20180749 Ver 1_401 Application_20180518

4� �-
Preliminary ORM Data Entry Fields for New Actions 1 \
SAW — 2017 - BEGIN DATE [Received Date]: 2 0 f 80 T 4 8
Prepare file folder F-1 Assign Action ID Number in ORM
1. Project Name [PCN Form A2a]: Court Drive and Wellman Street
2. Work Type: Private F1 Institutional E] GovernmentFol Commercial El
3. Project Description / Purpose [PCN Form 63d and 133e]: PAIL)
The purpose of the project is to upgrade the current pipe system to improve the drainage and prev$flooding.
4. Property Owner / Applicant [PCN Form A3 or A4]: City of Gastonia: POC; Gary Saine
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Aliisa Harjuniemi, PWS
6. Related Action ID Number(s) [PCN Form 65b]:
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 61b]:
Located at the Court Drive—Wellman Street intersection in Gastonia, North Carolina (Figure
1, attached). (35.273448, -81.130307)
8. Project Location - Tax Parcel ID [PCN Form 131a]: Multiple (See the Construction Plan Sheets)
9. Project Location —County [PCN Form A2 b]: Gaston
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Gastonia
11. Project Information — Nearest Waterbody [PCN Form 132a]: Duharts Creek
12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 62c]: 03050102
Authorization: Section 10 F-1 Section 404 Al Section 10 & 404 F1
Regulatory Action Type:
BStandard Permit
✓ Nationwide Permit # 3
❑ Regional General Permit #
❑ Jurisdictional Determination Request
Pre -Application Request
Unauthorized Activity
❑ Compliance
No Permit Required
Revised 20150602

CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
To: Ms.Catherine Janiczak Date: May 22, 2018
U.S. Army Corps of Engineers, Charlotte Satellite Office
151 Patton Avenue, Room 208
Asheville, NC 28801
Subject: Pre -Construction Notification Pursuant to Nationwide Permit No. 3
Court Drive and Wellman Street
Gastonia, North Carolina
CWS Project No. 2016-4085
Dear Ms. Janiczak,
The Court Drive and Wellman Street site study area is approximately 7 acres in extent and is located at the
Court Drive—Wellman Street intersection in Gastonia, North Carolina (Figure 1 and 2, Attachment A). On
behalf of the City of Gastonia, LaBella Associates has subcontracted Carolina Wetland Services, Inc. (CWS)
to provide Section 404/401 permitting services for this project.
CWS is submitting a Pre -Construction Notification pursuant to Nationwide Permit No. 3 to the U.S. Army
Corps of Engineers and Water Quality Certification No. 4132 to the North Carolina Division of Environmental
Quality (NCDEQ) for proposed permanent impacts to 94 linear feet of stream channel associated with
upgrading the culvert system to prevent flooding. Additionally, temporary dewatering system will result in
approximately 40 linear feet of temporary stream impacts. An executed Agent Authorization Form is
attached (Attachment B).
Enclosed is a check of $240 for the 401 Water Quality Certification application fee. CWS is the Authorized
Agent and should be copied on all project correspondence.
ATTACHMENTS INCLUDED:
Please do not hesitate to contact Aliisa Harjuniemi at 980-259-1222 or [e-mail] should you have
any questions or comments regarding this request.
Sincerely,
,fig. ��.v � -�
Aliisa Harjuniemi, PWS
Project Scientist
Christine Geist, PWS, CE
Principal Scientist
DESCRIPTION
Attachment A -
Figures 1-8
Attachment B -
Agent Authorization Form
Attachment C -
NCDEQ Stream Classification Forms SCP1-SCP2
Attachment D -
USACE Wetland Determination Data Form DP1
Attachment E -
Construction Plan Sheets
Attachment F -
NCNHP Report
Please do not hesitate to contact Aliisa Harjuniemi at 980-259-1222 or [e-mail] should you have
any questions or comments regarding this request.
Sincerely,
,fig. ��.v � -�
Aliisa Harjuniemi, PWS
Project Scientist
Christine Geist, PWS, CE
Principal Scientist

O�O4WATERpG
y r
J y
Q Y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 14
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
[R Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
O Yes ® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
[K 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 N No
For the record only for Corps Permit:
Ct 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
1 g.
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)?
[I Yes Z No
2.
Project Information
2a.
Name of project:
Court Drive and Wellman Street
2b.
County:
Gaston
2c.
Nearest municipality / town:
Gastonia
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Please see the Construction Plan Sheets
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
3e.
City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 14
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
Agent Other, specify: City of Gastonia
4b. Name:
Mr. Gary Saine
4c. Business name
(if applicable):
City of Gastonia
4d. Street address:
PO Box 1748, Gastonia
4e. City, state, zip:
NC 28053-1748
4f. Telephone no.:
704.866.6020
4g. Fax no.:
N/A
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Aliisa Harjuniemi, PWS
5b. Business name
(if applicable):
Carolina Wetland Services, Inc.
5c. Street address:
550 E. Westinghouse Blvd.
5d. City, state, zip:
Charlotte, NC 28273
5e. Telephone no.:
980-259-1222
5f. Fax no.:
N/A
5g. Email address:
[e-mail]
Page 2 of 14
PCN Form — Version 1.4 January 2009

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Multiple. Please see the Construction Plan Sheets (Attachment
E)
1 b. Site coordinates (in decimal degrees):
Latitude: 35.2734480 Longitude: -81.1303070
1 c. Property size:
Study area: 7 ac., Limits of Disturbance 1.05 ac.
2. Surface Waters
2a. Name of nearest body of water to proposed project:
UT to Duharts Creek
2b. Water Quality Classification of nearest receiving water:
WS -V
2c. River basin:
Catawba (HUC 03050102)
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 Court Drive and Wellman Street site study area is approximately 7 acres in extent and is located at the Court Drive—
ellman Street intersection in Gastonia, North Carolina (Figure 1 and 2, Attachment A). The limits of disturbance for this project
total 1.05 acre (Figure 3). The study area consists of maintained residential lawns, stream channels, and forested areas. The
vegetation communities on site consist of maintained/disturbed urban vegetation (Figure 3, Attachment A). The surrounding
land use consists of single-family residences, forested areas, and commercial/government properties.
According to the United States Department of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web Soil
Survey of Gaston County (Figure 4) and the most recently published NRCS Soil Survey for Gaston County (Figure 5), current
and historic on-site soils consist of Cecil -Urban land complex (8 to 15 percent slopes [CfD]) and Tatum gravelly loam (2 to 8
percent slopes [TaB] and 8 to 15 percent slopes [TaD]). None of the on-site soils are listed on the Web Soil Survey Hydric Soils
List as containing hydric inclusions.
The National Wetlands Inventory (NWI) GIS layer does not depict any potential wetland areas within the project limits (Figure 6).
Jurisdictional Waters of the U.S. were delineated by CWS on July 20, 2016. There are two jurisdictional stream channels within
he project limits (Figure 7). NCDEQ Stream Classification Forms representative of on-site jurisdictional stream channels are
attached as SCP1-SCP2 (Attachment C) and a Wetland Determination Data Form representative of on-site non -jurisdictional
upland areas is attached as DP1 (Attachment D). The on-site jurisdictional boundaries and locations of the stream classification
points and the Wetland Determination Data Form are depicted on Figure 7. The delineation documentation is included with this
application, but no Jurisdictional Determination is requested at this time.
3b. List the total estimated acreage of all existing wetlands on the property: 0 acre of jurisdictional wetland area
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 694 linear feet of
perennial stream, 168 If intermittent stream
3d. Explain the purpose of the proposed project:
The purpose of the project is to replace the deteriorated 48" CMP Court Drive culvert and to improve flooding conditions at 279
Court Drive. This 48" culvert is at the end of its service life and must be replaced. In addition, the existing 36" CMP Wellman
Street culvert is undersized and is causing frequent flooding at the 2792 Court Drive residence. There is a dual 30"/24" RCP
pipe system on the upstream end of this 36" CMP that provides greater capacity than the culvert. During even minor storm
events, water backs up into the yard at 2792 Court Drive and causes structural flooding. The 36" CMP is being replaced with a
dual 42" culvert to provide greater capacity and reduce the frequency of structural flooding at the house.
3e. Describe the overall project in detail, including the type of equipment to be used: (see next page)
Page 3 of 14
PCN Form — Version 1.4 January 2009

3e
The project proposes to replace the existing undersized culverts with appropriate sized culverts and install rip rap stilling basins
(fill) at the downstream end of the culvert (Figure 8). The culverts will be replaced within existing culvert footprint. Additionally,
grading upstream of the Court Drive culvert will disturb 14 If of stream bed. The construction plans with details are included as
Attachment E.
S1 -S3 - Permanent Impacts
The length of each rip rap stilling basin at the downstream end of the culverts is 40 feet, totaling 80 linear feet of permanent
impacts (S1 and S2). Minimum grading and stabilization with rip rap upstream of the Court Drive culvert will disturb 14 linear
feet of stream bed (S3).
Rip rap stilling basins and rip rap are required due to the high velocities in the culverts. The full flow velocity in the 42" Wellman
Street culvert at 3.10% slope is almost 20 fps. It would not be possible to adequately stabilize in such high velocities without
rip rap stilling basins. Stilling basins were designed using the methodology in the Federal Highway Administration's HEC -14
publication to minimize the length of rip rap. If standard rip rap aprons would be utilized, the length of stream impacts would
be even greater.
S4 and S5 - Temporary Impacts due to Dewatering
A pump around system will be utilized to complete the construction activities in the dry. This water diversion system will result
in a total of approximately 40 linear feet of temporary stream impacts (S4 and S5). Impervious dikes will be placed upstream
and downstream of disturbed area. Please see the Sheet EC1 for the pump around system details (Attachment E). All
temporary structures will be removed from the channel after the work is complete.
The channel and pipe improvements will primarily be constructed using a large excavator. A medium wheel loader will be used
to transport materials. Dump truck will also be used to transport materials but will remain in the street. Asphalt paving machine:
will be used to resurface the streets at the end of construction.
Page 4 of 14
PCN Form —Version 1.4 January 2009

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 priorphases) in the
Yes No
Comments:
Unknown
4b. If the Corps made the jurisdictional determination,
what type of determination was made?
Preliminary
Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
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
Yes M No
Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
)I Yes ONo
6b. If yes, explain.
Page 5 of 14
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
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.
Wetland impact
number
Permanent (P) or
Tempora
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f. Area
of
impact
(acres)
W1
W2
W3
W4
W5
W6
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
39•
Impact
length
(linear
feet)
S1
P
Rip Rap Stilling Basin
Stream A
PER
Corps
7
40
S2
P
Rip Rap Stilling Basin
Stream B
INT
Corps
4
40
S3
P
Grading and Rip Rap
Stream A
PER
Corps
7
14
S4
T
Dewatering system
Stream A
PER
Corps
7
30
S5
T
Dewatering system
Stream B
INT
Corps
4
10
3h. Total stream and tributary impacts
134
Page 6 of 14
PCN Form — Version 1.4 January 2009

3i. Comments: Temporary impacts to streams total 40 linear feet.
Permanent stream impacts total 94 linear feet.
Page 7 of 14
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivii ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporar T
4b.
Name of waterbody
(if applicable
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose One
Choose
02
Choose One
Choose
03
Choose One
Choose
04
Choose One
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID number
5b. 5c. 5d. 5e.
Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland
purpose of pond (acres)
Flooded Filled Excavated Flooded Filled Excavated
P1
Choose One
P2
Choose One
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes © No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
0;. Neuse 0 Tar -Pamlico 0' Catawba 0 Randleman 0 Other:
6b.
Buffer Impact
number-
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1
-
Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 8 of 14
PCN Form - Version 1.4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent practicable while still meeting the
project goals. The culverts will be replaced within existing culvert footprints.
The culverts must be replaced at the same approximate invert elevations because of conflicts with existing utilities. As shown o
Sheet 4 (Attachment E), there is an existing 8" sanitary sewer directly beneath the proposed dual 48" Court Drive culvert. There
is also a 24" sanitary sewer force main beneath the culvert. As shown on Sheet 5, there is an existing 24" sanitary sewer force
main directly beneath the proposed dual 42" Wellman Street culvert. There is also an existing 8" sanitary sewer beneath the
sewer on the downstream end. The inverts cannot be lowered due to the location of these existing utilities.
Because of this, the City of Gastonia requests a waiver from the General Condition No. 3.6.1 as the proposed new pipe system
ill not be buried. The current system has not been buried.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Proper sediment and erosion control measures will be used to minimize disturbances to downstream waters. Construction
activities and impacts to on-site jurisdictional waters of the U.S. will comply with all conditions of Nationwide Permit No 3 and
Water Quality Certificate No. 4132.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
M Yes No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
DWQ w Corps
Page 9 of 14
PCN Form —Version 1.4 January 2009

2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
El Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose One
Type: Choose One
Type: Choose One
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
4c. If using stream mitigation, stream temperature:
Choose One
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
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?
E Yes R 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:
Page 10 of 14
PCN Form — Version 1.4 January 2009

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:
Page 11 of 14
PCN Form —Version 1.4 January 2009

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
Yes
No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
This project is associated with a stormwater infrastructure maintenance project and
f=[ Yes
No
does not require a SMP.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
<24
2b.
Does this project require a Stormwater Management Plan?
01 Yes
No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The amount of impervious surface does not change significantly.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is thisproject?
Phase II
3b.
Which of the following locally -implemented stormwater management programs
NSW
apply (check all that apply):
USMP
Water Supply
Watershed
Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
Yes
No
attached?
4. DWQ Stormwater Program Review
T Coastal counties
4a.
Which of the following state -implemented stormwater management programs applyHQW
ORW
(check all that apply):
it
Session Law 2006-246
Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
Yes
)Z No
attached?
5. DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
Yes
No
5b.
Have all of the 401 Unit submittal requirements been met?
Yes
No
Page 12 of 14
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
Yes 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
�R 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:
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.
This project will not result in cumulative impacts to jurisdictional waters.
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.
The proposed project will not generate wastewater.
Page 13 of 14
PCN Form —Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
Yes No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
To determine which protected species are listed as occurring or potentially occurring within the project vicinity, and prior to
conducting the on-site field investigation, CWS consulted the United States Fish and Wildlife Service (USFWS)
Endangered and Threatened Species and Species of Concern by County for North Carolina online database for Gaston
County. In addition, CWS performed a data review using the North Carolina Natural Heritage Program (NCNHP) Data
Explorer on May 17, 2018 to determine if any record occurrences of federally -listed, candidate endangered, threatened
species, or critical habitat were located within the project limits. There are no known occurrences of federally protected
species within or within a mile of the project area (Attachment F).
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?
NOAA Fisheries: http://www.habitat.noaa.gov/protection/efh/habitatmapper.htmi
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
Yes No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
http://gis.ncdcr.gov/hpoweb/
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:
No aboveground fill is proposed.
8c. What source(s) did you use to make the floodplain determination'? FEMA FIRM Nn_ 371 n356600J
5.22.18
Ms. Aliisa Harjuniemi
Applicant/Agent's Signature (Agent's
Applicant/Agent's Printed Name
signature is valid only if an authorization letter
Date
from the applicant is provided.)
Page 14 of 14
PCN Form — Version 1.4 January 2009

Court Drive and Wellman Street
Attachments
ATTACHMENT A:
Figures 1-8
May 22, 2018
CWS Project No. 2016-4085

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E Garrison Blvd
Ga:t !nsa 'ovd
t uliti.i1 it Jvlt bspr ca "c1�Vbs
out -_• ,� Creek
tr
.it
REFERENCE: BACKGROUND VICINITY MAP PROVIDED BY ESRI, 2018.
SCALE: DATE:
1 inch = 5,000 feet 5/14/2018
CWS PROJECT NO: DRAWN BY.
2016-4085 MLS
COORDINATES: CHECKED BY.
35.273448, -81.130307 CAG
M
Si 4% (R.
it f
i
S+ ar
e1'
c
C
CAROLINA
WETLAND SERVICES
Legend
Q Project Limits (7 ac.)
5,000 2,500 0 5,000 Feet
Vicinity Map
Court Drive -Wellman Street
Gaston County, Gastonia ,NC
Jurisdictional Determination
G:\My Ddve\2016\2016 Consulfing\2016 Projects\2016-4085 Court Drive Wellman Street\Permit (NW? 3)\ArcGIS\Figurel_Vicinity.mxd
FIGURE NO.
1
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7

