20230262 Ver 1_ePCN Application_20230213

I I
1• 111
DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process? *
Yes
No
Is this project a public transportation project?*
Yes No
Change only If needed.
Pre -Filing Meeting Date Request was submitted on:
10/11/2021
BIMS # Assigned * Version#*
20230262 1
Is a payment required for this project? *
No payment required
Fee received
Fee needed - send electronic notification
What amout is owed?*
$240.00
$570.00
Reviewing Office* Select Project Reviewer*
Fayetteville Regional Office - [phone] Chad Turlington:[e-mail]
Information for Initial Review
la. Name of project:
Elizabeth -Johnson Street Storm Drainage Improvements
la. Who is the Primary Contact?*
Jon Swaim
lb. Primary Contact Email: * lc. Primary Contact Phone: *
[e-mail] [phone]
Date Submitted
2/13/2023
Nearest Body of Water
Big Marsh Swamp
Basin
Lumber
Water Classification
C;Sw
Site Coordinates
Latitude:
34.7989
A. Processing Information
County (or Counties) where the project is located:
Robeson
Is this a NCDMS Project
Yes No
Is this project a public transportation project?*
Yes No
Longitude:
-78.9681

1a.Type(s)of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
1b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 14 - Linear transportation
Nationwide Permit (NWP) Number: 18 - Minor Discharges
NWP Numbers (for multiple NWPS):
NWP 14 - Linear Transportation and NWP - 18 Minor Discharges
Id. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lh. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
Id. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project? *
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
Town of St Pauls
2b. Deed book and page no.:
N/A - Utility Easement
2c. Contact Person:
Elbert Gibson - Mayor
2d. Address
Street Address
210 W. Blue Street
Address Line 2
City
St. Pauls
Postal / Zip Code
28384
401 Water Quality Certification - Express
Riparian Buffer Authorization
State / Province / Region
North Carolina
Country
United States
Yes No
Yes No

2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Jon Swaim
4b. Business Name:
McGill Associates, P.A.
4c. Address
Street Address
1240 19th Street Lane NW
Address Line 2
City State / Province / Region
Hickory North Carolina
Postal / Zip Code Country
28601 United States
4d. Telephone Number: 4e. Fax Number:
[phone]
4f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
N/A
lc. Nearest municipality / town:
St.Pauls
2. Project Identification
2a. Property Identification Number:
N/A - Utility Easement/030890981900
2b. Property size:
4.03
2c. Project Address
Street Address
No Assigned Address (Project Coordinates: 34.7989°,-78.9681 °)
Address Line 2
City State / Province / Region
St. Pauls North Carolina
Postal / Zip Code Country
28384 United States
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Big Marsh Swamp
3b. Water Resources Classification of nearest receiving water:*
C;Sw
3c. What river basin(s) is your project located in?*
Lumber
3d. Please provide the 12-digit HUC in which the project is located.
030402030604
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
The proposed improvements consist of the design and construction of a new storm drainage system including the installation of approximately 1,800 linear feet of 48-inch reinforced
concrete pipe with inlet boxes and related appurtenances from the flood -prone area to an outlet near Big Marsh Swamp. The new pipes would be installed primarily within the Town's right-
of-way, easements, St Paul WWTP access road, and properties of South Johnson Street, East Clark Street, and East Ross Street to outfall in the wetland within the Town property (Parcel
ID 030890981900). Adjoining areas consist of residential properties, St. Pauls WWTP, and undeveloped land.

4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
3.123
4g. List the total estimated linear feet of all existing streams on the property:
N/A
4h. Explain the purpose of the proposed project:*
The proposed activity is a Flood and Drainage Improvements project under the Community Recovery Program to reduce flooding and the resulting property damage in the Town of St.
Pauls.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
Majority of new pipes to be installed primarily within the Town's right-of-way, easements, and properties of South Johnson Street, East Clark Street, and East Ross Street within existing
road shoulders and upland areas. See plan sheets C-10 through C-14.
Project work at the Town of St. Pauls WWTP Property under a Nationwide Permit #14:
Replacement of existing 24" RCP with two 24" RCP to allow for additional flow during storm events under the gravel access road to the St. Pauls WWTP. The two 24" RCP will be installed
as close as possible to the existing 24" RCP. The culverts outlets will be armored with 18" Class B Riprap Apron to prevent erosion. See Appendix 2 - Plans Set - C-16. The proposed
permanent impacts (Impact W4) are approximately 0.0027 Acres resulting from the Riprap Apron. All temporary impacts (Impact W3 - 0.0127 Acres) for the installation of the two 24" RCP
will be from construction access. Timber mats will be used if conditions within wetlands are saturated to prevent rutting. Silt fence will be installed during construction to prevent runoff from
impacting adjacent wetlands on -site. All temporary wetland impacts will be stabilized and allowed to return to natural conditions post construction. See Appendix 2 Plans Set - Sheet G-02 -
Native Plant Seeding Mix for Wetland Stream or Riverbank Stabilization. The contractor shall provide adequate pump around or diversion to keep the work area dry. Appendix 2 Plans Set
- Sheet C-31 - Temporary Stream Bypass Detail.
Project work at the Town owned 20' Utility Easement under a Nationwide Permit #18:
The proposed project calls for two 36" RCP approximately 244 LF in length to be installed within the 20' Utility Easement as shown on Appendix 2 - Plans Set - C-15. The culvert outlets
will be armored with 18" Class B Riprap Apron. The proposed permanent impacts (Impact W2) are approximately 0.0686 Acres resulting from the 20' Utility Row that will be cleared and
maintained permanently and the Riprap Apron. All temporary impacts (Impact W1 - 0.0436 Acres) for the installation of the two 36" RCP will be from construction access. Timber mats will
be used if conditions within wetlands are saturated to prevent rutting. Silt fence will be installed during construction to prevent runoff from impacting adjacent wetlands on -site. All
temporary wetland impacts will be stabilized and allowed to return to natural conditions post construction. See Appendix 2 Plans Set - Sheet G-02 - Native Plant Seeding Mix for Wetland
Stream or Riverbank Stabilization.
In order to ensure that stormwater is adequately drained from the surrounding area which is prone to flooding, the two proposed 36" RCP must extend into Wetland A. Alternatives were
explored to avoid wetland impacts, but adequate fall was not achievable without the proposed wetland impacts. The Class B Riprap Apron was designed to prevent washout at the culvert
outlet. Project was designed to allow stormwater discharge to dissipate via sheet flow through the forested wetland before entering Big Marsh Swamp. No surface water was noted within
the project area during site visits. Groundwater was estimated at 6-inches below natural grade. Estimated fill below ordinary high water totals 597.6 cubic feet or 22.1 cubic yards.
No indirect impacts are anticipated for the proposed project.
It is anticipated typical road construction equipment will be used for the project which might include excavators, bulldozers, frontend loaders, skid steers, and dump trucks.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
Yes
Comments:
See Appendix 5 - Preliminary Jurisdictional Determination
No O Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
N/A
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Jonathan Herman/Jon Swaim
Agency/Consultant Company: McGill Associates, P.A.
Other: 10/13/2021 & 2/7/2023
6. Future Project Plans
6a. Is this a phased project? *
Yes No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
N/A
D. Proposed Impacts Inventory
1. Impacts Summary

la. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries
Open Waters Pond Construction
2. Wetland Impacts
Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
W1
Construction Access
T
Bottomland Hardwood Forest
Wetland A
Yes
Corps
0.044
(acres)
W2
Culvert/ Riprap Apron/
20' Maintained Utility
ROW
P
Bottomland Hardwood Forest
Wetland A
Yes
Corps
0.069
(acres)
W3
Construction Access
T
Bottomland Hardwood Forest
Wetland A
Yes
Corps
0.013
(acres)
W4
Rip Rap Apron
P
Bottomland Hardwood Forest
Wetland A
Yes
Corps
0.003
(acres)
2g. Total Temporary Wetland Impact
0.057
2g. Total Wetland Impact
0.129
2i. Comments:
See Appendix 1 - Impacts Map for approximate impacts.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
2g. Total Permanent Wetland Impact
0.072
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Project designed to minimize wetland impacts as much as practical. All temporary wetland impacts will be stabilized and allowed to return to natural
conditions post construction. See Appendix 2 Plans Set - Sheet G-02 - Native Plant Seeding Mix for Wetland Stream or Riverbank Stabilization.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Timber mats will be used if conditions within wetlands are saturated to prevent rutting. Silt fence will be installed during construction to prevent runoff
from impacting adjacent wetlands on -site. The contractor shall provide adequate pump around or diversion to keep the work area dry. Appendix 2 Plans
Set - Sheet C-31 - Temporary Stream Bypass Detail.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The project does not exceed thresholds requiring compensatory mitigation for Nationwide Permit 14/18.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
If no, explain why:
The project is located in the Lumber River Basin which is not subject to Riparian Buffer Protection Rules.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
Comments:
G. Supplementary Information

1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
Yes No
1b. 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 (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
Yes No
lc. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? *
Yes No
Comments: *
Project is currently under environmental review as a Flood and Drainage Improvements project under the Community Recovery Program.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality? *
Yes No
3b. If you answered "no," provide a short narrative description.
No additional development anticipated as a result of the proposed work.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project? *
Yes No N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat? *
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts? *
Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS Information for Planning and Consultation tool (see Appendix 4)
On February 7, 2023 environmental specialists from McGill Associates, P.A. conducted a Threatened and Endangered Species survey on the Limits of
Disturbance (LOD). The survey was concentrated on the Red -cockaded Woodpecker (RCW) and Michaux's Sumac during the site survey. No species
occurrences or potential habitat were found during the survey for RCW and Michaux's Sumac. No mature pine species generally more than 80 years old
found in the study area. All remaining Threatened and Endangered Species found on the USFWS IPAC Report were surveyed for and no species
occurrences or potential habitat were found within the LOD.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No

6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
NOAA Essential Fish Habitat Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status? *
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources? *
NC Historic Preservation Office HPOWEB
See Appendix 3 - NCHPO HPOWEB Map
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:
All appropriate floodplain development permits will be acquired prior to construction.
8c. What source(s) did you use to make the floodplain determination?*
https://fris.nc.gov
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Final Appendices.pdf 36.11 MB
File must be PDF or KMZ
Comments
Signature O
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Jon Swaim
Signature
air �eluaC
Date
2/13/2023

APPENDICES
1. Impacts Map
2. Plans Set
3. NCHPO HPOWEB Map
4. IPAC Consultation Package
S. Preliminary Jurisdictional Determination (PJD)

APPENDIX 1
Impacts Map

E Ross Street
Temporary Impact - W1
i0.0436 Acres ;
I
7
Legend
Y
d
r
Study Area
U)
Y
Wetland
LimitsUj
N
Temporary
Impacts
Permanent
Impacts
b&
x+`
r
t1 4
Permanent Impact - W2
0.0686 Acres
E Ross Street]Impacts
Table
Temporary
Impact - W1
0.0436
+
(Wetland A)
Acres
r
Permanent
0.0686
,�' �•
Impact - W2
Acres
. ,
(Wetland A)
r
'
Temporary
0.0127
Impact - W3
(Wetland A)
Acres
j
Permanent
Impact - W4
0.0027
(Wetland A)
Acres
Permanent Impact - W4
0.0027 Acres
Temporary Impact - W3
0.0127 Acres I A6%iL
DATE
PROJECT#
ELIZABETH-JOHNSON STREET
FIGURE
2i8i2028
21.04018
STORM DRAINAGE
100 0 50 100 200
M'II
1240 19th Street Lane NW
Hickory, NC28601
828.328.2024
OFFICE MANAGER
DC
DESIGNER
AL
TOWN
OF
ST.
PAU
LS
GRAPHIC SCALE DIVISION VALUE = 100 FEET
IMPACTS MAP
1
NC Firm License # C-0459
mc9illassociates.com
PROJECT MANAGER
DS
REVIEWER
is
ROBESON COUNTY, NORTH CAROLINA

APPENDIX 2
Plans Set

ELIZABETH ST & JOHNSON ST
STORM DRAINAGE IMPROVEMENTS
ROBESON COUNTY, NORTH CAROLINA
SCHEDULE OF DRAWINGS
E BROAD ST.
G-01
Cover
N
G-02
Notes & Legend
E. BLUE Sr
G-03
NCDEQ General Permit Notes
PROJECT AREA
G-04
NCDEQ General Permit Notes
CE-01
Existing Conditions 1 of 4
A� �
E. MCLEgN ST.
CE-02
Existing Conditions 2 of 4
s
CE-03
Existing Conditions 3 of 4
vi
o
M
o w
m
z ►v
N
CE-04
Existing Conditions 4 of 4
J J
U'
C-10
Proposed Plan and Profile S. Johnson St. Sta. 0+00-5+50
z
m o
3
C-11
Proposed Plan and Profile E. Clark St. Sta. 6+00-7+50
C-12
Proposed Plan and Profile S. Johnson St. Sta. 8+00-12+00
W TOW
W. CLARK ST.
W.
E. CLARK ST.
C-13
Proposed Plan and Profile S. Johnson St. Sta. 12+00-15+00
Sr
z
U)
I
E. STACK ST.
C-14
Proposed Plan and Profile E. Ross St. Sta. 15+00-16+50
z
W
v-i
w
C-15
Proposed Plan and Profile Sta. 17+00-22+00
m
i
a
C-16
Proposed Plan and Profile Sta. 22+00-25+50
W. PATE ST.
W Pl rrMgN
N
N
C-17
Overview of Wetland Impacts Sta. 17+00-25+50
Sr
E. ROSS ST.
C-20
Cross Sections Sta. 17+50-20+00
C-30
Erosion Control Details 1 of 2
C-31
Erosion Control Detail 2 of 2
I
J
PROPOSED STORM
C-32
Miscellaneous Details 1 of 2
DRAINAGE SYSTEM
C-33
Miscellaneous Details 2 of 2
1000
500
0 250 500
VICINITY
MAP
GRAPHIC SCALE DIVISION VALUE
= 500 FEET
55 Broad Street PRELIMINARY �Q��
Asheville, NC 28801 -FOR REVIEW PURPOSES ONLY - /
828.252.0575 DO NOT USE FOR
NC Firm License # C-0459 CONSTRUCTION Q� j
mcg i I lassociates. com
FEBRUARY 2023

