20171602 Ver 1_401 Application_20171130

McGill
L A S S O C I A T E S
November 30, 2017
Mr. David Bailey
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
RE: City of Reidsville — Sewer Line Replacement and
Expansion Project
Pre Construction Notification
Rockingham County, North Carolina
Dear Mr. Bailey:
On behalf of our client, the City of Reidsville, please find the enclosed revised Pre -Construction
Notification (PCN) application for the referenced project dated November 30, 2017. The purpose of the
project is to replace and expand an existing sewer line. A NWP-12 is requested to complete the proposed
work. Please see the attached copy in the PCN application.
One copy of the PCN application is being provided to the North Carolina Department of
Environmental Quality, Division of Water Resources, requesting written approval solely for Buffer Rules.
McGill Associates, P.A. is the Authorized Agent (form included) and should be copied on all
project correspondence. If you have any questions regarding this information, please contact me at 828-
386-1920.
Sincerely,
MCGILL ASSOCIATES, P.A.
)V-
JON
SWAIM
Environmental Specialist II
cc: Ms. Sue Homewood, NCDEQ-Water Resources
Mr. Preston Mitchell, City of Reidsville
Mr. Doug Chapman, PE, McGill Associates, P.A.
HA\Projects\2016 PROJECTS\ENVIRONMENTAL\16.01119 - Reidsville CDBG-ED
Environmental • Planning • Finance
Ale Gill Associates, P. A. • 468 New MarketBlvd. Ste. 13, Boo it e. North C'arolin a 28607
Of
fice: [phone] • Fax: [phone]

a`'oF warEgQc
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
City of Reidsville — UNIFI Facility Sewer Service Improvements
November, 2017
Page 1 of 14
PCN Application
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit F1 Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ 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 ® No
For the record only for Corps Permit:
❑ Yes ® 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.
❑ Yes
® No
1g.
Is the project located in any of NC's twenty coastal counties? If yes, answer
1 h below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
City of Reidsville — Sewer Line Replacement and Expansion Project
2b.
County:
Rockingham
2c.
Nearest municipality / town:
City of Reidsville
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
City of Reidsville
3b.
Deed Book and Page No.
n/a-Utility ROW -City of Reidsville
3c.
Responsible Party (for LLC if
applicable):
Preston Mitchell
3d.
Street address:
230 West Morehead Street
3e.
City, state, zip:
Reidsville, NC 27320
3f.
Telephone no.:
336-349-1030
3g.
Fax no.:
n/a
3h.
Email address:
[e-mail]
City of Reidsville — UNIFI Facility Sewer Service Improvements
November, 2017
Page 1 of 14
PCN Application

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: Owner
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
John C. Vilas
5b.
Business name
(if applicable):
McGill Associates, P.A.
5c.
Street address:
468 New Market Blvd. Ste B
5d.
City, state, zip:
Boone, NC 28607
5e.
Telephone no.:
[phone]
5f.
Fax no..
[phone]
5g.
Email address:
[e-mail]
City of Reidsville — UNIFI Facility Sewer Service Improvements PCN Application
November, 2017
Page 2 of 14

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
1621990. 1616831
1 b.
Site coordinates (in decimal degrees):
Latitude: 36.348267 Longitude: -79.695060
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
2.6 Acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
Little Troublesome Creek
proposed project:
2b.
Water Quality Classification of nearest receiving water:
WS-V. NSW
2c.
River basin: map is available at
Cape Fear River
http://portal. ncdenr.org/web/wq/ps/csu/classifications
City of Reidsville — UNIFI Facility Sewer Service Improvements PCN Application
November, 2017
Page 3 of 14

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 Project Site is approximately 2.6 -acres consisting of an existing 2,300 -linear foot by 50 -foot wide utility right-of-way
which encompasses a 12 -inch sewer line. The right-of-way begins at Freeway Dr./Business 29 and runs northwest to
the UNIFI Manufacturing Inc. textile plant located at 2920 Vance Street Extension. The site has slightly varying
topography with a small elevation change from north to south. The site drains to the southeast with Little Troublesome
Creek flowing into the Haw River. See USGS Topo Map.
3b. List the total estimated acreage of all existing wetlands on the property:
0.19 Acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
The project site encompasses approximately 1,107 If of Perennial Little Troublesome Creek.
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to replace approximately 2.300 -feet of an existing 12 -inch diameter sewer line with 18 -
inch sewer line to allow for an increase in capacity and function necessary to facilitate an expansion to the existing UNIFI Inc.
facility in Reidsville. NC.
3e. Describe the overall project in detail, including the type of equipment to be used:
The City of Reidsville proposes the construction of an approximately 2,300 linear foot 18 -inch sewer line and associated
infrastructure. The proposed 18 -inch sewer line will be installed approximately 4 to 6 feet to the west and paralleling an
existing 12 -inch sewer line (see Plan Sheets).
Work will be completed starting along Freeway Dr./Business 29 and run northwest primarily through an existing right-of-
way, parallel to the west of the existing sewer line and continue northwest to the UNIFI Manufacturing Inc. textile plant
located at 2920 Vance Street Extension (see Location Map). The proposed sewer line will cross Little Troublesome
Creek (Proposed Crossing #1 — Impact S1 — 37LF) to the west of Freeway Drive. The stream crossing impacts will be
temporary as an open trench directional dig, and stream diversion. The work will be completed in the dry using
temporary pipe or pump around diversion (see Plan Sheet C-501). The proposed line will also cross through two
riparian wetland areas (Wetland A and Wetland B) in this location. The crossing of Wetland A will result in approx.
0.002 -acres of temporary impacts (Impact W1) due to trenching and side casting of materials. The crossing of Wetland
B will result in 0.05 -acres of temporary impacts (Impact W2) due to trenching and side casting of materials. Approx.
0.03 -acres of the impacts to Wetland B will convert forested wetland to herbaceous wetland as the vegetation will be
removed and the area maintained as permanent right-of-way (see Impact Map). The proposed sewer line will then
cross Little Troublesome Creek a second time (Proposed Crossing #2 — Impact S2 — 40LF). These stream crossing
impacts will again be temporary as open trench directional dig and stream diversion measures. The work will be
completed in the dry using temporary pipe or pump around diversion. The proposed sewer line will then reach
Proposed Crossing #3 which will impact a non -jurisdictional drainage (UT -Little Troublesome Creek) (see Impact Map).
The remainder of the project area consists of upland before terminating at Vance Street Extension.
Excavated wetland material will be side cast and used as backfill in Wetlands A and B, and wetland areas will be
returned to original contours and stabilized with an erosion control and native NC wetland seed mix. Impacted stream
crossing areas will be stabilized using coir matting, and erosion control and native NC riparian seed mix. Stream banks
and bed will be returned to their original elevations and contours.
General construction equipment will be used including excavators, track -hoes, and dump trucks.
City of Reidsville — UNIFI Facility Sewer Service Improvements PCN Application
November, 2017
Page 4 of 14

4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: A preliminary jurisdictional determination request
was made by McGill Associates, P.A. on August 28, 2017.
® Yes ❑ No ❑ Unknown
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
®Preliminary El Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Jon Swaim, John Vilas
Agency/Consultant Company: McGill Associates, P.A.
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ® Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
City of Reidsville — UNIFI Facility Sewer Service Improvements PCN Application
November, 2017
Page 5 of 14

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ❑ 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.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ®T
Excavation
Riparian
❑ Yes
® No
® Corps
❑ DWQ
0.002
W2 ❑ P ® T
Excavation
Riparian
® Yes
❑ No
® Corps
❑ DWQ
0.05
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
.052
2h. Comments: .052 -acres of temporary wetland impacts associated with direct dig trench for proposed sewer line. Impact W2
includes .03 -acres of converted forested wetland to herbaceous wetland.
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.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ® T
Trench Crossing 1
Little Troublesome
Creek
® PER
❑ INT
® Corps
❑ DWQ
1'-3'
37'
S2 ❑ PET
Trench Crossing 2
Little Troublesome
Creek
❑ PER
❑ INT
® Corps
❑ DWQ
1'-3'
40'
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
77
City of Reidsville — UNIFI Facility Sewer Service Improvements PCN Application
November, 2017
Page 6 of 14

3i. Comments: 77 linear feet of temporary impacts associated with temporary diversions and installation of stream crossings.
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 ❑P❑T
02 ❑P❑T
03 ❑P
04 ❑P
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
Flooded
P1
P2
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:
City of Reidsville — UNIFI Facility Sewer Service Improvements PCN Application
November, 2017
Page 7 of 14

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.
❑ Neuse El Tar -Pamlico ®Other: Jordan Lake
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
B1 ❑ P ®T
Trench
Little Troublesome Creek
® Nos
3,353 sf
2,041 sf
B2 ❑ P ®T
Trench
Little Troublesome Creek
❑ Nos
2,400 sf
3,713 sf
B3 ❑P❑T
F-1 Yes
❑ No
6h. Total buffer impacts
5,753 sf
5,754 sf
6i. Comments: Temporary buffer impacts associated with trenching for new sewer line, equipment access, stream and
wetland crossings, and side casting of wetland and stream material. Areas will be allowed to re -vegetated post construction.
City of Reidsville — UNIFI Facility Sewer Service Improvements PCN Application
November, 2017
Page 8 of 14

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Identified wetland areas and jurisdictional stream corridors shall be avoided to the maximum extent possible by shifting
the alignment and narrowing the construction corridor in this area. Construction shall take place within existing right of
way when possible. Stream channel crossings shall be designed as to be near -perpendicular, or as near as possible
when limited by site constraints.
b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Streams and wetlands will be protected during sewer line construction using silt fence, excavated material will be placed
on the far side of the construction corridor to avoid siltation. Site conditions will be fully stabilized following work including
re-establishing vegetation using native plant seed mix and/or erosion control seed mix. Disturbed streambanks will be
returned to original contours and stabilized using erosion control matting and native plant seed mix. Standard erosion
control measures will be employed to prevent sediment pollution of adjacent waters. No sediment and erosion control
measures shall be placed in the stream channel except for measures associated with stream diversion measures. A
temporary pipe or pump -around diversion will be used on all stream crossings so that all work will occur in the dry.
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 ® 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
Quantity
City of Reidsville — UNIFI Facility Sewer Service Improvements PCN Application
November, 2017
Page 9 of 14

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:
❑ warm ❑ cool ❑cold
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.
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? If yes, you will have to fill out this entire form — please
contact the State for more information.
❑ Yes ® 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:
City of Reidsville — UNIFI Facility Sewer Service Improvements PCN Application
November, 2017
Page 10 of 14