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Legend
Project Limits (7 ac.)
x
2,000 1,000 0 2,000 Feet
REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S): GASTONIA NORTH, NC (2017). ��ft
SCALE: DATE
1 inch = 2,000 feet 5/14/2018FIGURE NO.
USGS Topographic Map
CWS PROJECT NO: DRAWN BY: 2
2016-4085 MLS Court Drive -Wellman Street of
COORDINATES: CHECKED BY: CAROLINA Gaston County, Gastonia ,IVC 7
35.273448, -81.130307 CAG WETLAND SERVICES Jurisdictional Determination
G:\My Drive\2016\2016 Consulting\2016 Projects\2016-4085 Court Drive Wellman Street\Permit (NWP 3)\ArcGIS\Figure2_Vidnity.mxd

G \My Drive\2016\2016 Consulting\2016 Projects\2016-4085 Court Drive Wellman StreehPermit (NWP 3)\ArcGIS\Figure3_Aerial.mxd

GAMy Drive\2016\2016 Consulting\2016 Projects\2016-4085 Court Drive Wellman Street\Permit (NWP 3)\ArcGIS\Figure4_CurrentSoil.mxd

ha - GaL < # Ta£ ✓` TaE..
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Soil Unit Name and Description
CfB Cecil-Urban land complex, 2 to 8 percent slopes No 'N�`�
CfD Cecil-Urban land complex, 8 to 15 percent slopes No A°,�'� — �/i �` f6,aD2 Legend
TaB Tatum gravelly loam, 2 to 8 percent slopes No
J Q Project Limits (7 ac.)
TaD Tatum gravelly loam, 8 to 15 percent slopes NoNNW
- f�
�.,
Cf 2,000 11000 0 2,000 Feet
REFERENCE: USDA-NRCS HISTORIC SOIL SURVEY OF GASTON COUNTY, NC, SHEETS 3 and 4, DATED 1985. w
SCALE:DATE: USDA-NRCS Historic Soil Survey FIGURE NO.
1 inch = 2,000 feet 5/14/2018 Y
CWS PROJECT NO DRAWN BY: of Gaston County 5
2016-4085 MLS Court Drive-Wellman Street
of
COORDINATES. CHECKED BY: CAROLINA Gaston County, Gastonia ,NC
35.273448, -81.130307 CAG WETLAND SERVICES Jurisdictional Determination 7
G:\My Dnve\2016\2016 Consulting\2016 Projects\2016-4085 Court Drive Wellman Street\Permit (NWP 3)\ArcGIS\Figure5_HistoncSoil.mxd

E Oz rk Ave
State Hwy 7
Plastics Dr
Q
m
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Dr We//
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23
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U
c
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ate Rd
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m
y
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0
0
N
�
C
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a
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w
co Graceland
ve
Loblolly Pine Dr
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ve
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N
N
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N Q
41
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U)
0
embroke Rd
n
rn
Reh =
oU�tR
a
1-85
P A
Legend
Gaston Mall
Project Limits (7 ac.)
r
PUBNh
Roads
WETLAND TY
Freshwater Forested/Shrub Wetland
Ug Nwy N Freshwater Pond
REFERENCE- NATIONAL WETLAND INVENTORY DATA PROIVDED BY UNITED STATES FISH AND 8WILDLIFE SERVICE FOR NORTH 1,000 SOO 1,000 Feet
BACKGROUND LAYER(S) PROVIDED RBYIGASTON COUNTY GIS DEPARTMENT, DATED 2017. NA, ACCESSED 2018.FBl
SCALE: DATE: FIGURE NO.
1 inch = 1,000 feet 5/14/2018 National Wetland Inventory c
CWS PROJECT NO: DRAWN BY. 6
2016-4085 MLS ^ Court Drive -Wellman Street Of
COORDINATES. CHECKED BY'. CAROLINA Gaston County, Gastonia ,NC
C
35.273448, -81.130307 1 CAG WETLAND SERVICES Jurisdictional Determination 7
G:\My Dnve\2016\2016 Consulting\2016 Projects\2016A085 Court Drive Wellman Street\Permit (NWP 3)\ArcGIS\Figure6NWl.mxd

Photograph A: View of Stream A, facing downstream.
65
1=
Potential Non -Wetland 3
Waters of the U.S.
Stream B - 168 If
`1 \---.
(� •. S C P 2
• DP1
Photograph B: View of Stream B, facing downstream.
court_111
N
3
G:\My Drive\2016\2016 Consulting\2016 Projects\2016-4085 Court Drive Wellman Street\Permit (NWP 3)WrcGIS\Figure7_JD.mxd
Legend
Potential Non -Wetland
A SGP1
Project Limits (7 ac.)
Waters of the U.S.
- - - - Seasonal Stream
Stream A - 694 If
m
Perennial Stream
N
-'-
rw/
�=---Pipe
Roads
Tax Parcels
Photo Location and Direction
ODP Data Point
REFERENCE: BACKGROUND GIS LAYER(S) PROVIDED BY GASTON COUNTY
SCP Stream Classification Point
GIS DEPARTMENT, DATED 2017.
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED
IN THE FIELD), CLASSIFIED, AND MAPPED USING A SUB -FOOT CAPABLE GPS
200 100 0
200 Feet
UNIT BY CWS, INC., ON JULY 20, 2016. JURISDICTIONAL FEATURES HAVE NOT
BEEN VERIFIED BY THE USACE.
SCALE:
1 inch = 200 feet
DATE:
5/21/2018
Jurisdictional Boundaries
FIGURE NO.
CWS PROJECT NO:
DRAWN BY:
7
2016-4085
MLS
Court Drive -Wellman Street
�f
COORDINATES:
CHECKED BY:
CAROLINA
Gaston County, Gastonia ,NC
35.273448, -81.130307
CAG
WETLAND SERVICES
Jurisdictional Determination
7
G:\My Drive\2016\2016 Consulting\2016 Projects\2016-4085 Court Drive Wellman Street\Permit (NWP 3)WrcGIS\Figure7_JD.mxd

F -
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PROPOSED uMiTS oT'u`Co � r.
NOW�R FURMERL" /
C_OFGE A�iN 3USSELL Anv Wl.t NOW OR :-01M L,
WAREN .00K RUSSELL ESSE EDWARD ^AI'AIEP.
OB 889 P: 636 ]B 4237 PC 15'_9
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EE OR FORMERLY
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IT-
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------------------
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S4LijY _ Tew' V [
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' � o^•{ �. END OR PROPOSED Q.
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Lu
PROPOSED UNITS OF DISTURBANCE
j>
N NOW OR FORMERLY
I ` RAYMOND 5 CLI N_ AND WIFE En
J r PROP. IP.' 6 3108 PO 21
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PROPOSED TEMP. PID ,}137896 I
SILT FENCE 285'. DOURT DR 1
NQW` OR FORMERLY
MGJDS -ND WIFE ALICE Y
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454] AN 314
TME F F
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P:D s
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2SSG CGK DK
PROP: TEMP.
A
I /
TEMP. PUMP ARDUT�
SEF AL 9EET ECI �
I / 5
LEGEND
w.
NOW LL ANG . AERL`
W'ILLW1.'.ALL . CWIEt 3PENp<
CAL_
-
D8 SJ3C :. 9]v
1 R
PROPOSED TEMPORARY
PI 4 41 P, 'O
PIC % 559
IMPERVIOUS DIKE
OPROPOSED
INLET PROMCICN
r _
DEWATEPoNG BAG
_ —
PROPOSED uMRS
—
— OF OISNRSANCE
e e
' S3
Pei
SDE
PROPOSED PERMANENT
------- ---------------
STORM DRAINAGE EASEMENT
—F
PROPOSED TEMPORRY
NOW�R FURMERL" /
C_OFGE A�iN 3USSELL Anv Wl.t NOW OR :-01M L,
WAREN .00K RUSSELL ESSE EDWARD ^AI'AIEP.
OB 889 P: 636 ]B 4237 PC 15'_9
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EE OR FORMERLY
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Lu
PROPOSED UNITS OF DISTURBANCE
j>
N NOW OR FORMERLY
I ` RAYMOND 5 CLI N_ AND WIFE En
J r PROP. IP.' 6 3108 PO 21
PCP Ct?CE I',) NO. OR FO. MER.I37899 1
DAPA, RAMS"! I
OR 5G PG 311 .2997 COURT CR
' 1
PROPOSED TEMP. PID ,}137896 I
SILT FENCE 285'. DOURT DR 1
NQW` OR FORMERLY
MGJDS -ND WIFE ALICE Y
W.?Of.S
454] AN 314
TME F F
MOB 4 41 -G ]D
P:D s
'
2SSG CGK DK
PROP: TEMP.
A
I /
TEMP. PUMP ARDUT�
SEF AL 9EET ECI �
I / 5
PHASE II
N-10 'P. F R. 2_t
"-R I.AOGEHE LIFE ESTATE
8 Od7E PC 110'
TO #13759'
I zea= ;.ouar DR
J
[100% Percen=Construction
Not Released foFOR REVIE
2.0
1a 30
SCALE: 1"=20'
SW PPOJFLl1IN-05-000RT s
FIGURE 8
EROSKJN CONTROLOWG
LEGEND
PROPOSED TEMPORARY
DEWATERING PUMP TO DEWATERING BAG
ROCK CHECK OMI
PROPOSED TEMPORARY
- PROP AEW. DEWATERING BAG
IMPERVIOUS DIKE
OPROPOSED
INLET PROMCICN
PROPOSED TEMPOPARY
DEWATEPoNG BAG
_ —
PROPOSED uMRS
—
— OF OISNRSANCE
e e
— PROPOSED TEMPORARY
CONSMCIION EASEMENT
SDE
PROPOSED PERMANENT
------- ---------------
STORM DRAINAGE EASEMENT
—F
PROPOSED TEMPORRY
L
5 LT FENCE
PHASE II
N-10 'P. F R. 2_t
"-R I.AOGEHE LIFE ESTATE
8 Od7E PC 110'
TO #13759'
I zea= ;.ouar DR
J
[100% Percen=Construction
Not Released foFOR REVIE
2.0
1a 30
SCALE: 1"=20'
SW PPOJFLl1IN-05-000RT s
FIGURE 8
EROSKJN CONTROLOWG
DEWATERING PUMP TO DEWATERING BAG
I !
a
- PROP AEW. DEWATERING BAG
rt
\
_
_ —
�' w
COURT -DRIVE
-1--
-- -- --------
------- ---------------
L
mE s�
sDE y�E -
r
W
-- —gym—
_
_co
77
w
PHASE II
N-10 'P. F R. 2_t
"-R I.AOGEHE LIFE ESTATE
8 Od7E PC 110'
TO #13759'
I zea= ;.ouar DR
J
[100% Percen=Construction
Not Released foFOR REVIE
2.0
1a 30
SCALE: 1"=20'
SW PPOJFLl1IN-05-000RT s
FIGURE 8
EROSKJN CONTROLOWG

Court Drive and Wellman Street
Attachments
ATTACHMENT B:
Agent Authorization Form
May 22, 2018
CWS Project No. 2016-4085

AGENT CERTIFICATION OF AUTHORIZATION
1, the undersigned, a duly authorized representative for the project identified herein, do
authorize representative of the Wilmington District, U.S. Army Corps of Engineers (Corps) to
enter upon the property, easement and/or right-of-way herein described for the purpose of
conducting on-site investigations and issuing a determination associated with Waters of the U.S.
subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the
Rivers and Harbors Act of 1899.
I, Mr. Gary Saine, representing City of Gastonia, hereby certify that I have authorized Aliisa
Harjuniemi of Carolina Wetland Services, Inc. to act on my behalf and take all actions necessary
to the processing, issuance, and acceptance of this request for wetlands determination /
permitting and any and all standard and special conditions attached.
We hereby certify that the above information submitted in this application is true and accurate to
the best of our knowledge.
A plicants-Mgnature
5-z) ~r00
Agent's signature
5-17-18
Date Date
Completion of this form will allow the agent to sign
all future application correspondence.

Court Drive and Wellman Street
Attachments
ATTACHMENT C:
May 22, 2018
CWS Project No. 2016-4085
NCDEQ Stream Classification Forms (SCP1-SCP2)

INC DWQ Stream Identification Form Version 4.11
I ate: 7/20/2016 Projecvsite: Court Drive/Wellman Street Latitude:
Evaluator: MML/KJM/AVH
Total Points:
Stream is at least intermittent if >_ 19 or perennial i/>_ 30'
38.5
A. Geomorphology Subtotal = 14
1. Continuity of channel bed and bank'
2. Sinuosity of channel along thalweg
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool se u
4. Particle size of stream substrate
5. Active/relict floodplain
6. Depositional bars or benches
7. Recent alluvial deposits
8. Headcuts
9. Grade control
10. Natural valley
11. Second or greater order channel
`artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 10.5
12. Presence of Baseflow
15. Sediment on plants or debris
16. Organic debris lines or piles
17. Soil -based evidence of high water table?
C. Biology Subtotal = 14
18. Fibrous roots in streambed
19. Rooted upland plants in streambed
20. Macrobenthos (note diversity and abundance)
21. Aquatic Mollusks
22. Fish
23. Crayfish
24. Amphibians
25. Algae
26. Wetland plants in streambed
Stream Determination: Ephemeral Intermittent Perennial
Perennial
Absent Weak Moderate
0 1 2
0 1 2
0 1 2
0 1 2
0 1 2
0 1 2
0 1 2
0 1 2
0 0.5 1
0 0.5 1
No = 0 Yes =
caddisflies were observed.
0 1 2
0 1 2
.5 1 0.5
0 0.5 1
0 0.5 1
No = 0 Yes =
3 2 1
3. :'> 2 1
0 1 2
0`' 1 2
0 0.5 1
0 0.5 1
0 0.5 1
0 0.5 1
FACW = 0. 75, OBL = 1.5 Other = 0
Longitude:
-81.130343
Other
Stream Name:
SCP1/Stream A
Strong
3,
3
3
3
3
3
3
3
1.5
1.5
0
0
i�1

INC DWQ Stream Identification Form Version 4.11
Date: 7/20/2016 Project/Site: Court Drive/Wellman Street
Total Points:
Stream is at least intermittent if >_ 19 or perennial if z 30*
28.5
A. Geomorphology Subtotal = 10
1. Continuity of channel bed and bank*
2. Sinuosity of channel along thalweg
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool se,
4. Particle size of stream substrate
5. Active/relict floodplain
6. Depositional bars or benches
7. Recent alluvial deposits
8. Headcuts
9. Grade control
10. Natural valley
11. Second or greater order channel
*artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 11
12. Presence of Baseflow
13. Iron oxidizing bacteria
14. Leaf litter
15. Sediment on plants or debris
16. Orqanic debris lines or piles
C. Biology Subtotal = 7_5
18. Fibrous roots in streambed
19. Rooted upland plants in streambed
24. Amphibians
25. Algae
26. Wetland plants in streambed
*perennial streams may also be identified using other methods.
Sketch:
Stream Determination: Ephemeral Intermittent Perennial
Intermittent
Absent
Weak M
0
1
0
1
0
1
0
1
0
1
0
1
0
1
0
1
0
0.5
0
0.5
No =0
1 1.5
Latitude:
35.273797
Longitude:
-81.131135
Other
Stream Name:
SCP2/Stream B
oderate Strong
2 3
2 3
2 3
23
2 3
2 3
2 3
2 3
1
Yes = 3
0 1
2 3
0 1
2 3
1.5 1
0.5 0
0 0.5
1 1.5
0 0.5
1 1.5
No = 0
Yes= 3
3 2 1 0
3 2
1 0
0 1'
2 3
0 1
2 3
0; ' 0.5
1 1.5
0 0.5
1 1.5
0 0.5-
11.5
0 0.5
1 1.5
FACW = n 79nRl = i s nther = n
n

Court Drive and Wellman Street
Attachments
ATTACHMENT D:
May 22, 2018
CWS Project No. 2018-4085
USACE Wetland Determination Data Form (DP1)