NORTH CAROLINA LAND QUALITY SECTION EROSION CONTROL NOTES
ABBREVIATIONS
EXISTING CONDITIONS LEGEND
GENERAL CONSTRUCTION NOTES
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF
0
ENVIRONMENTAL QUALITY (NCDEQ), DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR), LAND QUALITY SECTION. THE FOLLOWING CONSTRUCTION
SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
A
A.B.C.
1. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NCDEQ.
AC
2. PROCEED WITH GRADING, CLEARING, AND GRUBBING. NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED UNLESS THE DISPOSAL SITE HAS AN APPROVED
EROSION CONTROL PLAN.
A.D.
3. SEED AND MULCH DENUDED AREA WITHIN TIME FRAME SPECIFIED (SEE TABLE). SEED AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED
A.F.F.
AT THE FOLLOWING RATES PER ACRE. STRAW MULCH SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER.
AL
APPROX.
ARCH.
OR
ASSY.
CREEPING RED FESCUE 100 LBS (NATURAL AREAS AND STREAMBANKS)
B—B
STRAW MULCH 60-80 BALES
BEAR.
BLDG.
FOR SUMMER SEEDING ADD TO THE ABOVE:
BOC
GERMAN MILLET (SETARIA ITALICA) 40 LBS
BOT.
SMALL —STEMMED SUDAN GRASS (SORGHUM BICOLOR) 50 LBS
rL
C.A.B.C.
FOR WINTER SEEDING ADD TO THE ABOVE:
CB
RYE GRAIN (SECALE CEREALE) 120 LBS
C—C
CIF
CFM
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF
C&G
1,000 LBS PER ACRE.
CH
Cl
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC.., UNTIL A PERMANENT VEGETATIVE GROUND COVER
CL.
IS ESTABLISHED OVER ALL DISTURBED AREAS. FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:
CNST
PURGE LIVE SEED SWITCHGRASS 4 LBS
C.O.
BROWNTOP MILLET OR PEARL MILLET (PENNISETUM GLAUCUM) 8 LBS
CO.
COIL
GRAIN SORGHUM (SORGHUM BICOLOR (L.) MOENCH SSP. BICOLOR) 2 LBS
CONC.
ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
CONN
CPP
CSP
CULV.
DEG
0 / DIA.
NATIVE PLANT SEEDING MIX FOR WETLAND STREAM OR RIVERBANK STABILIZATION
DB
DB
DIET
1. NATIVE SEED MIX SHALL BE APPLIED AT A RATE OF 20 LBS./AC. AND INCLUDE THE FOLLOWING
DI
SPECIES:
DIP
25% — BIG BLUESTEM (ANDROPOGON GERARDII)
DN
25% — INDIAN GRASS (SORGHASTRUM NUTANS)
D/W
25% — LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM)
DWG(S).
25% — SWITCHGRASS (PANICUM VIRGATUM)
E
EA.
2. ADDITIONALLY A TEMPORARY COVER/NURSE CROP MIX SHALL BE APPLIED AT A RATE OF 25
EL/ELEV
LBS./ACRE AS FOLLOWS:
ELEC.
AUGUST THRU MAY — GREENRYE (SECALE CEREALE)
EOP
MAY 1 THRU AUGUST — MILLET (PENNISETUM GLAUCUM)
ESMT
EX/EXISTF.D.
3. ANY SUBSTITUTIONS OR VARIATIONS FROM SPECIFICATIONS ABOVE SHALL BE APPROVED BY THE
PROJECT ENGINEER.
FDC
4. NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK.
FES
FIFE
5. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
FH
FHA
6. REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY,
FI
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY SECTION.
FLEX.
FL
7. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
FM
FO
FOP
FOSC
FOC
FT
FU T
GA
GAL.
GALV.
GEN
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GV
GW
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HEX.
HOR(IZ).
HP
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I.D.
IN
INV.
JB
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LB
LD
LF
LG
LP
LT
LWL
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55 Broad Street
Asheville, NC 28801 C9 V
828.252.0575
NC Firm License # C-0459
mcgillassociate Q %GING QP
NO. I DATE I BY
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PM
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MAX.
MAXIMUM
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MECH.
MECHANICAL
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AGGREGATE BASE COURSE
MFR.
MANUFACTURER
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ALGEBRAIC DIFFERENCE
MIN.
MINIMUM
ABOVE FINISHED FLOOR
MI
MILE
JUG FOC
AREA LIGHT
MJ
MECHANICAL JOINT
JUG TCS
APPROXIMATE
# / NO.
NUMBER
JUG GAS
ARCHITECTURAL
N
NORTH
JUG ELEC
ASSEMBLY
NEMA
NATIONAL ELECTRICAL
+ LP
BACK TO BACK
MANUFACTURERS ASSOCIATION
OUP
BEARING
N/F
NOW OR FORMERLY
E
BUILDING
N.I.C.
NOT IN CONTRACT
®TSP
BACK OF CURB
NTS
NOT TO SCALE
RXR
BOTTOM
O.C.
ON CENTER(S)
O MH
CENTERLINE
O.D.
OUTSIDE DIAMETER
O SSMH
CRUSHED AGGREGATE BASE COURSE
OHE
OVERHEAD ELECTRIC
O SDMH
CATCH BASIN
OPER
OPERATION
OoOMMH
CENTER TO CENTER
OPNG
OPENING
O ELMH
CUBIC FEET
PB
PLAT BOOK
p J.B.
CUBIC FEET PER MINUTE
PC
POINT OF CURVATURE
+ SPIGOT
CURB AND GUTTER
PERM.
PERMANENT
o C.O.
CHORD
PG
PAGE
o E.SS
CURB INLET
PI
POINT OF INTERSECTION
CLASS
PITO
POINT OF INTERSECTION — TURN
OUT ®B�
CONSTRUCTION
PL
PROPERTY LINE
CLEAN —OUT
PP
POWER POLE
®CI
COMPANY
PROP.
PROPOSED
0wM
COLUMN
PS
POINT OF SWITCH
QFH
CONCRETE
PSI
POUNDS PER SQUARE INCH
°° WV
CONNECTION
PT
POINT OF TANGENCY
VALVOFF
CORRUGATED PLASTIC PIPE
PT
POINT
bqM
CORRUGATED STEEL PIPE
PVC
POLYVINYL CHLORIDE
bc/V
CULVERT
P.V.C.
POINT OF VERTICAL CURVATURE
oa IcV
DEGREE(S)
P.V.I.
POINT OF VERTICAL INTERSECTION
D-11 PIV
DELTA ANGLE
PVMT
PAVEMENT
® E.JUNC
DIAMETER
P.V.T.
POINT OF VERTICAL TANGENCY
SIG
DEPTH / DEEP
R
RADIUS
Box
DEED BOOK
RCP
REINFORCED CONCRETE PIPE
e
DEGREE OF CURVATURE
RD
ROAD
DETAIL
RED.
REDUCER
DROP INLET
REQ'D.
REQUIRED
DUCTILE IRON PIPE
RJ
RESTRAINED JOINT
DOWN
RR
RAILROAD
DRIVEWAY
RT
RIGHT
DRAWING(S)
ROW
RIGHT OF WAY
EAST
S
SOUTH
EACH
SAN
SANITARY
ELEVATION
SCH
SCHEDULE
ELECTRICAL
SDMH
STORM DRAIN MANHOLE
EDGE OF PAVEMENT
SEC
SECONDS
EASEMENT
SECT.
SECTION
EXISTING
SED.
SEDIMENT
FLOOR DRAIN
SEW
SEWER
FIRE DEPARTMENT CONNECTION(S)
SF
SQUARE FEET
FLARED END SECTION
SHT. / SH.
SHEET
FINISHED FLOOR ELEVATION
SP
SERVICE POLE
FIRE HYDRANT
SPEC.
SPECIFICATION
FIRE HYDRANT ASSEMBLY
SQ.
SQUARE
FLOW INDICATOR
SR
STATE ROAD
FLEXIBLE
SS
STAINLESS STEEL
FLANGE
SSCO
SANITARY SEWER CLEANOUT
FORCE MAIN
SSMH
SANITARY SEWER MANHOLE
FIBER OPTIC CABLE
STA.
STATION
FIBER OPTIC POST
STD.
STANDARD
FIBER OPTIC SIGNAL CABLE
STL
STEEL
FACE OF CURB
S/W
SIDEWALK
FEET
T/C
TOP OF CURB
FUTURE
TEL.
TELEPHONE
GAUGE
TEMP.
TEMPORARY
GALLON
TK
THICK
GALVANIZED
T/G
TOP OF GRATING
GENERATOR
T.O.
TOP OF...
GUTTER LINE
TP
TELEPHONE PEDESTAL
GATE VALVE
T/S
TOP OF SLAB
GUY WIRE/ANCHOR
TSB
TRAFFIC SIGNAL BOX
HEAVY DUTY
TST
TEMPORARY SEDIMENT TRAP
HEXAGONAL
T/W
TOP OF WALL
HORIZONTAL
TYP.
TYPICAL
HIGH POINT
U/G
UNDER GROUND
HIGH WATER LEVEL
UGE
UNDER GROUND ELECTRIC
HIGHWAY
UP
UTILITY POLE
IRRIGATION CONTROL VALVE
UV
ULTRAVIOLET
INSIDE DIAMETER
V
VALVE
INCH(ES)
VC
VERTICAL CURVE
INVERT
VERT.
VERTICAL
JUNCTION BOX
W
WIDTH
CURVE COEFFICIENT
W
WEST
LENGTH
W/
WITH
POUND(S)
WD
WIDE
LIGHT DUTY
WL
WATER LEVEL
LINEAR FEET
WA
WATER LINE
LONG
WM
WATER METER
LIGHT POLE
WSE
WATER SURFACE ELEVATION
LEFT
WV
WATER VALVE
LOW WATER LEVEL
WWF
WELDED WIRE FABRIC
YD
YARD
YI
YARD INLET
YH
YARD HYDRANT
DESCRIPTION
TELEPHONE PEDESTAL
A CALCULATED POINT
ELECTRIC PEDESTAL
GIPS 1 /2" REBAR SET WITH CAP
CABLE TV PEDESTAL
®
1.
SURVEY IS REFERENCED TO HORIZ: NAD83, STATE PLANE (FEET) NORTH
CONCRETE MONUMENT
CAROLINA (FIFS 3200) VERTICAL: NORTH AMERICAN VERTICAL DATUM OF
SIGN
®CM—R/W RIGHT—OF—WAY MONUMENT
1988 (NAVD 88) BY MCGILL ASSOCIATES, MARCH 1, 2022.
UNDERGROUND CABLE TV SIGN
ODOT MON D.O.T. CONTROL POINT
2•
CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF
UNDERGROUND FIBER OPTIC CABLE SIGN
•RBF REBAR FOUND
FACILITIES
UNDERGROUND TELEPHONE CABLE SIGN
•RRSPIKE RAILROAD SPIKE
UNDERGROUND GAS LINE SIGN
o PK NL PK NAIL FOUND / SET
3.
NOT ALL UTILITIES ARE SHOWN. CONTRACTOR IS RESPONSIBLE FOR VERIFYING
THE EXISTING UTILITIES AND UTILITY INFORMATION PRESENTED ON THESE
UNDERGROUND ELECTRIC LINE SIGN
SPINDLE SPINDLE FOUND / SET
DRAWINGS. ANY DISCREPANCIES SHALL BE ADDRESSED TO THE ENGINEER IN
LIGHT POLE
®CPHUB HUB & TACK SET
WRITING. THE CONTRACTOR IS RESPONSIBLE OF NOTIFYING AND COORDINATING
WORK WITH THE AFFECTED UTILITY COMPANIES WHETHER HE PERFORMS THE
UTILITY POLE
ACP/NL GPS CONTROL POINT NAIL SET / FOUND
WORK OR A UTILITY COMPANY PERFORMS THE WORK. ANY DAMAGE DONE TO
GUY WIRE ANCHOR
ACP/NL CONTROL POINT/NAIL SET GPS
EXISTING UTILITIES (SHOWN OR NOT SHOWN ON PLANS) SHALL BE THE
TRAFFIC SIGNAL POLE
OCP/TEMP CONTROL POINT TEMPORARY MARK
RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL CONTACT NC
RAILROAD CROSSING SIGNAL
ONE CALL AT 1-800-632-4949 AT LEAST THREE WORKING DAYS PRIOR TO
NGS METAL ROD NATIONAL GEODETIC SURVEY METAL ROD
CONSTRUCTION. NON —SUBSCRIBERS SHALL BE CONTACTED DIRECTLY.
MANHOLE
® NGS CM NATIONAL GEODETIC SURVEY CONCRETE MONUMENT
4.
ALL PUBLIC ROADWAYS SHALL REMAIN OPEN AT ALL TIMES UNLESS
SANITARY SEWER MANHOLE
TEMPORARY CONTROL POINT SET
OTHERWISE NOTED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN
STORM DRAIN MANHOLE
® NETWORK TRIANGULATION POINT
ROAD SURFACES CLEAN AND FREE OF CONSTRUCTION SEDIMENT AND DEBRIS
COMMUNICATION MANHOLE
AT ALL TIMES.
ELECTRICAL MANHOLE
A STAKE STAKE FOUND
5.
ALL WORK SHALL BE PREFORMED IN ACCORDANCE WITH APPLICABLE LOCAL
JUNCTION BOX
40 INTERSTATE HIGHWAY
CITY, STATE, AND FEDERAL REGULATIONS AND PERMIT REQUIREMENTS.
SPIGOT YARD HYDRANT
/
66 U.S. HIGHWAY
6.
CONTRACTOR SHALL OBTAIN AND PROVIDE TO THE OWNER TEMPORARY
SEWER CLEAN —OUT
FFE ELEVATION FINISHED FLOOR ELEVATION
STREET AND DRIVEWAY ACCESS PERMIT FOR CONSTRUCTION ENTRANCES
ELECTRIC SERVICE STUB —OUT
Q5 Mw MONITORING WELL
PRIOR TO ANY CONSTRUCTION ACTIVITY.
GAS SERVICE STUB —OUT
•Pz PIEZOMETER
7.
STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CLASS III,
CATCH BASIN
® LANDFILL GAS MONITORING PROBE
PER NCDOT STANDARD SPECIFICATIONS SECTION 1032.
CURB INLET
0 SURFACE WATER SAMPLING LOCATION
8.
PRE —CAST CATCH BASINS SHALL CONFORM TO THE REQUIREMENTS OF
WATER METER
0 LANDFILL GAS VENT
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (LATEST
FIRE HYDRANT
Q LANDFILL GAS COLLECTION WELLHEAD
EDITION) ARTICLES 840-1 THROUGH 840-3. CURB INLET CATCH BASIN
SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02 THROUGH 840.04.
WATER VALVE
OW POTABLE WATER WELL
DROP INLETS SHALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION
BLOW OFF VALVE
OMB MAILBOX OR PAPER BOX
BOXES SHALL CONFORM TO STANDARD DETAIL 840.31. ALL PRE —CAST
DRAINAGE STRUCTURES SHALL CONFORM TO NCDOT STANDARDS DETAIL
GAS METER
❑PB POSTAL DROP BOX
840.46.
GAS VALVE
LSAT DISH SATELLITE DISH
IRRIGATION CONTROL VALVE
OYARD ORNAMENT STATUE, BIRD BATHS, ETC.
9•
CURB INLET FRAME, GRATE AND HOOD SHALL CONFORM TO NCDOT
STANDARD DETAIL 840.03.
POST INDICATOR VALVE
TREES
ELECTRIC JUNCTION BOX OR OUTLET
10.
CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE
,'i SHRUBS / BUSHES
SECTION OF NCDOT STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES
TRAFFIC SIGNAL BOX
(H) HORIZONTAL GROUND DISTANCE
(LATEST EDITION). CONCRETE SHALL BE CLASS A OR B, 4000 PSI MINIMUM,
MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED IN
GEOTECHNICAL BORING
(G) NC STATE PLANE GRID DISTANCE
ACCORDANCE WITH SECTION 825 UNLESS NOTED OTHERWISE. MASONRY SHALL
MEET THE REQUIREMENTS OF SECTION 1040, CONSTRUCTED IN ACCORDANCE
CULVERT
WITH SECTION 830 AND/OR 834 UNLESS NOTED OTHERWISE.
x x x
FENCE
11.
TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED
SILT FENCE
GRADE.
—o—o—o—o—o—o—o—o—o—o—o—o—o—o—
GUARD RAIL
APPROXIMATE LOCATION OF
12.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED UPON
— — — — s— — — — — S
EXISTING SEWER LINES
COMPLETION OF CONSTRUCTION.
— — — — w— — — — — W—
APPROXIMATE LOCATION OF
EXISTING WATER LINES
-----Q-----Q—
APPROXIMATE LOCATION OF
EXISTING GAS LINES
I I I I I I I I I I I I I I I I I I I I I I
TOP OF SLOPE
I I I I I I I I I I I I I I I I I I I I I I
TOE OF SLOPE
--DL-----DL-----DL--
DITCH LINES
— — — — — CTV— — — — — CTV—
APPROXIMATE LOCATION OF
UNDERGROUND CABLE TV LINE
CTV
APPROXIMATE LOCATION OF
OVERHEAD CABLE TV LINE
_----FOC-----FW_
APPROXIMATE LOCATION OF
UNDERGROUND FIBER OPTIC CABLE LINE
— — — — E— — — — — E
APPROXIMATE LOCATION OF
UNDERGROUND ELECTRIC LINE
E E
APPROXIMATE LOCATION OF
OVERHEAD ELECTRIC LINE
-----T-----T—
APPROXIMATE LOCATION OF
UNDERGROUND TELEPHONE LINES
T T
APPROXIMATE LOCATION OF
OVERHEAD TELEPHONE LINES
— — — — —ROW — — — — — ROW —
RIGHT—OF—WAY
TREELINE
0000000000
SHRUBLINE
— — — —
PROPERTY LINE NOT SURVEYED
ROCKLINE
— — — —
STREAM LINE
— —
CENTERLINE
CENTERLINE VARIANT
— — — —
SWAM PLINE/WETLAN DS
— — — — u— — — — — u
APPROXIMATE LOCATION OF
OVERHEAD UTILITY LINE
IPS IRON PIN SET
CPP CORRUGATED PLASTIC PIPE
CMU CONCRETE MASONRY UNIT
DIP DUCTILE IRON PIPE
R/W RIGHT OF WAY
E&T ELECTRIC & TELEPHONE
CENTERLINE
FOC FIBER OPTIC CABLE
C CURVE (SEE CURVE TABLE)
GIP GALVANIZED IRON PIPE
O/H OVERHEAD
POB POINT OF BEGINNING
RCP REINFORCED CONCRETE PIPE
CID CALCULATED POINT
U/G UNDERGROUND
PB PLAT BOOK
VCP VITRIFIED CLAY PIPE
DB DEED BOOK
PVC POLYVINYL CHLORIDE PIPE
L LINE (SEE LINE TABLE)
FFE FINISHED FLOOR ELEVATION
BLDG BUILDING
PG PAGE
CIP CAST IRON PIPE
REF REFERENCE
CMP CORRUGATED METAL PIPE
DOT DEPARTMENT OF TRANSPORTATION
NGS NATIONAL GEODETIC SYRVEY
CONC CONCRETE
NCSP NORTH CAROLINA STATE PLANE
PROP PROPOSED
MTR BOX METER BOX
EX/EXIST EXISTING
EL ELEVATION
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
ELIZABETH ST & JOHNSON ST
STORM DRAINAGE IMPROVEMENTS
TOWN OF ST. PAULS
ROBESON COUNTY, NORTH CAROLINA
NOT TO SCALE
OFFICE MANAGER
B. ROARK
PROJECT MANAGER
D. SABEH
DESIGNER
C. HEATHCOAT
REVIEWER
D. SABEH
NOTES & LEGEND
DATE PROJECT # FUNDING #
FEBRUARY 2023 1 21.04018 N/A
SHEET
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
HCIOF�iESIW a
LOW FILTRATION
SOIL BERM
10 MIL
SIDE
LINING NG C SANDBAGS (TYP.)
SIDE SL OR STAPLES
(TYP.
CLEARLY MARKED SIGNAGE SECTION A -A
or
NOTING DEVICE (18'X24' MIN.)
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 75X OF THE STRUCTURES CAPACITY.
PLAN 7.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
10'
MIN
bZ
SANDBAGS (TYP.)
%GATAPLES
COHESIVE h
LOW FILTRATION
SOIL BERM
SANDBAGS (TYP.)
NOTES -
OR STAPLES
1. ACTUAL LOCATION DETERMINED IN
FIELD
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18'X24' MIN.)
2. THE CONCRETE WASHOUT
WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75X OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM 12
PLAN
INCHES OF FREEBOARO.
&CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
gEFORF y
55 Broad Street
- - - Asheville, NC 28801 V 0
828.252.0575
NC Firm License # C# C_
mcgillassociates.com Q GING QP
ELIZABETH ST & JOHNSON ST
STORM DRAINAGE IMPROVEMENTS
TOWN OF ST. PAULS
ROBESON COUNTY, NORTH CAROLINA
EFFECTIVE: 04/01/19
NOT TO SCALE
OFFICE MANAGER
B. ROARK
PROJECT MANAGER
D. SABEH
DESIGNER
C. HEATHCOAT
REVIEWER
D. SABEH
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
NCDEQ GENERAL PERMIT NOTES
DATE I PROJECT # FUNDING #
FEBRUARY 2023 21.04018 N/A
SHEET
G=03
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NO. I DATE I BY
DESCRIPTION

