20210290 Ver 1_More Info Received_20180518

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Submit
Accept
by Anonymous User 5/1/2018 7:44:01 AM (Start Event)
by Montalvo, Sheri A 5/1/2018 12:21:42 PM (Non DOT Initial Review)
• The task was assigned to Montalvo, Sheri A. The due date is: May 4, 2018 5:00 PM 5/1/2018 7:45 AM

DWR
Division of water Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
January 31, 2018 Ver 2.3
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E-PCN, all you need to do is right -click on the document and you can print a copy of the form.
Below is a link to the online help file.
https://edocs.deq. nc.gov/WaterResources/0/edoc/624704/PCN%20Help%20File%202018-1-30.pdf
A. Processing Information
County (or Counties) where the project is located:*
Johnston
Is this project a public transportation project?*
r Yes ( No
This is any publicly funded by nunicipal,state or federal funds road, rail, airport transportation project.
la. Type(s) of approval sought from the Corps:*
fJ Section 404 Permit (wetlands, streams and waters, Clean Water Act)
✓ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?*
rJ Nationwide Permit (NWP)
n Regional General Permit (RGP)
I— Standard (IP)
This form may be Corps to initiate the standard/individual permit process. Please contact your Corps representative for submittal of standard permits.
All required items that are not provided in the E-PCN and be added to the miscellaneous upload located at the bottom of this form.
Nationwide Permit (NWP) Number:
NWP Number Other:
29 - Residential Developments
List all NSV nurrbers you are applying for not on the drop down list.
lc. Type(s) of approval sought from the DWR:*
check all that apply
r% 401 Water Quality Certification - Regular
✓ Non-404 Jurisdictional General Permit
n Individual Permit
✓ 401 Water Quality Certification - Express
fJ Riparian Buffer Authorization
1d. 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:
*
✓ Yes a No
C- Yes f' No

le. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
If so, attach the acceptance letter from mitigation bank or in -lieu fee program
f Yes C No
1f. Is the project located in any of NC's twenty coastal counties? *
f Yes r No
lh. Is the project located in a designated trout watershed?*
f Yes C No
Link to trout information: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-Coordination/Trout.aspx
B. Applicant Information
la. Who is the Primary Contact?*
Wyatt Brown
lb. Primary Contact Email:*
[e-mail]
lc. Primary Contact Phone:*
(xxx)xxx-xxxx
[phone]
Id. Who is applying for the permit?
n Owner n Applicant (other than owner) IJ Agent/Consultant
(Check all that apply)
2. Owner Information
2a. Name(s) on recorded deed:
J&N Developers. LLC
2b. Deed book and page no.:
Deed 0847, Book 0780
2c. Responsible party:
(for Corporations)
Stacy Johnson
2d. Address
Street Address
588 Neuse River Parkway
Address Line 2
Oty State / Frovince / Region
Clayton NC
Fbstal / Zip Code Country
27527 Johnston
2e. Telephone Number:
(xxx)xxx-xxxx
2f. Fax Number:
(xxx)xxx-xxxx
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Wyatt Brown

4b. Business Name:
(if applicable)
Brown's Environmental Group, Inc
4c. Address
Street Address
242 Batten Farm Road
Address Line 2
City State / Rovince / Region
Selma NC
Fbstal / Zip Code Country
27576 Johnston
4d. Telephone Number:
[phone]
(xxx)xxx-xxxx
4e. Fax Number:
(xxx)xxx-xxxx
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Rease provide the Agent Authorization Letter if you are submitting this document.
Signed Letter for US Army Corps of Engineers.pdf
FIE TYPE MJST BE FDF
209.71KB
C. Project Information and Prior Project History
1. Project Information
la. Name of project:*
River Ridge S/D
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:*
Kenly
Id. Driving directions*
If it is a new project and can not easily be found in a GPS mapping system Rease provide directions.
located behind 3950 PRINCETON-KENLY RD, physical address of S/D not yet assigned
2. Project Identification
2a. Property Identification Number:
(tax RN or parcel ID)
265500-12-8289
2b. Property size:
(in acres)
-61.7 acres
2c. Project Address

Street Address
Address not yet assigned, located on Princeton Kenly Road
Address Line 2
City State / F7ovince / legion
Ken;y NC
Fbstal / Zip Code Country
27542 Johnston
2d. Site coordinates in decimal degrees
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey -grade GPS device) after the decimal place as
appropriate, based on how the location was determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to
map coordinates to 5 or 6 digits after the decimal place.)
Latitude:* Longitude:*
35.53890
ex: 34.208504
3. Surface Waters
-78.14901
-77.796371
3a. Name of the nearest body of water to proposed project:*
UT to Little River
3b. Water Resources Classification of nearest receiving water:*
WS-IV, NSW
Surface Water Lookup
3c. What river basin(s) is your project located in?*
Neuse
River Basin Lookup
4. Project Description
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:*
Existing Conditions are farmland and mixed forest, located in rural farming area
4b. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for
DWR)
Click the upload button or drag and drop files here to attach docurrent
Kenly west 2016.pdf 138.11KB
File type nest be pdf
4c. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site.
(for DWR)
Click the upload button or drag and drop files here to attach docunent
aerial, stream location, soils.pdf 493.91KB
File type nest be pdf
4d. List the total estimated acreage of all existing wetlands on the property:
-15.18 acres
4e. List the total estimated linear feet of all existing streams on the property:
(intermittent and perennial)
2815 ft
4f. Explain the purpose of the proposed project:*
Develop a residential subdivision for single family housing, install 2 creek crossings
4g. Describe the overall project in detail, including indirect imapacts and the type of equipment to be used:*

A main road will be installed crossing 2 creeks, track how will be used to clear tree stumps, clearing will be kept to
a minimum, sediment and erosion control will be installed and maintained per the current regulations keeping
indirect impact to a minimum.
4h. Please upload project drawings for the proposed project.
aick the upload button or drag and drop files here to attach docunent
16081 River Ridge P&P-C1 Final.pdf
16081 River Ridge P&P-C2 Final (1).pdf
16081 River Ridge P&P-C4 Final (1).pdf
File type rrust be pdf
5. Jurisdictional Determinations
768.98KB
429.84KB
421.25KB
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
C Yes r No r Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
6' Preliminary f Approved
Corps AID Number:
Exarrple: SAW-2017-99999
SAW-2017-00054
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
f Unknown f N/A
Wyatt Brown
Brown's Environmental Group, Inc
5d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Corps March 21,2017 see attached email,
5d1. Jurisdictional determination upload
aick the upload button or drag and drop files here to attach docunent
Gmail - SAW-2017-00054 River Ridge JD.pdf
File type rust be FDF
81.02KB
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
f Yes C No C Unknown
7. Future Project Plans
7a. Is this a phased project? *
f Yes C 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? This includes other separate and distant crossing for linear projects that require Department of the
Army authorization but don't require pre -construction notification.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):

rJ Wetlands
r- Open Waters
17 Streams -tributaries 17 Buffers
r Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. Site # - Reason for impact* 2b. Impact type * 2c. Type of wetland*
2d. Wetland name *2e. 2f. Type of
Forested* Jurisdicition*
2g. Impact
area*
Crossing 1 stream 1 P Small -Basin Wetland A line Yes Both 0.094
Map label (e.g. Road O-ossing 1 - Culvert, F2rnanent (P) or (404, 10) or D✓\R(401, (acres)
dewatering, etc) Terrporary (T) other)
2g. Total Temporary Wetland Impact
0.000
2g. Total Permanent Wetland Impact
0.094
2g. Total Wetland Impact
0.094
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites
impacted.
3a. Reason for impact*313.lmpact
type*
3c. Type of impact*3d. Stream name *
3e. Stream 3f. Type of 3g. Stream 3h. Impact sgfei
Type* Jurisdiction* width* length*
S1 Stream 1 P Culvert UT Neuse River Perennial Both 4 54 2
Ivtip label (e.g. Road Crossing F2rnanent (P) or F2rennial (FER) or Average (linear feet) 1
1) Terrporary (T) internittent (INT) (feet) 6
S2 Stream 2 P Culvert
UT to Neuse
Perennial Both 2 89 1
VW p label (e.g. FDad Crossing FFrrranent (F) or Perennial (PER) or Average (linear feet) 7
1) Tenp n ary (T) internittent (IN) (feet) 8
"" All Perennial or Intermittent streams must be verified by DWR or delegated local government.
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
143
3i. Total temporary stream impacts:
0
3i. Total stream and tributary impacts:
143
3j. Comments:
6. Buffer Impacts (for DWR)
If project will impact a protected riparian buffer, then complete the chart below. Individually list all buffer impacts below.
6a. Project is in which protect basin(s)?*

Check all that apply.
17 Neuse
n Catawba
r Goose Creek
n Other
n Tar -Pamlico
n Randleman
n Jordan Lake
6b. Impact Type* 6c. Per or 6d. Stream name* 6e. Buffer mitigation 6f. Zone 1 6g. Zone 2
Temp* required?* impact* impact*
Stream 1 Crossing 1 P UT to Neuse No 2,944 1,883
Location and Exempt, Allowable, allowable w/ Ftrrrenent (P) or (square feet) (square feet)
nitigation Terrporary (T)
Stream2 Crossing 2 P UT to UT to Neuse No 5,948 4,870
Location and Bcenpt, Allowable, allowable w/ F2rnanent (P) or (square feet) (square feet)
nitigation Terrporary (T)
6h. Total buffer impacts:
Zone 1 Zone 2
Temporary impacts: 0.00 0.00
Zone 1 Zone 2
Permanent impacts: 8,892.00 6,753.00
Zone 1 Zone 2
Total buffer impacts: 8,892.00 6,753.00
6i. Comments:
Supporting Documentation - i.e. Impact Maps, Plan Sheet, etc.
Click the upload button or drag and drop files here to attach docurrent
16081 River Ridge P&P-C2 Final (1).pdf
16081 River Ridge P&P-C4 Final (1).pdf
Fle nest be FDF
E. Impact Justification and Mitigation
1. Avoidance and Minimization
429.84KB
421.25KB
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:*
impossible to cross area without crossing wetland, we are crossing wetland at narrow point, using head walls to
minimize impact, road width is narrow as possible
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:*
keep clearing to a minimum, do not work on wet days or days of recent heavy rains, install sediment control
immediately after instillation
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes ( No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
My minimizing our impact we are below the wetland acre impact and stream impact threshold
F. Stormwater Management and Diffuse Flow Plan (required by DWR)

""" Recent changes to the stormwater rules have required updates to this section ."""
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection
Rules?
✓ Yes f No
1b. All buffer impacts and high ground impacts require diffuse flow or other form of stormwater treatment. If the project is subject to a
state implemented riparian buffer protection program, include a plan that fully documents how diffuse flow will be maintained.
All Stormwater Control Measures (SCM)s must be designed in accordance with the NC Stormwater Design Manual. Associated
supplement forms and other documentation shall be provided.
What type of SCM are you providing?
r% Level Spreader
n Vegetated Conveyance (lower SHWT)
r- Wetland Swale (higher SHWT)
r- Other SCM that removes minimum 30% nitrogen
(check all that apply)
For a list of options to meet the diffuse flow requirements, click here.
Diffus Flow Documentation
Click the upload button or drag and drop files here to attach document
File type must be FDF
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
✓ Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?*
✓ Yes
✓ No
To look up low density requirement click here 15A NCAC 02H .1003(2).
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?*
C Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or
DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)?*
✓ Yes ( No
2b. Is this an after -the -fact permit application?*
✓ Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact
nearby downstream water quality? *
✓ Yes r No

3b. If you answered "no," provide a short narrative description.
This is a single parcel of property, no future purchase of new property is planned
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
f Yes r No C' 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 ( No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
C Yes 6' No
5d. Is another Federal agency involved?*
✓ Yes
C• No (' Unknown
5e. Is this a DOT project located within Division's 1-8?*
✓ Yes C• No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
✓ Yes G No
5g. Does this project involve bridge maintenance or removal?
✓ Yes C No
Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf
5h. Does this project involve the construction/installation of a wind turbine(s)?*
(Yes f' No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers,
mechanized pile drivers, etc.?
C' Yes 6' No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Natural Heritage Propram
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
C Yes 6' No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
www.habitat.noaa.gov/protection/efh/habitatmapper.html
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.ncdcr.gov/hpoweb/
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 (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)?*
✓ Yes ( No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
Dept Cultural Resources Historic Preservation Office
7c. Historic or Prehistoric Information Upload
Click the upload button or drag and drop files here to attach docurrent
File rust be FDF

8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
f Yes C• No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Link
Miscellaneous
Miscellaneous attachments not previously requested.
aick the upload button or drag and drop files here to attach docunent
Fle rrust be FIT or KW
Signature
I7 By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:*
Wyatt Brown
Signature
eve
Initial Review
Is this project a public transportation project?* (?)
f Yes r No
Change only if needed.
Has this project met the requirements for acceptance in to the review process?*
r Yes
f No
BIMS # Assigned *
20180595
Version#*
1
Reviewing Office*
Raleigh Regional Office - [phone]
Select Project Reviewer*
Stephanie Goss:eads\szgoss
Is a payment required for this project?*

f No payment required
r Fee received
C: Fee needed - send electronic notification
What amout is owed?*
C• $240.00
C $570.00

IMPACT AREA SUMMARY
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WATER LINE SHALL BE CONSTRUCTED PER
JOHNSTON COUNTY SPECIFICATIONS
K = 30
MIN.
AND STANDARD DETAILS.
di
140
140
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18+00 +50 19+00 +50 20+00 +50 21+00 +50 22+00 +50 23+00 +50 24+00 +50 25+00 +50 26+00 +50 27+00
C4
ALLING BROOK DR.
PLAN &
-I
PROFILE