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Project/Site: Court Drive/Wellman Street City/County: Gaston County Sampling Date: 7-20-16
Applicant/Owner: US Infrastructure of Carolina, Inc. State: NC Sampling Point: DP1
Investigator(s): MMI/KJM/AHV Section, Township, Range: Gastonia
Landform (hillside, terrace, etc.): None Local relief (concave, convex, none): Concave Slope (%): 0-2
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.274172 Long: -81.130037 Datum: NAD 83
Soil Map Unit Name: Cecil -urban land complex (CfD) NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Data point is representative on a non -jurisdictional upland area.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
—Surface Soil Cracks (136)
_Surface Water (Al) _True
Aquatic Plants (614)
_Sparsely Vegetated Concave Surface (68)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (C1)
—Drainage Patterns (B10)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) —Recent
Iron Reduction in Tilled Soils (C6)
—Crayfish Burrows (C8)
_ Drift Deposits (133) —Thin
Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4) —Other
(Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water -Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC -Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes No_X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are not present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Tree Stratum (Plot size: 30
1. Fraxinus americana
2. Jug/ans nigra
3. Acer negundo
4. Liquidambar styraciflua
5.
6.
7.
50% of total cover: 60
Sapling/Shrub Stratum (Plot size: 15 )
1. Acer negundo
2. Liquidambar styraciflua
3. Ligustrum sinense
4. Ce/tis occidentalis
5.
6.
% Cover Species?
65
Yes
40
Yes
5
No
10
No
Sampling Point: DP1
Status
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC:
Total Number of Dominant
Species Across All Strata:
Percent of Dominant Species
That Are OBL, FACW, or FAC:
4 (A)
8 (B)
50.0% (A/B)
FACU
FACU
FAC
FAC
FACU
120 =Total Cover
20% of total cover: 24
15 Yes
FAC
15 Yes
FAC
6 No
FACU
3 No
FACU
7.
8.
9.
39
=Total Cover
50% of total cover:
20
20% of total cover:
8
Herb Stratum (Plot size: 5 )
1.
Lonicera japonica
20
Yes
FACU
2.
Vitis rotundifolia
10
Yes
FAC
3.
4.
5.
6.
7.
8.
9.
10.
11.
30
=Total Cover
50% of total cover:
15
20% of total cover:
6
Woody Vine Stratum (Plot size: 30
)
1.
Parthenocissus quinquefolia
50
Yes
FACU
2.
Microstegium vimineum
50
Yes
FAC
3.
Lonicera japonica
3
No
FACU
4.
Hedera helix
3
No
FACU
5.
106 =Total Cover
50% of total cover:
53
20% of total cover:
22
Remarks: (Include photo numbers here or on a separate sheet.)
50% of dominant vegetation is FAC or wetter.
Total % Cover of: Multiply by:
OBL species x 1 =
FACW species x 2 =
FAC species x 3 =
FACU species x 4 =
UPL species x 5 =
Column Totals: (A) (B)
Prevalence Index = B/A =
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
_ 2 - Dominance Test is >50%
_ 3 - Prevalence Index is :53.01
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree -Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub -Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 It tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes No X
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: DP1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
(inches)
Color (moist)
%
Color (moist) % Type' Loc2 Texture Remarks
0-3
10YR 3/3
100
Loamy/Clayey
3-10
10YR 4/3
100
Loamy/Clayey
10-15
10YR 4/4
100
Loamy/Clayey
15-20
10YR 4/6
100
Loamy/Clayey
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
`Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
—Thin Dark Surface (S9) (MLRA 147, 148)
—Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
_ Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
—Depleted Matrix (173)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (F21)
_ Depleted Below Dark Surface (A11)
—Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
—Thick Dark Surface (Al2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
_Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
_Other (Explain in Remarks)
Sandy Gleyed Matrix (S4)
MLRA 136)
_
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
Indicators of hydric soil are not present.
US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0

Court Drive and Wellman Street
Attachments
ATTACHMENT E:
Construction Plan Sheets
May 22, 2018
CWS Project No. 2016-4085

INDEX OF SHEETS
CoverSheet ................................ _..................................................... 1
General Notes ...................................................... ............. 2
DetailSheets..............................................................................2A-2B
Existing Conditions.......................................................................... 3
Plan/Profde.................................................................................... 4-6
Erosion Control Details/Plan............................................. EC1-EC3
Traffic Control Plan............................................................ TCI-TC2
TOTAL SHEETS 13
VICINITY MAP
NTS
PLANS PREPARED BY:
LaBella
9140 Arrowpoint Boulevard, Suite 200
Charlotte, NC 28273
704-342-3007
lL C#0430 labellapc.com
ASTO I ,��.
Great Place. (:rent Peollle. Great Promise.
Court Drive/Wellman Street (2792)
Off Right -of -Way Stormwater
Improvement
Project # 803-093
PE SEAL
100% Percent Complete
Not Released for Construction
FOR REVIEW ONLY
Court Drive/Wellman Street
LOCATION MAP
NTS
RECORD DRAWINGS
CONVENTIONAL SIGNS
Existing Sanitary Sewer Easement ................
Existing Property Line ................................... - a� - ---
Maintained as R/W Line ................................ --ate — — —
Existing Structures ......................................... - - - - - - - - - - - - -
Existing Edge of Pavement ........................... - — — — — _ _.
Proposed Storm Drainage Easement........... _ std ME—
ExistingFence ................................................. x---- '--,. ,.--*-
Temporary Construction Easement ............. — a — e— e — a —
ExistingCable.................................................
Existing Underground Telephone .................
Existing Gas Line ................................ _......... c G
Existing Water Line ....................................... .... w
Existing Sanitary Sewer ................................ Ss Ss
Existing Guy Wire .......................................... —cuv cuv
Existing Overhead Electric ............................-
Existing Overhead Telephone ............... _.......—
ExistingUndergroundElectric ............. _......
Existing Top of Bank ......................................
Existing Channel Bottom ..............................
Existing Storm Drainage ...............................-_.-_--�-- ---
Proposed Storm Drainage .............................
Proposed Hand Rail .......................................
r-.
ExistingTree.....................................................................................
.w
ExistingWater Meter.......................................................................
nil
Existing Water Valve............................................................................
Existing Gas Valve..............................................................................». ai
Existing Sanitary Sewer Manhole.........................................................0
Proposed Sanitary Sewer Manhole .................................................... _.@
n
Existing Storm Drain Manhole............................................................:IJ
Proposed Storm Drain Manhole........................................................ _.•
Existing Catch Basin..............................................................................E
Proposed Catch Basin............................................................................
Existing Sanitary Sewer Cleanout .................................................... � tea.
Existing Utility Pole................................................................................ )a
GuyWire............................................................................................
Proposed Utility Pole........................................................................_.....W
IronPin.................................................................................................... O
Proposed Open Throat Catch Basin ...................................................
Tree Protection............................................................................. \---/
TreeRemoval............................................................................... X
Proposed Curb & Gutter, Cone. Drive, Sidewalk ...................
Proposed Asphalt Full Depth ..................................... _...............
Proposed Step -Pool Stone............................................................ , r
-.
ProposedRip Rap....................................................................... :..+;....�,...
ProposedGravel...........................................................................%4,,
Proposed Asphalt Milling.............................................................
GRAPHIC SCALES
1
20
40
60
Plan View ................. FE
lillillilLm-,�
20
40
60
T 'try
W i i
a
4
8
12
9�y
Vert. Profile .............
4
5
10
15
2018 STANDARD SPECIFICATIONS
Cross Section...........
H
z�
6
SgEET
'
IM
s qw
OURTDR
/
d'
W �
W
Court Drive/Wellman Street
LOCATION MAP
NTS
RECORD DRAWINGS
CONVENTIONAL SIGNS
Existing Sanitary Sewer Easement ................
Existing Property Line ................................... - a� - ---
Maintained as R/W Line ................................ --ate — — —
Existing Structures ......................................... - - - - - - - - - - - - -
Existing Edge of Pavement ........................... - — — — — _ _.
Proposed Storm Drainage Easement........... _ std ME—
ExistingFence ................................................. x---- '--,. ,.--*-
Temporary Construction Easement ............. — a — e— e — a —
ExistingCable.................................................
Existing Underground Telephone .................
Existing Gas Line ................................ _......... c G
Existing Water Line ....................................... .... w
Existing Sanitary Sewer ................................ Ss Ss
Existing Guy Wire .......................................... —cuv cuv
Existing Overhead Electric ............................-
Existing Overhead Telephone ............... _.......—
ExistingUndergroundElectric ............. _......
Existing Top of Bank ......................................
Existing Channel Bottom ..............................
Existing Storm Drainage ...............................-_.-_--�-- ---
Proposed Storm Drainage .............................
Proposed Hand Rail .......................................
r-.
ExistingTree.....................................................................................
.w
ExistingWater Meter.......................................................................
nil
Existing Water Valve............................................................................
Existing Gas Valve..............................................................................». ai
Existing Sanitary Sewer Manhole.........................................................0
Proposed Sanitary Sewer Manhole .................................................... _.@
n
Existing Storm Drain Manhole............................................................:IJ
Proposed Storm Drain Manhole........................................................ _.•
Existing Catch Basin..............................................................................E
Proposed Catch Basin............................................................................
Existing Sanitary Sewer Cleanout .................................................... � tea.
Existing Utility Pole................................................................................ )a
GuyWire............................................................................................
Proposed Utility Pole........................................................................_.....W
IronPin.................................................................................................... O
Proposed Open Throat Catch Basin ...................................................
Tree Protection............................................................................. \---/
TreeRemoval............................................................................... X
Proposed Curb & Gutter, Cone. Drive, Sidewalk ...................
Proposed Asphalt Full Depth ..................................... _...............
Proposed Step -Pool Stone............................................................ , r
-.
ProposedRip Rap....................................................................... :..+;....�,...
ProposedGravel...........................................................................%4,,
Proposed Asphalt Milling.............................................................
GRAPHIC SCALES
20
40
60
Plan View ................. FE
lillillilLm-,�
20
40
60
Horz. Profile ............
4
8
12
Vert. Profile .............
5
10
15
2018 STANDARD SPECIFICATIONS
Cross Section...........