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
e
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
1.22.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
.
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
.
Within 24 hours, an oral or electronic notification.
with the conditions
.
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
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EXST. WATER LINE APPROX. LOCATION
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165
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165
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TOWN OF ST. PAULS
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8+00
20 0 10 20 40
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OFFICE MANAGER
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PROJECT MANAGER
D. SABEH
DESIGNER
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PRELIMINARY
— FOR REVIEW PURPOSES ONLY —
DO NOT USE FOR
CONSTRUCTION
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55 Broad StreetMcg
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459 �— 9'�F
mcgillassociates.com Q GING
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NO. I DATE I BY
9+00
DESCRIPTION
10+00
ELIZABETH ST & JOHNSON ST
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TOWN OF ST. PAULS
ROBESON COUNTY, NORTH CAROLINA
11 +00
20 0 10 20 40
GRAPHIC SCALE DIVISION VALUE = 20 FEET
OFFICE MANAGER
B. ROARK
PROJECT MANAGER
D. SABEH
DESIGNER
C. HEATHCOAT
REVIEWER
D. SABEH
12+00
SHEET
PROPOSED PLAN AND PROFILE S.
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DATE PROJECT # FUNDING #
FEBRUARY 2023 21.04018 N/A
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Asheville, NC 28801
828.252.0575
NC Firm License # C-0459 �— 9'�F
mcgillassociates.com Q GIN PP
NO. I DATE I BY I DESCRIPTION
14+00
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OFFICE MANAGER
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PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
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TOWN OF ST. PAULS
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17+00
20 0 10 20 40
GRAPHIC SCALE DIVISION VALUE = 20 FEET
OFFICE MANAGER
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PROJECT MANAGER
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DESIGNER
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REVIEWER
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PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
SHEET
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ST. STA. 15+00-16+50 C=14
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/
/
/
/
/
/
/
/
/
/
S MH �
T EL:141.46'
12" DIP (NW L7.
E.:1362'
12" DIP�SE�� 1.E.:13�.44'
i
I ,
00
Q _
11 cn
1111 1
Q0
00In
_ / pIn
INVERT ELEV. 138.61' / /CO
.. / / / .l. MR
LLI PROP. 2-24" RCP
EXST.24" CID
O / /' SILT FENCE
EXSI)ANITARY SEWER -
EXST. SANITA: EWEF
■
7
p18" CLASS B RIPRAP APRON
INVERT ELEV. 138.12' ■
00 No
\ in
No
In
in
-N, ■
LIMITS OF DISTURBANCE
■
■
1
■
1
PROFILE
SCALE- HORIZ. 1 "= 20'
VERT. 1 "= 4' 160
155
150
145
EXISTING GRADE FROM SURVEY
12" ABC+ASPHALT
TIE
26
OF 24" RCP 1.929e—
140
135
EXST. 12" DIP
APPROX. LOCATION
CONTRACTOR TO VERIFY
IN FIELD AND PROTECT
130
EXST. SANITARY SEWER
APPROX. LOCATION
CONTRACTOR TO VERIFY
IN FIELD AND PROTECT
22+00 23+00 24+00
gEFORF yG ELIZABETH ST & JOHNSON ST
STORM DRAINAGE IMPROVEMENTS
TOWN OF ST. PAULS_
Q� GIN G ? ROBESON COUNTY NORTH CAROLINA
NO. DATE BY DESCRIPTION
25+00 25+50
'OSED RIP RAP APRON
'0 EXST. GRADE
20 0 10 20 40
GRAPHIC SCALE DIVISION VALUE = 20 FEET
OFFICE MANAGER
B. ROARK
PROJECT MANAGER
D. SABEH
DESIGNER
C. HEATHCOAT
REVIEWER
D. SABEH
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
SHEET
PROPOSED PLAN AND PROFILE
STA. 22+00-25+50 C=1 6
DATE PROJECT # FUNDING #
FEBRUARY 2023 1 21.04018 N/A

PLAN
I I I 1
I 1 1 1 Q
I _
I I I I ___--
EXST.CONTOUR (TYP) /
Ln
wj .t47
__
I _
Ln L0I II I I I __----Ir
�w --_— //' / ' LIMITS OF SURVEYDIN
I _
I
/
1 1 / JI I I I 1 I — �45— / /' ♦♦♦♦♦ / / / / / / / / Apr-- /
I _
�__ ♦♦ ' // '
BP: 0+00.0 _ _ _ �— — _ — — — /♦♦ / / /
4 //♦♦ / /
_ _� ♦♦ /
NONE
L — — 4 /`I�♦ g /
_ / / /' ♦♦♦♦ / N S H
i �' 030892.61)7300 1 WETLAND LIMITS — _ / / ♦�/ TM EL: 14
/ I MOSES K1`VIN ANDf�W 1 ---- \ -tag — -- / / 12" DIP (I\
rS� j I I j ^�/ //// I �^ _----__-- I O�/'� / ♦♦♦♦♦ 12" DIP4c
/ / I PROPOSE GRADE
0
zo
0+
\ 7
L / / 7AR
74318"CLASS B RIPRAP APRONLd
\7THO11'
it /P�OPOSb 48" RCP _
r7 -" / 1 1 �i PROPOSED -2-z36" RCP
//06/. / ■��� ■��������\ ■�■ 1�■ \\\\ LIMIT OF DISTURBANCE
1 1 1 1 \ \ \ ♦♦♦ \ — %
/ Jc�c�I 1 1 \ \ ♦ \ /.
� a- w I 1 1 \ \ � � � \ � ♦♦ ♦ \ � � � \ �� � SSMH
-TOP EL: 141.99 /
11 Illc� `nll`� I I 11 11 \\\ \\\ ` \ � ♦♦♦♦1�� \\\ 12" DIP (NW) I.E.:137.91'
1 I 1 1 j I 1 1 \ �\ �\\ ♦�♦♦ �\ 12" DIP (SE) I.E.:137.89' < /
♦
111 11 ll I 11 \\ \ �� ` \ \\ \\\ \\\ ♦ ♦♦♦
1
111 111 I 1\\ \\ — _ EP 22+46.88 \ \ \ \ \ \ \ ♦♦♦♦ / I
11 Il 11 I \\ \\ \\ �\ � \ \\ \\ �\\ ♦♦�♦ / I I
11 1 I 1 \ \ \ I \ \ \\ \\ \�♦ rn�♦♦ I
1 1 1� 11 �� o � Q \\ \ \ \ \\ z
1 1 11 0C/)� \ \\ \ \ \ I
1 1 IY 1 Q \\ I \ \ \\ \\ Iku
� c
55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com Q GING PP
NO. I DATE I BY
DESCRIPTION
ELIZABETH ST & JOHNSON ST
STORM DRAINAGE IMPROVEMENTS
TOWN OF ST. PAULS
ROBESON COUNTY, NORTH CAROLINA
\�J
/ I �
E . 2 RCPLq
■
SILT FENCE
��' ■
18" CLASS B RIPRAP APRON
137.62' / / , / . ■
3�.44'00
/ r ■
AN
w /
\ \
LIMITS OF DISTURBANCE
Iz- to
40
40
40
\ ♦♦
i
30 0 15 30 60
GRAPHIC SCALE DIVISION VALUE = 30 FEET
OFFICE MANAGER
B. ROARK
PROJECT MANAGER
D. SABEH
DESIGNER
C. HEATHCOAT
REVIEWER
D. SABEH
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
SHEET
OVERVIEW OF WETLAND IMPACTS
STA. 17+00-25+50 C=1 7
DATE PROJECT # FUNDING #
FEBRUARY 2023 21.04018 N/A
U)
LL
O
z
O
17
OD
0
O
AR

