20201062 Ver 1_401 Application_20200819

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
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?*
G Yes r No
Change only if needed.
BIMS # Assigned
20201062
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Umstead Subdivision (formerly Cox Woods)
1a. Who is the Primary Contact?*
Martin Richmond
1b. Primary Contact Email:*
[e-mail]
Date Submitted
8/19/2020
Nearest Body of Water
White Oak Creek (Austin Pond)
Basin
Neuse
Water Classification
Class C, NSW
Site Coordinates
Latitude:
35.491627
A. Processing Information
County (or Counties) where the project is located:
Johnston
Is this a NCDMS Project
r Yes r No
Longitude:
-78.556459
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
1c. Primary Contact Phone:*
[phone]
U
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 DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes f 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
Umstead Subdivision - Wetland SOA 08-14-2020.pdf
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?
4 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:
AMH INC Development, LP
2b. Deed book and page no.:
Book 05277 Page 0354
2c. Responsible party:
Kirk Rightmeyer, PE
2d.Address
Street Address
2100 Gateway Centre Boulevard Suite 120
Address Lim 2
city
Morrisville
Fbstal / Zip Code
27560
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
S4 to / Province / Region
NC
Country
USA
2f. Fax Number:
540.33KB
r- Yes r No
r Yes r No
U

3. Applicant Information (if different from owner)
3a. Name:
Jay S. Johnson
3b. Business Name:
JSJ Builders, Inc.
3c.Address
Street Address
1135 Robeson St.
Address tine 2
City
Fayetteville
Postal / Zip Cade
28305
3d. Telephone Number:
[phone]
3f. Email Address:*
j [e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Wyatt Brown
4b. Business Name:
Brown's Environmental Group, Inc.
4c.Address
Street Address
242 Batten Farm Rd
Address tine 2
City
Selma
Postal / Zip Code
28305
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
State / province / Region
NC
Country
USA
3e. Fax Number:
State / Rmince / Fbgion
NC
Country
USA
4e. Fax Number:
Agent Authorization Letter*
Access Agreement_Owner_Signed.pdf 329.62KB
Agent Authorization_Applicant_Signed.pdf 31.87KB
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Clayton, NC
2. Project Identification
2a. Property Identification Number:
2b. Property size:
164800-98-7815
62.18 (formerly)
2c. Project Address
Street Address
Amelia Church Rd
Address Line 2
City
State / Rmince / Fbgion
Clayton
NC
Postal / Zip Code
Country
27504
USA

3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
White Oak Creek (Austin Pond)
3b. Water Resources Classification of nearest receiving water:*
Class C, 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.
03020201120
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinityof the project at the time of this application:*
The property is currently being developed as a 41-lot single-family residential subdivision in the Town of Clayton, NC. The project area has been cleared and graded and associated
roadways and utilities have been constructed, as well as most of the houses. Prior to construction, the property was undeveloped forest.
General land use both adjacent to the project area and in the vicinity is a mix of agricultural use and single-family residential subdivisions.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
F Yes G No F 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)
USGS.pdf
130.03KB
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)
NRCS. pdf 315.81 KB
4f. List the total estimated acreage of all existing wetlands on the property:
Jurisdictional - 0.494 Isolated (Not JD) - 0.094 Total: 0.588
4g. List the total estimated linear feet of all existing streams on the property:
Stream 01: 111 LF, Stream 02: 207 LF, Total: 318 LF
4h. Explain the purpose of the proposed project:*
Project will provide for construction a 41-lot single-family residential subdivision, with associated roadways and utilities, to meet increased housing demand in the western Johnston
County area.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The Umstead Subdivision consists of 41 single-family residential lots, located on Amelia Church Rd in Clayton NC.
The eastern portion of the subdivision is access via an entrance off Amelia Church Rd and consists of 34 lots. The western portion of the subdivision is accessed from the existing
Dayflower Dr (part of the existing Wynston subdivision) and consists of 7 lots.
Construction activities at the site have been completed using typical road construction materials and equipment.
Work has been conducted under an Erosion & Sediment Control plan, which has been reviewed, approved, and inspected by Johnston County Public Utilities Department.
4j. Please upload project drawings for the proposed project.
2019-01-09 Umstead Recorded Plat.pdf 747.08KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the propertyor proposed impact areas?*
F Yes f No r Unknown
Comments:
Streams and wetlands were delineated by Wyatt Brown, Brown's Environmental Group, Inc. (BEG) in
August 2015. A request for JD was submitted and the project given the AID# SAW-2015-01990. The
delineation was field verified by David Shaeffer Sept 30, 2015. A copy of the submitted Preliminary
Wetland Delineation is include in the JD Packet as Exhibit 6. Following concurrence, a survey of the
wetland areas was prepared by True Line Surveying of Clayton, NC in Jan 2016. This survey is
included in the JD Packet Exhibit 7. Note: The True Line survey does not depict the two streams.
During 2017 and 2018, following review and approval of Stormwater and Erosion & Sediment
Control Plans by Johnston County Public Utilities, the site was cleared and graded, roadways and
utilities installed, and individual lots created. On May 6, 2020, a pre -permitting information packet
was submitted to the US Army Corps of Engineers Raleigh Regulatory Office. A PJD was issued
June 11, 2020, and a pre -permitting on -site conference was held June 15, 2020. During the pre -
permitting conference, it was confirmed that Wetland C was not connected and not jurisdictional.
This determination is based on: 1. Uplands present in the undisturbed riparian area of Stream 1 and
Wetland A in the area of the 'Tie Line Only' depicted on the survey, indicating lack of jurisdictional
connection between the isolated wetland and the jurisdictional Wetland A. 2. LiDAR mapping which
shows no connection of the isolated Wetland C with Wetland A or Stream 1, and 3. Survey of the
wetlands which labels the connections as 'tie -line only', possibly indicating lack of clear channel in
field during the survey. In addition, during the pre -permitting conference, it was determined Wetland
D was likely connected, as such, jurisdictional. The determination is based on: 1. Wetlands were
present in the area of the 'Tie -Line Only' depicted on the survey, with no observed uplands between
Wetland A and Wetland D. 2. LiDAR mapping shows a potential connection of the two wetland
areas. Ins summary, the Potentially Jurisdictional Features include Streams 1 & 2, and Wetlands A &
D.

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:
SAW-2015-01990
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Wyatt Brown
Agency/Consultant Company: Brown's Environmental Group, Inc.
Other:
Sd. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
See Attached JD Packet
5d1. Jurisdictional determination upload
PCN_JD Exhibits 3.pdf 3.45MB
6. Future Project Plans
6a. Is this a phased project?*
r 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?
None
LD.Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
W Wetlands r Streams -tributaries W Buffers
r Open Waters F Pond Construction
2. Wetland Impacts
2a1 Reason (?)
2b. Impact type * M
2c. Type of W.
2d. W. name *
2e. Forested*
2f. Type of
2g. Impact
Jurisdicition*(?)
area*
Impact #1
Isolated/Exempt
P
Isolated Wetlands
Wetland C
Yes
DWR
0.094
(acres)
Im act #2
P
Stabilization
P
Headwater Forest
Wetland A
Yes
Both
0.105
(acres)
Im act #3
Road Construction
J
P
Headwater Forest
Wetland D ����C.rp.
0.106
(acres)
2g. Total Temporary Wetland Impact
2g. Total Permanent Wetland Impact
0.000
0.305
2g. Total Wetland Impact
0.305
2h. Comments:
Wetland C (Imapct #1) is Isolated and impact acreage is 0.0904 acres,
therefore the impacts to Wetland C are exempt. The Total Impact to
Jurisdictional Wetlands is 0.211 acres.
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
I— Other
6b. Impact Type
6c. Per or Temp
6d. Stream name 6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Sewer Corridor
P
Stream 1
No
760
409
6h. Total buffer impacts:

Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1 Zone 2
Total Permanent impacts: 760.00 409.00
Zone 1 Zone 2
Total combined buffer impacts: 760.00 409.00
61. Comments:
This buffer impact is a 10-ft vide sewer maintenance corridor. Because the permanent maintenance corridor is 10 it or less, this activity is exempt.
Supporting Documentation
Umstead Impact Map.pdf 2.53MB
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Prior to site design, the applicant requested a delineation of wetlands, streams, and riparian buffers, to avoid natural resource impacts where
practicable.
The subdivision was designed with two access roads, avoiding a permanent road crossing.
The sewer utility line was designed as an aerial crossing, avoiding open cut installation, and is located above the upper end of Wetland A, avoiding
wetland impacts within the maintenance corridor.
Wetland Impacts:
Wetland Impact #1 was determined to be an impact to isolated wetlands, and as such was removed from the total impact footage.
Wetland Impact #2 occurred through creation of Lot #23.
Wetland Impact #3 occurred through construction of Pullen Drive created access to 6 lots in the subdivision.
Stream Impacts:
There are no stream impacts associated with the Project.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Site work was conducted under Erosion & Sediment Control Plan, reviewed and approved by Johnston County Public Utilities.
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
2c. If yes, mitigation is required by (check all that apply):
r DWR W Corps
2d. If yes, which mitigation option(s) will be used for this project?
P Mitigation bank r Payment to in -lieu fee r Permittee Responsible
program Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
McClenny Acres II Mitigation Site
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Riparian wetland 0.42
Attach Receipt and/or letter
Umstead Subdivision - Wetland SOA 08-14-2020.pdf
3c. Comments
540.33KB
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

What type of SCM are you providing?
F Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
W Other SCM that removes minimum 30% nitrogen
W Proposed project will not create concentrated stormvrater flow through the buffer
Diffuse Flow Documentation
StormwaterManagementandS&ECPlanpdf. pdf
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
Comments:
G. Supplementary Information
1. Environmental Documentation
945.97KB
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)
U
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 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
2b Provide an explanation of the violation(s):
Impacts to wetlands have occurred without 404/401 Certification.
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.
There will be no anticipated changes to the final recorded subdivision plans, and no anticipated additional impacts requiring 404 permitting.
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 subdivision is connected to the Town of Clayton water and sewer utilities.
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?
USFWS IPaC
Consultation Documentation Upload
FWS_IPaC Report 080820.pdf 6.49MB
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?*
There are no essential fish habitats in Johnston County, NC.
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?*
NC SHPO
7c. Historic or Prehistoric Information Upload
SHPO Map_ 080820.pdf
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?*
Johnston County GIS Services
Miscellaneous
Comments
Stormwater and Erosion Control Approval Plans, Dec 2016.
Miscellaneous attachments not previously requested.
Umstead SW [Final] 12.12.16.pdf
Umstead_ESCApp roval_12.12.16. pdf
418.22KB
611.06KB
673.64KB
V
Signature U
*
® 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:
Wyatt Brown
Signature
Date
8/19/2020

HWILD
oiNGsOO
Wetland Mitigation Statement of Availability
August 14, 2020
Mr. Jay S. Johnson
JSJ Builders, Inc.
1135 Robeson St.
Fayetteville, NC 28305
RE: Availability of Riparian Wetland Credits for the "Umstead Subdivision" project
Bank Name: McClenny Acres II Mitigation Site
Bank Sponsor: Wildlands Holdings III, LLC
USACE Action ID No. SAW-2017-02527
Riparian Wetland Credits Needed: 0.42 acres
Riparian Wetland Credits Available: 7.57 acres
Neuse 03020201 River Basin
Dear Mr. Johnson,
Wildlands Holdings III, LLC has the above -mentioned Riparian Wetland Credits from the Falling Creek
Stream and Wetland Mitigation Bank: McClenny Acres II Mitigation Site to satisfy the mitigation
requirements related to the above -mentioned project. The project is located within the service area
(HUC 03020201) of the Bank.
Credits may be reserved for a period of 12 months upon the receipt of a non-refundable deposit of 10%
of the purchase price. Should credits not be reserved, they will be sold on a first come, first serve basis.
Credit prices will be guaranteed for a period of 6 months from the date of this letter and are then
subject to change.
An invoice for this transaction will be sent upon your request and we will reserve the credits and price
for a period of 30 days from invoice. This letter is a Statement of Availability as of the date provided — it
is not a reservation of credits nor a guarantee of price. Credits will be sold on a first come, first serve
basis.
Final transfer of credits will occur upon completion of the Mitigation Responsibility Transfer Form within
the completed 404 permit.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
[phone] x124 [e-mail] if you have any questions or need any additional
information.
Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