GENERAL NOTES
GENERAL NOTES
ABBREVIATIONS
BASE SURVEY DATA
1. UNLESS OTHERWISE IN THE CONTRACT DOCUMENTS, ALL CONSTRUCTION,
17. THE CONTRACTOR SHALL REMOVE TREES, SHRUBS, AND HEDGES WITHIN THE LIMITS OF
ABAND............................ABANDONED MTL.........................METAL
y
1
MATERIALS
WORKMANSHIP, AND MATERIALS ARE TO BE IN ACCORDANCE WITH THE LATEST EDITIONS
OF:
DISTURBANCE (CONT UNLESS SHOWN OV THE PLANS TO BE PROTECTED AND THOSE
THAT FALL THE TREE PROTECTION BARRIERS. THE CONTRACTOR SHALL
AD.................................ALGEBRAIC N .............................. NORTH/NORTHING
APPROX,,,,,,,,,,,,,,,,,,,,,,,,,,ASPHALT NTS .......................... NOT TO SCALE
EXISTING CONDITIONS GROUND SURVEY PROVIDED BY DAVID J. SKIBA, JR., PLS
OF ORIGIN LAND SURVEYING AND MAPPING INC. IN OCTOBER 2016. ALL
o CITY GASTONIA POLICIES, PROCEDURES, STANDARD DETAILS AND
EITHIN ALSO
PROTECT TREES AND SHRUBS OUTSIDE OF CUT/FlLL LINES IN ADDITION TO THOSE
APPROX. .........................APPROXIMATELY O/H..........................OVER HEAD
B/C.................................BACK OF CURB CENTER
COORDINATES BASED ON NAD B3 AND NAVD 88.
SPECIFICATIONS.
FI
THAT RECEIVE TREES/SHRUB PROTECTION BARRIERS. WHEN ROOT PRUNING IS
NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER OR OTHER APPROVED
BIT...................................BITUMINOUS PAVTOC ........................ON
BM ................................... BENCH MARK PAVT........................PAVEMENT
P POINT CURVATURE
O •�
1Z
o CODE OF ORDINANCES FOR THE TY OF GASTONIA.
Q
o NODOT DESIGN CRITERIA, STANDARD DETAILS, AND STANDARD SPECIFICATIONS
METHOD.
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY PRIOR TO REMOVING ANY
TREES. IN ADDITION, ALL TREES LOCATED WITHIN THE LOD THAT ARE TO REMAIN
........................
BRC.................................BEARING PERMFRN........................PERMANENT
NE
CB...................................CATCH BASIN PG............................PAGE
CAG................................CURB AND GUTTER ........POINT OF INT
PL ...................'
CL..................................CLEARANCE PK............................PK
,8
FOR ROADS AND STRUCTURES.
AFTER CONSTRUCTION SHALL BE INSPECTED BE THE CITY TO VERIFY THEY ARE
SUITABLE TO RETAIN.
NAIL SET
MT
CMP................................CORRUGATED MTL PP.._........................POWER POLE
GONG
o NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
2. THE UNIT PRICE CONTRACT IS INTENDED TO ESTABLISH PRICES FOR ALL WORK TO BE
FOLLOWINGCONSTRUCTION STAKING THE PROJECT TEAM (CONTRACTOR, CITY
INSPECTOR, AND CONSULTANT, IF APPLICABLE) WILL HOD AN ON-STE MEETING TO
.............................CONCRETE PROP........................PROPOSED
CONST_...........................CONSTRUCTION PSE .......................... PERM SW ESMT
DB...................................DEED BOO( PT. ........................... POINT OF TANGENCY
DCBCS
JI
y4'
PERFORMED ON THIS PROJECT. COST FOR WORK NOTED ON THE PLANS FOR WHICH
UNIT PRICE ITEMS HAVE NOT BEEN ESTABLISHED SHAD. BE INCORPORATED INTO OTHER
PAY ITEMS. NO ADDITIONAL PAYMENT SHALL BE MADE FOR THIS WORK.
ENSURE THE LIMITS OF DISTURBANCE AND THAT TREES PROPOSED FOR PROTECTION
ARE CLEARLY IDENTIFIED. THE TEAM VASE WALK THE PROJECT AREA AND AGREE ON
................................DOUBLE PVI ,,,,,,,,,,•,,,,,,,,,,,,••„POINT OF VERT INT
................................. ••• DRO' INLET
DIPUE ..........................PERM UTILITY ESMT
DIA..................................DIAMETER .............................. RADIUS
C
3. ALL CHANGES MADE DURING THE CONSTRUCTION PHASE SHALL BE APPROVED BY THE
CITY TR CTION. IA, ENGINEERING A BUILDING SERVICES DEPARTMENT PRIOR TO
CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FROM
GOVERNING AGENCIES INCLUOING THE CITY OF GASTONIA, GASTON COUNTY, NCDOT, ETC.
REQUIRED TO
DISCUSS
THE TREES TO BE PROTECTED AND THOSE TO REMOVE. DISCUSS PROPOSED
CONSTRUCTION ACTIVITIES, AND IDENTIFY ANY ADDITIONAL TREES TO PROTECT THAT
HERE NOT ORIGINALLY MARKED AS SUCH. THE CONTRACTOR WILL BE GIVEN
APPROVAL FOR TREE REMOVAL, IN WRITING, AFTER APPROPRIATE TREE PROTECTION
HAS BEEN INSTALLED AND BEFORE ANY CLEARING OR REMOVAL CAN BEGIN.
THERE WALL BE NO ADDITIONAL PAYMENT FOR TREE PROTECTION INSTALLED AROUND
ADDITIONAL TREES IDENTIFIED FOR PROTECTION.
DWFIT
..................................DRIVEWAY RT.............................. RIGHT
DIM..................................DIMENSION RCP ......................... .REINFORCED CONIC
E.....................................EAST STING ,,,,,,,,,,,,,,,,,,,•,,,,,, RIGHT OF WAY
R/W
EA...................................EACH SO.............................SOUTH
ELEV...............................ELEVA71Oi SD ............................ STORM DRAIN
EDP ...._ ...........................EDGE OF PAVEMENT SF ............................ SQUARE FOOT
ESAL..............................EASEMENT SY............................ SQUARE YARDS
EXIST
L
PERFORM THE WORK. THIS INCLUDES ALL FEES NECESSARY TO OBTAIN
THE PERMITS.
5. THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL STATE ALL CULVERTS, WALLS,
GATES, FENCES, HEDGES, SHRUBS, MAIL BOXES, DRIVEWAYS, LIGHT POLES, POWER
POLES, SIGNS, WATER LINES, GAS LINES, GAS VALVES, TELEPHONE PEDESTALS, WATER
METERS, WATER VALVES, SANITARY SEWERS, SANITARY SERVICE LATERALS, LAWNS AND
ANY OTHER EXISTING ITEM DISTURBED OR MOVED DUE TO CONSTRUCTION. FINISHED
AREAS CONTIGUOUS TO RESIDENTIAL LAWNS SHALL BE LANDSCAPED IN A MANNER
SUCH THAT SOL PARTICLES SHALL NOT EXCEED 1 1/2 INCHES IN DIAMETER. THE
COST OF THE WORK WILL BE INCLUDED IN THE UNIT BID AND CONSTRUCTION PRICES
FOR THE PROPOSED CONSTRUCTION.
8. ALL WORK MUST BE PERFORMED WITHOUT DISRUPTING THE OPERATION OF ANY EXISTING
THE CONTRACTOR ASSUMES RESPONSIBILITY FOR 'IN-KIND' REPLACEMENT OF TREES
DAMAGED THAT HAVE BEEN MARKED FOR PROTECTION OR NOT MARKED FOR REMOVAL
18. STRUCTURES INCLUDING STORM DRAIN PIPE, STORM STRUCTURES, SEWER PIPE, AND
RETAINING WALLS SHALL HAVE A TOLERANCE OF ±0.10 FEET. STRUCTURES INCLUDING
RISERS, WEIRS, AND ORIFICES, SHALL HAVE A TOLERANCE OF ±0.05 FEET.
STREAM IMPROVEMENT STRUCTURES SHALL HAVE A VERTICAL TOLERANCE OF ±0.10
FEET, AND A HORIZONTAL TOLERANCE OF ±0.50 FEET.
19, THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH
THE APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL ORDINANCES.
THE CONTRACTOR SHALL PREVENT STANDING WATER DUE TO CONSTRUCTION.
..............................EXISTING SS...........................SANITARY SEWER
EX...................................EXISTING STA .......................... STATION
F/C.................................FACE OF CURB STD .......................... STANDARD
FES..................................FLARED END SECTION SW. ........................... SIDEWALK
FH...................................FIRE HYDRANT TAN .......................... TANGENT
FOC.................................FIBER OPTIC CABLE TCF. .......................... TEMP CONST ESMT
GV...................................GAS VALVE TEMP ........................ TEMPORARY
HORIZ..............................HORIZONTAL TP..........................„TRAVERSE POINT
INT..................................INTERSECTION T/W TEST WIRE
INV..................................INVERT TYP..........................TYPICAL
IP....................................IRON PIN SET
L.....................................LENGTH U/0...........................UNDER GROUND
LF....................................LINEAR FOOTAGE VC ............................ CURVE
LT....................................LEFT VERT ......................... VERTICAL
W EST
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SANITARY SEWER OR WATER SERVICE.
7. THIS CONTRACT INVOLVES CONSTRUCTION IN THE AREA OF LIVE SANITARY SERVICE
ARISE, MEASURES MUST BE
LINES AND/OR STORM DRAINAGE SYSTEMS. IF OW IN THE
TAKEN BY THE CONTRACTOR TO RE-ROUTE PLOW IN THE R PROM DURING
CONSTRUCTION. CONTRACTOR SHALL 8E RESPONSIBLE FOR PROVIDING PUMPING OR
BY-PASS FACILITIES NO CONSTRUCTION LOCATIONS PRIOR TO STARTING THE WORK.
CAN EA
SANITARY SEWERAGE CANNOT BE BY-PASSED OR PUMPED INTO ANY STREAM, DITCH
DISTURBED AREAS SHALL BE SEEDED AND MULCHED AT THE DIRECTION OF THE
ENGINEER. THE CONTRACTOR SHALL FOLLOW THE EROSION CONTROL MEASURES
SHOWN ON SHEETS EC7 A EC2.
..............................
Ib....................................POUND W/ WITH
LP...................................LIGHT POLE yW,I•..........................WATER METER
MAX................................MAXIMUM W VAULT..................WATER VAULT
MIN..................................MINIM UM
WN............................WATER VALVE
MONO..............................MONOLITHIC 6
mph................................MILES PER HOUR Op..........................
POP
..SIXTY PENNY NAIL SET
•• INCH
............................
OR WATER COURSE THE CONTRACTOR SHALL SUBMIT A PROPOSED PLAN FOR
BY-PASSING SANITARY SEWAGE FLOW TO THE ENGINEER BEFORE STARTING WORK. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY HANDLING THE FLOWS DURING
CONSTRUCTION AND ALL MEASURES TAKEN WALL BE SUBJECT TO REVIEW.
STANDARDS
i
8. THE CONTRACTOR SHALL USE CAUTION WHEN WORKING AROUND EXISTING GAS, SEWER,
WATER, TELEPHONE, FIBER OPTIC, OR CATV SERVICE LINES AND LATERALS, AND OTHER
UTIUTIES. ANY EXISTING UTILITY DAMAGED DURING CONSTRUCTION MUST BE REPLACED
OR REPAIRED IMMEDIATELY. THE CONTRACTOR SHALL COORDINATE ANY NECESSARY
t O E
O
THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE
UTIUTY REPLACEMENT OR REPAIR OF THE UTILITY ONLY AFTER RECEIVING APPROVAL TO
DO THE WORK FROM THE UTILITY OWNER. ANY AUTHORIZED REPAIRS ARE TO BE PER
THE UTILITY OWNER'S APPROVED SPECIFICATIONS AND MATERIALS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL ASSOCIATED REPAIR COSTS.
TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS.
NCDOT STANDARDS SHALL BE USED. CITY OF GASTONIA STANDARDS MAY BE USED
IF THERE IS NOT AN APPLICABLE NCDOT STANDARD.
NCDOT:
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9. THE CONTRACTOR SHALL COORDINATE ANY DISRUPTION TO EXISTING TRAFFIC
m
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SIGNALIZATION SYSTEMS SUCH AS DETECTORS AND CONTROL WIRING WITH THE CITY OF
GASTONIA OR THE NCDOT. APPROVAL MUST BE OBTAINED FROM THE OWNER OF THE
PRIOR TO ANY DISRUPTION. ANY SYSTEM THAT IS DISRUPTED DURING
STD. NO:TITLE.
838.01..........................................CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTSSYSTEM
y c N
CU 4)
CONSTRUCTION MUST BE RESTORED AS SOON AS POSSIBLE
10. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY AND
840.04..........................................CONCRETE OPEN THROAT CATCH BASIN
840.15..........................................BRICK DROP INLET
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HEALTH ADMINISTRATION REGULATIONS..WAS
11. NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHALL
..........................................DROP INLET FRAME AND GRATE
840.52.........................................PRECAST MANHOLE 4', 5 AND 6' DIAMETER
` r N
^ ¢ o -11
MAKE HIS/HER OWN INVESTGATAS TO THE SUBSURFACE CONDITION.
12. THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT AND/OR CONCRETE SURFACES
840.54..........................................NANHOIE FRAME AND COVER
840.72.........................................PIPE COLLARm
11a
O -ON
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PRIOR TO REMOVAL, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. DISTURBED
PAVEMENT IN ROADWAYS SHALL BE REPAIRED WITH STONE IMMEDIATELY AND SHALL
BE PERMANENTLY REPLACED WITH ASPHALT WITHIN TWO WEEKS.
13. EXISTING MAILBOXES SHALL BE REMOVED AND REPLACED AS REQUIRED TO INSTALL THE
PROPOSED IMPROVEMENTS. MAILBOXES ARE NOT SHOWN ON THE PLANS AND ARE TO
BE INCLUDED IN THE COST O- THE STORM DRAINAGE IMPROVEMENTS PER LINEAR FOOT.
GASTONIA
SM, NO., TITLE.
71B-1 OAv1
••••••••••••••••••••••••••••••••••••••••..............COMPOUND METER INSTALLATION
14. PLANTER AREAS IN THE RIGHT-OF-WAY THAT ARE IN CONFLICT WITH PROPOSED STORM
DRAINAGE IMPROVEMENTS SHOULD BE REMOVED WITH CARE AND REPLACED AS SOON
AS POSSIBLE COST FOR REMOVAL AND REPLACEMENT SHOULD BE INCLUDED IN THE
71C-8...........................................................................KEYWAY FOR FLARED ENO SECTION
71C-35 .................................. •.•••••.•......•.......• ...............HANDRAIL DETAIL
71D-208 ........................................... _.......................... CONCRETE DRIVEWAY ENTRANCE
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COST OF STORM DRAINAGE IMPROVEMENTS PER LINEAR FOOT.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING RESTRAINED JOINT PIPE AT
ALL PROPOSED TEES. BENDS, TAPPING SLEEVES, REDUCERS, PLUGS, ETC. AS REWIRE
VALLEY CURB -RESIDENTIAL DRIVE
TO ADEQUATELY RESTRAIN THE PIPE DURING TESTING WITH THE MINIMUM ALLOWABLE
RESTRAINT BEING AS SPECIFIED ON THE PLANS. FOR PVC PIPE THE CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS FOR PROPOSED THRUST
o mo
5
BLOCKING. ALL THRUST BLOCKING SHALL BE ACCORDING TO STANDARD 718-9A OF
THE CITY OF GASTONIA STANDARD DETAILS.
16. UTIUTIES ARE ILLUSTRATED FOR INFORMATION PURPOSES THE CITY WALL NOT BE
g
ONLY.
HELD RESPON9BLE FOR THE ACCURACY aF UTILITY LOCATIONS_, 97ES, DEPTHS, OR FOR
COMPLETENESS OF UTILITY INFORMATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY AND MEET WITH ALL UTILITY OWNERS AND THE CITY INSPECTOR WHOSE
FACILITIES WALL BE AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR
U
SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE
Z
OF HIS AGENTS. THE CONTRACTOR SHALL HOD THE CITY HARMLESS FOR ANY
THIRD -PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS
0
W
AGENTS. ANY DAMAGES INCURRED SHALL BE THE CONTRACTORS FINANCIAL
RESPONSIBILITY. AS NEEDED. THE CONTRACTOR SHALL ADJUST/RELOCATE THE
SANITARY SEWER AND WATER LINES ONLY. ALL OTHER ADJUSTMENTS/RELOCATIONS
W 04
04
Q 04
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WILL BE PERFORMED BY THE VARIOUS UTILITY OWNERS. THE CONTRACTOR SHALL
COORDINATE WORK WITH UTILITY OWNERS SO AS NOT TO ADVERSELY AFFECT THE
x H
PROJECT SCHEDULE. THE CITY WILL NOT BE HELD RESPONSBLE FOR ANY DELAYS OR
DISRUPTIONS TO THE WORK SCHEDULE OF
OTHER UTILITY OWNERS.
A
o FOR UTILITY LOCATES CALL NORTH CAROLINA ONE -CALL O 811.
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o FOR LOCATES OF UTILITIES NOT MEMBERS OF NORTH CAROLINA ONE -CALL CONTACT
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PROJECT MANAGER A CITY OF GASTONIA_
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THE CONTRACTOR SHALL ADJUST
U
ALL WATER VALVES. WATER METER BOXES AND WATER
VAULTS TO FINISHED GRADE. WATER METERS LOCATED IN SIDEWALKS OR CONCRETE
100% Percent Complete
DRIVEWAYS SHALL BE INSTALLED WITHIN CONCRETE BOXES.
Not Released for Construction
EXISTING UTILITY LOCATIONS PROVIDED BY ROL PRIVATE UTILITY LOCATING, LLC AND ARE
APPROXIMATE.
FOR REVIEW ONLY
N
J:\160205-CASTO A 5W PROJECTS\ -05 -COURT A WE].I.NAN\PLO'TS\COURT-wELLNAN GENE N0 PND DUNLS.Dw

