20200921 Ver 2_ePCN Application_20220712

Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
OO Yes
O No
Is this project a public transportation project?*
OYes 0No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
5/10/2022
BIMS # Assigned* Version#*
20200921 2
Is a payment required for this project?*
O No payment required
O Fee received
O Fee needed - send electronic notification
Select Project Reviewer*
Chad Turlington:eads\ccturlington
Information for Initial Review
Reviewing Office*
Fayetteville Regional Office - [phone]
la. Name of project:
Prince Place Subdivision - Phase 2
la. Who is the Primary Contact?*
Luke Baker
lb. Primary Contact Email:*
lc. Primary Contact Phone:*
([e-mail] [phone]
Date Submitted
7/12/2022
Nearest Body of Water
Hector Creek
Basin
Cape Fear
Water Classification
WS-IV; HQW
Site Coordinates
Latitude:
35.498282
A. Processing Information
Longitude:
-78.872177
County (or Counties) where the project is located:
Harnett
Is this a NCDMS Project
0Yes ONo
Is this project a public transportation project?*
0Yes ONo

la. Type(s) of approval sought from the Corps:
EI Section 404 Permit (wetlands, streams and waters, Clean Water Act)
❑ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
O Yes
O No
Please provide the date of the previous submission.*
5/9/2022
1b. What type(s) of permit(s) do you wish to seek authorization?
U Nationwide Permit (NWP)
O Regional General Permit (RGP)
O Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
O Yes 0 No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
Id. Type(s) of approval sought from the DWR:
OO 401 Water Quality Certification - Regular
O Non-404 Jurisdictional General Permit
O Individual 401 Water Quality Certification
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:
If. Is this an after -the -fact permit application?*
O Yes OO No
0 401 Water Quality Certification - Express
0 Riparian Buffer Authorization
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
OYes ONo
lh. Is the project located in any of NC's twenty coastal counties?
O Yes O No
1j. Is the project located in a designated trout watershed?
0 Yes :•: No
B. Applicant Information
OO Yes 0 No
OO Yes 0 No
ld. Who is applying for the permit?
0 Owner ✓ Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
OYes 0No
2. Owner Information
2a. Name(s) on recorded deed:
Kipling Properties, LLC
2b. Deed book and page no.:
B3965-P440
2c. Contact Person:
R. Hugh Surles

2d. Address
Street Address
126 Brandon Drive
Address Line 2
City
Lillington
Postal / Zip Code
27543
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Luke Baker
3b. Business Name:
Draper Aden Associates
3c. Address
Street Address
114 Edinburgh South Drive
Address Line 2
Suite 200
City
Cary
Postal / Zip Code
27511
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Luke Baker
4b. Business Name:
Draper Aden Associates
State / Province / Region
North Carolina
Country
United States
2f. Fax Number:
State / Province / Region
North Carolina
Country
United States
3e. Fax Number:
4c. Address
Street Address
114 Edinburgh South Drive
Address Line 2
Suite 200
City State / Province / Region
Cary North Carolina
Postal / Zip Code Country
27511 United States
4d. Telephone Number: 4e. Fax Number:
[phone]
4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
1. Project Information
lb. Subdivision name:
Of appropriate)
Prince Place
lc. Nearest municipality / town:
Hector's Creek Township
2. Project Identification

2a. Property Identification Number:
0506330104 & 050633003204
2b. Property size:
37.78
2c. Project Address
Street Address
Christian Light Road
Address Line 2
City State / Province / Region
Fuquay-Varina North Carolina
Postal / Zip Code Country
27526 United States
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Hector Creek
3b. Water Resources Classification of nearest receiving water: *
WS-IV; HQW
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300040502
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
Subject property appears to be undisturbed and wooded along northern hald, and historically utilized for agriculture to the south. Historical photos to 1993 appears to show similar use.
Surrounding areas consist of historical farmland and single residential properties. A small residential subdivision was constructed to the north of the subject property, with construction
completed in August of 2021.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
O Yes 0 No 0 Unknown
If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
SAW-2020-0921
4f. List the total estimated acreage of all existing wetlands on the property:
13.47
4g. List the total estimated linear feet of all existing streams on the property:
5126
4h. Explain the purpose of the proposed project:*
This project will construct a small residential subdivision. Homes anticipated to be single-family.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Overall project consists of site grading and construction for a small residential subdivision. Site work will include the use of trackhoes, dozers, dump trucks, and other construction related
equipment.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
O Yes
O No 0 Unknown
Comments:
No changes to deliniation performed by Morgan Gillbert of Timmons Group, per meial from Emily
Greer, dated August 26, 2019.
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
0 Preliminary 0 Approved 0 Not Verified 0 Unknown O N/A
Corps AID Number:
SAW-2019-01338
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
Morgan Gillbert
Timmons Group

6a. Is this a phased project?*
O Yes O 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?
N/A
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
O✓ Wetlands 1.k] Streams -tributaries
O Open Waters O Pond Construction
2. Wetland Impacts
0 Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
1
Wetland Fill
P
Floodplain Pool
J
Yes
Corps
0.028
(acres)
1
Wetland Fill
P
Floodplain Pool
M
Yes
Corps
0.011
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.039
2i. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.039
3a. Reason for impact (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(7)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Culvert Extension
Permanent
Culvert
Site 2
Perennial
DWR
5
Average (feet)
22
(linear feet)
S2
Dewatering
Temporary
Excavation
Site 2
Perennial
DWR
5
Average (feet)
22
(linear feet)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
22
31. Total stream and ditch impacts:
44
3j. Comments:
E. Impact Justification and Mitigation
31. Total temporary stream impacts:
22
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
In order to minimize impacts, construction has been limited to the minimum required crossing to allow for two lanes of traffic to the proposed
development. The proposed culvert will be installed at the location of an existing culvert and minimally lengthened to allow for two lanes of traffic. The
proposed culvert will be increased in size from the existing culvert and the elevation lowered approxiamtely 12 inches to allow for navigable passage.
Headwalls are proposed for the replacement culvert to prevent later erosion and washout that may later impact the wetlands. Silt fence will be install
upgradient of the wetlands to prevent any illicit discharge prior to and throughout construction. Dewatering will be minimuzed to the area required to
install the replacement culvert.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The contractor will be required to install ESC and dewatering prior to any major land disturbance in the area of the impact. ESC shall remain in place and
be maintained throughout the life of the project. Contractor will be prevented from impacting any wetlands outside of the area of the proposed crossing.
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?
O Yes O No
2c. If yes, mitigation is required by (check all that apply):
OO DWR .O Corps
2d. If yes, which mitigation option(s) will be used for this project?
0 Mitigation bank 0 Payment to in -lieu fee program Permittee Responsible Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
• Yes No
4b. Stream mitigation requested:
(linear feet)
44
4c. If using stream mitigation, what is the stream temperature:
warm
4d. Buffer mitigation requested (DWR only): 4e. Riparian wetland mitigation requested:
(square feet)
(acres)
4f. Non -riparian wetland mitigation requested:
(acres) 4g. Coastal (tidal) wetland mitigation requested:
.039
4h. Comments
(acres)
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more information.
Yes • No
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?
Yes • No
If no, explain why:
The project site is not located within any NC riparian buffers.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
0 Yes ® No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
OYes 0No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
Yes • No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes • No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes • No

3b. If you answered "no," provide a short narrative description.
No known expansions or additional developments are anticipated or expected from this development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
0 Yes 0 No 0 N/A
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?*
Yes J No
5b. Have you checked with the USFWS conceming Endangered Species Act impacts?*
Yes •' No
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
0 Yes 0 No
• No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
0 Yes • No
5g. Does this project involve bridge maintenance or removal?
0 Yes • No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
0Yes ®No
51. 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.?
0 Yes 0 No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
FWS Criticale Habitat for Threatened & Endangered Species GIS Map
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes • No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
NOAA Fisheries Essential Fish Habitat Mapper
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?*
Yes • No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC Historic Preservation Office
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes • No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Firmette
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Revised 22 0712 Prince Place Phase 2 - ePCN Submission Package.pdf 18.04MB
File must be PDF or KMZ
Comments
Signature
By checking the box and signing below, I certify that:

• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the 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:
Luke Asheland Baker
Signature
Date
7/12/2022

Prince Place Subdivision
Phase 2
ePCN Submission Package
Christian Light Road, Fuquay-Varina, NC
DAA PN: 19080321-020302
Revised July 12, 2022
Draper Aden Associates
Engineering • Surveying • Environmental Services

TABLE OF CONTENTS
FILAcceptance Letter...........................................................................................................................:
1
PrefileNotification Email.....................................................................................................................:
1
ImpactMap.........................................................................................................................................:
1
Construction Drawings.........................................................................................................................:
1-9
USACE Jurisdiction Concurrence Email — August, 26, 2019.................................................................:
1-4
NC DWQ Stream Identification Form — Site 1 and 2............................................................................:
1-2
Critical Habitat for Threatened & Endangered Species Exhibit...........................................................:
1
Historic Cultural Resources Exhibit......................................................................................................:
1
FEMAFirmette.....................................................................................................................................:
1
NRCSSoil Report.................................................................................................................................:
1-20
Deed Book 3965 Page 440...................................................................................................................:
1-2
AgentAuthorization.............................................................................................................................:
1
Prince Place Subdivision — Phase 2 May 2022
DAA PN: 19080321-020302 TOC - 1/13

Section 1
Mitigation Acceptance Letter
Prince Place Subdivision — Phase 2 May 2022
DAA PN: 19080321-020302

-xSTATFq�' ,
ROY COOPER '1
Governor .i' 5,'
ELIZABETH S.BISERn,R
Secretory �4awrt'�d1.
MARC RECKTENWALD NORTH CAROLINA
Director Environmental Quality
July 11, 2022
Hugh Surles
Kipling Properties, LLC
126 Brandon Drive
Lillington, NC 27543 Expiration of Acceptance: 1/11/2023
Project: Prince Place Subdivision - Phase 2 County: Harnett
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in-
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s)an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in-lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location Impact Type Impact Quantity
(8-digit HUC)
Cape Fear 03030004 Riparian Wetland 0.039
Cape Fear 03030004 Warm Stream 44
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In-Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 02B .0295 as applicable. Thank you for your interest in the DMS in-lieu fee mitigation program.
If you have any questions or need additional information, please contact [e-mail].
Sincerely,� J
Ati/
FOR James. B Stanfill
Asset Management Supervisor
cc: Luke Baker, agent
North Carolina Department of Environmental Quality I Division of Mitigation Services
��`` 217 West Jones Street 11652 Mail Service Center I Raleigh,North Carolina 27699-1652
De'Ja M1nic n c1 Ear I O N..131 Dual 919.707.8976

Section 2
Prefile Notification Email
Prince Place Subdivision — Phase 2 Revised July 2022
DAA PN: 19080321-010302

Luke Baker
From: 401 PreFile <401 [e-mail]>
Sent: Tuesday, May 10, 2022 5:58 PM
To: Luke Baker
Subject: Automatic reply: [External] Prefile meeting request - Prince Place Subdivision Phase 2
Attention: Email sent from outside DAA.
This email confirms receipt of your pre -filing meeting request. Please retain this email for your records and
submit this documentation as part of your 401 application (PCN Application) as required by federal law. DWR
will not be able to accept your application without this federally required documentation. 401 applications
received without documentation that a pre -filing meeting request was submitted at least 30 days prior will be
returned as incomplete.
Responses to this email are not monitored.
Background
On April 6, 2022, the United States Supreme Court issued an order staying a lower court's vacatur of the
Trump Administration's 2020 "Clean Water Act Section 401 Certification Rule" ("Federal Rule"). As a result of
the United States Supreme Court order, the Trump Administration's Federal Rule has sprung back into effect.
The Trump Administration's Federal Rule imposes additional procedural requirements on applicants for 401
Certifications and on DWR's processing of those applications. One requirement is that 401 applicants must
request a pre -filing meeting request at least 30 days prior to submitting their 401 application. [40 C.F.R.
§121.4] In turn, the Federal Rule requires that applicants include documentation of their pre -filing meeting
request in their 401 Certification application. [40 C.F.R §121.1; 40 C.F.R. §121.5]. Please refer to the
for more information.
Per 40 CFR §121 and §121.5, a 401 Certification application that does not include the required pre -filing
meeting request documentation does not constitute a "certification request." As a result of the reinstatement
of the Trump Administration's Federal Rule, all 401 applications received after April 6, 2022 that do not have
documentation that a pre -filing meeting request was submitted at least 30 days prior to submittal of a 401
Certification application will be returned as incomplete.
If you need to contact 401/Buffer Permitting Staff, please use the following link(s) to access of staff contact
list(s).
For Non -Transportation Central Staff:
https://deg.nc.gov/about/divisions/water-resources/water-quality-permitting/401-buffer-permitting/401-
buffer-permitting-contacts
For Non -Transportation Regional
Staff: https://edocs.deg.nc.gov/WaterResources/DocView.aspx?dbid=0&id=2162034&cr=1
For all Transportation Projects Including NCDOT Projects:

https://deg.nc.gov/about/divisions/water-resources/water-resou rces-permits/transportation-
permitting/staff-contacts

Section 3
Construction Drawings
Prince Place Subdivision — Phase 2 Revised July 2022
DAA PN: 19080321-010302

1234 SF P E R M A N E f`\�T
WETLANDS IMPACTS
V ww \ ww w 2 ...... �m ww r
v \ /
t�
22 LF OF STREAM IMPACTS I I \;/ \ o
43 LF OF PROPOSED CULVERT
AND 21 LF OF EXISTING ---
CULVERT TO BE REMOVED
M „8 -
\ M„8 M„8 iJt AMA
w r/w r/w \ r/w \
r w r/ 471 SF PE- �ENT
i WETLANDS IMPACTS
III \ \ \ \ \\ \
a Draper Aden Associates DESIGNED: APM KIPLING PROPERTIES IMPACT MAP SCALE: 1 = 10' FIGURE
1 Engineering . Surveying • Environmental Services DRAWN : APM
14 Edinburgh South Drive, Suite 200 Richmond, VA Hampton Roads, VA CHECKED: APM
Cary, C Fayettevle, NC
919-873- 060 F x�919-873-1074 7511 Blacksburg, VA NorthernllVirginia DATE: 2.17.22 HARNETT COUNT, NORTH CAROLINA PROJECT: 20190321-02
NC Firm License # F-1429 Charlottesville, VA Virginia Beach, VA

PRINCE PLACE SUBDIVISION - PHASE 2
1. DEVELOPMENT INFORMATION:
a. PROJECT:
b. DEVELOPER:
c. ENGINEER OF RECORD:
d. PROJECT ENGINEER:
e. SURVEYOR:
f. OWNER:
PIN(s):
DEEDS (DB/PG) :
4�1111111=19L'rIFG1
PROJECT INFORMATION
PRINCE PLACE SUBDIVISION PHASE 2
KIPLING PROPERTIES, LLC
8625 MT. PLEASANT CHURCH RD.
WILLOW SPRINGS, NC 27592
919-722-7065
[e-mail]
C. TYRUS CLAYTON JR., PE
ANDREW P MERICLE, PE
DRAPER ADEN ASSOCIATES
114 EDINBURGH SOUTH DR., SUITE 200
CARY, NC 27511
919-827-0876
[e-mail]
MAULDIN-WATKINS SURVEYING, P.A.
1301 W. BROAD ST.
FUQUAY-VARINA, NC 27526
919-552-9326
[e-mail]
KIPLING PROPERTIES, LLC
8625 MT. PLEASANT CHURCH RD.
WILLOW SPRINGS, NC 27592
919-722-7065
0633-75-4503.000, 0633-75-0033.000
3965:0440
a.
TOTAL TRACT(s): 29.66 AC (PER SURVEY)
b.
TOWNSHIP:
HECTOR'S CREEK
c.
ZONING:
RA-30
d.
MIN LOT SIZE WITH PUBLIC WATER:
25,000 SF
e.
SETBACKS:SEE DETAIL, SHEET C5.0
e.
REQUIRED RIGHT OF WAY:
10OFT MIN TYPICAL;
f.
OPEN SPACE REQUIRED:
0% (LOW DENSITY)
g.
LAND USE:AGRI (WITHIN 1 MILE OF VOLUNTARY AGRICULTURAL
DISTRICT)
h.
PARCEL IS LOCATED WITHIN FEMA FIRM PANEL 3720062200J
i.
PARCEL IS ZONE X AND NOT WITHIN A FLOODPLAIN.
j.
PARCEL IS LOCATED IN A WS-IV/HQW WATERSHED.
3. PROJECT DATA
a.
TOTAL LOTS FOR PHASE 2:
22
b.
OPEN SPACE PROVIDED:
23.5% (6.97 AC)
c.
TOTAL DISTURBED ACREAGE
22.69 AC
d.
ROAD LENGTHS:
CASTE POND WAY:
1,635 LF
NOBLE HEART:
898 LF
e.
WATER SYSTEM REQUIREMENTS:
8" SDR-21 PVC WATER MAIN:
3,327 LF
6" DUCTILE IRON WATER MAIN:
28 LF
2" SDR-21 PVC WATER MAIN:
288 LF
FIRE HYDRANTS:
2
4. IMPERVIOUS
AREA DATA:
a.
TOTAL PARCEL ACREAGE:
29.66 AC
b.
SURFACE WATER AREA:
0 AC
c.
AVAILABLE BUILT -UPON AREA:
29.66 AC
d.
IMPERVIOUS AREA DEED RESTRICTIONS:
4,400 SF PER LOT
a.
PROPOSED IMPERVIOUS:
40FT MIN ON CUL-DE-SACS
ROADS: 57,162 SF (1.31 AC)
LOTS (22x4400 SF/LOT): 96,800 SF (2.22 AC)
MAIL KIOSKS: 162 SF
TOTAL: 154,124 SF (3.54 AC) - 11.93%
5. PARCEL IS LOCATED WITHIN THE HECTORS CREEK TOWNSHIP.
6. THE TOTAL IMPERVIOUS AREA FOR THIS DEVELOPMENT WILL BE LIMITED TO 12% OF THE TOTAL PARCEL ACREAGE, AND WILL QUALIFY AS A
LOW -DENSITY STORMWATER DEVELOPMENT.
7. BOUNDARY SHOWN PROVIDED BY OTHERS AND HAS NOT BEEN RECORDED. FINAL BOUNDARY SURVEY WILL BE PROVIDED BY MAULDIN-WATKINS
SURVEYING, P.A. AND RECORDED AS PART OF THE FINAL PLAT.
8. ALL LOTS TO BE SERVED BY HARNETT COUNTY PUBLIC WATER SYSTEM (HARNETT REGIONAL WATER) AND BY PRIVATE SEPTIC SYSTEMS.
9. A PRELIMINARY ASSESSMENT OF SEPTIC SOILS INFORMATION WAS CONDUCTED BY ALEX A. ADAMS, LICENSED SOIL SCIENTIST OF ADAMS SOIL
CONSULTING.
10. ALL DRAINAGE EASEMENTS ARE TO BE PERMANENT AND PUBLIC. MAINTENANCE OF SAID DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY
OF THE PROPERTY OWNERS THAT BORDER ALL SUCH EASEMENTS. DRAINAGE EASEMENTS ARE SUBJECT TO CHANGE UPON FIELD LOCATION,
NATURAL DETERRENTS, APPROVAL OF THE E&S CONTROL PLAN, ISSUANCE OF THE STATE STORMWATER PERMIT, AND PER THE REQUEST OF ANY
OTHER APPLICABLE GOVERNING AGENCY.
11. ALL WATER LINES SHALL BE DESIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER DURING THE PERMITTING AND CONSTRUCTION
PHASE.
12. WATERLINES, STREETS, FIRE HYDRANTS, AND STREET LIGHTS SHALL BE INSTALLED TO MEET THE REQUIREMENTS OF HARNETT COUNTY
(HARNETT REGIONAL WATER), NCDOT, AND NCDEQ.
13. WETLANDS ARE KNOWN TO BE PRESENT WITHIN THE PROPOSED DEVELOPMENT. THE ARMY CORPS OF ENGINEERS HAVE CONCURRED WITH THE
DELINEATION AND HAVE DETERMINED THE WETLANDS (AND STREAM) TO BE NON -JURISDICTIONAL.
14. NO CONSTRUCTION SHALL BE STARTED UNTIL PROPER APPROVALS HAVE BEEN OBTAINED FROM HARNETT COUNTY (HARNETT REGIONAL WATER),
NCDOT, AND NCDEQ.
15. ALL CONSTRUCTION AND MATERIALS SHALL BE IN COMPLIANCE WITH HARNETT COUNTY AND NCDOT STANDARDS.
16. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES, ABOVE AND BELOW GRADE, PRIOR TO CONSTRUCTION.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO EXISTING UTILITIES RESULTING FROM HIS ACTIVITIES. THE CONTRACTOR
SHALL CALL NC ONE CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.
7.
H ECTOR'S CREEK TOWNSHIP,
HARNETT COUNTY, NORTH CAROLINA
sp-v�
SITE
PHA
►,,d
PERMIT SUBMISSION
DOCUMENTS
DRAPER ADEN ASSOCIATES REVIEW
THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY:
NAME: ANDREW P MERICLE, PE 4.11.22
PROJECT DESIGNER SIGNATURE DATE
NAME: ANDREW P MERICLE, PE 4.11.22
PROJECT MANAGER SIGNATURE DATE
NAME: C. TYRUS CLAYTON, JR., PE 4.11.22
QUALITY REVIEWER SIGNATURE DATE
Sheet List Table
Sheet Number
Sheet Title
C1.0
COVER
C2.0
GENERAL NOTES
C2.1
HARNETT COUNTY NOTES
C2.2
EROSION CONTROL & NCG01 COMPLIANCE NOTES
C3.0
EXISTING CONDITIONS
C4.0
EROSION CONTROL PLAN
C5.0
SITE LAYOUT
UTILITY PROFILES
GG. 1-
UTILITY PROFILES
G6 2
UTILITY PROFILES
UTILITY PROFILES
C7.0
ROADWAY AND SITE DETAILS
C7.1
UTILITY DETAILS
C7.2
EROSION CONTROL DETAILS
C7.3
EROSION CONTROL DETAILS
N�RTNCAROLINI�► �
811
Know what's below.
Al" 044d4,e.One-Call Center Call before you dig.
AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENT
SHOWN ON THIS SITE PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE HARNETT
COUNTY ORDINANCES
DATE
OWNER SIGNATURE
W
U)
T�
n
I
Z
z
O
J
O
UIt
J
a
U
\_
rr
MC)
W
z
�
z
V)
0
LU
ULU
LU
Q
z
=
^J
W
LU
LU
U
W zIt
>
0
p
U
U n
_
REVISIONS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
NONE
DATE:
4.11.22
PROJECT NUMBER:
19080321-02
C1.0

