20200308 Ver 1_401 Application_20200225

6 3 C;
C,NCAROLINA
VECOSYSTEMS
3040 NC Hwy 42 West; Clayton, NC 27520
P:919-359-1102 — F:919-585-5570
Ms. Jean Gibby
Raleigh Regulatory Field Office r t b 2 1 2020
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105 DEO-WATER '
8
Wake Forest, NC 27587 L401 & SUFFER PERM ��
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RE: Pre -Construction Notification: Nationwide Permit 29 and General Certification No. 4139
Pearces Road Subdivision
Franklin County, North Carolina
Dear Ms. Gibby;
Carolina Ecosystems, Inc., on behalf of the Pearces Road LLC and FLM Engineering, has
prepared the attached Pre -Construction Notification (PCN) for the above referenced project for a
Clean Water Act (CWA) Section 404 Nationwide Permit (NWP) 29 and corresponding General
Certification (GC) 4139. A Preliminary Jurisdictional Determination Request was submitted for
the site on December 5, 2019 but has not yet been field verified or issued (SAW-2019-02336).
The site is located along Pearces Road in southern Franklin County. The project would help to
meet residential housing demands in the rapidly growing Triangle region of North Carolina.
The attached PCN form provides information for your use in review of unavoidable impacts to
streams and wetlands. Two unnamed tributaries of Moccasin Creek in the Neuse River Basin
(HUC: 03020203) occur on the property.
Proposed Impacts
The project would require impacts associated with a road crossing to connect proposed lots
within the community. The proposed crossing of stream SA would be required to access homes
located on proposed. Road 3.
Crossing stream SA at the proposed location would result in the loss of 59 linear feet of
perennial stream and 0.006 acre of wetland. There would also be 18 feet of temporary stream
impact.
Additionally, the proposed crossing and associated fill and construction would result in the
permanent loss of 3522 square feet of Zone 1 riparian buffer, and 2150 square feet of Zone 2
riparian buffer. There would also be a temporary impact to 1221 square feet of Zone 1 riparian
buffer, and 879 square feet of Zone 2 riparian buffer.
Avoidance and Minimization
The proposed road would cross perpendicular to stream SA and impact wetland WF. These
impacts are needed to maintain project viability and avoid more significant potential wetland

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Preliminary ORM Data Entry Fields for New Actions
ACTION ID #: SAW -
Prepare file folder ❑
1. Project Name [PCN Form A2a]: Pearces Road Site
Begin Date (Date Received):
Assign Action ID Number in ORM ❑
2. Work Type: VPrivate ❑ Institutional ❑ Government ❑ Commercial
3. Project Description / Purpose [PCN Form 133d and 133e]:
Proposed residential development
4. Property Owner / Applicant [PCN Form A3 or A4]: Pearces Road LLC
5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]:
Phil May - Carolina Ecosystems, Inc.
6. Related Action ID Number(s) [PCN Form 135b]: SAW-2019-02336 (PJD Submittal)
7. Project Location— Coordinates, Street Address, and/or Location Description [PCN Form Bib]:
Pearces Rd. Zebulon, NC 27957 (PIN 2708-54-4620) (35.904053,-78.307983)
8. Project Location —Tax Parcel ID [PCN Form B l a]: 001615
9. Project Location - County [PCN Form A2b]: Franklin
10. Project Location —Nearest Municipality or Town [PCN Form A2c]: Zebulon
11. Project Information — Nearest Waterbody [PCN Form B2a]: UT to Moccasin Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: 03020203
Authorization: Section 10 ❑ Section 404 ❑✓
Regulatory Action Type:
Standard Permit
✓ Nationwide Permit #
Regional General Permit #
Jurisdictional Determination Request
Section 10 and 404 ❑
Pre -Application Request
Unauthorized Activity
8 Compliance
No Permit Required
Revised 20150602

i
0
CAROLINA
ECOSYSTEMS
Ms. Jean Gibby
Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
3040 NC Hwy 42 West; Clayton, NC 27520
P:919-359-1102 — F:919-585-5570
February 12, 2020
RE: Pre -Construction Notification: Nationwide Permit 29 and General Certification No. 4139
Pearces Road Subdivision
Franklin County, North Carolina
Dear Ms. Gibby;
Carolina Ecosystems, Inc., on behalf of the Pearces Road LLC and FLM Engineering, has
prepared the attached Pre -Construction Notification (PCN) for the above referenced project for a
Clean Water Act (CWA) Section 404 Nationwide Permit (NWP) 29 and corresponding General
Certification (GC) 4139. A Preliminary Jurisdictional Determination Request was submitted for
the site on December 5, 2019 but has not yet been field verified or issued (SAW-2019-02336).
The site is located along Pearces Road in southern Franklin County. The project would help to
meet residential housing demands in the rapidly growing Triangle region of North Carolina.
The attached PCN form provides information for your use in review of unavoidable impacts to
streams and wetlands. Two unnamed tributaries of Moccasin Creek in the Neuse River Basin
(HUC: 03020203) occur on the property.
Proposed Impacts
The project would require impacts associated with a road crossing to connect proposed lots
within the community. The proposed crossing of stream SA would be required to access homes
located on proposed Road 3.
Crossing stream SA at the proposed location would result in the loss of 59 linear feet of
perennial stream and 0.006 acre of wetland. There would also be 18 feet of temporary stream
impact.
Additionally, the proposed crossing and associated fill and construction would result in the
permanent loss of 3522 square feet of Zone 1 riparian buffer, and 2150 square feet of Zone 2
riparian buffer. There would also be a temporary impact to 1221 square feet of Zone 1 riparian
buffer, and 879 square feet of Zone 2 riparian buffer.
Avoidance and Minimization
The proposed road would cross perpendicular to stream SA and impact wetland WF. These
impacts are needed to maintain project viability and avoid more significant potential wetland

Pearces Road Subdivision Page 2 of 3
February 12, 2020
impacts elsewhere on the property. A temporary pump around would be utilized to dewater the
area during construction and will be removed at the end of each work day.
Sediment and erosion control measures would be implemented according to NC requirements,
and approved by NCDEQ prior to implementation. Jurisdictional areas adjacent to construction
areas would be clearly marked with protection fencing or other similar method to avoid
inadvertent encroachment. Copies of permits and impact areas would be provided to the prime
contractor and all subcontractors working in or near jurisdictional areas. Land clearing would
take place along with installation of erosion control devices. Construction would be
accomplished using typical equipment including excavators, backhoes, and dump trucks.
Additional equipment may be used as required.
A Tier I search of the NC Natural Heritage Data Explorer found no records of federally
protected species on or near the project. Their report is attached. There are no historic properties
listed on the site. HPOWEB Map Service lists the closest historic property as the H.J. Gay Farm
(FK0666), approximately 550 feet north of the site. The preceding information, along with the
enclosed Pre -Construction Notification form, Vicinity map, USGS map, Jurisdictional Features
map, NRCS Map, impact drawings, and construction plans are provided for your review.
A copy of this PCN is also being provided to the NC Division of Water Resources for the above
referenced 401 Certification review as well as Neuse Buffer Authorization. If you have any
questions or need additional information, please contact me at your earliest convenience at (919)
606-1065 or [e-mail].
Sincerely,
Carolina Ecosystems, Inc.
Philip May
Senior Scientist/Vice President
cc: Mr. Paul Wojowski, NCDWR, 401 & Buffer Permitting Unit
Jon Frazier, P.E., FLM Engineering
Attachments:
- Pre -Construction Notification Form
- NC Natural Heritage Program Search Report NCNHDE-10623
- Figure 1: Vicinity Map
- Figure 2: USGS Map
- Figure 3: Features Map
- Figure 4: NRCS Map
- Agent Authorization Form
- Buffer Determination Letter
- Preliminary Stormwater Package

Pearces Road Subdivision
February 12, 2020
Page 3 of 3
Pearces Road Impact Exhibit Map (FLM, C-1)
Pearces Road Subdivision Construction Plans
o Pearces Road Existing Conditions (FLM, Sheet C-3)
o Pearces Road Erosion and Sediment Control Plans (FLM, sheet C-6, C-12 & C-
13)
o Pearces Road Plan and Profile (FLM, Sheet C-8, C-9, & C-10)

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: NWP 29 or General Permit (GP) number: 4139
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
❑ Yes ❑X No
1f.
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.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Pearces Road Subdivision
2b. County:
Franklin
2c.
Nearest municipality / town:
Zebulon
2d. Subdivision name:
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Pearces Road LLC
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d. Street address:
1151 Tarboro Rd
3e.
City, state, zip:
Youngsville, NC 27596
3f.
Telephone no.:
none provided
3g.
Fax no.:
3h.
Email address:
none provided
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑X Other, specify: Developer
4b.
Name:
Dennis Cyrus
4c.
Business name
(if applicable):
Grande Manor Homes
4d.
Street address:
1189 Tarboro Road
4e.
City, state, zip:
Youngsville, NC 27596
4f.
Telephone no.:
919-669-5933
4g.
Fax no.:
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Phil May
5b.
Business name
(if applicable):
Carolina Ecosystems, Inc.
5c.
Street address:
3040 NC Hwy 42 West
5d. City, state, zip:
Clayton, NC 27520
5e.
Telephone no.:
919-606-1065
5f.
Fax no.:
5g. Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
2708-54-4620
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.904053 Longitude:-78.307983
1 c.
Property size:
42.8 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
UT to Moccasin Creek
2b.
Water Quality Classification of nearest receiving water:
C; NSW
2c.
River basin:
Neuse
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is forested throughout. The vicinity is mostly forested with residential, commercial, and agricultural development throughout.
3b.
List the total estimated acreage of all existing wetlands on the property: 3.31
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,360
3d. Explain the purpose of the proposed project:
The purpose of this residential development is to provide single family housing for the expanding population of the triangle area.
3e. Describe the overall project in detail, including the type of equipment to be used:
See cover letter.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑X Yes ❑ No ❑ Unknown
Comments: pJD Request submitted December 2019
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Preston Butler, Matt Harrell
Agency/Consultant Company: Carolina Ecosystems, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
NCDWR visit November 2019. Corps preliminary JD requested, but no site visit has yet occurred.
5.
Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑X No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑X No
6b.
If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X Streams — tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Road Crossing
Bottomland Hardwood Forest
Yes
Corps
0.006
W2 -
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0.006
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Road Crossing
SA
PER
Corps
4
59
S2 T
Pump Around
SA
PER
Corps
4
18
S3 -
Choose one
S4 -
Choose one
S5 -
Choose one
S6 -
Choose one
3h. Total stream and tributary impacts
75
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivii ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 P
Road Crossing
UT to Moccasin Creek (SA)
No
3522
2150
B2 T
Construction Access
UT to Moccasin Creek (SA)
No
1221
879
B3
No
B4
No
B5
No
B6
No
6h. Total Buffer Impacts:
4743
3029
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The location of the proposed crossing was chosen to allow a more perpendicular crossing while also minimizing the amount of wetlands impacted
during construction. Avoidance of impacts was not practicable as the stream bisects the property.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best management practices and sedimentation and erosion control methods would be used during all construction techniques. No equipment
refueling or maintenance activities would occur adjacent to jurisdictional areas. The pump around diversion for stream SA would de -water only one
section per day's work, and at the end of the day the work area would be stabilized, the pump around removed, and flow restored to the channel.
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?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes ❑X No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments: Proposed impacts are "Allowable" without mitigation
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Stormwater swales are designed as vegetated conveyance to infiltrate stormwater.
❑ Yes ❑X No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
13.8 %
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Project has <24% impervious surface and a stormwater management plan is also not required by Franklin County due to the project location in the
Neuse
River Basin. (See attached Preliminary Stormwater Package)
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
Franklin County
❑ Phase II
❑X NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
[]Session Law 2006-246
[]Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
❑X No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes
❑X No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
El Yes
❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project provides required road connections to adjacent parcels but does not provide extension of utility service or other infrastructure that would
stimulate growth in adjacent areas.
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Lots will be connected to Franklin County water and sewer, which has adequate capacity for the proposed lots.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑x Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS Information for Planning and Conservation online mapper. Accessed 11/1/19. NCNHP Data Explorer online mapper. Accessed 11/1/19.
See NCNHP Site Report attached.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http://www.habitat.noaa.gov/protection/efh/habitatmapper.htmi
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
Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
HPOWEB Map Service http://gis.ncdcr.gov/hpoweb/. National Register of Historic Places http://www.nps.gov/nr/research/
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? 7-1:1
Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Franklin County FEMA GIS floodplain mapping, North Carolina Floodplain Mapping Program http://www.ncfloodmaps.com/
"
Philip May
��
1/23/2020
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

me M Roy Cooper, Governor
00 NC DEPARTMENT OF Susi Hamilton. Secretary
NATURAL AND CULTURAL RESOURCES
Walter Clark. Director, Land and Water Stewardship
NCNHDE-10623
November 1, 2019
Christopher Hopper
Carolina Ecosystems Inc
3040 NC Hwy 42 W.
Clayton, NC 27520
RE: Pearces Road Site
Dear Christopher Hopper
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
httos://www.fws.aov/offices/Directorv/ListOffices,cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod nev.butlerna ncdcr.aov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL. RESOURCES
p� IJ t'v T, RALEV;H ru' ?7r"f, IV, I M !L tXRt1,KT '.ENTER, RhLE3Gl�. NC 27699