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803-093
JOB NO.
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SCALE
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LaBe a
NO. DATE 6T DESCRIPTION
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SLS
STORMWATER PROJECT
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OF
PREPARED BY
CHECKED BY
9140 Arrowpoint Blvd., Suite 200
A �ON�'N
f-1 ST-.
COURT DR/WELLMAN ST
Charlotte, NC 28273
1 1
6
DETAILS
SLS
3.28.2018
704-342-3007
ure
C! Place. Creat People. Gmat Pm"mfse.
APPROVED BY
PLOT DATE
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• RMERE TEPS ARE LONSTRUCTEO TI THE RET .1. —1, MISE
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PROP. MP RAP snwNG BASIN
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77
-- -BE FIELD LOCATED BY CONTRACTOR -
74(
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• ... - Y" ` CONSTRUCTION EASEMENTS, AND LIMITS OF DISTURBANCE
REPLACE 40 LF OF E%. !
NOW OR FORMERLYW, !' RJ GLASS 350 OP i s , • �)` ^;r' • [. - 2. TREES. SHRUBS, AND HEDGESWITHIN THE UNITS of DISTURBANCE SHALL BE
. Y - �ti • •''- ye n% ,_ REMOVED UNLESS TREE PROTECTION IS SHOWN ON PVN SHEETS
i k
09 455 PG 2423
--
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PID 1#137839 PROP'CONC. HEADWALL (MODIFIED) -PFR I r,'� + ��: - ..S- •�Fk'' � - _ �•JM � po +.x4n _ � 3. CONTRACTOR SHALL COORDINATE wIIH PRIVATE UTILITY OWNERS FOR PROTECTION
_. NWOT SID. OJB. 1 Q �_-41e ` ']' ' "� OR REIOUTION OF DMNG CAS AWN AND UNDERGROUND TELEPHONE.
NLI A? CEEN BLYO SEE DETAIL 2 ON SHEET 2B. I 1 k'� - y� �v —° ; - `Ee. �/'=
NISTALL 211-
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LF Qi IIIf/0R111 4'BETwID /3` \ 'r' '� -,� i apy {. SPIRAL RIB RPE FAL BE ALUMINIZED TYPE 2 AND MEET AL YA70i11
HEADWALL PER GLIY SIO- DETNL 71C -R } j �" �!" 1 PROP MKit
AND INSTALLAl10N REQUIREMENTS IN 5ECf1�0E1 X310 OF THE NCDOF SUNgYap
(HANDRAIL NOT SIIDNN FON :, .. SPRIL-I✓6 P;P _ SPECIFICATIONS. RPE SHALL BE MANUFACTURED WITH 314' x 3/4• . 7 1/2'
\ R NDn ( B7 M° �eBmoNc INANDBACIMILL sCCOROANCE w �ENsrAUAPPLICABLE REQUIREMENTS MwIREMOENrs S = a w
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E ,a .... PROP. LIMITS OF RIP RAP. (7YP) At \ _ ,.. I AL2 { ��-'� —ARE T I��_ h
11" 5.
�� 'fit _ 5. UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CRY WILL NOT
LINEA � -- R _ '_� -�
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x 'r
( / 4 ,, � _ BE HEAD RESPONSIBLE FOR THE ACCURACY OF UTILITY IACATI0N5, SIZE. DEPTHS.
m
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...... COMPLETENESS OF NILTIY
"T{0 ....- __-.-
UTILITY CLOOCATION�S. THHCON PALNR�9MLL PPRROIECW ALL LIFILMUTILITIES 6 MTo AMA'.E
_...710 _-
_ '-- \ . CAUSED By HIS OR NEEDED.OO
fi OPERATIONS. AS NEEDED. THE CONTRACTOR SHALL
ca cunpcl mnnV _ 200 _ — - U ADJUST/RELOCATE THE SANITARY SEWER AND WATER LINES ONLY. ALL OTHERz N
f- - _ _ 3x I ( ABR15I11ETA5/RELOGTONS WILL BE PERFUMED BY THE VARIOUS UTILITY OWNERS.
t^ - THE CONTRACTOR SHALL O CODINATE WORK WITH UTILITY OWNERS SO AS NOT TO LTj En+
I c"
A. a t - -ti�2z ' r[//, \ ADVERSELY AFFECT THE PROJECT SCHEDULE. C. M
72 \` - a RACE TYPE 2 GE'OTET(TLLE FOR DRAINAGE BENEATH AL PROPOSED MR RAP. 3� ; F
I� 4,> X25 ^g LINE 1
RMP RIP WP STBLNG BASIN -�.��
SEE DETNL 1 ON SHEET 2A_-� r. C wN H y SEE SHEETS.
I.:: s NOW ()R FORM ERLT a' a O
SMA k I -"F� y. P - ERR WOODS AM1O WFE LIC: H��� O
PROP. 2{ ,ST I (' mss'- PROP. UNITS Q ��. W'00 (~ L W
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\ q
/ /55 SEE SHEET 6 / '� 1 j I ES\ CIWNA`BAML W/2;1 SIDE SLOPES
/55L
PROP. . HEADWALL (MODIFIED) PER �`._./-� Y.s
NGDGT s� 1 SCALE: 1"=20'H
/s. 4
pHA SEE DETAIL 2 ON SHEE 2B. \ O
cr J SPME/EM REPAIR I I i`,. a c 1"-4 V V .a
& I I I 29 LF OF STIDRAL 4' REMIND
NSfpLLrA
PROP. FlR1 DEPTH I I �, " (J HFMWPIL PER CITY 5ID.'DETAL 714-35
O °' I II TI WO eS; (HANDOIL,NOT ' WN FORbQ1 7) ` \ TiComplete
i Sz I I f �\ a
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FOR REVIEW ONLY o �O
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—-
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PROPOSED GROUND
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724_-.-
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....SEE DETAIL 1 ON $HEET 2A.-..
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------ _
1. PROPOSED GROUND TO BE CPAOD AT A 2% SLOPE FROM EDGE OF PAVEMENT
77
-- -BE FIELD LOCATED BY CONTRACTOR -
74(
—173F
X716
—1712
1+00 1+50 2+00 2+50 3+00 3+50 4+00
LINE A
I
Yq /A I
MSW-.LOFAW.Zxu
i
REPLACE 40 lF OF EL B' S5 `'. 'i4 .3N:. -¢� St HEEIF5
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LOCATE ALM1♦1— STATION OFSET f:RO 1- VERTICAL � "T 0
NUMBER LOCATE Aw.1ION LOCATE f]LLATIGN O � C
C mC0
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UnU
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1. SEE SHEET EC2 @ EC3 FOR PERMANENT DRAINAGE EASEMENTS. TEMPORARY F �1
• ... - Y" ` CONSTRUCTION EASEMENTS, AND LIMITS OF DISTURBANCE
REPLACE 40 LF OF E%. !
NOW OR FORMERLYW, !' RJ GLASS 350 OP i s , • �)` ^;r' • [. - 2. TREES. SHRUBS, AND HEDGESWITHIN THE UNITS of DISTURBANCE SHALL BE
. Y - �ti • •''- ye n% ,_ REMOVED UNLESS TREE PROTECTION IS SHOWN ON PVN SHEETS
i k
09 455 PG 2423
--
t
PID 1#137839 PROP'CONC. HEADWALL (MODIFIED) -PFR I r,'� + ��: - ..S- •�Fk'' � - _ �•JM � po +.x4n _ � 3. CONTRACTOR SHALL COORDINATE wIIH PRIVATE UTILITY OWNERS FOR PROTECTION
_. NWOT SID. OJB. 1 Q �_-41e ` ']' ' "� OR REIOUTION OF DMNG CAS AWN AND UNDERGROUND TELEPHONE.
NLI A? CEEN BLYO SEE DETAIL 2 ON SHEET 2B. I 1 k'� - y� �v —° ; - `Ee. �/'=
NISTALL 211-
e
LF Qi IIIf/0R111 4'BETwID /3` \ 'r' '� -,� i apy {. SPIRAL RIB RPE FAL BE ALUMINIZED TYPE 2 AND MEET AL YA70i11
HEADWALL PER GLIY SIO- DETNL 71C -R } j �" �!" 1 PROP MKit
AND INSTALLAl10N REQUIREMENTS IN 5ECf1�0E1 X310 OF THE NCDOF SUNgYap
(HANDRAIL NOT SIIDNN FON :, .. SPRIL-I✓6 P;P _ SPECIFICATIONS. RPE SHALL BE MANUFACTURED WITH 314' x 3/4• . 7 1/2'
\ R NDn ( B7 M° �eBmoNc INANDBACIMILL sCCOROANCE w �ENsrAUAPPLICABLE REQUIREMENTS MwIREMOENrs S = a w
u L
_- -- ---. i i L til OF NCDOT STO. 300.01 FOR FLEUBLE PIPE. I < c
E ,a .... PROP. LIMITS OF RIP RAP. (7YP) At \ _ ,.. I AL2 { ��-'� —ARE T I��_ h
11" 5.
�� 'fit _ 5. UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CRY WILL NOT
LINEA � -- R _ '_� -�
i t
x 'r
( / 4 ,, � _ BE HEAD RESPONSIBLE FOR THE ACCURACY OF UTILITY IACATI0N5, SIZE. DEPTHS.
m
. , I I y • OR FOR CTIA INFORMATION. PRIOR TO CONSTRUCTION, THE
...... COMPLETENESS OF NILTIY
"T{0 ....- __-.-
UTILITY CLOOCATION�S. THHCON PALNR�9MLL PPRROIECW ALL LIFILMUTILITIES 6 MTo AMA'.E
_...710 _-
_ '-- \ . CAUSED By HIS OR NEEDED.OO
fi OPERATIONS. AS NEEDED. THE CONTRACTOR SHALL
ca cunpcl mnnV _ 200 _ — - U ADJUST/RELOCATE THE SANITARY SEWER AND WATER LINES ONLY. ALL OTHERz N
f- - _ _ 3x I ( ABR15I11ETA5/RELOGTONS WILL BE PERFUMED BY THE VARIOUS UTILITY OWNERS.
t^ - THE CONTRACTOR SHALL O CODINATE WORK WITH UTILITY OWNERS SO AS NOT TO LTj En+
I c"
A. a t - -ti�2z ' r[//, \ ADVERSELY AFFECT THE PROJECT SCHEDULE. C. M
72 \` - a RACE TYPE 2 GE'OTET(TLLE FOR DRAINAGE BENEATH AL PROPOSED MR RAP. 3� ; F
I� 4,> X25 ^g LINE 1
RMP RIP WP STBLNG BASIN -�.��
SEE DETNL 1 ON SHEET 2A_-� r. C wN H y SEE SHEETS.
I.:: s NOW ()R FORM ERLT a' a O
SMA k I -"F� y. P - ERR WOODS AM1O WFE LIC: H��� O
PROP. 2{ ,ST I (' mss'- PROP. UNITS Q ��. W'00 (~ L W
6 'L v j se J"B2\ J8 a5a P 31',
RP RAP (Ma 'T TRACT E -L F C
/ITE L mss -_ I ( I, �\ - �`S c- !. \ \-a� .. PID A13ti-432 FSI N
LINES _ I I Sgpp, 2Y„7MCK GLASS I .RP RAP 2V\ 2830 C `JET_ UP 0 20 b (~In
\ q
/ /55 SEE SHEET 6 / '� 1 j I ES\ CIWNA`BAML W/2;1 SIDE SLOPES
/55L
PROP. . HEADWALL (MODIFIED) PER �`._./-� Y.s
NGDGT s� 1 SCALE: 1"=20'H
/s. 4
pHA SEE DETAIL 2 ON SHEE 2B. \ O
cr J SPME/EM REPAIR I I i`,. a c 1"-4 V V .a
& I I I 29 LF OF STIDRAL 4' REMIND
NSfpLLrA
PROP. FlR1 DEPTH I I �, " (J HFMWPIL PER CITY 5ID.'DETAL 714-35
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i Sz I I f �\ a
[Not Releaserd for Construction _
FOR REVIEW ONLY o �O
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DETAIL 71C-35 (HANDRAIL NOT - '
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y /DIP AND HTDNGSPER DETAIL 5 ON SHEET 28
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—PROP. 4 LF �PTIOP '/30' BW Y.
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INSTALL 71 l.F CA HANDRAIL 4 I I .SEE DEWL 3 ON SHEET 2B 3..
"IBEHIND HEADWALL PER CITY STD. - NOrE ) THIS SHEET
DETAIL 71C-35 (HANDRAIL NOT - '
sNowN
FOR aARRr)`. r'z'
dIUSf E%. SS CLEANOUT s '�
REMOVE 28 lFb OF E%. FENCE -
liv� S RELOCATE 40 LF OF EX. 8- WINE W/ 8- RJ CLASS -350 ,\
y /DIP AND HTDNGSPER DETAIL 5 ON SHEET 28
NOW OR FORMERLY I� h LINE C
E RY WOOS AND WIFE A.J,--.E K tE''
WOODS
OR 454: PG 3'4
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VERTICAL LOCATETABLE
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1. SEE SHEET EC2 ! EC3 FOR PERMANENT DRAINAGE EASEMENTS. TEMPORARY
CONSTRUCTION FASEIANTS, AND LIMITS OF DISTURBANCE
2. TREES. SHRUBS. AND HEDGES WITHIN THE UMRS OF DISTURBANCE SHALL BE
REMOVED UNLESS TREE PROTECTION IS SHOWN ON PLAN SHEETS.
SHA
3. CONTRACTOR L COORDINATE WITH PRIVATE UTILITY OWNERS FOR PROTECTION
OR RELOCATION OF EXISTING GAS MAN AND UNDERGROUND TELEPHONE
C SPIRAL RIB PIPE SHALL BE ALUMINRED STEEL, TWE 2 AND MEET ALL MATERIAL
AND INSTALLATION REQUIREMENTS IN SECTION 310 OF THE NCDR STANDARD
SPECF ATIONS. RPE SHALL BE MANUFACTURED WITH 3/4' • 3/4' • 7 1/2*
EXTERNAL RIBS IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF A SHTO
M 38. BEDDING AND WKFILL SHALL BE INSTALLED AND MEET THE REQUIREMENTS
OF NCDOT SIO. 300.01 FOR FLEXIBLE PIPE
5. UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CRY WILL NOT
BE HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS. SM, OEPIHS.
OR FOR COMPLETENESS OF UTILITY INFORMATION. PRIOR TO CONSTRUCTION, THE
CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITIES AFFECTED TO DETERMINE
UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE
CAUSED BY HRS OR HER OPERATIONS. AS NEEDED. THE CONTRACTOR SHALL
ADJUST/RELOCATE THE SANITARY SEWER TURD WATER LINES ONLY. ALL OTHER
ADJUSTMENTS/RELOCATIONS WILL BE PERFORMED BY THE VARIOUS UTILITY OWNERS.
THE CONTRACTOR SHALL COORDINATE WOW WITH UIa11Y OWNERS 50 AS NOT TO
ADVERSELY AFFECT THE PROJECT SCHEDULE.
B. RACE TYPE 2 GEOTEXRLE FOR DRAINAGE BENEATH ALL PROPOSED RIP RAP.
7. PRECAST JUNCTION BO % B2 SHALL BE DESIGNED BY MANUFACTURER. STRUCTURAL
DESIGN CALCULATIONS AND DRAWINGS SHALL BE PREPARED AND STAMPED BY A
NORTH CAROLINA PROFESSIONAL ENGINEER.
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REMOVED UNLESS TREE PROTECTION IS SHOWN ON RAN SHEETS. 0 20
DID
3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY OWNERS FOR PROTECTION
SIU
OR RELOCATION OF EXISTING GAS MAIN AND UNDERGROUND TELEPHONE.
100% Percent Complete
4. BRICK OPEN THROAT CATCH BASINS MAY BE REPLACED W/ PRECAST OPEN THROAT 10 30
Not Released for Construction
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SCALE: 1"=20'H
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J:\I60205_GASTONIA SW PROJEC7S\_05_COURT h WELIMAN\DWC\00=-&-WELL —DN
IGN.DWG