CJOHN&ON z
NORTH•CAROLINA
* * * DISCLAIMER
Johnston County assumes no legal responsibility for the information represented here.
Scale: 1:8445 - 1 in. = 703.76 feet
(The scale is only accurate when printed landscape on a 8 1/2 x 11 size sheet with no page scaling.)
Johnston County GIS
December 21, 2016

5/1/2018 Gmail - SAW-2017-00054 River Ridge JD
M Gmail
SAW-2017-00054 River Ridge JD
wyatt brown <[e-mail]>
Dailey, Samantha J CIV USARMY CESAW (US) <[e-mail]> Tue, Mar 21, 2017 at 9:00 AM
To: wyatt brown <[e-mail]>
Wyatt,
I have received your preliminary jurisdictional determination request for the River Ridge JD, located near Kenly in Johnston County, NC. Based on the information
provided in your JD package, it appears that all waters on -site were accurately delineated. Therefore, I will be moving forward with the JD as submitted. No
changes need to be made.
Thank you,
Sam
Samantha Dailey
Regulatory Project Manager
U.S. Army Corps of Engineers
Regulatory Division
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
[phone], Ext. Ext. 22
[e-mail]
file:///C:/Users/wyatt/Desktop/Soils%20Billing/Soils%202017/Brian%20Jones/River%20Ridge%20SD/PCN/Gmail%20-%20SAW-2017-00054%20River%20Ridge%20JD.html 1/1

USGS The National Map: National Boundaries Dataset, National
Elevation Dataset, Geographic Names Information System, National
Hydrography Dataset, National Land Cover Database, National
Structures Dataset, and National Transportation Dataset; U.S. Census
Bureau - TIGER/Line; HERE Road Data

588 Neuse River Parkway
Clayton, NC 27527
Stacy: 919.921.2741
Kevin: 919.669.6118
Fax: [phone]
Serving Wayne and Johnston Counties
December 18, 2016
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Ms. Samantha Dailey
Re: River Ridge Subdivision
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize
representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein
described for the purpose of conducting on -site investigations and issuing a determination associated with Waters of
the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and
Harbors Act of 1899.
Also, Mr. Wyatt Brown of Brown's Environmental Group, Inc. has my permission to act as my agent on this property
concerning wetlands and streams.
Sincerely,
Stacy Johnson
Member/Manager

Water Resources
ENVIRONMENTAL QUALITY
June 13,2018
J & N Developers, LLC
Attn: Stacy Johnson
588 Neuse River Parkway
Clayton, NC 27527
ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Interim Director
DWR # 18-0595
Johnston County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (15ANCAC 026 .0233) WITH ADDITIONAL CONDITIONS
River Ridge Subdivision
To Whom It May Concern:.
You have our approval for the impacts listed below for the purpose described in your
application received by the Division of Water Resources (Division) on May 1, 2018 with
payment received -on•May 3, 2018: These impacts are covered by the attached Water Quality
General Certification Number 4139:the conditions listed below. This certification is associated
with the use of Nationwide Permit Number 29 once it is issued to you by the U.S. Army Corps of
Engineers. Please note that you should get any other federal, state or local permits before
proceeding with your project, including those required by (but not limited to) Sediment and
Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
• This approval requires you to follow the conditions listed in the enclosed•certification and the
following additional conditions:
1. The following impacts are hereby approved.. provided that all of the other specific and
general conditions of the Certification and Buffer Rules are met. No other impacts are
approved, including incidental impacts. [15A NCAC 02B .0506(b)(c) and 15A NCAC 02B
.0233(8)]
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section
1628 Mail Service Center, Raleigh, NC.27699-1628
Location: 3800 Barrett Drive,,Raleigh, NC 27609
http://portal.ncdenr.org/web/Wq/aps
Phone: [phone]
Fax: [phone]

River Ridge Subdivision
DWR #18-0595
401 AND BUFFER APPROVAL
Page 2 of 4
Type of Impact
Amount Approved (units)
Permanent
Amount Approved (units)
Temporary
Wetland
W1-Road Crossing
0.094 (acres)
0 (acres)
Stream
S1-Culvert
54 (linear feet)
0 (linear feet)
S2-Culvert .
89 (linear feet)
0 (linear feet)
Buffers -Zone 1
B1-Road Crossing
2,944 (square feet)
0 (square feet)
B2-Road Crossing
5,948 (square feet)
0 (square feet)
Buffers -Zone 2
B1-Road Crossing
1,883 (square feet)
0 (square feet)
B2-Road Crossing
4,870 (square feet)
0 (square feet)
2. Diffuse Flow
All stormwater must be directed and maintained as diffuse flow at non -erosive velocities
through the protected stream buffers such that it will not re -concentrate before discharging
into a stream. [15A NCAC 02H .0506(b)(5)]
3. No Waste, Spoil, Solids, or Fill of Any. Kind
No waste, spoil, solids, or fill of any kind shall occur in Wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction. Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur. [15A NCAC 02H .0501
and .0502]
4. Protective, Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to 'any land disturbing activities to ensure
compliance with 15 NCAC 02H .0500. [15A NCAC 02H..0506 (b)(2) and (c)(2) and 15A NCAC
02H .0507 (c)]
5. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification and
Buffer Authorization. If you change your project, you must notify the Division and you may
be required to submit a new application package with the appropriate fee. If the property is
sold, the new owner must be given a copy of this approval letter and General Certification
and is responsible for complying with all conditions. [15A NCAC 02B .0507(d)(2)]

River Ridge Subdivision
DWR #18-0595
401 AND BUFFER APPROVAL
Page3of4
6. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification and Buffer Authorization •can 'be contested as provided in Articles 3 and 4 of
General Statute 150B by filing awritten petition for an administrative hearing to the Office'of
Administrative Hearings (hereby known as OAH). A petition form maybe obtained from the
OAH at http://www.ncoah.com1 or by calling the OAH Cle'rk's Office at [phone] for
information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any
applicable OAH filing fee is received in the OAH during norrrial office hours (Mondayth'rough
Friday between 8:00am and 5:oopm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAft
If sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC.27609-6285
One (1) copy of the petition must also be served to Department of Environmental Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service_ Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DWR —401 & Buffer Permitting
Branch
1617 Mail Service Center
Raleigh,:NC 27699-1617
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DWR — 401 & Buffer Permitting
Branch
512 N. Salisbury Street
Raleigh, NC 27604

River Ridge Subdivision
DWR #18-0595
401 AND BUFFER APPROVAL
Page 4of4
This letter completes the review of the Division under section 401 of the Clean Water Act and
the Neuse River Riparian Buffer Protection Rules as described in 15A NCAC 02B .0233. Please
contact Stephanie Goss at 919-791-4256 or [e-mail] if you have any
questions or concerns.
Danny Smyfh
Supervisor, Water Quality Regional Operations Section
Enclosure: GC 4139
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade
Drive, Ste. 105; Wake Forest, NC 27597
DWR RRO 401 file
DWR 401 & Buffer Permitting Unit via Laserfiche
Wyatt Brown via e-mail at [e-mail]

ISF
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P
LINE TABLE
LINE
LENGTH
BEARING
L1
60.36
S14°26'54"E
L2
50.02
S05°02'07"W
L3
83.60
S22°52'37"W
L4
21.70
N05°13'42"E
L5
86.01
N34°05'53"W
L6
89.55
N13°01'33"W
L7
26.09
S71°39'03"W
L8
88.28
N36°37'10"W
L9
25.17
N70°29'15"W
L10
29.01
N27°03'10"W
L11
13.57
N62°18'27"W
RMIT
S 83°03'38' E
\ 218
54
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10' x 70' SIGHT TRIANGLE
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0
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EXISTING NCSR ROAD
70.00'
R.O.W.
TYPICAL NCDOT STREET TAPER CONNECTION
TO EXISTING ROAD AT SUBDIVISION ENTRANCE
0
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91' �\ \\ \\
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34486,
\ \N\ \
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TO ROSS STI�AM \
S 85°03'38" E
CROSSING
DAVID WOODARD / ANGELA HARE
DEED BOOK 02903, PAGE 0761
//
/
/
/
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/ '
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/ 7/ / /
/ /
TEMR TUR
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\
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/
ROUND TOP
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20'-0"
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4:1
SHOULDER
1 " PER FT
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9" SOIL TYPE BASE COURSE
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TYPICAL NCDOT STREET SECTION
/
\\
3647.7_Z'_
GODFREY FAMILY LLC
DEED BOOK 02898, PAGE 0532
PHASE 1
w
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CROSSING
1
JOHNSTON COUNTY, NORTH CAROLINA
HINNANT-EDGERTON RD.
SITE
/OADES RD.
VICINITY MAP
N.T. S.
LJ
PROPOSED P.C.N. PERMIT
TO CROSS STREAM
(
LOT AREA = 32.49AC
RIGHT-OF-WAY AREA = 6.44 AC
OPEN SPACE AREA =
TOTAL AREA =
LOT DENSITY =
PHASE 1
/ i' ---
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1�
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22.18AC(36.3%)
61.11 AC
73 LOTS / 61.11 AC = 1.2 LOTS / AC
STREET PLAN & PROFILE:
RIVER RIDGE
IMPACT AREA SUMMARY
CROSSING
2
CROSSING
1
TOTAL
LENGTH
ZONE 1 =
ZONE 2 =
WETLAND =
89.1 LF
5,948 SF
4,870 SF
0 SF
53.5 LF
2,944 SF
1,883 SF
4,112 SF
142.6 LF
8,892 SF
6,753 SF
4,112 SF
PLAT BOOK 65, PAGE 465
0
100'
I I
/ I
I I
I I
I I
I
200'
SCALE: 1" = 100'
N ►CAR
%;
BEULAH TOWNSHIP
JOHNSTON COUNTY, N.C.
SITE DATA:
OWNER: J & N DEVELOPERS, LLC
588 NEUSE RIVER PARKWAY, CLAYTON, NC 27527 919-921-2642
SURVEYOR: R. DANEEL BUTLER, PLS
750 DYKE SMITH ROAD, LAGRANGE, NC 28551 919-922-3368
TOTAL TRACT ACREAGE (DEED BOOK 4847, PAGE 780): 61.11 ACRES
ZONING:
NCPIN:
ID:
AR
265500-12-8289
03Q05034E
TOTAL NUMBER OF PROPOSED LOTS:
SMALLEST LOT AREA:
LARGEST LOT AREA:
AVERAGE LOT AREA:
LINEAR FEET OF STREET:
MINIMUM BUILDING SETBACKS:
FRONT
SIDE & REAR
73 LOTS
17,000 SF
34,016 SF
18,985 SF
5,460 LF +/-
20FT
+/-
5 FT (10 FT ACCESSORY STRUCT.)
FLOOD HAZARD: ZONE X - AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN - DFIRM MAP 3720265500J & 3720264500J, DECEMBER 2, 2005
WATER: ALL PROPOSED LOTS SHALL BE SERVICED BY THE PRINCETON KENLY WATER
DISTRICT.
SEWER: INDIVIDUAL SEPTIC SYSTEMS
ELECTRIC, CABLE, PHONE: ALL PROPOSED UTILITIES SHALL BE DESIGNED AND INSTALLED
BY THE RESPECTIVE UTILITY.
S 82°51'00„ E
945.68'
ISF
ISF
JANICE B AYCOCK
DEED BOOK 02855, PAGE 0498
MARGARET M EDGERTON
DEED BOOK 01280, PAGE 0853
OHE
MARGARET M EDGERTON
DEED BOOK 04656, PAGE 0441
CV
Cv)
CV
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44.11
e413,
BRYAN K.
JONES CONSULTING ENGINEERS, P.A.
Post Office Box 10882
Goldsboro, North Carolina 27532
919-221-5222 LIC.# C-3065
Project Name:
RIVER RIDGE SUBDIVISION
TitleSTREET DESIGN PLAN 8s PROFILE
NOT FOR RECORDATION, CONVEYANCES OR SALES
Client:
J 85 N DEVELOPERS, LLC
Drawn By:
BKJ
Project Number:
16081
Scale:
1" = 100'
Date
11/30/2017
Sheet:
C 1

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ENGINEERS,P.A.
P.O Box 10882
Goldsboro, North Carolina
27532
919-221-5222 LIC#:C-3065
_
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CURVE DATA (C-1)
\ 52
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DELTA = 18°26'Q�"RT.
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JCE PROD. NO.: 16081 11-30-17
PLAN STATUS:
575
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6" PVC SDR 21
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1-FIRE HYDRANT
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129.57
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ZONE 2 =
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89.1 LF
5,948 SF
4,870 SF
0 SF
53.5 LF
2,944 SF
1,883 SF
4,112 SF
142.6 LF
8,892 SF
6,753 SF
4,112 SF
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PLAN &
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-+00 +50 1+00 +50 2+00 +50 3+00 +50 4+00 +50 5+00 +50 6+00 +50 7+00 +50 8+00 +50 9+00
ALLING BROOK DR.