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
within one of the NC Riparian Buffer Protection Rules?
® Yes ❑ No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Impacts to buffer areas will be temporary, areas will be seeded, and
allowed to re -vegetate. Both buffer impact areas are 40 linear feet or below.
❑ Yes ® No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
No change in site imperviousness.
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: No stormwater rules using a NWP #12
application.
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?
❑ Certified Local Government
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
City of Reidsville
3b.
Which of the following locally -implemented stormwater management programs
apply (check all that apply):
❑ Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
® Other: None
3c.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
4.
DWQ Stormwater Program Review
4a.
Which of the following state -implemented stormwater management programs apply
(check all that apply):
❑ Coastal counties
❑ HQW
❑ ORW
❑ Session Law 2006-246
® Other: None
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
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
City of Reidsville — UNIFI Facility Sewer Service Improvements PCN Application
November, 2017
Page 11 of 14

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
❑ 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
letter.)
® Yes
❑ No
Comments: See attached Release of Funds, CDBG — 14-E-2701 letter.
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
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after-the-fact permit application?
❑ Yes
® 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
❑ Yes
® 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.
Project proposal is for upgrades to existing infrastructure. No change from the original or intended use:
no extension of
services.
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.
No sewage disposal associated with this project.
City of Reidsville — UNIFI Facility Sewer Service Improvements PCN Application
November, 2017
Page 12 of 14

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 ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
® Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
https://www.fws.gov/raleigh/species/cntylist/rockingham.htmi, The majority of the proposed project work will occur in an
existing and maintained utility right-of-way. Minimum removal of vegetation may be necessary. Site surveys did not result in
the finding of any T&E species or critical habitat occurrence. See attached USFWS Scoping Response Letter, August 11,
2016.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http://ccma. nos. noaa.gov/prod ucts/biogeog raphe/sa-efh/
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?
North Carolina State Historic Preservation Office HPOWEB GIS Service. http://gis.ncdcr.gov/hpoweb/
There are no areas designated as having historic or cultural preservation status within the project location.
The property boundary is located approximately 4980 ft. North of the Bartlee Log House, which is listed on the National
Register of Historic Places.
- Status: DOE (2005)
- HPO Site ID: RK1589
The property boundary is located approximately 6000 ft. North of the D.C. Smith Farm
- Status: DOE (2005)
- HPO Site ID: RK1829
Approximately 3 Locations Designated as "Surveyed Only" or "Surveyed Only. Gone" are located within one mile of the center
of the property.
City of Reidsville — UNIFI Facility Sewer Service Improvements PCN Application
November, 2017
Page 13 of 14

8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. if yes, explain how project meets FEMA requirements:
The project is proposed to replace existing infrastructure. No changes to existing elevations or contours.
A floodplain
development permit will be obtained from the City of Reidsville Planning and Zoning Division prior to construction. A hydraulic
analysis may be necessary to receive a "No -Rise" certification ensuring that the proposed prolect meets the requirements
of
44 CFR Section 60.3(d){3) and will not increase flood levels. Consultation with the City of Reidsville Planning
and Zoning
Division and the NC Department of Public Safety will be maintained to determine appropriate floodplain
management
processes throwhout the proposed project.
8c. What source(s) did you use to make the floodplain determination?
http://fris.nc.gov/fris/index.aspx?FIPS=021 &ST=NC&user=General%20Public
John C. Vilas
Applicant/Agent's Printed Nameplican
Email questions or cormnents to:
ion.swaim(i,mc ig lleneineers.com
1 -
l r---
11/30/2017
Date
ent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
City of Reidsville -- UNIFI Facility Sewer Service Improvements PCN Application
November, 2017
Page 14 of 14

McGill
A S S O C I A T E S
AGENT AUTHORIZATION FORM
PROJECT NAME: City of Reidsville — Sewer Line Replacement and Expansion
PROPERTY LEGAL DESCRIPTION:
PARCEL ID,NjA — Utility Right of Way owned by the City of Reidsville
STREET ADDRESS: Between Freeway Drive and Vance Street
Please Print
Property Owner/ Representative: Preston Mitchell
(If Representative) Title: City Manager, City of Reidsville
The undersigned, registered property owners of the above noted property, do hereby authorize
John C. Vilas , of McGill Associates P.A.
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's/Representative's Address (if different than property above):
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature
Date: k' ,;� 5 /7
Authorized Signature
Date:
Environmental • [Tanning • Finance
-A&Gi11 Assuciales. I' A, • 468 New Markel Blvd. sle. B, Bowie, N00,14 C vrulirrrt 2�W)7
Office: 18'8) 3,V6-1920 • Fax: 02, ; 386-1923

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REIDSVILLE SEWER LINE McGM LOCATION MAP PROJECT # REPLACEMENT AND EXPANSION
JULY 5, 2016 16.01119 A S S O C I A T E S
ROCKINGHAM COUNTY, ENVIRONMENTAL • FINANCE
NORTH CAROLINA 468 NEW MARKET BLVD. STE B BOONE, NC 28607 PH. [phone]

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I INCH = 800 FEET 7.5 MINUTE SERIES (TOPOGRAPHIC) 215 SW
REIDSVILLE SEWER LINE
USGS TOPO MAP
PROJECT #
REPLACEMENT AND EXPANSION
McGm*
JULY 5, 2016
16.01119
A S S 0 C I A T E S
ENVIRONMENTAL - FINANCE
469 NEW MARKET BLVD. STE B BOONE, NC 28607 PH. [phone]
ROCKINGHAM COUNTY,
NORTH CAROLINA

GPS is limited to sub-meter accuracy. Does not meet
surveying or engineering grade. For planning purposes only.
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1 INCH = 200 FEET l �,
AERIAL & REIDSVILLE SEWER LINE McGM DELINEATION PROJECT # REPLACEMENT AND EXPANSION
MAP 16.01119 ASSOCIATES
AUGUST 17, 2017 ROCKINGHAM COUNTY, ENVIRONMENTAL • FINANCE
NORTH CAROLINA 468 NEW MARKET BLVD. STE B BOONE, NC 28607 PH. (828) 3861920

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GRAPHIC SCALE
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------ PROJECT #
JULY 5, 2016 16.01119
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Fairview -lar
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REIDSVILLE SEWER LINE McGM REPLACEMENT AND EXPANSION
A S S O C I A T E S
ROCKINGHAM COUNTY, ENVIRONMENTAL • FINANCE
NORTH CAROLINA 468 NEW MARKET BLVD. STE B BOONE, NC 28607 PH. [phone]

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GRAPHIC SCALE
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REIDSVILLE SEWER LINE McGill IMPACT MAP PROJECT # REPLACEMENT AND EXPANSION
NOVEMBER 5, 2017 16.01119 A S S O C I A T E S
ROCKINGHAM COUNTY, ENVIRONMENTAL • FINANCE
NORTH CAROLINA 468 NEW MARKET BLVD. STE B BOONE, NC 28607 PH. [phone]

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Photo One: View looking east at
existing sewer line, right of way
area, and wetland areas A and B.
Little Troublesome Creek and
existing sewer line crossing #1 at
top of photo.
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Photo Two: View looking downstream on Little
Photo Three:
View looking Southeast along existing
Troublesome Creek at existing sewer
line crossing
utility right of way at typical upland section.
#1.
REIDSVILLE SEWER LINE
PHOTO SHEET #1
PROJECT #
REPLACEMENT AND EXPANSION
McGM
AUGUST 17, 2017
16.01119
ROCKINGHAM COUNTY,
ASSOCIATES
ENVIRONMENTAL • FINANCE
NORTH CAROLINA
468 NEW MARKET BLVD. STE E BOOK, NC 28607 PH. [phone]

Photo Four: View looking north
F
at low drainage area along
" r
existing sewer line right of way.
This area was ruled out as a
jurisdictional water of the US.
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Photo Five: View looking northwest at existing
,
Photo Six: View looking north at existing sewer
sewer line crossing #2 over Little Troublesome
line crossing #3. Stream was determined to be
Creek.
ephemeral (see data sheet).
REIDSVILLE SEWER LINE
PHOTO SHEET #2
PROJECT #
REPLACEMENT AND EXPANSION
McGill
AUGUST 17, 2017
16.01119
ROCKINGHAM COUNTY,
ASSOCIATES
ENVIRONMENTAL • FINANCE
NORTH CAROLINA
468 NEW MARKET BLVD. STE B BOONE, NC 28607 PH. (828) 3861920

ROCKIN I GHAM COUNTY, NORTH CAROLINA
SCHEDULE OF DRAWINGS
G-001 ..... COVER SHEET
UNIFI, INC. �
ti G-002 ..... GENERAL NOTES & LEGEND
C-101 .... PROPOSED GRAVITY SEWER LINE PLAN
AND PROFILE STA. 10+00 - 18+00
y C�
C-102 ..... PROPOSED GRAVITY SEWER LINE PLAN
AND PROFILE STA. 18+00 - 26+00
C-103 ..... PROPOSED GRAVITY SEWER LINE PLAN
AND PROFILE STA, 26+00 - 30+16
A
C-501 ..... DETAILS
C-502 ..... DETAILS
C-503 ..... DETAILS
500 0 250 500 1000 C-504 ..... DETAILS
VICINITY MAP GRAPHIC SCALE 1 INCH = 500 FEET
•
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A S S 0 C I A T E S
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ENGINEERING -PLANNING -FINANCE
124019th STREET, LANE NW HICKORY, NC 28601 PH. [phone] FIRM LICENSE # C-0459
OCTOB R 2017