�--oEwATE1INc BAG
HOSES
STRE/WM DIVERSKOEN PIMP
1/ /T
P
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
DEWATERING RUMP
SEDIMENT TRAPS.
INTAKE
S. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS
P HOSE
B
STONE
SAME EIEVATI N AS THE DOWNSTREAM DAM (SEE
A A
01/55 1 RIPILAP
CLASS B RIP IF FLOW 2. MAX
AT CEN ER
SPLASH PAD `.
IN PLACE
j,
INTAKE ROW
FLOW
IMPERVIOUS DIKE HOSE
GETeNAN MILLET - 40 LB/ACRE
IMPERVIOUS
BAG
CLEAN WATER DIKE
`SUMP HOLE
OR POOL
H (12• TO 18•
DEEP. 2' DIA)
WORK AREA
COMPL ®
NOF TO ECC
THAT WHICH CAR BE
COIIPIFTED IN ONE DAY
WIPERVIOUS SHEETING
8OX LENGTH OF
SEDIMENT DIKE
WORK AREA - +
SECTION A -A SECTION B -B
NOTES:
1. EXCAVATION SHALL. BE PERFORMED ONLY IN DRY AND/OR ISOLATED SECTIONS OF CHANNEL
2. IMPERIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAM FLOW.
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA TWIN CAN BE STABILIZED IN ONE WORKING DAY. A MAXIMUM OF 250
FEET MAY BE DISTURBED AT ONE TIME
4. THE PUMP -AROUND PUMP SHOULD ADEQUATELY CONVEY MINIMUM 500 GAUONS/MINUTE.
5. PERFORMANCE q - 500 GPM ONLY.
6. DIKE MUST BE CONSTRUCTED OF NON-ERO(ABLE MATERIALS SUCH AS SANDBAGS.
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
1. INSTALL STUJNG BASIN AND STABILIZED OUTFALL USING CLASS A RIP RAP AT THE DOWNSTREAM END OF THE DESIGNATED
PROJECT WORKING AREA
2. THE CONTRACTOR WILL INSTALL THE PUMP AND THE TEMPORARY PIPING THAT WILL CONVEY THE BASE FLOW FROM UPSTREAM
OF THE WORK AREA TO THE STABILIZED OUTFALL
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PIMPING OPERATIONS FOR STREAM DIVERSION.
4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND DEWATERING PUMPING APPARATUS IF NEEDED TO DEWATER THE ENTRAPPED
AREA, THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA THIS WATER
WILL ALSO BE PUMPED TO AN OUTFALL STABILIZED WITH CLASS A RIP PAP.
5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PAN FOLLOWING THE GENERAL
CONSTRUCTION SEQUENCE
6. THE CONIRIGFOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF THE IMPERVIOUS DIKE WHEN
DEWATERING AREA. ALL DIRTY WATER MUST 1E PUMPED THROUGH A SILT BAG. REMOVE IMPERIOUS DIKES, PUMPS. AND
TEMPORARY FLDOBLE DOSE/PUMPING STARTING WITH THE DOWNSTREAM DIKE FIRST.
7. ONCE THE WORKING AREA IS COMPLETE REMOVE ALL RIP RAP IMPERIOUS DIKES AND STABIUZE DISTURBED MEAS WITH
SEED AND MULCH.
8. ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE REMOVING IMPERVIOUS DIKE
STREAM DIVERSION PUMP AROUND
xor m acAlE
B0=*
1. RIPPAP SIZE TO BE DESIGNED BY ENGINEER.
SOIL AMENDMENTS
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
FOLLOW RECOMMENwMNS OF SOIL TESTS OR APPLY 2.000 LB/INURE GROUND AGRICULTURAL UMESTONE
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
EWN IN SPOUT
SEDIMENT TRAPS.
1'
S. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS
I I 15 WASHED
PLACES THE TOE OF THE UPSTREAM DAM AT THE
STONE
SAME EIEVATI N AS THE DOWNSTREAM DAM (SEE
FOR HOLDING HOSE
DIAGRAM BELOW).
CLASS B RIP IF FLOW 2. MAX
AT CEN ER
A MAXIMUM SPRING B
=- lAllr_ln�nl= s I 4' TO 6'
A AND 8 ARE AT EQUAL ELEVATIONS
ELM
TEMPORARY ROCK CHECK DAM
NDr m SONE
STEEL POST 6'
I SIREN PEST
WOVEN FILTER FABRICL p5 FlLTEA`FgA,BARIC
FIOW�`A"
2•_O• -
PR 4• MIN.
GENERA NOTES:
1. WOVEN FILTER FA9 BE USED WNOE SILT FENCE IS TO
TENON FOR A PE1%0 OF MORE TI VN JO DAYS
2 SIEFL POSTS 9MLL BE 5'- N UNCUT NA BE OF TIE
5E1F�ASTQER A OXE STEEL TSE
R. TURN AT FENGE UP SLOPE AT ENDS
4 ORANGE SAEIY PENCE IS REED AT BAC( OF SILT
EN IO
PENCE WHGRHG 4 AAMDDR TO SWAI BFFFAS.
STIEAMS OR WET WAS (REFER TO SCAM 9FFFR
GUMMED. THE COLOR ORANGE 6 RESPRVED FOR -
DENTIFICATpN OF ENIRON A LY SENSITIVE AREAS.
R. DPNNYL AREA CNI NOT BE QEARTR 11An 1/4 KNE PER
IN IT OF FENCE.
a SLOPE LIDRCRIS w NOT F%LEID CRIIDRA SINOWN H TARE
CITU NORM CMKXNA DODSON AND SEDIONT CONTROL
PIAVMIA
`HD
DESUN MNRLA.
7. w ROT INSTAL SEDIMENT PENCE AM7ASS STREAMS,
DITCHES, WIERWAYS OR ODER REAS OF C'ONCFMRATD
FLOW.
MANIFNANtE NO1F5
1. FILTER SNORERS S1VLL BE NSPOTED w THE FBMnCWLY
RECON - PAm CB MS A-1 WMEDATELY AFTER EACH
PNKFALL ARA AT LEAST DAILY DURING PRCDNCED RAN
ANY
REPAIRS NEEDED SHNL BE MADE NMEDATELY.
L 9g1A0 THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE
PRIOR ro THE END GF THE EIPECTED USAILE LIFE A!D TIE
BMiOfli STILL IS NEDE551M•, THE FA WRC 91AIL BE REPLACED
PROMPTLY.
S. SFDNENT ODro915 SHIXAD IE REM0.19 MIRK CPP0.9R
REALM APPROX. NAF THE HERMIT OF THE -OD, AN,
IS RDX F ) SHALU REY REBS IN RALE GR% THE E E FENCE
R RD.DPR 9VLL ff OPbSID ro COIIFLRM ro THE EXISTING
GRADE. PPEPNED AA 5®m.
TEMPORARY SILT FENCE
NOT TO SOME
BAG PLACED OIHIGH STRENGTH
DOUBLE STITCHED
SOIL AMENDMENTS
CLASS 11 RIPRIP •J• TYPE SEAMS
FOLLOW RECOMMENwMNS OF SOIL TESTS OR APPLY 2.000 LB/INURE GROUND AGRICULTURAL UMESTONE
EWN IN SPOUT
- -
RYE (GRAIN) - 120 LEI/ACNEAPPLY
ANNUAL USPEDEZA (KOBE) - 50 LB/ACRE
M L91
4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGM CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUALLFSPEDQA WHEN DURATION
HIGH STRENGTH STRAPPING
OF TEMPORARY COVER IS NOTTo EXTEND
BEYOND JUNE)
FOR HOLDING HOSE
SEENG _ •
EROSION OR OTHER DAMAGE
AN
J.1 - MAY I
IN PLACE
FOR SUMMER:
FOLLOW 11TH NS OF SOIL TESTS OR APPLY 2.QW LB/ACRE GROUND AGRICULTURAL VMESMNE
orrvNT�,� YIYnIRF,
P'UGTOIN
GETeNAN MILLET - 40 LB/ACRE
M1JU2t
BAG
WNTEIL
SUBSTITUTED AT A RATE OF 50 LB/ACRE)
15'
FROV� 1�
PLAN VIEW
NOM:
1. PROVIDE OUTLET TO STORM DRAINAGE
RIEFERILIIE 6 GROWTH IS NOT FULLY ADEQUATE. RESEED, FFRTIUZE AND MULCH IMMEDIATELY FOLLOWING
SYSTEMA OR STABILIZED OUTLET
EROSION
EAOSCN OR OTHER DAMAGE
EWATEIBNG BAG
FOR FALL:
JjSTINGM1I
RYE (GRAN) 120 UB/ACRE
NLIL41:
APPLY 4.ODO LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING. OR A MULCH
ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAGHT CAN BE USED AS A MULCH
ANCHORING TOOL
ALG. 15 -OEC 70
B Of LASS a
j
SO LB/ACRE OF NITROGEN IN
REPAIR AND RIS
DAMAGED AREAS IMMEDIATELY. VER
TEA FABRIC
RECUZEESS
MASH. IF T S NECESSARY TO EMEND GARY COVER BEYOND JVNE 15, OVERSEED WITH 50
BEYOND
D J
ARCM 11E WRE. AND 9100114 ro
AN EVDH GRADE
15' b 20'
FOR ADDITIONAL INFORMATION, REFER TO NCIENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCROW), SECnON 6.10.
PROFILE VIEW
ATE
DEWATERING BAG
NEA HAS IEEN ST -OED, REMOVE
Norm SCALE
FILTER MEDIA (SEE NOTE 2)
SILT FENCE AS
VEGETATIVE BUFFER
NOIR
1. PRIOR TO INSTALLATION, MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHAH BE
PROVIDED TO THE EROSION CONTROL INSPECTOR FOR APPROVAL AND USE
DISCHARGE FROM FILTER MEDIA SHALL MEET OR EXCEED THE PRONSIONS OF THE
CLEAN WATER ACT.
2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING.
FILTER MEDIA MAY BE, AA BUT NOT LIMITED TO. SMEW FILTRATION DEICES,
RATED FILTER FABRIC BAGS OR POLYMER BASED DEWATERING PRACTICES.
3. PUMP STRAINER SHALL NOT BE IN CONTACT WITH BOTTOM OF POND.
EROSION CONTROL DEWATERING
NOT TO SCALE
FOR LATE WINTER AND
SOIL AMENDMENTS
EARLY SPRING:
FOLLOW RECOMMENwMNS OF SOIL TESTS OR APPLY 2.000 LB/INURE GROUND AGRICULTURAL UMESTONE
AND 750 LEI/ACRE 10-10-10 FERTILIZER
- -
RYE (GRAIN) - 120 LEI/ACNEAPPLY
ANNUAL USPEDEZA (KOBE) - 50 LB/ACRE
M L91
4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGM CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUALLFSPEDQA WHEN DURATION
TOOL
OF TEMPORARY COVER IS NOTTo EXTEND
BEYOND JUNE)
REFEFMU F GROWN IS NOT FULLY ADEQUATE RESEED, FERTUZE AND MULCH IMMEDIATELY FOLLOWING
SEENG _ •
EROSION OR OTHER DAMAGE
AN
J.1 - MAY I
MLW CFF4
NIST• A YA)RIIMI CF 4 FEET
FOR SUMMER:
FOLLOW 11TH NS OF SOIL TESTS OR APPLY 2.QW LB/ACRE GROUND AGRICULTURAL VMESMNE
orrvNT�,� YIYnIRF,
AND 750 LB/ACRE IG -1D-10 FERnLIZER
GETeNAN MILLET - 40 LB/ACRE
M1JU2t
(A SMALL -STEMMED SUOMGRASS MAY BE
APPLY 4.000 LB/ACRE STRAW, ANCNOR STRAW By TAKING WITH ASPHALT, NEMNG. OR A MULCH
SUBSTITUTED AT A RATE OF 50 LB/ACRE)
ANCHORING TOOL A DISK WITH BIDES SEF NEARLY STRAIGHT CAN BE USED AS A MULCH MCHORING
TOOL
MAY I -AIG. IS
RIEFERILIIE 6 GROWTH IS NOT FULLY ADEQUATE. RESEED, FFRTIUZE AND MULCH IMMEDIATELY FOLLOWING
EROSION
EAOSCN OR OTHER DAMAGE
FOLLOW ECL W RE0 REQS:
OMNENDATONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
FOR FALL:
UMESrONE AND 1.000 LB/ACRE 10-10-10 FERTLIZER
RYE (GRAN) 120 UB/ACRE
NLIL41:
APPLY 4.ODO LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING. OR A MULCH
ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAGHT CAN BE USED AS A MULCH
ANCHORING TOOL
ALG. 15 -OEC 70
j
SO LB/ACRE OF NITROGEN IN
REPAIR AND RIS
DAMAGED AREAS IMMEDIATELY. VER
NODDY I5 OR I37
WASHED STON
RECUZEESS
MASH. IF T S NECESSARY TO EMEND GARY COVER BEYOND JVNE 15, OVERSEED WITH 50
BEYOND
D J
ARCM 11E WRE. AND 9100114 ro
AN EVDH GRADE
LB/ACRE KOBE LISPEDEZA IN UTE FEBRUARY OR EARLY MARCH.
FEBRUARY
FOR ADDITIONAL INFORMATION, REFER TO NCIENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCROW), SECnON 6.10.
NSED ONAL
FOR PETRMINENT SEEDING SPECIFICATIONS, INCLUDING BED PREP. SEASUMTATI NS FOR SEEDING OPERATIONS. THE KINDS OF GRADES OF
FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPOM SECTION 6.11.
ATE
TEMPORARY SEEDING SCHEDULE
NEA HAS IEEN ST -OED, REMOVE
xor ro aAtE
titer
1. UNIFORMLY GRADE A 91AJGW
OEPRES90N IPPIROAOENG NE
4' MAX.
KIEL
9-G111GE HARDWARE CLOTH
2 DIRVE S -FOOT SIEEIl P0515 2 FEET
_
Q• YE91 OPENINGS)
Nro BUIL 9LCXA 91wLQNpHE THE
KIEL WAGE POSIT EVEILY
AROIM TIE FE THE
=
MLW CFF4
NIST• A YA)RIIMI CF 4 FEET
APART.
NCDOT I5 OR I57
1 9AaRaIRD THE POSTS MATH DARE
WASHED SHONE
2•
MESH HAIDWIAE CATH. SEY.IIRE
DE ENE MESH TO TIE STEEL
POSiS AT 11E TOP. YODLE AA
DOT10Y. PLAONG A 2 -FONT FTM
16• MIN.
GF THE DARE MES, UNDER TIE
GRAVEL FOR ANWOMNC IS
IECOIYpNDFD.
r
4. PLAGE CENT CRAVE. (NO DOT F
j
GR p7 STONE)OM2:1 SGPE
MATH A IENN OF 16A "I'S
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-
ARCM 11E WRE. AND 9100114 ro
AN EVDH GRADE
LTER
OU GAGE 114E OOIXRBUTNG DRAINAGE
ATE
NEA HAS IEEN ST -OED, REMOVE
ACCIKAATED SEDIMENT. IND
ES RENAL lAMI1G
ATKX
DJYATKINS
I. COPACT TIE AREA PROPERLY AND
STABLdD IT MATH 6RCFALDV£R
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NOT TD SGAE
U
100% Percent Complete
Not Released for Construction o (,
FOR REVIEW ONLY - W W
^160205_GASTONA SH PROJE=\-05_COURT k WELLMAN\PLOTS\COURT-WELLMAN EROSION CONIROLDWG