SECTION
SCALE: HORIZ. 1 "= 20'
VERT. 1 "= 2'
18+50
155
150
145
140
135
.,.,,.^ -9 ......,r...---.-.-NT (TYP.)
80 70 60 50 40 30 20 10 0 10 20 30 40 50
18+00
155
150
145
140
135
80 70 60 50 40 30 20 10 0 10 20 30 40 50
17+50
155
150
145
140
135
80 70 60 50 40 30 20 10 0 10 20 30 40 50
55 Broad Street
MCgj Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
150
145
140
135
155
150
145
140
135
155
150
145
140
135
155
150
145
140
135
155
150
145
140
135
19+50
110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130
19+00
155
150
145
140
135
�,,gEFORF yG ELIZABETH ST & JOHNSON ST
STORM DRAINAGE IMPROVEMENTS
` `.� •TOWN OF ST. PAULS
Q� GING QP� ROBESON COUNTY NORTH CAROLINA
NO. DATE BY DESCRIPTION
20 0
10 20 40
GRAPHIC SCALE
DIVISION VALUE = 20 FEET
OFFICE MANAGER
DESIGNER
B. ROARK
C. HEATHCOAT
PROJECT MANAGER
REVIEWER
D. SABEH
D. SABEH
155
150
145
140
135
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
CROSS SECTIONS 17+50-20+00
DATE
FEBRUARY 2023
PROJECT # FUNDING #
21.04018 N/A
SHEET
C=20
U)
LL
0
z
0
0
0
AR

5' STE
(MIN.
STEEL
POST
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
MIN. 14 GAUGE 6"X6" WIRE
6' MAX EXTRA STRENGTH FABRIC WITHOUT
WIRE
FENCE
24" \�
rvr"T P%F"v ML—U11IV
THE TRENCH
FILTER
FABRIC
TIC OR
TIES
PLAN
SYMBOL
BACKFILL TRENCH EXISTING
AND COMPACT GROUND
THOROUGHLY
SECTION VIEW
UPSLOPE
8„ (DISTURBED AREA)
MIN.
SILT FENCE
NOT TO SCALE
1 Ir AMlAf AI 1
NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
4. REFERENCE NCDEQ LAND QUALITY
SECTION DESIGN MANUAL: 6.62.
MAINTENANCE:
1. INSPECT SEDIMENT FENCES AT LEAST
ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT
FENCE COLLAPSE, TEAR, DECOMPOSE OR
BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN
AND TO REDUCE PRESSURE ON THE
FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING
CLEANOUT.
4. REMOVE ALL FENCING MATERIALS
UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SQFT)
<2% 100 10,000
2 TO 5% 75 7,500
5 TO 10% 50 5,000
10 TO 20% 25 2,500
>20% 15 1,500
SECTION VIEW
r\/Trull'\ !'11 IT T!'1 rl rV
S
PLAN VIEW
END RIPRAP AT TIE IN OF
DROP. GRADE TO EX. GRADE
4,S SHOWN ON PLANS
18" CLASS B RIPRAP
3 PERMANENT RIPRAP OUTLET PROTECTION
NOT TO SCALE
� G
55 Broad Street
— Asheville, NC 28801 �� V
828.252.0575 !,� N
NC Firm License # C-0459 �i
mcgillassociate Q GING QP
NO. I DATE I BY
ADDITIONAL HORIZONTAL
BRACE AT OPENING
i
u
STANDARD HARDWARE
CLOTH - EXTEND 12"
BELOW GRADE
NOTES:
1. FILTER BARRIERS SHALL BE
INSPECTED IMMEDIATELY AFTER
EACH RAINFALL AND DAILY
DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS
NECESSARY.
2. FABRIC SHALL BE REPLACED
PROMPTLY IF FOUND TO BE IN
DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE
REMOVED AFTER EACH STORM
EVENT AND WHEN DEPOSITS
REACH APPROXIMATELY
HEIGHT OF BARRIER.
4. SILT FENCE OUTLETS SHALL
BE LOCATED AT LOW POINTS
IN CONTINUOUS RUNS OF SILT
FENCE.
8'-0" MAX.
4' O.C.
f
I
ATTACH HARDWARE CLOTH TO
POST SECURELY WITH TIES
u
-SILT FENCE OUTLET TO BE
LOCATED AT LOW POINT IN
SILT FENCE OR AS SPECIFIED
ELEVATION
STANDARD HARDWARE
CLOTH - EXTEND 12"
POST ---_BELOW GRADE
DRIP RAP FACED WITH #57
/ WASHED STONE - 6" THK. MIN.
12a
I �
GROUND
OPTIONAL 5' x 10' x 2' DEEP
SEDIMENT TRAP
8" EXCAVATE 8" x 12" TRENCH
UPSLOPE ALONG LINE OF POSTS.
EXTEND HARDWARE CLOTH INTO
TRENCH. BACKFILL TRENCH AND
COMPACT SOIL.
SECTION VIEW
2 SILT FENCE - OUTLET
NOT TO SCALE
SECURE FILTER TUBE T
GRATE W/ WIRE TIES
.:.,fit:, . Sr'.•.f ;'.��y.:.. •
EX. ASPHALT ,•:::,; •: .::.•ti•r • • ;.:i
EX. CONCRETE A
PRON
12" 0
% EXIS
ANCHOR TUBE SUFFICIENT
PREVENT BYPASS FLOW
:a is • •..
Ao
=1LTER TUBE
1NG INLET
EXISTING CONC. CURB AND GUTTER
NOTE:
REMOVE SEDIMENT FROM BEHIND FILTER TUBE WHEN DEPTH
HAS REACHED APPROXIMATELY 6"
FILTER TUBE INLET PROTECTION -
PAVED CONDITION - CURB AND GUTTER SECTION
NOT TO SCALE
DESCRIPTION
ELIZABETH ST & JOHNSON ST
STORM DRAINAGE IMPROVEMENTS
TOWN OF ST. PAULS
ROBESON COUNTY, NORTH CAROLINA
EXISTING ROAD
EC
24
6" HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD
36' MIN.
FILTER FABRIC
50' MIN.
4'
6" HUMP TO DIVERT RUNOFF"
FROM EXISTING ROAD
2"-3" COARSE AGGREGATE
(RAILROAD BALLAST)
FILTER FABRIC
NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL
BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM AN EXISTING ROAD.
2. STONE TO BE 2 - 3 INCH WASHED STONE RAILROAD BALLAST.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING
PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE
AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS
MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT BASIN.
6. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.06.
TEMPORARY CONSTRUCTION ENTRANCE
UPDATED MARCH, 2017
NOT TO SCALE
50 0 25 50 100
GRAPHIC SCALE DIVISION VALUE = 50 FEET
OFFICE MANAGER DESIGNER
B. ROARK C. HEATHCOAT
PROJECT MANAGER REVIEWER
D. SABEH D. SABEH
6"
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
EROSION CONTROL DETAILS 1 OF 2
DATE
FEBRUARY 2023
PROJECT # FUNDING #
21.04018 N/A
SHEET
C=30

12"
30cm
DEWATERING (EACH FACE) r CONCRETE BLOCK
omm;gmu
YARD INLET
®CONCRETE TOP
p ® NOT SHOWN
® ®® FOR CLARITY
8
2:1 SLOPE, GRAVEL FILTER
TEMPORARY SEDIMENT
1'
2'
SEDIMEN
_ WIRE
MAINTENANCE REQUIREMENTS:
1. CONTRACTOR SHALL INSPECT THE GRAVEL FILTER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL AND MAKE REPAIRS AS NEEDED.
2. CONTRACTOR SHALL REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
SUBSEQUENT RAINS.
3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, CONTRACTOR SHALL
REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL. CONTRACTOR SHALL BRING THE DISTURBED AREA TO
PROPER GRADE, THEN SMOOTH AND COMPACT IT AND APPROPRIATELY STABILIZE ALL BARE AREAS
AROUND THE INLET.
4 TYPICAL GRATE INLET PROTECTION DETAIL (TEMPORARY)
NOT TO SCALE
gEFORF y
� G
55 Broad Street
Asheville, NC 28801 >� V
Cgi 828.252.0575 kNe N
NC Firm License # C-0459 �i 9,��
mcgillassociate Q GING QP
NO. I DATE I BY
DEWATERING
16"
J
YARD INLET
CONCRETE TOP
EXISTING STREAM—\ 3.t
WORK AREA --N
IMPERVIOUS SANDBi
TO BE INSTALLED
IN CHANNEL 3' HEN
INSTALL EARTHEN BERM TO PROTEi
STREAM IF DEVICE WERE TO FAIL
1
DEWATERING DEVICE — GRAVITY—
GEOTEXTILE FILTER BAG
(US FILTER BAG OR EQUAL)
PLACE DEWATERING DEVICE
ON NO. 57 STONE PAD
IMPERVIOUS
3' HEIGHT
_ _ _ _ _ _
\ \ \ \//\//\ / \// (15cm )
........................ --, ,--, --, ,--,
........................ .
......................^ ........... 6„
...................... ^ ............
^ (15cm)
�—,
. .
--2"-5
(5cm-12.5cm)
........... r-, ................
............... ^ ....................
........................ ^ .......................
^ ^
�, —, ^
......................... ^ ...................
........................ ^ ......................
3"
......................... ............................. (7.5cm)
NOTES:
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF RECP'S
EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"
APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND
D TEMPORARY
FOLD REMAINING 12" PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF
OUND
STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE RECP'S.
3. ROLL THE RECP'S DOWN OR HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE.
ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING AND SPACING STAPLES/STAKES IN APPROPRIATE LOCATIONS PER
MANUFACTURER RECOMMENDATIONS.
4. THE EDGES OF PARALLEL RECP'S MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING ON RECP'S TYPE.
5. CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP.
STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE RECP'S WIDTH.
6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE
RECP'S.
7. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS.
8. SEE GRADING PLAN FOR LOCATIONS 0 CUT AND FILL SLOPES.
9. MATTING SHALL BE : NORTH AMERICAN GREEN SC150, AMERICAN EXCELSIOR EROSION CONTROL BLANKET, OR EQUAL. INSTALL ON ALL
DISTURBED SLOPES (CHOSEN PRODUCT MUST BE RATED FOR SLOPES OF 2:1 OR 1:1). SEE PLAN FOR PRODUCT TYPE THAT MAY BE SPECIFIED
10. ALLOW 3" MIN. OVERLAP BETWEEN PARALLEL STRIPS.
11. BURY THE TOP OF THE MAT IN A TRENCH 4" OR MORE IN DEPTH. TAMP THE TRENCH FULL SOIL. SECURE WITH ROW OF STAPLES, 10"
SPACING, 4" DOWN FROM THE TRENCH. OVERLAP END OF TOP STRIP 4" AND STAPLE.
Y DISSIPATOR
NOTES:
1. PUMP AROUND SYSTEM SHALL BE USED IN THE AREA OF CONSTRUCTION AND SHALL BE MOVED AS NEEDED
AS CONSTRUCTION PROGRESSES.
2. CONTRACTOR SHALL FIRST INSTALL ALL EROSION CONTROL MEASURES AS SHOWN IN PLANS AND ABOVE
DETAIL.
3. CONSTRUCT IMPERVIOUS DIKE ON UPSTREAM SIDE OF EXISTING CHANNEL AND INSTALL TEMPORARY BYPASS
PUMP TO DIVERT WATER AROUND CONSTRUCTION AREA.
4. CONSTRUCT IMPERVIOUS DIKE ON DOWNSTREAM SIDE OF EXISTING CHANNEL TO PREVENT BACKING UP OF
STREAM WATER INTO THE CONSTRUCTION AREA.
5. DEWATER THE CONSTRUCTION AREA USING ANOTHER TEMPORARY PUMP AND DISCHARGE THE WATER INTO A
DEWATERING BASIN UNTIL SEDIMENT HAS SETTLED AND WATER CAN BE DISCHARGED BACK INTO THE
STREAM.
6. BEGIN STREAM BANK REPAIR. CONTRACTOR SHALL INSPECT SYSTEM DAILY BEFORE BEGINNING ANY
CONSTRUCTION. NO CONSTRUCTION SHALL CONTINUE IF SYSTEM IS NOT FULLY OPERATIONAL.
7. ANY WASH MATERIAL REMOVED FROM BYPASS AREA SHOULD BE STORED OUTSIDE THE FLOOD ZONE UNTIL
CONSTRUCTION IS COMPLETE.
8. UPON COMPLETION OF STREAM BANK REPAIR, REMOVE BYPASS SYSTEM WITHIN TWO (2) CALENDAR DAYS.
9. STABILIZE ALL AREAS DISTURBED DURING CONSTRUCTION.
10. CONTRACTOR SHALL RECEIVE PRIOR APPROVAL FROM ENGINEER IF CHOOSING TO USE ANOTHER METHOD IN
LIEU OF BYPASS CHANNEL.
DESCRIPTION
TEMPORARY STREAM BYPASS DETAIL
ELIZABETH ST & JOHNSON ST
STORM DRAINAGE IMPROVEMENTS
TOWN OF ST. PAULS
ROBESON COUNTY, NORTH CAROLINA
EXCAVATED CUT
SLOPE
EROSION CONTROL BLANKET
10"
METAL STAPLE
COMPACTED FILL
SLOPE
EC SLOPE MATTING INSTALLATION
11 UPDATED MARCH, 2017
NOT TO SCALE
50 0 25 50 100
GRAPHIC SCALE DIVISION VALUE = 50 FEET
OFFICE MANAGER
B. ROARK
PROJECT MANAGER
D. SABEH
DESIGNER
C. HEATHCOAT
REVIEWER
D. SABEH
SCO'Oc�
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
EROSION CONTROL DETAIL 2 OF 2
DATE
FEBRUARY 2023
PROJECT # FUNDING #
21.04018 N/A
SHEET
C=31
U)
U-
O
z
O
0
0
AR