HWILD
oiNGsOO
Sincerely,
Ashley N. Yarsinske
Wildlands Engineering, Inc.
Marketing & Credit Sales
[e-mail]
0: [phone] ext. 124
M: [phone]
Cc: Mr. Wyatt Brown, LSS CPESC, Brown's Environmental Group, Inc.
Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

HWILD
oiNGsOO
Wetland Mitigation Statement of Availability
August 14, 2020
Mr. Jay S. Johnson
JSJ Builders, Inc.
1135 Robeson St.
Fayetteville, NC 28305
RE: Availability of Riparian Wetland Credits for the "Umstead Subdivision" project
Bank Name: McClenny Acres II Mitigation Site
Bank Sponsor: Wildlands Holdings III, LLC
USACE Action ID No. SAW-2017-02527
Riparian Wetland Credits Needed: 0.42 acres
Riparian Wetland Credits Available: 7.57 acres
Neuse 03020201 River Basin
Dear Mr. Johnson,
Wildlands Holdings III, LLC has the above -mentioned Riparian Wetland Credits from the Falling Creek
Stream and Wetland Mitigation Bank: McClenny Acres II Mitigation Site to satisfy the mitigation
requirements related to the above -mentioned project. The project is located within the service area
(HUC 03020201) of the Bank.
Credits may be reserved for a period of 12 months upon the receipt of a non-refundable deposit of 10%
of the purchase price. Should credits not be reserved, they will be sold on a first come, first serve basis.
Credit prices will be guaranteed for a period of 6 months from the date of this letter and are then
subject to change.
An invoice for this transaction will be sent upon your request and we will reserve the credits and price
for a period of 30 days from invoice. This letter is a Statement of Availability as of the date provided — it
is not a reservation of credits nor a guarantee of price. Credits will be sold on a first come, first serve
basis.
Final transfer of credits will occur upon completion of the Mitigation Responsibility Transfer Form within
the completed 404 permit.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
[phone] x124 [e-mail] if you have any questions or need any additional
information.
Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

HWILD
oiNGsOO
Sincerely,
Ashley N. Yarsinske
Wildlands Engineering, Inc.
Marketing & Credit Sales
[e-mail]
0: [phone] ext. 124
M: [phone]
Cc: Mr. Wyatt Brown, LSS CPESC, Brown's Environmental Group, Inc.
Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

BROWN'S
ENVIRONMENTAL GROUP, INC.
ACCESS AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
PARCEL ID:
STREET ADDRESS:
Name:
Representing:
164800-98-6507
(a
Lakenheath, Inc.
Umstead Subdivision, Amelia Church Rd, Clayton NC 27520
The undersigned, applicant and/or property owners of the above noted property, do hereby authorize access for
Wyatt Brown
Brown's Environmental Group, Inc.
242 Batten Farm Road
Selma, NC 27576
[phone]
[e-mail]
and Martin Richmond
Lakenheath, Inc.
2204 Lakenheath Court
Raleigh NC 27614
[phone]
[e-mail]
in petitioning local, state, and federal agencies (US Army Corps of Engineers, NC Dept of Environmental Quality,
local county/municipalities, etc.) to act on my behalf and take all actions necessary for the processing and issuance
of relevant environmental permitting applications or requests, including access to the property, project -related
meetings/discussions, and material submittals. This authorization shall continue in effect until completion of
contracted project tasks, or termination by the applicant and/or property owner.
Signature of Property Owner:
_Jose Luis as VP of Land Development of AMH Development, LLC the GP of AMH NC Development, LP
Name - Printed Digitallysigned by Jose Luis
Date: 2020.04.20 10:17:36
Jose Luis
04'00'
Signature
Mailing Address City
Telephone: eMail.-
4-20-2020
Date
ST Zip

3/13/20
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Mr. Chris Hopper
Re: Umstead S/D, Amelia Church Road, Clayton, Johnston County
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 Carps 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.
Also, Mr Wyatt Brown of Brown's Environmental Group, Inc or his subcontractors has my permission to
act as my agent on this property concerning wetlands and streams and stream buffers.

LEGEND
Project Boundary
Cr. OXWD,nD, RDA ! I
Figure USGS Topographic Map
3 Clayton Quadrangle
Source: TNM/USGS Mapping Services
Cox Woods/Umstead Subdivision
Amelia Church Road
Clayton, Johnston County, NC
04/12/20
M RR

LEGEND
■� Project Boundary
I
L
1
L
I
■
F
■
n
I
_I
■
I
.ox Woods/Umstead Subdivision
Amelia Church Road
Clayton, Johnston County, NC
04/12/20
MRR
Nv BR