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Pearces Road Site
November 1, 2019
N CN H D E-10623
Element Occurrences
Documented Within a One -mile Radius of the Project Area
Taxonomic
EO ID Scientific Name 'iCommon Name Last Element
Accuracy Federal
State Global State
Group
Observation ;.Occurrence
Status
Status Rank Rank
Date Rank
Dragonfly or
32043 Coryphaeschna ingens Regal Darner 2004-Pre H?
5-Very ---
Significantly GS S2?
Damselfly
Low
Rare
Dragonfly or
33749 Somatochlora Coppery Emerald 2004-Pre H?
5-Very ---
Significantly G3G4 S2?
Damselfly
georgiana
Low
Rare
No Natural Areas are Documented Within a One -mile Radius of the Project Area
No Managed Areas are Documented Within a One -mile Radius of the Project Area
Definitions and an explanation of status designations and codes can be found at httns //n nhde.nat ureserve.ore/ onten /h lo. Data query generated on November 1, 2019; source: NCNHP, Q4 Oct 2019.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

November 1, 2019
❑ Project Boundary
DBuffered Project Boundary
NCNHDE-10623: Pearces Road Site
Page 3 of 3
1:24,021
0 0.2 04 08 mi
0 0.325 0,65 1.3 km
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\ y Rd.
Latitude: 35.9038 / Longitude:-78.3071
Project Location:
Franklin County, NC •�u ;�
tea
N Pearces Rd. Site
ECAROLINA St Area Franklin County, NC
ECOSYSTEMS uY Miles
0 0.5 1
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January 2020

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CAROLI NA 3040 NC Hwy 42 West; Clayton, NC 27520
ECOSYSTEMS, INC. P:919-359-1102 - F:919-585-5570
PROPERTY ACCESS AND AGENT AUTHORIZATION FORM
Property Information
Property Address
and/or Description
Parcel Identification
Number(s) (PIN)
City: Zebulon
Pearces Rd.
2708-54-4620
State: NC
Property Owner Information
County: Franklin
Owner: ® Authorized Agent*: ❑
Name: Pearces Road LLC
Title:
Street Address:
1151 Tarboro Rd.
City: Youngsville State:NC
*Written proof of authorization from owner required.
Authorization
Property Size (Acres): 42.8
Zip Code:27596
1, 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.
Additionally, I hereby grant Carolina Ecosystems. Inc. (CET) staff, their designated contractors and representatives, as
well as other Federal, State or local authorities access to the above referenced property when necessary for the purposes of
conducting on -site environmental consulting services. I also grant CEI the authority to act as authorized agent on behalf of
the owner of the above listed property for the communication, submission, and/or application to relevant government
entities, including local, state, and federal authorities, for the review, acceptance, concurrence, and/or approval of
environmental information, documents, and/or permit requests concerning the above listed property. These services may
include regulatory determinations of environmental features on my property such as issuing a determination associated
with streams and wetlands. I certify that I am the legal owner or authorized agent of the legal owner of the above property
and have authority to grant such access. I have made CEI aware of, and supplied all available records related to, previous
environmental investigations on the subject p;qpeqy of which I have knowledge.
Owner/Agent (signature) Date f ��l�f —Zo 17

ROY COOPER
Governor
MICHAEL S. REGAN
Secr etary
LINDA CULPEPPER
Director
Mrs. Nellie P. Pearce
15827 Acorn Circle
Tavares, FL 32778
NORTH CAROLINA
Environmental Quality
November 14, 2019
Subject: Buffer Determination Letter
RRO #19-394
Franklin County
Determination Type:
Buffer
Intermittent/Perennial
® Neuse (15A NCAC 2B .0233)
❑ Tar -Pamlico (15A NCAC 2B .0259)
❑ Intermittent/Perennial Determination (where local
buffer ordinances apply)
❑ Jordan (15A NCAC 2B .0267) (governmental
and/or interjurisdictional projects)
Project Name
Address/Location:
Stream(s):
Pearces Rd. Site
Pearces Rd Zebulon
UT to Moccasin Creek
Determination Date: 11/14/2019
Staff: Gary Kreiser
Stream
Feature
E/1/P(')
Not Subject(Z)
Subject
Start@
Stop@
Soil
Survey
USGS
To o
SA
X
Throughout
X
X
SB
X
Throughout
X
SC
X
X
(1) E = Ephemeral. 1= Intermittent, P = Perennial, NP = Not Present
(2) Refers to State riparian buffer rules only. Stream. wetland, or pond impacts are still subject to applicable water quality standards and permitting requirements.
Explanation: The stream(s)/pond(s) listed above has been located on the most recent published NRCS Soil Survey
of Franklin County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1: 24,000 scale.
Each feature that is checked "Not Subject" has been determined to not be an intermittent stream, perennial stream, a
pond connected to a stream feature, or the feature is determined not to be present. Stream features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be subject to the buffer
rules. There may be other streams located on the property that do not show up on the maps referenced above and are
therefore not subject to the buffer rules. However, if the stream features are present on the tract they are subject to
all other applicable North Carolina stream standards and permitting requirements as outlined in 15A NCAC 02B and
may be considered jurisdictional according to the US Army Corps of Engineers.
t r, - �D-g Q � i`,,
North Carolina Department of Environmental Quality I Division of Water Resources Raleigh Regional Office
3800 Barrett Drive 11628 Mail Service Center I Raleigh, North Carolina 27699-1628

Pearces Rd. Site
Franklin County
11/14,2019
Page 2 of 2
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending via US Postal Service: c/o Karen Higgins;
DWR — 401 & Buffer Permitting Unit; 1617 Mail Service Center; Raleigh, NC 27699-1617. If sending via
delivery service (UPS, FedEx, etc.): Karen Higgins; DWR — 401 & Buffer Permitting Unit, 512 N. Salisbury
Street; Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, an appeal is requested within sixty (60)
days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Gary Kreiser at [phone].
Sincerely,
S. Jay OZ
Zimmerman, P.G., Chief
Water Quality Regional Operations Section
cc: RRO DWR File Copy
Preston Butler, Carolina Ecosystems, Inc. (electronic copy), preston butler&bcarolinaeco.com
Chris Hopper, Carolina Ecosystems Inc. (electronic copy), chris.hopper(a—,carolinaeco.com
am
North Carolina Department of Environmental Quality Division of Water Resources I Raleigh Regional Office
3800 Barrett Drive 1628 Mail Service Center I Raleigh, North Carolina 27699-1628
010 701 n )nn

Pearces Rd. Site
Franklin County, NC-DWR Project # 19-394
NRCS Soil Survey Sheet 14
Franklin Co., NC Locations are approximate
Legend: and are provided for refer-
ence only::
-project boundary

Pearces Rd. Site
Franklin County, NC-DWR Project # 19-394
LISGS Topographical Map 14 04
Bunn West (2016) Quadrangle Locations are approximate
and are provided for refer -
Legend: ence only::
-Project boundary Q •� �•

FLMENGINEERING
July 29, 2019
David C. Revoir
Appian Consulting Engineers, PA
154 Roundabout Court
Rocky Mount, NC 27804
Reference: Pearces Road Subdivision
Preliminary Stormwater Package
Dear Mr. Revoir:
Enclosed you will find the following preliminary stormwater documents for the proposed Pearces
Road Subdivision:
Attachment A — Franklin County Stormwater Application
The site is located on Pearces Road. The area proposing to be subdivided totals approximately
42.9 acres. The site is within the Neuse River basin watershed and is exempt from stormwater
management review in Franklin County.
LIMITATIONS
Our work was performed in a manner consistent with the level of care and skill ordinarily
exercised by other members of FLM's profession practicing in the same locality, and under similar
conditions, as of the date any services were provided. FLM's opinions and recommendations
were necessarily based on a limited number of data and observations. It is possible that actual
conditions could vary beyond the data evaluated. Therefore, FLM makes no guarantee or
warranty, express or implied, regarding any services, communications, reports, opinions, or
instruments of service provided.
CLOSING
Thank you, and please let me know if you have any questions or need any additional information.
Sincerely,
V4*4L eel
yChase Masse PE
Principal
919.423.8975
cmassey(aDflmengineering.com
© 2019 FLM Engineering, Inc.
ZH CAq ''
P •FES
S ' iy
SEAL
0397
,0'
. ys••.QIWEE.�PS,;
CHASE ,
Page 1 of 1
PO Box 91727, Raleigh, NC 27675 p 1919.423.8975
July 29, 2019

P&
Stormwater
Franklin County
Management Review Application
Franklin County Planning & Inspections
215 East Nash Street
Louisburg, NC 27549
Phone [phone] / Fax [phone]
www.frank]incountync.us
This application accompanies the project plans identified below and is intended to provide the information for determining
compliance with the Franklin County Stormwater Ordinance.
Proiect Information:
Project Name:
Pearces Road Subdivision
Property Address:
Pearces Road
Owner/Developer:
Nellie P. Pearce
Tax Map Number:
001615
PIN
#: 2708-54-7505
Project Location:
❑ Tar -Pamlico River Basin
®
Neuse River Basin ❑ Falls Lake Watershed
If the project is located in the Neuse River Basin, the project is exempt from this application process!
Project Type:
® New Development
❑
Redevelopment
Size of Tract:
42.9 acres being subdivided
Total Disturbed Area: TBD
Type of Development:
® Single Family
Residential
❑
Commercial
❑ Multifamily
❑
Industrial
❑ Redevelopment
❑
Other:
Peak Flow:
Pre -Development Runoff cfs (1 yr — 24 hour storm)
Post -Development Runoff cfs (1 yr — 24 hour storm)
% Difference Increase / Decrease
Impervious:
Existing Impervious Ac % Impervious
Post -Developed Impervious Ac % Impervious
Documentation:
❑ Stormwater Management Checklist with all appropriate Submittal Documentation
❑ Neuse, Tar -Pamlico and Falls Lake Developer Nutrient Reporting Form (DWQ Nutrient Reporting Form)
Sianatures
Owner Signature: Date:
Property Owner: Telephone:
Address: Fax:
Digitally signed by
Email:
— / -
MC
c--y mengin ng—
DN:
licant Signature:
APP g
_
cmasuy@flmengineering.<om
Da Date: 2019.07.7920:4539 -04'00'
Date:
July 29 2019
,
Submitted by:
FLM Engineering,
Inc.
Telephone:
919-423-8975
Address:
PO Box 91727
Fax:
N/A
Last Revised 2.18.13
Raleigh, NC 27675 Email: cmassey(q_,)flmengineering.com
Stormwater Management Review Application