GENERAL EROSION CONTROL NOTES
UPDATED MARCH, 2017
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY
MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE
FOR UNCLASSIFIED EXCAVATION.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM
THICKNESS, WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS
DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION
EQUAL TO OR GREATER THAN 95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND
PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN
ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE -DENSITY RELATIONSHIP TEST,
ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS.
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON
ANY AREA NOT CLEARED AND GRUBBED.
4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED
PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT
FENCES, ETC., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT
AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S
APPROVAL PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING
THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR
CREATES "GULLIES" AND "WASHED AREAS", THESE SHALL BE REPAIRED AT NO EXTRA COST, AND
ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS
DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY
APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
5. DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY
DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MUST BE
PLACED IN SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE
SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER
OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE
AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS
WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE.
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE
APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY
AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE,
DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY,
HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.
D. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES. WHEN
BURNING IS ANTICIPATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
NECESSARY PERMITS AND MEETING GOVERNING CODES. THE CONTRACTOR SHALL NOTIFY
THE ENGINEER OR HIS REPRESENTATIVE AS TO THE SPECIFIC LOCATION OF BURNING.
AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL
DIRT. ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B"
ABOVE. THE CONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF
WAITING FOR A "BURNING DAY".
6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE
AS DIRECTED BY THE ENGINEER. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS,
UNLESS SPECIFIED OTHERWISE.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY
SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK.
8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS
AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES.
ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE
SPECIFICATIONS.
9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED
ACCORDING TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH,
FREE OF ALL ROCKS LARGER THAN 3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND
GOUGES PRIOR TO SEEDING; THE SURFACE SHALL BE LOOSENED TO A DEPTH OF t4"-6" TO
ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST
OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE
PERFORMED BY A MECHANICAL "HYDRO -SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA
BY AREA APPROVAL BY THE ENGINEER.
10. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE (CMP) CONFORMING TO
AASHTO M-36, WITH RE -ROLLED ENDS TO ACCOMMODATE CORRUGATED COUPLING BANDS. 18" PIPE
SHALL BE 16 GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND OVER SHALL BE
12 GAUGE AS SPECIFIED ON THE PLANS, PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT 1032-3
FOR PLAIN PIPE OR 1032-4 (A) FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE. DIMPLE BANDS
SHALL NOT BE USED.
WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO
AASHTO M-170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032-9 FOR WALL "B" TYPE.
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). SMOOTH
WALL INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH # 57 WASHED STONE UP TO MIN. 6" OVER
THE TOP OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE
"HANCOR BLUE SEAL" OR APPROVED EQUAL.
ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2 CORRUGATED STEEL
MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M-36. THE PIPE SHALL BE
MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF
AASHTO M-274. ALL PIPE SHALL BE FURNISHED WITH RE -ROLLED ENDS AND SHALL BE JOINED WITH
HUGGER BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24" DIAMETER
SHALL BE 16 GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54" DIAMETER
SHALL BE 12 GAUGE.
11. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES.
12. CATCH BASINS CAST -IN-PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840-1 THROUGH 840-3.
CURB INLET CATCH BASIN SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02
THROUGH 840.04. DROP INLETS SHALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION
BOXES SHALL CONFORM TO STANDARD DETAIL 840.31.
13. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R -3233D, PRODUCTS BY DEWEY BROS.,
U.S. FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R -3339A OR EQUAL.
FIELD INLET COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT
STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL
BE CLASS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000,
CONSTRUCTED IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET THE REQUIREMENTS
OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH SECTION 830 AND/OR 834.
15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE.
16. TINDALL PRE CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
EC NORTH CAROLINA LAND QUALITY SECTION EROSION CONTROL NOTES
44 J UPDATED MARCH, 2017
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS
OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ), DIVISION OF ENERGY, MINERAL, AND
LAND RESOURCES (DEMLR), LAND QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED
WITH FOR ALL WORK.
PRIOR TO BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE
"EROSION AND SEDIMENT CONTROL APPROVAL" FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL
QUALITY (NCDEQ). DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR), DIVISION OF LAND QUALITY, OR
THE LOCAL AUTHORIZED PROGRAM. THE APPROVAL NOTICE MUST BE AVAILABLE ON-SITE DURING ALL GRADING AND
CONSTRUCTION ACTIVITIES.
INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY SECTION.
PROJECT SITE IS LOCATED WITHIN THE JORDAN LAKE BUFFER AREA. CONTRACTOR IS TO ADHERE TO ALL JORDAN
LAKE NUTRIENT MANAGEMENT STRATEGY (JORDAN RULES) IN IMPLEMENTING EROSION CONTROL AND STORMWATER
MANAGEMENT MEASURES.
OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND
QUALITY SECTION.
CONSTRUCTION SHALL BE LIMITED TO 1000' OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS, AND DITCHES
ARE STABILIZED FOR THAT 1000' SECTION. UPON STABILIZATION OF THAT SECTION ANOTHER 1000' SECTION CAN
BE CONSTRUCTED AND STABILIZED.
ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM PATTERNS ABOVE
AND BELOW THE PROPOSED ROAD. ARCH CULVERTS WILL BE USED AND FOOTERS WILL BE CONSTRUCTED IN
UNDISTURBED BANKS AWAY FROM THE STREAM FLOW.
PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED
UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY
UPON COMPLETION OF SLOPE STABILIZATION.
ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE MADE USING
TEMPORARY BRIDGES. NO STREAM BANK OR STREAM BED DISTURBANCE SHALL BE ALLOWED FOR EQUIPMENT
CROSSINGS.
SEED AND MULCH DENUDED AREA WITHIN TIME FRAME SPECIFIED (SEE TABLE). SEED AND SOIL AMENDMENTS SHALL
BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE. STRAW MULCH SHALL BE TACKED
WITH TACKING AGENT APPLIED BY HYDROSEEDER.
LIME 4,000 LBS
FERTILIZER (10-10-10) 1,000 LBS
KY -31 FESCUE (POA PRATENSIS) 100 LBS (MOWED AND MAINTAINED AREAS ONLY)
OR
CREEPING RED FESCUE 100 LBS (NATURAL AREAS AND STREAMBANKS)
STRAW MULCH 60-80 BALES
FOR SUMMER SEEDING ADD TO THE ABOVE:
GERMAN MILLET (SETARIA ITALICA) 40 LBS
SMALL -STEMMED SUDAN GRASS (SORGHUM BICOLOR) 50 LBS
FOR WINTER SEEDING ADD TO THE ABOVE:
RYE GRAIN (SECASE CEREALE) 120 LBS
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF 1,000 LBS PER
ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC.., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS. FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:
PURGE LIVE SEED SWITCHGRASS 4 LBS
BROWNTOP MILLET OR PEARL MILLET (PENNISETUM GLAUCUM) 8 LBS
GRAIN SORGHUM (SORGHUM BICOLOR (L.) MOENCH SSP. BICOLOR) 2 LBS
ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
NATIVE SEEDING:
THE CORRECT SEEDBED pH IS 5.5 TO 6.5.
APPLY ZERO NITROGEN AT PLANTING.
INCORPORATE SOIL AMENDMENTS INTO TOPSOIL/ROOT ZONE BEFORE SEEDING.
FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS).
SEEDING DEPTH FOR ALL NATIVE SSP. EXCEPT E.GAMAGRASS (TRIPSACUM DACTYBIDES) NEED TO BE 1/4" - 1/2"
GREATER DEPTHS CAUSE HIGH SEED MORTALITY.
SPECIALIZED SEEDING IMPLEMENTS ARE REQUIRED. SEED MIXES AND RATES TO MATCH SEEDER USED. A NO -TILL,
DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEED FLOW AND PICKER WHEEL
AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NATIVE SEED.
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES, NATIVE WETLAND
GRASSES, PLANTS AND TREES. NATIVE PLANT MIX SHALL INCLUDE THE FOLLOWING:
GRASSES - BIG BLUESTEM (ANDROPOGAN GERARDII), INDIAN GRASS (SORGASTRUM NUTANS), LITTLE BLUESTEM
(SCHIZACHYRIUM SCOPARIUM), SWITCHGRASS (PANICUM VIRGATUM). 15 LBS/ACRE EACH
AUGUST THRU MAY - GREENRYE (SECALE CEREALE) 25 LBS/ACRE EACH
MAY 1 THRU AUGUST - MILLET (PENNISETUM GLLAUCUM) 25 LBS/ACRE EACH
WETLAND GRASSES - HOP SEDGE (CAREX LUPULINA), BLUNT BROOM SEDGE (CAREX SCOPARIA), FOX SEDGE
(CAREX VULPINOIDEA), DEERTONGE (PANICUM CLANDESTINUM), EASTERN BUR REED (SPARGANIUM AMERICANUM),
SOFT RUSH (JUNCUS EFFUSUS).
TREES - SILKY DOGWOOD (CORNUS AMONUM), SILKY WILLOW (SALIX SERICEA), HAZEL ALDER (ALMUS SERRULATA)
AND ELDERBERRY (SAMBUEUS CANADENSIS)
NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK.
MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF
ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY SECTION.
REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
---------------------------------
TEMPORARY SLOPE DRAIN
CULVERT
_x x
-X x -X -
FENCE
DROP INLET WITH
SIGN
APPROXIMATE LOCATION OF
STREET SIGN
1
EXISTING SEWER
---------APPROXIMATE
UNDERGROUND FIBER OPTIC CABLE SIGN
LOCATION OF
UNDERGROUND TELEPHONE CABLE SIGN
V
EXISTING WATER LINES
66
------°_
APPROXIMATE LOCATION OF
EXISTING GAS LINES
CONCRETE MONUMENT
-a---a---a-a-
RIGHT-OF-WAY MONUMENT
DITCH LINE
m ----- c,,,_ ---- cw_
APPROXIMATE LOCATION OF
POSTAL DROP BOX
•
UNDERGROUND CABLE TV LINE
ry
UTILITY POLE (CTV)
APPROXIMATE LOCATION OF
UTILITY POLE (LIGHT)
• UPELEC.
OVERHEAD CABLE TV LINE
E___--[ ----- [----- I-
APPROXIMATE LOCATION OF
• UPE&T.
UTILITY POLE (ELECTRIC & TELEPHONE)
UNDERGROUND ELECTRIC LINE
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APPROXIMATE LOCATION OF
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APPROXIMATE LOCATION OF
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NPDES STORMWATER PHASE II
REQUIREMENTS FOR CONSTRUCTION SITES
REVISION DATE - NOVEMBER 3, 2008
FEDERAL NPDES STORMWATER PHASE II REQUIREMENTS SHALL BE MET BY THE
CONTRACTOR FOR ALL CONSTRUCTION SITES LARGER THAN 1 ACRE. THESE REQUIREMENTS
ARE SUMMARIZED AS FOLLOWS:
1. - IMPLEMENT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND
KEEP A COPY OF THE PLAN ON SITE. DEVIATION FROM THE APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN WILL BE CONSIDERED A VIOLATION OF THE
FEDERAL NPDES GENERAL PERMIT.
2. - PREVENT SPILLING OF FUELS. LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND
ANY OTHER PETROLEUM PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS.
DISPOSE OF SPENT FUELS APPROPRIATELY.
3. - USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE
FEDERAL INSECTICIDE, FUNGICIDE AND RODENTICIDE ACT AND IN ACCORDANCE WITH
LABEL RESTRICTIONS.
4. - CONTROL MANAGEMENT AND DISPOSAL OF UTTER AND SANITARY WASTE FROM
THE SITE SO THAT NO ADVERSE IMPACTS TO WATER QUALITY OCCUR.
5. - INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES EVERY SEVEN
CALENDAR DAYS (TWICE IN SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGES
TO STREAMS ON THE LATEST EPA -APPROVED 303(d) UST) AND WITHIN 24 HOURS