I HEREBY CERTIFY THAT THIS RECORDED PLAT HAS BEEN FOUND
VS H CLAYTON TO COMPLY WITH THE SUBDIVISION ORDINANCE OF THE TOWN OF
�'1' 70 CLAYTON, NORTH CAROLINA, AND THAT THIS PLAT HAS BEEN
APPROVED FOR RECORDING IN THE REGISTER OF DEEDS OF
JOHNSTON COUNTY.
SITE
cry
RogO
WINSTON ROAD
VICINITY MAP
(NOT TO SCALE)
CERTIFICATE OF OWNERSHIP AND DEDICATION
H- 3 � a
u
&(AAWLDATE - _ O.
I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN
AND DESCRIBED HEREON AND THAT I HEREBY ADOPT THIS PLAN OF
SUBDIVISION WITH MY FREE CONSENT, ESTABLISH MINIMUM BUILDING
SETBACK LINES, AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS
AND OTHER SITES AND EASEMENTS TO PUBLIC AND PRIVATE AS NOTED.
FURTHERMORE I DEDICATE ALL ELECTRICAL SYSTEMS TO THE TOWN OF
CLAYTON AND ALL WATER AND SEWER LINES TO THE TOWN OF CLAYTON.
. -3-yg
DATE
ER
I HEREBY CERTIF*' THAT ALL STREETS, UTILITIES AND OTHER REQUIRED
IMPROVEMENTS HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER AND
COOK ING TT T W SPECIFICATIONS AND STANDARDS IN THE
ABOND IN
AMOUNTOF S �-d`' OOR CASH INSECURITY
AMOUNT OF S E 5
HAS BEEN POSTED WITH THE TOWN OF CLAYTON TO ASSURE THE
COMPLETION OF ALL REQUIRED IMPROVEMENTS IN THE CASE OF DEFAULT.
d, I cA
DATE TOWN MANAGER
PROPERTY SHOWN HEREON IS XXXX IS NOT
LOCATED IN A FEMA DESIGNATED FLOOD ZONE.
FEMA FLOOD HAZARD PANEL NO.3720164800 K
EFFECTIVE DATE: APRIL 30, 2014
THIS SURVEY:
CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF
A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE
THAT REGULATES PARCELS PF LAND.
1-3-19
DATE
SURVEYOR
SURVEYOR'S DISCLAIMER: NO ATTEMPT WAS MADE TO
LOCATE ANY CEMETERIES, WETLANDS, HAZARDOUS MATERIAL
SITES, UNDERGROUND UTILITIES OR ANY OTHER FEATURES
ABOVE OR BELOW GROUND OTH THAN OSE SHOWN.
1-3-19
DATE SURVEYOR
STATE OF NORTH CAROLINA, JOHNSTON COUNTY
I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BOOK 4914 , PAGE 84
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN
BOOK 4914 , PAGE 84 ; THAT THE RATIO OF
PRECISION AS CALCULATED IS 1: 10.000+ ; THAT THE
GLOBAL POSITIONING ACCURACY (GPS) OBSERVATIONS WERE
PERFORMED TO THE GEOSPATIAL POSITIONING ACCURACY
STANDARDS, PART 2: STANDARDS FOR GEODETIC NETWORKS
AT 1 CENTIMETER ACCURACY CLASSIFICATION (95% CONFIDENCE)
USING RTK NETWORK; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. THAT THIS
PLAT MEETS THE REQUIREMENT OF G.S. 47-30 SECTION
F-11 -A WITNESS MY ORIGINAL SIGNATURE AND SEAL
THIS 3RD DAY OF JANUARY A.D. 2019
% ..p `SijP pS
SURVEYOR
®kt"""iiia»W$»"t1 L - 3990
LICENSE NUMBER
LINE BEARING DISTANCE
L1 N86'25'24"E 47.01'
19 nIRR")r,' �d"� rn nn'
L3
N86'25'07"E
L4
S11'29'36"E
L5
N86'24'36"E
q48'
L6
NO3'35'24"W
-EjL7
NO3'35'24"W
L8
N61'27'48"W
34.20'
L9
N61'27'48"W
20.88'
L10
N85'57'03"W
52.78'
L11
N85'57'03"W
31.61'
L12
N69'32'15"W
3.14'
L13
N23'07'57"W
49.96'
L14
N65'13'35"W
42.82'
L15
N65'16'35W
63.84'
L16
N23'17'37"E
61.04'
L17
S03'35'24"E
50.18'
L18
NO3'35'24W
49.82'
L19
N14'01'21 "W
60.00'
L20
N01'41'34"E
76.13'
L21
N23'33'03"E
36.24'
L22
N05'52'06"E
18.53'
L23
S84'00'05"W
13.64'
L24
N26'25'00"W
14.12'
L25
N23'11'36"E
23.42'
L26
N66'39'28"W
5.15'
L27
N82'11'55"W
10.81'
L28
N31'31'09"W
4.17'
L29
N31'31'09"W
6.41'
L30
N52'36'11 "W
16.12'
L31
N09'00'09"W
19.48'
L32
N33'46'43"E
16.48'
L33
N09'57'32"W
19.30'
L34
N05'06'49"E
22.90'
L35
N20'46'01 "W
10.55'
L36
N00'45"I5"W
12.63'
L37
N09'59'04"E
4.83'
L38
N20'15'09"E
5.39'
L39
N20'15'09"E
9.50'
L40
N33'57'27"E
5.71'
L41
N26'45'46"W
7.40'
L42
NO3'21'36"W
25.05'
L43
N 13'05'45"W
14.60'
L44
N 18' 15' 18"W
9.60'
L45
N48'48'36"E
15.43'
L46
N 19'33'08"W
10.95'
L47
N6836'49"W
11.82'
L48
N38'48'58"W
19.73'
L49
NO3'52'27"W
21.90'
L50
S75'01'06"E
20.64'
L51
S56'40'18"E
13.03'
L52
N46'0010"E
12.36'
L53
I
N85'24'14"E
28.29'
L54
N42'41'32"E
7.81'
ZONING I UNIT TYPE
SINGLE FAMILY WITH
R-10 PUBLIC WATER AND
SEWER
LINE
BEARING
DISTANCE
L55
N27'47'50"W
14.39'
L56
N3O'31'24"E
14.43'
L57
S60'20' 11 "E
11.32'
L58
N43'28'51 "E
11.93'
L59
N 18' 12'07"E
13.92'
L60
N36' 19'55"E
11.98'
L61
S87'26'54"E
31.53'
L62
N44'29'32"E
20.47'
L63
N73'03'22"E
25.13'
L64
N43'23'22"E
15.67'
L65
N77'45'52"E
15.02'
L66
S65'37'08"E
8.95'
L67
S80'02'58"E
8.15'
L68
N46'25'23"E
8.27'
L69
N48'08'52"E
3.90'
L70
N16'03'50"E
7.07'
L71
N16'03'50"E
11.77'
L72
N52'35'06"E
13.94'
L73
N52'35'06"E
13.41'
L74
N83'02'02"E
11.19'
CURVE RAT11I IC I ARf` I Gnlr_Tu I nunon 1 mo,,-ml
C1
25.00'
6.18'
6.17'
S79'19'19"W
C2
25.00'
14.84'
14.62'
S55'13'38W
C3
50.00'
57.50'
54.38'
S71'09'50"W
C4
50.00'
45.13'
43.62'
N50'01'58"W
C5
50.00'
44.34'
42.90'
N01'13'57"E
C6
50.00'
50.22'
48.14'
N55'24'45"E
C7
50.00'
43.99'
42.59'
S70'36'24"E
C8
25.00'
21.03'
20.41'
S69'29'43"E
C9
25.00'
39.27'
35.36'
N41'24'36"E
C10
255.00'
59.98'
59.84'
NO3'08'54"E
C 11
255.00'
47.05'
46.98'
N 15' 1 O'20"E
C 12
255.00'
64.49'
64.32'
N27'42' 10"E
C13
255.00'
63.90'
63.73'
N42'07'36"E
C14
25.00'
39.27'
35.36'
N48'35'24"W
C15
205.00'
80.07'
79.56'
N07'35'56"E
C16
205.00'
29.81'
29.79'
S06'52'26"E
C17
205.00'
33.46'
33.43'
S15'42'59"E
C18
25.00'
18.85'
18.40'
S41'59'21 "E
C19
50.00'
36.67'
35.85'
S42'34'35"E
C20
50.00'
50.65'
48.51'
S07'27'03"W
C21
50,00'
50.22'
48.13'
S65'14'28"W
C22
50.00'
47.34'
45.60'
N58'51'36"W
C23
50.00'
56.10'
53.21'
N00'24'38"E
C24
25.00'
22.34'
21.61'
N06'57'11 "E
C25
255.00'
14.32'
14.32'
N17'02'24"W
C26
255.00'
12.00'
12.00'
Nl VO4'59"W
C27
255.00'
44.22'
44.17'
N07'46'00"W
C28
352.78'
110.60'
110.15'
N75'24'37"W
C29
352.78'
119.68'
119.11,
S85'53'22"W
C30
412.78'
30.00'
30.00'
N78'03'44"E
C31
25.00'
39.84'
35.76'
S66'19'49"W
C32
50.00'
40.31'
39.23'
N72'05'35"W
C33
50.00'
49.27'
47.30'
S56'34'56"W
C34
25.00'
40.43'
36.16'
S65'39'42"W
C35
255.00'
65.34'
65.17'
S26'40'38"W
636
255.00'
81.74'
81.39'
S43' 12'05"W
C37
255.00'
94.38'
93.85'
S62'59'16"W
C38
255.00'
57.05'
56.93'
S80'00'03'W
C39
205.00'
254.61'
238.56'
N54'22'08"E
C40
205.00'
78.85'
78.36'
S79'01'54"E
C41
25.00'
39.13'
35.26'
S23'10'28"E
C42
205.00'
157.64'
153.78'
S42' 17'54W
C43
205.00'
79.01'
78.52'
S75'22'08"W
C44
255.00'
63.74'
63.58'
N5628'00"E
C45
255.00'
59.56'
59.42'
N70' 19'07"E
C46
255.00'
80.33'
80.00'
N86'02'04"E
C47
255.00'
56.40'
56.28'
S78'36'17"E
C48
255.00'
18.94'
18.94'
S70'08'28"E
C49
255.00'
10.00'
10.00'
S36'04' 17"W
C50
255.00'
10.00,
10.00'
S33'49'26"W
C51
205.00'
10.06'
10.06'
S09'38'02"E
C52
205.00'
10.13'
10.13'
S12'27'20"E
LINE
BEARING
DISTANCE
L121
N86'24'36"E
42.86'
L122
N86'24'36"E
37.14'
L123
S68'00'47"E
32.29'
L124
N66'39'52"E
25.00'
7125
S68'19'50"E
20.18'
L126
S68' 19'50"E
20.18'
L127
S23'2Y0-8"E
18.48'
L128
S68'00'47"E
46.65'
L129
S68'00'47"E
59.07'
L130
N22'07'35"E
5.00'
L131
S68'00'47"E
11.98'
UMSTEAD SUBDIVISION STANDARDS
LOT STANDARDS
DENSITY
MIN. SITE MIN. MIN. LOT MIN. LOT MAX. LOT MAX (DWELLING
AREA PARCEL SIZE AREA WIDTH COVERAGE IMPERVIOUS UNITS/ FRONT
(ACRES) (SQ. FT.) (SQ. FT.) (SQ. FT.) (%) SURFACE ACRE)
(%)
- I - 1 10,000 1 70 1 35 1 50 1 4
OWNER: JSJ DEVELOPMENT CO.
1135 ROBESON ST
FAYETTEVILLE, N.C. 28305 LEGEND
FINAL PLAT
FOR
UMSTEAD
CLAYTON TOWNSHIP, JOHNSTON
NORTH CAROLINA
JANUARY 3, 2019
SHEET 1 OF 3
30
NOTES:
1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
DISTANCES
2) AREAS COMPUTED BY COORDINATE METHOD.
3) PROPERTY SUBJECT TO ALL EASEMENTS AND
RESTRICTIONS OF RECORD.
4) NO. 5 REBAR IRON STAKES WITH CAPS SET AT
ALL LOT CORNERS UNLESS OTHERWISE NOTED
5) ALL INTERIOR LOT LINES SHALL HAVE A 10' DRAINAGE
AND UTILITY EASEMENT, 5' EACH SIDE OF ALL LOT LINES
6) A 10' DRAINAGE AND UTILITY EASEMENT SHALL LIE
INSIDE OF ALL EXTERIOR BOUNDARY LINES
7) A 10' WIDE GRADING, SLOPE, DRAINAGE AND UTILITY
EASEMENT IS RESERVED ON THE LOT SIDE OF AND
ADJACENT TO ALL STREET RIGHTS -OF -WAY
8) NO HORIZONTAL CONTROL FOUND WITHIN 2000' OF
SURVEY
9) ZONING: R-10
10) PARENT TRACT DEED DB 4914 PG 84
11) NC PIN NO. 164800-98-6672, 165801-08-4742
12) PARCEL NO. 05GO2013, 05GO2040A
REFERENCES:
DB
4690
PG
309
DB
2747
PG 361
DB
4638
PG
123
DB
1963
PG 007
DB
2956
PG
584
DB
1086
PG
026
pB
28 PG
201
DB
DB
3527
2435
PG
PG
293
845
P6
37 PG
20
DB
4486
PG
717
PB
58 PG
203
DB 3262 PG 574
SITE DATA
AREA IN TRACT - 18.590 AC
TOTAL FLOOD AREA - 0 AC
NET USABLE LAND - 18.590 AC
MAX DENSITY - 4.0 DWELLINGS / ACRE
PROPOSED DENSITY - 2.12 DWELLINGS / ACRE
TOTAL NUMBER OF DWELLINGS PROPOSED: 41
AREA IN SIDEWALKS - 15396 SF
AREA IN PAVEMENT AND C&G - 63070 SF
LINEAR FEET IN STREETS - 2035 LF
WATER PROVIDER: TOWN OF CLAYTON
SEWER PROVIDER: TOWN OF CLAYTON
ELECTRICAL PROVIDER: TOWN OF CLAYTON
INSIDE CITY LIMITS: YES
THOROUGHFARE OVERLAY DISTRICT: YES
WATERSHED PROTECTION AREA: NO
HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR
MAINTENANCE OF DRAINAGE EASEMENTS
ACCESS TO STORM WATER PONDS TO BE PROVIDED TO
THE TOWN OF CLAYTON
SYSTEM DEVELOPMENT FEES AND NUTRIENT OFFSET FEES WILL
BE PAID AT TIME OF BUILD PERMIT FOR EACH LOT BASED ON
CURRENT RATES ADOPTED BY TOWN COUNCIL AT THAT TIME
PRIVATE DRAINAGE EASEMENT
IT IS THE RESPONSIBILITY OF THE UNDERLYING PROPERTY OWNER(S) TO MAINTAIN PRIVATE DRAINAGE
EASEMENTS, AND THE UNDERLYING INFRASTRUCTURE WITHIN THE EASEMENT, TO ALLOW POSITIVE
CONVEYANCE OF STORMWATER. THE EASEMENT PROHIBITS ANY CONSTRUCTION WHICH WILL OBSTRUCT OR
INTERFERE WITH THE NATURAL FLOW OF THE WATERCOURSE OR CONVEYANCE SYSTEM (PIPE, DITCH, SWALE ETC.).
ANY SUCH OBSTRUCTIONS WILL BE REMOVED, AT THE UNDERLYING PROPERTY OWNERS EXPENSE, AS
NECESSARY FOR MAINTENANCE AND ACCESS PURPOSES. THE EASEMENT GRANTS TOWN OF CLAYTON AND/OR
NCDOT, AS APPROPRIATE, THE RIGHT TO ACCESS THE DRAINAGE EASEMENT AND PERFORM WORK IT DEEMS
NECESSARY OR PRUDENT TO ALLEVIATE ANY ISSUES JEOPARDIZING THE INTEGRITY OF THE ROADWAY OR
OTHER UPSTREAM INFRASTRUCTURE.
I CERTIFY THAT THE TOWN OF CLAYTON, NC HAS APPROVED THIS
PLAT FOR RECORDING IN THE OFFICE OF THE JOHNSTON COUNTY
REGISTER OF DEEDS AND ACCEPTS THE DEDICATION OF STREETS,
EASEMENTS, RIGHT-OF-WAY, AND PUBLIC LANDS SHOWN THEREON,
BUT ASSUMES NO RESPONSIBILITY TO OPEN OR MAINTAIN THE SAME
UNTIL, IN THE OPINION OF THE CLAYTON TOWN COUNCIL, IT IS IN
MINIMUM SETBACKS
BUILDING STANDARDS
PLAT
SIDE
SIDE
MAX
MIN.
NO.
THE PUBLIC INTEREST TO DO SO.
INTERIOR
STREET
REAR
HEIGHT
DWELLING
OF LOTS
(FT.)
UNIT SIZE
BEING
i T
(SQ.FT)
PLATTED
DAT TOWN MMACER
10
20
25
35
1100
41
STATE OF NORTH CAROLINA, JOHNSTON COUNTY
O
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
❑
CMF
CONCRETE MONUMENT FOUND
o
PKNF
PARKER-KALON NAIL FOUND
•
PNKS
PARKER-KALON NAIL SET
RRS
RAILROAD SPIKE
O
CSF
COTTON SPIKE FOUND
•
CSS
COTTON SPIKE SET
CC
CONTROL CORNER
CI'
COMPUTED POINT
P/P
POWER POLE
OPW
OVERHEAD POWER LINE
RIGHT OF WAY
I I �IN
COR
U N
SQUA E FEET
1 I
AC
ACRE
DS
DEED BOOK
PB
PLAT BOOK
BOM
BOOK OF MAPS
PG
PAGE
LF
LINEAR FEET
15S
LOT HAS OFFSITE SEWER
15SL
OFFSITE SEWER LOT
15R
RECOMBINATION LOT
100
STREET ADDRESS
- -
- - - - -
LINES NOT SURVEYED
REVI OFFICER'S CERTIFICATE
REVIEW OFFICER OF JOHNSTON COUNTY
�i
CERTI Y THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS
AFFIXED MEETS ALL STATUTORY UIREMENTS FOR RECORDING.
DATE REVIEW OFFICER
SURVEYED BY:
TLS
DRAWN BY:
MIKE
CHECKED BY:
C. LANE - PLS
RECORDSHTI . DWG
SURVEY DATE:
11-15-18
JOB NO.
1900.003
THIS INSTRUMENT WAS PRESENTED FO REGISTRATION AND
RECORDING THIS Ohk, DAY OF at,%jk qLA
20 19 AT
CRAIG OLIVE BY
REGISTER OF DEEDS f�3i. REG. OF DEEDS
RECORDED IN PB PG IrAl
TRIM' LINE' SIIRvzFING, PC
205 WEST MAIN STREET
CLAYTON, N.C. 27520
TELEPHONE: [phone]
FAX: [phone]
www.truelinesurveying.com
C-1859