NOTES
1. TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS 8
PANCIERA, P.C.
2. SURFACE WATERS, WETLANDS AND STREAMS SHOWN
DELINEATED BY CAROLINA ECOSYSTEMS, INC AND LOCATED BY
CAWTHORNE, MOSS 8 PANCIERA, PC.
3. PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.
4. ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE WITH
APPLICABLE TOWN OF WAKE FOREST STANDARDS. ALL
TEMPORARY EROSION CONTROL MEASURES SHALL BE
MAINTAINED IN PROPER WORKING CONDITIONS THROUGHOUT
CONSTRUCTION.
5, CONTRACTOR SHALL RESTORE AND STABILIZE ALL TEMPORARILY
IMPACTED FEATURES WITH NATIVE VEGETATION.
LEGEND
EX. PROr"
— —
Ei . -....1
— — —
EX ADJACENT OWNERS
— —
EX CHANNELISTREAM
-- --
EX. CHANNELISTREAM BUFFER
EX CHAIN LINK FENCE
EX WETLAND
---
EX. MAJOR CONTOUR IS)
- - -
EX MINOR CONTOUR (1)
— —
PROP. RIGHT-OF-WAY
PROP. LOT LINES
— — — — — — — — — — —
PROP. SETBACK LINE
— — — — — — — — — — —
PROP. EASEMENT
PROP. STORM SEWER
-"—>`—�—}
PROP. STORM DITCH
.a
PROP. MAJOR CONTOUR (5)
PROP. MINOR CONTOUR (1')
LD �= U)
PROP. LIMIT OF DISTURBANCE
PROP. TEMPORARY ZONE I BUFFER IMPACT
PROP. TEMPORARY ZONE II BUFFER IMPACT
PROP. PERMANENT ZONE I BUFFER IMPACT
PROP. PERMANENT ZONE II BUFFER IMPACT
®
PROP. WETLAND IMPACT
PROP. PERMANENT STREAM IMPACT
— — - — - — — — - — —
PROP. TEMPORARY STREAM IMPACT
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
I
OWNER: STRICKLAND
RHONDA GAY
PIN: 2708-55.0713
I
r - — — — — — — - r--------
r 1 1
I I 0 1r11 I
�bA3a S.F. a.®oA
1.25B A.F.
\ � I
I
/ O.MAC.
_J
OWNER. HAMPSON
P/N' 2708-55-4771
L---
o
'
_
I---------
b.507SPF
GMAC.
p
I © L
R
O
I r�+
---------
X=S.F.
I
0—AC. I
//
1
O
I _
I
RSD7
40,3555.F.
0.926AC.
I
------
/
I 1
RSD8 --
IL-
— —
13
— —
I
— — — — — —
/
EX 30'RCP —
I
b.a07 S.F.
OWNER:
D.ee9 Ac.
MULLINS
I-
I
. 'M S.F.
I
I
FFREY
/ JEFREY
0.793
PIN:
2708-65-0443
PROP. 879 SF OF
TEMPORARY
/
ZONE II
BUFFERIMPACTS
/
I �-
/
_
PROP. 9 LF OF
STREAM A
9
TEMPORARYIMPACTS
PROP. 59 LF OF I )
'
J
y
�y
STREAM A /LD ID
PERMANENT IMPACTS
PROP, 2,150 SF OF \
PERMANENT ZONE II
BUFFERIMPACTS
PROP. 3.522 SF OF
PERMANENT ZONE I
BUFFERIMPACTS
—07
PROP. 252 SF OF PERMANENT
WETLAND
` �1yI cn
07
��
Y,
F IMPACTS In
\ /
PROP. 9 LF OFA \
STREAM A
TEMPORARY
PROP. OF
TEMPORARRAR Y Z ZONN E I 1
IMPACTS
BUFFERIMPACTS I
_
/3a,1183F.
1 / PROP, 10
SF. I DRAINAGE ESMT.
�I
/ OXS AC.
0.891 AC. i /
(
--J
If
_s l
I f
II 1B I
VI
I
15 I /
2 U
36.31a19 SF.
I I DA30AC.
I I 32.9165.F.
b,2985.F. I I 0.56AL. i
O.MAC.
I I
ID
ftSLL HW1 FES8
ORSO
C 2 ' 9
RSD3 IF'i("
I
FE:
W I I \ \
�FES3-
32.300 S.F. \ \
I 0.742 Al. \
1
I I I PROP. X 3D' � RSD SD1
P 30' 1
I SIGN ESMT. (TYP.)
I
RSD2 VIA
FES
I
6
O /
AN
b.376 S.F.
10897 Al
J 4�1 �
I
I RSD 11
x
INSET
SCALE'. 1" = 20'
PROP. TEMP. TURNAROUND
SWALE% RSD 16 18 \\ '1 1 E,. FENCE
O 30,122S.F. \ 1
RSD 15 D.M AC.
32 e7o Sr.
EX. WETLAND(TYP.)
Y--�
o.7s7Ac.
EX STREAM(7YP)
PROP. 10' X 10' \ � '
DRAINAGE ESMT. ® \ '
32,1. SF
—AC
"RSD 12 100 NEUSE RIPARIAN
STREAM BUFFER \
I I I
I I I
I SWALE 1 Qj
I I I PROP. 20'
I
DRAINAGE ESMT+
/1I 3e I
I n
0.713AC.
'
I I
IX. POWER POLE(TYP)
I (
I I ///Xf.951 S.F.
/
I
0.7MAc.
® \
I I
I
33,2145.F\
i6T/
\
'RSD114
0,82a AL, \
\
L__1
L�
__i///
RSD 13
iro
\
I I
i
I
)
I
I
I
IMPACT TABLE
STREAM
IMPACTS
TEMPORARY
PERMANENT
ZONE II BUFFER
879 SF
2,150 SF
ZONE BUFFER
1,221 SF
3,522 SF
STREAM CHANNEL
18 LF
59 LF
WETLAND IMPACTS
252 SF
I
I
I
OWNER: GUINS I
JONATHAN W
PIN2708-53-0955 I
I
I
I
I
PROP, TEMP. TURNAROUND
_-RSD 5
:57,, \
1BI
eA
\
q 34,853 S.F.
�q-
\
4q� OAap AC.
RSD6v
\ I
\
RSD 18
35,520 S.F. / / A'....
RSD 17
/"
/
OA15AC.
SEE INSET, THIS SHEET
... \ 37,457 S.F,
\
aSDAC.
\ D.A.
\ 1
\\ \
RSD 19
`\
RSD 20
31.-1 S.F.
\
\ 0.734 AC.
C
31,5.F.
SB9o.rnAc.
0 RSDb 21
/� \
...I S.F I
+� \\
RSD 22 \
0.m AC.
,
SWALE 2/
33,9373F. /
\ 0.a94
/ PROP.
/ DRAINAGE ESMT.
/ 1 41.aa4 S.F. I I \ \
7� OM AC. I I O \\
f� \ I I O.a52 AC.i
OWNER: FINCH N ELMO JR
PIN: 2708-53.3522
v
OWNER' ESTEP KEV/N
LEE
PIN' 2708-63-2777
p✓ �
? OWNER: CRAFTCHADA `
PIN- 2708-63-2455
OWNER: GAYHILLIARD
J JR LIFE ES TA TE
PIN' 2708-64-6948
II OWNER CASS PHILIP
1 PIN: 2708-83-5975
II
II
1
1
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM INC LICENSE NUMBER C-4222
REVISION HISTORY
RMV DESCRIPTION DATE BY
ORIGINAL PLAN SIZE: 24" X W
ISSUED
DO NOT
F FOR REVIEW
ION
100 50 0 100
SCALE. 1 INCH = 100 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL D G
1
IF R IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
EXHIBIT
PEARCES ROAD SUBDIVSION
PEARCES RD
FRANKLIN COUNTY, NC
I SCALE: I ASSHOWN
APPROVED BY:
PROJECT NO.: 18055
IMPACT EXHIBIT
C-1
SHEET 1 OF 1
IN WHOLE GR M
vART wrtHouT wRrrTEN VERNsspN vFLN ENGwEERmc.INc.

VICINITY MAP
SCALE: 1" = 1,000'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL FRANKLIN COUNTY,
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT), AND
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCOEQ)
STANDARDS AND SPECIFICATIONS
CALL 48 HOURS BEFORE
YOU DIG
somm
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
CONSTRUCTION PLANS
FOR
PEARCES ROAD
SUBDIVISION
PEARCES ROAD
FRANKLIN COUNTY, NC
PIN: 2708-54-7505
DEVELOPER:
CONTACT: DENNIS CYRUS
919.669.5933
[e-mail]
ENGINEER OF RECORD:
FILM ENGINEERING, INC
CONTACT: JON FRAZIER, PE
PO BOX 91727
RALEIGH, NC 27675
919.610.1051
JFRAZIER@FLMENGINEERI NG.COM
SHEET TITLE
C-1
COVER
C-2
CALCULATIONS
C-3
EXISTING CONDITIONS
C4
SITE PLAN
C-5
GRADING & STORM DRAINAGE PLAN
C-6
EROSION & SEDIMENT CONTROL PLAN
C-7
SKIMMER BASIN DETAILS
C-8
ROAD 1 PLAN & PROFILE
C-9
ROAD 2 PLAN & PROFILE
C-10
ROAD 3 PLAN & PROFILE
C-11
ROADWAY AND STORM DRAINAGE DETAILS
C-12
EROSION & SEDIMENT CONTROL DETAILS
C-13
EROSION & SEDIMENT CONTROL DETAILS
C-14
NCG01 GROUND STABILIZATION & MATERIALS HANDLING
C-15
NCG01 SELF -INSPECTION, RECORDKEEPING & REPORTING
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV DESCRIPTION DATE BY
ORIGINAL PLAN SIZE: 2W' X 36"
ISSUED
FOR REVIEW
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THIS MR IS 1 INCH N LENGTH
ON ORIGINNL DMWNIG
0 1•
I 1
IF IT IS NOT I INCH ON THIS
SHEET ^gOJUST YWR SGLLE
CCORDINGLY
CONSTRUCTION PLANS
PEARCES ROAD SUBDIVSION
PEARCES RD
FRANKLIN COUNTY, NC
DATE: 1a31-2019
SCALE: AS SHOWN
DESIGNED BY: FLM
APPROVED BY:
PROJECT NO.: 19055
COVER
C-1
SHEET 1 OF15

PIPE TABLE
25-YEAR
p
p
to
TO
FROM
DRAINAGE
DRAINAGE
RAINFALL
RUNOFF
DRAINAGE
TOTAL
SLOPE
Dtheo
SIZE
NO.
Vfull
LENGTH'
ROAD CL
SHOULDER
UPPER
LOWER NWID
HW
HW
SHOHWULDER
PIPE
AREA
AREA
INTENSITY
COEFFICIENT
AREA
FLOW
BARRELS
ELEVATION
ELEVATION
INVERT
INVERT
DEPTH
ELEVATION
DEPTH
MATERIAL
Isf)
Ix)
lirJhr)
(CIS)
Icfs)
wit)
Ain)
(in)
11nsx)
(ft)
IRI
IRI
(ft)
(ft)
1443300
33.1
7,g9
0.3
79.4
92.7
0.0107
40.2
42
2
IR)
IRI
(III
ES1
FES 3
ES2
FES 4
-
-
-
-
6.4
56.W
308.60
30740
301,15
300.55 1.15
4.03
305.18
2.23
CLASS III RCP
FES 5
FES 8
-
-
-
-
-
-
2.5
1.6
0.0089
10.7
18
1
3.3
56.00
314.80
314.12
311.00
310.50 OS5
0.83
311.83
2.30
CLASS IV RCP
FES 7
FES 8
-
-
-
-
1
0.0104
1 8.9
18
i
3.6
48.00
313.90
313.i2
310.00
309.50
0.43
0.85
310.65
2.57
CLASS IV RCP
- 1.3 0.0182 7.3 15 1 42 96.00 311.60 310.32 307.75 306,00
'PIPE LENGTH IS FOR PIPE ONLY AND DOES NOT INCLUDE FLARED END SECTIONS OR OTHER END TREATMENT
0.49
0.61
308.36
1.96
CLASS IV RCP
ROADSIDE DITCH
DESIGN
DITCH
NUMBER
RUNOFF
COEFFICIENT
10-YEAR
RAINFALL
INTENSITY
(IIVhr)
DRAINAGE
AREA
(sfl
DRAINAGE
AREA
Ixroq
0
(qs)
TOTAL0
kfs)
BEGINNING
STATION
ENDING
STATION
LENGTH
(ft)
CHANNEL
SECTION
BOTTOM
WIDTH
IRI
FORE
SLOPE, Z:1
IRI
BACK
SLOPE,Z:1
(R)
CHANNEL
DEPTH
IRI
CHANNEL
SLOPE
(IM
NORMAL
DEPTH
00
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
'APPROVED EQUALS
OS5
0,65
0.40
0.40
0.65
0.65
OS5
040
0.65
0,65
0.65
0.65
0.65
065
0.85
065
0.85
0.65
0.65
LASS
0.85
0.65
ACCEPTED;
7,22
7.22
7.22
7.22
7.22
7.22
7.22
7.22
7.22
7.22
7.22
7.22
7.22
7.22
7.22
7.22
7.22
7.22
7.22
7.22
7.22
7.22
NAG SC250,
11700
11000
20400
37700
10900
10500
15600
40000
5200
5700
12500
13600
4700
3800
3200
5200
7900
8100
4900
5900
6700
SHOO
OR EQUIVALENT,
0.27
0.25
0,47
0.87
0.25
0.24
0.36
0.92
0.12
0.13
0,29
0.31
0,11
0.09
0.07
0.12
0.18
0.19
0.11
0.14
0.15
0.13
TO SERVE AS
1.26
1,19
1.35
2.50
1.17
1.13
1.68
2.65
0.56
0.61
1.35
1,47
0.51
0-41
0.34
0.56
OAS
OS7
0.53
0.64
0.72
OSO
BOTH TEMPORARY
1,26
1.19
6.86
2.50
1.17
1.13
1.68
2.65
2,24
3.27
1.35
1.47
0.51
0,41
0.34
0.56
0.85
0.87
1.38
1.51
2.10
2.11
AND PERMANENT
100+20
100+20
105+00
105+00
109+00
109+00
200+00
200+00
206+00
206+00
206+50
208+50
212+40
212+40
300+00
300+00
302+00
302+00
305+00
305+00
307+00
307+00
LINER
103+95
103+95
108+00
108+00
111+50
111+50
206+00
206+00
207+75
207+75
212+40
212+40
213+80
213+80
301+25
302+00
305+00
305+00
307+00
307+00
308+80
308+80
375,00
375.00
300.DO
300.00
250.00
250,00
600.00
600.00
175.00
175.00
390.00
390.00
140.00
140,00
125.00
200.00
300.00
3D0.DO
200,00
200.00
180.00
180.00
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
TRIANGULAR
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
4,00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2SO
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
2.50
1,50
7.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1950
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1.50
1SO
1.50
1.50
1.50
0.0223
0.0223
0.0284
0.0284
0.0350
0.0350
0,0076
0.0076
0.0231
0.0231
0.0428
0.0428
0.0267
0.0267
0.0110
0.0110
0.0231
0.0237
0.0050
00050
0.0271
0.0271
OA2
0.41
0.75
0.52
0.48
OA7
0A9
0.58
0.51
0.59
0.49
0.50
0.37
0.34
0.28
0.33
0.46
0.47
0.49
0.51
049
O.d9
fREE80ARD
(fl)
SHEAR
STRESS
(IbHt2)
VELOCITY
III.)
MIINMNG'S
n VALUE
TEMPORARY
LINER'
1.08
0.58
2.20
2,18
3.75
2-64
1.56
1.57
0.033
0.033
0.033
0.033
0.065
0.065
STRAW MATH NET
STRAW WITH NET
STRAW WITH NET
STRAW WITH NET
STRAW WITH NET
STRAW WITH NET
1.09
0,75
0.57
1.33
0.98
0,92
102
1.05
1.03
1.03
1.01
0.92
0,23
0.28
2.15
0.022
JUTE NET
2.42
0.022
JUTE NET
0.99
0.74
2.65
0.033
STRAW WITH NET
0-91
0.85
2.89
0.033
STRAW WITH NET
1.01
1.31
1.73
0.065
STRAW WITH NET
1,00
1.34
1.81
0.065
STRAW WITH NET
1.13
062
1.15
0.065
STRAW WITH NET
1.16
0,57
1.09
0.065
STRAW WITH NET
1,22
0.19
1,33
0.028 1
JUTE NET
1,17
0.23
1,58
0.028
JUTE NET
1.04
0.66
1.24
0.065 1
TRAW WITH NET
1.03
0.68
1.21
0.065
STRAW WITH NET
1.01
0.15
1 77
0,022
JUTE NET
0.99
0,16
1,79
0.022
JUTE NET
1.01
0.83
2.69
0.033
STRAW WITH NET
1.01 1
0.83 1
2.70
0.033
STRAW WITH NET
SWALE
DESIGN
SWALE
RUNOFF
10-YEAR
RAINFALL
DRAINAGE
RE
AREA
DRAINAGE
AREA
p
TOTAL
UPPER
LOWER
LENGTH
CHANNEL
BOTTOM
LEFTSIDE
RIGHT SIDE
CHANNEL
CHANNEL
NORMAL
SHEAR
NUMBER'
COEFFICIENT
INTENSITY
(Ares 1
Icfs)
(cfs)
INVERT
INVERT
ft
()
SECTION
WIDTH
SLOPE, Z:1
SLOPE, ZA
DEPTH
SLOPE
DEPTH
FREEBOARD
STRESSLINER"
VELOCITY
MANNING'
DNhr)
(R)
(fl)
(R )
IR)
(fuel
IR)
(ft)
(IWR2)
KPsI
n VALUES
1
040
7,22
109100
2.50
723
10.05
309.50
306.00
450.00
TRAPEZOIDAL
2.00
2,00
200
2,00
2
-
-
-
-
4.21
306.00
296.00
175.00
0.008
0.93
1.07
OAS
2.80
0.033
STRAW NET
WITH
3
-
-
TRAPEZOIDAL
2.00
2.00
1.00
1.00
0.057
0.36
0.64
128
4,30
0.033
STRAW WTH NET
'SWALE 1 ACCEPTS
FLOW FROM
RDS 11 AND
-
12, SWALE 3 ACCEPTS
-
FLOW
-
FROM RDS 21
0,90
AND 22
315,00
310,00
160.00
TRAPEZOIDAL
2.00
2.00
2.00
1.00
0.031
0.26
0.74
0.51
1.37
0.065
STRAW WITH NET
"APPROVED EQUALS ACCEPTED
SKIMMER SEDIMENT BASIN DESIGN CALCULATIONS
SKIMMER SEDIMENT BASIN DESIGN
SKIMMER SEDIMENT BASIN EFFICIENCY
SKIMMER"
DRAINAGE
DISTURBED
REQUIRED
10-YEAR
REQUIRED
BASIN
AREA
AREA
VOLUME
DEPTH'
WIDTH
LENGTH
VOLUME
WEIGHTED
RAINFALL
FLOW p
SURFACE
AREA
ORIFICE
ORIFICE
NUMBER
IAA
Ix)
1800 CFIAC
IRI
(ft)
IRI
PROVIDED
RUNOFF
INTENSITY
(cy)
AREA 325
PROVIDED
SSE
RADIUS
DIAMETER
(�
Icr)
COEFFICIENT
(inthr)
S `5^ S
(sf)
(in)
fin)
fin)
SK-1
1.99
1.99
3'582
2
35
70
4,900
0.5
7.22
7.18
2,335
2,450
SK-2
3.10
3,10
5,580
2
43
86
7,396
0.5
1.5
0.7
1.5
7.22
11.19
3,637
3,698
2.0
OS
1.7
SK-3
0,90
0.90
1,820
2
24
48 1
2,304
0.5
T22
3.25
1,056
1,152
'DEPTH FROM
BOTTOM OF SKIMMER
BASIN
To SPN I wbv
cl cvnnnM
5
0.5
.
10
"SKIMMER SIZED PER SIZING CALCULATOR AT WWWFAIRCLOTHSKIMMERLCOM AT A DRAWDOWN RATE OF 72 HOURS
CHECK DAM WITH WEIR DESIGN
CHECK DAM
DRAINAGE
REQUIRED
VOLUME
DEPTH'
WIDTH
LENGTH
VOLUME
WITH WEIR
NUMBER
AREA
1800 CF/AC
(ft)
(ft)
(R)
PROVIDED
(A1
(�
(Cf)
CDW-1
0.87
1566
2
20
40
1600
CDW-2
0.25
450
2
11
22
484
CDW-3
0.4
432
2
71
22
484
CDWd
0.129
.2
2
20 1
400
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE -CALL CENTER
1-WO-632-4949
92418THISdNwplG.S♦Ml1 NOT BE RWHOLENR
PNiT WRNOIft WRITTEN PERMISSION Cf OF FL FLM E-N ENGINEERING, INC.
ENGINEERING
POST OFFICE BOX 91727
RALEIGH. NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
R.EV DESCRIPTION I DATE I BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED
FOR REVIEW
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THIS BNi I51 INCH IN LENGTH
ON Oa1GINRL OMWING
IF IT M NOT I INCH ON THIS
$NEST, NDJUST YWR SCRLE
CONSTRUCTION PLANS
PEARCES ROAD SUBDIVSION
PEARCES RD
FRANKLIN COUNTY, NC
DATE:
10-31-2019
SCALE:
ASSHOWN
DESIGNED BY:
FLM
APPROVED BY:
PROJECT NO.:
19055
CALCULATIONS
C
SHEET 2 OF 15