OF ANY STORM EVENT OF MORE THAN 0.5 INCH OF RAIN IN A 24-HOUR PERIOD.
MAINTAIN A RAIN GAUGE ON SITE AND KEEP A RECORD OF THE RAINFALL
AMOUNTS AND DATES.
6. - OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING
SOLIDS, SUSPENDED OILS, OIL SHEEN AND OTHER OBVIOUS INDICATORS OF
POLLUTION AND EVALUATE THE EFFECTIVENESS OF THE EROSION AND
SEDIMENTATION CONTROL MEASURES. IF SEDIMENTATION IS LEAVING THE DISTURBED
AREA, TAKE IMMEDIATE ACTION TO CONTROL THE DISCHARGE.
7. - KEEP A RECORD OF INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND
OUTSIDE THE DISTURBED LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE
SEDIMENT. MAKE THESE RECORDS AVAILABLE TO THE DIVISION OF WATER QUALITY
OR ITS AUTHORIZED AGENT UPON REQUEST.
8. - MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THEM OPERATING
AT OPTIMUM EFFICIENCY.
CONTACT THE ENGINEER FOR A COPY OF THE GENERAL PERMIT TO DISCHARGE
STORMWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM.
VIOLATIONS OF THE NPDES STORMWATER RULES CONSTITUTE A VIOLATION OF THE
FEDERAL CLEAN WATER ACT AND ARE SUBJECT TO CIVIL PENALTIES OF UP TO
$27,000 PER DAY. UNDER STATE LAW, A DAILY CIVIL PENALTY OF $10,000 PER
VIOLATION CAN BE ASSESSED FOR VIOLATION OF TERMS OF THE PERMIT.
❑ TEL
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UNDERGROUND FIBER OPTIC CABLE SIGN
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UTILITY POLE (CTV)
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UTILITY POLE (LIGHT)
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UTILITY POLE (ELECTRIC)
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NCDEQ GENERAL CONDITIONS
1. FOR ALL UTILITY LINES CONSTRUCTED WITHIN WETLANDS, AN ANIT–SEEP COLLAR SHALL BE PLACED AT THE DOWNSTREAM (UTILITY LINE GRADIENT) WETLAND BOUNDARY AND EVERY 150 FEET
UP THE GRADIENT UNTIL THE UTILITY EXITS THE WETLAND. ANTI–SEEP COLLARS MAY BE CONSTRUCTED WITH CLASS B CONCRETE, COMPACTED CLAY, PVC PIPE, OR METAL COLLARS. WETLAND
.CROSSINGS THAT ARE DIRECTIONALLY DRILLED, AND PERPENDICULAR WETLAND CROSSINGS THAT ARE OPEN CUT AND LESS THAN 150 FEET LONG DO NOT REQUIRE ANTI–SEEP COLLARS.
2. THE MIXING OF TOPSOIL AND SUBSOILS WITHIN THE WETLANDS ALONG UTILITY CORRIDORS SHALL BE MINIMIZED TO THE GREATEST EXTENT PRACTICAL. DURING EXCAVATION, THE SOILS SHALL
BE PLACED ON FABRIC TO MINIMIZE IMPACTS WHENEVER POSSIBLE. TOPSOIL EXCAVATED FROM UTILITY TRENCHES WILL BE PILED SEPARATELY FROM SUBSOILS AND WILL BE BACKFILLED INTO
THE TRENCH ONLY AFTER THE SUBSOILS HAVE BEEN PLACED AND COMPACTED.
3. SEDIMENT AND EROSION CONTROL MEASURES SHALL NOT BE PLACED IN WETLANDS OR WATERS EXCEPT WITHIN THE FOOTPRINT OF PERMITTED TEMPORARY OR PERMANENT IMPACTS.
4. EROSION CONTROL MATTING THAT INCORPORATES PLASTIC MESH AND/OR PLASTIC TWINE SHALL NOT BE USED ALONG STREAMBANKS OR WITHIN WETLANDS.
5. ALL WORK IN OR ADJACENT TO STREAMS SHALL BE CONDUCTED SO THAT THE FLOWING STREAM DOES NOT COME IN CONTACT WITH THE DISTURBED AREA.
6. PERMANENT CULVERTS SHALL BE DESIGNED AND INSTALLED IN SUCH A MANNER THAT THE ORIGINAL STREAM PROFILES ARE NOT ALTERED AND ALLOW FOR AQUATIC LIFE MOVEMENT DURING
LOW FLOWS.
7. ALL TEMPORARY FILL AND CULVERTS SHALL BE REMOVED AND THE IMPACTED AREA SHALL BE RETURNED TO NATURAL CONDITIONS WITHIN 60 CALENDAR DAYS AFTER THE TEMPORARY
IMPACT IS NO LONGER NECESSARY. THE IMPACTED AREAS SHALL BE RESTORED TO ORIGINAL GRADE, INCLUDING EACH STREAM'S ORIGINAL CROSS–SECTIONAL DIMENSIONS, PLANFORM
PATTERN, AND LONGITUDINAL BED PROFILE. ALL TEMPORARILY IMPACTED SITES SHALL BE RESTORED AND STABILIZED WITH NATIVE VEGETATION.
8. ANY RIP–RAP REQUIRED FOR PROPER CULVERT PLACEMENT, STREAM STABILIZATION, OR RESTORATION OF TEMPORARILY DISTURBED AREAS SHALL BE RESTRICTED TO THE AREA DIRECTLY
IMPACTED BY THE APPROVED CONSTRUCTION ACTIVITY. THE RIP–RAP SHALL BE OF A SIZE AND DENSITY TO PREVENT MOVEMENT BY WAVE, CURRENT ACTION, OR STREAM FLOWS, AND SHALL
CONSIST OF CLEAN ROCK OR MASONRY MATERIAL FREE OF DEBRIS OR TOXIC POLLUTANTS. ALL RIP–RAP SHALL BE PLACED SUCH THAT THE ORIGINAL STREAM ELEVATION AND STREAMBANK
CONTOURS ARE RESTORED AND MAINTAINED.
9. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS SHALL BE INSPECTED AND MAINTAINED REGULARLY TO PREVENT CONTAMINATION OF STREAM WATERS FROM FUELS,
LUBRICANTS, HYDRAULIC FLUIDS, OR OTHER TOXIC MATERIALS. HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED ON MATS OR OTHER MEASURES SHALL BE TAKEN TO MINIMIZE
SOIL DISTURBANCE.
MAJOR ELEMENTS OF DWQ CONSTRUCTION GENERAL PERMIT
THIS DOCUMENT CONTAINS THE MAJOR ELEMENTS OF THE RECENTLY -REVISED NORTH CAROLINA DIVISION OF WATER QUALITY (DWQ) CONSTRUCTION GENERAL
PERMIT (NCG01) WITH EMPHASIS PLACED ON THOSE ELEMENTS THAT DIFFER FROM THE PREVIOUS PERMIT (EXPIRATION ON AUGUST 02, 2011). SINCE THE
SUMMARY LIST BELOW CANNOT CONTAIN EVERY CHANGE, THE COMPLETE PERMIT SHOULD BE USED TO ASSURE FULL IMPLEMENTATION.
SEE : http://portal.ncdenr.org/web/wq/ws/su.construction
1) GROUND STABILIZATION
SITE AREA
DESCRIPTION
STABILIZATION
TIMEFRAME
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES
7 DAYS
NONE
DITCHES AND SLOPES
w
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HIGH QUALITY WATER
(HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
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NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
a
0
7 -DAYS FOR SLOPES GREATER
SLOPES 3:1 OR FLATTER
14 DAYS
THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1
AND HQW ZONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON
WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE."
(SECTION II.8(2)(b))
INSPECTIONS
SOME WEEKLY INSPECTION REQUIREMENTS
SOME RAIN GAUGE AND INSPECTION AFTER 0.5" RAIN EVENT
INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS"
INSPECTION REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS
HOURS UNLESS A SITE-SPECIFIC EXEMPTION IS APPROVED.
RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST.
ELECTRONICALLY -AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER
CERTAIN CONDITIONS.
IMPLEMENTATION OF NEW PERMIT CONDITIONS
PROJECTS PERMITTED UNDER THE PREVIOUS PERMIT CAN CONTINUE
TO FOLLOW THE PREVIOUSLY -PERMITTED CONDITIONS.
COMPLETE APPLICATIONS RECEIVED PRIOR TO AUGUST 03, 2011 CAN
FOLLOW CONDITIONS OF APPROVED APPLICATION.
TEMPORARY SEEDI
SEEDING MIXTURE:
SPECIES RATE (Ib/acre)
RYE (grain) 120
SEEDING DATES:
JAN 1 TO DEC 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
2000 1' "ac GROUND AGRICULTURAL LIMESTONE AND
750 Ib ac 10-10-10 FERTILIZER.
MULCH:
APPLY 40001b/ac STRAW. ANCHOR STRAW BY TACKING
w/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK w/ BLADES SER NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
MAINTENANCE:
RE–FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE–SEED,
RE–FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE.
CUT/FILL SLOPES SEEDING SPECIFICATIONS – STEEPER THAN %
SEEDING MIXTURE:
SPECIES RATE (Ib/acre)
TALL FESCUE 100
SWITCHGRASS AND PARTRIDGE PEA MIX 30
KOBE LESPENDEZA 10
NURSE PLANTS:
BETWEEN MAY 1 AND AUG 15, ADD 101b/ac GERMAN MILLET
OR 15 Ib/ac SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15,
ADD 40 Ib/ac RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE
GRASSES IN LATE SUMMER AND OVERSEED THE LESPENDEZAS
IN MARCH.
SEEDING DATES:
BEST POSSIBLE
AUG 25 – SEPT 15 AUG 20 – OCT 25
FEB 15 – MAR 20 FEB 1 – APRIL 15
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR
APPLY 4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND
750 Ib/ac 10-10-10 FERTILIZER.
MULCH:
APPLY 4000 Ib/ac GRAIN STRAW OR EQUIVALENT COVER OF
ANOTHER SUITABLE MULCHING MATERIAL, ANCHOR MULCH BY
TACKING w/ ASPHALT, ROVING OR NETTING, NETTING IS THE
PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE:
MOW NO MORE THAN ONCE A YEAR, RE–FERTILIZE IN THE
SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
RE–SEED, RE–FERTILIZE, RE–MULCH DAMAGED AREAS IMMEDIATELY.
NATURAL
GROUND -
TEMP. 18" CMP
FOR STREAM FLOW
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FILTER FABRIC -J
CLASS B RIPRAP (REMOVE AFI
CONSTRUCTION OR REUSE FOR
STREAM BANK STABILIZATION)
NOTE: STABILIZE STREAM BANK PER
DETAIL AFTER PIPE INSTALLATION
4' MIN.
2'
1'f
1 ;3�/` EXTEND FILTER FABRIC
//\\� 12" INTO CHANNEL BANK
\�� CLASS B RIPRAP
(18" MINIMUM THICKNESS)
FILTER FABRIC BLANKET
(MIRAFI 140N OR APPROVED EQUAL)
NATURAL
GROUND
SECTION AA
TEMP. 18" CMP
FOR STREAM FLOW
6" OF #57
WASHED STONE SANDBAGS
— 10' STRI
BED
EXCAVAMATERIAL
D
PROPOSED
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PLAN
NOTE: ALL DISCHARGE FROM DE -WATERING THE WORK
AREA SHALL BE PUMPED TO EITHER A TEMPORARY
SEDIMENT TRAP OR DE -WATERING SILT BAG PER DETAILS
CREEK CROSSING - SMALL
UPDATED MARCH, 2017
NOT TO SCALE
TOP STREAM BANK
I
I 7 ' REMOVE SANDBAGS
UPON REMOVAL OF CREEK i L i
CROSSING STRUCTURES AND PIPE,
IMMEDIATELY INSTALL COIR cn
MATTING (NO BACKING) ON REMOVE TEMP. 18"
DISTURBED AREAS OF CREEK SIDE �r CMP FOR STREAM
SLOPES, OVERLAP MATTING MIN. ->- FLOW, UPON
OF 2' TO ADJACENT COMPLETION OF
NON -DISTURBED AREAS. DO NOT SEWER PIPE
MAT CREEK BOTTOM INSTALLATION
o _
LA
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6E m
z
w FLOW
6" OF #57
WASHED STONE ONCE INSTALLATION IS
COMPLETE BACKFILL
1 TRENCH IMMEDIATELY
- NOTE: BOTTOM OF
STREAM BED AND
. �.. i BANKS SHALL BE
I ' ,�► RESTORED TO THE
- ,fit , ORIGINAL ELEVATION
COMPLETELY REMOVE
ALL ROCK ASSOCIATED
WITH DAM
NOTE: STREAM BED WILL BE RETURNED TO ORIGINAL
CONTOURS AND ELEVATIONS USING ORIGINAL EXCAVATED
STREAM BED MATERIAL.
EnCREEK BANK RESTORATION DETAIL
36,) UPDATED MARCH, 2017
NOT TO SCALE
APPLICATIONS RECEIVED AFTER AUGUST 02, 2011 MUST COMPLY I I I (SEE TRENCHING DETAIL)
WITH NEW PERMIT CONDITIONS.
CONDITIONS IN EROSION & SEDIMENT CONTROL PLANS
DESIGNATION ON THE PLANS WHERE THE 7 AND 14 DAY GROUND
STABILIZATION REQUIREMENTS OF THE NPDES PERMIT APPLY
DESIGNATION ON THE PLANS WHERE BASIN THAT COMPLY WITH THE
SURFACE-WITHDRAWL REQUIREMENTS OF THE NPDES PERMIT ARE LOCATED.
* IN ORDER FOR THE E&SC PLAN TO SATISFY THE CONDITIONS OF THE CONSTRUCTION GENERAL PERMIT,
IT MUST IDENTIFY AREAS WHERE THE GROUND STABILIZATION REQUIREMENTS APPLY AND THE LOCATION
OF THE BASINS WHERE THE SURFACE -WITHDRAWAL REQUIREMENTS APPLY.
DITCH_OPEN AREA PERMANENT SEEDING SPECIFICATION
SEEDING MIXTURE:
SPECIES RATE (ib/ac)
TALL FESCUE 250 (6 Ib/1000 sq ft)
NURSE PLANTS:
BETWEEN MAY 1 AND AU 15, ADD 10 Ib/ac GERMAN MILLET
OR 15 Ib/ac SUDANGRASS PRIOR TO MAY 1 OR AFTER AUG 15,
ADD 40 Ib/ac RYE (GRAIN.
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZE ACCORDING TO SOIL TEST, OR APPLY
4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND 750 Ib/ac
10-10-10 FERTILIZER.
MULCH:
USE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF DITCHES.
THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH
OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THE HEIGHT, AND IN
DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 Ib/ac
GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH
DOWN SLOPE WHERE THEY CAN CLOG DRAINAGE DEVICES.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. RE–FERTILIZE IN LATE WINTER
ACCORDING TO SOIL TESTS OR APPLY 150 Ib/ac 10-10-10 FERTILIZER
(3 Ib/1000 sq ft). MOW REGULARLY TO A HEIGHT OF 2" TO 4".
RE -SLOPE EXISTING STREAM BANK TO ORIGINAL
CONTOURS AND STABILIZE WITH NATIVE PLANT
SEED MIX PER EROSION CONTROL NOTES
r -NORMAL STREAM LEVEL
ANCHOR FABRIC
INTO EARTH FILL
2' MAX.
\/\ \ ARIES 6 -12
12" - 18" CLASS B RIPRAP
FILTER FABRIC
(MIRAFI 140N OR EQUAL} EXTEND RIPRAP A MINIMUM
OF 12" BELOW STREAM BED
NOTE : NO FERTILIZER TO BE USED WITHIN 10' OF BANK
EC
37
NOTE: STREAM BED WILL BE RETURNED TO ORIGINAL
CONTOURS AND ELEVATIONS USING ORIGINAL EXCAVATED
STREAM BED MATERIAL.
STREAM BANK PROTECTION
UPDATED MARCH, 2017
NOT TO SCALE
NOTES:
1. THIS DETAIL SHALL BE USED WHERE NOTED ON THE PLANS OR
ANYWHERE SEPARATION BETWEEN THE SEWER OR WATER UNE
AND STREAM IS LESS THAN 25 FEET.
2. SILT FENCE IN THESE AREAS SHALL BE INSTALLED PRIOR TO
BEGINNING EXCAVATION FOR THE PROPOSED LINE.
3. EXCAVATED MATERIAL SHALL BE PLACED ON SIDE OF TRENCH
AWAY FROM STREAM.
4. STREAM PROTECTION AREA SHALL BE SEEDED IMMEDIATELY
AFTER INSTALLATION OF PROPOSED LINE.
5. SILT FENCE SHALL BE MAINTAINED UNTIL VEGETATIVE COVER IS
ESTABLISHED.
EC_�STREAM BANK PROTECTION -EXCAVATION
TED MARCH, 2017
3 UPDATED
TO SCALE
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REVISION DATE - NOVEMBER 3, 2008
2' WOODEN STAKES. MINIMUM
OF 4 DOWNSTREAM STAKES
AND 2 UPSTREAM STAKES
INSTALL MATTING IN DITCH UNDER WATTLE.
MIN. 6' UPSTREAM AND 2' DOWNSTREAM
MATTING SHALL BE: NORTH AMERICAN GREEN
C125, AMERICAN EXCELSIOR EROSION CONTROL
BLANKET OR EQUAL