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* iii..%.._
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JONES CONSULTING
ENGINEERS,P.A.
P.O Box 10882
Goldsboro, North Carolina
27532
919-221-5222 LIC#:C-3065
_
\
CURVE DATA (C-1)
\ 52
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LENGTH99.74'
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-
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�
RADIUS = 310.00
-b [
\�
\�
\\
OUTLET ELEV.
=129.59
LENGTH - 99.74
-
DELTA = 18°26'Q�"RT.
S
JCE PROD. NO.: 16081 11-30-17
PLAN STATUS:
575
�j
5 4
\ \\\ 1� \,
\
\ \
\ 3 \
5
5r3.
\
70 FT N 24" RCP
1-6"X6" TEE,DI
2-6" GATE VALVE AND BOX
\
SEAL:
`���o��FEssi�
2
= 4EAL 7,
261
ter''
F
6'/P._xi NEB c�
i��� ��
/iillilvv
''%
7 \�
:
`
OPEN
\�l�_
\
\\
TRIB AREA = 8.4 AC.
4' �:—'
\
TYPICAL SHORT TAP:
3/4 CLASS 200 POLYETHYLENE
\
1-6"X6" TEE, DI
WATER SERVICE.
N
P\
5 �l
�;
2-6" GATE VALVE AND BOX
1-6" X6 TEE DI
�/ `
-2"
BLOWOFF ASSEMBLY
1-6" PLUG TAPPED 2"
2-6" GATE VALVE AND BOX
6" PVC SDR 21
OUTLET ELEV.
50
�' _ , �' )
1-FIRE HYDRANT
200 PSI WATERLINE
129.57
�•
i� ,3 �� \
212'
10d'
•• •.�
100'
135136
132
1
DESCRIPTION
li
4£l
Z£l
!
w� S�
Sal
Z£lMiliii
,,4.=
911
+50
1 sF�
�/ +50
2 +50
34
S +5C671.29'
. 5
+50
o
6 i
) o
,
FAM_LING
BI2Y)-OftlaR.
00
Go
34 ��
0
33
\
Lr
134
<
132
5
;35�
132ZEI
l ct
-
`1/r�►
35 R
14
•
126'4i
5�
��
���
S�GN�
s£�
I
If
SIGHTO
RAN
LET ELEV.
SIGHT TRIANGLE
T TRIANGLE
\
TRIANGLE
-gift25'R �
/
ss-
NGLE
R
s�,
SIGH
44 FT N 18" RCP
5 R
�
I ; -o
= 129.95
\
�
�l
\
25
\
@ 0.5%, W/F.E.S.
2
\T
��/
m
-�
<-,nz
OUTLET ELEV.
TRIB AREA = 3.7 AC.
INLET
ELEV.
\
\-132.38
=132.13
INLET ELEV.
0
..
\
=129.79
w
Q
0
44 FT N 18 RCP
�-
\
Q
\c,
�
/
@ 0.5%, W/F.E.S.
�-
3
9£1
TRIB AREA = 2.6 AC.
�
,
`
�
\
ZONE 2: 4870 SF
4t
cc
59
67
�, f
�-
]
66
ILIJI:
Nn
0-
\
\\
\
\
\
\
N
IMPACT
AREA SUMMARY
�— \ \ )\\
CROSSING
2
CROSSING
1
TOTAL
LENGTH
ZONE 1 =
ZONE 2 =
WETLAND =
89.1 LF
5,948 SF
4,870 SF
0 SF
53.5 LF
2,944 SF
1,883 SF
4,112 SF
142.6 LF
8,892 SF
6,753 SF
4,112 SF
145
CI�CC
o
N
c0
0
a)
r7
0
cfl
r7
0
M
,-
0
O
k
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0
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0
0
Kt
0
,-
0
cc?N
M
,-
o
r7
,-
O
rr)
r7
oLo
rr)
r7
cn
co
rr)
r7
h
r7
0)
r7
rn
co
r7
O
00
r7
145
E SU
U
0
CL
o
CD
J O
CC
M
Q
100.00' V.C.
140
Lu_
U-ri
cL
J
1
1
co-
Nri
K = 36
��
140
O5.w
v
o�j
1
+—
—I1
--
11
1
II
+r7
r�
II
+w
II
II
135
(-) 0.60%
►
-
-�- +'
N
w +
w
c~i>
w
w
135
_
_
2"W 6 w
.�
2" W---�
_.....\�—
(TYP.)
M.
130
_
(1
130
6" W
6 W
:.18»5T
PR. 24 STM
1-2" BLOWOFF ASSEMBLY
6" W
125
--�
0O00
18" N
MIN.
\
-
MIN
IN.
TYP.)
125
p—F1
WATER LINE
JOHNSTON
AND STANDARD
SHALL BE CONSTRUCTED PER
COUNTY SPECIFICATIONS
DETAILS.
11
CL
J
w
120
120
137.82
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rr)
Lc�
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C2
PLAN &
PROFILE
-+00 +50 1+00 +50 2+00 +50 3+00 +50 4+00 +50 5+00 +50 6+00 +50 7+00 +50 8+00 +50 9+00
ALLING BROOK DR.

IMPACT AREA SUMMARY
C/L
FALLING BROOK D.
�\
CROSSING
CROSSING
CROSSING
PR.
GROUND
_
\
2/
TOTAL
1
150
HEADWALL
150
-•:
� '
� �
LENGTH
89.1 LF
53.5 LF
142.6 LF
HEADWALL
S
a
EX DITCH GRADE
SCALE: 1" = 30'
Q��
4
-
N
ZONE 1 =
5 948 SF
2 944 SF
8 892 SF
Ln
Lc N
\
DITCH GRADE
-
_
'‘„\'‘'''
N
4,870 SF
1,883 SF
6,753 SF
�
145
EX --
EM BE
M ENT
145
0 30 60
0
\ I
A-�, �, I
ZONE 2 =
WETLAND =
0 SF
4,112 SF
4,112 SF
�°,
�� ,� \LP 4c
-
OUTLET ELEV.=144.85
52' N 42"
@ 1.00%
=
STORM INLET
ELEV.=145.38
� 4 �
�
oo
/
42" RCP
PROFILE
a.K.
/-
JONES CONSULTING
\ `
o
d,
��
\�
SS
i Q
III, Q
�� ��
/ / h
AI, AI,
AL /
P�
�CD N � O
0+00 1 +00 2+00
\
9 .di, Milli II
ENGINEERS, P.A.
P.O Box 10882
Goldsboro, North Carolina
27532
919-221-5222 LIC#:C-3065
\
�� \
TYPICAL SINGLE SHORT TAP:
3/4 CLASS 200 POLYETHYLENE
WATER SERVICE.
/
In
+
�'� -154- o
/ o
�,
��� Dili, Dili, ti���, ��� Dili,
/
JCEPROJ. NO.: 16081 11-30-17
PLAN STATUS:
II
-
15f
/
Zni`��N
SEAL:
\• o/
♦�����iiii►ii���
♦ CA
R,,.�`
2 152 ��
o FEssi
\
8�M ��
�— �- h
ZO E 2: F.
c
�lllt AL Ili Ili Ili �iii,
Q
— EAL _
6
2s�
► 20
p
C 5r�
(-
CURVE DATA (C6)
1-8X6 TEE DI
�� �g
2 `AL
LENGTH = 230.40
O?h
7
1-8"GATE VALVE AND BOX
1-6 GATE VALVE AND BOX
�'� F,� �•
i�i N K. �O ♦�
•
�������������
j
DELTA = 42°34'59"LT.
'' � ' CO(/�
70 FT N 18 RCP
01
�� 4,2:„W 150
4-1 �� �5� •
@ 0.5%, W/F.E.S.
'��� S �...4...•.1.,_ _._ >>o Q �
TRIB AREA = 4.2 AC.
►
p0'
� /!�rii:�.l.i�!a!�`aca
31'
�,+�s'�e•c=„,,
END OF PHASE 1 WATERLINE
50 FT - 18" RCP
� ������ � ��
•• _•■•••• ••••; ii
■■■ - ■■a ►-.- is
■ iii ■. _.i ��riel:•. ►
■■■■il:, ■'��'� ■'""''
1 8 X6 TEE, DI
�,
OUTLET ELEV.
@ 0.5�, W/F.E.S.
TRIB AREA = 3.9 AC.
,
„
=151.25
iii i1i(p Iii/i\.� ■:'��Ii!!��
1-8 GATE VALVE AND BOX
0
.
....; ..ii..l,- ■•iii■.iii.',7..:-.■:i■.:..`.I
:,..."�a;;_ �;® _...C..,.,1...:.;....,�
.s®.i►olr� .�c■i iiiii■� iuipi :
oZ �:=..��■�i.r •..,.■.::■.■.,..!:.....,
1-6 GATE VALVE AND BOX
1-FIRE HYDRANT
1 8 PLUG
1
,
120
26
S' ,
o
JP4!/1�
rr)i fig- ..:■.
LLJ
TAuctia".8111all
r :Loti_H
SIN
r� �c152
-:gal-.,.� ■■ural
.�
J
���■'"'".Mbik��'�'
0 2 g2 � ��� 25' R
0
INLET ELEV.
CURVE DATA (C-5)iONA
�,;,�®`
TYPICAL LONG TAP:
RADIUS = 310.00'
G►�
C
�,
1 CLASS 200 POLYETHYLENE
LENGTH = 231.7�
11
52 FT N A' R� P
50
0
4 0Illow-
\\\o
\
WATER SERVICE IN 2 PVC SLEEVE
;`
751 N
85 10 X E ®
6
AND 3/4 SERVICE SPLIT TO TWO LOTS.
DELTA = 42°50'09"RT.
© 1.0'0, W HEADWALL'
TRIB A EA 36.• AC.
6 ;
6
-
I (C 6)
IAN�
SIGHT TR
-�5 °� o
��
w
,_
�
00
,-
z
/
INLET ELEV.
\A
0CD
,,/
o
co
=151.60
j/
ON • : 29
4
���
\'D
`'
w
/
/
o
OUTLET ELEV.
=1521.4:675
a� v
, (/), ...,,
s
��rI
s�,, .,
,�
■...
WETLANDS: A
F/
+
2
/ ��
c_CD
/
)IVISION
J COUNTY, N.C.
/ /
A, A, /
0
, /
Allililirlir
/ S
‘° /---
0 I
o
/ / /(?_()
01
N f
_ _
,,
//
7 / / /
\, ,----
/ \
0o0NLOD.
cLoo
NLOD
r
N
rn
N
r
co
4
ivLnoi
cD
O
ONI
CLON
LO
165
0'
165
160
60.00' V.C.
z
Q
00
w
160
V. = 152.30
K=33 0CD
155
00
±
CD
CN
ii
ON
N
LCD
OCD 0
L
N
Ocm
—
CO
O
+
(+) 1.30�
155
GI
LC, BEU
GI
w
ii
ii
w
0_
w
w
o
r —
00
I—
LLI
—.
(+) 0.50%
PR. 18"
STM.
�
150
(+) 0.50%
w
L,
,�,
(—) 0.50%
(+) 1.3�N1
150
_
V = 152.22
= 20+98.6
N
z +zo.00
I
O
c�
oo
8" W-
18„
o
N
i i
�-
MIN.
8" W
145
8" W�-�NT-R.
42" STM. " W—
n
145
W
a
��
`¢
IA] `~
w
'_1
W
30.00' V.C.
18"
_
`�'
WATER LINE SHALL BE CONSTRUCTED PER
JOHNSTON COUNTY SPECIFICATIONS
K = 30
MIN.
AND STANDARD DETAILS.
di
140
140
Q
151.20
- -
z
1-
0
I2
CO
CDLn
N
0)
r7
C�
r7
r7
co
N
N
r7Lo
00
0)
Co
I�
00
CD
0)
rn
CO
O
O
N
N
O
(0
r7
r7
r7
00
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18+00 +50 19+00 +50 20+00 +50 21+00 +50 22+00 +50 23+00 +50 24+00 +50 25+00 +50 26+00 +50 27+00
C4
ALLING BROOK DR.
PLAN &
-I
PROFILE