GENERAL NOTES
1. DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT, WHERE APPLICABLE, UNLESS OTHERWISE
INDICATED.
2. DIMENSIONS AT BUILDING ARE TO OUTSIDE FACE, UNLESS OTHERWISE INDICATED.
3. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM THE LOCAL AND
STATE AGENCIES.
4. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT HIS
EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND
REQUIREMENTS OF THE PERMITS.
5. ALL PAVING MATERIALS AND DRAINAGE STRUCTURES SHALL BE BUILT AND INSTALLED IN ACCORDANCE
WITH NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS.
6. THE LOCATION OF EXISTING SEWER, WATER OR GAS LINES, CONDUITS OR OTHER STRUCTURES ACROSS,
UNDERNEATH, OR OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON
THE PLANS, AND IF SHOWN ARE ONLY APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS IN AREAS OF CONSTRUCTION PRIOR
TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM
THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY
UTILITY NOT SHOWN ON THE PLANS. FOR ASSISTANCE IN LOCATING EXISTING UTILITIES CALL INC ONE
CALL", DIAL 811.
7. ALL WATER AND SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE LATEST
STANDARDS AND SPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES.
8. WHERE PAVEMENT IS BEING REMOVED, THE CONTRACTOR SHALL REMOVE AGGREGATE BASE MATERIAL
TO SUB -GRADE.
9. DAMAGE TO UTILITIES (INCLUDING UNDERGROUND) OR PROPERTY OF OTHERS BY CONTRACTOR DURING
CONSTRUCTION SHALL BE REPAIRED TO PRE -CONSTRUCTION CONDITIONS BY CONTRACTOR AT NO COST
TO OWNER.
10. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE
REMOVED) SHALL BE REPAIRED TO LIKE -NEW CONDITION.
11. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES
FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURES IN
OPERABLE CONDITION.
12. THE OWNER SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK
IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY
INSPECTORS.
13. PARKING SPACES SHALL BE DELINEATED BY FOUR INCH WIDE WHITE TRAFFIC PAINT.
14. LANDSCAPING AND SITE IMPROVEMENTS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE
WITH SIGHT DISTANCE NEEDS OF DRIVERS WITHIN THE PARKING AREA AND AT ENTRANCE/EXIT
LOCATIONS.
15. THE CONTRACTOR SHALL NOTIFY THE ALL APPLICABLE REGULATORY AGENCIES AND THE ENGINEER AT
LEAST 24 HOURS PRIOR TO STARTING WORK ON THIS PROJECT.
16. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE, CLASS III.
17. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR
THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
18. VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. ALSO VERIFY
ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND NOTIFY THE OWNER AND
ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING
WITH WORK.
19. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED.
20. MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF
CONSTRUCTION TO PERMIT REVISIONS TO THE PLANS IF NECESSARY. THE EXISTENCE AND/OR LOCATION
OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT. TAKE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF
RECORD OR NOT SHOWN ON THESE PLANS. REPAIR AT YOUR OWN EXPENSE, ANY EXISTING UTILITIES
DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK
IMMEDIATELY AND NOTIFY THE ENGINEER.
21. PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY AND
ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM.
THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE.
> 2>
O L
CL
E cm
L
GENERAL CONSTRUCTION AND GEOTECHNICAL NOTES EROSION CONTROL NARRATIVE ''-'
ENGINEERED FILL 0
PROJECT DESCRIPTION
>
CONSTRUCTION OF SUBDIVISION AND ASSOCIATED INFRASTRUCTURE. THE TOTAL AREA OF LAND
1. ALL CONTROLLED FILL ZONES ARE TO BE MONITORED BY A FULL TIME GEOTECHNICAL ENGINEERING a > i
DISTURBANCE ASSOCIATED WITH THIS PROJECT WILL BE 22.69 ACRES. NO SIGNIFICANT CHANGES TO THE 4 >
SERVICES FIRM. .� .N
2. ENGINEERED FILLS SHALL BE PROPERLY PLACED ACCORDING TO THE RECOMMENDATIONS OF THE EXISTING DRAINAGE AND HYDROLOGIC PATTERNS ARE PROPOSED. c N c
GEOTECHNICAL ENGINEER. EXISTING CONDITIONS = "
3. ALL SUMMARY REPORTS FROM THE GEOTECHNICAL ENGINEER REPRESENTING THE PROJECT MUST THE EXISTING SITE IS A PRIMARILY CROPS WITH A WOODED AREA TO THE REAR OF THE SITE. °� .2 m
STATE HIS PROFESSIONAL OPINION ON THE SATISFACTORILY COMPLETED PHASES OF CONSTRUCTION '
SUCH AS; SLOPE CUTS, SUBDRAINAGE SYSTEMS, PREPARATION OF SUBGRADES AND COMPACTION OF
DEVELOPMENT IMPACTS
EARTH FILLS. THE DEVELOPMENT IMPACTS TO THE TOPOGRAPHY, SOILS, HYDROLOGY, AND GEOLOGY WILL BE MINOR. c� o
4. NO FILLS SHALL HAVE ZONES THAT EXCEED TWO (2) FEET IN ELEVATION WITHOUT CONDUCTING N
COMPACTION TEST AND OBTAINING RESULTS OF 95% OR GREATER. g
ADJACENT PROPERTIES N
5. THE GEOTECHNICAL ENGINEER MUST SUBMIT A DETAILED ANALYSIS, ITEMIZING THE FIELD DENSITY TEST°
THE SUBJECT PROPERTY IS BORDERED ON THE NORTH BY AND EXISTING SUBDIVISION, TO THE EAST AND � �, OEL
L
RESULTS. THIS REPORT SHALL BE ACCOMPANIED WITH A COPY OF THE SITE PLAN SHEET AND INDICATE N
SOUTH BY WOODS„ AND TO THE WEST SINGLE FAMILY HOMES.
THE TEST LOCATIONS AND ELEVATIONS. THE GEOTECHNICAL ENGINEER MUST PROVIDE ENOUGH _ c z u-
DESIGNATED TESTING IN ALL FILL ZONES TO ADEQUATELY EXAMINE AND CERTIFY THE INTEGRITY OF THE 6. J
SOILS
FILL. ��
THE SITE IS A MIXTURE OF NORFOLK, DOTHAN, AND FUQUAY LOAMY SANDS, BIBBS SOILS, AND CECIL FINE
6. THE GEOTECHNICAL ENGINEER MUST SUBMIT A CERTIFIED BUILDING PAD REPORT FOR EACH FILL PAD Z
SANDY LOAM.
LOCATION. THIS REPORT SHALL PROFILE THE FILL MATERIAL PLACEMENT AND PROVIDE THE
COMPACTION TEST RESULTS. ALL REPORTS WILL BE ACCOMPANIED BY THE SITE PLAN, INDICATING THE CRITICAL EROSION AREAS
TEST LOCATIONS AND ELEVATIONS. 1. CARE MUST BE TAKEN TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ADJACENT ROADWAYS.
7. NO BUILDING PADS IN FILL ZONES WILL HAVE STRATUMS EXCEEDING TWO (2) FEET IN ELEVATION 2. CARE MUST BETAKEN TO PREVENT SEDIMENTATION EXITING THE PROJECT SITE AREA.
WITHOUT TEST VERIFYING DENSITY. 3. CARE MUST BE TAKEN TO PREVENT SEDIMENTATION FROM COLLECTING IN THE EXISTING POND
8. THESE GEOTECHNICAL NOTES SHALL IN NO WAY LESSEN THE REQUIREMENTS OF THE SUBMITTED SOILS
REPORT. STOCKPILING
TOPSOIL STOCKPILING IS ANTICIPATED TO OCCUR ON LOT 35.
ROAD SUBGRADE N
1. INSPECTION AND APPROVAL OF THE SUBGRADE WILL BE REQUIRED PRIOR TO THE PLACEMENT OF THE STRUCTURAL PRACTICES
CONSTRUCTION ENTRANCE w
APPROVED PAVEMENT SECTION MATERIAL.
SILT FENCE
2. ANY CLAY DEPOSITS IN THE TOP TWO FEET OF THE SUBGRADE MUST BE REMOVED OR ADDRESSED AS SILT FENCE OUTLET Q
RECOMMENDED BY THE GEOTECHNICAL ENGINEER. TEMP. DIVERSION BERM
3. SUBGRADE APPROVAL SHALL BE ACCOMPANIED BY THE SUPPORTING DOCUMENTATION VERIFYING PIPE OUTLET PROTECTION
DENSITY TEST RESULTS OF 95% OR GREATER. PERMANENT DIVERSION BERM
4. THE ENTIRE SUBGRADE WILL HAVE BEEN PROOFROLLED IN THE PRESENCE OF THE SITE INSPECTOR AND ROCK DOUGHNUT CULVERT INLET PROTECTION
GEOTECHNICAL REPRESENTATIVE. PROOFROLLING SHALL BE A RUBBER TIRE VEHICLE SUCH AS A TEMPORARY DITCH SEDIMENT TRAPS (NCDOT SEDIMENT DAM TYPE B)
LOADED TEN (10) TON TRUCK OF APPROVED COMPACTION EQUIPMENT. TEMPORARY WATTLE CHECK DAMS 7 Q
5. THE FINAL SUBGRADE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER AND SITE INSPECTOR ROLLED EROSION CONTROL PRODUCTS (RECP) 7 z
BEFORE PLACEMENT OF PAVEMENT SECTION MATERIALS. O J
O
VEGETATIVE PRACTICES �- Q
TOPSOILING V) U
TEMPORARY SEEDING -\ _
PERMANENT SEEDING / F_
MULCHING EE
M) Z
MANAGEMENT STRATEGIES rY'1
GENERAL UTILITY NOTES 1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS z
QUICKLY AS POSSIBLE. ^
1. FIRE HYDRANT VALVE AND ALL VALVE BOXES SHALL HAVE CONCRETE DONUT INSTALLED AT GRADE. 2. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING. vJ O
2. THE ENGINEER MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL 3. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF w 0
SUCH UTILITIES IN THE AREA; EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES ALL EROSION AND SEDIMENT CONTROL PRACTICES. I-__
Lu
NOT WARRANT THAT THE UNDERGROUND UTILITIES ARE IN THE EXACT LOCATION AS INDICATED. 4. AFTER ACHIEVING ADEQUATE STABILIZATION AND UPON APPROVAL FROM THE NCDEQ INSPECTOR, U) U z
ALTHOUGH, HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE THE TEMPORARY E&S CONTROLS WILL BE CLEANED UP AND REMOVED. LL.I Q It
Q
INFORMATION AVAILABLE. PERMANENT STABILIZATION O J =
3. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION SO THAT CONTRACTOR IS THE DISTURBED AREAS WILL BE PERMANENTLY STABILIZED THROUGH THE USE OF IMPERVIOUS
FAMILIAR AND UNDERSTANDS EXISTING CONDITIONS. SURFACES AND PERMANENT SEEDING. z W
4. FIELD CHANGES MAY BE NECESSARY DUE TO EXISTING UTILITY LOCATIONS. THE ENGINEER AND J w Lu
HARNNET COUNTY DEPARTMENT OF PUBLIC UTILITIES SHALL BE CONTACTED BEFORE MAKING MANAGEMENT STRATEGIES Q U U
THESE CHANGES. 1. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF � 7
5. WATER LINE TO BE INSTALLED A MINIMUM OF 3 FEET BELOW GRADE. THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES w 7 Q
6. WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS z
1/3 THE WAY TO THE TOP OF THE BARRIER.
UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT LATERAL SEPARATION, IN WHICH 2. THE SEDIMENT TRAP AND BASIN SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS w W
CASE A VERTICAL SEPARATION OF AT LEAST 24" SHALL BE MAINTAINED BY EITHER LAYING THE
WATER MAIN IN A SEPARATE TRENCH WITH THE BOTTOM AT LEAST 24" ABOVE THE SEWER OR NEEDED. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS �
WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. REMOVED
LAYING THE WATER MAIN ON A BENCH IN THE SAME TRENCH AT LEAST 24" ABOVE THE SEWER. SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT REVISIONS
7. WHERE A WATER MAIN CROSSES OVER A SEWER, MAINTAIN AT LEAST 24" VERTICAL SEPARATION ERODE.
BETWEEN THE PIPES. IF AN 24" VERTICAL SEPARATION IS NOT POSSIBLE, BOTH THE WATER MAIN
AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS (DIP) AND WITH JOINTS THAT ARE
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FT ON EACH SIDE OF THE POINT
OF CROSSING.
8. WHERE A WATER MAIN CROSSES UNDER A SEWER, MAINTAIN AT LEAST 24" VERTICAL SEPARATION
BETWEEN THE PIPES. BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS
MATERIALS (DIP) AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A
DISTANCE OF 10 FT ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER PIPE SHALL
BE CENTERED AT THE POINT OF CROSSING.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
NONE
DATE:
4.11.22
PROJECT NUMBER:
19080321-02
C2.0

