEMPORARY0.00 AC (70 SF)TEMPORARY IMPACT AREASWETLAND
WHI
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RIDGEBAC
K

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A
DLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD
LODLODLOD
LOD LODLOD LOD
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
L
O
D
L
O
D
LOD
LOD
LOD LOD
LOD
LOD LODLODLODLODLODLODLODLOD
LOD
LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
L
O
DLODLODLODLODLODLOD
LOD
LOD LODLODLOD
LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
LO
D
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD5.19' ROW
DEDICATION
PRE DA-1
AREA: 4.52 AC
CN = 82
TOC = 0.161 HR
PRE DA-2
AREA: 4.42 AC
CN = 82
TOC = 0.207 HR
PRE DA-3
AREA: 2.37 AC
CN = 83
TOC = 0.173 HR
1"=50'
0 5012.52550
1927 S. TRYON STREET, SUITE 310 CHARLOTTE, NC 28203
PHONE: [phone] FAX: [phone]
TM
NCBELS P-1132
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY
PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED
PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2017H:\2017\NCR172109\TECHNICAL\CALCULATIONS AND REPORTS\01_STORMWATER\STORMWATER NETWORK\180525 - DRAINAGE AREAS----->LAYOUT: PRE-DRAINAGEPRE-DEVELOPED DRAINAGE AREA
AUTUMNWOOD NORTH
8-8-18 | NCR172109
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RIDGEBAC
K

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DLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD
LODLODLOD
LOD LODLOD LOD
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
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L
O
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L
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LOD
LOD
LOD LOD
LOD
LOD LODLODLODLODLODLODLODLOD
LOD
LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
L
O
DLODLODLODLODLODLOD
LOD
LOD LODLODLOD
LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
LO
D
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD5.19' ROW
DEDICATION
PROP.
WETPOND
POST DA-1 BYPASS
AREA: 2.22 AC
CN = 85
TOC = 0.100 HR
PRE DA-1 BMP
AREA: 4.86 AC
CN = 86
TOC = 0.100 HR
POST DA-2
AREA: 2.53 AC
CN = 83
TOC = 0.100 HR
POST DA-3
AREA: 1.71 AC
CN = 83
TOC = 0.100 HR
1"=50'
0 5012.52550
1927 S. TRYON STREET, SUITE 310 CHARLOTTE, NC 28203
PHONE: [phone] FAX: [phone]
TM
NCBELS P-1132
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY
PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED
PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES. © BOHLER ENGINEERING, 2017H:\2017\NCR172109\TECHNICAL\CALCULATIONS AND REPORTS\01_STORMWATER\STORMWATER NETWORK\180525 - DRAINAGE AREAS----->LAYOUT: POST-DRAINAGEH:\2017\NCR172109\TECHNICAL\CALCULATIONS AND REPORTS\01_STORMWATER\STORMWATER NETWORK\180525 - DRAINAGE AREAS----->LAYOUT: POST-DRAINAGEPOST-DEVELOPED DRAINAGE AREA
AUTUMNWOOD NORTH
8-8-18 | NCR172109