NOTES
1. BOUNDARY AND SURVEY DATA PROVIDED BY CAWTHORNE,
MOSS & PANCIERA, P.C. ON OCTOBER 2, 2019.
2, TOPOGRAPHY SHOWN ON THIS SHEET IS FRANKLIN
COUNTY GIS TOPOGRAPHIC DATA.
3. STREAM AND WETLAND DELINEATION PERFORMED BY
CAROLINA ECOSYSTEMS, INC.
4, PREUMINARY SOILS EVALUATION BY CENTRAL CAROLINA
SOIL CONSULTING, PLLC.
5. NO PORTION OF THIS SUBDIVISION LIES WITHIN A FEMA
DESIGNATED 100-YEAR FLOOD HAZARD AREA PER FEMA
FIRM PANEL 3720270800K DATED MAY 2, 2006.
6. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA
ONE -CALL -CENTER AT LEAST 48 HOURS PRIOR TO
BEGINNING WORK.
7. THE CONTRACTOR SHALL FIELD VERIFY DEPTHS AND
LOCATIONS OF ALL UTILITIES PRIOR TO BEGINNING WORK
AND SHALL USE CARE WHEN OPERATING AROUND EXISTING
UTILITIES.
8, THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A
REPRESENTATON OF ALL UTILITIES WITHIN THE PROJECT
EXTENT. UNDERGROUND UTILITY LOCATIONS, IF SHOWN ON
THE PLANS, ARE BASED UPON THE BEST AVAILABLE
INFORMATION AND SHOULD BE CONSIDERED ONLY AS
APPROXIMATE. WHERE CONFUCTS OCCUR, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO
BEGINNING CONSTRUCTION.
9. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE
FOR THE REPAIR OF ANY EXISTING UTILITIES DAMAGED
DURING CONSTRUCTION.
10. THIS PLAN IS NOT INTENDED AS A SUBSTITUTE FOR THE
PERSONAL INVESTIGATION, INDEPENDENT
INTERPRETATION, AND JUDGEMENT OF THE CONTRACTOR.
11, OWNER AND OWNER'S CONTRACTOR SHALL COORDINATE
WITH ALL FRANCHISE UTILITIES REGARDING THE
RELOCATION OF EXISTING AND PROPOSED UTILITIES AS
REQUIRED.
LEGEND
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. CHANNELISTREAM
EX. CHANNELISTREAM BUFFER
0 EX. CHAIN LINK FENCE
EX. WETLAND
EX. UNSUITABLE SOILS
EX. SHALLOW SUITABLE SOILS
- --300- EX. MAJOR CONTOUR (10')
EX. MINOR CONTOUR (2')
CALL 48 HOURS BEFORE
YOU DIG
i
NORTH CAROLINA
ONE -CALL CENTER
1-8M632-4949
QN19 THIS DRAWING SHALL NOT BE REPRODUGEI
PART WITHOUT WRITTEN PERMISSpN OF KM EW
OWNERSTRICKLAND
RHONDA GAY
2708-
II PIN: 270&560713
0
EX 30" RCP
W Q.ul
' 2
/ 4 I /
I
/ 50
I
I
I I j10
W
EX. POWER POLE (TYP)
I I �
ry ;'
I s6s
i
1
_
OWNER: HAMPSON
NICOLA E - -
PIN' 2708-55-4771
I
OWNER: MULLINS
/
/ JEFFREY
PIN' 2708-65­O443
EX. FENCE
/
2
OWNER: FINCH N ELMOJR
PIN' 2706-53-3522
3�
\use
EX WETLAND (TYP)
OWNER' GAYHILLIARD
J JR LIFE ESTATE
PIN: 270&64--6948
I\ER' CASS PHILIP
PIN 2708-63-5975
/ 1 /
PIN: 2708-63-2777
OWNER' CRAFT CHAD A \
PIN: 2708-63.2455
ENGINEERING
POST OFFICE BOX 91127
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C4222
REVISION HISTORY
RYV DESCRIPTION I DATE I BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED
DO NOT
F ORREVIEW RUCTION
100 50 0 100
SCALE'. 1 INCH = 100 FEET
N SCALE ADJUSTMENT
THIS MR I51 INCH IN LENGTH
W ORIGINAL I-ING
I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YWR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
PEARCES ROAD SUBDIVSION
PEARCES RD
FRANKLIN COUNTY, NC
DATE:
10-31-2019
SCALE:
ASSHOWN
DESIGNED BY:
FILM
APPROVED BY:
PROJECT NO.:
19M
EXISTING CONDITIONS
C-3
SHEET 3 OF 15