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE
NCG01 CONSTRUCTION GENERAL PERMIT
IMPLEMENTING THE DETAILS AND SPECIFICATIONS ON THIS PLAN SHEET WILL RESULT IN THE
CONSTRUCTION ACTIVITY BEING CONSIDERED COMPLIANT WITH THE GROUND STABILIZATION
AND MATERIALS HANDLING SECTIONS OF THE NCG01 CONSTRUCTION GENERAL PERMIT
(SECTIONS E AND F, RESPECTIVELY). THE PERMITTEE SHALL COMPLY WITH THE EROSION AND
SEDIMENT CONTROL PLAN APPROVED BY THE DELEGATED AUTHORITY HAVING JURISDICTION.
ALL DETAILS AND SPECIFICATIONS SHOWN ON THIS SHEET MAY NOT APPLY DEPENDING ON SITE
CONDITIONS AND THE DELEGATED AUTHORITY HAVING JURISDICTION.
SECTION E: GROUND STABILIZATION
REQUIRED GROUND STABILIZATION TIMEFRAMES (FOR
HIGH QUALITY WATERSHEDS)
STABILIZE WITHIN THIS
SITE AREA
MANY CALENDAR DAYS
TIMEFRAME VARIATIONS
DESCRIPTION
AFTER CEASING LAND
DISTURBANCE
(a) PERIMETER DIKES,
SWALES, DITCHES,
7
NONE
AND PERIMETER
SLOPES
(b) HIGH QUALITY
WATER (HQW)
7
NONE
ZONES
(c) SLOPES STEEPER
7
NONE FOR HIGH
THAN 3:1
QUALITY WATERSHEDS
-7 DAYS FOR SLOPES GREATER
THAN 50' IN LENGTH AND WITH
SLOPES STEEPER THAN 4:1
(d) SLOPES 3:1 TO 4:1
7
-7 DAYS FOR PERIMETER DIKES,
SWALES, DITCHES, PERIMETER
SLOPES AND HQW ZONES
-7 DAYS FOR PERIMETER DIKES,
(e) AREAS WITH SLOPES
7
SWALES, DITCHES, PERIMETER
FLATTER THAN 4:1
SLOPES AND HQW ZONES
NOTE: AFTER THE PERMANENT CESSATION OF CONSTRUCTION ACTIVITIES, ANY AREAS WITH
TEMPORARY GROUND STABILIZATION SHALL BE CONVERTED TO PERMANENT GROUND
STABILIZATION AS SOON AS PRACTICABLE BUT IN NO CASE LONGER THAN 90 CALENDAR DAYS
AFTER THE LAST LAND DISTURBING ACTIVITY. TEMPORARY GROUND STABILIZATION SHALL BE
MAINTAINED IN A MANNER TO RENDER THE SURFACE STABLE AGAINST ACCELERATED EROSION
UNTIL PERMANENT GROUND STABILIZATION IS ACHIEVED.
GROUND STABILIZATION SPECIFICATION
STABILIZE THE GROUND SUFFICIENTLY SO THAT RAIN WILL NOT DISLODGE THE SOIL. USE ONE
OF THE TECHNIQUES IN THE TABLE BELOW:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
I'ULYALKYLAIVIIUn (I'AIVIJJ AIVU FLULLULAIV IJ
1. SELECT FLOCCULANTS THAT ARE APPROPRIATE FOR THE SOILS BEING EXPOSED DURING
CONSTRUCTION, SELECTING FROM THE NCDWR LIST OFAPPROVED PAMS/FLOCCULANTS.
2. APPLY FLOCCULANTS AT OR BEFORE THE INLETS TO EROSION AND SEDIMENT CONTROL
MEASURES.
3. APPLY FLOCCULANTS AT THE CONCENTRATIONS SPECIFIED IN THE NCDWR LIST OF
APPROVED PAMS/FLOCCULANTS AND IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS.
4. PROVIDE PONDING AREA FOR CONTAINMENT OF TREATED STORMWATER BEFORE
DISCHARGING OFFSITE.
5. STORE FLOCCULANTS IN LEAK -PROOF CONTAINERS THAT ARE KEPT UNDER
CTr1RNA-RFCICTANIT (r)\/FR r1R CI IRRr)i INIr1Fr1 RV CF(Y inARV ( r)NITAININAFNIT CTRI I('TI IRFC
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC PLAN DOCUMENTATION
THE APPROVED E&SC PLAN AS WELL AS ANY APPROVED DEVIATION SHALL BE KEPT ON THE SITE.
THE APPROVED E&SC PLAN MUST BE KEPT UP-TO-DATE THROUGHOUT THE COVERAGE UNDER
THIS PERMIT. THE FOLLOWING ITEMS PERTAINING TO THE E&SC PLAN SHALL BE KEPT ON SITE AND
AVAILABLE FOR INSPECTION AT ALL TIMES DURING NORMAL BUSINESS HOURS.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
Ian. This documentation is required upon on the q P
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken Initial and date a copy of the approved E&SC
to F&SC measures. plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. ADDITIONAL DOCUMENTATION TO BE KEPT ON SITE
IN ADDITION TO THE E&SC PLAN DOCUMENTS ABOVE, THE FOLLOWING ITEMS SHALL BE KEPT ON
THE SITE AND AVAILABLE FOR INSPECTORS AT ALL TIMES DURING NORMAL BUSINESS HOURS,
UNLESS THE DIVISION PROVIDES A SITE -SPECIFIC EXEMPTION BASED ON UNIQUE SITE
CONDITIONS THAT MAKE THIS REQUIREMENT NOT PRACTICAL:
(a) THIS GENERAL PERMIT AS WELL AS THE CERTIFICATE OF COVERAGE, AFTER IT IS RECEIVED.
(b) RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS TWELVE MONTHS. THE PERMITTEE
SHALL RECORD THE REQUIRED OBSERVATIONS ON THE INSPECTION RECORD FORM PROVIDED
BY THE DIVISION OR A SIMILAR INSPECTION FORM THAT INCLUDES ALL THE REQUIRED
ELEMENTS. USE OF ELECTRONICALLY -AVAILABLE RECORDS IN LIEU OF THE REQUIRED PAPER
COPIES WILL BE ALLOWED IF SHOWN TO PROVIDE EQUAL ACCESS AND UTILITY AS THE
HARD -COPY RECORDS.
3. DOCUMENTATION TO BE RETAINED FOR THREE YEARS
ALL DATA USED TO COMPLETE THE E-NOI AND ALL INSPECTION RECORDS SHALL BE MAINTAINED
FOR A PERIOD OF THREE YEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE UPON
REQUEST. [40 CFR 122.411
EQUIPMENT AND VEHICLE MAINTENANCE
1. MAINTAIN VEHICLES AND EQUIPMENT TO PREVENT DISCHARGE OF FLUIDS.
2. PROVIDE DRIP PANS UNDER ANY STORED EQUIPMENT.
3. IDENTIFY LEAKS AND REPAIR AS SOON AS FEASIBLE, OR REMOVE LEAKING EQUIPMENT
FROM THE PROJECT.
4. COLLECT ALL SPENT FLUIDS, STORE IN SEPARATE CONTAINERS AND PROPERLY DISPOSE AS
HAZARDOUS WASTE (RECYCLE WHEN POSSIBLE).
5. REMOVE LEAKING VEHICLES AND CONSTRUCTION EQUIPMENT FROM SERVICE UNTIL THE
PROBLEM HAS BEEN CORRECTED.
6. BRING USED FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS AND OTHER
PETROLEUM PRODUCTS TO A RECYCLING OR DISPOSAL CENTER THAT HANDLES THESE
MATERIALS.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. NEVER BURY OR BURN WASTE. PLACE LITTER AND DEBRIS IN APPROVED WASTE
CONTAINERS.
2. PROVIDE A SUFFICIENT NUMBER AND SIZE OF WASTE CONTAINERS (E.G DUMPSTER,
TRASH RECEPTACLE) ON SITE TO CONTAIN CONSTRUCTION AND DOMESTIC WASTES.
3. LOCATE WASTE CONTAINERS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND
SURFACE WATERS UNLESS NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
4. LOCATE WASTE CONTAINERS ON AREAS THAT DO NOT RECEIVE SUBSTANTIAL AMOUNTS
OF RUNOFF FROM UPLAND AREAS AND DOES NOT DRAIN DIRECTLY TO A STORM DRAIN,
STREAM OR WETLAND.
5. COVER WASTE CONTAINERS AT THE END OF EACH WORKDAY AND BEFORE STORM
EVENTS OR PROVIDE SECONDARY CONTAINMENT. REPAIR OR REPLACE DAMAGED WASTE
CONTAINERS.
6. ANCHOR ALL LIGHTWEIGHT ITEMS IN WASTE CONTAINERS DURING TIMES OF HIGH
WINDS.
7. EMPTY WASTE CONTAINERS AS NEEDED TO PREVENT OVERFLOW. CLEAN UP
IMMEDIATELY IF CONTAINERS OVERFLOW.
8. DISPOSE WASTE OFF -SITE AT AN APPROVED DISPOSAL FACILITY.
9. ON BUSINESS DAYS, CLEAN UP AND DISPOSE OF WASTE IN DESIGNATED WASTE
CONTAINERS.
PAINT AND OTHER LIQUID WASTE
1. DO NOT DUMP PAINT AND OTHER LIQUID WASTE INTO STORM DRAINS, STREAMS OR
WETLANDS.
2. LOCATE PAINT WASHOUTS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND
SURFACE WATERS UNLESS NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
3. CONTAIN LIQUID WASTES IN A CONTROLLED AREA.
4. CONTAINMENT MUST BE LABELED, SIZED AND PLACED APPROPRIATELY FOR THE NEEDS OF
SITE.
5. PREVENT THE DISCHARGE OF SOAPS, SOLVENTS, DETERGENTS AND OTHER LIQUID WASTES
FROM CONSTRUCTION SITES.
PORTABLE TOILETS
1. INSTALL PORTABLE TOILETS ON LEVEL GROUND, AT LEAST 50 FEET AWAY FROM STORM
DRAINS, STREAMS OR WETLANDS UNLESS THERE IS NO ALTERNATIVE REASONABLY
AVAILABLE. IF 50 FOOT OFFSET IS NOT ATTAINABLE, PROVIDE RELOCATION OF PORTABLE
TOILET BEHIND SILT FENCE OR PLACE ON A GRAVEL PAD AND SURROUND WITH SAND
BAGS.
2. PROVIDE STAKING OR ANCHORING OF PORTABLE TOILETS DURING PERIODS OF HIGH
WINDS OR IN HIGH FOOT TRAFFIC AREAS.
3. MONITOR PORTABLE TOILETS FOR LEAKING AND PROPERLY DISPOSE OF ANY LEAKED
MATERIAL. UTILIZE A LICENSED SANITARY WASTE HAULER TO REMOVE LEAKING PORTABLE
TOILETS AND REPLACE WITH PROPERLY OPERATING UNIT.
EARTHEN STOCKPILE MANAGEMENT
1. SHOW STOCKPILE LOCATIONS ON PLANS. LOCATE EARTHEN -MATERIAL STOCKPILE AREAS
AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS, SEDIMENT BASINS, PERIMETER
SEDIMENT CONTROLS AND SURFACE WATERS UNLESS IT CAN BE SHOWN NO OTHER
ALTERNATIVES ARE REASONABLY AVAILABLE.
2. PROTECT STOCKPILE WITH SILT FENCE INSTALLED ALONG TOE OF SLOPE WITH A MINIMUM
OFFSET OF FIVE FEET FROM THE TOE OF STOCKPILE.
3. PROVIDE STABLE STONE ACCESS POINT WHEN FEASIBLE.
4. STABILIZE STOCKPILE WITHIN THE TIMEFRAMES PROVIDED ON THIS SHEET AND IN
ACCORDANCE WITH THE APPROVED PLAN AND ANY ADDITIONAL REQUIREMENTS. SOIL
STABILIZATION IS DEFINED AS VEGETATIVE, PHYSICAL OR CHEMICAL COVERAGE
TECHNIQUES THAT WILL RESTRAIN ACCELERATED EROSION ON DISTURBED SOILS FOR
TEMPORARY OR PERMANENT CONTROL NEEDS.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. OCCURRENCES THAT MUST BE REPORTED
PERMITTEES SHALL REPORT THE FOLLOWING OCCURRENCES:
(a) VISIBLE SEDIMENT DEPOSITION IN A STREAM OR WETLAND.
(b) OIL SPILLS IF:
• THEY ARE 25 GALLONS OR MORE,
• THEY ARE LESS THAN 25 GALLONS BUT CANNOT BE CLEANED UP WITHIN 24
HOURS,
• THEY CAUSE SHEEN ON SURFACE WATERS (REGARDLESS OF VOLUME), OR
• THEY ARE WITHIN 100 FEET OF SURFACE WATERS (REGARDLESS OF VOLUME).
(C) RELEASES OF HAZARDOUS SUBSTANCES IN EXCESS OF REPORTABLE QUANTITIES
UNDER SECTION 311 OF THE CLEAN WATER ACT (REF: 40 CFR 110.3 AND 40 CFR 117.3) OR
SECTION 102 OF CERCLA (REF: 40 CFR 302.4) OR G.S. 143-215.85.
(d) ANTICIPATED BYPASSES AND UNANTICIPATED BYPASSES.
(e) NONCOMPLIANCE WITH THE CONDITIONS OF THIS PERMIT THAT MAY ENDANGER
HEALTH OR THE ENVIRONMENT.
2. REPORTING TIMEFRAMES AND OTHER REQUIREMENTS
AFTER A PERMITTEE BECOMES AWARE OF AN OCCURRENCE THAT MUST BE REPORTED,
HE SHALL CONTACT THE APPROPRIATE DIVISION REGIONAL OFFICE WITHIN THE
TIMEFRAMES AND IN ACCORDANCE WITH THE OTHER REQUIREMENTS LISTED BELOW.
OCCURRENCES OUTSIDE NORMAL BUSINESS HOURS MAY ALSO BE REPORTED TO THE
DEPARTMENT'S ENVIRONMENTAL EMERGENCY CENTER PERSONNEL AT [phone].
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
A
0 O O 0
rSANDBAGS (TYP•)
0 0 OR STAPLES
�IWD&IIWNG
0 SILT FENCE OSANDBAGS R STAPLE6TYP
0 0 t
CLEARLY MACE (I S)Me M
CONCRETE NOTING DEMCE (18"X24" MIN.)
WASHOUT
PLAN
SECTION A -A
NOIM,
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE UDUID AND/OR SOLID
REACHES 75S OF THE STRUCTURES CAPACITY.
&CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEMCE.
SANDBAGS (TTP)
TMLES
10 MIL COHESIVE g
PLASTIC UNING
1:1 SIGE
LOW FILTRATION
SOIL BERM
I(TYP.)
SECTION B-Bw
SANDBAGS (TYPa
OR STAPLES
84g5:-
1. ACTUAL LOCATION DETERMINED IN
CLEARLY MARKED
SX24-
FIELD
CONCRETE
WASHOUT
NOTING DEMCE 18"X2{" MIN.)
CE(1 M
2. THE CONCRETE WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75x OF THE STRUCTURES
CAPACITY TO PRDMDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM 12
PLAN
INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WATH
SIGNAGE NOTING DEMCE.
ABOVE GRADE WASHOUT
NOT TO SCALE
STRUCTURE
CONCRETE WASHOUTS
1. DO NOT DISCHARGE CONCRETE OR CEMENT SLURRY FROM THE SITE.
2. DISPOSE OF, OR RECYCLE SETTLED, HARDENED CONCRETE RESIDUE IN ACCORDANCE WITH
LOCAL AND STATE SOLID WASTE REGULATIONS AND AT AN APPROVED FACILITY.
3. MANAGE WASHOUT FROM MORTAR MIXERS IN ACCORDANCE WITH THE ABOVE ITEM
AND IN ADDITION PLACE THE MIXER AND ASSOCIATED MATERIALS ON IMPERVIOUS
BARRIER AND WITHIN LOT PERIMETER SILT FENCE.
4. INSTALL TEMPORARY CONCRETE WASHOUTS PER LOCAL REQUIREMENTS, WHERE
APPLICABLE. IF AN ALTERNATE METHOD OR PRODUCT IS TO BE USED, CONTACT YOUR
APPROVAL AUTHORITY FOR REVIEW AND APPROVAL. IF LOCAL STANDARD DETAILS ARE
NOT AVAILABLE, USE ONE OF THE TWO TYPES OF TEMPORARY CONCRETE WASHOUTS
PROVIDED ON THIS DETAIL.
5. DO NOT USE CONCRETE WASHOUTS FOR DEWATERING OR STORING DEFECTIVE CURB OR
SIDEWALK SECTIONS. STORMWATER ACCUMULATED WITHIN THE WASHOUT MAY NOT BE
PUMPED INTO OR DISCHARGED TO THE STORM DRAIN SYSTEM OR RECEIVING SURFACE
WATERS. LIQUID WASTE MUST BE PUMPED OUT AND REMOVED FROM PROJECT.
6. LOCATE WASHOUTS AT LEAST 50 FEET FROM STORM DRAIN INLETS AND SURFACE
WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY
AVAILABLE. AT A MINIMUM, INSTALL PROTECTION OF STORM DRAIN INLET(S) CLOSEST
TO THE WASHOUT WHICH COULD RECEIVE SPILLS OR OVERFLOW.
7. LOCATE WASHOUTS IN AN EASILY ACCESSIBLE AREA, ON LEVEL GROUND AND INSTALL A
STONE ENTRANCE PAD IN FRONT OF THE WASHOUT. ADDITIONAL CONTROLS MAY BE
REQUIRED BY THE APPROVING AUTHORITY.
8. INSTALL AT LEAST ONE SIGN DIRECTING CONCRETE TRUCKS TO THE WASHOUT WITHIN
THE PROJECT LIMITS. POST SIGNAGE ON THE WASHOUT ITSELF TO IDENTIFY THIS
LOCATION.
9. REMOVE LEAVINGS FROM THE WASHOUT WHEN AT APPROXIMATELY 75% CAPACITY TO
LIMIT OVERFLOW EVENTS. REPLACE THE TARP, SANDBAGS OR OTHER TEMPORARY
STRUCTURAL COMPONENTS WHEN NO LONGER FUNCTIONAL. WHEN UTILIZING
ALTERNATIVE OR PROPRIETARY PRODUCTS, FOLLOW MANUFACTURER'S INSTRUCTIONS.
10. AT THE COMPLETION OF THE CONCRETE WORK, REMOVE REMAINING LEAVINGS AND
DISPOSE OF IN AN APPROVED DISPOSAL FACILITY. FILL PIT, IF APPLICABLE, AND STABILIZE
ANY DISTURBANCE CAUSED BY REMOVAL OF WASHOUT.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. STORE AND APPLY HERBICIDES, PESTICIDES AND RODENTICIDES
IN ACCORDANCE WITH LABEL RESTRICTIONS.
2. STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN THEIR
ORIGINAL CONTAINERS WITH THE LABEL, WHICH LISTS
DIRECTIONS FOR USE, INGREDIENTS AND FIRST AID STEPS IN
CASE OF ACCIDENTAL POISONING.
3. DO NOT STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN
AREAS WHERE FLOODING IS POSSIBLE OR WHERE THEY MAY
SPILL OR LEAK INTO WELLS, STORMWATER DRAINS, GROUND
WATER OR SURFACE WATER. IF A SPILL OCCURS, CLEAN AREA
IMMEDIATELY.
4. DO NOT STOCKPILE THESE MATERIALS ONSITE.
HAZARDOUS AND TOXIC WASTE
1. CREATE DESIGNATED HAZARDOUS WASTE COLLECTION
AREAS ON -SITE.
2. PLACE HAZARDOUS WASTE CONTAINERS UNDER COVER
OR IN SECONDARY CONTAINMENT.
3. DO NOT STORE HAZARDOUS CHEMICALS, DRUMS OR
BAGGED MATERIALS DIRECTLY ON THE GROUND.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
•
Within 7calendardays, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7calendardays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7calendardays, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
SEDIMENT BASINS AND TRAPS THAT RECEIVE RUNOFF FROM DRAINAGE AREAS OF ONE ACRE OR MORE SHALL USE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE
SURFACE WHEN THESE DEVICES NEED TO BE DRAWN DOWN FOR MAINTENANCE OR CLOSE OUT UNLESS THIS IS INFEASIBLE. THE CIRCUMSTANCES IN WHICH IT IS NOT FEASIBLE
TO WITHDRAW WATER FROM THE SURFACE SHALL BE RARE (FOR EXAMPLE, TIMES WITH EXTENDED COLD WEATHER). NON -SURFACE WITHDRAWALS FROM SEDIMENT BASINS
SHALL BE ALLOWED ONLY WHEN ALL OF THE FOLLOWING CRITERIA HAVE BEEN MET:
(a) THE E&SC PLAN AUTHORITY HAS BEEN PROVIDED WITH DOCUMENTATION OF THE NON -SURFACE WITHDRAWAL AND THE SPECIFIC TIME PERIODS OR CONDITIONS IN
WHICH IT WILL OCCUR. THE NON -SURFACE WITHDRAWAL SHALL NOT COMMENCE UNTILTHE E&SC PLAN AUTHORITY HAS APPROVED THESE ITEMS,
(b) THE NON -SURFACE WITHDRAWAL HAS BEEN REPORTED AS AN ANTICIPATED BYPASS IN ACCORDANCE WITH PART III, SECTION C, ITEM (2)(C) AND (D) OF THIS PERMIT,
(c) DEWATERING DISCHARGES ARE TREATED WITH CONTROLS TO MINIMIZE DISCHARGES OF POLLUTANTS FROM STORMWATER THAT IS REMOVED FROM THE SEDIMENT
BASIN. EXAMPLES OF APPROPRIATE CONTROLS INCLUDE PROPERLY SITED, DESIGNED AND MAINTAINED DEWATERING TANKS, WEIR TANKS, AND FILTRATION SYSTEMS,
(d) VEGETATED, UPLAND AREAS OF THE SITES OR A PROPERLY DESIGNED STONE PAD IS USED TO THE EXTENT FEASIBLE AT THE OUTLET OF THE DEWATERING TREATMENT
DEVICES DESCRIBED IN ITEM (C) ABOVE,
(e) VELOCITY DISSIPATION DEVICES SUCH AS CHECK DAMS, SEDIMENT TRAPS, AND RIPRAP ARE PROVIDED AT THE DISCHARGE POINTS OF ALL DEWATERING DEVICES, AND
(f) SEDIMENT REMOVED FROM THE DEWATERING TREATMENT DEVICES DESCRIBED IN ITEM (C) ABOVE IS DISPOSED OF IN A MANNER THAT DOES NOT CAUSE DEPOSITION OF
SEDIMENT INTO WATERS OF THE UNITED STATES.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
SELF -INSPECTIONS ARE REQUIRED DURING NORMAL BUSINESS HOURS IN ACCORDANCE
WITH THE TABLE BELOW. WHEN ADVERSE WEATHER OR SITE CONDITIONS WOULD CAUSE
THE SAFETY OF THE INSPECTION PERSONNEL TO BE IN JEOPARDY, THE INSPECTION MAY BE
DELAYED UNTIL THE NEXT BUSINESS DAY ON WHICH IT IS SAFE TO PERFORM THE
INSPECTION. IN ADDITION, WHEN A STORM EVENT OF EQUAL TO OR GREATER THAN 1.0
INCH OCCURS OUTSIDE OF NORMAL BUSINESS HOURS, THE SELF -INSPECTION SHALL BE
PERFORMED UPON THE COMMENCEMENT OF THE NEXT BUSINESS DAY. ANY TIME WHEN
INSPECTIONS WERE DELAYED SHALL BE NOTED IN THE INSPECTION RECORD.
Frequency
Inspect (during normal Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name or the person performing Lhe inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of Stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(S) Streams or
At least once per
If the strearn or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > _1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: THE RAIN INSPECTION RESETS THE REQUIRED 7 CALENDAR DAY INSPECTION
REQUIREMENT.
EROSION CONTROL NOTES
1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AS REQUIRED DURING CONSTRUCTION IN ACCORDANCE WITH THE CURRENT EDITION OF
THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL MANUAL. ALL DEVICES REFERRED TO IN THESE PLANS CAN BE FOUND IN THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL MANUAL.
2. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED PER THE NPDES SCHEDULE AFTER REACHING FINAL GRADE. AREAS WHICH HAVE BEEN DISTURBED
AND HAVE NOT REACHED FINAL GRADE, BUT WHICH ARE TO REMAIN UNDISTURBED FOR LONGER THAN 7 DAYS ARE TO BE TEMPORARILY SEEDED AND MULCHED PER THE
NPDES SCHEDULE. AS UPSTREAM AREAS ARE STABILIZED WITH PERMANENT GROUND COVER, DOWNSTREAM TEMPORARY DEVICES ARE TO BE REMOVED. CONTRACTOR
SHALL FOLLOW THE STABILIZATION TIME TABLE INCLUDED IN THIS SET OF DRAWINGS.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERIODICALLY INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES AND ENSURE THAT THEY ARE IN GOOD WORKING
ORDER. AT A MINIMUM, ALL DEVICES SHALL BE INSPECTED DAILY AND AFTER MAJOR RAINFALL EVENTS. ANY DEVICE NEEDING REPAIRS SHALL BE REPAIRED WITHIN 24
HOURS.
4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES IF DURING THE COURSE OF CONSTRUCTION THE ENGINEER OR NCDEQ
INSPECTOR DETERMINES THAT THEY ARE REQUIRED.
5. SILT SHALL BE REMOVED FROM SILT FENCES WHEN THE SILT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER.
6. THE CONTRACTOR SHALL PERIODICALLY TOP DRESS THE CONSTRUCTION ENTRANCE WITH CLEAN STONE. IF THE CONSTRUCTION ENTRANCE FAILS TO REMOVE DIRT FROM
THE TIRES OF VEHICLES ENTERING A PUBLIC RIGHT-OF-WAY A WASH RACK SHALL BE INSTALLED AND THE TIRES WASHED. THE CONTRACTOR SHALL BE REQUIRED TO
PROVIDE ANY REQUIRED WATER FOR THE WASHING OF TIRES. DIRT TRACKED ONTO THE PUBLIC RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR.
7. ALL EROSION AND SILTATION MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING.
8. ALL STORM AND SANITARY SEWER LINES NOT IN STREETS ARE TO BE MULCHED AND SEEDED PER THE NPDES SCHEDULE AFTER BACKFILL. NO MORE THAN FIVE HUNDRED
FEET OF TRENCH IS TO BE OPEN AT ONE TIME.
9. ALL TEMPORARY EARTH BERMS, DIVERSIONS, AND SILT DAMS ARE TO BE MULCHED AND SEEDED FOR VEGETATIVE COVER IMMEDIATELY AFTER GRADING. STRAW OR HAY
MULCH IS REQUIRED. THE SAME APPLIES TO STOCKPILES ON SITE AS WELL AS SOIL (INTENTIONALLY) TRANSPORTED FROM THE PROJECT SITE.
10. ELECTRIC POWER, TELEPHONE, GAS SUPPLY, AND OTHER UTILITY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED IMMEDIATELY AFTER BACKFILL.
11. DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET PROTECTION PRACTICES, MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION
PROGRESS.
12. ANY DISTURBED AREA NOT PAVED, SODDED, OR BUILT UPON, IS TO BE SEEDED PER THE TEMPORARY AND PERMANENT SEEDING SCHEDULE INCLUDED IN THESE DRAWINGS.
MODIFY AS APPLICABLE DEPENDING ON PROPOSED TIME OF CONSTRUCTION.
13. CONTRACTOR STAGING AREA(S) SHALL BE RETURNED TO BETTER THAN ORIGINAL CONDITIONS AT THE COMPLETION OF THE WORK.
14. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
15. A PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT. THE CONTRACTOR SHALL SCHEDULE THE MEETING WITH THE
HARNETT COUNTY INSPECTOR ASSIGNED TO THE PROJECT.
16. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL MANUAL AND THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT OF 1973.
17. ALL DISTURBED AREAS NOT BUILT UPON OR LANDSCAPED SHALL BE SEEDED IN ACCORDANCE WITH THE NEW STABILIZATION TIME FRAMES AND NOTE BELOW, AND SHALL
RECEIVE PERMANENT GROUND COVER IN ACCORDANCE WITH NOTE BELOW.
18. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 15 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A
PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 60 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT. G.S.113A-57(2); G.S. 113-57(3); 15A NCAC 048 0107(B). SEE STABILIZATION TIME TABLES THIS SHEET.
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR DAMAGE, STABILITY AND OPERATION FOLLOWING EVERY RAINFALL EVENT PRODUCING
1/2 INCH OR MORE OF RUNOFF AND AT LEAST ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
MAINTENANCE SPECIFIED IN STRUCTURE CONSTRUCTION SPECIFICATIONS SHALL BE PERFORMED. RECORDS OF THESE INSPECTIONS ARE TO BE MAINTAINED AND
MADE AVAILABLE FOR INSPECTION BY NCDEQ, THE OWNER, AND ENGINEER ON SITE AT ALL TIMES.
2. DISTURBED AREAS LEFT INACTIVE BETWEEN PERIODS OF GRADING ACTIVITY SHALL BE TEMPORARILY SEEDED WITHIN 7 WORKING DAYS. NCG01 SECTION IIB (2).
3. PERMANENT GROUND COVER VEGETATION SHALL BE SHALL BE APPLIED TO ALL AREAS WITH TEMPORARY VEGETATION AND ALL UNCOVERED DISTURBED AREAS
WITHIN 7 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER, AFTER COMPLETION OF GRADING.
3. PERMANENT GROUND COVER VEGETATION SHALL BE SHALL BE APPLIED TO ALL AREAS WITH TEMPORARY VEGETATION AND ALL UNCOVERED DISTURBED AREAS
BEFORE THE CONCLUSION OF THE PROJECT.
4. ALL SEEDED AREAS WHERE VEGETATION IS DAMAGED OR COVER IS NOT ADEQUATE SHALL BE PREPARED AND RESEEDED AS NECESSARY TO PRODUCE A VIGOROUS,
DENSE VEGETATIVE COVER.
5. RECORD DAILY RAINFALL AMOUNTS AND MAINTAIN IN AN ONSITE LOG.
1111 1 1111//
f04 5
y' 4.11.22
NO 1 Nv�,•`'
�''�//uuuuul`L••
CFI
CV
W
w
O
CFI
Z
Q
LLB
C)
Z
Q
J
Z
Z_
O
J
O
O
It
U
C)
�0
v
Z
C)
m
>
Z
Z
°6
O
J
O
W
�
o�
U
�
LU
F-
Q
(Y
Z
O
2
CU
0-
Y
LU
Z
W
LU
U
_O
Cl)
Z
It
O
0
W
U
LU
_
REVISIONS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
NONE
DATE:
4.11.22
PROJECT NUMBER:
19080321-02
C2.2