FLOW
DIRECTION
CONSTRUCTION
ENTRANCE
GRAVEL 10'x20' MIN.
HOUSE
kit
EX. ROAD
OPTIONA
FLOW
DIRECTION
- CHECK DAM
ON LOW SIDE
PROPERTY LINE
HOUSE
1-
EX. ROAD
OPTION B
FLOW
DIRECTION
SEDIMENT FENCE
/ OUTLET (LOCATED
AT LOW ELEVATIONS)
HOUSE
1-
r
D
EX. ROAD
OPTION C
RESIDENTIAL LOT SEDIMENT & EROSION CONTROL CONSTRUCTION SCHEDULE:
1, OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS BY SUBMITTING PLAN, NOTARIZED FINANCIAL
RESPONSIBILITY / OWNERSHIP FORM (FRO) AND FEE. POST PERMIT ON -SITE.
2, INSTALL 1.) ROAD DITCH CHECK DAM, 2.) CONSTRUCTION ENTRANCE AND 3,) ALL SEDIMENT FENCE WITH
OUTLETS PRIOR TO ANY GRADING.
3. CONSTRUCT HOUSE WHILE MINIMIZING DISTURBANCE TO EXISTING SITE VEGETATION.
4. LANDSCAPE LOT, NOTE THAT SEVERAL LOTS WITHIN THE SUBDIVISION HAVE CROSS LOT DRAINAGE
EASEMENTS THAT MUST HAVE SWALES GRADED TO DIVERT DRAINAGE. COORDINATE WITH DEVELOPER.
5. PERMANENTLY SEED OR SOD.
6. UPON COMPLETE VEGETATION OF ENTIRE LOT, CONTACT JOHNSTON CO. FOR PERMISSION TO REMOVE
E&SC MEASURES,
FT DRAINAGE
EtSEMENT
RESIDENTIAL LOT EROSION &
SEDIMENT CONTROL MEASURES
TEM . SEDIMENT 8`MIN t12
BOTTO : ' x L 24' :1 SIDS 'SJ0 E
SURFAC �24'XL 40`x�D 5,5 �/
(4.0FTWA DEPTH +0.5FT 9
WEIR SPILL Y ELEV, + 1.0
FREEBOARD
J
SKIMMER 0 TLERIFICE = %"
THRCL CDR FIBER AFFLES E
10 FT WIDE PILLW4YOUTLE
582 4a.2a
=->
FLOW
DIRECTION
y'
SEDIMENT
FENCE
=>
II
1.1
III
EX. ROAD
OPTION D
CONCRETE WASHOUT
(MAY BE DELETED IF A
COMMON WASHOUT IS
SUPPLIED FOR
DEVELOPMENT)
SEDIMENT & EROSION CONTROL MAINTENANCE PLAN:
1. ALL SEDIMENT & EROSION CONTROL MEASURES WILL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RAINFALL EVENT BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY REPAIRS SHALL BE MADE IMMEDIATELY
TO MAINTAIN ALL MEASURES AS DESIGNED,
2. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN
ON -SITE RAIN GAUGE, SELF MONITORING AND SELF INSPECTION
RECORDS PER DEMLR MONITORING FORM REV. 0801 2013
WWW.PORTAL.NCDENR.ORGIWEB/LR/EROSION
THIS LOT IS
PERMANENTLY
VEGETATED &
STABILIZED
IS LOT IS
PE MAMENTLY
GETATED &
\ '.TABILIZE\D
E
,L
c,, ca., . 4.
O
•
' /
-6
10
D
1rYP.}om.
PP
41O
O/A
k\O
1' 191tL I
10 MIL. PLASTIC
LINING
z
SECTION E-E
CONCRETE WASHOUT
E
SANDBAGS OR
STAPLES (TYP.)
CLEARLY MARKED SIGN
NOTING DEVICE
- LOCATION CAN BE ADJUSTED IN THE FIELD. THE CONCRETE WASHOUT STRUCTURE
SHALL BE MAINTAINED WHEN T!UE LJUUlO AND RA SOLO REACHES 75% OF THE CAPACITY.
7*•"°"Ir +.:441 44- A :
.ivy lsW
..�s.
MP, SEDIMENT BASIN 1/3
BOTTOM: W 19'x L 34', 2:1 SIDE SLOPE
SURFACE: W 35' x L 50' x 0 5.5 FT.
(4.O FT WATER DEPTH + 0.5 FT TO
WEIR SPILLWAY ELEV, + 1.0 FT FREEBOARD)
SKIMMER OUTLET ORIFICE = 2" 0
THREE CUR FIBER BAFFLES
10 FT WIDE SPILLWAY OUTLET WEIR
ITHIS LOT IS
PERMANENTLY
VEGETATED
TABILIZED
21 k
GRADE A SHALLOW
ALONG THE PROPERTY
TO CV -OFF CROSS LO
DRAINAGE (TYP.)
t
THIS COT IS
PERMANENTLY
VEGETATED &
STABJILIZED
15 ll
ROZK PIPE
IN VET PROTECTION)
SEE DETAIL /
THIS LOT IS
PERMANENTLY
VEGETATED &
STABILIZED
SEDIMENT & EROSION CONTROL CONSTRUCTION SCHEDULE:
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS AND POST ON -SITE..
2. FLAG WORK LIMITS AND CLEARLY MARK PROTECTION AREAS AND PROTECT EXISTING DRAINAGE SYSTEM.
3, INSTALL CONSTRUCTION ENTRANCE / EXIT.
4. GRADE PROPOSED STREET AND DITCHES AND INSTALL SEDIMENT & EROSION CONTROL MEASURES AS
SHOWN ON PLAN.
5, MEET GROUND STABILIZATION TIME FRAME AS SHOWN ON PLAN.
6, GRADE SITE, CONVERT TEMPORARY DIVERSIONS INTO FINAL GRADED SVVALES, AND TEMPORARY SEED IF
NECESSARY, TO MEET GROUND STABILIZATION TIME FRAMES.
7. COMPLETE FINAL GRADING FOR ROADS AND PARKING AND STABILIZE WITH GRAVEL,
11, PERMANENTLY VEGETATE AND LANDSCAPE SITE.
12. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT VEGETATION ON
ANY REMAINING DISTURBED AREAS.
SEDIMENT & EROSION CONTROL MAINTENANCE PLAN:
1. ALL SEDIMENT & EROSION CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RAINFALL EVENT BUT IN NO CASE LESS THAN ONCE EVERY WEEK, ANY REPAIRS
SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS DESIGNED.
2. ALL SEDIMENT SHALL BE REMOVED FROM INLET PROTECTION DEVICES AFTER EVERY RAINFALL
EVENT. SEDIMENT SHOULD NOT BE ALLOWED TO BUILDUP AROUND INLET PROTECTION DEVICES.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT SIX
INCHES DEEP AT THE FENCE, THE SEDIMENT FENCE SHALL BE REPAIRED OR REPLACED AS
NECESSARY TO MAINTAIN BARRIER,
4. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. NOTE ALL
STABILIZATION TIME FRAMES.
5. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ON -SITE RAIN GAUGE, SELF MONITORING AND
SELF INSPECTION RECORDS PER DEMLR MONITORING FORM REV. 0801 2013
WWW,PORTAL,NCDENR,ORG/WEB/LRIEROSION
THIS LOT IS
PERMANENTLY
VEGETATED &
STABILIZED
12 /
rn
THIS LOT IS
PERMANENTLY
VEGETATED &
STABILIZED
THIS LOT IS
PERMAN ENTLY
VEGETATED &
STABILIZED
;82'57'CD" E
THIS LOT IS
PERMANENTLY
VEGETATED &
STABILIZED
THIS LOT IS
PERMANENTLY
VEGETATED &
STABILIZED
/THIS LOT IS
PERMANENTLY
/ VEGETATED &
STABILIZED
LEGEND (SEE DETAIL SHEET)
SECTION 1
- DISTURBED AREA = 10.74 AC
- ADDITIONAL DISTURBED AREA 5/30/19 REV = 1.50 AC
- TOTAL DISTURBED AREA = 12.24 AC - 13 ACRE
- ADDITIONAL DISTURBED AREA SECTION 1 LOTS 8/15/19 REV = 6.17 AC
SECTION 2
bi
THIS LoT-fS
PERMANENTLY
VEGETATED &
STABILIZED
THIS LOT IS
PERMANENTLY
VEGETATED &
STABILIZED
- ROAD CONSTRUCTION DISTURBED AREA 8/15/19 REV = 6.92 AC - 7 AC
- DISTURBED AREA SECTION 2 LOTS 8/15/19 REV = 16.54 -- 17 AC
- DISTURBED AREA FOR 8/15/19REV = 6.17 + 6.92 + 16.54 = 29.63 AC - 30 AC
FEE FOR 8/15/19 REV = 30 AC @.100 / AC = $3000
- TEMP. ROCK SILT CHECK, TYPE B
SILT BASIN, TYPE B
- ALL PIPES SHALL HAVE
RIP RAP FOR PIPE INLET AND OUTLET
(SEE DETAIL SHEET)
- ROLLED EROSION CONTROL MATTING
FALLING BROOK DR.:
STA 7+00 TO STA 15+60 RIGHT
STA 7+00 TO STA 18+00 LEFT
STA 25+50 TO STA 29+00 LEFT
STA 26+60 TO STA 28+00 RIGHT
-TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
THIS LOT IS
PERMANENTLY
VEGETATED &
STABILIZED
t THIS LOT IS
PERMANENTLY
VEGETATED_&--
,, JABit=1ZED
0
11
J
SCALE: 1" -- 60'
0 60 120
STABILIZATION TIME FRAMES
GROUND COVER WITHIN 14 DAYS
-EXCEPT-
ALL PERIMETER SLOPES, SWALES & DITCHES - 7 DAYS
ALL SLOPES GREATER THAN 3:1 = 7 DAYS
except slopes 10' Jong or less = 14 days
ALL SLOPES LONGER THAN 50 FT = 7 DAYS
except flatter than 4:1 = 14 days
DEVELOPMENT COMMON
CONCRETE WASHOUT PIT
ROCK PIPE
INLET PROTECTION
SEE DETAIL
OUTLET RIP RAP
PER NCDOT 876.02
DETAIL SHEET C12
MARGARET M EDGERTON
[TEED BOOK 04656, PAGE 0441
B.K.
JONES CONSULTING
ENGINEERS, P.A.
P.O Box 10882
Goldsboro, North Carolina
27532
919-221-5222 LI C##: C-3065
,ICE PROD, NO.: 16081 11-30-17
PLAN STATUS:
DATE: 5/30/19
PROJECT NAME:
SEAL:
DESCRIPTION
LU
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1 OF 4
E&SC SHEETS
J AND N DEVELOPERS, LLC, BEULAH TOWNSHIP, JOHNSTON COU

Inlet zone
25% of surface are
-:4
5"Crest Width _
',.
-
ft.4
Sir ilti,Iff.., '
'Fir t Crib
25% of 3brface
•
14'
. '4.
4
„
econd Chanter
area 25'3$ of sti r race
Y
*.,,' :),' '
,. "' A' '
4.';'10
-,
, ,r, ,
:. . , -,,, , .,
.,. ,
A , _
.. 1-,rr
i '''' ,•" '
,. , - ,. ) „
.- t.' -
., , ,
.t.,
.., ek. .,
,,,
e 1-'
t,
Baffles
..E4t.i 16 lof It basin,. The 110i fs dWribi..41(1
tn greater sedfnient retention_
area
•
,
44
.
r
59b
•'4,
Outlet
of _surface
,
'1
,..
m.,....e
zone
.5kii
Dewaterinti
area
rimer
Device
',.., Eine..f9ency
SpiliWay
T.-
.
Riprap •_
or Slope rain , - 4
Eartiien ,
embankment
'
with 5.tabilized ,
,„ 4.
.1(_te.51epes
Figure 6.65a Ferrous
red LICE) ti OW rates
4244.,,,
..,
.
,
anti turbulence.,
.
-6 .•,,
. ,...
,-L ,
-..„ -,0,..„-,
.,4,„.4.,..,..
baffles In "0
resul'tinti
ar'.;ries
.4.,
the
basin tT.-,i
evenly
POROUS BAFFLES
_
.„iristlf
ttritre,
kir;0 t
SKIMMER DETAIL
STABILIZATION TIME FRAMES
GROUND COVER WITHIN 14 DAYS
-EXCEPT-
ALL PERIMETER SLOPES, SWALE'S & DITCHES = 7 DAYS
ALL SLOPES GREATER THAN 3:1 = 7 DAYS
except slopes 10' long or less = 14 days
ALL SLOPES LONGER THAN 50 FT = 7 DAYS
except flatter than 4:1 = 14 days
Or41-7t
1-1/4" ORIFICE
. . „ . . . . .
41' kl• ii..tatii...r.1:41.0.e.ds IP s z.cti.rr,2 j..1c40,11(ciall i(k.ushig
2 . . . . . . . .
3tais!.e.1,
tlftJ telinn:litwiilacctnittskne, 'lilt lJt St 1.4y, thiS. 514JUP-1 IA!
• idiIeibk rot- intella
Wif.le t64A 'tikestr4#i arid
p14.,,,ac.go at Os and t.Irt w'tt4,e.,toy, I r
:9Catig44i;ry.t0t31,
• ren.ifi6i)vgia. tfarlr.1
$tiallF.e5:-Ecuti44
•
rq Pint Iv Supp.Ki
03ilki WO:4i
• 1h7f.Vanr4.1"-r
841,4103t4rial
,
Q4i ski wUl ix;
tom:wt....41J tf) 3 pltittri.Paitsjottlyea4r
te.atir depth, titabfr1 Ihhoud
balEd tiA pooldpth duiij u.,-.3as a
tinlip*raty
ou11.with. n$dn.j Qt 1i4 the
riigUL TAra (2). tott.fitiet 1hffl C,31i LI!
ieriuth
':wijki apucj6f.. feri9tn..
•tit basta.44 ti(co,statt ritot (0 ArichU
b4i1t4 i,3344 i2.4141.4-ntl.1,0
-
irrarrp 4,
1 if
91-
4
I I (441,1P
riolt;,1 II9St4Pkli
)1411,314ie Vg,pth
Se:ftiiiil:piOpr'‘.1 ha file to ground with
at 1 titaxitnnta 5pacing.,
'a4fife
4,6 t.1.1,14.ii 01,W wj 1 r kgiti p4, 4.4 .,••
Figure G.:65b Coir Fiber Baffin Detail
Cf oSS secticin of a porenns baffile in a sedOtent basin.
44,AANN,.. 4111UrthitcltiligeArlit.4.-aiC9-44.4*-41,10554:44‘1)."VALV.4111**
\ ( \ \ 7/7
\ yg,. /
/ " \ ' \ o (
/„/ \\ \ I\, \ \\
\A \ \ \ \ \
(
/ ) I
\ OPEN/ ( 1
i / ( 1 \ \ \ \ (
•
\ \''''
//
„...--
7 /
— /
POROUS BAFFLES
3443.86'
DAVID WOODARD / ANGELA DEHAREED BOOK 02903, PAGE 0761
""rfrV-'.=4:444r.,;1"'"ArVettrter ....7...4.Te41.94, ...tatyor..:-,*-t-:zo..3v4P-aitTe-.sn.kv4cs'-zv-4r.--"timrir-eo.:::-*:)7-7"'rto'eetvovi.---'-;-------
or.
• 4_ 4,....*4.-4At,.:4,4,4-41t.",...::.•...••,44,•.••%. • 741.—, Ao44.4... • 4,1
•
Na3'03 36 VI/ —
RN
At. 4,664,0441._____40:4:4
N
SCALE: 1" = 60'
60
GODFREY FAMILY LLC
DEED SOOK 02898, PAGE 0532
120
B.K.
JONES CONSULTING
•ENGINEERS, P.A.
P.OBox 10882
Goldsboro, North Carolina
27532
919-221-5222 LIC#:C-3065
JCE PROJ. NO.: 16081 11-30-17
PLAN STATUS:
DATE: 5/30/19
SEAL:
DESCRIPTION
REV #1 & 2 SECTION 1 ONLY
(7)
=•11
PROJECT NAME:
C 1 0
2 OF 4
E&SC SHEETS