EROSION CONTROL NOTES
1. TOTAL DISTURBED AREA 1.05 ACRES
2 SOIL TYPE: CECIL -URBAN LAND COMPLEX
TATUM GRAVELLY LDAM
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL ALL DISTURBED MEAS WILL BE STABILIZED WITH THE APPROPRIATE TEMPORARY AND/OR PERMANENT YEGETATNE EROSION
CONTROL MEASURE(S) WITHIN 14 DAYS OF DIMMANDE DIMMED MEAS WITH SLOPES GREATER THAN 3:1 WILL BE STAHIUZED WITH THE APPROPRIATE TEMPORARY ANO/OR
PERMANENT VEGETATIVE EROSION CONTROL MEASURE(S) WITHIN 7 DAYS OF DISTURBANCE.
4. ANY GRADING BEYOND THE CONSTRUCTION UNITS SHOWN ON THE PLANS IS A VIOLATION OF THE NORTH CMOUNA EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
5. TEMPORARY SURFACE STABILIZATION MUST BE APPLIED TO DISTURBED AREAS. CUT TEMPORARY VEGETATION SHOULD BE APPLIED TO CUT AND FILL SLOPES AFTER LAND CLEARING AND
ROUGH GRADING HAS OCCURRED.
6. NO ON-SITE BURIAL OF VEGETATION OR CONSTRUCTION DEBRIS WILL BE PERMITTED.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REWIRED IN THE FIELD BY THE CONSTRUCTION INSPECTOR
B. CONTRACTOR TO TAKE ALL REASONABLE MEASURES TO PREVENT TRACKING SOIL/MUD ON ACTIVE ROADWAYS. SOIL/MUD TRACKED ON ACTIVE ROADWAYS SHALL BE CLEANED DAILY.
9. ALL STOCKPILE AREAS DEEMED NECESSARY BY THE CONTRACTOR WILL BE REWIRED TO HAYE EROSION CONTROL MEASURES SURROUNDING THE AREA IN ORDER TO TRAP EROSION AND
SEEN ENT. THE STOCKPILE AREAS MAY ONLY BE LOCATED WITHIN THE CONSTRUCTION UNITS AND BE APPROVED BY THE ENGINEER. APPROPRIATE EROSION CONTROL MEASURES CONSIST
OR TEMPORARY SILT FENCE. TEMPORARY DIVERSION DITCH, SEDIMENT TRAP. ETC.
10. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
11. THE CONTRACTOR IS REWIRED TO PREVENT EROSION AND SEDIMENT FROM DEPOSITION ON LOCAL ROADS BY PROVIDING STABILIZED CONSTRUCTION ENTRANCES/E%TS. REFER TO NCOEYI
ESCPDM - STABILIZED CONSTRUCTION ENTRANCE
12. ANY AREA OUTSIDE THE PROPOSED LIMITS FOR STOCKPILE OR STAGING PURPOSE WILL REQUIRE AN EROSION CONTROL PLAN.
13. DISTURBANCE IN STREAM WILL BE UNITED TO THE AREA THAT CAN BE STABIL® AT THE END OF EACH WORKING DAY.
14. ANY MATERIAL PLACED ON PAYED SURFACES WILL HAVE A LAYER OF SAND OR SCREENING UNDER PLACED MATERIAL
CONSTRUCTION SCHEDULE
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. HOLD PRECMSTRUCTWN CONFERENCE AT LEAST ONE WEEK PRIOR TO BEGINNING CONSTRUCTION.
3. RAG THE CONSTRUCTION LIMITS AND MARK THE TREES FOR PROTECTION.
4. INSTALL EROSION CONTROL MEASURES REQUIRED FOR THE PROPOSED CONSTRUCTION ACTII
& CONDUCT LAND CLEARING AND ROUGH GRADING OPERATIONS AFTER OBTAINING APPROVAL FROM THE CITY OF GASTONIA AND THE PROPERTY OWNER. NO CONSTRUCTION ACTIVITY CAN TME
PACE BEFORE RECEIVING APPROVAL
S. INSTALL SURFACE STABILIZATION MEASURES: TEMPORARY AND PERMANENT SEEDING, MULCHING, AND RIPPAP.
7. INSPECT THE EROSION CONTROL MEASURES WEEKLY AND MAKE ANY NEEDED REPAIRS.
8. ONCE THE PROPOSED CONSTRUCTION ACTIVITIES RAVE SEEN INSTALLED. REMOVE ALL TEMPORARY MEASURES.
MAINTENANCE PLAN
1. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED AS NOTED IN THE EROSION CONTROL DEEMS.
2. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM TIME EROSION CONTROL MEASURES AND DISPOSED OF.
VEGETATIVE PLAN
1. ALL DISTURBED AREAS WILL BE STABIUZED BY TEMPORARILY AND/OR PERMANENTLY VEGETATING WTH SEED AND MULCH AS RECOMMENDED BY THE SEEDING SCHEDULE SHOWN ON SHEET
ECI DUE TO THE RESTRAINTS ON THE L13 IH OF IMPROVEMENTS AND/OR DURATION OF IEIPOSED DISTURBED MEM.
2. TO PROMOTE A DENSE VEGETATIVE COVER IN ARES WHERE RUNOFF CONCENTRATES OR IN MEAS WHERE VEGETATION S HARD TO ESTABLISH. MATTING FOR EROSION CONTROL WILL BE
USED. THE MATTING TO BE USED WILL BE A MATTING THAT CONSISTS OF 1008 COCONUT FIBER MO BE BACKED (OR APPROVED EQUAL). THE MATTING FOR EROSION CONTROL WILL BE
CONSTRUCTED AS PMT OF THE PROPOSED IMPROVEMENTS AND SHALL ALSO SERVE FOR VEGETATIVE STABIUUTION PURPOSES.
_ NOW OR FORMPRLI
WARREN T NEWSOM� AND WIFE
SHIRLENE NEWSOME
-O&..4342 PG 707
TRACT B
ID
FP1T
`. •, �, _ �_-_ - _...617T WELLMAN 5T .
rf`
\
SEE SHEET EC3 FOR,
PROPOSED PHASE: F
` PUMP AROUND
' O ry/
NOW OR Fl-RMERLY 8 S:
WILLIAM J CAL, AND WIFE BRENDA
K CALL
DO n330 PC 870
TRACT A \/v p,
A'B4i PC 70 PROPOSED UNITS OF / \
PID #136659 DISTURBANCE (7YP) ---. /// �` •1 / y
279 COURT DR - i•
__ 7 •1 YwV� rr
P
/* ��
71
n) i
/ N��W'OR FORMER..Y
JERRY1I9COOS AND W FE ALICE K
WOODS
DB 4547 PG 314
y TRACT j E AND F FIB 41 PO 70,
hi PID #1367
�a
f 263D C VRi DR / Y
V�,.��/ i
PROPOSED TEMP. PUMP MOUND
�y / � � \e � SEE DETAIL STREET EC1 4'
5
/ 52 Z`` �v/'✓� /yam y-
PROPOSED TEMP. I
P m IMPL77 "Ou DIKE
t Ii
PROPOSED TEP.
r i ■ 1 r _ _
LEGEND
:..
_ -..
PROPOSED TEMPORARY
ROCK CHECK DAN
001111'.
PROPOSED TEMPORARY
IMPERVIOUS DIKE
- IMPFELWORS DYKE-
PROPOSED INLET PROTECTION
_ IF -0
PROPOSED TDAPORMY
L�1
DEWATERING BAG
-
PROPOSED LIMITS
— —
- OF DISTURBANCE
I1
PROPOSED TEMPORARY
NOW OR FORMERLY �.
NELL P AUL
CONSTRUCTION EASEMENT
SDE
PROPOSED PERMANENT
V
STORM DRAINAGE EASEMENT
• ■ ■
■ PROPOSED TEMPoRMY
1' U
SILT FENCE
EROSION CONTROL NOTES
1. TOTAL DISTURBED AREA 1.05 ACRES
2 SOIL TYPE: CECIL -URBAN LAND COMPLEX
TATUM GRAVELLY LDAM
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL ALL DISTURBED MEAS WILL BE STABILIZED WITH THE APPROPRIATE TEMPORARY AND/OR PERMANENT YEGETATNE EROSION
CONTROL MEASURE(S) WITHIN 14 DAYS OF DIMMANDE DIMMED MEAS WITH SLOPES GREATER THAN 3:1 WILL BE STAHIUZED WITH THE APPROPRIATE TEMPORARY ANO/OR
PERMANENT VEGETATIVE EROSION CONTROL MEASURE(S) WITHIN 7 DAYS OF DISTURBANCE.
4. ANY GRADING BEYOND THE CONSTRUCTION UNITS SHOWN ON THE PLANS IS A VIOLATION OF THE NORTH CMOUNA EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
5. TEMPORARY SURFACE STABILIZATION MUST BE APPLIED TO DISTURBED AREAS. CUT TEMPORARY VEGETATION SHOULD BE APPLIED TO CUT AND FILL SLOPES AFTER LAND CLEARING AND
ROUGH GRADING HAS OCCURRED.
6. NO ON-SITE BURIAL OF VEGETATION OR CONSTRUCTION DEBRIS WILL BE PERMITTED.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REWIRED IN THE FIELD BY THE CONSTRUCTION INSPECTOR
B. CONTRACTOR TO TAKE ALL REASONABLE MEASURES TO PREVENT TRACKING SOIL/MUD ON ACTIVE ROADWAYS. SOIL/MUD TRACKED ON ACTIVE ROADWAYS SHALL BE CLEANED DAILY.
9. ALL STOCKPILE AREAS DEEMED NECESSARY BY THE CONTRACTOR WILL BE REWIRED TO HAYE EROSION CONTROL MEASURES SURROUNDING THE AREA IN ORDER TO TRAP EROSION AND
SEEN ENT. THE STOCKPILE AREAS MAY ONLY BE LOCATED WITHIN THE CONSTRUCTION UNITS AND BE APPROVED BY THE ENGINEER. APPROPRIATE EROSION CONTROL MEASURES CONSIST
OR TEMPORARY SILT FENCE. TEMPORARY DIVERSION DITCH, SEDIMENT TRAP. ETC.
10. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
11. THE CONTRACTOR IS REWIRED TO PREVENT EROSION AND SEDIMENT FROM DEPOSITION ON LOCAL ROADS BY PROVIDING STABILIZED CONSTRUCTION ENTRANCES/E%TS. REFER TO NCOEYI
ESCPDM - STABILIZED CONSTRUCTION ENTRANCE
12. ANY AREA OUTSIDE THE PROPOSED LIMITS FOR STOCKPILE OR STAGING PURPOSE WILL REQUIRE AN EROSION CONTROL PLAN.
13. DISTURBANCE IN STREAM WILL BE UNITED TO THE AREA THAT CAN BE STABIL® AT THE END OF EACH WORKING DAY.
14. ANY MATERIAL PLACED ON PAYED SURFACES WILL HAVE A LAYER OF SAND OR SCREENING UNDER PLACED MATERIAL
CONSTRUCTION SCHEDULE
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. HOLD PRECMSTRUCTWN CONFERENCE AT LEAST ONE WEEK PRIOR TO BEGINNING CONSTRUCTION.
3. RAG THE CONSTRUCTION LIMITS AND MARK THE TREES FOR PROTECTION.
4. INSTALL EROSION CONTROL MEASURES REQUIRED FOR THE PROPOSED CONSTRUCTION ACTII
& CONDUCT LAND CLEARING AND ROUGH GRADING OPERATIONS AFTER OBTAINING APPROVAL FROM THE CITY OF GASTONIA AND THE PROPERTY OWNER. NO CONSTRUCTION ACTIVITY CAN TME
PACE BEFORE RECEIVING APPROVAL
S. INSTALL SURFACE STABILIZATION MEASURES: TEMPORARY AND PERMANENT SEEDING, MULCHING, AND RIPPAP.
7. INSPECT THE EROSION CONTROL MEASURES WEEKLY AND MAKE ANY NEEDED REPAIRS.
8. ONCE THE PROPOSED CONSTRUCTION ACTIVITIES RAVE SEEN INSTALLED. REMOVE ALL TEMPORARY MEASURES.
MAINTENANCE PLAN
1. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED AS NOTED IN THE EROSION CONTROL DEEMS.
2. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM TIME EROSION CONTROL MEASURES AND DISPOSED OF.
VEGETATIVE PLAN
1. ALL DISTURBED AREAS WILL BE STABIUZED BY TEMPORARILY AND/OR PERMANENTLY VEGETATING WTH SEED AND MULCH AS RECOMMENDED BY THE SEEDING SCHEDULE SHOWN ON SHEET
ECI DUE TO THE RESTRAINTS ON THE L13 IH OF IMPROVEMENTS AND/OR DURATION OF IEIPOSED DISTURBED MEM.
2. TO PROMOTE A DENSE VEGETATIVE COVER IN ARES WHERE RUNOFF CONCENTRATES OR IN MEAS WHERE VEGETATION S HARD TO ESTABLISH. MATTING FOR EROSION CONTROL WILL BE
USED. THE MATTING TO BE USED WILL BE A MATTING THAT CONSISTS OF 1008 COCONUT FIBER MO BE BACKED (OR APPROVED EQUAL). THE MATTING FOR EROSION CONTROL WILL BE
CONSTRUCTED AS PMT OF THE PROPOSED IMPROVEMENTS AND SHALL ALSO SERVE FOR VEGETATIVE STABIUUTION PURPOSES.
_ NOW OR FORMPRLI
WARREN T NEWSOM� AND WIFE
SHIRLENE NEWSOME
-O&..4342 PG 707
TRACT B
ID
FP1T
`. •, �, _ �_-_ - _...617T WELLMAN 5T .
rf`
\
SEE SHEET EC3 FOR,
PROPOSED PHASE: F
` PUMP AROUND
' O ry/
NOW OR Fl-RMERLY 8 S:
WILLIAM J CAL, AND WIFE BRENDA
K CALL
DO n330 PC 870
TRACT A \/v p,
A'B4i PC 70 PROPOSED UNITS OF / \
PID #136659 DISTURBANCE (7YP) ---. /// �` •1 / y
279 COURT DR - i•
__ 7 •1 YwV� rr
P
/* ��
71
n) i
/ N��W'OR FORMER..Y
JERRY1I9COOS AND W FE ALICE K
WOODS
DB 4547 PG 314
y TRACT j E AND F FIB 41 PO 70,
hi PID #1367
�a
f 263D C VRi DR / Y
V�,.��/ i
PROPOSED TEMP. PUMP MOUND
�y / � � \e � SEE DETAIL STREET EC1 4'
5
/ 52 Z`` �v/'✓� /yam y-
PROPOSED TEMP. I
P m IMPL77 "Ou DIKE
t Ii
PROPOSED TEP.
r i ■ 1 r _ _
E I
PROPOSD TEMP
DEWII7EPoNG BAG
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w
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CONTROLOWG
PROPOSED OMITS OF
N41E55.
OSTURBANCE (TYP.)
Y
1. TREES, SHRUBS, AND HEDGES WITHIN THE UNITS OF
DISTURBANCE SHILL BE REMOVED UNLESS TREE PROTECTION
IS SHOWN ON PLAN SHEETS.
2. STABILIZE PROPOSED 21 (OR STEEPER) SLOPES WITHIX
µ
PERMANENT EROSION CONTROL MATTING PER SPECIAL
PROVISIONS
+' ¢
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E I
PROPOSD TEMP
DEWII7EPoNG BAG
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SCALE: 1"=30'
1' U
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CONTROLOWG

IWARFE NY SE qE NE SONNE wIF_ $4 END of PRavogn \I > _ c
ff j
TRACT G i' ` W MILLING h RESURFACINO
PROPOSED UNITS MB AlPC. -RCP. IR' RCR— _ / v� "`�
OF DISTURBANCE
'0
C x113 (11 cvi
4
I VYELLMFN ST >' 7 » PROPOSED UNITS OF gSRIT�ANCE
NOWFORYP L,'
PROPOSED 7�' /' / ` //s v *l RAYMOND SRCLINE ND WIFE (�
J� `
. J liPQtNWDIKES DIIQ: �, O $rI "g A {' O 31 A CLINE
e .. I/ \• f _-_. _. __. �_` \ !3 / ��.SL / .11
\--PROP. I1HP." ' ' D18
PG 21
RCP (C55 I':) NOW OR FORMERI.1PO 1 57891
SE -
PROPOSED TEMP. PUMP MOUND / $ ;,? / , / :� OR .{ PC 312
COURT /
SEE DETAIL SHEET ECI N--
xx_ P/' PRPROPOSED TEMP. ID #13898
M1 2RR. CR
\
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_ WOODS N. W'FE ALICE Y
,-
/(aQ DB 45O P' 315
F AN
NOTES:
LR.
O1 1. TREE. SHRUBS. AND HEDGES WITHIN THE UNITS OF
/ I I j t�� •a'�{'
IMPERVIOUS OKE 9 � / I IS SHOWN PLAN SHEETS.SHALL BE UNLESS TREE PROTECTION
o
N i R FD dERL. - - -.�• `� •,' \\ -«! / � �, 2. STMIUZE PROPOSED 21 (OR STEEPER) SLOPE NTM
Y Ll- _ CALL AN WIFE 3 ENDA _'-�X� ` A B12 (/ tr 0.� , / e l yi "/ PERMANENT EROSION CONTROL MATTING PER SPECIAL
LE 453OAL E s J •\,! \(�/
RACT A
M8T41 PG 0 , r - p {i
PID 1 3659 '•.�` r F1' _ T, E \4 . 1 - / / /
r GO T DR
4
/ P PROPOSED
§ 4
TEMP. PUMP MOUl� cY I
r7 SE DETAIL SHEET ECI 6
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A : ,• r'� PN TEMP. ➢EWA G �
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PROP
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4
I VYELLMFN ST >' 7 » PROPOSED UNITS OF gSRIT�ANCE
NOWFORYP L,'
PROPOSED 7�' /' / ` //s v *l RAYMOND SRCLINE ND WIFE (�
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. J liPQtNWDIKES DIIQ: �, O $rI "g A {' O 31 A CLINE
e .. I/ \• f _-_. _. __. �_` \ !3 / ��.SL / .11
\--PROP. I1HP." ' ' D18
PG 21
RCP (C55 I':) NOW OR FORMERI.1PO 1 57891
SE -
PROPOSED TEMP. PUMP MOUND / $ ;,? / , / :� OR .{ PC 312
COURT /
SEE DETAIL SHEET ECI N--
xx_ P/' PRPROPOSED TEMP. ID #13898
M1 2RR. CR
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,-
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F AN
NOTES:
LR.
O1 1. TREE. SHRUBS. AND HEDGES WITHIN THE UNITS OF
/ I I j t�� •a'�{'
IMPERVIOUS OKE 9 � / I IS SHOWN PLAN SHEETS.SHALL BE UNLESS TREE PROTECTION
o
N i R FD dERL. - - -.�• `� •,' \\ -«! / � �, 2. STMIUZE PROPOSED 21 (OR STEEPER) SLOPE NTM
Y Ll- _ CALL AN WIFE 3 ENDA _'-�X� ` A B12 (/ tr 0.� , / e l yi "/ PERMANENT EROSION CONTROL MATTING PER SPECIAL
LE 453OAL E s J •\,! \(�/
RACT A
M8T41 PG 0 , r - p {i
PID 1 3659 '•.�` r F1' _ T, E \4 . 1 - / / /
r GO T DR
4
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§ 4
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J:\160205_GASTONIA SW PROIECTSN_03_COURT k WEL MM\PLOTS\CCURT-WMLMAM EROSION CONIROL_ONG