SEE OTHER DETAILS FOR MATTING.
WATTLE SECTION
COIR FIBER WATTLE,
MIN. 12" DIA.
BURY THE TOP END OF THE MAT IN A TRENCH 4" OR
MORE IN DEPTH. TAMP THE TRENCH FULL OF SOIL. 10"
SECURE WITH ROW OF STAPLES, 10" SPACING, 4" DOWN
FROM THE TRENCH. OVERLAP END OF TOP STRIP 4" AND t
STAPLE.
METAL STAPLE
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I� •' \ / CONTROL BLANKET, OR
APPROVED EQUAL
ALLOW 3" MIN. OVERLAP
BETWEEN PARALLEL STRIPS
2'X2"X2" WOODEN STAKES OR AS SPECIFIED BY
W/ MIN. OF 4 DOWNSTREAM MANUFACTURER, WHICHEVER
STAKES AND 2 UPSTREAM IS GREATER
STAKES ANGLED TO HOLE
COIR LOG IN PLACE
PRESS ENDS OF MATTING 4" INTO
THE SOIL AROUND STRUCTURES AND
STAPLE SECURELY
� I CHANNEL STABILIZATION WITH MATTING
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STAKE DETAILS
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2'X2"X2" WOODEN STAKES.
MINIMUM OF 4 DOWNSTREAM
STAKES EVENLY SPACED
NOTES:
1. USE COIR FIBER (COCONUT) WATTLE WITH MIN. DIAMETER OF 12 INCHES
2. INSTALL WATTLE IN DITCH ONLY TO A HEIGHT TO PREVENT WASHING
OUT AROUND THE WATTLE AND SCOURING OF DITCH AND SLOPES
WATTLE DETAILS
REVISION DATE NOVEMBER 1, 2012
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN CO CASE NOT LESS THAN ONCE EVERY WEEK.
ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES APPROX. 0.5 FEET
DEEP AT THE SILT FENCE. THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER.
3. ALL SEEDED AREA SHALL BE FERTILIZED, RESEED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE SEEDING SPECIFICATION TO MAINTAIN A VIGOROUS AND DENSE VEGETATIVE
COVER.
4. MAINTAIN ALL MATTING THAT HAS BEEN PLACE ON SLOPES AND IN DITCHES. CHECK FOR GOOD
GROUND CONTACT AND FOR THE OCCURRENCE OF ANY EROSION UNDER THE MATTING. MONITOR AND
REPAIR OR REPLACE AS NECESSARY.
5. THE CONTRACTOR SHALL MAINTAIN SELF INSPECTION REPORTS AS REQUIRED BY NCDEQ AND THE
NPDES CONSTRUCTION STORMWATER PERMIT. SELF INSPECTIONS ARE TO BE CONDUCTED AFTER EACH
PHASE OF THE PROJECT FOR THE RECORD OF THE INSTALLATION AND MAINTENANCE OF THE EROSION
CONTROL MEASURERS.
6. SEDIMENT SHALL BE REMOVED FROM THE TEMPORARY SKIMMER AND SEDIMENT BASINS WHEN
SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. CLEAN OUT AND RESHAPE
BASIN BACK TO THEIR ORIGINAL DIMENSIONS. SKIMMERS SHALL BE CHECK FOR CLOGGING AND
CLEANED OUT. REPAIR OR REPLACE ANY DAMAGED BAFFLES.
rE_C% MAINTENANCE PLAN
45 UPDATED MARCH, 2017
(SMALL DITCHES)
REVISION DATE SEPTEMBER 30, 2013
NOTES:
1. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS.
2. SEE PLAN FOR CHANNEL DIMENSIONS.
EXISTINGTOP RIP RAP WITH
GRADE 4" OF RAILROAD
BALLAST
BACKFILL AROUND CULVERT
WITH RIP RAP
30" DIAMETER CMP (LENGTH
AS REQUIRED) TO BE USED
ONLY AS TEMPORARY CROSSING
IN DITCHES WITH LIVE FLOW
TEMPORARY CREEK CROSSING
CROSSING OF DITCHES OR STREAMS WITHOUT THE INSTALLATION OF
THE TEMPORARY PIPING CROSSING IS NOT ALLOWED. CROSSINGS TO
REMAIN IN PLACE UNTIL SEWER LINE IS PLACED INTO SERVICE, THEN
THE CONTRACTOR MUST REMOVE THE CROSSING AND PLACE RIP RAP
PROTECTION IN ALL DISTURBED AREAS OF CHANNEL AND BANKS
STAN
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WIRE
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FENCE
STEEL
POST
24"
24"
18" TO 24"
8" DOWN & 4"
FORWARD ALONG
THE TRENCH
SECTION VIEW
SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SQFT)
C1% 100 10,000
2 TO 5% 75 7,500
5 TO 10% 50 5,000
10 TO 20% 25 2,500
>20% 15 1,500
PLASTIC OR
WIRE TIES
EXISTING
GRADE
EXISTING
GROUND
NOTES
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2 FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
4. REFERENCE NCDENR LAND QUALITY
SECTION DESIGN MANUAL: 6.62.
SEDIMENTATION/SILT FENCE
REVISION DATE - NOVEMBER 3, 2008
WASHED STONE
SECTION H -H
NOTES:
1. DROP CONNECTION IS NOT PERMITTED FOR HIGH VELOCITY SEWER MAINS.
2. MAINTAIN MINIMUM OF 8" OF CLEARANCE BETWEEN DROP CONNECTION AND
MANHOLE STEPS.
3. BASE FOUNDATION TO CONSTRUCTED LEVEL WITH EXISTING MATERIAL OR
CONDITIONED WITH STONE AS REQUIRED BY SPECIFICATIONS.
4. M.J. DIP SHALL BE USED FOR THE DROP CONNECTION.
S OUTSIDE DROP MANHOLE
UPDATED MARCH, 2017
NOT TO SCALE
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OVERLAP WATTLE AND
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ACROSS OPENING IN HOOD AND
AROUND GRATE OF CURB INLET
SECURE WATTLE TO
ASPHALT WITH PK NAILS
(TYP) CURB INLET
PLAN
OVERLAP WATTLE AND
— PLACE WATTLE
AROUND GRATE OF
CURB INLET
iOIR FIBRE WATTLE
STREET LEVEL
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AROUND GRATE OF
CURB INLET
iOIR FIBRE WATTLE
STREET LEVEL
NOTES•
1. WATTLES MUST BE SECURED AS SHOWN, OR PER LIJW
MANUFACTURER'S RECOMMENDATIONS.
2. ALL MATERIALS INSTALLED WITHIN NCDOT RIGHT-OF-WAY MUST
MEET NCDOT STANDARDS.
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15 UPDATED JUNE, 2016
NOT TO SCALE LL
EXISTING ROAD 10'
6" HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD
FM
4'
6"
FILTER FABRIC
10'
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FROM EXISTING ROAD
2"-3" COARSE AGGREGATE
(RAILROAD BALLAST)
FILTER FABRIC
50' MIN.
4'
36' MIN.
6" MIN.
NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL
BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM AN EXISTING ROAD.
2. STONE TO BE 2 - 3 INCH WASHED STONE RAILROAD BALLAST.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING
PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE
AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS
MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT BASIN.
6. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.06.
EC� TEMPORARY CONSTRUCTION ENTRANCE
24� UPDATED JUNE, 2016
NOT TO SCALE
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NOTES•
1. WATTLES MUST BE SECURED AS SHOWN, OR PER LIJW
MANUFACTURER'S RECOMMENDATIONS.
2. ALL MATERIALS INSTALLED WITHIN NCDOT RIGHT-OF-WAY MUST
MEET NCDOT STANDARDS.
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15 UPDATED JUNE, 2016
NOT TO SCALE LL
EXISTING ROAD 10'
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FM
4'
6"
FILTER FABRIC
10'
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FROM EXISTING ROAD
2"-3" COARSE AGGREGATE
(RAILROAD BALLAST)
FILTER FABRIC
50' MIN.
4'
36' MIN.
6" MIN.
NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL
BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM AN EXISTING ROAD.
2. STONE TO BE 2 - 3 INCH WASHED STONE RAILROAD BALLAST.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING
PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE
AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS
MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT BASIN.
6. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.06.
EC� TEMPORARY CONSTRUCTION ENTRANCE
24� UPDATED JUNE, 2016
NOT TO SCALE
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FOR MANHOLE AS SHOWN ON PLANS
IS FOR CENTERLINE OF MANHOLE AND
EARTH
BARREL OF PIPE SHALL REST
= ZOcp cn N
Y $ O
d
I
ALL INTERSECTING PIPES.
STANDARD EXCAVATION
PROVIDE STONE ON UNDISTURBED SOIL
BEDDING UNDER WYE
1/2" MIN.
AND BEND FULL LENGTH OF SERVICE TRENCH
SHALL BE COMPACTED IN 6 LIFTS
•`• y• "'•• I WATERTIGHT SEAL WITH APPROVED
•�-- •''•• •� .j�:.
CONSTRUCT SMOOTH
PVC GRAVITY SEWER
;;
I- ` '- <' ' •�;.- : ' : ' MATERIAL WATERTIGHT SEAL WITH
::.. �� :., ,:• ;; .::'•. : • �' ,.:1..:.:::•: APPROVED MATERIAL
:.:: '::•:••':::
FLOW INVERT
APPROVED WARNING TAPE APPROVED WARNING TAPE
}
`y RUBBER BOOT WITH
STAINLESS STEEL CLAMP
PLAN
24" ABOVE PIPE 24" ABOVE PIPE
BACKFILL
AL BACKFILL
NOTES:
1. TAPPING SADDLES ARE APPROVED FOR CONNEC11ONS
z
MANHOLE BASE SHALL
BE PRECAST. BASE FOUNDATION TO BE CONSTRUCTED LEVEL
COMPAMATERCTED %\\j\\j\\j\\v`\�` \�`\\�`\\�`\\�`\\�`\\~` MATERIAL ' \`' \`' \`' \`' \ \`' \`' \\ \`' \`' \`' \
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- COMPACTED J\/\/\/\/`� \
IN 6 LIFTS JJf\j/j J�\jJ�\jJ\ J�\ \\\jJ\\jJ\\rJ\\jJ \ IN 6„ LIFTS\\J/\\
TO EXISTING SEWER LINES ONLY.
2. DUCTILE IRON PIPE REQUIRED UNDER PAVED ROADS.
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WITH EXISTING MATERIAL OR CONDITIONED WITH
\ \\ \\ \\J\\J`\/\\J\ \\J\\J\\J\\ \
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STONE AS REQUIRED BY SPECIFICATIONS
NOTE: MANHOLES ON PLANS NOTED AS HIGH VELOCITY MANHOLESui
SHALL TWO COATS OF SIKAGARD 62, HIGH—BUILD, EPDXY
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12 MAX'
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SO�RP'PELINE SPRING
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RECEIVE
RESIN COATING OR APPROVED EQUAL ON INVERT CHANNEL.
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/
SANITARY SEWER SERVICE
v
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PRECAST MANHOLE NOTES:
No.12 COATED ' �
S
1 MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASTM C-478, LATEST REVISION
No.12 COATED o
COPPER TRACING a COPPER TRACING
\/
2 UPDATED MARCH, 2017
ANDPASTMSC
WIRE \ Q 6" MIN \ WIRE \ a 6" MIN
NOT TO SCALE
I_'
2. ALL MANHOLES SHALL BE CONSTRUCTED PLUMB
3. THE PRECAST SUPPLIER SHALL OF THE STRUCTURE AND,
a
CLASS I % CLASS I \'
EMBEDMENT
BE RESPONSIBLE FOR THE STRUCTURAL DESIGN
WHEN REQUESTED BY THE ENGINEER, SHALL SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS WHICH
MANHOLE INVERTS
\ \ \ \ \ \ /r\ EMBEDMENT "
�/ / % // f� //, r < 6 DEPTH o� /
//� //� /� `/�
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O
HAVE BEEN SIGNED AND SEALED BY A REGISTERED STRUCTURAL ENGINEER.
°
SINCREMENTS
4. ALL MANHOLE GRADES SHOWN ON THE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER.
UNDISTURBED FOUNDATION STONE 0 \
FOR UNDERCUT i
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5. IF MANHOLE IS SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS ENCOUNTERED, THE
CONTRACTOR SHALL INSTALL UNDERDRAINS AND STONE AS DIRECTED IN THE FIELD BY THE ENGINEER.
EARTH EXCAVATION ONLY � P�
EX
N \ �a
6. STEPS SHALL BE INSTALLED ON STRAIGHT SIDE OF MANHOLE.
DIRECTED
PRECAST CONCRETE MANHOLE\\\��\�/�\r\�
ENGINEER /
\
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UNDISTURBED
EARTH
STANDARD EXCAVATION UNDERCUT EXCAVATION
W
0
NON -PENETRATING 4 1" ANCHOR
IN WET CONDITIONS IN UNSTABLE SOILS TYPES
C
11/16"
PICKHOLES (2) HOLES ®90'
L
G
A 0 A0
PIPE IN WET OR UNSTABLE CONDITIONS
I.L
_
5/8"
`��
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ALL PIPE TYPES
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(AS DIRECTED BY ENGINEER)
�
„ 8 3/4*
1
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1 1/4
=
HALF PLAN OF MANHOLE
NOTES:
CAST IRON WITH "SEWER" CAST IN
1/4"
RING & COVER
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND HEALTH
TOP AND THREADED CLEANOUT BOX
5/8"
:
REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
BE FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
COUNTERSUNK PVC PLUG OR PVC
1/2- TOOLED PLUG ALONE PER OWNER PREFERENCE
A M
a j
1'-11 1/2"
2. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH
SHALL BE FOR ACTUAL QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL
RADIUS
\\�� ..•. ` f'"r' p.,t .•:. ; :: ; /.�
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-
3. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR FOUNDATION STONE UNDERCUT SHALL BE FOR THE LENGTH
4 r / :. •..... € //i /f
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OF THE TRENCH REQUIRING UNDERCUT X 6 DEPTH INCREMENTS TO THE DEPTH REQUIRED.
°''• 24 SQUARE
\r\\ '.
w w
A
4. CLASS I EMBEDMENT SHALL BE NCDOT STANDARD # 67 STONE OR APPROVED EQUAL. FOUNDATION STONE
SHALL BE NCDOT STANDARD # 57, # 67 STONE, RAILROAD BALLAST OR APPROVED EQUAL.
`r\`:` %' 1 z/�.�%\\/\� CONCRETE PAD
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CAST IRON
SERVICE BOX
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0 cin
1/2" POLYPROPYLENE
SECTION A -A
4 TRENCHING DETAILS
#57 WASHED COUNTERSUNK PLUG
PLASTIC
MANHOLE COVER
STONE
UPDATED MARCH, 2017
NOT TO SCALE
45' BEND
r-
2'-1"
12" #4 DEFORMED
STEEL ROD
V-11 3/4"
4"x4" WYE
ELEVATION SECTION A -A
4 - 1" ANCHOR
HOLES 0 90'
Q
CONSTRUCTION NOTES 1. ALL STEPS SHALL PROTRUDE A MINIMUM OF 5" ANDA
1'-1D"
4" PLUG
MAXIMUM OF 7" FROM INSIDE FACE OF STRUCTURE WALL. 2. STEPS DIFFERING IN
�_STUBOUT
W
DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED
2'-1"
MIN, 12
Q
PROVIDED THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS OF THE
4" SEWER UNE
PROPOSED STEPS AND HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE ENGINEER
2'-9 1/4"
FOR THE USE OF SAID STEPS.
SECTION A -A
rS'� CLEANOUT DETAIL
MANHOLE RING
,3 UPDATED MARCH, 2017
NOT TO SCALE
MANHOLE STEPS
NOTE: TRAFFIC BEARING RING AND COVER.
MINIMUM WEIGHT 315 POUNDS
SHEET
C=503
MANHOLE RING AND COVER
S PRECAST CONCRETE
UPDATED MARCH,
MANHOLE DETAILS
2017
NOT TO
SCALE