WHITE OAK CHURCH ROADWHITE OAKCHURCH ROADOLD WHITE OAK CHURCH ROADN/FROBERT G TOMPKINSMARJORIE TOMPKINSPIN: 0723-39-5895DB 11094, PG 1014BM 1978, PG 500194,476 SFOR 4.465 ACN/FMARCIA LYNN MOSSFRED HAROLD MOSSPIN: 0723-39-9942DB 5445, PG 267BM 1978, PG 500125,877 SFOR 2.889 ACN/FJAMES E LINTHICUMPIN: 0723-49-0618DB 2668, PG 249BM 1978, PG 500131,168 SFOR 3.011 ACN/FJAMES E LINTHICUMPIN: 0723-49-0618DB 2668, PG 249BM 1978, PG 50011,592 SFOR 0.266 ACC4C5C6RIDGEBACK ROADTPFTPFTPF TPF TPF TPF TPF TPF TPFTPFTPF TPFTPFTPF
T
P
F
TPFTPF
TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFLODLODLODLOD LOD LOD LODLOD LOD LODLODLODLODLODLOD
LOD
LODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODTPF TPF TPF TPF TPF TPF TPFTPF TPF TPF TPF TPF TPF TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF
TPF
TPF TPFTPFTPF TPF TPF TPF TPF TPF TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODL
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LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
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LO
DLODLODLODLODLODLODLODLODLOD LOD LODLO
D
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD
1" = 50'DP0C-201EXISTINGCONDITIONS &DEMOLITIONPLAN1"=50'05012.52550GENERAL NOTES1.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF CARYSTANDARDS AND SPECIFICATIONS.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TOCOMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER’SREPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING, AND PAYMENT FOR ALLNECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE CONTRACTORSHALL HAVE ALL EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO BEGINNING DEMOLITION,EXCAVATION, OR ANY OTHER FORM OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE OWNER’S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.4.ALL SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIRAPPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTIONAND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE. IT IS SOLELY THECONTRACTOR’S RESPONSIBILITY TO VERIFY ACTUAL IN PLACE SUB-SURFACE UTILITY INFORMATIONINCLUDING HORIZONTAL AND VERTICAL LOCATION. PRIOR TO CONSTRUCTION THE CONTRACTORSHALL IMMEDIATELY NOTIFY THE OWNER’S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.5.EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTIONSHALL BE RESTORED OR REPLACED TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THEOWNER’S REPRESENTATIVE AT THE CONTRACTOR’S EXPENSE.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL PERMITS, INSPECTIONS,CERTIFICATIONS, AND OTHER REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT OR TOWNOF CARY REQUIREMENTS ARE OBTAINED.7.IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THECONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREFORE SHALL BE SUBMITTED TOTHE OWNER’S REPRESENTATIVE FOR REVIEW PRIOR TO CONSTRUCTION. NO DEPARTURES FROM THECONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THEOWNER’S REPRESENTATIVE.8.THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY INFRASTRUCTUREREQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BERESPONSIBLE FOR THE COORDINATION AND COSTS OF ASSOCIATED WORK.9.