0
00
0
z
Of
0
z
0
Of
0
U
z
0
1
0
m
m
W
0
m
W
(H)
N/F
WYNSTON HOMEOWNERS
ASSOCIATION, INC.
DB 1963 PG 007
PN 05GO2009V
STATE OF NORTH CAROLINA, JOHNSTON COUNTY
THIS INSTRUMENT WA$ PRESENTED FOR_REGISTRATION AND
RECORDING THIS 3i Y OF Ns�
CRAIG OLIVE BY
REGISTER OF DEEDSREG. OF DEEDS
N86.25'07"E 116.77' N86'25'07"E N86'25'07"E 121.99' N86'25'07"E N86.25'07"E L106 CMF
o' 8879, s879' RECORDED IN PB�_PG
NC GRID COORDINATES
N 688960.1722
E 2150239.3121
so.o ss�•
N j o o ,986R2F' /
11 ��s 10 4 9 � 8 �� N/F
`L w w 7 ho ss�3 WYNSTON HOMEOWNERS
,� .7 6 2, ASSOCIATION, INC.
ALE 15858 SF 11885 SF 9926 SF 11931 SF , `� o g 00 ' ,R R F
��- 0.273 AC N 0.228 AC N 0.274 AC DB 1963 PG 007
0.364 AC .0 13952 SF IPF PN 05G02009V
0.320 AC
17013 SF ,�`� 5 ��
12 ^'Os C46 v 0.391 AC ^ °a
c47 N Nry
ss � 20' PUBLIC °$ CAr5 c48 '42 =ry 20757 SF ,wUTILITY ry ss
EASEMENT C'S68 6�• 08, 0.477 AC �� 8, 36'sr2,
4�y �24
c4o F 6014635 SF
O7ss cRF s6800• �, 0.336 AC�o
s6800,4
so.2 F CO F 702 2
9O 15455 SF r� 2
O 0 e o ,
° yo 15 N W 16 00, R/VF ss8. °o• 82 0.355 AC �� 00
77 SO,
F
0)
m 00 W ''� ?s9' Rj�,�, F �'23 ��2� �'2s s� ��� 14631 SF /
0 19008 SF 13400 SF ; �, 472
0.436 AC 0.308 AC `° m ,� (p�e�/c `'29 00 00 �j6 MAIL KIOSK 0.336 AC
N ,C)VARIAJ M
o � 17
m
(IVY?
V ^ , n , LE
WIDTH BPVi. ' \ 47 Nry
v 4� N8624'36"E N86'24 36 E L121 L122 N86'24 36"E 28 36 5' UTILITY 2 15045 SF �
r EASEMENT SAEMENT L INAGE\ L130 1 �� EASEMENT �/ J0-
79.36' 80.00a4.00' 14373 SF (T''P) ���_,, <,, 8 0.345 AC
OOr 0.330 AC c3 63 ` & FocF of 5680 00'\\ o
22 �, N 21 0 20 0 19 0 18 o w 1 �, IPF �'76 �IX
N U C� cNii w ci, w cNn W . (A v G� ,� IPF S68, �20-`\ /
Ln Ln 0° c3�
12598 SF 11321 SF o p.10000 SF o � 10000 SF c 10120 SF °�`� `moo
0.289 AC 0.260 AC 0.230 AC 0.230 AC 0.232 AC I� 12076 SF r3 N6 00 o IPF �N 68
a•
0 4 0
4 10'.70' v 132 112 92 72 ' 0 S6g 3g,7 , 0.277 AC �,� : /��' N� w 7s v 2v ^ MAIL KIOSK ADDRESS
17 Go, SIGHT a �® S .� 1 F / 0 48 ` o �. IS 68 GREGORY DRIVE
c TRIANGLE -�_-_ 64- 80.00' 80.00' C43 N`� G 33 74s89, mJ. �ry 2
TYP) L--
8 L5 S86.24'36"W S86'24'36"W S86.24'36"W L120 LL�N �� IPF
11943 SF �t
Q
rr �
Pv 0.274 AC r� �o
s693s / o0 o N/F
C1 S86'24'36"W S86.24'36"W S8624'36"W S86.24'36"W S8624'36"W r 5'I 32 �1 hF = �h' SHARON S. SMITH t�
73.88' 70.00' 70.00' 70.00' 89.79' CONTROL C38 _ 1> / o
16427 SF '34' �v DB 4755 PG 367 J
163 CORNER 147 127 109 83 CONTROLCORNER / IPF L� 1 j - 7 _ 0.377 AC PN 05GO2040 c?
10' CLASS "B"
31 / L112 IPF L�10 / BUFFER
26 27 0 28 (1)29 0 30 w 16763 SF / IPF ��r s• /
W W 0.385 AC.%� N 693247 ./ �ryo
N
ul
m 14009 t' 15207 14567 /''o JFF �ti°�° ,0 IPF
SF I'' SF m SF �,� G Ors •�� OWNER: JSJ DEVELOPMENT CO.
00 r y ��� 1135 ROBESON ST
0.322 N 0.349 0 0.334 N /�� �° `" N/F FAYETTEVILLE, N.C. 28305
AC � AC AC v / -c- ° ��o°� �, MARCUS DALE AARON
s� DB 5207 PG 845 FINAL PLAT
FOR
STATE OF NORTH CAROLINA JOHNSTON COUNTY 2 G PN 05GO2013B
CLASS "e"
BUFFER
I, CURK T. LANE DO HEREBY CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
L10
DESCRIPTION RECORDED IN BOOK 4914 PAGE 84 ,
CONTROL
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
CORNERIPF4
INDICATED AS DRAWN FROM INFORMATION FOUND IN
9 48
BOOK 4914 , PAGE 84 ; THAT THE RATIO OF
PRECISION AS CALCULATED IS 1: 10.000+ ; THAT THE
IPF
GLOBAL POSITIONING ACCURACY (GPS) OBSERVATIONS WERE
PERFORMED TO THE GEOSPATIAL POSITIONING ACCURACY
STANDARDS, PART 2: STANDARDS FOR GEODETIC NETWORKS
AT 1 CENTIMETER ACCURACY CLASSIFICATION (95% CONFIDENCE)
N/F
USING RTK NETWORK; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. THAT THIS
BAKER LIVING TRUST
PLAT MEETS THE REQUIREMENT OF G.S. 47-30 SECTION
DB 4486 PG 717
F-11 -A WITNESS MY ORIGINAL SIGNATURE AND SEAL
PN 05GO20131
THIS 3RD DAY OF JANUARY , A.D. 2019
SURVEYOR
/ N/F
/ SCOT M. CRON
DB 3262 PG 574 IPF
65 c32 IPFNOTE: L114-L115 PN 05GO204OF
It
IPF
IPF I((BENT)
ARE TIE LINES ONLY
UNOPENED
ROAD
COXWOODS ROAD 60' R/W (PUBLIC)
L - 3990
`3ay�m. LICENSE NUMBER
LEGEND
0
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
ci
CMF
CONCRETE MONUMENT FOUND
O
PKNF
PARKER-KALON NAIL FOUND
PNKS
RRS
PARKER-KALON NAIL SET
RAILROAD SPIKE
0
CSF
COTTON SPIKE FOUND
CSS
COTTON SPIKE SET
A
CC
CONTROL CORNER
CP
COMPUTED POINT
P/P
POWER POLE
OPW
OVERHEAD POWER LINE
R/W
RIGHT OF WAY
S.F.
SQUARE FEET
AC
ACRE
DB
DEED BOOK
PB
PLAT BOOK
BOM
BOOK OF MAPS
PG
PAGE
LF
LINEAR FEET
15S
LOT HAS OFFSITE SEWER
15SL
OFFSITE SEWER LOT
15R
RECOMBINATION LOT
100
STREET ADDRESS
-
- - - - - -
LINES NOT SURVEYED
UMSTEAD
CLAYTON TOWNSHIP, JOHNSTON COUNTY
NORTH CAROLINA
0 60 120 180 JAN UARY 3, 2019
SCALE: 1 60' SHEET 2 0 F 3