DEVELOPMENT NAME: PEARCES ROAD SUBDIVISION
STREET ADDRESS: PEARCES RD
PIN NUMBER: 2708-54-7505
TOTAL ACREAGE: 42.49 AC
LESS ROAD R/W: 4.0 AC
NETACREAGE: 38.49AC
EXISTING USE: VACANT
PROPOSED USE: SINGLE FAMILY RESIDENTIAL SUBDIVISION
JURISDICTION: FRANKLIN COUNTY
ZONING DISTRICT: R-40
PROPOSED UNITS: 38
R-40 MIN. LOT AREA (CLUSTER OPTION): 30,000 SO FT
R40 MIN. LOT WIDTH (CLUSTER OPTION): 75'
PROPOSED MIN. LOT SIZE: 30,007 SO FT
PROPOSED AVERAGE LOT SIZE: 34,005 SO FT
PROPOSED SETBACKS:
FRONT: 35'
REAR: 30'
SIDE: 10'
RJO CLUSTER REQUIRED OPEN SPACE: 8.49 AC (20%)
PROPOSED OPEN SPACE: 8.83 AC (20.8%)
REQUIRED MIN. CONNECTIVITY RATIO: 1.40
PROPOSED CONNECTIVITY RATIO: 1.50IS LINKS 14 NODES)
PROPOSED LINEAR FOOTAGE OF ROADS: 3,333 LF
NOTES
1. THIS PLAN IS BASED ON THE APPROVED PRELIMINARY
SUBDIVISION PLAT BY CAWTHORNE, MOSS 8 PANCIERA, PC
DATED NOVEMBER 28, 2017.
2. REFER TO THE FINAL SUBDIVISION PLAT BY CAWTHORNE,
MOSS 8 PANCIERA, PC FOR FINAL SITE BOUNDARY METES
AND BOUNDS AND FINAL LOT SIZES AND DIMENSIONS.
3, ALL NEW ROADS WILL BE BUILT TO NCDOT SPECIFICATIONS
AND DESIGNATED AS PUBLIC.
4. ALL LOTS WILL HAVE INDIVIDUAL WELLS AND INDIVIDUAL
SEPTIC SYSTEMS.
5. ALL LOT AREAS GREATER THAN 30,000 SQUARE FEET.
6. THIS SUBDIVISION WILL COMPLY WITH THE NCDEO SOIL
AND EROSION ORDINANCE.
7. THIS PLAT IS SUBJECT TO ALL EASEMENTS, AGREEMENTS,
AND RIGHT 'OF -WAY RECORDED PRIOR TO THE DATE OF
THIS PLAT.
8. RECREATIONAL REQUIREMENT SHALL BE MET BY PAYMENT
IN LIEU,
9. IN ACCORDANCE WITH ARTICLE 14 LANDSCAPING OF
FRANKLIN COUNTY UDO. LANDSCAPE PLAN TO BE
SUBMITTED AND APPROVED PRIOR TO FINAL PLAT
APPROVAL.
10. THIS PROPERTY MAY BE SUBJECT TO NEUSE RIVER
RIPARIAN BUFFER RULES. CALL N.C. DIVISION OF WATER
QUAUTY TO VERIFY (919-7914200).
11, IMPERVIOUS SURFACE SHALL NOT EXCEED 12% MAXIMUM
3,821 SQ.FT. ALLOWED PER LOT.
12. ALL STUB ROADSISTREETS SHALL BE BUILT TO THE
ADJOINING PROPERTY LINE.
13. LOTS 1-6 8 38 ARE SHALL NOT HAVE DIRECT ACCESS INTO
PEARCES ROAD (NCSR 1001).
14. AN HOA WILL BE FORMED AND BE RESPONSIBLE FOR
MAINTENANCE OF OPEN SPACE AND PRIVATE DRAINAGE
EASEMENTS.
LEGEND
EX. PROPERTY LINE
I
— — EX. RIGHT-OF-WAY
OWNER: STRICKLAND
I
I
RHONDA GAY
— — — — EX. ADJACENT OWNERS
PIN: 2708-55-0713
EX CHANNEUSTREAM
— EX. CHANNEUSTREAM BUFFER
0 EX CHAIN LINK FENCE
/
EX. WETLAND
..
(-------
/
1
' EX. UNSUITABLE SOILSST
/
/
EX. SHALLOW SUITABLE SOILS
\\\
I I O F
I I 1 zss AC
OWNERHAMPSON
/
— — PROP. RIGHT-OF-WAY I
"
\\\
I
NICOLAE
PROP. LOT LINES
I , -
//
J
P/N: 2708-55.4771
/
— — — — — — — — — — — PROP. SETBACK LINE I
/ \\ R50�
\R35' I
/
— —
— — — — — — — — — PROP. EASEMENT
,
I
I
—�
R35'l
R35 W.W7S.F. I
/
\
0 700 AC.
I
1
\ W-MSST. I I
L — I
/
— — — — —
I
_I
0
/
0e%AC I
/
OWNER: MULLINS
JEFFREY
PIN: 2708-650443
0926 AC.
l
I
/
w_
L- ---- ----J o3
Ir--------�
13
I
/
EX 30'RCP
I _---------
3
WW7S.F.
O.BBa ACSf .
I I
I 1Qa I
L_—__ I
/
0.7%AC
Is
--------
----_-J
1e 1
PROP. 10'
/
PROP. TEMP. TURNAROUND
30.082 F. I
DRAINAGE ESMT
/
I 048t;A I
/
PROP. TX 10' CONCRETE
MAIL KIOSK PAD (DIMENSIONS
MAY VARY BASED ON
CLUSTER BOXES CHOSEN)
I ( OBOB AC
­­6
_ _ SEE MAIL
I Q R530'i 1 1 II i to j KIOSK INSET,
V I I 36,3165.F. THIS SHEET
0.830AC \ 30.288988.E
o 81 I 0.759 AC — 11 1 Ico Q. f r
�_��'�, (( PROP. 10'X70'SIGHT --J
2 \ _.TRIANGLE(TYP.)SO S
—�
Q O I I I r \ \\ OAOAC. ) ROPD 1 (20 WIDE,-
W I I \\ \ R500' Sp pUBUC RIW)
I I \ /'
I 0.742
I I PROP. 30'X 30'
I I� SIGN ESMT. (TYT P.)
a.M7A
\ O.787 AG. EX STREAM (TYPJ
R30'(TYP ) I / \\ \ ^PROP. 10X10'�\\
I /O / \ DRAINAGE ESMT. ®
R300' �30376SY. .1321Cf5.F. >
q I 0.897 AC. ( 0.739 AC. / /\
r25;PI).—�� I I R500'' \\ 100'NEUSE RIPARIAN
1
R300' 8 \\
1\ \ \ 30,in S. F. \
\ 0.6a2 AC.
7 I^ \ \\\ O.B AC. \\
/ %
\ !
37,457 S.F. \
\\ 0—AC, R300' \�
IOWAC.
1 I I I \ \ S�REAU BUFFER
I I I I 20 PROP . ' \ // 3 \ \ J1,S1
I , .F. 1 \
I ® DRAINAGI ESMT.. \ / / 31, ®.F. \ O.73o
I I I /\ \ v/ \ 1 I \
EX. FENCE
EX WETLAND(TYP)
OWNER' GAYHILLIARD
J JR LIFE ESTATE
PIN. 2708-64-6948
I
I 1 35,331S.F / / \ / 0.713AC ' 1
133.8093.E I 1312333.F. I
0.n8AC.- I 10.innC. I // /Q / 1R275'
EX POWER POLE(TYP) I I 1 I 33i%1 S.
.F31,ws.F.
\\ \ ,\o.mAc
3214S.F. '
07So8oaac 3o3%A©CF5
\
SLOPES
THIN ADA STALL
AND
ISLE SHALL NOT
I13
GEED 2% IN ANY
DIRECTION
I I
I I
PROP. ADA SIGN
R15'1 20
TH VAN g 1�— 2D —�
ACCESSIBL
SIGNAGE 1 R5' —
I OWNER' GUINS
JONATHANW
RS- — -- R
5' I PIN: 2708-53-0955
R 15' RVY
I
R10'
I
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
MAIL KIOSK INSET
ONE -CALL CENTER
1-800-632-4949
SCALE: 1• = 2V
--------
\ I
r
i
)
PROP. TEMP. TURNAROUND
\
R35'\ Ome Ac.
/ PROP. OP.
20'
\ \
DRAINAGE
ESMT.
\\\\7
1 41,BD1 S.F.
©
0.9BOAC.
\
/
2 S.F .
.SS O
.%2 AC.
OWNER: FINCH N ELMO JR
PIN. 2708-53-3522
OWNER' ESTEP KEVIN
LEE
PIN- 2708-63-2777
\ OWNER- CRAFTCHADA
PIN: 2708-63-2455
11 OWNER: CASS PHILIP
1 PIN- 2708-615975
\1
1
1
RoM
ENGINEERING
POST OFFICE BOX I11727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
RENV DESCRIPTION DATE 8V
ORIGINAL PLAN SIZE: 24" X W
ISSUED
FOR REVIEW
DO NOT USE FOR CONSTRUCTION
100 50 0 100
SCALE: i INCH = 100 FEET
SCALE ADJUSTMENT
-6 — IS 1 INCH IN LENGTH
ON ORIGINAL OMWING
I
IF IT IS NOT 1 INCH ON THIS
—T. OA19T YOUR SCALE
CCORDINGLY
CONSTRUCTION PLANS
PEARCES ROAD SUBDIVSION
PEARCES RD
FRANKLIN COUNTY, NC
DATE:
10-31-2019
SCALE:
ASSHOWN
DESIGNED BY:
FLM
APPROVED BY:
PROJECT NO.:
19055
SITE PLAN
C-4
SHEET 4 OF15
0N19THISORA SHALLNOT9EREPN000CEOINV
RART WII 1 MAi1TTEN RERM-M OF 1. ENGINEE

GRADING AND DRAINAGE NOTES
1, TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS &
PANCIERA P.C.
2. PROPOSED CONTOURS SHOWN REPRESENT FINISH
GRADES.
3. CUT AND FILL SLOPES SHALL BE AT 2.5H:1V UNLESS
OTHERWISE NOTED.
4, SEE SHEET C-2 FOR STORM DRAINAGE CALCULATIONS.
KEY
RSD = ROADSIDE DITCHES
FES = FLARED END SECTIONS
HW = HEADWALLS
LEGEND
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
— — — — — — EX. ADJACENT OWNERS
— — EX.CHANNEUSTREAM
EX. CHANNEUSTREAM BUFFER
0 EX. CHAIN LINK FENCE
EX. WETLAND
EX. UNSUITABLE SOILS
EX. SHALLOW SUITABLE SOILS
—xo— EX. MAJOR CONTOUR IS')
EX. MINOR CONTOUR IV)
PROP. RIGHT-OF-WAY
PROP. LOT LINES
----
— — — — — — — PROP. SETBACK LINE
— — — — — — — — — — — PROP. EASEMENT
PROP. STORM SEWER
-"—�—�—} PROP. STORM DITCH
wo PROP. MAJOR CONTOUR IS)
PROP. MINOR CONTOUR (1')
ID — LD PROP. LIMIT OF DISTURBANCE
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE -CALL CENTER
1-8W632-4949
O A19 THIS DRAWING SHALL NOT BE REPNOD PART WITHOUT W HOUi ROTEN PERS.igN EN
MOF fLN EN
I
OWNER: STRICKLAND
RHONDA GAY
PIN2708-55.0713
I
Iu r------9 r — — — —
- /
Ac.
\ 7 Y•9f.4i05.F. I OWNER - HAMPSON Z' NICOLAE / 2�A
j` P/N: 2708-554771
/ W,691 S.F. I /
I / 0.7osAC. _____—J
L—
30,W7S.F_
\ 0.700AC.
I I I II 3..::.F.
0.®3 AAC. — jqq1 11f{� J
I I I -----_ $ GaaeAc 1 / OWNER: ULUNS
JEFFM
REY
1 O RSD'7 I / PIN' 2708-65-0443
OMAc I _—_-------�
I
L -- RSme
EX 30-RCP I ------ 30.0G7S F
� I .
06B9AC. I /
II I
1 I 34.556S.F. I /
I 0.]93AC. --__—_—J
EX FENCE
^---__ to 1 / PROP. 10' PROP. TEMP. TURNAROUND
3o,OBT DRAINAGE ESMT.
I - o.991 Ac. I /
r/ oao6aC al I _---
_ SWALEy3 RSO 16 \\
O I L--_—_----�--��—_� r_-- ( / © 30122 S.F. \
e I I / 328)OS.F RSD 15 `{ DBB2AC.
0.]65
G.SiO AC. 30.MST 0]68 AA C. L-1
0—AC. i i NIP I \ RSDS
j I I I FES7
L���� RSD 10 I I /_J
I �'�I HW1 FESe
O% RSD 9 4-&- RSD 3
FES4 ,, '90 o.MAC. \ 1
I r \ 30,a93 S.F. � _ � ° RSD B. -_ "' \ -
U I I I Q \\\\ 0 ACb. /FES3 ROAD1 ,` HW2 0 „/ RSD1B \\
Q 1 I I —RSD1 32.30D
I 0.]A2 AC. \ \\ 35,530 S.F. / /
I I p Jai �--��� \ 0.815 RSO 17
I
EX WETLAND (TYP)
ROP. 30 X 30 r\ 33ASLOPES TO
I I SIGN ESMT.(TYP) _. N 0
035.F. SHALL BE 4H:1V`\
^ FES 5 o.767Ac. \
RSD2 � \ DC STREAM (TYP37,—S R.) \\
I O FES6 PROP. 10'X 10'
/ DRAINAGE ESMT. `\
A 30,376SF. \ � / 32.1B35.F.36,]BA S.F\
J� I I QIRSD11 ' RSD 12 100 NEUSERIPAR/A
T
I I 1 I SYVALEI '- W BUFFER SRE\ (ze RSD 19 RSD 20 \\
I I I I I I PROP. 20' 449 / / 0 ` . \\ 31.—S.F. Q \
I DRAINAGEESMT / / 73o
130AC.
// �. / 30713 AC.
811 AC.
EX. POWER POLE CTYP) I I I I I I I I ///33,9s1 S.F.
I / / OMAC / // O // O \ \ \ Q 31,W&V
RSD 21 OMAC, \
33,314s\ 0828 AC. \ \\\ 33.3C15F �.. RSDA22 \
o]6z .Ac \ o.7esac �
L---i L--+ I { e RSD AA RSD14
_
I --- L—
---——————————
—
-------J \\ T I \\
❑ SWALE2 / zz
1 I PROP. TEMP. TURNAROUND \ .9a A. /
PROP. 20'
DRAINAGE ESMT.
II ) I 018UISY
IOWNER: GUINS I / l .MAC I I © 3\
JONA THAN W 0.852 AC /
IPIN: 2708-53-0955
OWNER: FINCH N ELMO JR
I PIN' 2708-53-3522 \ I I
OWNER. ESTEPKEV/N
LEE
PIN' 270&63-2777
\ OWNER: CRAFT CHADA
PIN: 2708-63-2455
OWNER. GAY HILLIARD
J JR LIFE ESTATE
PIN: 2708-64-6948
1I OWNER CASS PHIL/P
1 PIN' 2708-83-5975
11
`1
1
ENGINEERING
POST OFFICE BOX 91727
RALEIGH. NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER G4222
REVISION HISTORY
RENV DESCRIPTION DATE BY
ORIGINAL PLAN SIZE: 24" X 36-
ISSUED
FOR REVIEW
DO NOT USE FOR CONSTRUCTION
100 50 0 100
SCALE: i INCH = 100 FEET
N SCALE ADJUSTMENT
-1 BAR 151 INCH NJ LENGTH
ON ORIGINAL GRAMNG
1 11
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOWL SCALE
ACCORDINGLY
CONSTRUCTION PLANS
PEARCES ROAD SUBDIVSION
PEARCES RD
FRANKLIN COUNTY, NC
SCALE: ASSHOWN
DESIGNED BY: FILM
APPROVED BY:
PROJECT NO.: 19055
GRADING & STORM DRAINAGE
PLAN
C-5
SHEET 5 OF15