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODSASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.DEMOLITION NOTES1.REFER TO GENERAL NOTES ON SHEET C-102.2.ALL EXISTING SITE FEATURES, INCLUDING BUT NOT LIMITED TO FENCING, UTILITIES, BUILDINGS,SEPTIC TANKS, WELLS, SIGNS, PAVING, SHALL BE REMOVED EVEN IF NOT SHOWN ON THIS PLAN.3.ANY MATERIALS REMOVED AS PART OF DEMOLITION FOR THIS PROJECT SHALL BE PROPERLYDISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS.4.ANY MATERIALS REMOVED AS PART OF DEMOLITION FOR THIS PROJECT SHALL BE REMOVEDCOMPLETELY. THE EXCAVATED AREA SHALL BE BACKFILLED WITH CLEAN FILL MATERIAL ANDCOMPACTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICALENGINEER.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING TREES AND OTHERVEGETATION, ONLY AS NECESSARY FOR CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.6.WITH ANY CONCRETE SHOWN TO BE REMOVED, THE CONTRACTOR SHALL REMOVE THE CONCRETETO THE NEAREST JOINT OR SAW CUT TO PROVIDE CLEAN EDGE.7.WITH ANY ASPHALT SHOWN TO BE REMOVED, THE CONTRACTOR SHALL SAW CUT TO PROVIDE ACLEAN EDGE.8.ALL UTILITIES TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE APPROPRIATEUTILITY PROVIDER PRIOR TO CONSTRUCTION. IT IS THE SOLE RESPONSIBILITY OF THECONTRACTOR TO ENSURE THAT ALL NECESSARY MEASURES ARE TAKEN, WHETHER TEMPORARY ORPERMANENT, TO ALLOW FOR PROPER FUNCTIONING OF EXISTING UTILITIES.9.ANY EXISTING WELL HEADS SHALL BE REMOVED TO A MINIMUM OF FIVE (5) FEET BELOW PROPOSEDFINAL GRADE AND ABANDONED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERALLAWS. CONTRACTOR SHALL VERIFY THAT WELL HEADS ARE REMOVED TO A DEPTH SUITABLE FORTHE INSTALLATION OF INFRASTRUCTURE AND UTILITIES IN GRADE ABOVE, INCLUDING BUT NOTLIMITED TO STORM DRAINAGE, SANITARY SEWER, WATER, AND ASSOCIATED SERVICES. ALL SERVICELINES FROM THE WELL SHALL BE COMPLETELY REMOVED. ANY WORK PERFORMED ON THE WELLMUST BE DONE BY A LICENSED UTILITY CONTRACTOR.10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING THE LOCATION & EXTENTS OF ANYSEPTIC SYSTEM AND REMOVING COMPLETELY. ANY REMOVAL MUST BE IN ACCORDANCE WITH ALLAPPLICABLE FEDERAL, STATE, AND LOCAL LAWS.11.ALL EXISTING DRAINAGE PIPES AND FENCES WITHIN DEVELOPED AREA SHALL BE REMOVEDCOMPLETELY.TYPICAL NOTE TEXTDEMOLITION LEGENDCONCRETE CURB &GUTTERUNDERGROUNDWATER LINESTORM SEWERSANITARY SEWER MAINSANITARYMANHOLEPROPERTYLINEADJACENTLOT LINESUTILITY POLE/LIGHTOVERHEAD WIREHYDRANTFIBER OPTICWIRE FENCEGUY WIRETREELINEWETLANDSSOIL ROAD100-YR FLOODPLAINFLOODWAYLIMITS OFDISTURBANCELODLODWATERMANHOLECONSTRUCTIONNOT APPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:H:\2017\NCR172109\DRAWINGS\PLAN SETS\NCR172109DP0.DWG PRINTED BY: SKEIDEL 8.08.18 @ 11:51 AM LAST SAVED BY: SKEIDELNCR172109SJKMAR2-8-18AUTUMNWOODNORTH(18-DP-0844)1509-1517 OLD WHITE OAKCHURCH RD.WAKE COUNTYCARY, NC 275131SJKPER TOWN COMMENTSKNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TMNCBELS P-11324130 PARKLAKE AVENUE, SUITE 130RALEIGH, NC 27612Phone:[phone]Fax:(919) [e-mail]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION
FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
©
NEW ENGLAND
UPSTATE NEW YORK
NEW YORK, NY
PHILADELPHIA, PA
LEHIGH VALLEY, PA
BALTIMORE, MD
REHOBOTH BEACH, DE WASHINGTON, DC
NORTHERN VIRGINIA
RALEIGH, NC
CENTRAL VIRGINIA
SOUTHERN MARYLAND
NORTHERN NEW JERSEY
SOUTHEASTERN, PA
CHARLOTTE, NC
BOSTON, MA
SOUTHERN NEW JERSEY
NEW YORK METRO
TAMPA, FL
SOUTH FLORIDA
DALLAS, TX
ATLANTA, GA
PITTSBURGH, PA
TM
SUSTAINABLE DESIGN
LANDSCAPE ARCHITECTURE
SITE CIVIL AND CONSULTING ENGINEERING
LAND SURVEYING PROGRAM MANAGEMENT
PERMITTING SERVICES TRANSPORTATION SERVICES
2018 BOHLER ENGINEERINGALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITHCURRENT TOWN OF CARY STANDARDS AND SPECIFICATIONS IN PLACEAT TIME OF PLAN APPROVALLIGHT
PT= 13+94.93240' SIGHT DISTANCE RIGHTEYEWHITE OAK CHURCH ROADWHITE OAKCHURCH ROADC4C5C6RIDGEBACK ROADTPFTPFTPF TPF TPF TPF TPF TPF TPFTPFTPF TPFTPFTPF
TPFTPFTPF
TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFLODLODLODLOD LOD LOD LODLOD LOD LODLODLODLODLODLOD
LOD
LODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODTPF TPF TPF TPF TPF TPF TPFTPF TPF TPF TPF TPF TPF TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF
TPF
TPF TPFTPFTPF TPF TPF TPF TPF TPF TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
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LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO
D
LO
D
LO
DLODLODLODLODLODLODLODLODLOD LOD
L
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D
LO
D
LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD
LODLODLODLODLODLODLOD150.0 60.09.012.3155.6 82.4163.429.950.147.7160.187.138.381.4150.567.915.956.1150.056.123.923.9150.080.080.0150.080.080.03.4100.6123.7102.316.8
151.063.6
3
9
.065.25.641.05
.610.380.0
141.1151.080.0151.080.0
80.0
75.4
152.180.064.480.0 80.0 77.1151.6133.5 151.680.0
161.5
80.0 151.5151.580.0
80.0
65.0
84.4
38.488.239.577.1
161.5
47.033.013.075.151.837.3125.0 82.6106.086.3 39.350.965.5 14.478.434.16.832.825.058.821.310+00 11+00 12+00 13+0010+50 11+50 12+50PC= 10+53.61PT= 11+92.5210+0011+0012+0013+0014+0015+0016+0017+0010+5011+5012+5013+5014+5015+5016+50PC= 10+98.78 PT= 11+80.37PC= 13+13.34PT= 13+94.93
10+00 11+00 12+00 13+00 14+00 15+00
10+50 11+50 12+50 13+50 14+50 15+50 20' HOA GREENWAYEASEMENT20'R20'R20'R20'RPROP.WETPOND4'
50' R/W
27' B-B