z
TOP OF FILL TOP OF FILL TOP OF FILL 0 O
H Q
Q
H 0 U
GROUND LINE H GROUND LINE H GROUND LINE H LL J 1--1 Z
0002
LLI Q CC Z LL 2
i1 ru T_r rn
iu in QU�pH
nr nr ! m ul m
= COMPACT AFTER = - COMPACT AFTER
I PIPE IS PLACED II _ _ - _ _ T,J
PIPE IS PLACED F- 2 ~ Z W
iu in & PRIOR TO ul rn ' & PRIOR TO w U)HO
PLACEMENT OF - - TYPE 2 =r' PLACEMENT OF O H Q
_ FILL _ °Irl GEOTEXTILE IIr FILL z H Cr
= nl �IFul_ m I.D./6 MIN. rh• ..In H H
I.D./6 MIN..••`..° NOT LESS _ .•'. .° .. ..
CL
NOT LESS THAN 6" ° I.D./6 MIN. Irl=u=nr=ul=Ur _ur= nl Jn=lug THAN 6° rrl=nl=w_ul .Ilr =ul_ Ip _"r=ui EARTH T W
O.D. + 3' NOT LESS THAN 6" 1/2" PER FOOT OF 'r C)BUT NOT LESS THAN 12"
ROCK O.D. + 3' NOR MORE THAN 24" O.D. + 3'
NORMAL EARTH FOUNDATION ROCK FOUNDATION AS DIRECTED BY EN.-
PIPE IN TRENCH UNSUITABLE MATERIAL FOUNDATION
TOP OF FILL TOP OF FILL TOP OF FILL
Z
O
Ir �
H H H p a
w
O J
z J
GROUND LINE GROUND LINE H Q
MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D.
GROUND LINE TYPE 2 r
j.- :` - - - - - - - �•j GEOTEXTILE ,•:` - - - - - - - - = 2 (I% W
z
.:=11�rll=rlr=r I Lr COMPACT AFTER
W
-111 �III�1 Iry Mellr T - ITI ".•
-PIPE IS PLACED D-
& PRIOR TO _
. I.D./6 MIN. - - PLACEMENT OF Cr W
NOT LESS THAN 6" ur_=m_"1=m _ul-N ="r_r" FILL Lul>m=_u=rn=ul_ nr _In =_uru
I.D./6 MIN. AS DIRECTED < d in
COMPACT AFTER O.D. + 2' I.D./6 MIN. NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER z
CD
PIPE IS PLACED NOT LESS THAN 6" O.D.+ 2' Q d H
& PRIOR TO 112" PER FOOT OF 'H' 2
PLACEMENT OF BUT NOT LESS THAN 12"
FILL NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE THAN 24" UNSUITABLE MATERIAL FOUNDATION W
PIPE ABOVE GROUND Q O
GENERAL NOTES:
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS Q O
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. 0
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. - - - - - SPRINGLINE OF PIPE S WW
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ® SELECT BACKFILL MATERIAL CLASS III OR CLASS II, G
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT.
APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE.
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. rrGrll= rll _II UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILLK?m WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER. SHEET 2 OF 3
ACCOMPLISH COMPACTION. 1300.
0 0. 01
FLEXIBLE PIPE J o
Round Corruaated Steel Pipe
2 2/3 x 1/2 corrugation
Diameter Minimum cover Maximum Height of Cover (feet)
inches inches (Ga) 16 14 12 10 8
12 12 204 256
15 12 162 204
18 12 135 169 239
21 12 115 145 204
24 12 100 126 178
30 12 79 100 142
36 12 65 83 117 152
42 12 55 70 100 130 160
48 12 48 61 87 113 139
54 12 54 77 100 123
60 12 69 90 111
66 12 81 100
72 12 74 91
78 12 81
84 12 69
HOPE * (Minimum fill) 2' for pipe diameters >_ 12" and <_ 60"
* (Maximum fill) 20' for pipe diameters <_ 24"
17' for pipe diameters >_ 30" and <- 60"
PVC * (Minimum fill) 2' for pipe diameters >- 12" and <_ 36"
* (Maximum fill) 30' for pipe diameters > 12" and < 36"
* FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
TO THE BOTTOM OF THE PAVEMENT STRUCTURE
Round Corruaated Aluminum Pipe
2 2/3 x 1/2 corrugation
Diameter Minimum cover Maximum Height of Cover (feet)
inches inches (Ga) 16 14 12 10 8
12 12 123 155 218 281 344
15 12 98 123 174 224 275
18 12 81 102 144 187 228
21 12 69 87 123 160 195
24 12 60 76 108 139 171
27 12 67 95 123 151
30 12 60 85 111 136
36 12 50 71 92 113
42 12 60 78 96
48 12 52 68 84
54 12 46 50 74
60 12 50 62
66 12 51
72 12 41
* FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO
ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION.
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
CSP AASHTO M36
CAAP - AASHTO M196
HOPE - AASHTO M294
PVC - ASTM F949 or AASHTO M304
NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
RIGID
PIPE
RCP - (Minimum
fill)
1' for Class
IV & CLASS V
2' for Class
III & Class II
REFER
TO THE FOLLOWING FOR PIPE SPECIFICATIONS
* (Maximum
fill)
10' - Class
II pipe
RCP
- AASHTO M170
20' - Class
III pipe
30' - Class
IV pipe
40' - Class
V pipe
(For fills > 40'
& < 80'
use LRFD Direct
Design Method)
NOTES:
FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
* FILL HEIGHT IS MEASURED FROM
THE TOP OF
THE PIPE
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
TO THE BOTTOM OF THE
PAVEMENT STRUCTURE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
2"-3" S9.5B OR
S9.5C
11" B25.OB OR B25.00
SURFACE
COURSE
BASE COURSE
7
EXISTING EXISTING -
1'-O" 2'-0" X 2'-0" 11 -O
H co
F-
}
Q Q
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w J O H
O O S Z
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O O O 2
W Q Q w 2
Q U Er 0 H
H
U)HOJ w
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D H
CL
W
o
PAVEMENT REPAIRS ON ROADS TO BE RESURFACED
D
X
W
(PIPE IS PLACED UNDER EXISTING PAVEMENT)
1211
1' 4"
7' 4"
15"
1'
7r_7rr
m
0
18"
1'-10"
7'-10"
LL
O
24"
2'-6"
8'-6"
z
d
CC w
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30
3'-
f
g -1
2" S9.5B OR S9.5C
SURFACE COURSE
H
H H
36
3 8
9 8
cc
d x
11" B25.OB OR B25.00
0
W
BASE COURSE
-7/
48"
5' 0"
110' 0"
- - - - - - - -
Cr
Q
w
EXISTING
EXISTING
Z d
- - - -
-- --
z
<
Cr
1 0"
2'-0" X 2'-0"
1'-O"
~
d
W
>_
> U)
w
o
a o
W
PAVEMENT REPAIRS ON ROADS NOT TO BE RESURFACED
(PIPE IS TO BE PLACED UNDER EXISTING PAVEMENT) SHEET 1 of 1
654.01
gEFORF y
55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License >m r-r%
me9 illassociates.com Q� GING QP�
/ SLOPE AS INDICATED ON PLANS
PLACE GROOVE OR
BELL END OF PIPE 9
TO FACE OF WALL
\ S
I I T
I I I I N
0
13 CONC.
PIPE #4-BARS
PLAN
B
FOOTING
(IF CONST. JOINT IS USED) DOWEL
G M G END ELEVATION BAR-"X"
L DOWEL
OPTIONAL CONSTRUCTION JOINT
ELEVATION
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
PIPE
SINGLE PIPE
DOUBLE PIPE
LOC.
DIA.
15"
18"
24"
30"
36"
42"
48"
15"
18'
24"
30"
36"
42"
48"
BARS
"X"
"X„
"X"
"X"
"X"
"X"
Y*
"X"
Y*
"X"
"X"
„x"
11F,"X"
"X"
Y*
"X"
Y*
G
OTY.
2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
M
OTY.
-
-
-
-
-
-
-
1
1
2
2
2
2
3
G
QTY.
2
2
3
3
4
4
5
2
2
3
3
4
4
5
TOTAL LBS.
9
9
14
14
19
55
65
12
12
19
19
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S
L
YD3
M
L
YD3
15"
T-3"
1'-8"
2'-9"
21/4
91/2"
5'-6"
0.7
2'-2"
7'-8"
1.0
18"
3'-7"
1'-10"
3'-2"
2112"
10"
6'-4"
1.0
2'-7"
8'-11"
1.3
24"
4'-2"
2'-1"
4'-0"
3"
10"
a'-Q"
1.5
3'-5"
1V-5"
2.0
30"
5'-0"
2'-6"
4'-7"
41/4„
111/2„
9,_2„
2.3
4,_3"
13,_5„
3.1
36"
5'-8"
2'-8"
5'-6"
43/4"
111/2"
11'-0"
3.4
5'-0"
16'-0"
4.5
42"
6'-2"
3'-1°
6'-4"
51/4
111/2"12'-8"
4.5
5'-10"
18'-6"
6.0
48"
6'-9"
3'-5"
7'-2"
53/4
111/2"
14'-4"
6.0
1 6'-8"
21'-0"
8.0
*SEE SHEET 3
GENERAL NOTES:
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1"
PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42"
AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN
ENDWALL LENGTH.
CONSTRUCT BOTTOM SLAB WITH FORMS.
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
USE CLASS "B" CONCRETE.
BACK OF CURB
rIsm- X
Y
f SECTION Y-Y
RISER HT.
VARIES
6' _
v.
WHERE 30" TO 36" PIPE IS USED
R_TCFR HT--
VARIES - - - - -
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
SECTION X-X
SEE
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
,ENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
8'-0TO 16'-O" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
TOP ELEVATION
6„ .o
o E--1 B
"o
6„ v. C 6„
D J°
T SECTION J-J
WHERE 30" TO 36" PIPE IS USED
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PLAN PLAN SHEET 1 of 2
840.02
ELIZABETH ST & JOHNSON ST
STORM DRAINAGE IMPROVEMENTS
TOWN OF ST.
PAULS
ROBESON COUNTY, NORTH CAROLINA
DESCRIPTION
6" E--j
6„ 6"
ACES
1 %2 „ 1 1/2
3"
R m - R
j U U
Q Q
U) U) U) U)
m Q w
Q�
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as ao
aw aw
M
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PLAN OF TOP SLAB SECTION S-S
6" E #8 "W" BARS #4 BAR
#4 BARS "V" a
@ EQUAL SPACES
m
#4 BARS °U" r^--�
1 %2 „
SECTION R-R DOWEL
I- 6' 0"�
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2% AND UNDER
3'-0" 3'-0" I DEPRESSED GUTTER LINE
EXPANSION JOINT I °J
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT
8„ TOP
USE ON GRADES OVER 2% ELEV.
- MAX.6_0O ESSED GUTTER LINE
loll EXPANSION JOINT 1 O ICI MqxM
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
BARS-V
BARS-W
TOTAL
TOP
SLAB
BOTTOM
SLAB
TOT. CONC.
HEI MINIMUM
HEIGHT H
D
A
B
C
G
H
E
F
NO.
LENGTH
NO.
LENGTH
NO.
LENGTH
LBS.
C.M.
R.C.
12"
3'-0"
2'-2"
--
--
2'-9"
--
--
--
--
--
--
--
--
--
--
0.235
0.772
0.015
0.026
15"
3'-0"
2'-2"
3'-0°
0.235
0.829
0.023
0.036
18"
3'-0"
2'-2"
T-3°
0.235
0.887
0.033
0.049
24"
3'-0"
2'-2"
T-9"
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2"
3'-4"
4'-3"
1' 2"
4'-0"
4
1' 5"
2
T-9"
3
3' 9"
39
0.123
0.321
1.433
0.092
0.127
36
3'-0"
2'-2"
3'-10"
4'-9"
1' 8"
4'-0"
4
1' 11"
3
3'-9"
3
3' 9"
43
0.161
0.358
1.714
0.132
0.178
42°
3'-0"
2'-2"
4'-5"
5'-3"
1'-5"
3'-2"
4
1'-8"
2
2'-11"
3
2'-11"
32
0.112
0.318
1.738
0.180
0.243
48°
3'-0"
2'-2"
5'-0"
5'-9"
2' 0"
3'-2"
4
2' 3"
3
2'-11"
3
2'-11"
35
0.145
10.352
2 052
0.235
0.317
54"
3'-0"
2'-2„
5'-7„
6'-3„
2' 7"
3'-2"
4
2' 10"
5
2'-11"
3
2' 11"
41 0.180 0.386 2.387 0.297 0.401
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
43'1 NOTE: USE TYPE "E", "F" AND "G" GRATE
UNLESS OTHERWISE NOTED. MN
PLAN
FRAME,GRATE, & HOOD ASS'Y
SECTION - AA
3/ rr 3/ rl
if-16 1 6
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6" 6rr
3/2rl 3r Orl 3/21r
SECTION - KK
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SECTION - LL
ALIGN FRAMEEDGE OF WALFOR VERTICA. 1„
WALL SECTION°.o r
SECTION - BB T
K
J
L r► M
L► L L► M
J
FRAME PLAN
3'-0%8"
R
1/2,r
6rr 2r_0rr
3/4"
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2'-11/2"
R
HOOD ELEVATION
DETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
TYPE "G" TYPE "E" TYPE "F"
WATER FLOW SAG WATER FLOW
----------------------------------
WATER FLOW SAG E WATER FLOW `-
TYPE "F" TYPE "E" TYPE "G"
P
RAISED FLOW ARROW 23/II
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P O 1 %2Li "
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1%2" 13/II `-
2'-113/4"
i2"-1 [--t i$„
I P
13/ 1/ SECTION A -A
TYPE - F
NOT TO SCALE
OFFICE MANAGER
B. ROARK
PROJECT MANAGER
D. SABEH
DESIGNER
C. HEATHCOAT
REVIEWER
D. SABEH
c+�
SECTION - PP
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2'-113/4"
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MISCELLANEOUS DETAILS 1 OF 2
DATE PROJECT # FUNDING #
FEBRUARY 2023 21.04018 N/A
HEET 2 OF 2
840.03
SHEET
C=32
:Q
NO. DATE BY