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STANDARD MANHOLE MATCH INVERT TO
SET RISER SECTION
S GENERAL SEWER NOTES
34 UPDATED MARCH, 2017
V-0 V-0
fi -3000 PSI CONCRETE
TO MATCH EXISTING SAWCUT EXISTING EDGE
CONCRETE TO PROVIDE NEAT
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EXISTING
PIPE SPRINGLINE
INTO FOOTING PRIOR
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STRAIGHT EDGE PRIOR TO
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EXISTING PIPE TO FINAL CONCRETE
REPAIR
C�
Z a
OR ENTRANCE JOINT
NEW SEWER
SAW CUT TO SET.
SPRING
1. ALL CONSTRUCTION OUTSIDE RIGHTS-OF-WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND TEMPORARY
ACCESS EASEMENTS SHOWN.
„ •.:.'�. •.;.;''•'':. .:; • .:. <..
EXISTING CONCRETE;., ~ w' ~ �` �, ��' °EXISTING CONCRETE 6"
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or:::'GROUT:';.'.
CONSTRUCT INVERT FOR NEW
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORIGINAL SITE,/
OR AS NOTED.
EXISTING BASE COUR$E .0 6 MIN. CABC COMPACTED `EXISTING BASE COURSE,
ATO 100STD. PROCTOR/ r; %j j } 6"
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PSI CONCRETE
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED
;.�/ /�` F;j;;j / ; . /�;
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6
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1
6 "
CONCRETE COLLAR AT NEW
PIPE CONNECTION
IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, CONTRACTOR MUST
NOTIFY EXISTING UTILITY OWNERS. CALL 811 BEFORE YOU DIG.
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CONCRETE COLLAR /\//,\/r/\// /\//\//,\ ,\//\//,\ \l
' X5 2x2 WOVEN OR
EXISTING PIPE TO NEW PIPE INTO
BE ABANDONED EXISTING MANHOLE
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF NORTH
CAROLINA.
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UNEXCAVATED
6" 3000 LB. CONCRETE
6 I--
WELDED WIRE MESH
-
,
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5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION SITE.
CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED DURING
CONSTRUCTION.
,y�\, 1,
,;\\; M. \ff\��`
DRY`\ \
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UNDISTURBED s
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° : , ,. , ► ' , _ BASE FOUNDATION CONSTRUCTED LEVEL WITH EXISTING
° MATERIAL D WITH STONE AS REQUIRED BY SPECIFICATIONS
°
•.• • ,:. �' /
- .'
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS PERTAINING
TO CONSTRUCTION OPERATIONS.
\\� \�\\\"
EARTH rfi LIFTS OF SUITABLE SOIL
OR CABC AT OPTIMUM
%j\\% �{ ' ��\\� MOISTURE COMPACTED 95%
I� oAww
; a •; -- SECTION
"A - A"
SAWCUT AND REMOVE 1 4 MIN.
�'i "
7. SEWER FORCE MAINS AND WATER LINES SHALL HAVE 3'-O" MINIMUM COVER UNLESS OTHERWISE SHOWN ON
THE DRAWINGS.
/
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•, ' • • ° '
SECTION OF EXISTING PIPE
FILL EXISTING PIPE INVERT AND
8. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18" VERTICAL
,✓r
.. ° . ,.° .• IN
REBUILD WITH CONCRETE TO MATCH
SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE
,\;'\ � • ( - \ PIPE
r/\�j, i/. /f\/,
CONCRETE BASE
EXISTING MANHOLE BENCH
10' EITHER SIDE OF THE CROSSING.
/ ✓,� / /
SECTION "C - C�� PIPE EMBEDMENT MATERIAL
MECHANICALLY TAMPED
SECTION A -A
9. SEWER AND STORM SEWER LINES SHALL HAVE A MINIMUM 24" SEPARATION. IF 24" SEPARATION IS NOT
OBTAINABLE, WABLE FILL SHALL DUCTILE IBENNS INSTALLED BETWEEN USED THE SEWER LINE OR A SUPPORTING MATERIAL SUCH AS
TRE FOR
rST CONCRETE DRIVE REPAIR
h
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10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
7 UPDATED
47-5
JUNE, 2016
CENTERLINE OF INLET PIPING , . ' , . s
IS NOT ALLOWED IN EITHER
A `00\
11. UNLESS OTHERWISE NOTED ALL BURIED PIPE SHALL BE INSTALLED WITH PUSH -ON JOINTS AND EXPOSED PIPING
SHALL BE FLANGED JOINT.
NOT TO SCALE
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QUADRANT ADJOINING THE
° ' %. �� <, o ,`; e';' •;' , , MANHOLE
12. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS.
2" LIFTS OF ASPHALT 1'-0 V-0 TACK EXISTING PAVEMENT
TYPE SF 9.5A TO OR CRS
MANHOLE OUTLET. '•- ' '' ° ':. ':. STEPS
NEW PIPE INTO
\ FLOW EXISTING MANHOLE
13. SITE TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SURVEYOR NOTED ON PLANS.
14. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING CLOSED
CONCRETE
: ° `' '' °
�; •' ° %
CONCRETE COLLAR AT NEW
FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO STATION, FIRE DEPARTMENT,
COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY AGENCY. ALL TRAFFIC CONTROL SHALL
EDGE WITH CRS -I -11.
MATCH EXISTING PATCH TO MATCH EXISTING
COLLAR (TYP.)
° : , 3 °
• o •,
PLUG PIPES WITH 3000 PIPE CONNECTION
CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
PAVEMENT THICKNESS PAVEMENT
= O� y
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SEE DETAIL FOR
STANDARD MANHOLE
••
- °
. •
PSI CONCRETE
CONSTRUCT INVERT FOR NEW
EXISTING PIPE TO PIPE CONNECTION. SEE DETAIL.
•_:
15. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED AND 24
HOURS PRIOR TO CONSTRUCTION.
EXISTING PA MENT �r; / // / EXISTING PAVEMENT\ 2» MIN.
^ %
8 N =
= Q N _
= v 8cn to = -=
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EXISTING PIPE SAW
CUT TO SPRINGLINE
° a
BE ABANDONED
16. LOCATIONS SHOWN FOR SANITARY SEWER SERVICES ARE ASSUMED. COORDINATE LOCATIONS OF ALL PROPOSED
EXISTING BASE COURSE 1 EXISTING BASE COURSE
6" MIN.
'�doy
'; ' ,'r
'.°
\
R •{
SEWER SERVICE CONNECTIONS WITH PROPERTY OWNER PRIOR TO CONSTRUCTION.
17. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED MANHOLE TOP ELEVATIONS AND EXISTING MANHOLE INVERTS
=77`77-,_. n:. , CABC COMPACTED
TO 100% STD. PROCTOR f / '/i %� '// 6" MIN.
" \!\\f\\�\\!\\�
"
" n
• . .
•. ' • •
_
FLOW ` '' `' '' "''' • ' .:y ' r
FLOW
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL ADJUST ALL
•�y/\�//off 3 LIFTS
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PROPOSED SEWER STRUCTURES TO MATCH FINISHED PAVEMENT ELEVATIONS. COSTS OF RAISING STRUCTURES
SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK ON THE PROJECT
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18. MANHOLES AND CASTINGS SHALL MEET THE REQUIREMENTS OF OWNER AS WELL AS THE PROJECT
SPECIFICATIONS.
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S WC T AND REMOVE 1 J
SECTION OF EXISTING PIPE FILL EXISTING PIPE INVERT AND REBUILD
WITH CONCRETE TO MATCH EXISTING
»
19.4 SANITARY SEWER SERVICE LINES SHALL BE INSTALLED AT 2.0% MINIMUM SLOPE AND SHALL BE DUCTILE
IRON IN PAVED AREAS.
/\r' •' 6 LIFTS OF SUITABLE SOIL
/
/� . / /
DRY/ \;f " `' 6" MIN. • .::~\\\' OR CABC AT OPTIMUM
/N ..... / f!
UNDISTURBED \'\'�' '• \/. \/ MOISTURE COMPACTED 95%
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MANHOLE BENCH
20. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS IN A WORKMANLIKE
_
EARTH ✓�' :' . •�''I: , STANDARD PROCTOR
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NOTES:
MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRACTOR'S
EXPENSE.
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1. THIS DETAIL SHALL BE USED WHERE EXPLICITLY STATED ON THE
PLANS OR AS DIRECTED BY THE ENGINEER ONLY.
PIPE
PLAN
21. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED UTILITY LINE.
WHERE NECESSARY, EXISTING BURIED TELEPHONE UNE SHALL BE TEMPORARILY MOVED
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2. LATERALS 6 AND LARGER SHALL BE CONNECTED AT MANHOLES ONLY.
3. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION.
DURING CONSTRUCTION
OF THE PROPOSED UTILITY LINE AND RE-LAID AT NO ADDITIONAL COST TO THE OWNER.
. . , \
��f'� "' ': I t �� ./ PIPE
/!�/j ',/� ,� ., f' ! , / \;,\j
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4. MANHOLE BASE SHALL BE CAST IN PLACE.
SECTIONAL PLAN
22 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE ROADS
TCAROLINA GDEPARTMENT I
S MANHOLE LINE ABANDONMENT
SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH OF TRANSPORTATION. NO
OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE
SPECIFIC PERMISSION IS GRANTED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A
NOTE'
1. EDGE BE SAWED WITH CONCRETE SAW TO A NEAT SQUARED EDGE AND CLEANED OF
W
O
rS'4"`I NEW MANHOLE CONSTRUCTED
13 MARCH, 2017
SIMILAR MATERIAL APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED
BE I
DUST BEFORE TACK COAT IS APPLIED.
2. EDGES TO BE TACKED WITH EMULSIFIED ASPHALT TACK CRS -I OR CRS -11.
8
UPDATED
NOT TO SCALE
ON THE ROAD TO AID IN THE CLEAN UP AFTER CONSTRUCTION. A MINIMUM OF 2" OF SAND SHALL BE PLACED
ON THE ROAD PRIOR To STOCKPILING SPOIL MATERIAL THE ROAD SURFACE TO
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OVER EXISTING SEWER PIPE
ON FACILITATE CLEANUP.
23. CONTRACTOR SHALL MAINTAIN SEWAGE FLOW IN SEWER SYSTEM AT ALL TIMES AND SHALL PROVIDE BYPASS
ST ASPHALT DRIVE REPAIR
W
UPDATED MARCH, 2017
NOT TO SCALELLJ
PUMPING AND/OR PIPING AS REQUIRED. NO SANITARY SEWER OVERFLOWS ARE PERMITTED.
5 UPDATED JUNE, 2016
NOT TO SCALE
�
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SEE PAVING DETAILS
MANHOLES LOCATED
FOR EXISTING
IN STREETS
1/2" EXPANSION JOINT B
1/2- EXPANSION
�
1'-0" 1'-0"
I TO MATCH EXISTING GRAVEL SURFACE
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JOINT
I
EXISTING BASE COURSE EXISTING BASE COURSE
REMOVE MANHOLE TOP TO
\\\\\\\\\\ \//%//l/%%//
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3' BELOW FINISH GRADE.
REPLACE WITH TED
EARTH FILL
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MIN.
BACKFILL
MATERIAL
COMPACTED
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6 LIFTS OF SUITABLE SOIL
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\\;`\ MOISTURE COMPACTED 95%
\f// 1 STANDARD PROCTOR
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PIPE
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WATER LINE (PVC PIPE ONLY)
NOTE: CONTRACTOR PROTECT EXISTING CABC OUTSIDE
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PLAN
DITCCONTAMINATION
EXCAVATION NTH NCON ASHAOLL
X
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E EXHALL
NATION WITHSSOIL.AMINATED CABCOUS
CAVATED VATED
AND REPLACED WITH NEW CABC AT CONTRACTORS EXPENSE.
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BACKFILL MATERIAL
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COMPACTED IN 3" LIFTS
ST GRAVEL DRIVE REPAIR
BROOM FINISH SURFACE
NO. 12 COATED �f�\\//\\- \\/\\
COPPER TRACING / 18 /\
WIRE (PVC ONLY) /\/ - 11\ \
PERPENDICULAR TO DIRECTION
OF TRAFFIC
11 UPDATED MARCH, 2017 (THIS PROJECT ONLY)
NOT TO SCALE
/\/\
-
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12 6
SAWCUT EDGE OF SAWCUT EDGE OF
EXISTING WALK » " EXISTING WALK
/ //
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\ MIN. MIN. \
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1 /8 TO 1/4 TOOLED JOINT
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- - • - - -
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» GRADE
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PLUG BOTH INVERTS
WITH CONCRETE
\/\/\f\/\/\�
/\\\//\\//\\ \\\/r\\\\
1/2 JOINT FILLER I I 1/2
EXISTING SIDEWALK EXISTING SIDEWALK
SLOPE 1/4 PER FOOT
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ON
1/2 EXPANSION JOINT EXPANSION JOINTS ® SIDEWALK V -SHAPED 1/2- EXPANSION JOINT
v
�i /!�/, ...• • •.: • •. • ; :.. .,. • ..... • . • . •. :.+. ,!!;/\\i,
/\ NO. 12 COATED COPPER
TRACING WIRE (PVC ONLY)
30' O.C. & ADJACENT TOOLED JOINTS SPACING
TO ALL RIGID OBJECTS AT WIDTH OF SIDEWALK
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SECTION A -A
'i/��%i'%�/fifi\f%ff/i'f;,�f \;`'i%%.f�'r�`ff �f
��✓��\i�✓\f\f\/;\ \f\��/ '.. f r / ✓ r / i` r !
NOTE:
;,
CONTRACTOR SHALL FURNISH AND INSTALL METALLIC
CONSTRUCTION NOTES:
4" MIN. COMPACTED ABC
WARNING TAPE 24" ABOVE THE PIPE AND COPPER
TRACING WIRE FOR PVC PIPE INSTALLATION ONLY.
1. SIDEWALK SHALL BE CONSTRUCTED WITH CLASS B 4000 PSI CONCRETE.
2. SIDEWALK SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
NOTES:
MARKS PERPENDICULAR TO THE TRAFFIC.
SECTION B -B
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL
SAFETY AND HEALTH REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE APPLICABLE REGULATIONS
ELEVATION VIEW
AND FOLLOW THEM ACCORDINGLY.
2. PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH SHALL BE FOR ACTUAL
QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
ST CONCRETE SIDEWALK REPAIR
21 UPDATED JUNE, 2016
SHEET
IBIS MANHOLE DEMOLITION AND ABANDONMENT
S SEWER LINE TRENCHING - TWO PIPES
NOT TO SCALE
12 UPDATED MARCH, 2017
NOT TO SCALE
23 UPDATED MARCH, 2017
C=504
NOT TO SCALE