50' R/W27' B-B50' R/W27' B-BSXCYLYSXCLPROP. MAILBOXCLUSTER &CONCRETE PADMHCOMMUNITYGATHERINGSPACE4' TALL BLACKALUMINUM FENCE4' TALL BLACKALUMINUM FENCE6' WIDE ASPHALT GREENWAY TRAILPROP. CLASS ARIP-RAPFES 100 CLASS B RIP-RAPMIN. 12'(L) x 20'(W) x 12"(T)FES 300 CLASS B RIP-RAPMIN. 12'(L) x 20'(W) x 12"(T)FES 200 CLASS A RIP-RAPMIN. 5'(L) x 10'(W) x 6"(T)FES 400 CLASS B RIP-RAPMIN. 8'(L) x 13'(W) x 12"(T)FES 500 CLASS B RIP-RAPMIN. 8'(L) x 13'(W) x 12"(T)20' TOC STORM EASEMENTPRIVATE DRAINAGEAND ACCESSEASEMENTPROP.GUARDRAIL240' SIGHT DISTANCE RIGHT280' SIGHT DISTANCE LEFT240' SIGHT DISTANCE RIGHT280' SIGHT DISTANCE LEFTPROP 10' EMERGENCY SPILLWAYCLASS B RIPRAPD50 = 12"TEMP. CONSTRUCTION EASEMENT37.5'R49'R16'16'ROAD BROAD A
ROAD C75°PROP. RETAINING WALL 2 WITH HANDRAILMAX HEIGHT = 2.5' (BY OTHERS)SEE DETAIL SHEET C-901PROP. MAINTENANCE EASEMENT30' TYPE 'A'STREETSCAPEBUFFER20' TYPE 'B'PERIMETERBUFFER20' TYPE 'B'PERIMETERBUFFER20' TYBE 'B'PERIMETERBUFFER20' TYPE 'B'PERIMETERBUFFER20' TYPE 'B'PERIMETERBUFFER20' TYPE 'B' PERIMETER BUFFER10' COMMONOPEN SPACE10' COMMONOPEN SPACE2'R1'R1'RPROP. RETAINING WALL 1 WITH HANDRAILMAX HEIGHT = 6' (BY OTHERS)SEE DETAIL SHEET C-901FENCE STARTSAT ROWFENCE ENDSAT ROWFENCE STARTSAT ROWFENCE ENDS ATPROPERTY LINE5' CONCRETEACCESSIBLE PATH10' TYBE 'B' BUFFER10' TYBE 'B' BUFFER10' TYBE 'B' BUFFEROBJEYEOBJOBJOBJEYEEYESCP5.19' ROWDEDICATIONS260' SIGHT DISTANCE RIGHTOBJEYE19'11'19'
70'
5'5' CONCRETE SIDEWALK5' CONCRETE SIDEWALK5' CONCRETE SIDEWALK5' CONCRETE SIDEWALK22'
24.5'
35'
5'
15'
15'100'16'2'R1'R1'R16'FUTURE CENTERLINEALIGNMENT OFRIDGEBACK ROADKERO5' CONCRETE SIDEWALK385' SIGHT DISTANCE RIGHT152.110+45.00 NCR172109 - ROAD B13+43.20 NCR172109 - ROAD AL1 C1 L2 L3C2L4C3L5L612,067 SF28,476 SF36,960 SF12,080 SF12,001 SF12,005 SF40,869 SF12,341 SF12,000 SF13,022 SF12,122 SF13,357 SF14,300 SF12,125 SF12,124 SF12,048 SF12,291 SF12,011 SF13,172 SF12,083 SF3,876 SF12,231 SF12,049 SF12,000 SF12,083 SF21O.S.O.S1285O.S.473161713141515+33.71 NCR172109 - ROAD B15+57.37 NCR172109 - ROAD C181920910O.S.21611160.8
REFER TO IMPACT AREA ASHEET FOR DETAILS134.225.4
80.0 90.0
ROAD CENTERLINELINE TABLELINEL1L2L3L4L5L6BEARINGN40° 24' 53"EN00° 37' 14"ES89° 22' 53"EN67° 14' 41"ES89° 22' 53"EN01° 16' 06"EDISTANCE53.61'150.68'98.78'132.97'325.25'557.37'ROAD CENTERLINE CURVE TABLECURVEC1C2C3RADIUS200.00'200.00'200.00'LENGTH138.91'81.59'81.59'CHORD BEARINGN20°31'04"EN78°55'54"EN78°55'54"ECHORD136.13'81.03'81.03'DELTA039°47'39"023°22'26"023°22'26"TANGENT72.39'41.37'41.37'1" = 50'SP0C-301SITE PLANTYPICAL NOTE TEXTGRAPHIC LEGENDPROPOSED NOTEPROPERTY/LEASELINECURB &GUTTERFLUSHCURBADJACENTLOT LINEBUILDING ORPARKING SETBACKPAVEMENTSTRIPING - 4" SSYLSTOP SIGNADA ACCESSIBLEPARKING SIGNPAINTED STOP BARTREE1"=50'05012.525501.NO FENCING SHALL BE PLACED WITHIN A BUFFER UNLESS INSTALLED AT ONE TIME FOR THE ENTIRE LENGTH OFBUFFER OR STREETSCAPE. NEITHER INDIVIDUAL LOT OWNERS NOR THE HOME OWNER’S ASSOCIATION SHALLINSTALL FENCES IN