I OF
\\ \\\\\\ 3 Ae -7 =
041 5 =
4.11.22
I uuuuu
tC
zt
' W / W \\ ` / I \ \\ \ / l l / // // \\ \\ \ r' fC O L
4.
O
IN N\\\\ \\�\\ �� �\ \�\\\\\\\ \ 1`%� �\ \ \\ \\ \ \\ 1 // // / �/ l // / ///'//f / /' 3 � • t V
100, RADIUS
WELL LINE4.
CD
CD
\ �_
�l r
i N
w
n
v. v. / / / v. v. v. v, / I. "-llr\ .i° \ \\ \ \ \ \ \ \ \ \ \ \ �—— ' / / I I I 1 _----- � / � _
1 \ 1
\ I � � I
\ / I
I �
0 N
s Id vl
1 N c
I \ \ I - w• U la
OZ
1_`
n
U
\ \ \ \ \ \ \\�� �_ ----- 1 1 1 { \ \ \ W
i
I
\
8^ \
M - \
w r _ \ v ! \ \
u� \ 9� _ r- \
\
\
W
- \ - - - -
® v g., v v v v v v v v v v v v _— i' yf 3
Lu
7'—
© W ♦ W �' \ w w w w w w w w�� w w w w w N'' '' ' I 1 Ir I 1/ —
II �' �, �' �, \ � w w w w w /w w ,. w .� w .♦i- w w w w w � �. � I I I/ I r
I
� � n
`I
/ w
L.�
\
I
3
-
-
I
I, I I I o
� 3 3 -
Z _
-I
z
® I N ® �I
3
\
0
® I I \ o
\
W /J`W W N
I I V.
N _ W 1 0
v. ® / .1. .1. /w .1. V J Z
L/ )
.v .v .v .v
y3 ® v W v c / w w 'k w I z V J
4, ' O
O LLJ
Lu
ERT�TIIVi� — EXISTING Z Q
STORM /�` w / STORM PIPE
® I PIPES I / / \3 / (SIZE
I (SIZES I / UNKNOWN) of "-' \ U W
) / ® EXISTING {° w
/ UNKNOWN / / / W �
POND
• ��/ EXISTING POND ' / ,3 / I z v cn
-
W
X w
w
REVISIONS
\ / GRAPHIC SCALE
I ,
�� 100 0 50 ioo zoo
I 3
I CO I {o � (IN FEET)
1 inch = 100ft.
I
Q�P ti0 \
I NEON �Na�1
NNN ' DESIGNED BY:
UNSUITABLE SEPTIC SOILS Initials
I �o,
DRAWN BY:
— I I NOTES: WETLANDS Initials
_ 1. SURVEY BOUNDARIES & EXISTING CONDITIONS FROM A SURVEY CONDUCTED BY TIMMONS GROUP, CHECKED BY:
I O I Co
DATED SEPTEMBER 11, 2019. Initials
I Iai R t412� - ROAD EDGE OF PAVEMENT SCALE:
°/w r/w r/w Nw I o GHQ RO lS W 2. WETLANDS AND STREAM DELINEATIONS BY TIMMONS GROUP, DATED AUGUST 2019. /// 1" = 100,
fO r/w r/w r/w fo r/w I 1S ,A(J �"� 11 L1C DATE:
_ 6 w fo r/w ,CHR �H p 8 f° fo r/w r/" fo _ ° I E\N\ 3. ROAD CORRIDOR SURVEY PROVIDED BY MAULDIN-WATKINS SURVEYING, PA, FROM A SURVEY STREAM CENTERLINE 4.11.22
_ #O / o o VAR81" PROJECT NUMBER:
PERFORMED IN FEBRUARY AND MARCH, 2020. LOT TOPOGRAPHY PROVIDED BY LIDAR/GIS DATA.
MAJOR CONTOUR
- - 19080321-02
I 4. SUITABLE SEPTIC SOIL LOCATIONS PROVIDED BYADAMS SOIL CONSULTING. -------- MINOR CONTOUR
�i C3.0

T
0:) Cry P�
mN
�-a 31
103
CP O O
O
` I
' I /
I /
v / oo
'0 0
�O 0
�WZ?
J'06�13_
G) `s 0
oO a
DO 00 y N
n 9°
r/w
M „9 MIS
Mla �
i M g Mla
DITCH SEDIMENT TRAP DIMENSIONS
DITCH
TRAP ID
BOTTOM
LENGTH (FT)
BOTTOM
WIDTH (FT)
SURFACE
LENGTH (FT)
SURFACE
WIDTH (FT)
WEIR
LENGTH (FT)
DST 1
15
5
27
17
4
DST 2
15
5
27
17
4
DST 3
10
5
22
17
4
DST 4
10
5
22
17
4
DST 5
12
8
20
16
4
DST 6
15
5
27
17
4
DST 7
15
6
27
18
4
DST 8
10
5
22
17
4
DST 9
10
5
22
17
4
DST 10
16
8
28
20
6
DST 11
40
20
52
32
6
�'
EROSION CONTROL LEGEND = rw ,l/./ cE
8„ w w
/INLET PROTECTION r/w \ r/w r/w/Al
/LEC� EM ORA Y WATAM ��1 — S
SILT FENCE OUTLET / _ r1w M'rw —rlw
OUT PF�O ET CTION
F SIL r 1=NCE
F FTEIVI�O ARY aIVERSION / �'� '��/ /
F F � SF �
\
F
F� F FCHEEK 11,
F 3 DA
,� l �, �
F CC
DITCH SEDIMEN rTR P F F' tom`^ / SF '
F F �F F / F F F F
F '
CONSTRUCTION ENTRANCE _ / / F F F '� F �// SF !t Y \
DIT AP CONE
/
TO PERMANENTRIPRAP� 4' '
- +"AD UPO STRE —/ ''
F ABILI ON ST1
ST1 ST1
F F F F F F F F F F F F F /
/ /
///
F I/
F \/ ,
-----
--------- ------
-= I /./ . /
F—----------------- / 1
lool
l000l
CID
/ ---------------------- --------- -- ---^' �'/ \ \ \
41-1
------
Ile 1017 — _i---- -rM
SFO
F F F ---
------------,/ /, /� /, �. �' / }�M� -- ---' — — —
— — — TWD ,/ // ,/ /i°.cyp� 3i %_ -- —�
/TYP/ / ' / 001,
F ®-- 1 --- / / I 1 J
F / \CLASS B DB8
DB9 \ DB9 `\
— , / / • / ,'' DB7 _ �A:0.19\AC \\ La=110' \ /
O _�Pk& Alf .DB8 \\ Q'N0=0.44 \ / \ Wu=4.5'
SF -- \ 5 SFO / / Q10 0. 9cfs DA:O.�AC \ \ \ OP I /
' / D .0.2 /AC ' "/' Q10=0.48 `\ \ `� P WI=11 I /
�/ _ / ,' _ ` \\ 1�\ \ ST3 1 I CLA �S B RI RAF
0-40.50�fs
ST8 \/ r
`ST
—---------
----
ST9 \ I I I/ I / DB5
DA:0.39AC II I I I I \\ / //
`\\ I Q10=0.89cfs I
�_ `\ \�\ \�� \ I I I I I 1 •• � I JI � I I I � I I � I I
/ // // INDIVIDUAL LOT
/
`i \ \ •/•\ ��\.' /�� �— , ' I / / ; ;
PRACTICE — E
/01 — ---- LDB5 SLOPES >2%
/ \D :0.43 AC .10
If '-------\ =0 99cfsSILT FENCE S
ILT FENCE OUTLET
TWD CD _4
TYP TYP.
.3 I \
• 1 I
OP SF � `� I � � \\ 1\ \ WI=�45' / -- 6 •,� `/µ/ - � 0� .• / i i 11 I\ /\ /\ /\ /\ /\
ST5 ST6
SFO TWD ,' 1 1 1 \I / 1 II IP /` ���/ I ROCK CHECKDAM
�'
T _-- --- -- 1 I
/ P. I
TWD ��-- EXCAVATED SEDIMENT
r'w 0� �A PIT -2' DEEP
ST2 DB3 ��\��� �O\Zj DIVERSION BERM
I / / � / _ \\ TWD \ DST1 DB3 DA:0.62 AC \ / /� O �\-\ SEE NOTE #4
I 4 I �/ __ ' \ \ TI'P�I► DB2 CD Q10=1.42cfs ��
CD ,/� DB1 DB1 `\ DA�� 26 A l • \` �� • i 1 \\ TYP. I / • i O�O"i �a (:6
\ Q10—Q.60 \ \ \ \ \ �, / O Qi
11 ; / - DA:0.34 AC \ \ . \ \ \ \ 1 1 ,� \ / / O .0 � i\O
// / /r' �� • Q10=0.78cfs. \\\ .\\\ \ \I\\\ \\\ \I\ \ 11\ 1\ \\\ % C_
1poSLOPE
SF /y° MATCHLINE
,' V ' \\ �\ \\ _ GRAPHIC SCALE
SF o
IN FEET
1 inch= 60ft.
/
LOT #
EROSION CONTROL
MEASURE(S) REQUIRED
36
C,E
37
C,E
38
A,C,E
39
B,D,E
41
A,C,E
42
C,E
43
C,E
44
C,E
45
A,E
46
A,E
47
A,E
48
A,E
49
B,E
50
C,D
51
D,E
52
C,D,E
53
A,C,E
54
A,E
55
A,E
56
A,E
57
A,B,E
58
C,E
INDIVIDUAL LOT
PRACTICE —A
M SILT FENCE J M
SEE NOTE #1
SILT FENCE OUTLET
SEE NOTE #2.
Z\
PROPERTY LINE
SLOPE
RESIDENTIAL
DRIVEWAY
CONSTRUCTION
ENTRANCE
INDIVIDUAL LOT
PRACTICE — B
30'
PROPERTY LINE
SILT FENCE
SEE NOTE #1
SLOPE
SILT FENCE OUTLET
SEE NOTE #2.
RESIDENTIAL
DRIVEWAY
CONSTRUCTION
ENTRANCE
30'
X X X
INDIVIDUAL LOT
PRACTICE — C
X X
30'
PROPERTY LINE
SILT FENCE
SEE NOTE #1
SLOPE
SILT FENCE OUTLET
SEE NOTE #2.
RESIDENTIAL
DRIVEWAY
CONSTRUCTION
ENTRANCE
30'
INDIVIDUAL LOT
PRACTICE — D
ON,
SLOPE
PROPERTY LINE
SILT FENCE
RESIDENTIAL
DRIVEWAY
CONSTRUCTION
SILT FENCE ENTRANCE
r OUTLET
I SEE NOTE #2.
SILT FENCE
0
CD
O N
N LL
Onrn 0k
a
s U R R c
COZLL A. 2
p J
V O 32� E
�j LL
z
Lua,
W
N
rW
V )
i
z
z
O
J
�
r—
V J
a
_
U
Z
Q
m
Z
J
r n
V)
�
0
J
O
W
�
o�
U
�
w
F_
Q
It
Z
O
J
2
U
Lu
z
w
Lu
Lu
U
_O
Cl)
z
oc
O
OU
Lu
Lu
2
REVISIONS
DESIGNED BY:
TAP
DRAWN BY:
TAP
CHECKED BY:
APM
SCALE:
1 " = 60"
DATE:
4.11.22
PROJECT NUMBER:
19080321-02
C4.0