SEE DETAIL OF APRON
SUPPORT NOTCH - SEE TOP ELEVATION
STD. 840.17 SHEET 1
DITCH GRADE -r
13' 83/4 "
3,_B„
L OPENING- PERMISSIBLE
L IN WALL FOR DOWEL"C"
TROUGH PART SECTIO
PART SECTION V-V DOWEL 61,62 OR 63
DOUBLE FRAME & GRA'
I I
mF I
MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE GRATED DROP INLET(
DIMENSIONS OF BOX AND PIPE
REINFORCING STEEL - NO. 4 BARS
PE
SPAN
WIDTH
SPAN
WIDTH
HEIGHT
BARS E
BARS F
BARS G
BARS H
T
J
K
L
M
H
NO.
LENGTH
NO.
LENGTH
NO.
LENGTH
NO.
LENGTH
L
2"
T-8„
2'-0°
3,-8"
2'-0"
3'-9°
-
-
-
-
-
-
-
-
5"
3'-8„
2'-0°
3'-8"
2'-0'
4'-0"
-
-
-
-
-
-
-
-
8°
2'_0"
4'-3"
-
-
-
-
-
-
-
-
4"
2'-10"
4'-9"
8
V-5"
6
4'-9"
-
-
-
-
0l,
3�_8„
3' S,
5'_3„
8
2'_0„
7
4,_9,
-
-
-
-
6"
4' 0"
4' 0"
5'-9"
8
2' 5"
8
4' -11"
4
0'-9"
2
4'-11"
2"
4'-10"
4'-10"
6'-3"
10
3'-1"
9
5'-7"
V-5"
3
5' 7"
B"
5'-4"
5'-4"
6'-9"
11
T-7"
10
6'-1°
V-11"
4
6'-1"
4"
6'-0"
6'-0°
7'-3"
12
4'-1"
11
6'-7"
2'-5"
5
6'-7"
)"
6'-6"
6'-6"
7'-9"
13
4'-9"
12
V-3"
3'-1"
6
7'-3"
B"
7'-2"
7'-2"
8'-3"
14
5'-4"
14
V-10"
3' 7"
7
7'-10"
8'-9"
15
5'-11°
PLAN
-FLOWLINETOP ELEVATION
33" MIN. ALL SIZES DITCH GRADE
#4 BAR
N
6"►I
DOWEL -A
TOP ELEVATION CL DITCH
SEE DETAI
Ll
K
2„
@ 6 CTS.
6
3"
T
T
"H" BARS
4-
FBARS
�,F�� sl
7
BARS
4" MIN.
@ 6 CTS.
i
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1
1
6„
M
1
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STEP STD.
� 840.66 �
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4'-0"
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8'-0"
10'-0"
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0.665
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107 0.951 3.589 0.444 5.072 0.297 0.401
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USE CLASS "B" CONCRETE THROUGHOUT. Q
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FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
ACCORDANCE WITH AASHTO M199.
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12"
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WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC CONSTRUCT
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM
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LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE To TOP OF
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CURB AND GUTTER, PLACE %2" EXPANSION JOINTS AT 25' INTERVALS.
PLACE GROOVE JOINTS 1" DEEP AT 12'-6" INTERVALS BETWEEN EXPANSION JOINTS.
-FILL AND SEAL THE TOP %2" OF THE EXPANSION JOINTS AND 1" OF CONTRACTION
JOINTS WITH APPROVED JOINT SEALING COMPOUND.
SHEET 3 OF 3
846.01
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6" 2' 0" %8" RAD. 91, 9 3/4" RAD. 2" RAD. PAVEMENT jg" RAD. SURFACE Q Q
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GENERAL NOTES: GROOVED OR SAWN z 0 cc
-PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT JOINT WITH JOINT Q W cc
A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
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WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. 1 1/8" RAD. GUTTER w G
-JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. a. /8 RAD. PAVEMENT SURFACE V Z
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE Q Z Q
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. 7:' :1 . ;a:, . o ';a = O V
CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 1%2" DEEP. a °C
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8 X6 MEDIAN CURB, p••o. o 0 0' o'.
WITH JOINT FILLER AND SEALER. PROPOSED
-SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO CURB & GUTTER PROP. %2" F_ JOINT FILLER
ALL RIGID OBJECTS. JOINT PAVEMENT
LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
SECTION VIEW OF JOINTS SHEET 1 of 3
846.01
ELIZABETH ST & JOHNSON ST
STORM DRAINAGE IMPROVEMENTS
TOWN OF ST. PAULS
ROBESON COUNTY, NORTH CAROLINA
NO. DATE BY DESCRIPTION
NOT TO SCALE
OFFICE MANAGER
B. ROARK
PROJECT MANAGER
D. SABEH
DESIGNER
C. HEATHCOAT
REVIEWER
D. SABEH
PRELIMINARY
- FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
MISCELLANEOUS DETAILS 2 OF 2
DATE PROJECT # FUNDING #
FEBRUARY 2023 21.04018 N/A
SHEET
C=33
H-
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0
0

APPENDIX 3
NCHPO HPOWEB Map

N C H P O H P OWE B M a p
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APPENDIX 4
IPAC Consultation Package

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To: February 06, 2023
Project Code: 2023-0042046
Project Name: St.Pauls Elizabeth -Johnson Street Storm Drainage Project
Subject: List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
The enclosed species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and final designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. The species list fulfills the
requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the
Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). If your project area
contains suitable habitat for any of the federally -listed species on this species list, the proposed
action has the potential to adversely affect those species. If suitable habitat is present, surveys
should be conducted to determine the species' presence or absence within the project area. The
use of this species list and/or North Carolina Natural Heritage program data should not be
substituted for actual field surveys.
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered

02/06/2023
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts) that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a biological
evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12.
If a Federal agency determines, based on the Biological Assessment or biological evaluation, that
listed species and/or designated critical habitat may be affected by the proposed project, the
agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service
recommends that candidate species, proposed species and proposed critical habitat be addressed
within the consultation. More information on the regulations and procedures for section 7
consultation, including the role of permit or license applicants, can be found in the "Endangered
Species Consultation Handbook" at:
http://www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF
Migratory Birds: In addition to responsibilities to protect threatened and endangered species
under the Endangered Species Act (ESA), there are additional responsibilities under the
Migratory Bird Treaty Act (MBTA) and the Bald and Golden Eagle Protection Act (BGEPA) to
protect native birds from project -related impacts. Any activity, intentional or unintentional,
resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by
the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more
information regarding these Acts see https://www.fws.gov/birds/policies-and-regulations.php.
The MBTA has no provision for allowing take of migratory birds that may be unintentionally
killed or injured by otherwise lawful activities. It is the responsibility of the project proponent to
comply with these Acts by identifying potential impacts to migratory birds and eagles within
applicable NEPA documents (when there is a federal nexus) or a Bird/Eagle Conservation Plan
(when there is no federal nexus). Proponents should implement conservation measures to avoid
or minimize the production of project -related stressors or minimize the exposure of birds and
their resources to the project -related stressors. For more information on avian stressors and
recommended conservation measures see https://www.fws.gov/birds/bird-enthusiasts/threats-to-
birds.php.
In addition to MBTA and BGEPA, Executive Order 13186: Responsibilities of Federal Agencies
to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities
that might affect migratory birds, to minimize those effects and encourage conservation measures
that will improve bird populations. Executive Order 13186 provides for the protection of both
migratory birds and migratory bird habitat. For information regarding the implementation of
Executive Order 13186, please visit https://www.fws.gov/birds/policies-and-regulations/
executive-orders/e0-13186. php.

02/06/2023
3
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Code in the header of
this letter with any request for consultation or correspondence about your project that you submit
to our office.
Attachment(s):
• Official Species List
• Migratory Birds

02/06/2023
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

02/06/2023
Project Summary
Project Code: 2023-0042046
Project Name: St.Pauls Elizabeth -Johnson Street Storm Drainage Project
Project Type: Drainage Project
Project Description: St.Pauls, North Carolina
Project Location:
Approximate location of the project can be viewed in Google Maps: https:
www. google.com/maps/(a34.79889085,-78,96804406651196,14z
E Suck "A
Counties: Robeson County, North Carolina

02/06/2023 3
Endangered Species Act Species
There is a total of 5 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesi, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Mammals
NAME STATUS
Tricolored Bat Perimyotis subflavus Proposed
No critical habitat has been designated for this species. Endangered
Species profile: https:Hecos.fws.gov/ecp/species/10515
NAME
STATUS
Red -cockaded Woodpecker Picoides borealis
Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/7614
Reptiles
NAME
STATUS
American Alligator Alligator mississippiensis
Similarity of
No critical habitat has been designated for this species.
Appearance
Species profile: https:Hecos.fws.gov/ecp/species/776
(Threatened)
Insects
NAME
Monarch Butterfly Danaus plexippus
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/9743
STATUS
Candidate

02/06/2023
Flowering Plants
NAME
Michaux's Sumac Rhus michauxii
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/5217
STATUS
Endangered
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

02/06/2023
Migratory Birds
Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and Golden Eagle
Protection Actz.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and consider
implementing appropriate conservation measures, as described below.
1. The Migratory Birds Treat. Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
The birds listed below are birds of particular concern either because they occur on the
USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your
project location. To learn more about the levels of concern for birds on your list and how this
list is generated, see the FAQ below. This is not a list of every bird you may find in this location,
nor a guarantee that every bird on this list will be found in your project area. To see exact
locations of where birders and the general public have sighted birds in and around your project
area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species
on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing
the relative occurrence and abundance of bird species on your list are available. Links to
additional information about Atlantic Coast birds, and other important information about your
migratory bird list, including how to properly interpret and use your migratory bird report, can be
found below.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE
SUMMARY at the top of your list to see when these birds are most likely to be present and
breeding in your project area.
NAME BREEDING SEASON
Chimney Swift Chaetura pelagica Breeds Mar 15 to Aug
This is a Bird of Conservation Concern (BCC) throughout its range in the 25
continental USA and Alaska.
Prothonotary Warbler Protonotaria citrea Breeds Apr 1 to Jul 31
This is a Bird of Conservation Concern (BCC) throughout its range in the
continental USA and Alaska.
Red-headed Woodpecker Melanerpes erythrocephalus Breeds May 10 to Sep
This is a Bird of Conservation Concern (BCC) throughout its range in the 10
continental USA and Alaska.

02/06/2023
Probability Of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the
FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting
to interpret this report.
Probability of Presence (■)
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4-week
months.) A taller bar indicates a higher probability of species presence. The survey effort (see
below) can be used to establish a level of confidence in the presence score. One can have higher
confidence in the presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in
the week where the species was detected divided by the total number of survey events for
that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee
was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is
0.25.
2. To properly present the pattern of presence across the year, the relative probability of
presence is calculated. This is the probability of presence divided by the maximum
probability of presence across all weeks. For example, imagine the probability of presence
in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12
(0.25) is the maximum of any week of the year. The relative probability of presence on
week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the
probability of presence score.
Breeding Season( )
Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across
its entire range. If there are no yellow bars shown for a bird, it does not breed in your project
area.
Survey Effort (1)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 10km grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
No Data (—)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe

02/06/2023 3
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on
all years of available data, since data in these areas is currently much more sparse.
SPECIES
Chimney Swift
BCC Rangewide
(CON)
Prothonotary
Warbler
BCC Rangewide
(CON)
- probability of presence breeding season I survey effort — no data
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Red-headed
Woodpecker — —
BCC Rangewide
(CON)
Additional information can be found using the following links:
• Birds of Conservation Concern https://www.fws.gov/program/migratory-birds/species
• Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library
collections/avoidins7-and-minimizins7-incidental-take-mis7ratorv-birds
• Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/
documents/nationwide-standard-conservation-measures.pdf
Migratory Birds FAQ
Tell me more about conservation measures I can implement to avoid or minimize impacts
to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize
impacts to all birds at any location year round. Implementation of these measures is particularly
important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very
helpful impact minimization measure. To see when birds are most likely to occur and be breeding
in your project area, view the Probability of Presence Summary. Additional measures or permits
may be advisable depending on the type of activity you are conducting and the type of
infrastructure or bird species present on your project site.
What does IPaC use to generate the list of migratory birds that potentially occur in my
specified location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern
(BCQ and other species that may warrant special attention in your project location.