A PIECEMEAL FASHION. PRIOR TO PLACING A FENCE IN A BUFFER OR STREETSCAPE, THEFENCE SHALL BE SUBMITTED TO AND APPROVED BY THE TOWN OF CARY.2.DECORATIVE FENCING, PRIVACY FENCING, AND ENTRANCE WALLS PROPOSED TO BE LOCATED WITHIN BUFFERSAND ALONG STREET RIGHTS OF WAY MUST BE APPROVED. PROPOSED LANDSCAPING ASSOCIATED WITH THEFENCE INSTALLATION, AS REQUIRED BY THE ZONING ORDINANCE, MUST ALSO BE SHOWN ON THE ENTRANCEFEATURE PLAN.REQUIRED GENERAL NOTESSTREET LIGHTING NOTES 1.IN ACCORDANCE WITH THE TOWN OF CARY’S STREET LIGHT POLICY, THE OWNER, DEVELOPER, OR SUBDIVIDEROF A SITE PLAN OR SUBDIVISION IS REQUIRED TO INSTALL STREET LIGHTING VIA UNDERGROUNDCONTRIBUTION ALONG ALL PROPOSED STREETS AND ALONG ALL EXISTING STREETS WHICH ADJOIN THEPROPERTY.2.THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION COSTS ASSOCIATED WITH STREET LIGHTINGALONG PROPOSED STREETS, ADJACENT STREETS, AND THOROUGHFARES AS REQUIRED PER TOWN OF CARYPOLICY STATEMENT NO. 13. THE DEVELOPER SHALL CONTACT PROGRESS ENERGY OF CAROLINAS AFTERPLAN APPROVAL AND PRIOR TO CONSTRUCTION IN ORDER TO DEVELOP A STREET LIGHTING PLAN FOR THESITE/SUBDIVISION PLANS.1.ALL PAVEMENT MARKINGS AND STREET SIGNAGE SHALL BE IN ACCORDANCE WITH THE MUTCD.2.PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL COMPLY WITH NCDOT STANDARDS ANDSPECIFICATIONS.3.SIGNS MUST USE PRISMATIC SHEETING AND MEET THE MINIMUM RETROREFLECTIVITY LEVELS SHOWN IN THELATEST EDITION OF THE MUTCD. SIGNS PROVIDED FOR PEDESTRIAN CROSSINGS SHALL USE THE STRONGYELLOW-GREEN COLORING.4.ALL SPECIALTY TRAFFIC CONTROL AND STREET NAME SIGNS AND POSTS MUST COMPLY WITH TOWN OF CARYPOLICY STATEMENT NUMBER 85 INCLUDING ALL AMENDMENTS AS APPROVED BY THE TOWN COUNCIL. REQUESTSFOR SPECIALTY SIGNS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEERING DEPARTMENT.5.ALL STREET NAME SIGNS SHALL ADHERE TO THE 2009 MUTCD REQUIREMENTS RELATED TO COLOR, LETTER CASEAND LETTER HEIGHTS. SIGN DESIGNS SHALL BE SUBMITTED TO TOWN STAFF APPROVAL PRIOR TO ACCEPTANCEOF STREETS FOR MAINTENANCE.PAVEMENT MARKING & SIGNAGE NOTESSUBDIVISION NOTES1.REFER TO GENERAL NOTES ON SHEET C-102.2.SETBACKS ARE SHOWN IN ACCORDANCE WITH THE APPROVED TOWN OF CARY STANDARDS. REFER TO TOWNOF CARY LAND DEVELOPMENT ORDINANCE FOR PORCHES, DECKS, GARAGES, ETC.3.UTILITY AND PIPELINE EASEMENTS SHALL BE RECORDED AS PART OF THE SUBDIVISION PLAT AFTERCONSTRUCTION IS COMPLETED.4.ALL HANDICAP RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT TOWN OF CARY STANDARDDETAILS.5.COMMON OPEN SPACE SHALL BE MAINTAINED BY THE NEIGHBORHOOD HOMEOWNERS ASSOCIATION.6.ADJACENT OPEN SPACE WILL BE RECORDED AS LOTS ARE RECORDED.7.STORMWATER DETENTION DEVICES VISIBLE FROM THE REAR YARD OF ANY ADJOINING DWELLING SHALL BESCREENED FROM OFF-SITE VIEWS, EXCEPT WHERE DEVICE PLANTINGS ALSO SERVE AS BUFFER PLANTINGMATERIALS.8.TREES SHALL NOT BE PLANTED IN ANY TOWN OF CARY SANITARY