`• ' � i it ,!ti � i I ; i � ' i i \ � \ r/w \ � I , ' I I � - 7i- 1k � \ i � ; i ' i � � � F � �"
1000,
I I �
'v/J
IN.
/ I �
co \/
\ \\ \ \ \ \ \ \ \
\\ \ \ \ \ \\ \ \
N C�013
P
N
\ \\ \\ \\ COS% 0:) �-�
\\\ \\\\\\\\\\\\\I\\\\ O 6)
\ / I
I � /
I I
\ I
I I /
I / \
\ \ I
\ 1
I
I
I l;
I •I
� 1 IIII
I
I I
I I I•
I I I• I
1 1
0 /
?
��� O
� co Z I
C� co '� ' \
\ - r/w
/ CAW - -
O
Mla
108+1
N I
a
- Q
041 5 ;
;y 4.11.22
2�%ANC I NE�Q �%J,`�
P. M
r/v M „8 M g CI t� I ' ' ' f / >2 Q
/ / N IL)S >
M „g J I I I; i / � � l�' � -0 IL)
rIW I I O � t�
N LfC
F I I I I I I I F �' _ mo w
m
_ -� CULVERT3
F �- � •�, �
R(F � F F / �� ,�
F F
`I zi NV.:324.0 F . . . •
F \ I� r, m w O
IL
N� x LL Z
V.:322.8
,�L
�`
110000,
-�
F I
Z
op
Q > N
O
BLANKET 10 , II III �F IIIII IIII II II F I
ter. RESIDEN
AND UTILITY I , II III ' II I,III
I I " EASEMENT, TYP. SETBACK
� ?
�
III � I II I IIIIII I, F F I,, III, I
�^ IIII II, F II IIII III, III, I, III F/ I I III � ��.'
�^ �I;; " ''Il;;' �il,i� F F F F F F F F F F I ,i' III, '� I, � •�
,I IIIII III,( II, F F F F %'� F III, III �
�I �I, III III F F I
+
MAIL KIOS� 5 KS 110 I3 36
II III II, IIII F F . F F IIII
R 90.0' I 3
of
F 00
WATER- -
''' METER, TYP \\/
�/ � / 37
❑
I I
F F \ ❑ @YDRANT
ASSEMBLY, TYP. j 3
F F F F lc
/
F F F
F F /
F I ; ' � i I i ; , ; ' I I I i ; ; ; ' ' i � I i ; ' ' ' i \ O a
I I' i i; l l V`O duo Mi,� M%8X"' /
A F F F IFF ;' i' I I I I'''i'Oo'"� N\�UJ�_ M '�
F CULVERT 5-4
F F F F i i l l,
�i F F� F 24 RCP
M' / \
� Na F F/ � 1 , I I i � ' INV.:324.0 i I ; i ; ' ' � � ' / �
��u ` ` F v F F F F F i i' �I\1V.:322.8 i ;, i' i I, i / M$ �.. AMP//
00Ff, l M
04' %-u `7 00 -�O F F F I 1 i i i ��' / I CULVERT
O F F 18" RCP
C� �00 00 �i{) �`� F /F i' i i i ; I' i i i i l i I,> I I I i,, k -/ INV.:328.0
�,
Oti i i \ 5 / 51 INV.:327.0'
0000,
✓ I , I I I ,�� �� I10001,
52
-/0 i I / \ �•
I I I ® / q:) 20 0 /
I �
I I 46 / / / I I ❑ • / � /
Io2 I ,
I I I I I I I I I I
%
48 CULVERT �
C \
24" R ' I \ , 1/
o 8+(�0 INV.:33 i O ��
I
I
INV. :329. ' 10
' � i;; i;'' � i i ' � I;'i M„a � I I,; i' I I � I, 6 _ _ _ � _ r� B � .• /
/ f 8„ W
—.
F
8W w�
lii;;i'' � i M� IIIII,( II 'Ill,, III II � II I IIII III III
I I I, ' I I I 4 I I ,, , I I I I I I I I, • I, I I I I I I I I I,
V
I;' I, I, I I ' I i� I I I' � I ' I I'' I I,;' ' I I I I •.
`J
I � I I I I I I, I I I I I I, I •� O
III V
07
`V J
I
w a �q,
O `V✓
�w Y �`-
7 �O
'p
o
F I
I , ❑
I I I I I I ' • � I I I I I, ( I I I I I I I I I I,, '� � I I I, � I „ � � � I
I I I I I I ' I I I I, I I I I I I I I I I , '� � I I I I I I I „ � •
ti A
O��O /
• '� � I I I''' � I I I'''', I I I''' I I I I I''' I� I I I � / ;;; i i i •• 4V • I I I I I I I I'' I I I I I I I I I I ' I I I I I I i i''' I I I `'✓
0
0
N
O N
N LL
Onrn 0k
� a
U R c
o 3 V
p J
V O 32� E
�j LL
W Z
Lu
l rn
N
W
V /
T�
Z
z
O
J
It
^�
V J
a
_
U
M0
W
z
�
Z
0
W
ULu
Lu
Q
Zz
J
O
w
Lu
Lu
Q
U
U
J
z
Er
Lu
—
O
VJ
LLJ
2
REVISIONS
DESIGNED BY:
APM
DRAWN BY:
APM
CHECKED BY:
APM
SCALE:
1"=60'
DATE:
4.11.22
PROJECT NUMBER:
19080321-02
C5.0

F
EXTEND CRUSHED ABC 6"
BEYOND EDGE OF PAVEMENT
EXTEND BACKFILL 18"�
BEYOND CRUSHED ABC
LABEL DESCRIPTION
DEPTH WIDTH
1A
SF 9.513 ASPHALT SURFACE COURSE
V
20'
1 B
SF 9.513 ASPHALT INTERMEDIATE COURSE
V
20'
�2
CRUSHED AGGREGATE BASE COARSE
6"
21'
�3
CLASS 2 OR BETTER SELECT BACKFILL
8" MIN.
24'
®
COMPACTED SUBGRADE
----
LABEL
* DITCH FORESLOPE WIDTH WILL VERY BASED
ON DITCH CENTERLINE GRADES NEAR
CULVERTS. SEE PLAN FOR TOTAL WIDTH.
DESCRIPTION
WIDTH
A
ASPHALT PAVEMENT
20'
B
CRUSHED ABC STONE
6"
C
STABILIZED EARTHEN SHOULDER
5' - 6"
D
DITCH FORE SLOPE
5'*
E
DITCH BACK SLOPE
4'
F
RIGHT OF WAY (TOTAL)
50'
MATERIALS DIMENSIONS
NOTES:
1. PAVEMENT WIDTHS, RIGHT OF WAYS, ROADWAY DIMENSIONS, AND PAVEMENT DESIGNS SHALL BE AS
SHOWN HEREIN UNLESS OTHERWISE SPECIFIED. WHERE DISCREPANCIES OCCUR, IF ANY, CONTACT THE
ENGINEER FOR DIRECTION.
2. ALL SUBGRADE SHALL BE COMPACTED, PROOFROLLED, AND/OR TESTED FOR DENSITY AS PROVIDED IN THE
SPECIFICATIONS PRIOR TO PLACEMENT OF ANY PAVEMENT SECTION MATERIALS OR CURB AND GUTTER.
DETAIL S2 - TYPICAL PAVEMENT AND ROW SECTION
NOT TO SCALE
NOTE:
1. DETAIL ADAPTED FROM NCDOT POLICY MEMORENDUM "POLICY FOR PLACEMENT AT MAIL CLUSTER BOX
UNITS IN SUBDIVISIONS", SEPTEMBER 2015.
DETAIL S4 - MAIL KIOSK 1 AND ROAD TURN -OUT
NOT TO SCALE
STA. TO STA.
Remarks
STA. TO STA.
Remarks
Noble Heart (Right side)
Royal Ella - Caste Pond (Right side
98+98
98+00
Grass Lined
82+00
81+00
Grass Lined
98+00
97+00
SC150
81+00
80+00
Grass Lined
End of ditch
80+00
79+00
SC150
Culvert 8-9
Noble Heart (Lefts ide)
98+98
98+00
Grass Lined
78+67
77+00
Grass Lined
98+00
97+00
Grass Lined
77+00
76+00
SC150
97+00
96+00
SC150
76+00
75+00
SC150
96+00
95+53
SC150
75+00
74+00
SC150
Culvert 4-55
End of ditch
90+00
91+00
Grass Lined
Royal Ella -Caste Pond (Lefts ide)
91+00
92+00
Grass Lined
87+00
86+00
SC150
92+00
93+00
Grass Lined
86+00
84+69
SC150
93+00
94+00
Grass Lined
Culvert 6-7
94+00
95+00
SC150
95+00
95+53
SC150
82+00
83+00
Grass Lined
Culvert 4-5
83+00
84+00
Grass Lined
84+00
84+69
Grass Lined
Royal Ella - Caste Pond (Right side)
Culvert 6-7
82+00
83+00
Grass Lined
83+00
84+00
Grass Lined
81+00
80+00
Grass Lined
84+00
84+70
Grass Lined
80+00
79+00
Grass Lined
Culvert 6-7
Culvert 13-9
86+68
84+69
Jute Mesh Lined
79+00
78+00
SC150
Culvert 6-7
78+00
77+00
SC150
77+00
76+00
SC150
87+25
88+69
Grass Lined
j 76+00
75+00
SC150
End of ditch
75+00
74+00
SC150
End of ditch
W W 7- MAIL
J J TURNOUT
2' MIN.
_ Q Q CBU _
CONCRETE
O O PAD FOR CBU
0 0 1 % SLOPE
W W SLOPE
2%
\\ \\� SEE BELOW
.................
...............
I
SEE FIGURE 1 PAGE 39,
"NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION
NOTE:
SEE STOP SIGN
.......
STANDARDS JANUARY 2010" FOR LOCAL AND COLLECTOR ROAD DIMENSIONS.
MAINTAIN RAN OFFSET
r/w
.::::::::..
z
DETAIL S9
r/w
� �R\PNG�E
SIGH 10'
��
�:::::::
_
�
EXPANSION JOINT W/ 2"
AROUND CBU TURNOUT
WI.........
CONCRETE
R15',
�?
�� 70' ��
R3:0:::::::::
...
ASPHALT
TURNOUT
PRE -MOLDED JOINT
PAD FOR CBU
TYP.
W........
.........
FILLER
6'
1" SURFACE
EO:P::::::::::::::::::::::::::::::::::::::::::::::::::::
COURSE
15'
2.. r......
15,
RE:SI:DE{VTIAL:ROAD::::::::::::::::::::::
1" INTERMEDIATE
a
4
COURSE
.....
.....
6X6-W1.4X
.....................
----------------
BASE COURSE
W1.4 WWF
NOTE:
Q.....
0.....
6" CABC
i i \"� i i i\ �`' ' ,i i \ice \ i�
4 CABC BASE
1. STOP SIGNS PLACED AT
RESIDENTIAL ROAD CORNERS,
r��^'
.....
�.....
COURSE
OR PER PLAN
a.:.:.:.:.:
�0.....
COMPACTED SUBGRADE
o� c�
�.�.�.... .
SUBGRADED
DETAIL S3 - TYPICAL INTERSECTION DIMENSIONS
NOT TO SCALE
NOTE:
1. DETAIL ADAPTED AND MODIFIED TO FIT SITE -SPECIFIC DESIGN
REQUIREMENTS FROM NCDOT POLICY MEMORANDUM "POLICY
FOR PLACEMENT AT MAIL CLUSTER BOX UNITS IN SUBDIVISIONS",
SEPTEMBER 2015.
DETAIL S6 - MAIL KIOSK SECTION
NOT TO SCALE
NOTES:
1. THIS DETAIL IS FOR ROADWAY DIMENSIONAL PURPOSES ONLY.
2. REFER TO TYPICAL SECTIONS FOR ROADWAY DETAILS.
DETAIL S7 - TYPICAL CUL DE SAC DIMENSIONS
NOT TO SCALE
TYPICAL LOT DIMENSIONS
NOT TO SCALE
36"
SETBACK
20'
SETBACK
TYPICAL CORNER LOT DIMENSIONS
NOT TO SCALE
DETAIL S8 - TYPICAL LOT DIMENSIONS
NOT TO SCALE
o­11m
HIGH VISIBILITY RETRO-REFLECTIVE
041�SIGN AND LETTERING PER NCDOT
M ST0 STANDARDS
o M
0
�� 1.
METAL POST TO BE GALVANIZED. ALL BOLTS,
NUTS, WASHERS, AND SCREWS MUST BE
O U Q
RUSTPROOF. SIGNS SHALL HAVE 3/4" HOLES
m - 13�
Q ? O
FOR ALIGNMENT WITH HOLES IN METAL
W
POST. MOUNT WITH 3/16" x 2-1/4" BOLTS,
TOPS AND BOTTOM OF SIGN.
2.
SIGNS WILL BE FABRICATED BY USING A HIGH
INTENSITY SHEETING AS PER NCDOT
SPECIFICATIONS.
3.
SIGN LOCATION SHOWN ON PLANS ARE
N
APPROXIMATE AND MAY BE ADJUSTED TO
MEET FIELD CONDITIONS. ADJUSTMENTS ARE
DIRECTED OR APPROVED BY THE
CONSTRUCTION MANAGER.
4.
ALL SIGNS SHALL BE FABRICATED AND
ERECTED IN ACCORDANCE WITH THE PLAN
DETAILS, THE WANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD)' AND THE
SPECIFICATIONS.
5.
THE CONTRACTOR WILL, IF REQUESTED BY
THE CONSTRUCTION MANAGER, REMOVE
ANY EXISTING SIGNS THAT ARE DUPLICATED
OR THAT ARE CONTRARY TO THE PLANS. NO
SEPARATE PAYMENT WILL BE MADE.
DETAIL S9 - STOP SIGN DETAIL
NOT TO SCALE
TOPSOIL MIXTURE
TAMPED AND
WATERED
BREAK SUBSOIL WITH PICK
PRUNE PROPORTIONATELY TO
COMPENSATE FOR REDUCTION
OF ROOTS AND TO PROMOTE
NATURAL GROWTH
TRANSPLANTED SHRUB SHALL BE 1 z IN.
HIGHER IN RELATIONSHIP TO FIN. GRADE
AS TO GRADE WHERE PREVIOUSLY
PLACED
2" MULCH ABOVE FINISHED GRADE, FULL
WIDTH BETWEEN BUILDING AND
SIDEWALK, 2' RADIUS ELSEWHERE
'i— 6"
3" TOPSOIL BERM TO FORM
SAUCER
18" MIN
DETAIL S10 - SHRUB PLANTING DETAIL
NOT TO SCALE
TREES DESIGNATED INPLANT
LIST SHALL BE WRAPPED W/
HEAVY CREPE PAPER (6"-10"
WIDE) SPIRALLY FROM
GROUND TO HEIGHT OF 2ND
BRANCHES (SECURE W/ CORD)
NEW OR USED 2-PLY
REINFORCED RUBBER
GARDEN HOSE
TRANSPLANTED TEE SHALL
BE 12" HIGHER IN
RELATIONSHIP TO FIN.
GRADE AS TO WHERE
PREVIOUSLY PLANTED
LEAVE BURLAP ON BALL
Z_
00
BREAK SUBSOIL WITH
PICK
TWO LAYERS OF
MIRAFLO FABRIC
(HIGH WATER TABLE 04
CONDITION)
GRAVEL (HIGH WATER TABLE
CONDITION)
NEVER CUT A LEADER
ol THIN BRANCHES BY 3
RETRAIN NORMAL TREE
SHAPE
L TWISTED GALV. WIRE
DETAIL S11 - TREE PLANTING
NOT TO SCALE
12 GAUGE
2"x2" TREATED PINE STAKES
REMOVE TOP 3 OF BURLAP
2" MULCH LAYER, 3' RADIUS
FOR UNDERSTORY TREES, 4'
RADIUS FOR CANOPY TREES
2" MULCH LAYER
3" TOPSOIL BERM TO FORM
SAUCER
-TOP SOIL MIXTURE
LIGHTLY TAMP SOIL UNDER
BALL
LIGHTLY TAMP SOIL
UNDER BALL
DETAIL S12 - EVERGREEN TREE PLANTING DETAIL
NOT TO SCALE
GUARDS &
VIRE
VE TOP 1/3
IRLAP
LCH LAYER
IVER ROCK, OPTIONAL)
SAUCER
ROUND PIT
12"x 2"x 24" STAKES
RIVEN BELOW GRADE
OP SOIL MIX
N
rW
V ,
n�
I
Z
z_
O
J
O
rn�
V /
�
a
_
U
0
_
J
Q
z
w
0
z
r n
v J
0
w
W
(%�
U
LIJ
Q
<
z
z
J
Q
2
Q
w
LLJ
LLJ
U
U
0
z
0
LE
Q
r
0
U
ILU
r
0-
=
REVISIONS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
NONE
DATE:
4.11.22
PROJECT NUMBER:
19080321-02
C7.0