GENERAL NOTES
PROJECT NOTES
CONSTRUCTION PHASING
CONSTRUCTION PHASING (CONTINUED)
j
A) ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE MOST CURRENT EDITIONS
1.
PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERAL NOTES FOR THE PROJECT. THEY ARE TO
y
~{
C
OF THE CITY OF GASTONIA TRAFFIC CONTROL DETAILS FOR CONSTRUCTION AND MAINTENANCE OPERATIONS,
IE USED AT SPECIFIC LOCATIONS AS REQUIRED BY THE DETAILS OF THE TRAFFIC CONTROL PLANS.
THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE
PHASE I: (DETAILS 71E-1, 71E-2, AND 71E-14)
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO), THE NORTH CAROLINA DEPARTMENT OFp
TRAM CONTROL DEVICES SHALL BE LOCATED NO CLOSER THAN 5 FT. TO A TRENCH AT E%ISTNC
CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE
TRANSPORTATION (NCDOT) SUPPLEMENT M THE MUTCO. THE NCDOT ROADWAY STANDARD DRAWINGS AND THE
CURRENT EDITION OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
GRAPE, MEASURED FROM THE SDE FACING TRAFFIC.
IN SEQUENCE. WHEN A CONSTRUCTION PHASE IS DIVIDED INTO STEPS, THE
CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH STEP IN SEQUENCE.
THSEECONTHACTGIR STALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO
1
,y
3.
MAXIMUM SPA NG BETWEEN CHANNF11Z1NG DEVICES SHALL BE 20 FT. IN TANGENT MEAS, 20 FT. IN
EE REQUIREMENTS
(XAMPLE: THTS OF PHASE 1 SHALL BE COMPLETED BEFORE
BEGINNING OF WOIN ACCORDANCE WITH THE DIAGRAM AND DETAILS.
RK
!
>L
O
B) THE CONTRACTOR IS TO NOTIFY THE CITY IN WRITING 10 WORKING DAYS IN ADVANCE OF ANY ROAD
TAPERS, AND 10 FT. IN RADII UNLESS OTHERWISE INDICATED ON THE PLANS.
PROCEEDING TO PHASE II. THE REOUIREMENTS OF STEP 1 OF PHASE I SHALL BE
4
CLOSURE OR 5 WORKING DAYS PRIOR TO CLOSING ONE OR MORE TRAVEL LANES.
COMPLETED BEFORE PROCEEDING TO STEP 2 OF PHASE 1.) ALL WORK DESCRIBED IN
THE CONTRACTOR SHALL CONSTRUCT AS MUCH AS POSSIBLE FOR LINES A AND S (STILLING BASIN,
y
C) THE CONTRACTOR SHALL BE REWIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL TRAFFIC
4.
WHEN USING BARRICADES WITH SIGN R11-2 ATTACHED, BARRICADES SHALL BE OF SUFFICIENT LENGTH
TO CLOSE ROADWAY.
THE PROJECT PHASING SHALL BE PERFORMED BY THE CONTRACTOR, EXCEPT WHERE
IT IS SPECIFIED FOR CERTAIN WORK 10 BE PERFORMED BY OTHERS.
CNDUAL 48' SRP CULVERT, FES SIA, 24' RCI', AND MANHOLE S1) PRIOR TO CLOSING
CONTROL DUNCES, SIGNS, BARRICADES, WARNING AND/OR CHANNESSING DUNCES FOR WORK ETES AND
OUR DRIVE
/ ^
P
DETOUR ROTES AS BROWN ON THE TRAFFICCONTROL PLANS UNLESS OTHERWISE SPECIFIED BY THE
5.
WHEN TRAFFIC PROCEEDS THROUGH OR ADJACENT TO CONSTRUCTION ACTIVITY OR A WORK ZONE
THE FOLLOWING PHASING REFERS TO SPECIFIC TRAFFIC CONTROL DRAW NGS SHOWN
ENGINEER.
FLAGGER(5) AND FLAGGER SYMBOL SIGN(S (W20-7A) SHALL BE USED AS DIRECTED BY THE ENGINEER
OR THE CITY OF GASTONIA TRAFFIC CONTROL DETAILS FOR CONSTRUCTION AND
OR
PHASE II: (DIAGRAM A & DETAILS 71E-1, 71E-2,71E-4, AND 71E-14)
P,H
Vi
y
70 SLOW AND/EX STOP TRAFFIC AND DIRECT IT THROUGH THE WORK AREA SIGN W20-7A SHALL NOT
OPERATIONS. THE CONTRACTOR SHALL FOLLOW THESE PROCEDURES.
a
O) CONTRACTOR SHOULD BE AWARE THAT WHEN THE CONSTRUCTION AREA IS W OR NEAR
A VERTICAL CREST OR HORIZONTAL WRVS THE CORK AREA SHALL EXTENDED 50 THAT LANE CLOSURE
BE DISPLAYED EXCEPT WHEN FLAGGER IS PRESENT.
O ARE NOT TYPICAL FOR
AND DIAGRAMS IF THESE PROCEDURES ANO/OR COMBINED
THE FIELD TEE MAY BE COMBINED OR ALTERED UPON
STEP 1:
Tf~
IS
BEGNS IN ADVANCE OF THE CURVE AND MINIMUM STOPPING 9(IET DISTANCE IS MET.
URVE
6.
THE CONTRACTOR SHALL MAINTAIN A SMOOTH TRANSITION FROM EXISTING PAVEMENT TO PROPOSED
OF THE EN . THE S
APPROVAL OF THE ENGINEER. THE STANDARDS, PROCEDURES AND DIAGRAMS BLOWN
CLOSE COURT DRIVE PER DIAGRAM A FOR DETOUR ROUTE DURING CULVERT CONSTRUCTION.
E) POLICE OFFICERS MAY BE REWIRED AS DIRECTED BY THE ENGINEER TO BE PRESENT FOR CONTROLLING
PAVING OPERATION.
THE TRAFFIC CONTROL PLANS OR IN THE CITY DETAILS ARE THE MINIMUM
REWIRED. ADDITIONAL SIGNS, CONES, BARRICADES, AND WARNING DUNCES MAY BE
Sffl' 2,
TRAFFIC DURING CONSTRUCTION HOURS.
7.
CONTRACTOR SHALL SUPPLY AND INSTALL ALL TEMPORARY PAVEMENT MARKINGS AS SHOWN ON THE
USED, BUT AT NO TIME WILL LESS THAN WHAT IS SPECIFIED IN THE STANDARDS,
CONTRACTOR SHALL CONSTRUCT THE PROPOSED DUAL 48' SRP CULVERT, WATER AND SANITARY
PLANS OR AS DIRECTED BY THE ENGINEER.
PROCEDURES AND DIAGRAMS BE ACCEPTABLE. THE FOLLOWING IS A LIST OF
SEWER MAIN REPLACEMENTS, AND STALL INSTALL ASPHALT (EXCEPT FOR THE TOP LAYER OF
F) THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WITH WELL-MAINTAINED DETAILS LS AFD DIAGRAMS TO BE UTILIZED FOR THE SURFACE COURSE).
SIGNS, BARRICADES, WARNING ANO/OR CHANNEUZING DEVICES. ON CONNECTING ROADS, AL BARRICADES.
8.
AT NIGHT AND DURING PERIODS OF CONSTRUCTION INACTIVITY, THE DIFFERENCE IN ELEVATION BETWEEN
CMINIMUM ONSURUCIRION OF THE PROJECT.
SIGNS, WARNING, AND/OR CHANNELIZING DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED
LANES STALL NOT IXC® 1 INCH.
.pTy DETAIL 71E-i: TRAFFIC CONTROL ROAD CONSTRUCTION SIGNS
NOTE: COURT DRIVE SHALL BE RE-OPENED WITHIN 21 CALENDAR DAYS a: ROAD CLOSURE
AS REWIRED DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER.
9.
FLAGGER(S) AND FLAGGER AHEAD SYMBOL SIGN(S) (W20-7A) MAY BE REWIRED TO DIRECT TRAFFIC
•PTY DETAIL 71E-2 BARRICADE, TYPICAL FLASHING
G) WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHAH NOT START UNTIL ALL OF THE
THROUGH CONSTRUCTION ZONE DURING PAVEMENT DEMOUTION AND/OR CONSTRUCTION ACTIVITIES
,ply DETAIL71E-4< STREET CLOSING PROCEDURES - TWO UNE STREETS
CITYDETAIL 71E-14: TRAFFIC -O CONTROL RECCES -TWO LANE STREETS, ONE
`
REWIRED SIGNS, BARRICADES, WARNING, ANO/OR CHANNEUZING DEVICES ARE INSTALLED AND APPROVED BY
LANE CLOSED LIGHTLY TRAVELED
OON4OR SHALL CONSTRUCT ENOWAIL A2 AND ASSOCIATED CHANNEL IMPROVEMENTS AFTER
THE ENGINEER.
10.
THE CONTRACTOR SHALL REMOVE ANY CONFLICTING PAVEMENT MARKINGS.
-DIAGRAM A (SFE SLEET 7C2): COURT DRIVE CLOSURE DETOUR ROUTE
OPENINGING COURT DRIVE TO TRAFFIC.
H) THE CONTRACTOR MUST MAINTAIN DURING ALL PERIODS OF CONSTRUCTION ACTIVITY THE ABILITY TO FLAG
11.
THE CONTRACTOR SHALL REPLACE ANY EXISTING PAVEMENT MARKINGS WHICH HAVE BEEN OBLITERATED
-DIAGRAM B (SEE SHEET TC2): WELLMAN STREET CLOSURE DETOUR ROUTE
PHASE HI: (DETAILS 71E-1, 71E-2, AND 711-14)
o
TRAFFIC USING QUALIFIED FLAGGERS WHEN NECESSARY OR REWIRED
BY CONSTRUCTION ACTIVITIES AT THE END OF EACH DAYS OPERATIONS
AT THE END OF EACH PHASE OF CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE
CONTRACTOR SHALL COMPLETE THE CONSTRUCTION OF UNE 5 AND ASSOCIATED IMPROVEMENTS.
1) THE CONTRACTOR SHALL INSTALL TEMPORARY PAVEMENT MARKINGS AND ADDRESS CONFLICTING PAVEMENT
12.
IF AN OPEN TRENCH OR A DIFFERENCE IN GRADE BETWEEN LANES GREATER THAN 1 INCH IS TO REMAIN
'A'
THE AREA BY TEMPORARILY SEEDING AND MULCHING THE DISTURBED LIMITS.
ONE FULL LME MUST REMAIN OPEN ALONG COURT DRIVE AT ALL TIMES. CONTRACTOR SHALL ALSO
INSTALL ASPHALT (EXCEPT FOR THE TOP LAYER OF SURFACE COURSE) ON COURT DRIVE.
o
MARKINGS AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN ANY EOSTING PAVEMENT
OVERNIGHT, AREA SHALL BE BACKFILLED IN ACCORDANCE WITH DETAIL ON THIS SHEET OR TRAFFIC
INGRESS AND EGRESS MUST BE MAINTAINED TO INDIVIDUAL HOMES AND BUSINESSES
MARKINGS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
BEARING STEEL PLATES SHALL BE USED.
DURING CONSTRUCTION. THE CONTRACTOR SOUL COORDINATE ACCESS WITH EACH
PROPERTY OWNER. AND ADJUST THE PHASING ACCORDINGLY TO PROVIDE ADEQUATE
PHASE 1V: ETAILS 71E-1, 71E-2, AND 71E-14 )
J) CONTRACTOR WILL BE REWIRED TO PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO THEIR
R WILL B PROVELIMITS
13.
REFER TO NOTE 12 AND SEE DETAIL 'A' REGARDING BACKFlWNG AGAINST EDGE OF TRAVELWAY.
ACCESS FOR PASSENGER VEHICLES AND DELIVERY VEHICLES.
THE CONTRACTOR SHALL CONSTRUCT AS MUCH AS POSSIBLE FOR LINE B (STIWNG BASIN,
PROPERTY TH THE PRODUCT INCLUDING REASONABLE INGRESS AND EGRESS FOR
EIUSINESSES 9PECAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS
14.
CONTRACTOR SOUL PROVIDE AND INSTALL AL FINAL PAVEMENT MARKINGS THE CITY SHALL PROVIDE
ENDWALL B7, AND COAL 42' SRP CULVERT) PRIOR TO CLOSING WEILMAN STREET.
AND INSTALL ALL FINAL SIGNAGE.
THE SAME TINE.
K) THE CONTRACTOR 15 TO NOTIFY (BY MAL) ALL PROPERTY OWNERS AND OCCUPANTS NH0 HAVE DIRECT
PHASE V: (DIAGRAM B & DETAILS 71F-1, 71E-2,71E-4, AND 71E-14)
ACCESS TO THE ROADWAY WITHIN THE PROJECT LIMITS A MINIMUM OF 5 AND A MAXIMUM OF 10 WORIQNG
15.
THE CONTRACTOR SHALL LIMIT CONSTRUCTION TO ONE STREET AT A TIME UNLESS OTHERWISE
THE PROJECT SOUL BE DIVIDED INTO THE FOLLOWING PHASES FOR CONSTRUCTION
DAYS PRIOR TO INSTAWNG TRAFFIC CONTROL DEVICES IN FRONT OF THOSE PROPERTIES. NOTIFICATIONS
INSTRUCTED BY THE ENGINEER. THE CONTRACTOR SHALL LIMIT CONSTRUCTION TO ONE BLOCK EACH DAY
OF STREET AND DRAINAGE IMPROVEMENTS
1:
SHOULD INCLUDE CONTACT PERSONS NAME TELEPHONE NUMBER, EMAIL ADDRESS, AND MAILING ADDRESS.
TO DECREASE THE AMOUNT OF BACKFILL
yip
CLOSE WELLMAN STREET PER DIAGRAM B FOR DETOUR ROTE DURING CULVERT CONSTRUCTION.
L) THE CONTRACTOR SHALL PATROL THE WORK SITE AT THE BEGINNING AND END OF EACH WORK DAY (AT A
MINIMUM) TO ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING PROPERLY.
STEP 2,
CONTRACTOR SHALL ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE IN PLACE AND FUNCTIONING AT ALL
CONTRACTOR SL OUCONSTRUCT THE PROPOSED DUAL 42' SRP CULVERT, WATER MAIN
TIMES DURING PERIODS OF CONSTRUCTION INACTIVITY.
RELOCATION, AND SHALL INSTALL ASPHALT (EXCEPT FOR THE TOP LAYER OF SURFACE COURSE).
M) DURING PERIODS OF INACTNTY OR AT NIGHT, EQUIPMENT SHAT. NOT BE PARKED IN SUCH A MANNER AS
NOTE: WFILMAN STREET SHALL SE RE-OPENED WITHIN 21 CALENDAR DAYS OF ROAD CLOSURE.
70 BLOCK SIDEWALKS, TRAFFIC CONTROL OUNCES, OR THE MOTORISTS' NEW OF TRAFFIC. EQUIPMENT SHALL
BE AT LEAST 10 FEET AWAY FROM THE TRAVEL LANE:.
STEP 3:
o
N) THE CITY'S APPOINTED REPRESENTATIVES ARE AUTHORIZED TO STOP ANY WORK WITHIN PUBLIC RIGHT OF
CONTRACTOR SHALL CONSTRUCT JUNCTION BOX 82 AND UNE C AFTER OPENING WEL.MAN STREET
TO TRAFFIC.
C'
WAY THAT DOES NOT FOLLOW THIS TRAFFIC CONTROL PLAN OR REQUIREMENTS OF THE CITY OF GASTONIA
UNTIL SUCH REQUIREMENTS ARE MET.
51E4.
tO
E
0)
THE CONTRACTOR SHAFOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONTRACTOR SHALL
T
PERFORM MIWNG OPERATIONS AND INSTAL ASPHALT SURFACE COURSE ALONG COURT DRIVE AND
�� i N
COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE WHEN A CONSTRUCTION PHASE
WELLMAN STREET AS SHOWN ON THE PLANS USING FLAGGER CONTROL
-+ 41
ci
IS DIVIDED INTO STEPS, THE CONTRACTOR SHALL COMPLETE THE REQUIREMENTS OF EACH STEP IN SEQUENCE.
�-
(IXAMPLE SHALL REQUIREMENTS OF PHASE I WBE COMPLETED BEFORE PROCEEDING TO PHASE II; THE
N
=�
REQUIREMENTS OF STEP 1 OF PHASE I SHALL BE COMPLETED BEFORE PROCEEDING TO STEP 2 OF PHASE Q.
ALL WORK DESCRIBED IN THE PROJECT PHASING SHALL BE PERFORMED BY THE CONTRACTOR. EXCEPT WHERE
IT IS SPECIFIED FOR CERTAIN WORK TO BE PERFORMED BY OTHERS
CO
m
P) THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5 MINUTES AT A TIME IN
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J:\160205-GASTONIA SW PROJECTS\_O5_COURT A WELLMAN\PLOTS\COURT-WELLMAN TRAFFIC
CONTROLOWG

DIAGRAM A:
COURT DRIVE CLOSURE DETOUR ROUTE
NOT TO SCALE
SIGN LEGEND
ROAD CLOSED
ROAD O 600 FT AHEAD DETOUR
CLOSED LOCAL TRAFFIC M4 -10L
AHEAD > ONLY 48 x 18
1311-3
60 x 30 OG DETOUR
W20-3 M4 -10R
48X48 O � 48 x 18
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30 x z4 END
DET"
O DETOUR N M4 -8a
24 2 18
500 FT O
ROAD
M4-sR (D CLOSED
W20-2 30 x 24
48 X 48R11-2
48 X 30
DIAGRAM B:
WELLMAN STREET CLOSURE DETOUR ROUTE
NOT TO SCALE
S -
COURT DRIVE
CLOSED WELLMAN STREET
ME~
LOCAL TRAFFIC DETOUR z F
ONLY 500 FT AHEAD �, w
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60 x 30 60 X 30 3 > z
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COURT DRIVE W
DETOUR x a O
200 FT AHEAD LEGEND C7 F v
60 x 30 y DETOUR ROUTE �T, 3 H
FLASHING TWE III
WELLMAN STREET H BARRICADE
AR ICABARRICADE C 0
OCLOSED ~ WITH SIGNS 100% Percent Complete Tn O F
LOCAL TRAFFIC ❑
ONLY WORK AREA [Not Released for Construction
FOR REVIEW ONLY E-.
o U60 X 30
J:\160205-GASTONIA S PROJECT \-05-COURT h WELLMAN\PLOTS\COURT-WELLMAN TRAFFIC CON GLDWG

Court Drive and Wellman Street
Attachments
ATTACHMENT F:
NCNHP Report
May 22, 2018
CWS Project No. 2016-4085

yv
North Carolina Department of Natural and Cultural Resources
Natural Heritage Program
Governor Roy Cooper Secretary Susi H. Hamilton
May 17, 2018
Aliisa Harjuniemi
Carolina Wetland Services
550 E Westinghouse Blvd
Charlotte, NC 28273
RE: Court Drive and Wellman Street; 2016-4085
Dear Aliisa Harjuniemi:
N C N H DE -6068
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database, indicates that there are
no records for rare species, important natural communities, natural areas, and/or conservation/managed areas
within the proposed project boundary. Please note that although there may be no documentation of natural
heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records.
The attached `Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one -mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists. Tables of
natural areas and conservation/managed areas within a one -mile radius of the project area, if any, are also
included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of the project
area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for guidance. Contact
information for USFWS offices in North Carolina is found here:
https://www fws gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve, Registered Heritage Area, Clean Water Management Trust Fund easement, or Federally -listed
species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at rodney.butler(cDncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
MAILING ADDRESS: Telephone: [phone] LOCATION:
1651 Mail Service Center www.ncnhp.org 121 West Jones Street
Raleigh, NC 27699-1651 Raleigh, NC 27603

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Court Drive and Wellman Street
Project No. 2016-4085
May 17, 2018
NCNHDE-6068
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name
Common Name
Last
Element
Accuracy Federal
State
Global
State
Group
Observation
Occurrence
Status
Status
Rank
Rank
Date
Rank
Butterfly 34493 Neonympha helicta
Helicta Satyr
1940-06-15
H
5 -Very ---
Significantly
G3G4
S1?
Low
Rare
Vascular Plant 27910 Magnolia macrophylla
Bigleaf Magnolia
2009-09-11
AC
4 -Low ---
Threatened
G5
S2
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name Owner Owner Type
Gaston County Open Space Gaston County: multiple local government Local Government
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/content/helo. Data query generated on May 17, 2018; source: NCNHP, Q2 April 2018. Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

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Page 3 of 3
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