SEWER EASEMENTS.9.ALL PROPOSED PAVEMENT SECTIONS ARE MINIMUM STANDARDS. FINAL PROPOSED PAVEMENT SECTIONDESIGNS WILL NEED TO BE PROVIDED TO THE TOWN FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OFANY BASE MATERIAL.10.A SIGHT DISTANCE EASEMENT SHALL BE RECORDED ON ANY LOT WHERE THE SIGHT DISTANCE TRIANGLEEXTENDS OUTSIDE OF THE RIGHT OF WAY AS DEPICTED ON THESE PLANS. A MINIMUM OF 18' OF DRIVEWAYSHALL BE PROVIDED OUTSIDE OF THE EASEMENT ON THESE LOTS.11.THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION COSTS ASSOCIATED WITH STREET LIGHTINGALONG PROPOSED STREETS, ADJACENT STREETS AND THOROUGHFARES AS REQUIRED PER TOWN OF CARYPOLICY STATEMENT NO. 13. THE DEVELOPER SHALL CONTACT DUKE ENERGY AFTER PLAN APPROVAL ANDPRIOR TO CONSTRUCTION IN ORDER TO DEVELOP A STREET LIGHTING PLAN FOR THE SITE/SUBDIVISION PLAN.12.REFER TO SHEET D-1.0 FOR TYPICAL ROAD CROSS SECTIONS.13.ALL INTERSECTION RADII ARE 20 FOOT RADIUS, MEETING TOWN STANDARDS (MIN. 20'), UNLESS OTHERWISENOTED.14.FINAL LOCATION OF CBU'S, HANDICAP RAMPS, AND 15 MINUTE PARKING SIGNS MAY BE FIELD ADJUSTED ASALLOWABLE BY THE SITE ZONING INSPECTOR.15.ANY CUT OR FILL SLOPE THAT IS 2.5:1 OR GREATER SHALL BE STABILIZED WITH PERMANENT SLOPEDETENTION DEVICES OR A SUITABLE COMBINATION OF PLANTINGS AND RETENTION DEVICES. SLOPESGREATER THAN 3:1 SHALL NOT BE STABILIZED WITH TURF GRASS BUT MUST BE STABILIZED WITH VEGETATIONTHAT REQUIRES MINIMAL MAINTENANCE SUCH AS WEEPING LOVE GRASS, RED FESCUE OR OTHER APPROVEDVARIETY.16.REFER TO DETAIL #03000.01 ON SHEET C-901 FOR PAVEMENT DESIGN17.PROPOSED STREETS WILL HAVE A 25 MPH SPEED LIMIT POSTED.18.RETAINING WALL 1 IS PART OF THE SCM AND SUBJECT TO THE REQUIREMENT FOR HIGHER-QUALITYMATERIALS.19.ALL PROPOSED ROADS ARE DESIGNED TO TOWN OF CARY STANDARDS AND MEET RADIUS CRITERIA.20.WHEELCHAIR RAMP LOCATIONS ARE APPROXIMATE ONLY. WHEELCHAIR RAMPS SHOULD BE LOCATED ANDCONSTRUCTED IN ACCORDANCE WITH THE TOWN OF CARY AND NCDOT STANDARDS AFTER THE LOCATIONSOF THE PROPOSED STOP BARS AND/OR PEDESTRIAN CROSSWALKS HAVE BEEN STAKED OUT.HSIGN / MARKINGR2-1SIGNAGE AND MARKING LEGENDSPEED LIMIT 25SLMUTCD #R7-8R7-8aSYMBOLSTOP SIGN AND 2' THICK WHITE STOP BARR1-130" x 30"ACCESSIBLE PARKINGW/ VAN SIGN12" x 18"12" x 6"SIGN DIMENSIONS24" x 30"TEMPORARY BARRICADE FOR DEAD END (REFER TO SHEET D-1.0)YR7-21AMAILPARKING15MINUTELIMIT(2) R7-21A DENOTING (2) TEMPORARY MAIL PARKING SPACES. SIGNSHALL READ "MAIL PARKING, 15 MINUTE LIMIT". REFER TO TOWN OFCARY DETAIL 3000.23, SHEET C-900.MR7-8R7-8aTYP. SETBACK DETAILSCALE: 1" = 50'TYP. INTERSECTION DETAILEDGE OFTRAVEL LANE15'STOP BAR 2' THICKWHITE 4' SEPARATIONBETWEEN STOP BARAND CROSSWALKSTOP SIGN25' REAR YARD SETBACK (TYP.)20' DRIVEWAY SETBACK (TYP.)XHIGH VISIBILITY CROSSWALK (WHITE 24" WIDTH AT 24" SPACING) REFERTO SHEET D-1.0CPEDESTRIAN CROSSINGW11-230" x 30"CDIAGONAL DOWNWARDARROWW16-7PL24" x 12"PAHEAD