PLASTIC OR
WIRE TIES
NATURAL
GROUND
8'.-0" MAX STANDARD STRENGTH
FABRIC WITH WIRE FENCE
6-0" MAX. EXTRA STRENGTH
- FABRIC WITHOUT WIRE FENCE
CONTINUOUS ROLL FILTER FABRIC
1 (JOINTS MUST OVERLAP TVVO POSTS)
11
4..p
ti
LI Li
11
1.1
5' STEEL POST
WI SELF FA STNER
CLIPS (TYP.)
cc
11
ti
SECTION
A -A
UPS
EXCAVATE AN 8" DEEP X
4" WIDE TRENCH
BURY 12" OF FABRIC
ALONG BOTTOM & SIDE
BACKFILL & COMPACT
TRENCH THOROUGHLY
• CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STREAM -II SYNTHETIC FILTER FABRICS. (ASTM D
6461)
• SUPPORT STANDARD STRENGTII FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THF LIPSL OPE SIDE OF TIE POSTS.
EXTEND THE WIRE MESH SUPPORT TO TI IE BO TTOM OF THE TRENCH. FASTEN TNE WIRE REINFORCEMENT, THEN FABRIC ON TI IE
UPSLOPE SIDE OF THE FENCE POST. WIRE OR ELASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH,
• EXTRA STRENGTH FILTER FABRIC MDT 6 FEET POST SPACING 00ES NO T REQUIRE WIRE MESH SUPPORT FENCE SECURELY
FASTEN TIT FILTER FABRIC DIRECTLY 60 POSTS. MRE OR PLASTIC ZIP DES S//OULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH.
• INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY REQUiRED REPAIRS IMMEDIATELY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOID% FOR TTE NEXT RAIN AND TO REDUCE
PRESSURE ON TIE FENCE, TAKE CARE M AVOID UNDERMINING THE FENCE DURING CLEOICUT.
SEDIMENT FENCE
4'-0" MAX.
HARDWARE CLOTH BETWEEN POSTS
AND COVERED BY STONE
11
1,1 HARDWARE
11 1-0-13 CLOTH 12"
EMBEDMENT
r FILTER
/ FABRIC
SECTION B-B
WASHED #57
STONE
UPSLOPE
- CONSTRUCT THE SEDIMENT BARRIEf?OUTLE-f MTN NARDWARE CLO TN 10 GAUGE, 1/4" SPACING 8 WASHED 1$57 STONE.
• SITE OUTLETS WHERE SMALL CONCENTRATED FLOWS ARE ANTICIPATED. ONE ACRE MAX DRAINAGE AREA PER OUTLET.
- INSPECT OUTLE TS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL, REMOVE SEDIMENT DEPOSITS AS NECESSARY . REPLACE
STONE PROMPTLY AFTER ANY RAIN EVEIVT THAT HAS CLOGGED THE OUTLET,
2' MAX.
@ CENTER
SEDIMENT FENCE OUTLET
1.5'
9"MlN
CLASS B
RIPRAP -\\
12' NCDOT #5 OR #57
WASHED STONE
FLOW
FILTER CLOTH
4' TO 6'
SECTION C-C
CHECK DAM
/77
4,
STABILIZATION TIME FRAMES
GROUND COVER WITHIN 14 DAYS
-EXCEPT-
ALL PERIMETER SLOPES, SWALES & on-cHEs= 7 DAYS
ALL SLOPES GREATER THAN 3:1 = 7 DAYS
except slopes 10' long or less = 14 days
ALL SLOPES LONGER THAN 50 FT = 7 DAYS
except flatter than 4:1 7 14 days
•
•<)›
INFLOW
STRUCTURE
OR
DITCH
BAFFLES
INFLOW
STRUCTURE
DEWATERI
ZONE
SKIMMER
DEWATERING
DEVICE
PLAN VIEW
EMERGENCY
SPILLWAY
TARP PRLITECTION
1MIN FREEBOARD
BAFFLES (STD) 6" TO SPILLWAY F EV,
SKIMMER
s T:-....
"..4
STONE PAD FOR
SKIMMER REST
NG
*tt..
--*
INLET SHALL BE PROTECTED
CAS NEEDED) FROM ERUSION
WITH RIRRAP, TARP, MATTING
OR EQUIVALENT,
CROSS SECTION
--1B' MIN
SECTION THRU WEIR
TOP OF BERM
EMERGENCY
SPILLWAY
ELEVATION
DISSIPATER
PAD
RIP RAP
TOP Or DAM
DITGI-1 AND BURY TARP
EDGE (MIN. 1E')
NOTES:
1) BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING THAT THE BASIN IS HALF -FULL.
2) THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH OF WEIR +8 FT. THE LENGTH OF THE TARP SHALL BE ACCORDING
TO AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST 12". THE
UPSTREAM 12" TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE 50 MIL. HEAVY DUTY SILVER TARPAULINS
OR EQUIVALENT FOR U.V. RESISTANCE.
3) PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, REDUCING TURBULENCE.
4) BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR A SILT FENCE.
5) MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS SHOULD BE READILY AVAILABLE FOR MAINTENANCE.
TEMP. SKIMMER SEDIMENT BASIN
00
L.5
\\A
./.US
OPTIO
RIPARIAN AREA SEEDING
Permanent seed species within the seed mixture should be selected based on
natural occurrence of each species in the project site area. Climate, soils, and
topography are major factors affecting the suitability of plants for a particular
site and these factors vary widely across North Carolina, with the raost
significant contrasts occurring among the three major physiographic regions of
the state - Mountains, Piedmont, and Coastal Plain. Even within the riparian
area, there may be need for different species depending on site conditions (i.e.
dry sandy alluvial floodplains with wet pockets). Therefore, thoughtful planning
is required when selecting species for individual sites in order to maximize
successful vegetation establishment.
Seeds adapted to North Carolina should be purchased from a reputable seed
grower and should be certified. Do not accept seed containing "prohibited"
noxious weed eed. For successful broadcast seeding, seeds should be cleaned.
If warm season grasses with "fluffy" seeds are used, a specialized warm season
grass drill should be employed. Cultivars should be selected based on adaptation
to site region. Stratification, either naturally or artificially, is required for most
native seed species to ensure proper germination.
Table 6.24a provides suitable temporary seed species with recommended
application rates and optimal planting dates. Temporary annual seed selection
should be based on season of project installation. A single species selection for
temporary cover is acceptable. In some cases where seasons overlap, a mixture
of two or more temporary species may be necessary; however, application rates
should not exceed the total recommended rate per acre. Temporary seed should
be mixed and applied simultaneously with the permanent seed mix if optimal
planting dates allow.
Table 6.24s Temporary Seeding Recommendations
Common Name Scientific Name Rate per
Acre
Rye grain
Wheat
German millet
Browntop mtllet
Secale cereale
Triticum aestivum
setaria italica
Urochloa ramosa
30 tbs
30 ibs
10 lbs
10 lbs
Optimal Planting Dates
Mountains
Aug. 15- May 15
Aug. 15 - May 15
May 15 - Aug. 15
May 15 -Aug. 15
Piedmont
Aug. 15 - May 1
Aug. 15 - May 1
May 1 -Aug. 15
May 1 -Aug. 15
Coastal Plain
Aug. 15 -Apr. 15
Aug. 15 - Apr. 15
Apr. 15 - Aug. 15
Apr. 15 - Aug. 15
Tables 6.24b-G.24d provide selections of native permanent seeds based on
physiographic regions. Included in these tables are species, cultivars, appropriate
percentage rates of mixture, and optimal planting titnes. No specific seeding
rate is given in order to allow for custom seed mixes based on site
characteristics and season. However,. permanent seed inclusion in the
mixture should total 15 pounds of pure live seed (PLS) per acre drilled or 15
to 20 pounds PLS per acre broadcast applied. At least four species should
be selected for the mixture, including, one species from each type (warm
season, cold season, wetland); selection of more than four species is
recommended for inereaSing chances of successful vegetation establishment.
If other species such as wildflowers are added to the mix, they Should not be
counted in the minimum seeding rate for grasses.
• ,E8, ,
.OPTION ;13",
,(BUFFEFY
P OTECT,3Dy'
54
7-/,1 ;P6B_E
A'1120,
0/UT.ET.cRIIRy
PER/NCpT87/6,.€9
TJL H ET\C1
P ION'"BB VC'
Seedbed Preparation
Disturbed soils within riparian areas must be amended to provide an optimum
environinent for seed germination and seedling piwth.. The surface soil must be
loose enough for water infiltration and root penetration. The pH of the soil must
be such that it is not toxic and nutrients are available. Riparian'areas are
generally considered rich in nutrients due to flooding and deposition, however,
these areas can be highly variable (i.e., narrow ste4 corridors in the mountains,
artificial fill material on top of alluvial floodplains.,in the.Piedmont). Soil
analysis should be performed to determine nutrient and lime needs of each site.
Appropriate levels of phosphorus and potassium are critical for permanent seed
establishment. Appropriate pH levels are between 5.5 and 7. Riparian buffers
regulated for nutrient management may be limited:to a single application of
fertilizer.
Construction activities within the riparian area eau, greatly compact soils.
Suitable mechanical means such as disking, raking, or harrowing must be
employed to loosen the compacted soil prior to seeding. •
Planting
Seeding rates of native herbaceous species are given in pounds of ptu-e live seed
due to the variability in the germination and purity of native seed. Reputable •
seed growers and dealers will buy and sell native seed by the pure live seed
pound. When the seed is sown, the amount of pure live seed must be converted
to pounds of bulk (actual) seed to sow the proper 4mount of seed. The amount of
bulk (actual) seed is calculated by dividing the =bunt of pure live seed by the
germination and purity as dechnals. For example, h ten pound pure live seed per
acre seeding rate with seed with 50 percent germination and 50 percent purity
will require 40 pounds of bulk (actual) seed (40-10/0.5*0.5).
Planting dates given in the seeding mixture specifications (Tables 6.24b -6.24d)
are designated as "optimal". Seeds properly sown Within the "optimal" dates
have a high probability of success. It is also possible to have satisfactoiy
establishment when seeding outside these dates. However, as you deviate from
them, the probability of failure increases rapidly. Always take this into account
when scheduling land -disturbing activities. Many Perennial native species
require a cold, wet treatment (stratification) before they will germinate at the rate
noted on the seed tag. Seeding before the local date of last frost usually provides
enough exposure to cold moist conditions to meet these requirernents. Seeding
before that date also insures early germination that will decrease the chance that
seedlings will be affected by summer droughts. Seed sown late may not
germinate until the next year after it has laid in_ the ground through a winter.
Apply seed uniformly with a cyclone seeder, droptype spreader, drill, or
hydroseeder on a firm, friable seedbed. When using a drill, equipment should be
calibrated in the field for the desired seeding rate. In fine soils, seeds should be
drilled 1/4 to 1/2 inch. In coarse sandy soils, seeds should be planted no deeper
than 1/4 inch. Cover broadcast seed by lightly raking or chain dragging; then firm
the surface with a roller or cultipacker to provide good seed contact.
Mulch all plantings immediately after seeding (Practice 6.14, Mulching). If
planting on stream banks steeper than 10 percent or areas subject to flooding, a
biodegradable RECP (Practice 6.17, Rolled Erosion Control Products) is
recommended to hold.seed and soil in place.
REMOVEE
AND PE
• _
ANENT SEED
SCALE: 1" = 60'
60
ALL AREAS WITHIN RIPARIAN AREAS
(WITHIN 50 FT OF DITCH BANK) SHALL
BE SEEDED PER THE RIPARIAN SEEDING
SPECS SHOWN ON THIS PAGE.
120
TEMP. SEDIMENT SKIMMER BASIN #1A
BOTTOM: W 37' x L 82' , 2:1 SIDE SLOPE
SURFACE: W 45'x L 90' x D 20 FT,
SKIMMER OUTLET OR/F10E 1.250
THREE CO/R FIBER BAFFLES
12 FT WIDE SPILLWAY OUTLET WEIR
non 0,100003:026.4:4v r to r.bro • a A. de:
174 1 01:14:13- *11:
46. •
ze zit:"
- ..7rirtztit 01.
5 5 9 bp po
iCeV
,v 4r4,7•47....:4.-VV74411.410-17.974f
••••• •
//
TEIVIPyslyEr/sKtyPARpA SIN 1B/
OTT2M,:,,W)32',L 5.2./2),,SpE/S,E/OP/
/
/ FACE/W/40' 470' x 9/2.0,FT! ///
\ / r / /
I ER/OUTL,E,T /OR 19,E 51. 510
87Elh'C91StinigUIEESc*IR
Table 6.24d Permanent Seeding Recommendations — Coastal Plain Region
Common Name Scientific Name
Common
Scientific
Name
Cultivars
Type*
Percentage
of Mix
Optimal Planting
Dates
Soil Drainage
Adaptation
Shade
Tolerance
Height
Switchgrass
Panicum
virgatum
Blackwell -- well drained
Shelter -- well drained
Kanlow -- poorly drained
Carlhage -- well drained
Warm
seasor
10-15%
Dec. 1 - Apr. 1
Cultivar
Dependent
Poor
6
Switchgrass
Panicum
virgatum
Alamo
-- poorly -drained
War fri .
Seasor
10-15%
Dec. 1 - May 1
Cultivar
Dependent
Poor
6
Indiangrass*
Sorghastrum
nutans*
Rumsey, Osage,
Cheyenne
Warm
Seascr
10-30%
Dec. 1 - Apr. 1
Nell -drained lo
Droughty
Poor
6
Indiangrass"
Sorghastrum
nutans*
Lometa
Warm
Seasor
10-30%
Dec. 1 - May 1
Nell -drained to
Droughty
Poor
6
Big Bluestem Andr
pogon
gerardii
Earl
Warm
Seasor
10-30%
Dec, 1 - Apr. 1
Nell -drained to
Droughty
Poor
6
Little Bluestem Sch
zachyrium
scoparium
Cimarron
Warm
Seasoi
10-30%
Dec, 1 - Apr. 1
Nell -drained to
Droughty
Poor
4
Sweet VVoodreed
Cinna arundinacea
Warm
Seasor
1-10%
Poorly
Dec. 1 - Apr. 1
-drained tcModerate
Weil -drained
5
Rice Cutgrass
Leersia oryzoides
Warm
Seasor
5-25%
Dec. 1 - Apr. 1
'oorly-drained
Poor
5
Redtop
Panicgrass
Panicum rigidulum
Warm
Seasor
10-20%
Dec. 1 - Apr. 1 V\
ell -drained
Poor
3.5
Beaked
Panicgrass
Panicum anceps
Warm
Seasor
10-20%
Dec. 1 - Apr. 1
Poorly -drained
Moderate
3.5
Eastern
Gammagrass
Tripsacurn
datyoides
Warm
Seasor
5-10°/0
Dec. 1 - Apr. 1
Nell -drained to
Poorly -drained
Poor
4.5
Purple top
Tridens flavus
Warm
Seasor
6-10%
Dec. 1 - Apr. 1
el/ -drained to
Droughty
Poor
2.5
Indian Woodoats
Chasmanthium
latifolium
Cold
Seasor
1-10%
Feb. 15 - Mar. 20,NeII-drained
Sep.-1 - Nov. 1
to
Droughty
Moderate
4
Virginia Wildrye Elm
us virginlcus
Cold
Seasor
5-25%
Feb. 15 - Mar. 20,41/ell-drained
Sep. 1 - Nov. 1
to
Droughty
Moderate
3
Rough Bentgrass
Agrostis scabra
Cold
Seasor
10-20%
Feb. 15 - Mar. 20,
Sep. 1 - Nov. 1
Poorly -drained
Poor
2.5
Soft Rush
Juncus effusus
Wellard
1-10%
Dec. 1 - Apr. 15
Poorly -drained
Poor
4
Shallow Sedge
Carex lurida
Wetland
1-10%Dec.
1 - Apr. 15
Poorly -drained
Poor
3
Fox Sedge
Carex vulpinoidea
Wetland
1-10%
Dec. 1 - Apr. 15
Poorly -drained
Poor
3
Leathery Rush
Juncus coriaceus
Wetlan
J 2-5%
Dec. 1 -Apr. 15
Poorly -drained
Pour
2
'Only Lometa in eastern coastal plain (Plant Hardiness Zone 8).
" Pick at least four species, including one from each type.
271
B.K.
JONES CONSULTING
ENGINEERS, P.A.
P.O Box 10882
Goldsboro, North Carolina
27532
919-221-5222 LIC#:C-3065
JCE PROJ. NO.: 16081 11-30-17
PLAN STATUS:
DATE: 5/30/19
SEAL:
DESCRIPTION
REV #11 & 2 SECTION 1 ONLY
LLI
PROJECT NAME:
J AND N DEVELOPERS, LLC, BEULAH TOWNSHIP, JOHNSTON COUNTY, N.C.
C11
3 OF 4
E&SC SHEETS