EROSION CONTROL NOTES
i. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH
STANDARDS. TH NCDEO \ - OWNER' STRICKLINO
2ALL TEMPORARY EROSION CONTROL MEASURES SHALL / \ RHONDA GAY PROP. MATERIAL - ,
\ PIN: 2708-550713 STAGING I STOCKPILE - - EX. RIGHT-OF-WAY
. IWORKING CONDITION DURING THE PERIOD OF CONSTRUCTION.
MAINTAINED IN PROPER EX. PROPERTY LINE
AND CONCRETE
\ � � � - — — � — -
\ /
3. ADDITIONAL EROSION CONTROL MEASURES ANDK)R MODIFICATIONS TO PROPOSED �/ \ - WASHOUT LOCATION EX. ADJACENT OWNERS
EX. CHANNEUSTREAM
ACTUAL SITE CONDITIONS. -JII OWNER: HAMPSON -- EX. CHANNEUSTREAM BUFFER ENGINEERING/ 1 NICOLA E / / ) i 0 EX. CHAIN LINK FENCE
PIN: 270
AS NECESSARY.554771 /
r- -
I
5. SILT FENCE OUTLETS TO BE PLACED AS SHOWN AND AT LOW POINTS ALONG SILT FENCE PROP. SILT \ \ - 'O: � I , FENCE (TAP.) EX WETLAND POST OFFICE BOX 91727
RALEIGH. NORTH CAROLINA 27875
. % / EX. UNSUITABLE SOILS 30,058 S.F. O I PHONE: [phone]
8. ROADSIDE DITCHES AND PERMANENT SWALES TO BE UTILIZED AS DIVERSION DITCHES I '.;�\ 0.6SO AC
I / FIRM NC LICENSE NUMBER C4222
DURING CONSTRUCTION. i fps
I /� \ I I EX. SHALLOW SUITABLE SOILS
7. PROVIDE STABLE TRANSITION AT DIVERSION ENTRANCES TO BASINS - / I - ' / \' \ tzs9 A PROP. SILT FENCE
LINE THE SLOPE I( I , \\ \ I OUTLET TVP -sw- EX. MAJOR CONTOUR (10')
AT EACH ENTRANCE WITH NAG SC250 OR APPROVED EQUAL \ _ / I ( �),
EX. MINOR CONTOUR (7)
\ 30691 S.F. PROP. RIGHT-OF-WAY
CONSTRUCTION SEQUENCE / _ — — PROP. LOT LINES
I _ / I / / /
1. EROSI- - - - - - - - - - - PROP. EASEMENT
ON AND SEDIMENT CONTROL (EBSC) PERMIT AND CERTIFICATE OF COVERAGE r - - ----------- PROP. SETBACK LINE
t1
(CDC) MUST BE OBTAINED BEFORE LAND DISTURBING ACTIVITIES OCCUR. � - (-- PROP. STORM SEWER
2. OBTAIN NCDEQ E&SC PERMIT AND NCGO1 CDC AND SCHEDULE A PRE -CONSTRUCTION
MEETING WITH A RALEIGH REGIONAL OFFICE LAND QUALITY INSPECTOR A MINIMUM OF I I \ © I /
-"'--�"'-Y PROP. STORM DITCH
72 HOURS PRIOR TO CONSTRUCTION BEGINNING. ADDITIONALLY THE RALEIGH \ m,zae S:F. I I - - ) / sm PROP. MAJOR CONTOUR IF)
REGIONAL OFFICE MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO COMMENCING LAND O6B3 AC_ -- J PROP. MINOR CONTOUR (1')
DISTURBANCE. CONTACT THE RALEIGH REGIONAL OFFICE AT 919-7914200
3, INSTALL CONSTRUCTION ENTRANCE AND WHEN COMPLETE, INSTALL THE PERIMETER _ \` -_ yI - , / / LD ID PROP. LIMIT OF DISTURBANCE
SILT FENCE CHECK DAM WITH WEIR CDW-1 AND SKIMMER BASINS SK-1 AND SK-2. UPON \ I -I i ---� g y / OWNER: MULLINS » m » — PROP. TEMPORARY DIVERSION DITCH REVISION HISTORY
o ee6 AC / '•n` J JEFFREY — SF � g PROP. SILTFENCE
COMPLETION OF INSTALLATION IMMEDIATELY SEED, MULCH, AND ANCHOR EROSION I I. , / g �//t /l PIN' 2708-6"443 REV DESCRIPTION DATE BV
AND SEDIMENTATION CONTROL MEASURES. RSD 7 I-X—X—X—X- PROP. BAFFLE p 40355SF. --���
4. INSTALL PERMANENT STREAM CROSSING PUMP AROUND AND PERMANENT STREAM 0926 Ac. _ - '--I —U PROP. FAIRCLOTH SKIMMER
CROSSING CULVERTS. ONCE COMPLETE, INSTALL CHECK DAMS WITH WEIRS CDW-2, I - _
1 I RSD 8 ��_ , ® PROP. CONSTRUCTION ENTRANCE
CDW-3, AND CDW4 AND SKIMMER BASIN SK-3 AND ASSOCIATED SILT FENCE. L L - -- _ --1 - -- - P� 13 /� I
EX. 30"RCP I -- �� -- 3o,OaTss. I / PROP. HORSESHOE INLET PROTECTION
5. BEGIN CLEARING AND ROUGH GRADING OF SITE. ALL ROAD -SIDE DITCHES SHALL BE [5J I Oe�Ac.
USED AS TEMPORARY DIVERSION DITCHES. INSTALL STORM DRAINAGE CULVERTS WITH I I I- I ^ - ® PROP. SILT FENCE OUTLET
ASSOCIATED INLET AND OUTLET PROTECTION. ALL EXCAVATIONS PERFORMED SHALL I ) 34.5WS F - I I PROP 10
BE BACKFILLED WITHIN THE SAME DAY WITH SPOIL PLACEMENT ON UPSLOPE SIDE. I I o.T93Ac - PROP. LIMITS OF DRAINAGE ESMT EX. FENCE A PROP. CHECK DAM
---DISTURBANCE(TYP.) /' PROP. CHECK
TEMPORARY DIVERSION DITCHES SHALL BE LINED WITH TEMPORARY LININGS AS SHOWN I I / / - 1 _ N _ _
DAM VIATH / A THE TABLE ON THIS SHEET AND STABIU WIT WITHIN 7 DAYS. STURBAN E AND
I I I / _ 14 i r WEIR, CDW4 PROP. TEMP. TURNAROUND/�
AREAS AND CONCRETE WASHOUTS TO BEM WITHIN LIMITSOFI DISTURBANCE AND SHOULD �/ I I L' / a om AC I / �-
BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS, TEMPORARY
DIVERSIONS, CHANNELS AND SURFACE WATER BODIES. / /)/ I r•/ 3o1^C. ,�1 I -_
6. BEGIN FINISHED GRADING, FILLING, AND COMPACTION OF SITE. PERMANENTLY STABILIZE \ /� ,� i I - — SW E 3 RSD 18 \ \� THE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH PAVEMENT AND I I _ PROP SKIMMER 1 / t6 \ \ VEGETATION. SEE $HEFT C-X FOR SEEDING SCHEDULE, / p I L _ _ .., _ _ PROP. CHECK 3gtz25.F. \
" _ BASIN, SK-7 I a—Ac.
7. ONCE SITE HAS BEEN PERMANENTLY STABILIZED, REMOVE CHECK DAM WITH WEIR AND / ^ ' ( 1 I DAM WITH 3z,6705.F. RS\ 15 `` �>
SKIMMER BASINS BY REMOVING ACCUMULATED SEDIMENT BV MEANS OF A SILT BAG AND y I 0 r 1 ( I is I WEIR. CDW-2
RESTORING AREAS TO NATURAL GRADE. CONVERT ALL TEMPORARY DIVERSION () I I 36dta5.F.
DITCHES TO ROAD SIDE DITCHES BY RE -INSTALLING LINERS, IF NECESSARY, AS SHOWN 4P Z V I I oe'u AC. '. RSD 9 30,2pgg F ' o.Tse qc. J L -t'\\ // // \\ \ \ EX WETLAND (TYP)
0696 AC I ` RSDS /// \
IN THE TABLES ON THIS SHEET. �- I I I N EI \ \
Q m I' I I PROP. HORSHOE INLET � II I � FES7 19
8. ALL DISTURBED AREAS SHALL BE STABILIZED AND GROUNDCOVER SHALL BE ACHIEVED \ Q I I L PROTECTION (TAP.) RSD 10 HW 1 FES 8 as O \
WITHIN 14 WORKING DAYS AND STEEP SLOPES SHALL BE STABILIZED WITHIN 7 DAYS, a - f W 4 34.653S.F \
�' RSD 3 rt ORIGINAL PLAN SIZE. 24" X I"
olloO Ac.\ \ 1 PER NPDES CONSTRUCTION STORMWATER GENERAL PERMIT NCG01. � -'\ ` ''30,4OS.F.'RSD 6 • "' \� \ OWNER' GAY HIWARD
9. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE QQ I \ \ O.roo AC. ROAD 1 \ \ J JR LIFE ESTATE
PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF / lLJ I I I 0 S.Z.\ g FES 1 HW 2 RSD 18 i \\ I PIN' 270&64-6948
EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE I I I 3;300F\ \ � RSD 4
IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL E&SC MEASURES SHALL BE I I O.T42AC. ,\ \ /� \ 35,523S.F.
i
iRSD1 ��-� \ OBIS Ac / /
RSD 17 / t MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS NI THIS PLAN. ARAIN / I I PROP. 30' X 30' PROP, CHECK \ s GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING. C
I SIGN ESMT. (TAP.) � O DAM WITH \ .PROP. CHECK / '•^,/a \
.. 334035F. WEIR CDW-1i(\ DAM WITH l•�
10. WHEN THE PROJECT IS COMPLETE THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE FES 5 O.TeT AC. \ \ WEIR, CDW-3 3TA5] 5 F
OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE - .\ o eso Ac `� \\ - ISSUED
/ RSD 21 = EX. STREAM (TVPJ I -- - \ - o OUBMIT INSPECTION ICPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOVMCG0I TO PROP. CHECK Q.- - FES DPR
RAop INAGE ESMT OO \\\, - \\\\ / Y/ DOGE \ \ .-' FOR REVIEW
SUBMIT FEE
ELECTRONIC NOTICE OF TERMINATION SNOT). ALLE ANNUAL GENERAL - DO NOT USE FOR CONSTRUCTION
PERMIT FEE WILL BE CHARGED UNTIL THEa-NOT HAS BEEN FILLED OUT. I 3o,3Te S.F. \ a . J 32.IMS.F. �J J \ \-
QIRSD II RSD 12 100NEUSE RIPARIAN
STREA
SD
11a n 31,049 .F /\ RSD 20 \
NOTES CONSTRUCTION TENTRANCE I i SWALE��F PROP. 20'
T. {J BUFFER \\\ \ 3t,O.F. R�I1B 00 50 0 00
PROP 24 TEMPORARY I I I I DRAT SCALE. 1 INCH = 100 FEET
1. THIS EROSION AND SEDIMENT CONTROL PLAN IS LIMITED W THE INFRASTRUCTURE.\
O WITHINDE
PERMITTED LIMITS U DISTURBANCE, E SHOWN THIS SHEET. AREAS I -- I \ I Oe qC. I I o.T©' o.e11 �J / J /r/,\\ - - \ `_----� --, \ N SCALE ADJUSTMENT
OUTSIDE Of THE LIMITS OF DISTURBANCE SMALL BE PERMITTED VIA A SEPARATE \ I I I /// \ �\ rHIs aAR Is t INLH w LErvcTH
SUBMITTAL --�
ON ORIGINAL DPAWMO
2. TOPOGRAPHY SHOWN IS FRANKLIN COUNTY GIS TOPOGRAPHIC DATA AND SHALL BE EX POWER PoLE (TYP) I I I I\/ f; 1 Jr/J/33.951 SF.
VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING WORK \ I oTT9 Ac © RSD 21 O.T25 AC. \
i I o // 33,2145 \ / 0.628ACF \ \ \--..... \\..3415F R$022 ; / /^ \� \ SIF IT IS NOT 1 INCH ON HEET. gOJUSTYWRSLAIE
3. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF ALL - I PROP. SKIMMER / /i \ o.m2 AC. \ ` _ O.TeSAc J u
UTILITIES WITHIN THE PROJECT EXTENT. \ BASIN, SK-2 II / /'/ '. \ RSD 13 w RSD 14
ACCORDINGLY
4. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL -CENTER AT LEAST 48 I I. -_-�-- - -
HOURS PRIOR TO BEGINNING WORK CONSTRUCTION PLANS
5. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL UTILITIES PRIOR TO 1 \ '� PEARCES ROAD SUBDIVSION
BEGINNING WORK AND SHALL USE CARE WHEN OPERATING AROUND EXISTING UTILITIES. I PROP. TEMP. TURNAROUND \ 36."s.F. /
A N4 AC. 11
6. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE REPAIR OF ANY I I \ v- \\ \\ // PEARCES RD
I � \ O.
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. PROP 20' \ \ \ FRANKLIN COUNTY, NC
I DRAINAGE ESMT.
Im,
OWNER2 CASSPHILIP
OWNER' GUINSI 09 A 3T,©.E > \
\ - JONATHAN W / / 1 PROP. SKIMMER omAc.
I \ \� \ BASINSK-3 / 1
PIN: 270&530955 ,
OWNER: FINCHNEL OJR
/I I PIN: 2708-533522
I// / ,\ �1 DATE: 10-31-2019
\ / _ I _ \\ - - V OWNER ESTEPKEVIN SCALE AS SHOWN
LEE 1 \ DESIGNED BY: FLM
- PIN' 2708-632777
CALL 48 HOURS BEFORE \ / \ \ \ / APPROVED BY:
\
YOU DIG \ _. I \` � �. / PROJECT NO.: 19055
EROSION & SEDIMENT CONTROL
OWNER'
A 7-- - PLAN
NORTH 1-1-
CRAFT CHAD A
ONE -CALL CENTER
1-800-632-4949
0201E THS ORAWMO S- NOT BE REPRODUCE
PART WFOIOUT WRDTEN PERMISSION OF FILM -
PIN' 2708-632455
C-6
SHEET 6 OF 15