March 2, 2017
The Honorable Jay Donecker, Mayor
City of Reidsville
230 West Morehead Street
Reidsville, North Carolina 27320
Dear Mayor Donecker:
Subject: Release of Funds
CDBG 14-E-2701
Unifi Sewer Project
ROY COOPER
Gcvc-rn 9r
ANTHONY M. COPELAND
Secrefary
Thank you for the information submitted regarding the above referenced grant. The information
is satisfactory, and all conditions relating to the grant are released effective the date of this letter.
Funds may now be obligated or expended on any activity in the grant.
1f you have any questions, please contact me at [phone] or email
[e-mail].
Sincerely,
Kenny Stagg
CDBG Economic Developer
C' Alice Briggs
State of North Carolina I Department of Commerce
301 North Wilmington Street 14301 Nail Service Center I Raleigh, NC 27699-4301
919 814 4600 T

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh ES Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
August 11, 2016
Jon Swaim
McGill Associates, P.A.
468 New Market Blvd., Ste. B
Boone, NC 28607
Re: City of Reidsville UNIFI Wastewator System Replacement -- Rockingham County, NC
Dear Mr. Swaim:
This letter is to inform you that a list of all federally -protected endangered and threatened species
with known occurrences in North Carolina is now available on the U.S. Fish and Wildlife
Service's (Service) web page at http://www.fws.gov/raleigh. Therefore, if you have projects that
occur within the Raleigh Field Office's area of responsibility (see attached county list), you no
longer need to contact the Raleigh Field Office for a list of federally -protected species.
Our web page contains a complete and frequently updated list of all endangered and threatened
species protected by the provisions of the Endangered Species Act of 1973, as amended (16
U.S.C. 1531 et seq.)(Act), and a list of federal species of concernt that are known to occur in
each county in North Carolina,
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that regturemPnt._aad r; deterrnining vv,.ether addition 1 consultation .ill. the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes.
t The term "federal species of concern" refers to those species vvhiclti the Service believes might be in need of
concentrated conservation actions. Federal species of concern receive no legal protection and tlieir designation does
not necessarily imply that the species will eventually be proposed for listing as a federally endangered or threatened
species. However, we recommend that all practicable measures be taken to avoid or minimize adverse impacts to
federal species of concern.