0
3'1 0 0
0 7/ —1 C21
roTH1Z-1X3.
00220-4
S-r0.3,11n
53
>
c.n1-4
0
N
SHEET 1 OF 1
1630.02
7" OF OF DITCH 5.1.O.FE
apsE OftwcH FOR DITCH
e
\\
PLAN
TOPIOF DITOR SLOP(
TOP OF DITCH SLOPE
HIEEI&Olf-f01-1-1M12g1111111EEMMEEIHME41111110110111-aM
I teem im FteT LWALS reaCe wiOTH
INI 11KRI
OF OITCH FM Line
11.11.1MMifigNIP-1111g41*
11111.11111
ELEVATION
:flI
510;66inglimm
SHEET 1 OF 1
1630.02
inn SILT BASIN, TYPE B
TEMP. STONE
DITCH. CHECK
STRUCTURAL STONE
P="4"
.4,514%o-tee
BACK
SLOPE
ISOMETRIC VIEW
MIN.
CROSS SECTION.
VEE DITCH
•—V MIN.
CROSS DEC-110H
TRAPEZOIDAL DITCH
eLIGE OF PAVEMENT
NATURAL 'GROUND.
ft
NATUFLAL GROUND
NOTES.:
USE PLAs B EROSION CONTROL STONE FOR
STRUCTURAL STONE.
THE ENGINEER MAY DIRECT THE OPTION OF
pLAps sTorq FOR:SITES HAVING LESS THAN
ONE (1) ACRE DRAINAGE AREA AND A DITCH
GRADE LESS THAN 3.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL. PLACE SEDIMENT CONTROL STONE
AS DIRECTED.
FLOW
OPTIONAL TYPE
SILT BASLN
SASE OF DITCH
--12"
SEDIMENT
TRAP
ELEVATION VIEW
ROLLED EROSION CONTROL MATTING
110 TEMP. ROCK SILT CHECK, TYPE B
c)
t‘t
En
r
rn cf,
rrt
ct
1-1
rn
a 37,
-I 0
> jD1
SHEET 1 CW 1
1635.01
NOTES
USE CLASS B EROSION CONTROL STONE
FOR STIlUcTPRAL STONE.
USE 'NO, t OR NO. 57 STONE FOR
SEDIMENT CONTROL STONE.
CONSTRUCT TOP OF BERM A MINIMUM OF
ONE FOOT BELOW THE SHOULDER OR
DIVERSION POINT.
PROVIDE A TOTAL SEDIMENT TRAP
VOLUME OF 1590± CUBIC FEET PER ACRE
OF DISTURBED AREA. SOME OF THE
REQUIRED VOLUME MAY BE PROVIDED
BY UP OR DOWNSTREAM CONTROLS.
00 NOT INSTALL WHEN DEVICE WILL
BE WITHIN 30 FEET OF VEHICULAR
TRAVEL LANE.
DIVERSION POINT
SEDIMENT CoNTRoL STONE
1Z" MIN
SEDIMENT CONTROL STONE
PLAN
2MIN.
unucTunAL STONE
[ a' mut.
SECTION A -A
PIPE
STRUCTURAL STONE
EARTH BERM
ROADWAY SHOULDER
2' MIN,
D*
4
D*-38° PIPE MAX.
1-7-1>-
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ENGLISH STANDARD DRAWING FOR
1, PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION ON
LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET ON A6' (15 CM) DEEP X
6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12' (30 CM) OF BLANKET EXTENDED BEYOND
THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET 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 COMPACTED SOIL AND FOLD REMAINING 12' (30
CM) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER
COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12' (30 CM) APART
ACROSS THE WIDTH OF THE BLANKET.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL
UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY
FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOVVN
IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM TM, STAPLESISTAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE
STAPLE PATTERN.
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" (10 CM- 15
CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4(10 CM) APART AND 4" 10 CM)
ON CENTER TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF
STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A6" (15 CM) DEEP X6" (15 CM)
WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING,
6, ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2'- 5" (5CM - 12.5 OM)
(DEPENDING ON BLANKET TYPE) AND STAPLED. TO ENSURE PROPER SEAM ALIGNMENT, PLACE
THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE
COLORED SEAM STITCH TM ON THE BLANKET BEING OVERLAPPED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STALE CHECK SLOT IS RECOMMENDED AT 30 TO 40
FOOT (9M • 12M) INTERVALS, USE A DOUBLE ROW OF STAPLES STAGGERED 4(10 CM) APART
AND 4(10 CM) ON CENTER OVER ENTIRE WIDTH OF CHANNEL
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 121(30 CM) APART IN A 6" 15 CM) DEEP X 6" (15 CM) WIDE TRENCH.
.BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. • •• • . -
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" (15 CM)
MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS,_
CRITICALPOINTS
. A. OVERLAPS AND SEAMS
B. PROJECTED V.iNFER LINE
C. CHANNEL 80TIVONliSIDE
SLOE VERTICES
NOTES:
1 AY ER05/0A/ANDSEDIIENIA T/ONCONTROZ PLAN/SOH 1.1.1/0
FOR ,7161RSPOLLONNG 771P0A TB-OP/NMI APPROK /ENO
LAND-0/STURBSOAC171/7771-RSBEEN UNDER TANEN
2 A COPIOP 1771ELA1Z-51-,4PPROPED50/1 EROSION/1ND CONTROL
HAW d RA/ / GUAGEM/STSEA 71E108S/7F
BROgONAND LFEDAENTCONNOZ iflE4SURES &WOE-I/161V 11/FRE
DES/GNEBANGARF TOBBASMILED TOSAFE 7117717/STIND 77-/E-
RUNOEFRESUL 77NOMO/IIA 10 YEAR STX/YEYENT
,d 4 81/ ER ZONE,- SUPPVENT TORES777.4/ N feS/BLE SED/I1ENT TION
A9/S7BEPROWDE 0 11ND/L1AINTAREDBETI4EN 1NEMNP-0/STURaVO
ACIMIKANDA/VMD/ACENT ,WERCOURSE
,57 NEWORAPIECTEDSZOWIUST,94-ATANANGLE 771,4TC/IN
8E-REIM/08Y PECEMTCNCOVER
gANK1727,00-JF0F7227TG/EROAVE-SWALINEAMZWI
AS/TEINIMLLAPPR:PROITPERMTSPOREXCAIM/70N/MZ
D'r 77ONS
7 UNLESSA 01111:34417)". MNUPACRIREDMV/A/GMITERP. INAS
BEENSPEC/PED A CLEANS TrggrillULC11/111/STSEAPPI/E4 T
77/E-MVNU/11R/11E 01-2 TONS/;4CRE: TOALL SEEDEPAREAS /NE
M/ICl/M/STCOPER THEBEEDEDAREMPTER /I/SD/17ER TAIrGED
P1177/ANACCEPIARE 7:4676Y641,4 TER1,44 a 57 CR/ME il/PLACE
/NOW? TO/YEET THE ANENTOP 17/BACI. 1RESCHEz91/ING
THELAND-O/STURB/NO,40/WIES/S IOBESUCH 1W,8017-1
TREARE4 OFEXPOSURBANO THE - 1741EBEIWEEN -/EZ./IND
0/STURBANOPAIND 17-1.6-PROV/D,WG0PA GROU49/5 MVIMZED
0 PROVE GROUNDSPS/ZZATVN(TE1112aWYORPBRMINEN ON
PERNETERARMSANOSLOPETS GRE4ER TERN di P11/70V /DAYS
PROldE OROUNDS121.81/Z4 770N(1E-NFOR4RYOR PERIM/EV LW
PER/9-1ETEROKES 51/10LEBNCIE5AND SLOPES 11,77574/ /DVS
A/t OT RAREASANOSLOPES gES57714NSOPT/NEENGT10
MI/471FR 10/157N 11,0/11.5
10,' PROP/OE-5g TPENCE4104V6at SZOPES/1001/E/METAND
O1/IZETOP,411 a/1 PERTS
It EXCEPT/Ai THECASEOEANEEIERGENCK REW.SED EROSION
AND SBONENTA TIONOOKNO/ PLAN /11//ST,SESUMI/TTED 10AND
APPROYBOBr77-15OPPICEPR/OR TO V/71.41711/GANKS/ON/E/CANT
CIANGES/N 77-1E-CONSNUCT/ONS GRADWC. ORDRAWAGE-P/ANS
12 THEAPPROVAZ /SBASED /NP/187,- ON THBACCURACIOF /NE
1NPORM/IONPROWDEO/N17-/EF/NANC14/17E-SPONS/BL/TY/
01FNERS177PPORACUMITTEP111/7111/EPROJECTEANS YOUARE
REOURBD 7012ZEANAMNODOPORME .711ERE-/SANYCMNGE-/N
THE- /NPOR/111/VN /NCI 1/11-00N TREPGRIK /70APPROg4t
111FPNANCRE RESIMS/BL/IKIRBINYCIIETO IN /TDOESNOT
AUT041,4TCALL TRANSPIR 11077-/A CHANf.-F,WPROJECTOHNERSh'R
a 77/E GENE-RIZ CONNVIOR,57/All BE-RESPONS/BZEEOR
COOT MGR./77/AZ/ REDUREIIEWTS0177/B "SHE /NSPECTION
REPORTPORZ4NDD5R/R5WG ACNY/TrAND 17-/ENPBES SELF.
4/0MTOR/N6REPORTS 111115WEOP/RED ASPECI7ONLOGS
A MAHE- 041,5'/TE:
AI CONTR1CT01751/All CONPICTEROSONCOA/1801 /NS/Fe/OREM
17N4.1/4/SPEC770NANO08741111-/N4L APPROOL BEEDRERENOWNO
11BASURES
THESPECFICA NONSANODEINS CONIARBDNEREW SIRE/
SESUPP101E-N1FP BY NE NCIUSVNHERE-14117/01- TUE 61/114-
PON SE-0/11ENICONTROL CONTRUCTiONS/TES /NNORTHCAROL/40,
Ple1/51/E0 BY THE USW 50/1 CONSERV A T/ONSERWCE 1,97,g OR
771E7A TESTE0/770#17/EREac /T/S 711E/41/ENTION OP TH/S
SPECAL76:1 TION /NATAL/ 11/ORKANOWA TERAILSPRO10,0E 0 UNDER
7.71/SCAMCTSNAL1 .BENACOORDANCE 77/E iMINUAZ
RE/ERRED TOABOGF AND 1/11/ERE/W1/01 DRENCE/N THE
SPEC/FICA/ENS OCCUR YE/NO/CA TE-01,14NUAZ SPECFICR/DYS
SliALL 6.0*-RN
SHEET 1 OF 1
1635.01
RIP RAP FOR PIPE INLET
IV dVH dIH
&mina 3dId
SHECT 1 OF
876.02
OUTLET wiDITCH
OUTLET w/0 DITCH
D
CLASS IR. RIP RAP
CLASS I RIP RAP
CLASS la RIP RAP
CLASS 1 RIP RAP
TONS
,44,Y.-f
S.Y.
TONS
-,-?2F.51-F
TONS
,Am-
s.y.
TONS
12"
2 •
5
5
2
5
1
4
2
1
4
15"
• 2
7
7
3
7
1
5
3
2
8
18"
3
10
9
4
10
2
7
4
2
0
24"
5
14
15
• 7
15
3
11
7
4
12
20"
8
21
21
11
22
5
16
11
7
17
36"
11
28
29
15
so
7
22
18
IQ
23
42"
15
37
39
24
39
10
28
22
13
20
48"
-
,•49
26
54
_
.
28
17
38
54"
-
-
60
.33
62
-
-
36
21
47
act-
-
.
73
40
75
-
-
44
25
56
88"
-
-
87
40
89
.
54
32
67
72"
-
102
57
104
-
-
64
38
78
NOTE'
FOR CALCULATION PURPOSES
CLASS ‘13' RIP RAP = 100 LBS. /FTa
CLASS I RIP RAP = 105 LBS./FT3
SLOPE 11-t:1 OR FLATTER
GEOTExTELE
SECTION A -A
PIPE OUTLET WITH DITCH
, . . , . . . • • •
H- Rip RAp TO TOR oF piRE 1mAX. p + T). .
T= 15" CLASS .1 RIP RAP, UNLESS OTHERwISE SHOWN ON FLANS
T= CLASS '8' RIR RAJ., UNLESS OTHERWISE SHOWN ON PLANS
2 X
GEOTExTILE
SECTION 5-5
PIPE OUTLET WITHOUT DITCH
SHEET 1 OF 1
876.02
'o
41
F
20'
•o
lis e.
oto4k
o
o
000V0a1110
ci5opocto
9,8
ocTo.
qZ2dOc9.°
1/4-) O. 0
o
PC12d
v. A0o cloA
0 0 0
.1?Th(?-704 •
c-)
•
WASFIED GRAVEL
NO. 5, 5" DEEP
CENTER LINE
EXISTING PAVEMENT
EX.GRGUND
10MAX. HT.
%
A.> •!' Lx, .
•
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
STOCKPILE SECTION
Cross -Section
Design 5ettled
top
2' to 3.5'
12" min. of NCDOT #5
or #57 washed stone
3600 cu ft/acre
filter
f
abric
SEDIMENT TRAPS
TRAP A =4 FT WEIR
TRAP B =4 FT WEIR
TRAP C =6 FT VVEIR
Plan View
4'
, min.
3'
min.
min-71
5'
.5 min..
%R.
Overfill 6" for
settlement
Natural
Ground
I•se,44
'
A5FP110.*5?&N,,,
max
Emergency by-
pass 6" below
settled top of
dam
RIP RAP FOR PIPE OUTLET
/-*
Lamassl
SEDIMENT TRAP
TE1FORARY SEE OW RECOMEN04770N57.
REFER TO NCOENR 'EROS/ON AND SEDNIENT CONTROL
PLANN/NO ,4ND OES/GN /1/1,4NI/AL,' CHAPTER 6; FOR
FURTHER /NFOROAT/ON AND DIRE-0770N ON SEE.O/NG.
LA W/NTER AND EARL Y SPR/NG (TAME laY)
SEEP/NG /11/X7URE SPZ-C/ES TE(/acre)
120
• ANNUAL LESPEOZ-Z4 (KOBE 7N
• P/E,ON1OWTAND COAS7AZ PLAN
KOREAN /N/1/101/N7;4/N.5)
0/11/1-,4NNa4/ LESPEOE WIENDUR41/O4/OF TP/I1POR4RY COVER /5
NOT TO EXTEND BEYOND JUNE
SEBV/NG DATES- /1101./NMINS -ABOI/E2.5-W PT: FE8 1,.(11.41"15
BELCH/25-00 FT FEB 1-11/t4 t
PIEDMONT - MW 14141 1
COAST& PLAN- DEC 1-APR 15
SOIL A/11E-NPAIENTS. A-6)R RECORNENDA T/CNS OFSC.)/L TESTS OR
APPLY-4000 b/acre GROUND AOR/OL/L [URA/ /NE-
S TONPANO 750 b/acre 10-10-10 FERMIZER.
/111/1OH. Al.:PLY-4"GO /6/acre STRAW ANOh'OR STR,4
7;e1C/t/N6' PF/THASPHAY NET77NO, ORA ROL CH
• ANCHOR/NG TOOL. A DISIC W/TH BLADES .5'ET
NE4RZ TRA/CHT CAN BE 1/SE 0 AS 4 /MULCH
• ANCHOR/NO TOOL.
/I1Ar/N TEAM NCE- REF-PRI/L/2E GROWTH /S NOT RIZ L7P0114 7-E
• RE:SEE,O, REFER HZ ZZE AND Ma' //11,41ED14 TEL Y
• FOLLOW/NG BROSION OR OTHER PANIAGE:
aMIER (7,-IBLE6:106,)
SEEP/AVAIPTI/Re SPEC/ES IEWacre)
GTR61,44/19/7ZET
/ / / 77-1E17/FaLANTAINOW01/7405; SBILZ-STEME03W41/65455
Y8ES085///NE0/1/-.1 RA If a 1V/a/acre.
47
SEED/N677. (ES.' NOUNT1/4./S-- 0111,1- AUG 1,5
P/BONIONT - 1-AUG
004S7AZ FLA/Al-API? 95,41/67,5-
SO/ AlIENafIENTS:' FaLOPI/RECOMEIVO.47/ONSOISOI TESTSOR
APR r,.?0001Yacre 0I90t/#0.40RC9LTURAZ IN=
STONBANI 7 /501Mv/e 10-10101-0777Z/ZER
MICH• • APPE Y-(00011scre S/R41! ANO607/?8TRAO/Br
74am000mswtcAnww6y44/wY
ANCHOSVG 700l. D/,5'11-70TRBIADESSET
• NEARL Y STRA/GHT CA/ME USBOA'S W671
ANCl/OR/NG TOOL.
/11A/NTINANCE REFERTI/LE/ CR01,1/7N/S NOTPUL/1APEOU If
RE -SEE? RE RTIYBANDA1e/ZCl/M/EOR
P0L/014006R05M0R 077/ER /24/IRGE
PAL/ (7.4BLE 706)
SEED/NG MYTURE' SPEC/ES r? TE(Ikeie,/
AWM% 120
SEED/NGDAES' /190UNT4/NS --AVG /MEC 9,5
• PEDMONT AUG 9SDECL70
C0,4s/AL PIA/N-4X 15DE
501 AllENOYENTS'. TOL.COPYRECOMYENO, T/ONSOPSO/C TESTS OR
/11.1/2,0001vjereGA0UNDAGR/C01Tagli ZilE=
STONEANO tax ivacio /a- TERnigER
APR i(a901Yacce PRA& /1IO85TRAII/BY
TACK/NG11/1771ASPI-R1)»VEINNG ORA MtC1/
ANCHOR/NG TOOL ,417/51(10T11,81,40ESSET
/10141 YSTRA/CHTCANBEOSEDASA M/LC11
ANCHOR/NG TOOL.
41A/N1ENINCE. 8E-PARAND8EFERT1E-0/0146F0A8=45M1E0-
TOPDRESS 10/71S0 &acre OTN/TROGEN
/N/11,11?CN /P/T/SNECESSAR1 TOEITEND
TEMPORATC014-8,0Dr0/1/011/NE OPERSBED
11771/S7/k/acre1(06E(RE,GAIO4'TAW, 0 COAS7:11
ITN/ OR IfOREAN(FOUNP/NSNESPEDEZ, //1/
//1/24-1-E8R49I0,qEAR/ IMIRC1-1
PERARAENTHEaNcifframwavvie
REFER TO NCOENR 'EROS/ON ANO SEDWENT CONTROL
Pi/INN/NC ANO DES/GN /1414NL/AL'; CHAPTER 6; FOR
FURTHER /NFOR/1/14T/ON AND D/RECT/ON ON SEEO/NG.
SEED/NO NO 1CP" 14EZ POORZ OM/NED SO/LS MN
60001.90/871FERETEV770VOIMOTEN4NCE(12,19156 0,)
SEEM/6' Willi& SfiECES RAIFIAVacie,1
Ma FESCUE
PEAS/Vail 8,41-/PGFASS
SERICE4 ZESPEOZZ,4
108EZESPEL2/Z4
SEEDMNOTES' /AWOPSE0W.1401/S6WFEW.RM
SEED
2 al!.POORL YDRA/NBO SNESOMTSER/CE4 ANO
NOREASPROBE TO 3015/aar.
•
d 11/NERBA NE4 TAPPEAR4Na X5',GPSAE-a OMT
5E-R/0E4 AND NCREASBI(OBE 7010 &acre
NURSEPI,WTS • BETLYPENAPR 1,5-ANGAUG 1,5,AD 0 10L2,/acre
cozaviate-raF fReAreSMINOR4SS
PR/OR TO /la 10RAETERAUG /SAM
2.5-frk RIE-(aX19
• SEED/WM TES' BEST P0,5'SBLE
EAR YSPRA76',,E8 5,fAkfia 5,41,R.ID
FRC.' SEPT MEP/ SEPI:1-OCT
SOL /0130511ENTS' /PPE Y1//19E-ANDTERIZICCORD/NG TOSOI
TZTY/X °RAPP/ IWO-4W /b/aoe GROUND
AGR/CCIRIRAZ illIESTONE(USE IREZOGIFR RA 7E
ONSANO1,50/LSIAND 000.1,Y,,vv kt1590
l'HI/L/ZER
MULCH' APR (000IYac/e 041VSIN.414'ORBOU/VAZENT
COI/ER OPANOTHEIMI.V.-48/E-MIChl ANCl/aq
• STRa/BY WANG 11177/ASPI1AZ NETING: OR
• ROWNGOR NY CRA/P/NG MiliAM/LCHANCNOR-
NG TOO/ A 4/51(111/1181.ADES SETNE4R1 Y
5754/g/TCANEFUSEDASA NUICH.INCHOR/NG
/1201.
/114MYTF4I4NCE /P GROW T /SLESS 17-/ANFULZMOBOUNZ-
RETER771%7E/N 771ESECOND ,TAR ACCOVO/NG
T050/I TESTSOR TOPORESS 110/7/500Mete
• *V10E-ER/71/2FR NOIMS NEEDED PYREN
• SE-R/CE- 11500/70P1701111/E111XTURE RE=
SEED, PE-Rill/2E AND MICHCAMIGEDAREAS
• //1111E-01i2-ZK
SE-ED/NOM 20P !FEZ o POOR I ID/WO 7 .5'01S 111Th'
GOOD /190/S17REREIEN7704 1770/1119/4/1EM/VCE(748ZE6: /91
SEBONG/IaTME. SPEC/FS RATE (t/x/e)
PIZ FESCUE (BLEW OF
• MOCK' THREBNPROI/ED
1/ARE/E,
li'rEYGR,114) /5
SEE-P&G:04 TES.' BEST SEPT /5- OCT a
• POSSEE SEPT 10O1.31 OR PEL? 1,WR30
200
501411EN0?ENTS.• APP YENBANOPER17Z/zFRXCCOR0/4/6 /0501
TESTS,' GIMPRE 1,49617,3W/0o-6. GROUND
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ON SANDIS0/1,5,VANO 100141,ne /5/510
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iftl/CR
APR( I,000.6/acie GRANS/Rid/OR EiX/1MZENT
COVER 01-4/110ThERSUITABIBMILCI-1 AhrliOR
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ROWNO OR BY CR/HP/NO dOTIM WC11.44/C1/0g
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Noriscomm=2.
114/NTENANCE• FERT///z7-ACCORD/NG TO SO/L TESTS 0A)/1PPL
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Mi SEP/ A4010 NN01,/, F0Z9/1 121 a:
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/119101,47EK 41014 TOA
NCl/HAY NEEDED
SEFO/Na NO ,Yal)' DRYS/IND:Sid Sel/VOIZO,4/19,571770/
/114/NTE/V4NC4 17NE TI/RE(7427LE-g 11/-1
SEBONGMATURE• SPEC/ES RA 7BA/10 0 0
NIX 110 17F1101// NI/N1/11Z/Nt
NYBRESEIrM/DAGRISS R4P/0 COVER. V
SEB/764/0NOIE15:. XSPA760RSW /1901STURE/SFSSENT141
DC/RA/GP/Tat ESPE/SHNENT 800/115878E
KEPI- PEEL FA THEO TOR 23141E-10,' BUTCM
SZ-PLAN/EDEARZER ORLA TER 17/ANSPR/GS
2 COM1ONBBRM/17,4 CANBE-SEEDED OR
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NOTBI?OUCNIBACK TON4R0 771E-55I5'P4CE
/11U1C/Z• 17:97f107/111e0/1
/114/4/TE/VNCE• PIO TERA NEEDED/1ND NOW T(2,r4'- TO 9-/NCH
NE-/GHT TO/PRESS 11.11711015/ace N/TROCOV
APR, Sat h "LI K .5 0/a 0,./ONE: 0016,61/JUL 1`
1NAUG
SELO/NOW. /CR WEL-OM/NE 1 7 SINO/Z0,4/1/5 to 0/9K
PAO; C0,15'7;11 PLAYNAWDEISTER/VEOGEOTRE2904T
ZOkix lodlE0/141-6;4REL914(4/S (721,6ZE 71.51
SEE-27/N6MXTURE.-• SPBC/ES R47E
CEA/77PEDB6WASS 10-2 0 ZO/acre (SEED)
093 Ju/acce /SPR/OS)
SEED11/6 &AR 19/NE-
(SPR/001114NSEP0NE- THROUGI-MIL 111/E-RE
I WEN /SA VA/ABLEPC RI?/64 TION)
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GENERAL SITE NOTES:
- THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND
UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON
THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE THE CONTRACTOR SHALL ON
HIS INITIATIVE AND, T NO EXTRA COSTS HAVE LOCATED ALL UNDERGROUND LINES AND
STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION
SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER
OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE
SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND
STRUCTURES, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
NON -SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA
"ONE -CALL" AT 800-532-4949 OR 811 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES.
CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
- ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS
SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
- BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND
SPECIFICATIONS AND THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNERAND
THE ENGINEER WHO PREPARED THE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE
MODIFICATIONS TO THESE PLANS OR OF ANY FIELD CONFLICTS.
• PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE,
RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN
OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE
CONTRACTOR HAS RECEIVED ALL PLANS APPROVED FOR CONSTRUCTION AND ANY
OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY
AUTHORITIES. FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL
CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT
MODIFICATION OF THE WORK MANDATED BY ANY REGULATORY AUTHORITY. ALL
CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE,
COUNTY AND LOCAL CODES.
- CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM
DAMAGE,
- THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE
UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING
CONSTRUCTION.
- THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
- ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH RESPECTIVE UTILITY,
- THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL BUILDING
DIMENSIONS. NOTE: THE ARCHITECTURAL DRAWINGS SHOWING UTILITY LOCATIONS
ASSUME THE SAME BUILDING ORIENTATION FOR ALL BUILDINGS, THEREFORE, IT MAY BE
NECESSARY TO ADJUSTOR MIRROR THE INTERNAL UTILITIES TO EXIT THE BUILDING AT
THE PROPER LOCATION TO CONNECT TO THE SITE UTILITIES,
-ALL UTILITlES TO SERVICE BUILDING SHALL BE UNDERGROUND ON -SITE, UNLESS
OTHERWISE INDICATED.
• DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
• ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR ESTIMATION
PURPOSES ONLY.
• ALL DIMENSIONS ARE To THE FACE OF CURB, UNLESS OTHERWISE NOTED.
- ALL RADII DIMENSIONS ARE TO FACE OF CURB.
- ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE
AND LOCAL CODES.
- ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE -
DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN
ANY MANNER ASA RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN
ACCORDANCE WITH THE CITY, PLAN OR ENGINEER'S SPECIFICATIONS.
CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM ANDIOR MATERIAL
INSIDE OR OUTSIDE CONTRACT LIMITS DLIE TO CONSTRUCTION OPERATIONS,
• ANY ROAD WORK SHALL BE PERFORMED IN ACCORDANCE WITH "THE CURRENT EDITION
OF THE STATE DEPARTMENTOF TRANSPORTATION CONSTRUCTION AND MATERIALS
SPECIFICATIONS". AN TOWN OF AHOSKIE PERMIT SHALL BE OBTAINED PRIOR TO
CONSTRUCTING WITHING RIGHT-OF-WAY
• IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE
IRRIGATION CONTRACTOR, FOR IRRIGATION SLEEVE SIZE & LOCATION FOR THE
IRRIGATION SYSTEM.
• CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND
COMPLETE RESPONSIBL TY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,
THIS REQUIREMENTSHALL BE MADE TO APPLY CONPNUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY,
AND HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OF ANY AND ALL
LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON
THIS PROJECT, ACCEPTING LIABILITY.ARISING FROM THE SOLE NEGLIGENCE OF THE
OWNER OR DESIGN PROFESSIONAL
- THE CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT, DRAWINGS SHALL BE GIVEN
TO THE OWNER AND ENGINEER PRIOR TO THE COMPLETION OF THE PROJECT FOR
REVIEW AND ANY CERTIFICATIONS.
REV #1 & 2 SECTION 1 ONLY
SECTION ONE & TWO ADDITIONAL
REV #3 8/15/2019 REVISED PLAN PER JOHNSTON CO.
COMMENT EMAIL 8/8/19
C12
4 OF 4
E&SC SHEETS 7

DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
February 8, 2018
Wyatt Brown, LSS, CPESC
Brown's Environmental Group, Inc.
242 Batten Fan-n Rd
Selma, NC 27576
Subject: Neuse River Buffer Call
NBR# NB 18-003
Project Name: River Ridge Parcel (NC PIN!! 265500-12-8289)
Location / Directions: Princeton-Kenly Rd, Kenly, NC
Subject Stream: UT to Little River (C, NSW)
Determination Date: February 8, 2018 Staff: Carlos Bagley, PE
Feature
(E/I/P)*
Stream
Type
Subject
Not
Subject
Start
@
Stop
@
Survey
Soil
USGS
Latitude
(Dec.
Longitude
(Dec.
Topo
Degrees)
Degrees)
Throughout
S1
I
s
.
tri
Throughout
S2
I
wer
0
LI
*E/I/P = Ephemeral / Intermittent/ Perennial
Explanation: The feature(s) listed above that are checked "Subject" to the Johnston County Neuse
Riparian Buffer Ordinance (Section 14-393 Johnston County Code of Ordinances) has or have been
approximately shown on either the Soil Survey of Johnston County, North Carolina (1994) or the most
recent version of the 1:24,000 (7.5 minute) quadrangle topographic maps prepared by the United States
Geologic Survey (USGS), and have been located on the property and possess characteristics that qualify
it to be a stream. Each feature that is checked "Not Subject" has been determined not to be a stream or
is not present on the property. There may be other streams located on your property that do not show up
on the maps referenced above but still may be considered jurisdictional according to the US Army Corps
of Engineers and/or the North Carolina Division of Water Resources.
0
Printed on recycled paper fej