SIGNW16-9P24" x 12"W16-7PLW11-2W16-9PCONSTRUCTIONNOT APPROVED FORThis drawing and/or file has been prepared by Bohler Engineering at the request of the Project Owner or his Representative and is being provided solely as a convenience to the recipient. Bohler Engineering makes no representation regarding the suitability for the intended use by the recipient. Further, Bohler Engineering makes no representation regarding fitness of the electronic file for any particular purpose, or suitability for use with any software or hardware. It is the recipient's obligation to understand the design intent and to use this digital data appropriately.REVISIONSREVDATECOMMENTBYLOCATION OF SITEFORPROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD I.D.:SHEET NUMBER:SHEET TITLE:C:\USERS\SKEIDEL\APPDATA\LOCAL\TEMP\ACPUBLISH_14916\NCR172109SP0.DWG PRINTED BY: SKEIDEL 8.21.18 @ 3:50 PM LAST SAVED BY: SKEIDELNCR172109SJKMAR2-8-18AUTUMNWOODNORTH(18-DP-0844)1509-1517 OLD WHITE OAKCHURCH RD.WAKE COUNTYCARY, NC 275131SJKPER TOWN COMMENTSKNOW WHAT'S BELOWALWAYS CALL 811BEFORE YOU DIGIt's fast. It's free. It's the law.TMNCBELS P-11324130 PARKLAKE AVENUE, SUITE 130RALEIGH, NC 27612Phone:[phone]Fax:(919) [e-mail]
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION
FROM BOHLER ENGINEERING. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
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UPSTATE NEW YORK
NEW YORK, NY
PHILADELPHIA, PA
LEHIGH VALLEY, PA
BALTIMORE, MD
REHOBOTH BEACH, DE WASHINGTON, DC
NORTHERN VIRGINIA
RALEIGH, NC
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SUSTAINABLE DESIGN
LANDSCAPE ARCHITECTURE
SITE CIVIL AND CONSULTING ENGINEERING
LAND SURVEYING PROGRAM MANAGEMENT
PERMITTING SERVICES TRANSPORTATION SERVICES
2018 BOHLER ENGINEERINGALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITHCURRENT TOWN OF CARY STANDARDS AND SPECIFICATIONS IN PLACEAT TIME OF PLAN APPROVALROAD BROAD ALENGTH OFNEW ROADCLASSIFICATIONMAJOR LOCALMAJOR LOCALROADWAY DATA TABLESTREET NAMEDESIGN/POSTEDSPEED25/25PUBLICPRIVATEPUBLIC OR25/25PUBLIC730'365'INTERSECTIONSIDE STREETAPPROACHGRADEROAD BROAD A, ROAD C2%2%ROAD CMAJOR LOCAL25/25PUBLIC557'ROAD B2%10' SIDE SETBACK (TYP.)10' SIDE SETBACK (TYP.)BOCEOPSCALE: 1" = 20'LOT LINERIDGE BACK RDCOLLECTOR AVE40/35PUBLIC557'ROAD C2%R4-7OM-3LR6-1RRRIGHT ONLYR3-5R30" x 36"OONE WAYR6-1R36" x 12"EOBJECT MARKEROM-3L12" x 36"R3-5RKKEEP RIGHTR4-724" x 30"

Feature "A"
Feature "B"
Project Number:
SBProject Manager:
1" = 500'Scale:
7/28/16Date:
Map Title:
Source:
Figure 2 - Soil Survey Map
Old White Oak Church Rd Property
Wake County, NC
Wake County
Soil Survey Sheet 55
¯0 500 1,000
Feet
12956

Project Number:
SBProject Manager:
1" = 500'Scale:
7/28/16Date:
Map Title:
Source:
Figure 1 - USGS Map
Old White Oak Church Rd Property
Wake County, NC
Wake County
Green Level Quadrangle
¯0 500 1,000
Feet
12956