02/06/2023 4
The migratory bird list generated for your project is derived from data provided by the Avian
Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding,
and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the 10km grid cell(s) which your project intersects, and that have been identified as
warranting special attention because they are a BCC species in that area, an eagle (Eagle Act
requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your
project area. It is not representative of all birds that may occur in your project area. To get a list
of all birds potentially present in your project area, please visit the Rapid Avian Information
Locator (RAIL,) Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds
potentially occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data
provided by the Avian Knowledge Network (AKN). This data is derived from a growing
collection of survey, banding, and citizen science datasets.
Probability of presence data is continuously being updated as new and better information
becomes available. To learn more about how the probability of presence graphs are produced and
how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding, wintering or migrating in my area?
To see what part of a particular bird's range your project area falls within (i.e. breeding,
wintering, migrating or year-round), you may query your location using the RAIL Tool and look
at the range maps provided for birds in your area at the bottom of the profiles provided for each
bird in your results. If a bird on your migratory bird species list has a breeding season associated
with it, if that bird does occur in your project area, there may be nests present at some point
within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not
breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern
throughout their range anywhere within the USA (including Hawaii, the Pacific Islands,
Puerto Rico, and the Virgin Islands);
2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation
Regions (BCRs) in the continental USA; and
3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on
your list either because of the Eagle Act requirements (for eagles) or (for non -eagles)
potential susceptibilities in offshore areas from certain types of development or activities
(e.g. offshore energy development or longline fishing).

02/06/2023 5
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made,
in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC
species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles,
please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species
and groups of bird species within your project area off the Atlantic Coast, please visit the
Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides
birds that may be helpful to you in your project review. Alternately, you may download the bird
model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical
Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use
throughout the year, including migration. Models relying on survey data may not include this
information. For additional information on marine bird tracking data, see the Diving Bird Study
and the nanotag studies or contact Caleb Spiegel or Pam Lorin.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid
violating the Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of
birds of priority concern. To learn more about how your list is generated, and see options for
identifying what other birds may be in your project area, please see the FAQ "What does IPaC
use to generate the migratory birds potentially occurring in my specified location". Please be
aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that
overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no
data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey
effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of
certainty about presence of the species. This list is not perfect; it is simply a starting point for
identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you
know what to look for to confirm presence, and helps guide you in knowing when to implement
conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell
me about conservation measures I can implement to avoid or minimize impacts to migratory
birds" at the bottom of your migratory bird trust resources page.

02/06/2023
IPaC User Contact Information
Agency: St. Pauls town
Name: Alex Lowdermilk
Address: 1240 19th Street Lane NW
City: Hickory
State: NC
Zip: 28601
Email [e-mail]
Phone: [phone]

APPENDIX 5
Preliminary Jurisdictional Determination (PJD)

rA Shaping Communities Together
meJ ill
February 8, 2023
Gary Beecher
US Army Corps of Engineers
Washington Regulatory Field Office
2407 West Fifth Street
Washington, North Carolina 27889
RE: Elizabeth -Johnson Storm Drainage Project
Jurisdictional Determination
Saint Pauls, North Carolina
Dear Mr. Beecher:
This letter is to request confirmation of a Preliminary Jurisdictional Determination on the
referenced site. The request is based on data, site observations, and a site visit on
October 13, 2021 and February 7, 2023. We are requesting confirmation of the
jurisdictional limits of `Wetland A'. The location of Wetland A is shown and labeled on the
attached Delineation Map. Included in this letter are the following:
• Agent Authorization Form
• PJD Request Forms
• Location Map
• USGS Topographic Map
• Delineation Map
• NWI Map
• Photo Sheet
• Soils Map
• Wetland Determination Data Sheets
Please include McGill Associates on the copy list of all correspondence for this project.
If you have any questions regarding this information, please contact me at 828-328-2024.
Sincerely,
MCGILL ASSOCIATES, PA
JON SWAIM
Project Manager / Environmental Services
P:\2021\21.04018-StPaulsNC-Elizabeth-Johnson Street Storm Drainage
MCGILL ASSOCIATES 1240 19th STREET LANE NW. HICKORY. NC 28601 / 828.328.2024 / MCGILLASSOCIATES.COM

urisdictional Determination Reauest
US Army Corps
of Engineers.
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
http://www.saw.usace.aimy.mil/Missions/Re ul�atoiyPermitProi4ram/Contact/CountyLocator.aspx,
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASHEVILLE & CHARLOTTE REGULATORY
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
INSTRUCTIONS:
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
may not be valid for the wetland conservation provisions of the Food Security Act of
1985. If you or your tenant are USDA Program participants, or anticipate participation in
USDA programs, you should also request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Version: May 2017 Page 1

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: No Assigned Address (Project Coordinates: 34.7989°,-78.9681 °)
City, State: St Pauls, North Carolina
County: Robeson
Parcel Index Number(s) (PIN): N/A - Utility Easement
B. REQUESTOR INFORMATION
Name: Jon Swaim
Mailing Address: 1240 19th Street Lane NW
Hickory, NC 28601
Telephone Number: 828-328-2024
Electronic Mail Address: [e-mail]
Select one:
❑ I am the current property owner.
❑ I am an Authorized Agent or Environmental Consultant'
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION OWNER
Name: Town of St Pauls
Mailing Address: 210 W. Blue Street
St Pauls, NC 28384
Telephone Number: [phone]
Electronic Mail Address: [e-mail]
i Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017 Page 2

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION',4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Jon Swaim
Print Name
Capacity: ❑ Owner ❑✓ Authorized Agents
2/8/2023
Date
SiLna ire
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ I intend to construct/develop a projector perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a projector perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
0 I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
❑ A Corps JD is required in order obtain my local/state authorization.
❑ I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
❑ Other:
' For NCDOT requests following the current NCDOT/USAGE protocols, skip to Part E.
a If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
s Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

Jurisdictional Determination Request
F. JURISDICTIONAL DETERNIINATION (JD) TYPE (Select One)
7 I am requesting that the Corps provide a preliminM JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be "waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
❑ I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
❑ I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
✓❑ Size of Property or Review Area 4.03 acres.
❑ The property boundary (or review area boundary) is clearly physically marked on the site.
Version: May 2017 Page 4

Jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
Project Coordinates (Decimal Degrees): Latitude:
34.79890
Longitude:-78.9681 °
A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 1 Ix 17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
■ North Arrow
■ Graphical Scale
■ Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
■ Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
■ Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. hM2://www.saw.usace.4rmy.mil/Missions/Regulatoly-Permit-
Pro gram/Jurisdiction/
Version: May 2017 Page 5

Jurisdictional Determination Request
F4Completed appropriate Jurisdictional Determination form
• PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the
Aquatic Resource Table
• AJDS• please complete an Approved Jurisdictional Determination Form'.
Vicinity Map
Aerial Photograph
USGS Topographic Map
Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
Landscape Photos (if taken)
NCSAM and/or NCWAM Assessment Forms and Rating Sheets
NC Division of Water Resources Stream Identification Forms
hJ Other Assessment Forms
' www.saw.usace.4rmy.mil/Portals/59/docs/regulatory/readocs/JD/RGL 08-02_App A Prelim _JD_Form fillable.pdf
8 Please see hM2://www.saw.usace.4M.mil/Missions/Regulatory-Permit-Program/Jurisdiction/
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federaljurisdiction under the regulatory
authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part of a public notice as required by federal
law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.
Version: May 2017 Page 6

Preliminary ORM Data Entry Fields for New Actions
ACTION ID 4: SAW- Begin Date (Date Received):
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Elizabeth -Johnson Street Storm -Drainage
2. Work Type: ❑Private ❑Institutional ❑Government ❑Commercial
3. Project Description / Purpose [PCN Form 133d and 133e]:
The goal of the Elizabeth -Johnson Street Storm Drainage Project is to provide positive outfall for the closed basin area around the Calvary Cornerstone Holiness Church
(between Elizabeth Street and Johnson Street) and improve drainage along S Johnson Street adjacent to the church.
4. Property Owner / Applicant [PCN Form A3 or A4]: N/A - utility Easement
5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]:
Jon Swaim, McGill Associates, P.A.
6. Related Action ID Number(s) [PCN Form 135b]:
7. Project Location —Coordinates, Street Address, and/or Location Description [PCN Form Blb]:
No Assigned Address (Project Coordinates: 34.7989°,-78.9681 °)
8. Project Location —Tax Parcel ID [PCN Form Bla]: N/A- Utility Easement
9. Project Location — County [PCN Form A2b]: Robeson
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: St Pauls, NC
11. Project Information — Nearest Waterbody [PCN Form 132a]: gig Marsh Swamp
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: 03040203
Authorization: Section 10 ❑ Section 404 ✓❑
Regulatory Action Type:
❑ Standard Permit
✓ Nationwide Permit 4
Regional General Permit 9
Jurisdictional Determination Request
Section 10 and 404 ❑
❑Pre -Application Request
❑ Unauthorized Activity
❑ Compliance
❑ No Permit Required
Revised 20150602

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 2/8/2023
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Jon Swaim, McGill Associates P.A., 1240 19th Street
Lane NW Hickory, NC 28601
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Robeson City: St. Pauls
Center coordinates of site (lat/long in degree decimal format):
Lat.: 34.79890 Long.:-78.9681 °
Universal Transverse Mercator:
Name of nearest waterbody: Big Marsh Swamp
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
■❑ Office (Desk) Determination. Date: 2/8/2023
■❑ Field Determination. Date(s): 10/13/2021 / 2/7/2023
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
Wetland
34.7989
-78.9681
3.123 Acres
Wetland
Section 404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre -
construction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there "may be" waters of the U.S. and/or that there "may be" navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
■❑ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:Location, Soil, USGS, Delineation
❑ Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
El
■❑ U.S
USGS NHD data.
USGS 8 and 12 digit HUC maps.
Geological Survey map(s). Cite scale & quad name: Saint Pauls Quad 1:24,000
❑ Natural Resources Conservation Service Soil Survey. Citation:
■❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
■❑ Photographs: ■❑ Aerial (Name & Date): NC Onemap
or ■❑ Other (Name & Date): 10/21 /2021
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
9&;z-
��� 2/8/2023
Signature and date of V Signature and date of
Regulatory staff member person requesting PJD
completing PJD (REQUIRED, unless obtaining
the signature is impracticable)'
' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

11
St
tmetn' St
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PLAN
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t't' Mrlw� St E Biue 5t
y GRAPHIC SCALE DIVISION VALUE = 500 FEET
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,FA 12ckory, Street Lane NW
Hickory, NC 28601
e2e.32e.2024
' mcg NC Firm License # C-0459
mcgillassociates.com
DATE
2m202s
ELIZABETH-JOHNSON STREET
STORM DRAINAGE
TOWN 0 F ST. PAU LS
LOCATION MAP
FIGURE
1 1
PROJECT #10
21.04018
PROJECT MANAGER
D. SABEH
ROBESON COUNTY, NORTH CAROLINA

0
2
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0
0
0
0)
0
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0
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1240 19th Street Lane NW
m cg 111 Hui csk. o3 r2y6 2N 0C2 42 8 6 0 1
NC Firm License # C-0459
mcgillassociates.com
GRAPHIC SCALE DIVISION VALUE = 1000 FEET
DATE
2/7/2023
PROJECT
21 04018
PROJECT MANAGER
D. SABEH
•/58
BM '
ELIZABETH-JOHNSON STREET
STORM DRAINAGE
TOWN OF ST. PAULS
ROBESON COUNTY, NORTH CAROLINA
USGS LOCATION MAP
•
FIGURE
2

M' . EIS,' ST.
I
1 I
I I
I I
I !
I
I /
I /
�Q
Q / WETLAND 'A-1'
j (2.66 ACRES)
I /
CO/ !
I
d /
WA -OUT WA -IN
Mom
WETLAND 'A-2'
(0.46 ACRES)
NOTES:
JURISDICTIONAL AQUATIC RESOURCES
IDENTIFIED ON THIS MAP HAVE BEEN
LOCATED WITHIN SUB —METER
ACCURACY UTILIZING A GLOBAL
POSITIONING SYSTEM (GPS) AND THE
SUBSEQUENT DIFFERENTIAL
CORRECTION OF THAT DATA. GPS
POINTS MAY DEMONSTRATE
UNCORRECTABLE ERRORS DUE TO
TOPOGRAPHY, VEGETATIVE COVER,
AND/OR MULTIPATH SIGNAL ERROR.
2. THE ILLUSTRATED AQUATIC
RESOURCE LOCATIONS ARE
APPROXIMATE. THESE AREAS HAVE
BEEN FLAGGED IN THE FIELD;
HOWEVER, THEY HAVE NOT BEEN
SURVEYED. ALTHOUGH MCGILL
ASSOCIATES, P.A. (MCGILL) IS
CONFIDENT IN OUR ASSESSMENT,
THE US ARMY CORPS OF ENGINEERS
IS THE ONLY AGENCY THAT CAN
MAKE FINAL DECISIONS REGARDING
JURISDICTIONAL WETLANDS AND
WATERS OF THE US.
3. THIS MAP WAS PREPARED BY MCGILL
USING THE BEST INFORMATION
AVAILABLE TO MCGILL AT THE TIME
OF PRODUCTION. THIS MAP IS FOR
INFORMATIONAL PURPOSES ONLY AND
SHOULD NOT BE USED TO DETERMINE
PRECISE BOUNDARIES, ROADWAYS,
PROPERTY BOUNDARY LINES, NOR
LEGAL DESCRIPTIONS. THIS MAP
SHALL NOT BE CONSTRUED TO BE
AN OFFICIAL SURVEY OF ANY DATA
DEPICTED.
4. BASE INFORMATION PROVIDED BY
ROBESON COUNTY GIS.
CULVERT N
CARRYING
FLOW IN A
TYPICAL YEAR
Legend
Study Area
I
Existing
Culverts
Total
W
Jurisdictional
Wetlands
W
W W
(3.123 ac.)
+
Data Point
100 0 50 100 200
JT
GRAPHIC SCALE DIVISION VALUE = 100 FEET
DATE
2i8i2028
ELIZABETH—JOHNSON STREET
STORM DRAINAGE
FIGURE
MC i
124119th Street Lane NW
Hickory, NC 28601
828.328.2024
PROJECT #
21.04018
TOWN
F
T,
PAU
L
DELINEATION MAP
3
NC Firm License # C-0459
PROJECT MANAGER
mcgillassociates.com
D. SABEH
ROBESON COUNTY, NORTH CAROLINA