If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
With regard to the above -referenced project, we offer the following remarks. Our comments are
submitted pursuant to, and in accordance with, provisions of the Endangered Species Act.
Based on the information provided and other information available, it appears that the proposed
action is not likely to adversely affect any federally -listed endangered or threatened species, their
formally designated critical habitat, or species currently proposed for listing under the Act at
these sites. We believe that the requirements of section 7(a)(2) of the Act have been satisfied for
your project. Please remember that obligations tinder section 7 consultation must be
reconsidered if: (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered; (2) this action is
subsequently modified in a manner that was not considered in this review; or, (3) a new species
is listed or critical habitat determined that may be affected by the identified action,
However, the Service is concerned about the potential impacts the proposed action might have
on aquatic species. Aquatic resources are highly susceptible to sedimentation. Therefore, we
recommend that all practicable measures be taken to avoid adverse impacts to aquatic species,
including implementing directional boring methods and stringent sediment and erosion control
measures. An erosion and sedimentation control plan should be submitted to and approved by
the North Carolina Division of Land Resources, Land Quality Section prior to construction.
Erosion and sedimentation controls should be installed and maintained between the construction
site and any nearby down -gradient surface waters. In addition, we recommend maintaining
natural, vegetated buffers on all streams and creeks adjacent to the project site.
The North Carolina Wildlife Resources Commission has developed a Guidance Memorandum (a
copy can be found on our website at (http://www.fws.gov/raleigh) to address and mitigate
secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality.
We recommend that you consider this document in the development of your projects and in
completing an initiation package for consultation (if necessary).
2

We hope you find our web page useful and informative and that following the process described
above will reduce the time required, and eliminate the need, for general correspondence for
species' lists. If you have any questions or comments, please contact John Ellis of this office at
[phone] ext. 26.
Sincerely,
a� J��
Pte Benjamin
ield Supervisor
3

List of Counties in the Service's Raleigh Field Office Area of Responsibility
Alamance
Beaufort
Bertie
Bladen
Brunswick
Camden
Carteret
Caswell
Chatham
Chowan
Columbus
Craven
Cumberland
Currituck
Dare
Duplin
Durham
Edgecombe
Franklin
Gates
Granville
Greene
Guilford
Halifax
Harnett
Hertford
Hoke
Hyde
Johnston
Jones
Lee
Lenoir
Martin
Montgomery
Moore
Nash
New Hanover
Northampton
Onslow
Orange
Pamlico
Pasquotank
Pender
4
Perquimans
Person
Pitt
Randolph
Richmond
Robeson
Rockingham
Sampson
Scotland
Tyrrell
Vance
Wake
Warren
Washington
Wayne
Wilson