NOTE:
SLOPES TO BE STABILIZED WITHIN 7 DAYS.
DITCHES TO BE LINED WITH RECP PER WASTE MATERIAL -COMPACT, SEED &
THE DIVERSION BERM AND PROPERTY MULCH AFTER CONSTRUCTION OF
LINE DITCH SUMMARIES, BELOW. DITCH.
2' MIN.
VAR. TEMP. DIVERSION BERM: 6'
2'- 10PROPERTY LINE DITCH: 9'
F
12", MIN.
-I F
M M
-I
- III III
2:1 MAX SLOPE FOR
TEMPORARY DIVERSIONS.
3:1 TYP. FOR PERMANENT
PROPERTY LINE DITCHES
CROSS SECTION
CONSTRUCTION
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES,
BRUSH, STUMPS OR OTHER OBJECTIONABLE
MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS
SECTION MEETS ALL DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER
AT ANY POINT THAN THE DESIGN ELEVATION PLUS
THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO
PERMIT MACHINE REGRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER
CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE
LESS THAN 30 WORKING DAYS.
DB1
NO
LINING
DB2
NAG S75
DB3
NO
LINING
DB4
NO
LINING
DB5
NO
LINING
DB6
NAG S75
DB7
NO
LINING
DB8
NO
LINING
DB9
NO
LINING
NPDES Stormwater Discharge Permit for Construction Activities (NCG01)
NCDENR/Division of Water Quality
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
r�
l u 1 Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
L� Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
TEMPORARY SEEDING SCHEDULE
DATES SPECIES RATE (LB/ACRE)
JAN 1 - MAY 1 RYE (GRAIN) 120
KOBE LESPEDEZA 50
MAY 1 - AUG 15 TALL FESCUE 40
NOV 1 - DEC 31 RYE (GRAIN) 120
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE
10-10-10 FERTILIZER.
MULCH
APPLY 2000 LB/ACRE SMALL GRAIN STRAW AND TACK WITH ASPHALT OR CRIMP.
EXTENT OF HARDWARE CLOTH
tiLtiLtiLtiLtiLtiLtiitiLti-LtiL;LtiL
SEDIMENT PIT
FRONT ELEVATION
SPECIFICATIONS
1/4" SQUARE MESH, 19 GA. STEED
HARDWARE CLOTH ON WOVEN WI
FENCE FABRIC
#57 STONE
2
2' 1
SEDIMENT
PIT
-IIII I ICI I I I II I I
SECTION
1. REFER TO THE APPROVED EROSION CONTROL PLAN FOR LOCATION OF THE OUTLET BEFORE COMPLETING INSTALLATION
OF THE SILT FENCE.
MAINTENANCE
1. INSPECT THE SEDIMENT FENCE OUTLET AFTER EACH SIGNIFICANT RAINFALL EVENT. REPAIR ANY EROSION AND PIPING
HOLES IMMEDIATELY.
2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH; A STAKE SET AT THE CLEANOUT
LEVEL IS HELPFUL.
3. CLEAN OR REPLACE STONE IF CLOGGED. REPLACE ANY STONE DISLODGED.
4. AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN STABILIZED, INSPECTED, AND APPROVED, REMOVE THE
STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH SITE TO BLEND WITH ADJOINING AREAS AND STABILIZE.
SFO SEDIMENT FENCE OUTLET DETAIL
NOT TO SCALE
MAINTENANCE
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE. TOPDRESS RYE SEEDED IN FALL OR EARLY WINTER WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS
1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL EVENT
NECESSARY TO EXTEND TEMPORARY COVER OF RYE BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE LESPEDEZA IN LATE
FILTER FABRIC MATERIAL
ATTACHING TWO SEDIMENT FENCES
OF MORE THAN z". IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR
FEBRUARY OR EARLY MARCH.
SECURELY FASTENED TO THE
THE DIVERSION RIDGE.
POSTS AND THE WIRE MESH-
1. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. REPAIR/REPLACE
PERMANENT SEEDING SCHEDULE FOR GRASS -LINED CHANNELS
APPROXIMATELY 12 INCHES
CHECK DAMS AS REQUIRED TO PROVIDE FLOW DISSIPATION AND VELOCITY REDUCTION.
DATES SPECIES RATE (LB/ACRE)
OF FILTER FABRIC MATERIAL
PLACE THE END POST
2. ONCE THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND
BEST
MUST EXTEND INTO A
OF THE SECOND
THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY
AUG 15 - OCT 31 TALL FESCUE 200
STEEL POST
TRENCH AND BE ANCHORED
WITH COMPACTED BACKFILL
FENCE INSIDE THE END
STABILIZE IT.
POSSIBLE
FEB 1 -APR 15
MIN . LEENGNGLB/FT, TH 5'
MIN.
MATERIAL
RUNOFF
i POST OF THE FIRST
J FENCE
TEMPORARY DIVERSION BERM/
_______
__
ROTATE BOTH POSTS
DB PERMANENT PROPERTY LINE DITCH DETAIL
NURSE PLANTS
\�%\y/\
=;: \\jam\'�
AT LEAST 8
_ DEGREES INA
NOT TO SCALE
PRIOR TO MAY 1 OR AFTER AUG 15, ADD 40 LB/ACRE RYE (GRAIN).
CLOCKWISE DIRECTION
\/\ \/
/
� APPROXIMATE
TO CREATE A TIGHT
SEAL WITH THE FABRIC
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE
(MIN) �//\
\/\
//\\//\j 8-INCH DEEP
\/\\/\ TRENCH
MATERIAL
DIRECTION OF RUNOFF WATERS
10-10-10 FERTILIZER. OPERATE TILLAGE EQUIPMENT ACROSS THE WATERWAY.
/\
/\/\
\//\ \//\\/�\
+ + DRIVE BOTH POSTS
MULCH
_ ABOUT 10 INCHES INTO
USE A ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF CHANNELS AND DITCHES AND STAPLE SECURELY. THE
24 INCHES
THE GROUND AND
-� BURY FLAP
LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW.
4"
RUNOFF FROM R/W
C%r-l-%Tif-%K I
50'
GEOTEXTILE FABRIC
CONSTRUCTION
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER
OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS
AND SMOOTH IT.
3. PROVIDE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE
PLANS AND SMOOTH IT.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN
AREAS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN
PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE
1.MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY PERIODIC TOPDRESSING WITH 2-3 INCH
STONE. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR
TRACKED ONTO PUBLIC ROADWAYS.
MAINTENANCE
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR. FOLLOW
RECOMMENDATIONS OF SOIL TESTS OR USE 150 LB/ACRE OF 10-10-10. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES.
PERMANENT SEEDING SCHEDULE FOR AREAS OTHER THAN CHANNELS
SPECIES RATE (LB/ACRE)
3:1 AND STEEPER SLOPES SLOPES FLATTER THAN 3:1
TALL FESCUE 100 80
HULLED COMMON BERMUDA 40 40
AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED.
NURSE PLANTS
PRIOR TO MAY 1 OR AFTER AUG 15, ADD 40 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
FALL: AUG 25 - SEP 15 AUG 20 - OCT 25
LATE WINTER: FEB 15 -MAR 21 FEB 1 - APR 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE
10-10-10 FERTILIZER.
MULCH
APPLY 2,000 LB/ACRE GRAIN STRAW. ANCHOR BY TACKING WITH ASPHALT OR CRIMPING. ON SLOPE 3:1 OR STEEPER ANCHOR
STRAW WITH NETTING.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR TWICE A YEAR, BUT
MOWING IS NOT NECESSARY. REFERTILIZE, RESEED AND MULCH DAMAGED AREAS IMMEDIATELY.
SPECIFICATIONS
1. PLOW COMPACTED AREAS 6 INCHES DEEP.
2. APPLY TOPSOIL IF AVAILABLE.
3. APPLY LIME AND FERTILIZER UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER
IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION.
4. UNLESS HYDROSEEDING IS USED, BREAK UP LARGE CLODS. IF SURFACE IS SEALED, LOOSEN IT IMMEDIATELY BEFORE
SEEDING BY RAKING, DISKING, HARROWING OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN
3:1 ON THE CONTOUR BEFORE SEEDING.
5. EVENLY APPLY SEED USING A CYCLONE SEEDER (BROADCAST), DRILL, CULTIPACKER SEEDER OR HYDROSEEDER. SMALL
GRAINS SHOULD BE PLANTED NO MORE THAN ONE INCH DEEP, GRASSES AND LEGUMES NO MORE THAN 1/2 INCH.
6. BROADCAST SEED MUST BE COVERED BY RAKING OR CHAIN DRAGGING AND THEN LIGHTLY FIRMED WITH A ROLLER OR
CULTIPAKER. HYDROSEEDED MIXTURES SHOULD INCLUDE A WOOD FIBER (CELLULOSE) MULCH.
7. IN AREAS NOT HYDROSEEDED, MULCH WITH GRAIN STRAW. SEE SEEDING SCHEDULES.
FILTER FABRIC
SPACING OF POSTS TO BE 8 MATERIAL
FT MAX APART
FOR ADDITIONAL STRENGTH
FILTER FABRIC MATERIAL
SHALL BE ATTACHED TO A 6"
(MAX) MESH WIRE SCREEN
WHICH HAS BEEN FASTENED
TO THE POSTS
24" MAX MOUNT TREE PROTECTION SIGNAGE TO SILT
FENCE EVERY 25'
BACKFILLED TRENCH
"TREE PROTECTION AREA
DO NOT ENTER.
\\\�� ZONE DE PROTECSION
PARA ARBOLES - NO ENTRE"
SEDIMENT FENCE INSTALLATION USING THE SLICING METHOD
1.25 LB/FT STEEL
FENCE POSTS
M
N
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS
OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS
CONFORMING TO THE REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN
PART IN TABLE 6.62B. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET
RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF
EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO
1200 F.
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL
WITH A MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE
PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE
FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES.
CONSTRUCTION
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24
INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND
VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE
LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,
SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET
MINIMUM OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH
SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE
REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST.
WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8
FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE
GROUND A MINIMUM OF 24 INCHES.
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT
REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC
DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50
POUND TENSILE STRENGTH.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP
ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER
(FIGURE 6.62A).
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE
TRENCH.
9. BACKFILL THE TRENCH WITH COMPACTED SOIL PLACED OVER THE FILTER
FABRIC. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE
PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
INSTEAD OF EXCAVATING A TRENCH, PLACING FABRIC AND THEN BACKFILLING TRENCH, SEDIMENT FENCE MAY BE INSTALLED USING SPECIALLY DESIGNED EQUIPMENT THAT INSERTS THE
FABRIC INTO A CUT SLICED IN THE GROUND WITH A DISC.
INSTALLATION SPECIFICATIONS
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM
WATER PRESSURE.
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH
EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID
STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS.
MAINTENANCE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. 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.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
CD
25
N
w
N
0CD
6 W,LL
o ^ T 0
a
o z LL ,q 0
R'o 3:1
U o 3 E
w
N
rW
V )
T<
1
L•J
V )
M)
W
r�
V )
W
U
^J
W
U
Z
REVISIONS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
NONE
DATE:
4.11.22
z_
J
Q
U
z
z
0
LLI
It
2
Y
LLI
LLI
Er
U)
Er
0
LLI
2
PROJECT NUMBER:
19080321-02
CE TEMPORARY CONSTRUCTION ENTRANCE DETAIL
SS
TEMPORARY & PERMANENT SEEDING
( )
SF SEDIMENT FENCE DETAIL
NOT TO SCALE
C7.2

PIPE OUTLET CONDITION - PIPE OUTLET TO FLAT
AREA WITH NO DEFINED CHANNEL
FLAREDruin CC/ TIll�l nr i icrrn
A
PIPE OUTLET CONDITION - PIPE OUTLET
TO WELL-DEFINED CHANNEL
FLAREh ruin errTinni nr i ierrn
IIN.)
La
0% SLOPE
d5o
FILTER CLOTH
KEY IN 6"-9"' RECOMMENDED
FOR ENTIRE PERIMETER
SECTION A -A
Do
3Do
La
W
CULVERT 7-6
24"
6'
11'
13'
CULVERT 5-4
24"
6'
11'
13'
CULVERT 9-8
18"
4.5'
10'
11.5'
CULVERT 3-2
48"
N/A - EMBEDDED FOR STREAM
SPECIFICATIONS
La
0% SLOPE
d5o
7RECOMMLTER CLOTH
KEY IN 6-9COMMENDED
FOR ENTIRE PERIMETER
SECTION A -A
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES
SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE
SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE
FILLED BY INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM
PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING
ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP A
MINIMUM OF 1 FT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER.
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY
WEATHER -RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE RIPRAP AT
THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT
THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION
OF THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION.
MAINTENANCE
1. INSPECT RIP -RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIP -RAP HAS TAKEN PLACE, OR IF STONES HAVE
BEEN DISLODGED. PROMPTLY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
OP OUTLET PROTECTION
NOT TO SCALE
UPSTREAM UPSTREAM END
END OF OF STORM DRAIN
STORM DRAIN OVERFLOW
- 411 EXTERIOR
PLYWOOD
- d
1/3 PIPE
- a
a DIAMETER
- a
�-- 4" EXTERIOR
PLYWOOD a 4a . a .� PLYWOOD
7 �� EIGHT= PIPE a �a WASHED
DIAMETER #57 STONE
1/3 PIPE
L - - - - - I - - II = DIAMETER
PLYWOOD WIDTH = BURY THE BOTTOM
1.5 x PIPE DIAMETER OF THE PLYWOOD
NOTE:
ALL PARTIALLY COMPLETED STORM DRAINS, UP TO 24" PIPE SIZE, SHALL BE PROTECTED AT THE END OF EACH DAY IN
ACCORDANCE WITH THESE DETAILS.
SPECIFICATIONS:
1) STORM DRAIN INLETS MUST BE PROTECTED DURING ALL PHASES OF CONSTRUCTION, EVEN WHILE THE PIPE IS
BEING LAID AND BEFORE JUNCTION BOXES AND INLET STRUCTURES ARE IN PLACE.
2) THESE DEVICES SHALL BE INSTALLED ACROSS THE UPSTREAM PIPE OPENING AT THE END OF EACH WORK
SESSION AND REMOVED AT THE BEGINNING OF THE NEXT.
3) IF THE PIPE WILL NOT BE EXTENDED FOR A PROLONGED TIME PERIOD GRAVEL AND RIP RAP HORSESHOE INLET
PROTECTION WITH APPROPRIATE STORAGE SHALL BE INSTALLED TO REPLACE THE PLYWOOD STRUCTURE.
4) THESE DEVICES ARE TO BE USED ON THE PIPE IN SMALL STORM DRAIN SYSTEMS THAT ARE NOT LOCATED IN
LIVE STREAMS WITH LARGE WATERSHEDS OR WATERCOURSES WHERE THEIR USE COULD CAUSE UPSTREAM
FLOODING.
5) THESE DEVICES ARE MADE OF PLYWOOD OR STEEL FENCE POSTS, HARDWARE CLOTH, AND WASHED STONE.
PROTECTION FOR THE OPEN END OF STORM DRAINS SHALL BE INSTALLED ACCORDING TO THE STANDARD
DETAIL AND THE APPROVED EROSION CONTROL PLAN.
MAINTENANCE
1. INSPECT INLET PROTECTION AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A INLET PROTECTION COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REDUCE PRESSURE ON THE INLET PROTECTION. TAKE CARE TO AVOID UNDERMINING THE INLET
PROTECTION DURING CLEANOUTS.
IP DRIVEWAY CULVERT PLYWOOD INLET PROTECTION
NOT TO SCALE
USE A MINIMUM
OF 2
STAKES ON UPSLOPE
SIDE
FLOW
R
O
GROUND
I I I I I
USE A MINIMUM OF 4 STAKES
ON DOWNSLOPE SIDE
•,i;��; s; Sr: �,;o••:•• �:•:�%Li•'� �3;`::'�i � 4;; ,OHO ��S �•:
�!•!s::•i`::.:L<:�zxii:: �ii�ioil..�`..jc. �!►<1li:S�<:i':'!il�:S�O12•rSs?
I I I I I I I I
PLAN VIEW
MIN. 2 STAKES ON UPSLOPE
GROUND
I I �-
MATTING
V-DITCH SECTION VIEW
11811�•!./
1
MINIMUM 4 STAKES ON
DOWNSLOPE
MINIMUM 4 STAKES
ON DOWNSLOPE
7,0P
Op OF�ANk
oo�N194
ISOMETRIC
VIEW
STAKES.
ANGLE STAKES
TO WEDGE
WATTLE ONTO
GROUND
MATTING
STAKE INSTALLMENT
CROSS SECTION
WEAVE STAPLES THROUGH MESH,, A TTIAI/�
w�
APLES
STAPLE
STAPLES
JSTALLMENT
SECTIONS
NOTES:
1) USE A MINIMUM 12 INCH DIAMETER EXCELSIOR WATTLE.
2) USE 24 INCH LONG WOODEN STAKES WITH A 2"x2" NOMINAL CROSS SECTION.
4) INSTALL WATTLE(S) TO A HEIGHT ON SLOPE SO FLOW WILL NOT WASH AROUND WATTLE AND SCOUR SLOPES, OR AS DIRECTED.
5) INSTALL A MINIMUM OF TWO UPSLOPE STAKES AND FOUR DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND AT BOTTOM.
6) PROVIDE STAPLES MADE OF 0.125 INCH DIAMETER STEEL WIRE FORMED INTO A U-SHAPE NOT LESS THAN 12 INCHES IN LENGTH.
7) INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
8) AFTER INSTALLATION OF STAPLES, CHINK ANY GAPS BETWEEN WATTLE AND GROUND WITH MATTING.
TWD TEMPORARY WATTLE DAM DETAIL
NOT TO SCALE
TOP OF BANK (VARIES)
- TOP LENGTH -
BOTTOM LENGTH
2:1
TOP 2:1 BOTTOM
WIDTH WIDTH
a BOTTOM
LENGTH, TYP.
TOP OF BANK
FG (VARIES)
(3) COIR FIBER
BOTTOM OF 3" - 6" BAFFLES, TYP.
DITCH FG
I II
�
LEVEL 0 zO 2:1 2:1 LEVEL
U W
2:1
24" REBAR
STAKES, TYP.
LONGITUDINAL
SECTION
PLAN
2:1
2:1
2
LEVEL
• � • d tip.
,...:...
�_���I/A
I
•
2:1
WEIR
LENGTH
CROSS SECTION
#57 STONE
CLASS B EROSION
CONTROLSTONE
40Z NON -WOVEN
GEOTEXTILE
SPECIFICATIONS MAINTENANCE
1. PLACE STRUCTURAL STONE (CLASS B) TO THE INSPECT SEDIMENT TRAP/DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH
LINES AND DIMENSIONS SHOWN ON THE PLAN SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN
ON A FILTER FABRIC FOUNDATION. THE CREST OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL
WIDTH OF THE DAM SHOULD BE A MINIMUM OF WHEN NEEDED.
1.5 FEET.
2. KEEP THE CENTER STONE SECTION AT LEAST 6 ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION
INCHES BELOW THE END WHERE THE DAM FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE
ABUTS THE CHANNEL BANKS. IMMEDIATELY.
3. PLACE SEDIMENT CONTROL STONE (#57) ON
THE UPSTREAM SIDE OF THE DAM THAT IS A REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE
MINIMUM OF 1 FOOT THICK. TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK
4. EXCAVATE SEDIMENT STORAGE AREA TO THE DAM, AND TO PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD
DIMENSIONS SHOWN ON THE PLAN. STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
DST DITCH SEDIMENT TRAP (NCDOT TEMPORARY ROCK SEDIMENT DAM, TYPE B)
NOT TO SCALE
611
(15cm)
61
(15cm
CRITICAL POINTS
A. Overlaps and Seams
B. Projected Water Line
C. Channel Bottom/Side Slope Vertices
A A
B g C C
NOTES:
*Horizontal staple spacing should be
altered if necessary to allow staples to
secure the critical points along the channel
surface.
**In loose soil conditions, the use of staple
or stake lengths greater than 6"(15cm) may
be necessary to properly secure the
RECP's.
NOTES:
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS), INCLUDING ANY NECESSARY
APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECPS IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH WITH
APPROXIMATELY 12"(30CM) OF RECPS EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECPS WITH
A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE
TRENCH AFTER STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING 12"(30CM) PORTION OF RECPS
BACK OVER THE SEED AND COMPACTED SOIL. SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES
SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE RECPS.
3. ROLL CENTER RECPS IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECPS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL RECPS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN
APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
4. PLACE CONSECUTIVE RECPS END -OVER -END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF STAPLES
STAGGERED 4" APART AND 4" ON CENTER TO SECURE RECPS.
5. FULL LENGTH EDGE OF RECPS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12"(30CM) APART IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING.
6. ADJACENT RECPS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5-12.5CM) (DEPENDING ON RECPS TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 -12M) INTERVALS. USE A
DOUBLE ROW OF STAPLES STAGGERED 4"(10CM) APART AND 4"(10CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE RECPS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30CM) APART
IN A 6"(15CM) DEEP X 6"(15CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
MAINTENANCE
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENT. REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
RECP ROLLED EROSION CONTROL PRODUCT INSTALLATION DETAIL
NOT TO SCALE
18"
A MIN
FIL
MIN. 12" #5 WASHED STONE CLASS 'A' STONE
UPSTREAM SIDE
21 2.•� 24" MAX
a o o AT CENTER
FILTER FABRIC
SECTION A -A
L = THE DISTANCE SUCH THAT
POINTS A AND B ARE OF
EQUAL ELEVATION
A B
i
CD TYPICAL ROCK CHECK DAM DETAIL
NOT TO SCALE
NOTES:
1) STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO
KEEP WATER FROM CUTTING AROUND THE DAM.
2) STONE CHECK DAMS SHOULD BE SPACED IN A CHANNEL SO
THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME
ELEVATION OF THE TOE OF UPSTREAM DAM.
SPECIFICATIONS
1. PLACE STRUCTURAL STONE (CLASS A) TO THE LINES AND
DIMENSIONS SHOWN ON THE PLAN ON A FILTER FABRIC
FOUNDATION. THE CREST WIDTH OF THE DAM SHOULD BE
A MINIMUM OF 1.5 FEET.
2. KEEP THE CENTER STONE SECTION AT LEAST 6 INCHES
BELOW THE END WHERE THE DAM ABUTS THE CHANNEL
BANKS.
3. PLACE SEDIMENT CONTROL STONE (#57) ON THE
UPSTREAM SIDE OF THE DAM THAT IS A MINIMUM OF 1
FOOT THICK.
4. EXCAVATE SEDIMENT STORAGE AREA TO THE
DIMENSIONS SHOWN ON THE PLAN.
MAINTENANCE
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY
0
0
N �
r
O N
o��;o
S N
U R Jc
0 U- 3 2
p
Ma 3 E
� M
c °^° z
w
a
N
rW
V )
T<
0-
I
Z
Z
O
J
O
Ur -
V)
�
a
_
U
J
L.L.
C)
Q
Z
>
UJ
Z
0
O
J
O
W
F
o�
U
F_
w
Q
�
z
O
2
U
LLI
Z
LU
oC
U
c)
_O
Z
LE
O
O
U
UJ
2
REVISIONS
AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) DESIGNED BY
RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT
SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD
CLOG THE CHANNEL WHEN NEEDED. DRAWN BY:
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE
CHECKED BY:
CHECK DAM AND EROSION FROM HIGH FLOWS AROUND
SCALE:
THE EDGES OF THE DAM. CORRECT ALL DAMAGE
IMMEDIATELY.
NONE
DATE:
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS
4.11.22
PROJECT NUMBER:
NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,
ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE
19080321-02
CHECK DAM, AND TO PREVENT LARGE FLOWS FROM
CARRYING SEDIMENT OVER THE DAM. ADD STONES TO
DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND
%
C7.3
CROSS SECTION.