This on -site determination shall expire five (5) years from the date of this letter. Landowners or
affected parties that dispute a determination made by Johnston County may request a
determination by the Director of the Division of Water Resources c/o the 401 and Buffer
Permitting Unit, or its successor. An appeal request must be made within sixty (60) days of the
date of this letter or from the date the affected party (including downstream and/or adjacent
owners) is notified of this letter. A request for a determination by the Director must be submitted
in writing with a copy of this letter to:
North Carolina Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
•
This determination is final and binding unless, as detailed above, a request for an appeal has been
made in writing within sixty (60) days.
The owner/future owners should notify the Division of Water Resources (including any Local,
State, and Federal Agencies) of this decision concerning any future correspondences regarding the
subject property (stated above). This project may require a Section 404/401 Permit for the
proposed activity. Any inquiries should be directed to the US Army Corps of Engineers Raleigh
Regulatory Field Office at [phone] and the Division of Water Resources 401 & Buffer
Permitting Unit at [phone].
If you have any questions regarding this determination, please feel free to contact Carlos Bagley at (919)
209-8333 or via email at carlos.bag,le Ta ohnstonnc.coin.
Sincerely,
Carlos Bagley, PE
Environmental Manager

S
LINE TABLE
LINE
LENGTH
BEARING
L1
60.36
814.221549E
L2
L.3
L4
50.02
83.60
21.70
S05902'079W
S22952'3719/
N0513'471
L5
86.01
N34905.539W
Le
L7
89.55
26.09
N13901.339W
571.39939W
L8
88.28
N36937'1099N
L9
L10
L11
25.17
29.01
13.57
N70929159W
N27.03.10NV
N62918'2719/
RMIT
S 83903'389' E
hiND
NCDOT STREET TAPER CONNECTION
VD EXIST. ROAD AT S.DIVISION ENTRAN.
CROSSING
2
21
PRO • SED R.C.N. PERMIT
TO ROSS ST12EAM
V9,9'
N.W•19199- .001111..."WarAMIR
ren 66\ \ I NitkirT
OA
64
- N
---,68
73
—",----"-.1'—
_!,6\ g I
— ---T-,
I Ey
1 ,E63
1' \-\
0' \ 71'1 ,1) 70
I pi\ 71
_TMPTURN2 ,.
AROUND 4"04
,\ \
TEMP, TURT ,,
' AROUND \
ISF
DAVID WOODARD/ ANGELA HARE
DEED BOON 02803, PAGE 0761
)(8299-4i28.' W
/
/
227
GODFREY FAMILY LLC
DEED BOOK ONO, PAGE 0532
A
JOHNSTON COUNTY, NORTH CAROLINA
VICINITY MAP
NTS
1.0T ARBA = 3249 AC
RIONT-ORWAY AREA • 6.. AC
OPEN SPACE AREA = 2218 AC 136.3.
DOTAL AREA 61,11 AC
077030907= 73 LOTS / 61,11 AC = 2 LOTS / AC
CROSSING
PROPOSED P.C.N. PERMIT PHASE 1
TO CROSS STREAM
'
SCALE, 1"= 100
STREET PLAN 86 PROFILE:
RIVER RIDGE
IMPACT AREA SUMMARY
CROSSING
2
CROSSING
TOTAL
LENGTH
ZONE 1 =
ZONE 2 =
WETLAND =
89.1 LF
5.948 SF
4,870 SF
0 SF
53 5 LF
2.944 SF
1,883 SF
4,112 SF
142.6 LF
8.892 SF
6,753 SF
4,112 SF
200'
BEULAH TOWNSHIP
JOHNSTON COUNTY, N.C.
SITE DATA:
OWN. J2000V410P100 LLC
588 .11SE ..11 PARKWAY, CLAYTON, NC 27517 .9-.1-1.1
WPM.: R. LOI.EL BIDEER, P.
750 DIT. MEM ROAD, ...., NC 2E551 919-921-3368
113931TRACT ACREAGE (011.1300119.7, PAGE 7302 61,11 ACRES +/•
SONLVD
10.
19CP. 26550212-8289
0.305039E
TOTAL NUMBER OFPROPOSED LOTS: 73 LOTS
SMALLEST LOT AR. 17,000 .
LARGEST LOT ARE. 39,016 SF
A... LOT AREA: 18,985 .
LINEAR FEET OF STREET: 5,960 -
MSG. 119182DING WHACKS'
20 FT
SLDE =9, REAR 5 FT 110 FT ACCESS°. '6TRUCTF
FLOOD ME.. EONS X • AREAS DET.NLYED PG BE OVISIDE MESTS ANNUAL CHANCE
FLOOD.. - DMA NAP 37202655009 37202.5002 DECEA.ER .05
WATER: ALL PROPOS. LOTS SHALL BE SERVICED 1 THE FRINCEPON KEN.' WAS.
DISTRICT
SEWER INDIVIDUAL SEPTTC SEST.fS
ELECTRIC, CABLE, RHOS' N ALL PROPOSED UTILITIES SHALL BE DESIGNED AND INSTALLED
BP THE DENNY
01 S 82951'00E
cISF
8534695:50 W
---
- G-B
-
88916269 E
36.75,
ISF
lI
22
MARGARET M EDGERTON
s,I
DEED BOOK 0 280. PAGE 085
ek
OHE
ISF
_ffiF
ISF
!SF -MAIL KIOSK ISF
1,`? MARGARET AI EDGERTON
.g.,? DEED BOON 01.558, PAGE 001
9.1
BRYAN K.
JOIVES CONSULTING ENGINEERS, P.A. RIVER RIDGE SUBDIVISION
"'STREET DESIGN PLAN & PROFILE
NOT FOR RECORDATION, CONVEYANCES OR SALES
Post Office Box 10882
Goldsboro, North Carolina 27532
919-221-5222 1,10.99 0-3065
J & N DEVELOPERS, LLC
16081 1" = 100' 11/30/2017 C 1

Johnston County Public Utilities
309 E. Market Street
P.O. Box 2263
Smithfield, NC 27577
Johnston County Soil Survey
Propertry Info:
River Ridge
NC PIN 265500-12-8289
880 440 0
880
Feet

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