N/F
CENTRAL CAROLINA ', WYNSTON HOMEOWNERS N/F ►► ROBERT ►► N/F
REALTY, INC. ' WARREN JOHNSTON WYNSTON HOMEOWNERS
WINSTON ASSOCIATION, INC. ASSOTION, INC.
ROAD DB DB PG 018 i DB 1963 PG 007 BOURNE ; DB 3388 DB 1 CIACIA PG 007
Guy PN 05F01007G DB 2915 PG 851
Rpyo PN 05G020630 PG 797 ► ►
► PN ► PN 05GO2009V
MAIL KSITE i 3044 ADDRESIOSK 05G02063N %`05G02063M %
Q�
CMF N86'30'05"E 1 9.48' CMF '
L1 N86'25'24"E 166.02' L2 N86'25'24"E ► N86'24'11"E ► N86'25'07"E 203.82' L3 N86'25'07"E 126.62'
NC N 4Z }� TIE LINES ONLY I I 92.70' IPF 64.96' IPF 10,
z NC GRID COORDINATES J�� \ 20' PUBLIC oo
J N 688870.7325 / \ �(� A 35 Erla-ll
°° '' N 25480 SF UTILITY
``i E 2148807.1515 20' PVT. 4j 41 EASEMENT
z
Lu EASEMENT / �Ln
:3 DRAINAGE rnl O 0.585 AC %g7 �' �7o. 1 1
VICINITY MAP NOT TO SCALE --___CMF 1 <�� 17724 SF 0 � � �, ,vas-¢z>sr 22802' `96
50 RIPARIAN
( ) 0.407 AC 4 g * , N86'42 15 E se,?8¢�� �3 BUFFER `sr' 158581 SF
/ MAIL
N F I I KIOSK LA05 ^ m `�„ 289.33' `0.364 AC
JEREMY LOONEY IC I L104 � �'sas•42151f' zz3z�' 4- ���
DB 5233 PG 204 I <,l 1gg.14 03
I /a ,A > s74 56 25"w L703 u02 �, r Z 0 40 22350 SF ¢'� �' gas 12 �' •t' `�'
PN 05GO2048Z c) � � 0 5 3�- #Er�.avos
o
0
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N/F
Q
JEREMY LOONEY
z
0
DB 4638 PG 123 � 02
PN 05GO2013C
o
z
O
cP.
o
�
z
0
NOTE: C29-C30 AND L19
AREONLFOR TIE PURPOSES
0
IPF C30
IPF
0
�
r
ROAD to
DNOpNED
C
IPF
N/F
COX LIVING TRUST
DB 2956 PG 584
PN 05GO2040C
0 60 120 180
SCALE: 1 " = 60'
STATE OF NORTH CAROLINA, JOHNSTON COUNTY
THIS INSTRUMENT W S PRESENTED F R REGISTRATION AND . --"-
RECORDING THIS _ AY OF CL
20 \R AT :131k nM.
CRAIG OLIVE BY \��
REGISTER OF DEEDS ^k� REG. OF DEEDS
N/F
RECORDED IN PB PG tM-
COX LIVING TRUST
DB 2956 PG 584
PN 05GO2040D
STATE OF NORTH CAROLINA, JOHNSTON COUNTY
I, CURK T. LANE , DO HEREBY CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BOOK 4914 PAGE 84
ETC.); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN
BOOK 4914 PAGE 84 • THAT THE RATIO OF
PRECISION AS CALCULATED IS 1: 10.000+ ; THAT THE
GLOBAL POSITIONING ACCURACY (GPS) OBSERVATIONS WERE
PERFORMED TO THE GEOSPATIAL POSITIONING ACCURACY
OWNER: JSJ DEVELOPMENT CO.
STANDARDS, PART 2: STANDARDS FOR GEODETIC NETWORKS
1135 ROBESON ST
AT 1 CENTIMETER ACCURACY CLASSIFICATION (95% CONFIDENCE)
FAYETTEVILLE, N.C. 28305
USING RTK NETWORK; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE
IPF
�. � 13 AC
sue,
36 0 `� 's23260 SF
1 S8T36'49"E 90 0.534 AC
N 205.12' � ��.
I 17341 SF��-
I 0.398 AC ,� 39 C/L
I W CREE
21590 SF °46l
CREEK (/ � I ,w 16016 gip, Cc, 1 Vey �6 �69'14 0.496 AC Q\'
S6� 16 C2 g 19922 SF �L84 0 23 �0 0 G
0.457 AC
/7 k. 19932 SF �� ,�� 38 50' RIPARIAN �����t�z vvos 22718 SF
ti BUFFER 0.522 AC o 0
� L23 — 0.458 AC ; , � N83-
�' 27653 SF `�' `�' 10.44-W 148. �
0.635 AC �. 1 co �, os N89.48'2 ' _
C29 / / o ���� / �yL74 23 o m
C2 o q 22 o W o
8 �L65 s 6� 9 17376 SF j � N " tV
<6 �6 0
IPF L61 �6ti L6s �6 �67 N68.A�yw 0.399 AC � 12598 SF
v�6 N >>so9, 19� 0.289 AC
co
o O C�
G6 IO'x70'
vh� 0 24 174 O� SIGHT C1 132
<cS C/L --- O _J TRIANGLE
IA )LE r X
` CREEK C(9 -
c O 4s, LSs ��a 12525 SF °' L5
0.288 AC PULLEN DRIVE 50' R/W (PUBLIC) ?�
4v ESMT z
�• �' SS g� DRAINAGE
0� 20' pVT. AcS7T23'S5"W' G� C1 S86'24'36"W S86'24'36"HI rn
�^ l 122.p0O 73.88' 70.00'
6 . ^ CONTROL
B M P LOT ` 2 j9, R 163 CORNER 147
25
.10 '�' � ��' \ 58898 SF �� � N c3
0 ' _ �� 0 183
F�l�F p9" DRAINAGE �1.352 AC v�+ r� N
<Y _ — EASEMENT ��\ �12453 SF W 27 0 28 29
IPF \ / a,� VARIABLE WIDTH 0.286 AC •D` 0 26 C w o
f o PRIVATE ACCESS i r.� O v:
NC GRID COORDINATES � � �
N 688337.7548 15 AND DRAINAGE
E 2149061.9397 A — l �\ EASEMENT �, .'� / IPF �6 8885� \ 13257 SF m 14510 SF rn 14009
' IPF z,A -- —I 11 , ep:eoEFER 932•715 \ 0.304 AC 0.333 AC SF m
IPF \ \ -' i/C��'S 250 6A IPF b 0.322
A�
- .`'0' CLASS
' IPF ; N/F j L11 B SUFFER
N/F �` JOHN N. KATA ; f IPF i N8' S7 03, L10 IPF
JAMES G. WHERRY DB 3527 PG 293 , �"
CONTROL
DB 1086 PG 026 PN 05GO2017R ; ' CORNER 49
PN 05GO2013F ,a <8
N/F ' N/F
MELVIN A. SCOTT, JR. ; IPF
` BAKER LIVING TRUST
LEGEND DB 2435 PG 845 ; ®B 4486 PG 717
PN 05GO2017Q I PN 05GO20131
i o IPF IRON PIPE FOUND
WITH G.S. 47-30 AS AMENDED. THAT THIS FINAL PLAT "
PLAT MEETS THE REQUIREMENT OF G.S. 47-30 SECTION FOR
F-11 -A WITNESS MY ORIGINAL SIGNATURE AND SEAL
THIS 3RD DAY OF JANUARY A.D. 2019
UMSTEAD
o CLAYTON TOWNSHIP JOHNSTON COUNTY
R URVEYOR NORTH CAROLINA
JANUARY 3, 2019
•��Wa=�.L- 3990 SHEET 3 OF 3
LICENSE NUMBER
IPS
IRON PIPE SET
CMF
CONCRETE MONUMENT FOUND
o
PKNF
PARKER-KALON NAIL FOUND
SURVEYED BY:
PNK0
NAIL SET
RRSS
RAILROAD SPIKE
TLS
CSF
COTTON SPIKE FOUND
CSS
COTTON SPIKE SET
DRAWN BY:
0
CC
CONTROL CORNER
MIKE
CP
P/P
COMPUTED POINT
POWER POLE
OPW
OVERHEAD POWER LINE
CHECKED BY:
R/W
S.F.
RIGHT OF WAY
SQUARE FEET
C. LANE - PLS
AC
ACRE
DB
DEED BOOK
DRAWING NAME:
PB
BOM
PLAT BOOK
BOOK OF MAPS
RECORDSHT3.DWG
PG
PAGE
LF
LINEAR FEET
SURVEY DATE:
15S
LOT HAS OFFSITE SEWER
15SL
OFFSITE SEWER LOT
11-15-18
15R
RECOMBINATION LOT
100 1
STREET ADDRESS
JOB NO.
-------
LINES NOT SURVEYED
1900.003
TRIM' LINE' Sb7j'qVZFl.1V6. P. C.
205 WEST MAIN
STREET
CLAYTON, N.C.
27520
TELEPHONE: (919)
359-0427
FAX: [phone]
www.truelinesurveying.com
C-1859

I VICINITY MAP (NOT TO SCALE) I
RIPARIAN BLUFFER IMPACT
IONEI ZONE 2
?Go• �. 4�5 3r,
SCALE: 1" - QV
—1
CALL BEFORE YOU DIGI
NORTH GROLIMA LAW Aclw 69 Nonrrvlm "
THE Q.KAGWVIn FA O ER NO' LES-`.
FLAB TWO (2) eM NO YORE TKM TEK (10
WORIONG DAYS PMR TO E-GVADOM OR
"ADION
NOr11L Caren na One -Call
SOME WATER, SANITARY SEWER, ELECTRIC, TELEPHONE AND CABLE
SFRAGE5 COULD EXIST ALONG THE CONSTRUCTION ROUTE THAT
Cenoar, Inc.
MAY NOT BE $HORN ON THE PLANS. THE CONTRACTOR SHALL BE
.n'
..w wcc o�
RESMr,aONSISLEFFORRHOTIFYING THE PROPER VTIUTY IN ADVANCE TC
14 32 9
WETLANDIMPACTS
IMPACT AREA #
AREA (SOFT. / ACRE)
1
4.063 SF / 0.0937 AC.
2
4,59 SF / 0-1053 AG.
3
4,610 .1060
TOTAL
9.101 SF / 0.2103 A.C.
BUFFER, STREAM AND WETLAND IMPACT MAP
FOR
UMSTEAD SUBDIVISION
TOWN OF CLAYTON-JOHNSTON COUNTY, NC
Dalton Engineering
and Associates, P. A.
440 East Main Street (91 a) 550-4740
P.O. Box 426 Fax [phone]
Clayton, NC 27520
Jab: 15023 1 W.:2/14/20 Rovitian:
File: wsi ,w22.a.L I Drawn: W,1B Sheet: I OF 1