LEGEND
PROP. SKIMMER BASIN, SK-1
PROVIDE STABLE
PROP. 20 LF EMERGENCY
EMBANKMENT ELEV. 312.00'
BOTTOM ELEV. 309.00'
TRANSITION AT DIVERSION
EX PROPERTY LINE
SPILLWAY AT ELEV.
(2H.1 V SIDE SLOPES)
_ _DITCH ENTRANCE TO
L SEDIMENT TRAP - LINE
— —
E%. RIGHT-OF-WAY
311.00' LINE WITH NAG
SC250 (OR APPROVED
THE SLOPE AT ENTRANCE
— — —
EX ADJACENT OWNERS
EQUAL)
PROP. FAIRCLOTH
PROPCHECK
WITH NAG SC250 OR
— —
EX. CHANNEUSTREAM
.
I SKIMMER
DAM WITH
APPROVED EQUAL
WEIR, COW
\ �/�
EX CHANNELISTREAM BUFFER
PROP. SILT
LD --t
0
EX. CHAIN UNK FENCE
FENCE (TYP.) PROP. SILT FENCE
PROPRIP RAP OUTLET (TYP)
.
EX. WETLAND
PROP. BAFFLE /
I DISSIPATOR EXTENDED
(TYP)
TO SILT FENCE OUTLET
EX UNSUITABLE SOILS
- /
— 1
+ PROP. SILT FENCE
OUTLET (TYP)
EX. SHALLOW SUITABLE SOILS
+
LD —
HW1
EX. MAJOR CONTOUR (10')
_
-. -- --
EX. MINOR CONTOUR (2y
FES 5
�
— —
PROP. RIGHT-OF-WAY
_
PROP. LOT LINES
— — — — — — — — — — —
PROP. SETBACK LINE
PROP SILT BAG
— — — — — — — — — —
PROP. EASEMENT
LOCATION
_
PROP. STORM SEWER
PROVIDE STABLE
PROP. STORM DITCH
TRANSITION AT DIVERSION
_ —
\
'+�
PROP. MAIOR CONTOUR (5')
DITCH ENTRANCE TO
_
SEDIMENT TRAP -LINE
THE SLOPE AT ENTRANCE
HW2
— LD '�
PROP. MINOR CONTOUR 1
(•)
WITH NAG SC250 OR
�� PROP SILT FENCE-�
OUTLET (TYP.) `
��
LD
— >> TD » —
PROP. LIMIT OF DISTURBANCE
PROP. TEMPORARY
APPROVED EQUAL -
\ \
PROP CHECK
\
— g — SF
DIVERSION DITCH
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NORTH CAROLINA
ONE -CALL CENTER
1-NO-632-4949
A19—DRAWING SWILL NOT BE REPRODUCE
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SCALE: 1" = 30'
ENGINEERING
POST OFFICE BOX 91127
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV I DESCRIPTION I ATE I BY
ORIGINAL PLAN SIZE: 24" X 36'
ISSUED
Do NOT
F ORREVIEW
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100 50 0 100
SCALE: 1 INCH = 100 FEET
SCALE ADJUSTMENT
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CONSTRUCTION PLANS
PEARCES ROAD SUBDIVSION
PEARCES RD
FRANKLIN COUNTY, NC
DATE: 100.31-2019
SCALE: ASSHOWN
DESIGNED BY: FILM
APPROVED BY:
PROJECT NO.: 19055
SKIMMER BASIN DETAILS
C7
SHEET 7 OF 15

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STATION
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ROAD 1 SCALE: 1 INCH = FEET
PROFILE VIEW
HORIZONTAL SCALE
ALE
NORTH CAROLINA 5 2.s o s
ONE -CALL CENTER
1-800-632-4949
SCALE: 1 INCH = 5 FEET
VERTICAL SCALE
0 W19 THIS ORAWNG SI-L NOT W REPRODUCE. IN WHOLE OR IN
PMT WITHOUT WRITTEN PERw33XMl OF FLM ENGINEERING, INC.
340
330
320
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C•4222
REVISION HISTORY
RYV DESCRIPTION I DATE I BY
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310 C ISSUED NOT
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CONSTRUCTION PLANS
JO
PEARCES ROAD SUBDIVSION
PEARCES RD
FRANKLIN COUNTY, NC
DATE: 10-31-2019
SCALE: AS SHOWN
DESIGNED BY. FILM
APPROVED BY:
PROJECT NO.: 19055
ROAD 1 PLAN & PROFILE
C8
SHEET 8 OF15

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I
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i
I
II
300
290
200+00
201+00
202+00
203+00
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NORTH CAROLINA
ONE -CALL CENTER
1-8M632-4949
OA18 WRHOUTWRRTTNISUA TTEx SNE PNO>BEREPRODUCE
PART RMISSpN OF FLN ENI
STATION
ROAD
PROFILE VIEW
209+00 210+00 211+00 212+00
FIN
ENGINEERING
POST OFFICE BOX 91727
RALEIGH. NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REEV I DESCRIPTION DATE BV
ORIGINAL PLAN SIZE: 24" X 36•
ISSUED
FOR REVIEW
DO NOT USE FOR CONSTRUCTION
50 25 0 50
SCALE: 1 INCH = 50 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH M LENGTH
i� ON ORIGINAL DRAWING
o
I 11
IF IT IS NOT 1 INCH ON THIS
SHEET ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
PEARCES ROAD SUBDIVSION
PEARCES RD
FRANKLIN COUNTY. NC
DATE:
10-31-2019
SCALE:
ASSHOWN
DESIGNED BY.
FLM
213-00
214+00
APPROVED BY:
19055
PROJECT NO.:
50 25 0 50
SCALE: 1 INCH = 50 FEET
HORIZONTAL SCALE
ROAD 2 PLAN & PROFILE
5 20 5
SCALE
E: 1 INCH = 5 FEET
^A
_
l/V__ (`r./7]
VERTICAL SCALE
SHEET 9 OF15

LEGEND
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\ \
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•
NORTH CAROLINA
ONE -CALL CENTER
1-600-632-4949
I-- SHALL NOT BE REPROOUGE
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13,92
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. 0
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67,78
150.00
HIGH PT. STA: 302+08.49
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---�
----------
- --------------------
-
98
--------------------
STATION
ROAD
PROFILE VIEW
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C4222
REVISION HISTORY
R.EV DESCRIPTION DATE BY
-340
m
ORIGINAL PLAN SIZE: 24" X 36"
-320
ISSUED
FOR REVIEW
310 DO NOT USE FOR CONSTRUCTION
50 25 0 50
SCALE: 1 INCH = 50 FEET
SCALE ADJUSTMENT
TN6 SAR IS I INCH N LENGIM
ON ORIGIWIL IXtAWMJG
300 �� L
IF IT IS NOT I INCH ON THIS
SHEET. ADJUST YWR S—E
AGGOROINGLY
CONSTRUCTION PLANS
PEARCES ROAD SUBDIVSION
PEARCES RD
90 FRANKLIN COUNTY, NC
�80
306-00 307+00 308-00
309+00
DATE:
10-31-2019
SCALE:
AS SHOWN
DESIGNED BY.
FLM
APPROVED BY:
PROJECT NO.:
19055
50 25 0 50
SCALE'. 1 INCH = 50 FEET
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SHEET 10 OF 15

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END SECTION gNENSIM
qA A B C
4- 1 -0Eli 12
-1 1 2 -1 1
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1. OESM OF ORM END-SECTON SHALL CONFTO
STANDMD RONFORCED SECTIONAL
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• INCREASE TO 84" WHEN
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BLUE
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ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
DESCRIPTION I DATE
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED
FOR REVIEW
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
IF IT IS NOT I INCH ON THIS
SHEET, AOJUST YWR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
PEARCES ROAD SUBDIVSION
PEARCES RD
FRANKLIN COUNTY, NC
DATE:
10-31-2019
SCALE:
ASSHOWN
DESIGNED BY:
FLM
APPROVED BY:
PROJECT NO.:
19055
ROADWAY AND STORM
DRAINAGE DETAILS
C-11
SHEET 11 OF 15
OF FlM ENGINEERING.INC.

PLAN
W NN
CRn^'
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FRONT VIEW
SIDE VIEW
NDTs:
3 INSPECT INTEENEE. AT — OROX A WEEN AND AFTER EACH FAIM- NIANE AN' RECATIC. REPAIRS I.—TE1,
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1-800-632-4949
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a.Y.IE.RKE P.Y.wE. PLAN VIEW nEn, �RA�H�T
mirwW
THE
M ENDANgrt THE FI—oU.NO
SIDE VIEW ""
EANDANXII n —� M .M,FE7'- , I—
N
E._ _4ot
FRONT VIEW
DOY
ENGINEERING
AY POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C4222
it MIN NMLM IINOE EMB CNT
1 EMERGENCY SGILLWnr
MI­
rEARRELPEE
I.A BSNIN NE PAD STA&L—OUTLET
SKIMMER SEDIMENT BASIN
NO SCALE
42L.
T. HAD MEN PECEEMYSTARIElEED _.D_
SILT FENCE OUTLET "" xN� DNIN`°uTE
NO SCALE °1CTO,
TOP ELEVATKJN OF STORMWATER GS'-1'
END VIEW
IS wasHEo STONE 1,�wc. FRONT VIEW
EwsnNG SLOPE I �Wo
ONEXTE
pt RIP RAP "A"IMKEo 1- ww AssReu
MER.
SIDE VIEW
_ KEI'ED RIP RAP
NOTES
`_--
1. REMOVE SEDIMENT
I5 WAg1ED STONE
ACCUMULATIONO FOM
CHECK DAMS PRREVENTIND
FRONT VIEW
DAMAGE TO CHANNEL
VEGETATION. FLOW SHOULD
BE MAINTAINED THROUGH
EXIST
THE DAM.
NG GROUND
2. HEIGHT& WIDTH DETERMINED
BY EXISTING TOPOGRAPHY
STEPSEQUENCE
AND SEDIMENT STORAGE
REQUIRED.
3. KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
CHECK DAM
NO SCALE
GRAVEL
PAD
CLAI
NON —WOVEN GEOTEXTILE
FILTER BAG
PUMP
WELL VEGETATED OR
OTHERNASE STABILIZED
AREA
FILTER BAG
GRAVEL
PAD
FLOATING
INTAKE
SILT BAG & PUMP
NO SCALE
aMs o.I. �nENP,E TEE I` PERSPECTIVE VIEW
r NZ
OR
FEPOM �NI THEa WEn EXT KIMERTGBETE HERED SKIMMER
NO SCALE
FILTER BAGS MAY BE USED TO FILTER
WATER PUMPED FROM EXCAVATONS PRIOR
TO DBCHARGING,
FILTER BAGS SWILL SE MADE FROM
NON -WOVEN GEOTEXTILE IATERWL SEWN
WITH HIGH STRENGTH, DOUBLE STITCHED
' TYPE SEAMS. THEY SHALL BE CAPABLE
OF TRAPPING PARTICLES LARGER THAN ISO
MICRONS.
THE PUMPNG RATE SHALL BE NO GREATER
THAN 750 GPM OR)s THE MAXIMUM
SPECIFIED BY THE IANUFACTURER.
IMICIIEVERISLESS. RUMPINTAKES
SHOULD BE FLOATING AND SCREENED.
FILTER BAGS SWELL BE LOCATED IN
WELL -VEGETATED (GRASSY) AREAS AND
CI C FNGED ONTO STABLE, EROSION
RESISTANT AREAS, WHERE THIS IS NOT
POSSIBLE. A GEOTEXTILE FLOW PATH SHALL
BE PROVIDED. BAGS SWWLL HOT M PACED
ON SLOPES GREATER THAN 5%.
THE PIMP DISCHARGE HOSE SHALL BE
INSERTED INTO THE FILTER BAG IN THE
MAMJER SPECIFIED BY THE
—FACTURES AND SECLRELY CUM D.
A SUITABLE MEANS CF AOCESSIHG THE BAG
WITH WCHNERY REQUIRED FOR DISPOSAL
MUST BE PROVIDE". FILTER
BAGS SHALL SE REFACED WBEN THEY
SECOMEXETULL. SPARIEREPLACE1,11ENT
BAGS SHALL SE KEPT AVAILABLE FOR
REPLACEMENT- TiDSE THAT HAVE
FAILED OR ARE)5 FULL.
FILTER HAGS SHALL BE INSPECTED DAILY. IF
ANY PROBLEM IS DETECTED. PVMPNG
SHALL CEASE IMMEDATELY AND NOT
RESUME UNTIL THE PROBLEM IS
CORRECTED.
NE
EIA 'FED
AINER
IT TM=
='�RT_E`T-FTHE.0E= TEIEWLIEFUM- PILL THE
THE
MADE =
LE
THE "ITE
L RE
ET PAD I.
THE ­­4END TEAT THE. EX
MID" EEE-ENll
SEDIMENT BASIN CONSTRUCTION
& MAINTENANCE NOTES
NO SCALE
REVISION HISTORY
RMV I DESCRIPTION DATE BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED
FOR REVIEW
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THIS MR IS 1 INCH IN LENGTH
ON ORIDNAL DRAWING
I 1i
IF IT IS NOT 11NCH ON THIS
SHEET. ADJUST YOUN SCALE
ACCORDINGLY
CONSTRUCTION PLANS
PEARCES ROAD SUBDIVSION
PEARCES RD
FRANKLIN COUNTY, NC
DATE 10-31-2019
SCALE: ASSHOWN
DESIGNED BY: FLM
APPROVED BY:
EROSION & SEDIMENT CONTROL
DETAILS
C-12
SHEET 12 OF 15
O P018 THIS ORAWING SHALL NOT BE REPRODUCED IN WHOLE UH IN
PART WITHOUT WRRTEN PERMISSION OF FLM ENGINEERING. INC.

SACKFILL PER NCDOT STANDARDS
PROP. ENDWALL
PROP. CULVERT
(BURIED 6" BELOW THE
EXISTING STREAM BED)
PIPE AND ENDWALL �— EX. UNDISTURBED SOIL
BEDDING PER NCDOT
STANDARDS
STREAM CROSSING
CULVERT SECTION
NO SCALE
FOR DISTURBED AREAS, DITCHES,
SHOULDERS, SLOPES (MAX 3:1):
PLANTRIS RATE
MAR 1 -AM 15
LMACRE
T�L­
lUl t.Aw aSOR
TALI FESCUEI, v
nA.GRE IEREW.TOP MILLET), X
RE ISORCHUMSUDAN HYBRID$)
TEMPDRARI: RESEED TO OPTIMUM SEASON FOR =1.1'N.DO IT =TEMPORARY COVER TO. w ETH�N IzwHEICEM.I.RE
SO MAY NO STAIDED OUT
FOR DISTURBED AREAS, DITCHES,
SHOULDERS, SLOPES (3:1 TO 2:1):
DATE
TYPE
gANnna RATE
EIA'_—RIFIED)AND
MAR 1 AM 15
AID FALL
ELLP
E GRASS
I sent
"e1ERwmrov
wE PALL FEECICL ss
MRLET). SD
RE Is°RGHUMsmw HYERrOs1
I.MAR
La IFIEq Amain T-rtESC.IF
LESseer
^,M.N[I PIALi F[�EI 1.
V 1 PDRARY: RESEEDA- RUIR°TOOPTIMUMsFAsoN, DE MAY RE SHADED OUT
MIXTURE
AGRICULTURAL RE P TOIIACRE
U_IRE IN CI -AY KS)
EweePHOSPHATE . TOR
JURISDICTIONAL STREAM BED
BASE FLOW. V
(2' MIN.)
WORK WATER LEVEL
AREA
DIKE SECTION
NOTES:
1. PUMP AROUND DIKES SHALL NOT BE
SET OUTSIDE THE UNITS OF
DISTURBANCEAMPACT LIMITS SHOWN
ON THE PLANS.
2. INSTALL PUMP AROUND DIVERSION
AND DEWATER THE CONSTRUCTION
ZONE THROUGH THE DEWATERING
DEVICE. THE CONTRACTOR SHALL
STAGE THE LIMITS OF THE PUMP
AROUND FLOW DIVERSION TO
DEWATER ONLY THAT SECTION
SCHEDULED FOR THAT DAY'S WORK.
AT THE END OF EACH WORK DAY,
THE WORK AREA SHALL BE
SABILIZED, THE PUMP AROUND
REMOVED, AND THE FLOW
RESTORED TO THE CHANNEL WORK
SHALL BE COMPLETED ONLY DURING
FORECAST PERIODS OF DRY
WEATHER.
FOR LATE WINTER ANDr_AMerv°M
EARLY SPRING:
� Ar,Mwc.O
6—UEElaSRHI uwsnorAAD To LSqRE1-1. FERTRMEN
sFEnpA'I l%=Z rAND uDLCH
LNAORE "."OR ry ).m
mr
FOR SUMMER Am
GERugrvuruEr .alaACRE Uuesr^ORE OOMAIgReNeEiORO`oDLATEers arLY
INTHEPEDRONTARC
wlnc ono Lw FlDlom IZER
SURSTNUTEI IT. I'll U—NE APPLY I- -NE STRAIN ANCHOR SYNNN.1
IT I
NE11-111f IF IFICIAT. IS NOT ILL' ADEDUATE
FOR FALL:
" wIA SµpDa „D DEw
RE
m� Re LIMESTORE I1 1 EID,DIDFERTILMER
TA
ON
ND
IMCX047N LEEe— 1 u;ED'FE"ERRDAERYUP EARLY
SEEDBED PREPARATIONuARDI
AVMLAELE GTED AREAS AND ENSEAD TOPSOIL THREE INCHES DEEPOYER ALIERSE SOL DONDITIONS,, IF
3. RIP THE ENTIREAREATD$XIRGHEBDEEP AC
PHON SROU BgDDI�iD'rHEro LIs
N.
ll
UNIFORM LID
BE R°CK ROOis. AND OTHER DB6TRUCTIans LEAVING SURFACE REAsrNABLV SMOOTH AND T�A PH oFeaR ...ECRY_U AN l NEED NOT OF o� TONSIORE ON -TIRED PcoRPONATE INTO THE roe AB INDIESOF EDL SDLLE s
A —Y AGRICULTURAL"IF FERTILIER AN SUPERMORMATE D"IFEIMLV AND ARX WITH SOIL (*NEE EB.ay W
INCHES DEEP N AN= ARE TO,
8 =01 A IRESTLY PROPARED REEDSED AND COPIER SFLI UGHTLY WIN RE-ING ­RMENT ON CULTIPACY AFTER . II —ES SEPOSE APPICAT9'"U"' SEEDER 1. USED DO NOT MI. SEE. AND FENTIL.ER ­ THAN
S TEALTE6DSHGULDBEDERm,aDAMAGED.REElORRESFELDWnGN�REEDURDS INTREPLANTASON, IFRIGINALINSFEERTNI:ERAND rHeC—ODRSFFORESEE°IGIP.lIDEI.SURFACENOUONENS) D�GEEPRi ,ID
PPLYAGRICULTURALUMELTE.EZTUNNNNREMINIMMORPER EDILTEST TEMPORARY SEEDING SCHEDULE
MSOR tOF �^ANALYRS NO SCALE
AWV ONSTI'.SWCFETRACRE ^L
UQUT p.00 GALSIACRE
OR EN­ASPH.ALr ®® ALSX GALS -RE
PERMANENT SEEDING SCHEDULE
NO SCALE
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
SILT BAG
(OR OTHER APPROVED
DEWATERING DEVICE)
DEWATERING
STREAM PUMP
DIVERSION PUMP
INTAKE HOSE
INTAKE HOSE
P P
WORK AREA LENGTH
NOT TO EXCEED THAT
( WHICH CAN BE COMPLETED
F� IN ONE DAY
24' DIAMETER SUMP OR POOL
07' TO 18" DEEP)
CLEAN WATER DIKE
(SEE DIKE SECTION)
PUMP AROUND DETAIL
NO SCALE
SEDIMENT DIKE - J
(SEE DIKE SECTION)
DISCHARGE ONTO A STABLE
VELOCITY DISSIPATOR MADE OF
RIPRAP OR SANDBAGS
- ""ollow
ROLLMAX
SON lltal,Cn Slleet VMa: SL350'Nrl Re�nt°rLemenl Mat
NORTH AMERICAN GREEN SC250
EROSION CONTROL BLANKET
NO SCALE
PERSPECTIVE VIEW TM °°°� r
SEDIMENT STORAGE
PpE INVERT, MAX DIA qPE 163E'
AREAS TO BE DISTURBEDI( FLOOD 6TOR EZONE �RC
(CUT, FILL, ETC.) RAC HE OVI u ,.,.
-} NATMAL CRouruD
MINFLOW
MSD
�R
5 90—
'= FILTER FABRIC
—I RIPRAP
MINNA MACCEPT—E AST WASHED STONE MAX 6EDIMEM DEPTH ICLEAN—_NT)
lN4ESS OT —.F
NOTED
SECTION THRU BASIN FILTER, AND CULVERT PIPE
NOTES:
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL
2. INSTALL THE CLASS 8 OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND THE PIPE INLET. THE STONE SHOULD BE BUILT UP
HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUM CREST WIDTH OF THE RIPRAP SHOULD BE
3 FEET, WITH A MINIMUM BOTTOM WIDTH OF 11 FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT
LOWER THAN THE SHOULDER OF THE EMBANKMENT OR DIVERSIONS.
3. A 1 FOOT THICK LAYER OF NC DOT #5 OR #57 STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.
4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE HORSESHOE 18 INCHES
BELOW NATURAL GRADE.
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND ESTABLISH FINAL GRADING
ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH GROUND COVER.
HORSESHOE ROCK PIPE INLET PROTECTION
NO SCALE
MATTING TO BE INSTALLED PER PLAN
NOTES:
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING
CELL-OSEED DO NOT SEED PREPARED AREA CELL-OSEED MUST BE INSTALLED WITH PAPER SIDE DOWN
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6' (15 CM) DEEP X 6' (15 CM) WADE TRENCH WITH APPROXIMATELY 12
(30LTD) OF BLANKET EMENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET KITH A ROW OF STAPLESSTAKES
APPROXIMATELY 12' (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO
COMPACTED SOILANDFOLDREMAININGI7(3OCM) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER
COMPACTED SOIL WITH A ROW OF STAPLESISTAKES SPACED APPROXIMATELY 12' (30 CIA) APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE
SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESISTAKES INAPPROPRIATE LOCATIONS
AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLESISTAKES SHOULD BE PLACED THROUGH EACH OF THE
COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2--5- (5 CM- 12.5 CM) OVERLAP DEPENDING ON BLANKET TYPE.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3- (TS CM)
OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12' (30 CM) APART ACROSS ENTIRE BLANKET WIDTH. NOTE 'IN LOOSE SOIL
CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN S' (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS.
DETAIL AND LANGUAGE PROVIDED BY NORTH AMERICAN GREEN REV. 1/1004
MAINTENANCE'
i. INSPECT SLOPE MATTING AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT d INCH OR GREATER) RAIN FALL EVENT. REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE SLOPE MATTING.
3. ANY AREAS OF THE SLOPE MATTING 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 SLOPE MATTING AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
SLOPE INSTALLATION
NO SCALE
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C4222
REVISION HISTORY
RMV DESCRIPTION DATE BV
ORIGINAL PLAN SIZE: 24" X 36-
ISSUED
FOR REVIEW
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THISEAR Lfi 1 INCH IN LENGTH
ON ORIGINAL DRAWING
1
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
PEARCES ROAD SUBDIVSION
PEARCES RD
FRANKLIN COUNTY. NC
DATE:
10-31-2019
SCALE:
ASSHOWN
DESIGNED BY:
FILM
APPROVED BY:
PROJECT NO.:
19055
EROSION & SEDIMENT CONTROL
DETAILS
C-13
SHEET 13 OF 15

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
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 NCGO1 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 ronditions and the delegated authority having jurisdiction.
3:1
IIUL 5Leeper than La, 14 nays are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
(vote: Atter 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 achipvF
UKUU NU S I AtSILILA I TUN SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
T lhbtlltedon
Permanent SteMillastlon
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackiflers
other mulches and tacklfiers
• Hydroseeding
• Geotextlle 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
DLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved 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 NC DWR 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 storm -resistant cover
or surrounded by secondary containment structures.
CALL 48 HOURS BEFORE
YOU DIG
Gomm
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
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.
ITTER, 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.
ONSITE CONCRETE WASHOUT
STRUCTURE NTH LINER
Oo c0i
9 a � •
AROVF GRADL-W&WT STRuCTuRF
•N
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, sand bags 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.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER 0-0222
REVISION HISTORY
R»V I DESCRIPTION I DATE BV
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED
FOR REVIEW
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THIS MR IS , INCH IN LENGTH
ON ORIGINAL DRAW WG
F IT IS NOT t INCH ON THIS
SHEET.- T YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
PEARCES ROAD SUBDIVSION
PEARCES RD
FRANKLIN COUNTY, NC
DATE: 1D-31-2019
SCALE: ASSHOWN
DESIGNED BY: FLM
APPROVED BY:
PROJECT NO.: 19055
NCG01 GROUND STABILIZATION
& MATERIALS HANDLING
C-14
SHEET 11 OF 11

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.
haquangy..
_
Inspect
(during normal
Inspection records must Include:
bualness hours
(1) Rain gauge
Deily
Deily ralnfail amounts.
maintained In
If no daily rein pugs observations am made during weekend or
good working
holiday periods, and no indivldu•l-day rainfall Information is
order
available, record the cumulative rein measurement for those un-
attended days (and this will determine If a site Inspection Is
headed). Days on which no rainfall occurred shall be recorded as
"zero," The perm ttes may use another rein-monitoring device
age roved 6 the Division.
(2) E&SC
At loan once per
1. Identification of the measures Inspected,
Measures
7 calendar days
2. Dam and time of the Inspection,
and within 24
3. Name of the person performing the Inspection,
hours of a rein
4. Indication of whether the measures were operating
event a 1.0 Inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Descrl tion evidence and data of corrective actions taken.
(3) Stormwater
At lent once per
1. Itlentlflutlon of thedlschage outfills Inspected,
discharge
7 calendar days
2. Date and time of the Inspection,
outfalis(SDOs)
and within 24
3. Name ofthe person performing the Inspection,
hours of a rain
4. Evidence of Indicators of stormwater pollution such as oil
event a 1.0 Inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence end date of corrective actions taken.
(4) Perimeter of
At fun once per
If visible sedimentation Is found outside site limits, than 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! 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
clerics.
(5) Streams or
At least once per
I} the strum or wethnd has Increased visible sedimentation ors
wetlands onsltc
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 L 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 photo
1. The phase of grading (installation of perimeter €&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
tlmeframe or an assurance that they will be provided as
won as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
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
plan. This documentation is required upon the
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 th�aesd E&SC
to E&SC measures. plan or complete, date andpectionreport
to indicate the compe
-. 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 Genera[ 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 a-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
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runofffrom 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 until the 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 C: REPORTING
I. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
Is They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
Is 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 (800)
858-0368.
Occurrence Reporting Tlmehamas Aber Discovery) and Other Regidroments
(a) Visible sediment
• Within 24 hours, an oral or electronic notification,
deposition in a
• Within 7 calendar days, 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(dl 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
l Is 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 pasalble.
bypasses [40 CFR
The report shall Include an evaluation of the anticipated quality and
122.41(m)(3)j
effect of the ass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendar days, a report that Includes an evaluation of the
122.41(m)(3)j
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification,
with the conditions
• Within 7 calendar days, 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(1)(7)3
prevent reoccurrence of the noncompliance. (40 CFR 122A3(I)(6).
1
Is Division staff may waive the requirement for a written report on a
case -by -case basis.
L NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
CALL 48 HOURS BEFORE
YOU DIG
g
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
ENGINEERING
POST OFFICE BOX 91727
RALEIGH. NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C4222
REVISION HISTORY
R«V DESCRIPTION I DATE I BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED
FOR REVIEW
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THIS W IS 1 INCH IN LENGTH
ON ORIGINAL -WING
IF IT IS NOT I INCH ON THIS
SHEET. ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
PEARCES ROAD SUBDIVSION
PEARCES RD
FRANKLIN COUNTY, INC
DATE:
1031-2019
SCALE:
ASSHOWN
DESIGNED BY
FLM
APPROVED BY:
PROJECT NO.:
19055
NCGO1 SELF -INSPECTION,
RECORDKEEPING & REPORTING
C-15
SHEET 15 OF 15