Section 4
USAGE Jurisdiction Concurrence Email
Prince Place Subdivision — Phase 2 Revised July 2022
DAA PN: 19080321-010302

From:
Greer, Emily C CIV USARMY CESAW (USA)
To:
Moraan Gilbert
Cc:
Susan Thebert; Lauren Norris -Heflin; Robin Perez; Kate Hefner; Sydni Law
Subject:
RE: Prince Property - Site Visit Follow-up for Confirmation (UNCLASSIFIED)
Date:
Monday, August 26, 2019 1:03:00 PM
Attachments:
Fiaure 6 - WTDM.PDF
CLASSIFICATION: UNCLASSIFIED
Morgan -
Thank you for your inquiry. Please accept this as official correspondence for the above referenced project
On August 21, 2019, the Corps met with Timmons' representatives, Morgan Gilbert and Susan Thebert, to verify the
delineated wetland line and determinations of open waters and stream classifications on an approximately 91.6-acre
site referred to as the Prince Property located at approximate latitude 35.49727IN and longitude-78.873688W in
Fuquay-Varina, Harnett County, North Carolina. This project has been assigned AID # SAW-2019-01338. Please
use this ID on all future correspondence related to this project.
The Corps determined that no changes in the field were needed and concurs with the delineation as depicted in the
attached map, Figure 6. Wetlands and Waters of the US Delineation Map, Prince Property, dated June 26, 2019. A
Jurisdictional Determination is not needed for this project to satisfy our permitting requirements, and it is our
understanding that a permit application may be forthcoming. As such, please utilize this correspondence for all
planning needs and simply include the delineation information and this email with the permit application. Please
notify the Corps County representative should it be determined that a permit is not required to develop this site so
that we may appropriately prioritize our workload.
Thank you for the opportunity to review and provide comment on this project and for assisting us in expediting the
process for your client. Please feel free to contact me with any questions.
Emily Greer, Regulatory Specialist
Wilmington District - Wilmington Regulatory Field Office
69 Darlington Avenue, Wilmington, NC 28403
910.251.4567 (o)
-----Original Message -----
From: Morgan Gilbert [mailto:Mor,gan.Gilbert(g)timmons.com]
Sent: Monday, August 26, 2019 10:19 AM
To: Greer, Emily C CIV USARMY CESAW (USA) <[e-mail]>
Cc: Susan Thebert <[e-mail]>; Lauren Norris -Heflin <[e-mail]>;
Robin Perez <Robin.Perez(0timmons.com>; Kate Hefner <Kate.Hefner(0timmons.com>; Sydni Law
<Sy dni. L aw(0timmons. com>
Subject: [Non-DoD Source] RE: Prince Property - Site Visit Follow-up for Confirmation
Hi Emily,
Good morning!

I wanted to follow-up for an informal concurrence to ensure that our linework for the Prince Property can be used
for permitting purposes.
Thank you in advance,
Morgan Gilbert
Environmental Technician
TIMMONS GROUP I Blockedwww.timmons.com <Blockedhttp://www.timmons.com>
5410 Trinity Rd, Suite 102 1 Raleigh, NC 27607
Office: 984.255.23511 Fax: [phone]
Mobile: [e-mail]<mailto:morgan.gilbert(&_timmons.com>
Your Vision Achieved Through Ours
From: Morgan Gilbert
Sent: Wednesday, August 21, 2019 6:28 PM
To: 'Greer, Emily C CIV USARMY CESAW (USA)' <[e-mail]>
Cc: Susan Thebert <[e-mail]>; Lauren Norris -Heflin <[e-mail]>;
Robin Perez <[e-mail]>; Kate Hefner <[e-mail]>; Sydni Law
<Sy dni. L aw(0timmons. com>
Subject: Prince Property - Site Visit Follow-up for Confirmation
Hi Emily,
It was a pleasure meeting you today!
As we discussed, here attached is the WTDM map for the Prince Property depicting the features reviewed today,
August 21, 2019.
Please let me know if there is anything else that may need changed for future PJDs.
We will look into changing the wetland columns to acres.
Thank you and have a great evening,
Morgan Gilbert

Environmental Technician
TIMMONS GROUP I Blockedwww.timmons.com <Blockedhttp://www.timmons.com>
5410 Trinity Rd, Suite 102 1 Raleigh, NC 27607
Office: 984.255.23511 Fax: [phone]
Mobile: [phone]morgan.gilbert(otimmons.com <mailto:mor ag_n il,� bert�a)timmons.com>
Your Vision Achieved Through Ours
CLASSIFICATION: UNCLASSIFIED

Legend
Project Study Limits - 91.6 Acres
© Stream Identifier
4 Wetland Identifier
Wetland Flag
9 Field Data Station
Culvert
Perennial Stream (R3)
Intermittent Stream (R4)
Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
Palustrine Open Water (POW)
Topographic Contours
Major - 10 Feet
Minor - 1 Foot
1. Waters of the U.S. within the project study limits have been
located using submeter, Bluetooth GPS antennas by Timmons
Group.
2.Waters of the U.S. have not been confirmed by the U.S. Army
Corps of Engineers until stamped.
3. Project limits are approximate.
4. Topography based on USGS LiDAR.
5. Cowardin Stream Classifications are based solely on field
observations. No formal Stream assessment methodology was
completed to determine these Cowardin Classifications.
N
0 200
400 800
Feet
347
� 353 ry u
333 3 '^�a 6 346 E
2
3
S 3qp W O �e
318 �h.Ory. 341
310 e LL o
R 3A6 R
305 0
a Sae
kk 347 3W W W O
`estln9�� a36 " a a y o 0 z
s° 352 �a Z o U o
c Ar a 0 F
Gr w o w
a 30g 313 Y U Z
295 > 350 �'' m Oro ` 0
N
i
W
p> 302 303 C R'
3
b 3� —
312 3W 3,^ 317 O t0
319 324 353
e •
321
Culvert ^O � Q
311 310 33>
° 38F1-2 r� a ut
4 38E1-2 30a O
>
>6 33a Culvert 3j3 304 �`' $ v � �
O6/26/2019 N
309 FDS-38A1-2 DRAWN BY L
�93 313 38C1-29 A. MEHFOUD N
3, ' DESIGNED BY 2-
29a °s s ° ° 38A1-111 A. MEHFOUD Q
320 Culvert © 3gg1.7 CHECKED BY
38C1-2PJ M. GILBERT w
38C1-49 , ^
3
30 � SCALE N
N +' 38A2-5 300 3zs 1 „ = 400 '
b 3IN 34 ' C
3 '
A 38C1-60 �' 38A1-16
FDS-38A2-1 38A1-101
328 9 aa5 Q `0
" FDS-38A2-2 A9 38C1-3 Q
33S �. 330 332 z
38G1-6 38C1-69 0 0
Culvert 320 H o
38C1-90
a
U, _
o a
3� 38C1-100 38C1-83 38G1-78 2g3 3°z -J °
Q C
°� 38C1-107 0 \m5w°c a o o
38C1-114 � Q°� w
W = E O
3811-17 3811-23 aILL
26a O 0 o
O
j'.. 3811-8 I iLLJ
z
0 33y°> W o
3811-3 (AZ F o
° 33B3-1 0 ~_ °
ZZ o
:
33C3-3
3za 'k33B3-13 33C3-7 296 e Z oo
Q N Y
35 y 33A3-3 3pS 269 x
uJ °' o
FDS-33/a3-2 312 0 2
? OOk°sb°ryRd 34> �y 1` ♦ �z FDS-33A3-1 zsz 2s9 y cD o
361LUY
3� Kpbns Ra 351
°> 362 356 -� ■■ 326 " ILL
D 357
o
o
° JOB NUMBER o
" 43311 Q o
M
363 31s 32o n5 �s 1 OF 1 F .E

Section 5
DWQ Stream Identification Forms —Site 1 and Site 2
Prince Place Subdivision — Phase 2 Revised July 2022
DAA PN: 19080321-010302

NC DWO Stream Identification Form Version 4.11
Date: q /24 1 Zo2 o
Project/Site: �r,wct ���u� SLtxlwai�i
Latitude: �S, cf lllgb j
Evaluator: /�.C��µc({���,c ��r, �,sx:�ir.
County: i�
Longitude:
Total Points:
Stream Deter circle one)
Other �-� uUy__ v �f�
Stream is at least intermittent g
if z 79 or erenniallf? 80' "
Ephemer ntermitte Perennial
e.g. Quad !Name: ` k
A. Geomorphology (Subtotal = 6 •b
Absent
Weak
Moderate
Strong
13' Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
3
3. In -channel structure: ex. riffle -pool, step -pool,
ri le -pool sequence
0
1
3
4. Particle size of stream substrate
0
2
3
5. Activelrelict floodplain
0
1
0
3
6. Depositional bars or benches
0
1
Q
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
CO)
1
2
3
9. Grade control
0
0)
1
1.5
10. Natural valley
0
0.5
Q
1.5
11. Second or greater order channel
o = 0
Yes = 3
art!Poal ditches are not rated; see discussions in manual `
B. Hvdroloav (Subtotal = 11.5 )
12. Presence of Baseflow
0
1
2
3
kv
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
0.5
0
15. Sediment on plants or debris
0
0.5
Q
1.5
16. Organic debris lines or piles
0
1
1.5
17. Soil -based evidence of high water table?
No = 0
es = 3
C. Biolow (Subtotal = 3,5 )
18. Fibrous roots in streambed
3
Q
1
0
19. Rooted upland plants in streambed
3
2
Q
0
20. Macrobenthos (note diversity and abundance)
1
2
3
21. Aquatic Mollusks
CD1
2
3
22, Fish
t'l
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
0.5
1
1.5
25. Algae
0
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Other =
'
*perennial streams may also be identified using other methods. See p• 35 of manual.
Notes: Rejrfvr:-- ­J chm e",_4
5_O0'
Sketch: OA Al
r
. N,
i-%Kte, f."_J

NC DWQ Stream Identification Form Version 4.11
Date: 9 )'2y I zo2a
Project/Site: fr..cr F)cr� sf�J;..r.,,
Latitude: 3 5, '118I9l
Evaluator: /1 X' Dr„T,r U, k<:­6
County: Hn-neH
Longitude: -'7. 8--2057-
Total Points:
Stream Determination (circle.Qu I
Other L;lliH��t
Stream is at least intermittent
if >_ 19 or perennial if? 30`
Ephemeral Intermittent erenni
p
e. Quad Name:
g"
A. Geomorphology Subtotal = 15 )
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1
2
2. Sinuosity of channel along thalweg
0
1
2
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
�3
4. Particle size of stream substrate
0
1
2
0
5. Active/relict floodplain
0
1
Q
3
6. Depositional bars or benches
0
1
2
7. Recent alluvial deposits
0
1
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
c=0
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 10+S }
12. Presence of Baseflow
0
1
2
LJ
13. Iron oxidizing bacteria
0
1
Q
3
14. Leaf litter
1.5
1
0
15. Sediment on plants or debris
0
0.5
Q
1.5
16. Organic debris lines or piles
0
0.5
1.5
17. Soil -based evidence of high water table?
No = 0
es =
C. Biology (Subtotal = LL-)
18. Fibrous roots in streambed
3
0
1
0
19. Rooted upland plants in streambed
3
2
(3)
0
20. Macrobenthos (note diversity and abundance)
(D
1
2
3
21. Aquatic Mollusks
Q
1
2
3
22. Fish
0
0.5
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
(0
0.5
1
1.5
25. Algae
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 ther =
"perennial streams may also be identified using other methods. See p. 35 ofrmanual.
Notes: k Sa114 Y'[n[ ✓aSIK., � A,J cV/i.r-f�"•1MI
u7'
f
r:.t.
`/
✓o'd
++
Ca.d[�� iY t„n +t.M $Fn[I
(�Glf[f+1f
///Ci-1.4
I✓9P�a�,n l'ah1Y '.. +h ✓;f lt. 'Ji• .i ✓z/'fYe
j
oe f
Sketch: - t! . I
r

Section 6
Critical Habitat for Threatened & Endangered Species Exhibit
Prince Place Subdivision — Phase 2 Revised July 2022
DAA PN: 19080321-010302

2/17/22,5:25 PM Critical Habitat for Threatened&Endangered Species[USFWS]
Critical Habitat for Threatened & Endangered Species [USFWS]
Final Linear Features , • • • i ', ,
- �_ _
ri
•
Final Polygon Features • ' • . ;A , '�
il'iii . u iI
1
y 511
+ .. OILi •• y 5 ji- i •.l
Project area . '- " .- C, " • 1
Proposed Linear Features Ir..' _ .+Pc ti-,
Proposed Polygon :/ y
Featuresc.
•
•
, , _ .
itt ......14.,.,. , }
144
•
y y it • a rli5 11.
•
ra s • .# 4 t; 4 111
•
•
A specific geographic area(s) that contains features essential for the conservation of a threatened or endangered species 600ft
and that may require special management and protection.
U.S. Fish and Wildlife Service I NC CGIA, Maxar
https://fws.maps.arcgis.com/home/webmap/print.html 1/1

Section 7
Historic cultural Resources Exhibit
Prince Place Subdivision — Phase 2 Revised July 2022
DAA PN: 19080321-010302

H P �I E B . Advanced user � iquay �+arir�a, NC, �� s, USA
Show search results for 486...
Historic Resources
National Register
NR individual resources & centerpoints
• NR Individual Listing
0 IN R Listing, Gone
NRHD Center Point
v ;
Study Ust
SL individual resources & centerpoints
■ SL Individual Entry
* SL and DOE entry
■ Study List Entry, Gone
-
A SL and DOE, Gone
I•p
SLHD Center Point
SLDOEHD Center Point
Determined Eligible
DOE individual resources & centerpoints
A Determined Eligible
A DOE, Gone
rid
X-0
NOTE: RECOMBINATION SURVEY
NOT YET SHOWN IN THIS SYSTEM
► Historic Resources labels
► Historic Resources
r Unverified locations (5)
► District & Boundary shading
► Parcels
► Road labels
► NC Jurisdictional Boundaries
0 ❑ NCHPO Internal Boundaries
L%)04DOq
414
SITE
0
State of North Carolina DOT, Bri, HERE, Gai
%
CL
I ---%
min, INCREMENT P, NGA, USGS
1 I e
0

Section 8
FEMA Firmette
Prince Place Subdivision — Phase 2 Revised July 2022
DAA PN: 19080321-010302

National Flood Hazard Layer FI RMette FEMA Legend
78°52'37"W 35°30'8"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
Without Base Flood Elevation(BFE)
i ...44
Zone A,V,A99
SPECIAL FLOOD With BFE or Depth ZoneAE,AO,AH,Ve,Aa
F- HAZARD AREAS Regulatory Floodway
• 0.2%Annual Chance Flood Hazard,Areas
E.--
F of 1%annual chance flood with average
)
depth less than one foot or with drainage
fi
areas of less than one square mile zonex
Future Conditions 1%Annual
'- Chance Flood Hazard zonex
" Area with Reduced Flood Risk due to
Levee.See Notes.zonex
*t.' OTHER AREAS OF 10 FLOOD HAZARD rj Area with Flood Risk due to Leveezone D
NO SCREEN Area of Minimal Flood Hazard
In
.. ' Effective LOMRs
# Alf OTHER AREAS Area of Undetermined Flood Hazard
10• II. GENERAL -—-- Channel,Culvert,or Storm Sewer
STRUCTURES i i i i i i i Levee,Dike,or Floodwall
' O 20.2 Cross Sections with 1%Annual Chance
' 77.5 Water Surface Elevation
.Harnett county AREA OF MINIMAL FLOOD HAZARD 8- - - Coastal Transect
Z• . 1 ^^^^^.513^-^•« Base Flood Elevation Line(BFE)
Limit of Study
Jurisdiction Boundary
4 ' ------ Coastal Transect Baseline
OTHER - — Profile Baseline
3720062ZLICFEATURES Hydrographic Feature
• eff. 10/3f 2on6
il
❑ Digital Data Available N
0 No Digital Data Available
MAP PANELS ® Unmapped
t
Q
• The pin displayed on the map is an approximate
` ) point selected by the user and does not represent
�. 11 IP an authoritative property location.
1111 Ili
0 This map complies with FEMA's standards for the use of
# digital flood maps if it is not void as described below.
E. The basemap shown complies with FEMA's basemap
.01# .
' 17y#111b . Isla accuracy standards
•
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA.This map
was exported on 2/17/2022 at 4:56 PM and does not
reflect changes or amendments subsequent to this date and
'.111111 r 41171.0" e r time.The NFHL and effective information may change or
become superseded by new data overtime.
N.. IX IPOYI This map image is void if the one or more of the following map
•• .1111 elements do not appear:basemap imagery,flood zone labels,
f legend,scale bar,map creation date,community identifiers,
78°52'W 35°29'38"N FIRM panel number,and FIRM effective date.Map images for
,000 ,500 2,QQQ Feet 1'6,000 unmapped and unmodernized areas cannot be used for
0 250 500
regulatory purposes.
Basemap:USGS National Map:Orthoimagery:Data refreshed October,2020

Section 9
NRCS Soil Report
Prince Place Subdivision — Phase 2 Revised July 2022
DAA PN: 19080321-010302

USDA United States A product of the National Custom Soil Resource
Department of Cooperative Soil Survey,
Agriculture a joint effort of the United Report for
States Department of
RCS Agriculture and other Harnett County,
Federal agencies, State
Natural agencies including the North Carolina
Resources Agricultural Experiment
Conservation Stations, and local
Service participants Prince Place Subdivision - Phase
2
` i
{
•
}# '
. -
i
•
tip. • .. `
•
• lit .
440 ‘7.7:1e:e..4...406 ...... .;
• . . . .. .
, ...
__
. ... ..
6 , • . ir
F.41 F . . .,
. k-. • .4401111jr: -
.11
;4044idlif;\6 4.' ' • • '7-;'(
600 ft .
June 4, 2020

Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/
portal/nres/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https:Hoffices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil
Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require

alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at [phone] (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call [phone] (voice) or [phone] (TDD). USDA is an equal opportunity
provider and employer.