PLAN
200 0 100 200 400 R `
u 4 ., „ GRAPHIC SCALE DIVISION VALUE = 200 FEET lap
xi n
fff �• � I � _ r • �
A s r
STUDY. t e
AREA
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4
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1'Y1C I
12401M Street Lane NW
Hickory, NC21101 e2e.328.2024
NC Firm License # C-0459
DATE
2m2023
ELIZABETH-JOHNSON STREET
STORM DRAINAGE
NATIONAL WETLAND
TOWN OF ST. PAULS INVENTORY MAP
FIGURE
4
PROJECT #
21.04018
PROJECT MANAGER
mcgillassociates.com
D. SABEH
ROBESON COUNTY, NORTH CAROLINA

Photo One: View looking northwest at Wetland A-1. Photo Two: View looking north within Wetland A-1
near the wastewater treatment plant access road.
Photo Three: View looking south at Wetland A-1 Photo Four: View looking south at culvert outlet
near E Ross Street. near Wetland A-2 .
DATE
10/21/21
ELIZABETH-JOHNSON STREET
STORM DRAINAGE
FIGURE
'
MCg
12411 9th Street Lane NW
Hickory, ckory,NC 28601
e2e.32e.2024
PROJECT #
21.04018
TOWN
0
F ST.
PAU
LS
PHOTO SHEET
1
NC Finn License#C-0459
PROJECT MANAGER
mcgillassociates.com
D. SABEH
ROBESON COUNTY, NORTH CAROLINA

Soil Map —Robeson County, North Carolina
(Study Area_2_6_2023)
685790 685820 685850 685980 685910 685940
340 48' 0" N
^--_
N
O
c _
ur
O
r
N
N
N
N
0
r
v
N
34o 4751" N
Soil MaN may not he valiel at this scale.
685790 685820 685850 685980 685910 685940
m
Map Scale: 1:1,490 if printed on A portrait (8.5" x 11") sheet.
Meters
N 0 20 40 80 120
Feet
0 50 100 200 300
Map projection: Web Mercator Conermordinates: WGS84 Edge tics: lfrM Zone 17N WGS84
usoA
Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
685970
685970
o
686000
34o 48' 0" N
O
N
N
O
N
N
N
N
N
I
34o 4751" N
686000
0
2/7/2023
Page 1 of 3

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
0
Soil Map Unit Polygons
,N
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
�i
Gravelly Spot
0
Landfill
A.
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
o
Sodic Spot
Soil Map —Robeson County, North Carolina
(Study Area_2_6_2023)
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:20,000.
Stony Spot
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
4�
Other
line placement. The maps do not show the small areas of
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
. 0
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Robeson County, North Carolina
Survey Area Data: Version 21, Sep 12, 2022
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 11, 2022—May
15, 2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
usoA Natural Resources Web Soil Survey 2/7/2023
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Robeson County, North Carolina
Study Area_2_6_2023
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
JT
Johnston soils
3.9
95.5%
WkB
Wakulla sand, 0 to 6 percent
slopes
0.2
4.5%
Totals for Area of Interest
4.0
100.0%
USDA Natural Resources Web Soil Survey 2/7/2023
Conservation Service National Cooperative Soil Survey Page 3 of 3

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Atlantic and Gulf Coastal Plain Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Elizabeth -Johnson Street Storm Drainage City/County: Robeson Sampling Date: 10/13/21
Applicant/Owner: Town of St. Pauls State: NC Sampling Point: WA -IN
Investigator(s): Jonathan Herman Section, Township, Range:
Landform (hillside, terrace, etc.): flood plai n/tread Local relief (concave, convex, none): Flat Slope (%): 1
Subregion (LRR or MLRA): LRR P, MLRA 133A Lat: Long: Datum:
Soil Map Unit Name: Johnston (JT) NWI classification: PF01C
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 X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
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)
X Surface Water (Al)
_Aquatic Fauna (1313)
_Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Marl Deposits (1315) (LRR U)
_ Drainage Patterns (B10)
X Saturation (A3)
—Hydrogen Sulfide Odor (Cl)
—Moss Trim Lines (B16)
—Water Marks (B1)
—Oxidized Rhizospheres on Living Roots (C3)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132)
_Presence of Reduced Iron (C4)
_Crayfish Burrows (C8)
_ Drift Deposits (133)
—Recent Iron Reduction in Tilled Soils (C6)
—Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
—Iron Deposits (135)
—Other (Explain in Remarks)
—Shallow Aquitard (D3)
_ Inundation Visible on Aerial Imagery (137)
X FAC-Neutral Test (D5)
X Water -Stained Leaves (139)
Sphagnum Moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes X
No Depth (inches): 1
Water Table Present? Yes
No Depth (inches):
Saturation Present? Yes X
No Depth (inches): 0
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: WA -IN
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 100 )
% Cover
Species?
Status
Dominance Test worksheet:
1. Magnolia virginiana
5
No
FACW
Number of Dominant Species
2. Liriodendron tulipifera
5
No
FACU
That Are OBL, FACW, or FAC:
6
(A)
3. Nyssa sylvatica
15
Yes
FAC
Total Number of Dominant
4. Acer rubrum
15
Yes
FAC
Species Across All Strata:
6
(B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC:
100.0%
(A/B)
7.
Prevalence Index worksheet:
8.
Total % Cover of:
Multiply by:
40
=Total Cover
OBL species 50 x 1
= 50
50% of total cover:
20 20% of total cover:
8
FACW species 20 x 2
= 40
Sapling/Shrub Stratum (Plot size: 100
)
FAC species 45 x 3
= 135
1. Ligustrum sinense
10
Yes
FAC
FACU species 5 x 4
= 20
2. Acer rubrum
5
No
FAC
UPL species 0 x 5
= 0
3. Cyrilla racemiflora
5
No
FACW
Column Totals: 120 (A)
245
(B)
4. Magnolia virginiana
10
Yes
FACW
Prevalence Index = B/A =
2.04
5.
Hydrophytic Vegetation Indicators:
6.
_ 1 - Rapid Test for Hydrophytic
Vegetation
7.
X 2 - Dominance Test is >50%
8.
X 3 - Prevalence Index is <_3.01
30
=Total Cover
-Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
15 20% of total cover:
6
Herb Stratum (Plot size: 100
1. Saururus cernuus
2. Woodwardia areolata
3.
4.
5.
6.
7.
8.
9.
10.
11.
iN'
50% of total cover: 25
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5.
40 Yes OBL Indicators of hydric soil and wetland hydrology must be
10 Yes OBL 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 3.28 ft (1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
50 =Total Cover Woody Vine - All woody vines greater than 3.28 ft in
20% of total cover: 10 height.
=Total Cover
50% of total cover: 20% of total cover:
Remarks: (If observed, list morphological adaptations below.)
Hydrophytic
Vegetation
Present? Yes X No
ENG FORM 6116-2-SG, JUL 2018
Atlantic and Gulf Coastal Plain -Version 2.0

SOIL
Sampling Point: WA -IN
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) % Types Loc2 Texture Remarks
0-12 10YR 2/1 100 Mucky Loam/Clay
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
—Thin Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_ Histic Epipedon (A2)
—Barrier Islands 1 cm Muck (S12)
_ 2 cm Muck (A10) (LRR S)
—Black Histic (A3)
(MLRA 15313, 153D)
—Coast Prairie Redox (A16)
—Hydrogen Sulfide (A4)
—Loamy Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
_ Stratified Layers (A5)
_ Loamy Gleyed Matrix (F2)
_ Reduced Vertic (F18)
—Organic Bodies (A6) (LRR P, T, U)
_ Depleted Matrix (F3)
(outside MLRA 150A, 15013)
X 5 cm Mucky Mineral (A7) (LRR P, T, U)
_ Redox Dark Surface (F6)
_ Piedmont Floodplain Soils (F19) (LRR P, T)
—Muck Presence (A8) (LRR U)
_ Depleted Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T)
_ Redox Depressions (F8)
(MLRA 15313)
_ Depleted Below Dark Surface (Al 1)
_ Marl (F10) (LRR U)
—Red Parent Material (F21)
_Thick Dark Surface (Al2)
_Depleted Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
_ Coast Prairie Redox (A16) (MLRA 150A)_
Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
—Sandy Mucky Mineral (S1) (LRR O, S)
X Umbric Surface (F13) (LRR P, T, U)
_ Barrier Islands Low Chroma Matrix (TS7)
—Sandy Gleyed Matrix (S4)
—Delta Ochric (F17) (MLRA 151)
(MLRA 15313, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 15013)
_Other (Explain in Remarks)
_Stripped Matrix (S6)
_Piedmont Floodplain Soils (F19) (MLRA 149A)
_ Dark Surface (S7) (LRR P, S, T, U)
_Anomalous Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3Indicators of hydrophytic vegetation and
(LRR S, T, U)
_Very Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes X No
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain — Version 2.0

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Atlantic and Gulf Coastal Plain Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Elizabeth -Johnson Street Storm Drainage City/County: Robeson Sampling Date: 10/13/21
Applicant/Owner: Town of St. Pauls State: NC Sampling Point: WA -OUT
Investigator(s): Jonathan Herman Section, Township, Range: Town of St. Pauls
Landform (hillside, terrace, etc.): road embankment Local relief (concave, convex, none): Flat Slope (%): 3
Subregion (LRR or MLRA): LRR P, MLRA 133A Lat: 34.7983 Long:-78.9685 Datum:
Soil Map Unit Name: 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:
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)
_Aquatic Fauna (1313)
_Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Marl Deposits (1315) (LRR U)
_ Drainage Patterns (B10)
—Saturation (A3)
—Hydrogen Sulfide Odor (Cl)
—Moss Trim Lines (B16)
—Water Marks (B1)
—Oxidized Rhizospheres on Living Roots (C3)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132)
_Presence of Reduced Iron (C4)
_Crayfish Burrows (C8)
_ Drift Deposits (133)
—Recent Iron Reduction in Tilled Soils (C6)
—Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
—Iron Deposits (135)
—Other (Explain in Remarks)
—Shallow Aquitard (D3)
_ Inundation Visible on Aerial Imagery (137)
_ FAC-Neutral Test (D5)
Water -Stained Leaves (139)
Sphagnum Moss (D8) (LRR T, U)
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:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: WA -OUT
Absolute Dominant Indicato
Tree Stratum (Plot size: 10 ) % Cover Species? Status
1.
2.
3.
4.
5.
6.
7.
8.
50% of total cover
Sapling/Shrub Stratum (Plot size: 10
1.
2.
3.
4.
5.
6.
7.
8.
50% of total cover
Herb Stratum (Plot size: 10 )
1. Festuca rubra
2. Elymus repens
3.
4.
5.
6.
7.
8.
9.
10.
11.
iN'
50% of total cover: 50
Woody Vine Stratum (Plot size: 10 )
1.
2.
3.
4.
5.
_ =Total Cover
20% of total cover:
_ =Total Cover
20% of total cover:
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 0 (A)
Total Number of Dominant
Species Across All Strata: 2 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 0.0% (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species 0 x 1 = 0
FACW species 0 x 2 = 0
FAC species 0 x 3 = 0
FACU species 100 x 4 = 400
UPL species 0 x 5 = 0
Column Totals: 100 (A) 400 (B)
Prevalence Index = B/A = 4.00
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
_ 3 - Prevalence Index is <_3.01
Problematic Hydrophytic Vegetation' (Explain)
70 Yes FACU Indicators of hydric soil and wetland hydrology must be
30 Yes FACU 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 3.28 ft (1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
100 =Total Cover Woody Vine - All woody vines greater than 3.28 ft in
20% of total cover: 20 height.
=Total Cover
50% of total cover: 20% of total cover:
Remarks: (If observed, list morphological adaptations below.)
Hydrophytic
Vegetation
Present? Yes No X
ENG FORM 6116-2-SG, JUL 2018
Atlantic and Gulf Coastal Plain -Version 2.0

SOIL
Sampling Point: WA -OUT
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) % Types Loc2 Texture Remarks
0-6 10YR 4/2 100 Sandy
6-12 10YR 6/3 100 Sandy
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (Al) —Thin
Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_ Histic Epipedon (A2) —Barrier
Islands 1 cm Muck (S12)
_ 2 cm Muck (A10) (LRR S)
—Black Histic (A3)
(MLRA 15313, 153D)
—Coast Prairie Redox (A16)
—Hydrogen Sulfide (A4) —Loamy
Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
_ Stratified Layers (A5) _
Loamy Gleyed Matrix (F2)
_ Reduced Vertic (F18)
—Organic Bodies (A6) (LRR P, T, U) _
Depleted Matrix (F3)
(outside MLRA 150A, 15013)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U) _
Redox Dark Surface (F6)
_ Piedmont Floodplain Soils (F19) (LRR P, T)
—Muck Presence (A8) (LRR U) _
Depleted Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T) _
Redox Depressions (F8)
(MLRA 15313)
_ Depleted Below Dark Surface (Al 1) _
Marl (F10) (LRR U)
—Red Parent Material (F21)
_Thick Dark Surface (Al2) _Depleted
Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
—Coast Prairie Redox (A16) (MLRA 150A)_
Iron -Manganese Masses (F12) (LRR O, P, T)
(outside MLRA 138, 152A in FL, 154)
Sandy Mucky Mineral (S1) (LRR O, S) _
Umbric Surface (F13) (LRR P, T, U)
_ Barrier Islands Low Chroma Matrix (TS7)
—Sandy Gleyed Matrix (S4) —Delta
Ochric (F17) (MLRA 151)
(MLRA 15313, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 15013)
_Other (Explain in Remarks)
_Stripped Matrix (S6) _Piedmont
Floodplain Soils (F19) (MLRA 149A)
_ Dark Surface (S7) (LRR P, S, T, U) _Anomalous
Bright Floodplain Soils (F20)
_ Polyvalue Below Surface (S8)
(MLRA 149A, 153C, 153D)
3Indicators of hydrophytic vegetation and
(LRR S, T, U) _Very
Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
Hydric Soil Present? Yes No X
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain — Version 2.0