LEGEND
SEDIMENT BASIN
LIMIT OF DISTURBANCE
DIVERSION DITCH
CONSTRUCTION ENTRANCE
SEDIMENT FENCE W/ OUTLET
�-a---W
SEDIMENT FENCE
PIPE OUTLET PROTECTION APRON
ARC INLET PROTECTION
3
DROP INLET PROTECTION
p
CONSTRUCTION SEQUENCE
1. PRIOR TO THE START OF LAND DISTURBING ACTIVITIES, CONTACT CARLOS BAGLEY WITH
JOHNSTON COUNTY PUBLIC UTILITIES AT [phone].
2. INSTALL RAIN GAUGE AND PERMIT BOX ON SITE.
3. INSTALL THE CONSTRUCTION ENTRANCE PRIOR TO THE START OF CONSTRUCTION.
4. INSTALL SEDIMENT FENCE
5.CLEAR THE AREAS NECESSARY TO INSTALL SEDIMENT TRAPS AND THE TEMPORARY
DIVERSIONS.
6. TRAPS AND DIVERSIONS SHOULD BE SEEDED, MULCHED,
AND ANCHORED IMMEDIATELY UPON CONSTRUCTION.
7. STRIP AND STOCKPILE TOPSOIL. INSTALL SEDIMENT FENCE AROUND
THE LOWER HALF OF ALL STOCKPILED STRIPPINGS.
8. ROUGH GRADE THE ROADWAY AND INSTALL STORM DRAIN.
9. FINE GRADE AND PAVE THE STREET.
10. FERTILIZE, SEED, STRAW, AND TACK ROADSIDE SHOULDERS AND DITCHES.
11. INSTALL ROADSIDE DITCH LINING MATERIAL,
12. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST
WEEKLY AND AFTER EVERY RAINFALL EVENT DURING THE CONSTRUCTION PROCESS.
13. DEVELOPER SHALL CONTACT ENGINEER FOR THE REMOVAL OF THE SEDIMENT TRAPS.
NOTES
EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATES] PRIOR TO THE
COMMENCEMENT OF GRADING, EXCAVATION OR OTHER OPERATIONS THAT WILL DISTURB
THE NATURAL PROTECTION. THE EROSION CONTROL DETAILS SHOWN HEREIN ARE FOR
THE CONTRACTOR'S REFERENCE. THE DETERMINATION OF WHICH DETAIL IS APPLICABLE AS
THE WORK PROGRESSES SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE
ENGINEER.
ALL DITCHES, CHANNELS, ETC. SHALL BE STABILIZED ACCORDING TO THE GROUND
STABILIZATION SCHEDULE.
THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING OF
ADJACENT STREAMS OR OTHER WATER COURSES DUE TO THE CONSTRUCTION OF THIS
PROJECT.
THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD WORKING
STAVE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. ALL MEASURES SHALL
BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. PRIOR TO THE REMOVAL OF
ANY DEVICE, THE CONTRACTOR SHALL CONTACT LAND QUALITY FOR AN INSPECTION.
THE CONTRACTOR IS REFERRED TO THE DETAILED SPECIFICATIONS FOR A DESCRIPTION OF
ADDITIONAL EROSION CONTROL MEASURES TO BE APPLIED.
SILT FENCE AND/OR ALTERNATE TEMPORARY SEDIMENT AND : EROSION CONTROL MEASURES
SHALL BE INSTALLED BELOW DISTURBED AREAS AS NEEDED TO PREVENT SEDIMENT LOSS,
NC PIN # 165907-69-6977
DISTURBED AREA = 12.18 ACRES
THE SEDIMENTATION POLLUTION ACT WAS AMENDED IN 2006 TO REQUIRE PERSONS RESPONSIBLE
FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THEPROJECT TO
MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED
UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT-
http-,//portal.nedenr.org/web/ir/erosion
PLEASE CONTACT CARLOS BAGLEY WITH JOHNSTON COUNTY PUBLIC UTILITIES WITH
QUESTIONS AT (919) 209--8333
NOTE:
THE LOCATIONS OF THE SEDIMENT BASINS SHOWN ON THE PLANS ARE
APPROXIMATE AND CAN BE SLIGHTLY ADJUSTED TO BETTER FACILITATE
CONSTRUCTION OF OTHER STRUCTURES, CARE SHOULD BE TAKEN TO
PROVIDE TEMPORARY RUNOFF INTO THE BASINS UNTIL CONSTRUCTION IS
GROUND STABILIZATION
SITE AREA
STA131LIZ'ATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAMIiEXCEPTIONS
PERIMETER DIKES,
NONE
SWALES, DITCHES,
7 DAYS
AND SLOPES
HIGH QUALITY
HIGH QUALITY
WATER (HQW)
7 DAYS
WATER (HOW)
ZONES
ZONES
SLOPES STEEPER
IF SLOPES ARE 10' OR
THAN 3:1
7 DAYS
LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED.
SLOPES FLATTER
7 DAYS FOR SLOPES
THAN 3:1
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS
NONE
WITH SLOPES FLATTER
14 DAYS
(EXCEPT FOR
THAN 4:1
PERIMETERS AND
HQW ZONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING
AUTHORITY BASED ON WEATHER OR OTHER SITE SPECIFIC
CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE."
(SECTION 113(2)(b))
NOTE,
THE TOWN OF CLAYTON AND/OR JOHNSTON COUNTY
PUBLIC UTILITIES RESERVE THE RIGHT TO REQUIRE
ADDITIONAL EROSION CONTROL MEASURES SHOULD
THE PLAN OR IT'S IMPLEMENTATION PROVE TO BE
INADEQUATE.
COMPLETE AND SITE 1S STABILIZED. 50' RIPARIAN BUFFER
(NOTE: 50' MEASURED
FROM TOP OF BANK)
JOHNSTON COUNTY SEEDING SPECIFICATIONS
SHOULDERS, SIDE DITCHES, AND SLOPES
3:1 AND STEEEPER
DATE
TYPE
PLANTING RATE
(LBIACRE)
MARCH 1 - JUNE 1
SERICEA LESPEDEZA (SCARIFIED)
50
AND
MARCH i - APRIL 15
ADD TALL FESCUE
120
OR
MARCH 1 - JUNE 30
ADD WEEPING LOVE GRASS
10
OR
MARCH 1 - JUNE 30
ADD HULLED COMMON
25
BERMUDA GRASS
JUNE 1 - SEPT 1
***TALL FESCUE AND
120
***BROWNTOP OR GERMAN MILLET OR
35
***SORGHUM-SUDAN HYBRIDS
30
SEPT 1 - MARCH 1
SERICEA LESPEDEZA (UNHULLED/UNSCARIFIED)
70
AND TALL FESCUE
120
NOV 1 -- MARCH 1
ADD ABRUZZI RYE
25
SHOULDERS, SIDE DITCHES, AND SLOPES
FLATTER THAN 3:1
DATE
TYPE
PLANTING RATE
(LBI'ACRE)
AUGUST 1 - NOV 1
TALL FESCUE
300
NOV 1 - MARCH 1
Tom- FESCUE AND ABRUZZI RYE
300
MARCH 1 APRIL 15
TALL FESCUE
300
APRIL IS- JUNE 30
HULLED COMMON
25
BERMUDA GRASS
JULY 15 - AUG 15
***TALL FESCUE AND
120
***BROWNTOP OR GERMAN MILLET OR
35
***SORGHUM-SUDAN HYBRIDS
30
330.00
320.00
310.00
309.00
PROTECTE©
NUWA&L iJAY
POND #1 OUTLET
PROTECTION
4.5'Wx9'Lx 18"T
ACCESS AND DRAINAGEy
EASEMENT (SEE NOTE ON
SHEET 2 OF 13)
A-46
-PROPOSED GROUND
STA. 7+86.00
NATURAL
GROUND
T%C-321.78
INV. IN-309.9
SEDIN
ENT POND
EMERGENCY
WEIR 12'
INV. OUT-309
7�4
INVE
308.00'
LENGTH
311.00*
TOP
OF THE DAM
FILL
- -��
ROCK RIP
OUTLET
PROTECTIQ
APRON
LF-- 76"' RCA
.96X
ROCK
RIPRAP OUTLET
PROTECTION
AFRO
rn
a�i
can
N
an
uO°i
►�
t�
to
ri
U+UU U+!>U
PROFILE SCALE:
HORIZONTAL 1" = 5w
VERTICAL 1" =10'
1+00 1+50 2+00 2+50
DRY DETENTION POND PROFILE
NOTE:
OWNERSHIP AND MAINTENANCE FOR PERMANENT STORM WATER FACILITIES
TO BE IN ACCORDANCE WITH JOHNSTON COUNTY AND TOWN OF CLAYTON
REQUIREMENTS
3+00 3+50
a
NOTES:
CONSULT JOHNSTON COUNTY ENVIRONMENTAL AND STORMWATER MANAGER, THE
JOHNSTON COUNTY SOIL AND WATER CONSERVATION SERVICE, OR THE COOPERATIVE
EXTENSION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES
FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE
WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE. COMBINATIONS MAY
BE POSSIBLE, BUT MUST BE APPROVED BY THE ENVIRONMENTAL AND STORMWATER
MANAGER.
***TEMPORARY -- RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES IN
HEIGHT BEFORE MOWING TO KEEP FESCUE FROM BEING SHADED OUT.
FERTILIZE - APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 2,000
LB/ACRE GROUND AGRICULTURE LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH -- APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER
SUITABLE MULCH. ANCHOR STRAW 13Y TACKING WITH ASPHALT. APPLY ASPHALT AT
0.10 GALLONS PER SQUARE YARD (10 GAL / 10,000 SF).
MAINTENANCE -- IF GROWTH IS LESS THAN FULLY ADEQUATE, RE -FERTILIZE IN THE
SECOND YEAR, ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ACRE
10-10-10 FERTILIZER. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
COMPACTED
DIVERSION DITCH
NOT TO SCALE
INSTALLATION, MAINTENANCE, AND REMOVAL SCHEDULE FOR DIVERSION DITCH
INSTALL THE DIVERSION DrFCHES IMMEDIATELY FOLLOWING THE COMPLETION OF CLEARING WITHIN THE STREET R/W
INSPECT DIVERSION DITCHES AFTER EVERY RAINFALL DURING THE CONSTRUCTION OPERATION. IMMEDIATELY REMOVE
ANY OBSTRUCTIONS AND/OR SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CHECK OUTLETS
AND MAKE 71MELY REPAIRS AS NEEDED.
DIVERSION DITCHES ARE INSTALLED WHICH DURING THE ROUGH -GRADING PROCESS. DIVERSION DITCHES ARE
CONSIDERED TEMPORARY STRUCTURES.
PERMIT BOX
AND RAIN
GAUGE LOCATION
1"-100'
STANDARD METAL POSTS 2'-0" IN GROUND
GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
57 WASHED STONE PLACED
TO A HEIGHT OF 12"-18"
MINIMUM ABOVE TOP OF BOX
309.00 DROP INLET PROTECTION
NOT TO SCALE
STORMWATER MANAGEMENT
AND
SEDIMENT AND EROSION CONTROL PLAN
UMSTEAD SUBDIVISION
TOWN OF CLAYTON - JOHNSTON COUNTY, NC
PERMANENT SEEDING SPECIFICATIONS
SEEDING MIXTURE
SPECIES
TALL FESCUE
SERICEA LESPEDEZA
KOBE LESPEDEZA
PENSACOLA BAHIAGRASS
SEEDIbIra
1. FROM SEPT. 1 -- MAR. 1, USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40
LB/ACRE.
NURSE PLANTS
BETWEEN APR. 15 AND AUG. 15, ADD 10LB/ACRE GERMAN MILLET OR 15 LB/ACRE
SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE (GRAIN).
SLEUIbIrg DAM
BEST POSSIBLE
EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR, 30
FALL: SEPT. 1-SEPT, 30 SEPT. 1 - OCT, 31
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,00--5,000
LB/ACRE SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE
(GRAIN).
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT. APPLY ASPHALT AT 0.10
GALLONS PER SQUARE YARD (10 GAL/10,000 SF).
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR,
ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER.
MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE,
AND MULCH DAMAGED AREAS IMMEDIATELY.
TEMPORARY SEEDING SPECIFICATIONS
BETWEEN MAY 1 AND AUGUST 15, ADD 40 LB/ACRE GERMAN MILLET. PRIOR TO MAY 1
OR AFTER AUGUST 15, ADD 120 LB/ACRE RYE (GRAIN).
FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF
KOBE LESPEDEZAS OVER THE FALL SEEDED TALL FESCUE IS VERY EFFECTIVE. USE
UNHULLED BERMUDAGRASS SEED IN FALL.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO TESTS, OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURE LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT. APPLY ASPHALT AT 0.10 GALLONS
PER SQUARE YARD (10 GAL/10,000 SF).
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SEEDBED PREPARATION
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS IF PRESENT.
RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
APPLY LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL
CONTINUE TILLAGE UNTIL WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED, 4 TO 6 INCHES DEEP.
SEED ON A FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT
OR CULTIPACK AFTER SEEDING.
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
INSPECT ALL AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 609% DAMAGED, RE-
ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
PERMANENT COVER IS ESTABLISHED.
GROUND STABILIZATION
a) SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE
TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
1.) ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3:1
SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE, BUT IN ANY EVENT, WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
2.) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE, BUT IN ANY EVENT, WITHIN 14 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY.
b) CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR
EXEMPTIONS SHALL APPLY:
1.) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR
OTHER SITE -SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.
2.) ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT
WHEN THE SLOPE IS FLATTER THAN 4:1. SLOPES LESS THAN 50' SHALL APPLY GROUND COVER WITHIN
14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN 3:1, THE 7-DAY REQUIREMENT APPLYS.
3.) ANY SLOPE AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT.
4.) SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7-DAY GROUND COVER REQUIREMENT
EXCEPT WHEN THE SLOPE IS STEEPER THAN 2:1.
5.) ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL
STABILIZATION, MAY BE ALLOWED ON A CASE -BY -CASE BASIS.
6.) FOR PORTIONS OF THE PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION -DEFINED
"HIGH QUALITY WATER ZONE" (15A NCAC 04A.0105), STABILIZATION WITH GROUND COVER SHALL BE
ACHIEVED AS SOON AS PRACTICABLE, BUT IN ANY EVENT, ON ALL AREAS OF THE SITE WITHIN
7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACT.
7.) PORTIONS OF THE SITE THAT ARE LOWER IN ELEVATION THAN THE ADJACENT DISCHARGE LOCATIONS AND
ARE NOT EXPECTED TO DISCHARGE DURING CONSTRUCTION MAY BE EXEMPT FROM TEMPORARY GROUND
COVER REQUIREMENTS IF IDENTIFIED ON THE APPROVED E&SC PLAN OR ADDED BY THE PERMITTING AUTHORITY.
REVISION 003. ADDRESSED TOWN OF CLAYTON ENGINEERING DEPT. COMMENTS - 09/28/17
REVISION 002: ADDRESSED TOWN OF CLAYTON ENGINEERING DEPT. COMMENTS - 01/31/17
REVISION 001: ADDRESSED JOHNSTON COUNTY PUBLIC UTILITIES COMMENTS -- 11/17/16

DRAINAGE AREA
WEIR LENGTH
(ACRES)
(FT)
2
6.0
3
8.0
4
10.0
5
12.0
'DIMENSIONS SHOWN ARE MINIMUM
TOP ELEVATION OF STORMWATER 0.5•-1'
#57 WASHED ,`
,. STONE �.
EXISTING SLOPE
CLASS 1 RIP- FILTER FABRIC
RAP
ZDLM
V IES
EXISTING SLOPES NM
EIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED..
VARIES KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
WAR' KEYED RIP RAP
#57 WASHED STONE
f11i577NG S�
FRONT _v„�
SM SEQUENCE
CHECK DAM
NOT TO SCALE
INSTALLATION, MAINTENANCE, AND REMOVAL SCHEDULE FOR CHECK DAMS
INSTALL CHECK DAMS AT THE TIME THE ROUGH -GRADING OF THE ROADSIDE DITCHES HAS BEEN COMPLETED,
INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT,
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE
EDGES OF THE DAM. CORRECT ALL DAMAGES IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL
A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNEL..
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE
CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER
THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL
UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY:
NOTES:
USE NORTH AMERICAN GREEN S75 BN OR AN EQUIVALENT LINING
WHERE GRASS HAS BEEN SPECIFIED AS CHANNEL LINING.
100' MINIMUM
n
n.
Z
2"-3" DIA.i
COARSE AGGREGATE
6" MIN. DEPTH
CONSTRUCTION ENTRANCE
NOT TO SCALE
INSTALLATION, MAINTENANCE, AND REMOVAL SCHEDULE FOR CONSTRUCTION ENTRANCE
INSTALL THE CONSTRUCTION ENTRANCE BEFORE CLEARING/STRIPPING BEGINS ON THE SITE.
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. IMMEDIATELY REMOVE ALL OBJECTIONABLE
MATERIALS SPILLED, WASHED. OR TRACKED ONTO PUBLIC ROADWAYS.
REMOVE THE CONSTRUCTION ENTRANCE AT THE TIME THE SUBDIVISION STREET IS BEING PREPARED FOR
FINE --GRADING AND THE RECEIVING OF A.B.C. STONE.
ENTRANCE
LIMIT OFF
DISTRUBANCE
PROPOSED ROAD
SEDIMENT FENCE w/
STABILIZED OUTLET (TYP)
TYPICAL LOT CLEARING PLAN
NOT TO SCALE
----- _ 1O'x1O' SQUARE WASHOUT----�-�
1. LINE PIT WITH IMPERVIOUS FABRIC OR POLYETHYLENE SHEET. ANCHOR FABRIC INTO GROUND OUTSIDE
PIT AS SHOWN.
2. MAXIMUM WATER AND SEDIMENT DEPTH IS 12". PIT MUST BE EXCAVATED AND RE -LINED WHEN THE
DEPTH OF SEDIMENT REACHES 12" OR COMBINED WATER/SEDIMENT DEPTH EXCEEDS 12" FOLLOWING
WASHOUT OF A CONCRETE TRUCK.
3. ALLOW WATER TO EVAPORATE COMPLETELY PRIOR TO EXCAVATING THE PIT.
4. WASHOUT PIT MAY BE LOCATED NO CLOSER THAN 50' TO DRAINS, INLETS, OR SURFACE WATERS.
CONCRETE WASHOUT PIT
NOT TO SCALE
CALL BEFORE YOU DIG1
NORTH CAROLINA UAW REQUIRES NOTIFICATION OF
THE UNDERGROUND FACILITY OWNER NOT LESS
THAN TWO (2) BUT NO MORE THAN TEN (10)
WORKING DAYS PRIOR TO EXCAVATION OR
DEMOLITION
North Carolina One -Call
Center, Inc.
www.ncoco.org
1-800-632-490
TEMP. DETENTION 21 v
RP IMARY OUTLET
ENCY
AY
OUTLET TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
PLAN VIEW
TYPICAL DRY DETENTION POND DETAIL
NTS
DRY DETENTION MINIMUM REQUIREMENTS
BASIN
VOLr TOp
BOTTOM
TOP
m MARY
EMERGENCY
WEIR LENGTH
ELEV.
ELEV.DIAMETER
WEIR ELEV.
REQ'D. (IN,)
1
46,272
308.0
312.0
15"
311.0
12'
INFLOW
AVERAGE T AREA*
WIDTH W L
* AREA OF BSIN WATER SURFACE AT
TOP OF PRINCIPAL SPILLWAY ELEVATION
INFLOW -i
BAFFLES
PLAN VIEW
RAF'F'I FC V FREEBOARD
DEWATERING
DEVICE
EMERGENCY SPILLLWAY
LINED WITH C350 OR EQUAL
MIN. INVERT ELEVATION OF
EMERGENCY SPILLWAY
SPILLLWAY
Trap
DI-4mrbed
i3Ai (A ) Area (Ac.)
Area (Aq) G Intensity
D000n Volume SrrrfAoe Aro Size iaat)
CFS _ Req.1C.F.). Req. (S F.) I} W
L
AaWo Actual )tcsi. S1ti1r1nlar
Surfaces Brea (C.F j Size (in:)
V4lelr
Length eft)
1
4,82 4,28
0.54 0:48 7,5
17.27 7,70:4 7,510 ii 5 S2
124
'/,6ft 26AS 3
12'
INSTALLATION, MAINTENANCE. AND REMOVAL SCHEDULE. FOR SKIMMER SEDIMENT BASIN
INSTALL THE SEDIMENT BASINS AS THE CLEARING/STRIPPING COMMENCES ON THE SITE.
INSPECT TEMPORARY SEDIMENT BASINS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL
DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ON -HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THE SEDIMENT
UNDERNEATH IT CAN BE EXCAVATED. REMOVE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES
NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. IF SKIMMER, ARM OR
BARREL BECOME CLOGGED PERFORM THE NECESSARY ACTIONS TO RESTORE FLOW.
AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA
TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY,
DECOMMISSIONING THE SEDIMENT BASIN
1. CONTACT THE ENGINEER FOR DETERMINATION IF A SEDIMENT BASIN CAN BE REMOVED.
2. IF THE SEDIMENT BASIN HAS WATER IN IT, IT MUST BE PUMPED OUT FROM THE WATER SURFACE
INTO A SEDIMENT FILTER BAG. (SEE DETAIL)
3. MIX ANY EXCESS SEDIMENT WITH TOPSOIL, SPREAD, AND STABILIZE.
4. FILL THE SEDIMENT BASIN.
5. AFTER FINAL GRADING, STABILIZED AREA WITH LIME, FERTILIZER, SEED AND STRAW.
SOME WATER, SANITARY SEWER, ELECTRIC, TELEPHONE AND CABLE
SERVICES COULD EXIST ALONG THE CONSTRUCTION ROUTE THAT
MAY NOT BE SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR NOTIFYING THE PROPER UTILITY IN ADVANCE TO
LOCATE THESE SERVICES.
-------------------
DROP INLET PROTECTION
NOT TO SCALE
"""'^""" "°TAL POSTS 2'-0" IN GROUND
ALVANIZED HARDWARE WIRE
(TENDS TO TOP OF BOX
# 57 WASHED STONE PLACED
TO A HEIGHT OF 12"-18"
MINIMUM ABOVE TOP OF BOX
STEEL FENCE PC
WIRE. FENCE
HARDWARE CLOTH
FILTER OF 1 " E
WASHED STONE
3' FILTER FABRIC
ON GROUND
BURY WIRE FENCE AND HARDWARE CLOTH BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
4' MIN. � SILT FENCE
STEEL
POST
WIRE
FENCE
STEEL
POST
WIRE
FENCE
NOT TO SCALE
PLASTIC OR
WIRE TIES
24"
FILTER
FABRIC
NATURAL
GROUND
l L TRENCH
AND C
AND COMPACT
THOROUGHLY
.,,,.--FILTER FABRIC
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
NATURAL
GROUND
tIP� A
''��x•-4'''.,� ' MIN
INSTALLATION MAINTENANCE AND REMOVAL SCHEDULE FOR SEDIMENT FENCE
INSTALL SEDIMENT FENCE IMMEDIATELY FOLLOWING THE COMPLETION OF CLEARING ON THE LOT.
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY,
SHOULD THE FABRIC OF THE SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
LAND QUALITY MUST BE CONTACTED FOR AN INSPECTK3N PRIOR TO REMOVING ANY TEMPORARY DEVICES.
AFTER LAND QUALITY INSPECTION AND APPROVAL. REMOVE ALL. FENCING MATERIALS AND UNSTABLE SEDIMENTS
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
PIPE OUTLET TO
® WELL-DEFINED
CHANNEL
NO OVERFALL.
SECTION A -A `-FILTER FABRIC PLAN
OR FILTER BLANKET
APRON MIN.
PIPE Q D50 LA 3D0 W DMAX THICKNESS STONE THICKNESS
DIA. (CFS) (INCHES) (FT.) (FT.) (Fr.) (INCHES) (CALC.) CLASS (REOD_1
SYSTEM A
36"e
42.00
8"
18'
9'
9
12"
18.0"
B
18.0"
SYSTEM B
18"e
3.05
8"
9'
4.5'
4.5'
12"
18.0"
B
16.0"
POND
18"0
8.5
8"
9'
4-V
4.5'
12"
18.0"
B
18.0"
OUTLET PROTECTION
NOT TO SCALE
INSTALLATION, MAINTENANCE, AND REMOVAL .SCHEDULE FOR PIPE OUTLET PROTECTION
INSTALL THE PIPE OUTLET PROTECTION APRON IMMEDIATELY FOLLOWING THE INSTALLATION OF THE ROADWAY CULVERT
INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP
HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT
FURTHER DAMAGE.
PIPE OUTLET PROTECTION APRONS ARE CONSIDERED PERMANENT STRUCTURES AND SHALL REMAIN FOLLOWING THE
COMPLETION OF CONSTRUCTION.
STAKE TO
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
CROSS-SECTION OF A POROUS BAFFLE IN A SEDIMENT TRAP
NOT TO SCALE
12" MIN. OF NCDOT
OR #57 WASHED ST
------- - - --
3600 CU FT1AC
1
5. 1.5' MIN.
MIN.
• r�lf• r.r�1w►0`7f •�•y � �
INLET ZONE
25% OF SURFACE AREA
;(O� FIRST CHAMBER
25% OF SURFACE AREA
SECOND CHAMBER
25% OF SURFACE AREA
OUTLET ZONE
.1ti 25% OF SURFACE AREA
BAFFLE
(TYPICAL)
S�
SEDIMENT TRAP (TYP)
NOT TO SCALE
SEDIMENT TRAP MINIMUM REQUIREMENTS
CLASS I
RIPRAP EMERGENCY
SPILLWAY
Dl errtred I7nlrlrprove
Area :(Ac. Ats�r jAc,j C _
aesigu VOI(AMO ce Area 8€xs (fed
D W L
�nEnsiilY CfSR®q. IF936
Actual
Surface Alma
Ac#1s3 Val. FriI lllme
m
(C F.J. Srae 09.)
Weil
Length �)
2
0.69 0.40 0.29 0,42
T:5 2,16 720 3.5 22
44
9i 8
3,388 NIA
4'
INSTALLATION MAINTENANCE AND REMOVAL SCHEDULE FOR SEDIMENT TRAPS
INSTALL THE SEDIMENT TRAPS BEFORE CLEARING/STRIPPING COMMENCES ON THE SITE.
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF
THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA
AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 Fr
BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP
RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE
AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
STORMWATER MANAGEMENT
AND
SEDIMENT AND EROSION CONTROL PLAN
UMSTEAD SUBDIVISION -
TOWN OF CLAYTON-JONNSTON COUNTY, NC
COMMENTS - 01/31/17

NCHPO HPOWEB
f jp
JT0821 Gower -Johnson gay
House 2012 {$
G %p
C
y -;Urtlgc�r
r
g�5902 Penny -Atkinson
g� Farm (Gone) 1983
la'110 1
JT0903 Ra"somPenny
Farm 1982
i#
13
�T1705 Umstead Farm
fhb P
cr MEN"
SO Naniteo{
Project Site
=F
000
a
8/8/2020, 9:55:25 AM 1:36,112
0 0.25 0.5 1 mi
Local districts & boundaries Local Landmark, Gone Surveyed Only individual resources & centerpoints
Local individual resources & centerpoints Local HD Center Point Surveyed Only 0 0.4 0.8 1.6 km
Local Landmark Surveyed in NRHD Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan,
North Carolina State Historic Preservation Office
Town of Cary, Johnston County, State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, NGA USGS

6'I'd
4 le"i"dy
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
December 12, 2016
Umstead Partners, LLC_
Attn: Nathan Evans
PO BOX 189
Clayton, NC 27528
Re: Umstead Subdivision
Stormwater Management Statement and Plan
Dear Mr. Evans:
We have reviewed the Stormwater Management Plan and calculations submitted for the proposed
Umstead subdivision. Based upon the information submitted, the stormwater management plan
has been approved with the following stipulations:
1. Please provide a copy of the recorded restrictive covenants and a note on the Final Plat
limiting the impervious area on each lot to 5,000 sq. ft. The impervious area limit is
based on 42 lots.
2. Please provide a copy of the recorded restrictive covenants noting who will be
responsible for maintenance of all drainage facilities located outside of the proposed
NCDOT right of way.
3. Please indicate all drainage easements, riparian buffers, jurisdictional wetlands, and flood
hazard areas on the Final Plat.
4. A stormwater certification by the engineer of record will be required at the completion of
the project. A letter of credit or bond certified by the engineer of record must be
submitted for any outstanding work prior to the Final Plat.
5. The Inspection and Maintenance Agreement must be recorded in the Johnston County
Register of Deeds Office for each BMP constructed. Inspection records shall be provided
to the Johnston County Public Utilities Department on an annual basis. Please provide a
copy of the recorded operation and maintenance agreement for the stormwater BMP.
Printed on recycled paper co

Please be reminded that no land disturbing activities may begin on this site until all other
necessary approvals are obtained. A copy of this letter will be forwarded to the Planning
Office for their files. If you have any questions or need additional information, please contact me
at [phone] or by email at carlos.bagley(Li�iohnstonnc.com.
Sincerely,
Carlos Bagley, PE,
Environmental Manager
Cc: Berry Gray — Johnston County Planning Department via email
Jerry T. Dalton, PE — Dalton Engineering & Associates, PA via email

6""td" le"Wly�
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
December 12, 2016
LETTER OF APPROVAL
limstead Partners, LLC.
tittn: Nathan Evans
PO Box 189
Clayton, NC 27528
RE: Project Name: Umstead Subdivision
Project ID: JC# 16-090-C'
Disturbed Acres Approved: 12.18
Stream Classification: White Oak Creek, (NSW)
Submitted By: Dalton Engineering & Associates, PA
Submittal Date: September 13, 2016
Dear Mr. Evans:
Johnston County has reviewed the referenced erosion and sedimentation control plan, finds the plan
E eceptable, and hereby issues this Letter of Approval. This plan approval shall expire three (3) years
following the date of approval, if no -disturbing activity has been undertaken as required by Title 15A
T,,CAC 4-13 .0129.
I'lease be aware that your project will be covered by the enclosed NPDES Construction Stormwater
General Permit NCGO10000. You are required to comply with all the requirements and conditions of this
-hermit.
The enclosed Certificate of Approval must be posted at the job site. Title 15A NCAC 4B .0118(a)
requires that a copy of the approved erosion control plan be on file at the job site. Also, the letter gives
Vie notice required by G.S. 113A - 61.1 (a) of our right of periodic inspection to insure compliance with
the approved plan.
North Carolina's Sedimentation Pollution Control Act is performance oriented, requiring protection of
c xisting natural resources and adjoining properties. If, following the commencement of this project, it is
c.etermined that the erosion and sedimentation control plan is inadequate to meet the requirements of the
,;edimentation Pollution Control Act of 1973 (North Carolina General Stature I I3A-51 through 66), this
office may require revisions to the plan and implementation of the revisions to insure compliance with the
I wt.
iweeptance and approval of this plan is condition upon your compliance with Federal, State, and Local
Avater quality laws, regulations, and rules. This approval does not supersede any other permit or approval.
Printed on recycled paper oA

Letter of Approval
Umstead Subdivision
JC# 16-090-C
12/12/16
Please note that this approval is based in part on the accuracy of the information provided in the Financial
Responsibility Form, which you provided. You are requested to file an amended form if there is any
change in the information included on the form. You are required to notify this office of the proposed
starting date for this project. In addition, please notify us if you plan to have a preconstruction
conference.
Sincerely,
O�F�-�
Carlos S. Bagley, PE
Environmental Manager
Cc: Jerry T. Dalton, PE — Dalton Engineering & Associates, PA

8/8/2020 IPaC: Explore Location
IPaC
IPaC resource list
U.S. Fish & Wildlife Service
This report is an automatically generated list of species and other resources such as critical habitat (collectively referred to as
trust resources) under the U.S. Fish and Wildlife Service's (USFWS)jurisdiction that are known or expected to be on or near
the project area referenced below. The list may also include trust resources that occur outside of the project area, but that
could potentially be directly or indirectly affected by activities in the project area. However, determining the likelihood and
extent of effects a project may have on trust resources typically requires gathering additional site -specific (e.g.,
vegetation/species surveys) and project -specific (e.g., magnitude and timing of proposed activities) information.
Below is a summary of the project information you provided and contact information for the USFWS office(s) with jurisdiction
in the defined project area. Please read the introduction to each section that follows (Endangered Species, Migratory Birds,
USFWS Facilities, and NWI Wetlands) for additional information applicable to the trust resources addressed in that section.
Location
Johnston County, North Carolina
I'd
�Fti�GInC` C)O
� s a'I
https://ecos.fws.gov/ipac/location/AJYZX4YKBNACPHLOETPY7KQKDI/resources 1 /10

8/8/2020
IPaC: Explore Location
Local office
Raleigh Ecological Services Field Office
t. [phone]
JEJ [phone]
MAILING ADDRESS
Post Office Box 33726
Raleigh, NC 27636-3726
PHYSICAL ADDRESS
551 Pylon Drive, Suite F
Raleigh, NC 27606-1487
SUA(D
https://ecos.fws.gov/i pac/location/AJYZX4YKBNACPH LO ETPY7KQKD I/resou rces
. GV
2110

8/8/2020 IPaC: Explore Location
\14 _1MW
Endangered species
This resource list is for informational purposes only and does not constitute an analysis of project level impacts.
The primary information used to generate this list is the known or expected range of each species. Additional areas of
influence (AOI) for species are also considered. An AOI includes areas outside of the species range if the species could be
indirectly affected by activities in that area (e.g., placing a dam upstream of a fish population, even if that fish does not occur
at the dam site, may indirectly impact the species by reducing or eliminating water flow downstream). Because species can
move, and site conditions can change, the species on this list are not guaranteed to be found on or near the project area. To
fully determine any potential effects to species, additional site -specific and project -specific information is often required.
Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary information whether any
species which is listed or proposed to be listed may be present in the area of such proposed action" for any project that is
conducted, permitted, funded, or licensed by any Federal agency. A letter from the local office and a species list which fulfills
this requirement can only be obtained by requesting an official species list from either the Regulatory Review section in IPaC
(see directions below) or from the local field office directly.
For project evaluations that require USFWS concurrence/review, please return to the IPaC website and request an official
species list by doing the following:
1. Draw the project location and click CONTINUE.
2. Click DEFINE PROJECT.
3. Log in (if directed to do so).
4. Provide a name and description for your project.
5. Click REQUEST SPECIES LIST. �_k,
Listed speciesL and their critical habitats are managed by the Ecological Services Program of the U.S. Fish and Wildlife Service
(USFWS) and the fisheries division of the National Oceanic and Atmospheric Administration (NOAA Fisheries).
Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this list. Please contact NOAA
Fisheries for species under their jurisdiction.
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1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows species that are
candidates, or proposed, for listing. See the listing status page for more information.
2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and
Atmospheric Administration within the Department of Commerce.
The following species are potentially affected by activities in this location:
Birds
NAME
Red -cockaded Woodpecker Picoides borealis
No critical habitat has been designated for this species
https://ecos.fws.gov/ecp/species/7614
Amphibians
NAME
Neuse River Waterdog Necturus lewisi
There is proposed critical habitat for this species. Your location is outside the critical
habitat.
https://ecos.fws.gov/ecptspecies/677216
k 03
Fishes
NAME
Carolina Madtom Noturus furiosus 0
There is proposed critical habitat for this species. Your location is outside the critical
habitat. 0
https://ecos.fws.gov/ecpL es/528
Clam
NAME
STATUS
Endangered
STATUS
Proposed Threatened
W
STATUS
Proposed Endangered
STATUS
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Atlantic Pigtoe Fusconaia masoni
There is proposed critical habitat for this species. Your location is outside the critical
habitat.
https://ecos.fws.gov/ecp/species/5164
Dwarf Wedgemussel Alasmidonta heterodon
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/784
Yellow Lance Elliptio lanceolate
There is proposed critical habitat for this species. Your location is outside the critical
habitat.
https://ecos.fws.gov/ecp/species/4511
Critical habitats
Proposed Threatened
Endangered
Threatened
Potential effects to critical habitat(s) in this location must be analyzed along with the endangered species themselves.
THERE ARE NO CRITICAL HABITATS AT THIS LOCATION.
Migratory birds
Certain birds are protected under the Migratory Bird Treaty Acts and the Bald and Golden Eagle Protection Acts.
Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their
habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described
below. `
4-e V
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
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Additional information can be found using the following links:
• Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/
birds-of-conservation-concern.php
• Measures for avoiding and minimizing impacts to birds http://www.fws.gov/birds/management/project-assessment-tools-
and-guidance/
conservation-measures.php
• Nationwide conservation measures for birds
http://www.fws.gov/migratorybirds/pdf/management/nationwidestandardconservationmeasures.pdf
MIGRATORY BIRD INFORMATION IS NOT AVAILABLE AT THIS TIME
Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds. 40\
Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round.
Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be
breeding in the area, identifying the locations of any active nests and avoiding their destruction is a very helpful impact minimization measure.
To see when birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional
measures and/or permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species
present on your project site. 100%—", %Or
What does IPaC use to generate the migratory birds potentially occurring in my specified location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC) and other species that may warrant special
attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based
on a growing collection of survey., banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are a
BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds
that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the AKN Phenology Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specified location?
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The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network (AKN).
This data is derived from a growing collection of survey,, banding, and citizen science datasets .
Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the
probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding, wintering, migrating or present year-round in my project area?
To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may refer to
the following resources: The Cornell Lab of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of interest
there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your migratory bird species list has a breeding season associated with
it, if that bird does occur in your project area, there may be nests present at some point within the timeframe specified. If "Breeds elsewhere" is
indicated, then the bird likely does not breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern: lop
1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range anywhere within the USA
(including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands);
2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and
3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements
(for eagles) or (for non -eagles) potential susceptibilities in offshore areas from certain types of development or activities (e.g. offshore
energy development or longline fishing). I
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to avoid and minimize impacts to
the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your
project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also offers data and information about other taxa
besides birds that may be helpful to you in your project review. Alternately, you may download the bird model results files underlying the portal
maps through the NOAA NCCOS Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the
Atlantic Outer Continental Shelf project webpage.
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Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying
on survey data may not include this information. For additional information on marine bird tracking data, see the Diving Bird Study and the
nanotag studies or contact Caleb Spiegel or Pam Loring.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts
occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how
your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ "What does IPaC use to
generate the migratory birds potentially occurring in my specified location". Please be aware this report provides the "probability of presence"
of birds within the 10 km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a red horizontal bar). A high
survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list is
not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be
there, and if they might be breeding (which means nests might be present). The list helps you know what to look for to confirm presence, and
helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell me about conservation measures I can
implement to avoid or minimize impacts to migratory birds" at the bottom of your migratory bird trust resources page.
Facilities GO
National Wildlife Refuge lands
Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a 'Compatibility
Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns.
THERE ARE NO REFUGE LANDS AT THIS LOCATION.
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Fish hatcheries
THERE ARE NO FISH HATCHERIES AT THIS LOCATION.
Wetlands in the National Wetlands Inventory
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act,
or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers Distric
3
WETLAND INFORMATION IS NOT AVAILABLE AT THIS TIME AL 401(
This can happen when the National Wetlands Inventory (NWI) map service is unavailable, or for very large projects that
intersect many wetland areas. Try again, or visit the NWI map to view wetlands at this location. r Ab
Data limitations 9 X \V
The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information on the location, type and
size of these resources. The maps are prepared from the analysis of high altitude imagery. Wetlands are identified based on vegetation, visible
hydrology and geography. A margin of error is inherent in the use of imagery; thus, detailed on -the -ground inspection of any particular site may
result in revision of the wetland boundaries or classification established through image analysis.
The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts, the amount and quality of
the collateral data and the amount of ground truth verification work conducted. Metadata should be consulted to determine the date of the
source imagery used and any mapping problems.
Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be occasional differences in
polygon boundaries or classifications between the information depicted on the map and the actual conditions on site.
Data exclusions 0< 1(
Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery as the primary data
source used to detect wetlands. These habitats include seagrasses or submerged aquatic vegetation that are found in the intertidal and subtidal
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zones of estuaries and nearshore coastal waters. Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded
from the inventory. These habitats, because of their depth, go undetected by aerial imagery.
Data precautions
Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a different manner than that
used in this inventory. There is no attempt, in either the design or products of this inventory, to define the limits of proprietary jurisdiction of
any Federal, state, or local government or to establish the geographical scope of the regulatory programs of government agencies. Persons
intending to engage in activities involving modifications within or adjacent to wetland areas should seek the advice of appropriate federal, state,
or local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may affect such activities.
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