Contents
Preface....................................................................................................................
2
How Soil Surveys Are Made..................................................................................5
SoilMap..................................................................................................................
8
Soil Map (Prince Place Subdivision - Phase 3)....................................................
9
Legend................................................................................................................10
Map Unit Legend (Prince Place Subdivision - Phase 3).....................................11
Map Unit Descriptions (Prince Place Subdivision - Phase 3).............................
11
Harnett County, North Carolina.......................................................................13
Bb—Bibb soils, frequently flooded..............................................................
13
CeD—Cecil fine sandy loam, 8 to 15 percent slopes..................................14
DoB—Dothan loamy sand, 2 to 6 percent slopes .......................................
15
FaB—Fuquay loamy sand, 0 to 6 percent slopes .......................................
17
References............................................................................................................19

How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil -vegetation -landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil

Custom Soil Resource Report
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil -landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil -landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field -observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and

Custom Soil Resource Report
identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.

Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.

Custom Soil Resource Report
Soil Map (Prince Place Subdivision - Phase 3)
b
EA EA
N N
692440 692520 692600 692680 692760 692840 692920 693000 693080 693160 693240
35°29 55"N 9 35°29'55"N
• Fr! '-e.'‘, -"31;., ^-. 4:VIL, ',it./V , .„, $
`kir;, 'JIL 1,..' lk t :. 47,,.•
' ' .t.,41,tr ,` -.1.......' -ill iiiit, li„.. ..1,..k.,:. ,, . ,cit,]. .N,. ..,,.VP.T. ..• — * .0.,....---)f,‘:1-.41 . • V.-
' - ii' • - ' N _: '4.p•V•40-,e %._.t.::t:;..7:ti.:;:::'., ...'"Tt.17% ',.‘",.-•'''':.C.--:4--'-•,.:11"'"111.''.:::14g0F.4.:5r#,.-44 ' -t.. .. "0:::14(:Ltall."`It_s,7,01;7:4:_Av...., :**.t.2, .*„ ‘.
• v.,-; ,Ar . .,,,,....r, ..,,........•%-,,,,.., , , ii.p-P- ,„,p . . °0 4%4' , ./.., ' • -
•••..'' 14'VIIR4e .;„,, , uir •:i 'r, +6.--tie . • ,.,.A.4.,; .-- '.
, . .E.,•%,--, „ ,, , p,4 ii.01-0,-A•••• .•
-• i ....•.......l...046, , 4,11,...1. _ 4.
0104, , 1 CeD .-4-,:k4.,;:i:,i. ..•L.k. ..,
FaB
V ,,...t • ,L-4,,
Bb
ie.
.. ..
.
.-'-''--
p , _
..... -If.• Or*.
: .„,„. ._ ,.• ...or..,.,--_-t•zz_, - -_----..-.7.._ •
_ ... `'-_-----"_ Dc --- --'.-"."--z--7717-- ------------', ,%/// 'Of
, p ,
I—
...
k?-4.lit,.;,,Jr.' • ., . ,,_
' . • : k o
- --- V.
____
... .
.t.'-4. ...
d
' " a . II '4-
.
la 7 '-`;,' .•
; ,. . ,...., . i• .
-,
4 .,
41 i 4' '.
- pr,_ #i ) ...-
- ..; .--, • •::•• ''''.4.. , 40 4',. . ilp j4, ..-
a. ..".
.
.i.
.
41°' 11. 0
ICIP/it, ."I ' r k, .
-.. •
....
I . ...r„AL...AL .
. 1
llit ,
. • ,.
•, .
..**
...-
goill] Hap may noit Ilze wallild ail illhilo . 11. _ ..' ,
1011110411111k
.......,
,
35°29'38"N
35°29'38"N
692520 692600 692680 692760 692840 692920 693000 693080 693160 693240
tV 2
Map Scale:1:3,690 if printed on A landscape(11"x 8.5)sheet.
Di Di
Meters
N N 0 53 100 200 330
0XJ
map pro jedj1
AFeet
o5°n:Web Merca3C°133r Comer wordinates:WGS84 Edge tics:UTM Zone 17N WGS84
9

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
0
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
Iwo
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
�i
Gravelly Spot
Landfill
A.
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
oa
Sodic Spot
Custom Soil Resource Report
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
Stony Spot
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
Other
misunderstanding of the detail of mapping and accuracy of soil
�-
Special Line Features
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
Water Features
scale.
Streams and Canals
Transportation
Please rely on the bar scale on each map sheet for map
E F
Rails
measurements.
. 0
Interstate Highways
Source of Map: Natural Resources Conservation Service
US Routes
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Major Roads
Local Roads
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
Background
distance and area. A projection that preserves area, such as the
Aerial Photography
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Harnett County, North Carolina
Survey Area Data: Version 16, Sep 16, 2019
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Oct 22, 2018—Oct
25, 2018
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
10

Custom Soil Resource Report
Map Unit Legend (Prince Place Subdivision
- Phase 3)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
Bb
Bibb soils, frequently flooded
3.2
11.2%
CeD
Cecil fine sandy loam, 8 to 15
percent slopes
1.9
6.7%
DoB
Dothan loamy sand, 2 to 6
percent slopes
17.0
59.2%
FaB
Fuquay loamy sand, 0 to 6
percent slopes
6.5
22.8%
Totals for Area of Interest
28.7
100.0%
Map Unit Descriptions (Prince Place
Subdivision - Phase 3)
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
11

Custom Soil Resource Report
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha -Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
12

Custom Soil Resource Report
Harnett County, North Carolina
Bb—Bibb soils, frequently flooded
Map Unit Setting
National map unit symbol: 3snw
Elevation: 80 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 210 to 265 days
Farmland classification: Not prime farmland
Map Unit Composition
Bibb, undrained, and similar soils: 80 percent
Johnston, undrained, and similar soils: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Bibb, Undrained
Setting
Landform: Flood plains
Landform position (two-dimensional): Toeslope
Down -slope shape: Concave
Across -slope shape: Linear
Parent material: Sandy and loamy alluvium
Typical profile
A - 0 to 6 inches: sandy loam
Cgl - 6 to 60 inches: sandy loam
Cg2 - 60 to 80 inches: loamy sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: Frequent
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 5w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
Description of Johnston, Undrained
Setting
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
Parent material: Sandy and loamy alluvium
13

Custom Soil Resource Report
Typical profile
A - 0 to 30 inches: mucky loam
Cgl - 30 to 34 inches: loamy fine sand
Cg2 - 34 to 80 inches: fine sandy loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Very poorly drained
Runoff class: Ponded
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95
in/hr)
Depth to water table: About 0 inches
Frequency of flooding: Frequent
Frequency of ponding: Frequent
Available water storage in profile: High (about 9.4 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 7w
Hydrologic Soil Group: A/D
Hydric soil rating: Yes
CeD—Cecil fine sandy loam, 8 to 15 percent slopes
Map Unit Setting
National map unit symbol: 3sp2
Elevation: 200 to 1,400 feet
Mean annual precipitation: 37 to 60 inches
Mean annual air temperature: 59 to 66 degrees F
Frost -free period: 200 to 240 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Cecil and similar soils: 85 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Cecil
Setting
Landform: Interfluves
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Interfluve
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Saprolite derived from granite and gneiss and/or schist
Typical profile
Ap - 0 to 7 inches: fine sandy loam
Bt - 7 to 40 inches: clay
14

Custom Soil Resource Report
BC - 40 to 55 inches: clay loam
C - 55 to 80 inches: sandy loam
Properties and qualities
Slope: 8 to 15 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: A
Hydric soil rating: No
DoB—Dothan loamy sand, 2 to 6 percent slopes
Map Unit Setting
National map unit symbol: 2wb94
Elevation: 50 to 660 feet
Mean annual precipitation: 40 to 69 inches
Mean annual air temperature: 55 to 70 degrees F
Frost -free period: 190 to 310 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Dothan and similar soils: 82 percent
Minor components: 18 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Dothan
Setting
Landform: Interfluves
Landform position (two-dimensional): Shoulder
Landform position (three-dimensional): Interfluve
Down -slope shape: Convex
Across -slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
Ap - 0 to 7 inches: loamy sand
E - 7 to 13 inches: loamy sand
Bt - 13 to 40 inches: sandy clay loam
Btv - 40 to 79 inches: sandy clay loam
15

Custom Soil Resource Report
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat)
to 0.57 in/hr)
Depth to water table: About 36 to 59 inches
Frequency of flooding: None
Frequency of ponding: None
Moderately high (0.20
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Available water storage in profile: Moderate (about 6.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: B
Forage suitability group: Loamy and clayey soils on rises and knolls of mesic
uplands (G133AA321 FL)
Hydric soil rating: No
Minor Components
Norfolk
Percent of map unit. 8 percent
Landform: Interfluves
Landform position (two-dimensional): Shoulder
Landform position (three-dimensional): Interfluve
Down -slope shape: Convex
Across -slope shape: Linear
Hydric soil rating: No
Orangeburg
Percent of map unit. 5 percent
Landform: Marine terraces
Landform position (two-dimensional):
Landform position (three-dimensional).
Down -slope shape: Linear
Across -slope shape: Convex, linear
Hydric soil rating: No
Fuquay
Percent of map unit. 5 percent
Landform: Interfluves
Backslope, shoulder, summit
Side slope
Landform position (two-dimensional): Shoulder
Landform position (three-dimensional): Interfluve
Down -slope shape: Convex
Across -slope shape: Linear
Hydric soil rating: No
it.

Custom Soil Resource Report
FaB—Fuquay loamy sand, 0 to 6 percent slopes
Map Unit Setting
National map unit symbol: 2wb9d
Elevation: 160 to 660 feet
Mean annual precipitation: 40 to 69 inches
Mean annual air temperature: 55 to 70 degrees F
Frost -free period: 190 to 310 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Fuquay and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Fuquay
Setting
Landform: Interfluves
Landform position (two-dimensional): Shoulder
Landform position (three-dimensional): Interfluve
Down -slope shape: Convex
Across -slope shape: Linear
Parent material: Sandy marine deposits over loamy marine deposits
Typical profile
Ap - 0 to 10 inches: loamy sand
E - 10 to 28 inches: loamy sand
Bt - 28 to 44 inches: sandy clay loam
Btv - 44 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 6 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20
to 0.57 in/hr)
Depth to water table: About 40 to 61 inches
Frequency of flooding: None
Frequency of ponding: None
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0
mmhos/cm)
Sodium adsorption ratio, maximum in profile: 4.0
Available water storage in profile: Low (about 5.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2s
Hydrologic Soil Group: B
17

Custom Soil Resource Report
Forage suitability group: Sandy over loamy soils on rises, knolls, and ridges of
mesic uplands (G133AA221 FL)
Hydric soil rating: No
Minor Components
Dothan
Percent of map unit: 7 percent
Landform: Interfluves
Landform position (two-dimensional): Shoulder
Landform position (three-dimensional): Interfluve
Down -slope shape: Convex
Across -slope shape: Linear
Hydric soil rating: No
Candor
Percent of map unit: 5 percent
Landform: Marine terraces
Landform position (two-dimensional):
Landform position (three-dimensional).
Down -slope shape: Convex, linear
Across -slope shape: Convex, linear
Hydric soil rating: No
Blaney
Percent of map unit: 3 percent
Landform: Ridges
Landform position (two-dimensional):
Landform position (three-dimensional).
Down -slope shape: Convex
Across -slope shape: Convex
Hydric soil rating: No
Footslope, summit, shoulder
Interfluve
Backslope, shoulder, summit
Interfluve, side slope
18

References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/
n res/d eta i I/n ati o n a I/s o i Is/?cid = n res 142 p2_0 54262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/
home/?cid=nres142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/
detail/national/landuse/rangepastu re/?cid=stelprdb1043084
19

Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nres.usda.gov/wps/portal/
n res/d eta i I/so i Is/scie ntists/?cid=n res 142 p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/?
cid = n res 142 p2_05 3624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http:H
www.nrcs.usda.gov/lnternet/FSE—DOCUMENTS/nrcsl 42p2_052290. pdf
20

Section 10
Deep Book and Page
Prince Place Subdivision — Phase 2 Revised July 2022
DAA PN: 19080321-010302

B3965 - P 440
For Registration Matthew S. Willis
Register of Deeds
HARNETT COUNTY TAX ID #
050633 0104
050633 0032 04
04-07-2021 BY: EG
Excise Tax S 682.00
Harnett County, NC
Electronically Recorded
2021 Apr 07 04:42 PM NC Rev Stamp: $ 682.00
Book: 3965 Page:440 - 441 Fee: $ 26.00
Instrument Number: 2021007836
Recording Time, Book and Page
Parcel Identifier No: 0506330104 & 050633003204
Mail after recording to Bain & McRae, LLP, Attorneys, 65 Bain Street, Lillington, NC 27546
This instrument was prepared by Bain & McRae, LLP, Attorneys, 65 Bain Street, Lillington, NC 27546
Brief Description for the index: 36.5 acres and 0.78 acres-Hector's Creek Township
NORTH CAROUNA GENERAL WARRANTY DEED
THIS DEED made this day of April, 2021 by and between
GRANTOR I GRANTEE
Guynn A. Prince and wife, Suzanne V. Prince Kipliag Properties, LLC
5264 Christian Light Road 126 Brandon Drive
Fuquay Varina, North Carolina 27526 Lillington, NC 27546
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e,a., corporation
or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in Upper Little River Township, Harnett County, North Carolina and more
particularly described as follows:
Harnett County Tax Parcel # 0506330104
FIRST TRACT: Beginning at a stake Burwell Dean's comer in the line of 15 acres, and runs South
58 East 2.20 chains to a stake; then as another of Burwell Dean's South 43 East 18 chains to a stake
and corner; thence South 32 West 9.10 chains to a corner of Lot No_ 7; then as said fine North 62
West 16.50 chains to the corner; then North 32 East 12 chains and 40 links to the BEGINNING,
containing-18-3/4 acres, more or less.
SECOND TRACT: Being Lot No. 7 and begins at the last corner of the above tract and runs as the
line of the above to South 62 East 16.50 chains to the corner, then South 32 West 11.80 chains to the
corner, then North 62 West 15 chains and 75 links to the BEGINNING, containing 18-3/4 acres,
making in both tracts 37 acres, more or less
SAVING AND EXCEPTING, HOWEVER, that one tract heretofore conveyed to Colon T.
Fore and wife, Ruby B. Fore, in Book 464, Page 71, Harnett County Registry.
Being the same property, that one-half undivided interest was conveyed to Jimmy H. Prince, and a
one-half undivided interest to Guynn A. Prince and wife, Suzanne B. Prince from Roy L. Jones and
wife, Frances A. Jones by that deed recording in Book 1828, Page 291, Harnett County Registry,
Jimmy H. Prince is now deceased, See Harnett County File # 19 E 75.
submitted electronically by "Adcock Law Firm, PA"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Harnett county Register of Deeds.

B3965 - P 441
Harnett County Tax Parcel: 050633003204
BEING all of that 0.78 acre tract as shown on map entitled "Easement Survey for Jimmy Prince
Property," prepared by Greg Bagley Engineering, dated July 15, 2009, and recorded as Map #2009-
631, Harnett County Registry, to which map and its recordation reference is incorporated herein for a
full and complete description of said property.
The property hereinabove described was acquired by Grantor by instrument recorded in Book. 2675,
Page 101, Harnett County Registry.
A map showing the above described property is recorded at Map No. 2020-341, Harnett County Registry.
The above described property [] does ® does not include the primary residence of the Grantor.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging
to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will
warrant and defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter
stated.
Title to the property hereinabove described is subject to the following exceptions:
Any and all restrictions, roadway easements, and utility easements as may appear of record in the Harnett
County Registry.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and sea[, or if corporate, has caused this instrument
to be signed in its corporate name by its duly authorized officers and its sea] to be hereunto affixed by authority of its
Board of Directors, the day and year first above written.
�Z ?
Slate of North Carolina, County of Harnett
(SEAL)
1, L.&O r" &Y"4CM a Notary Public of the County and State aforesaid,
certify that Cuyna A. Prince and wife, Suzanne V. Prince personally appeared before me this
day and acknowledpd the execution of the foregoing instrument. Witness my hand and official
NOTARY stamp or seal, this _1_ day of April, 2021.
SEAL -STAMP �,�1%1131
NOTARY
PUBLIC
►4nen%ti
Signature ofNotary Public
I' a U yen
Printed Name of Notary Public
My Commission Expires: 5 -'ab-a y

Section 11
Agent Authorization
Prince Place Subdivision — Phase 2 Revised July 2022
DAA PN: 19080321-010302

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. N/A PLAN NO. N/A PARCEL ID: 0506330104 (PIN 0633-75-4503)
STREET ADDRESS: N/A, adjacent to 3540 Kipling Road, Fuquay-Varina, North Carolina 27526
Please print: Kipling Properties, LLC
Property Owner: R. Hugh Surles, Registered Agent, Managing Member
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
Luke Baker / of Draper Aden Associates
(Contractor/Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
126 Brandon Drive, Lillington, North Carolina 27543
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Au h ized Signatureg�'l Authorized Signature
Date: 0)-7 Jl93 Date: