20221266 Ver 1_ePCN Application_20220913

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:
7/22/2022
BIMS # Assigned* Version#*
20221266 1
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
Reviewing Office*
Raleigh Regional Office - [phone]
Information for Initial Review
la. Name of project:
Choplin Farms
la. Who is the Primary Contact?*
Ethan Averette
What amout is owed?*
$240.00
$570.00
Select Project Reviewer*
Colleen Cohn:eads\cmcohn
lb. Primary Contact Email:* lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
9/13/2022
Nearest Body of Water
Moccasin Creek
Basin
Neuse
Water Classification
C;NSW
Site Coordinates
Latitude: Longitude:
35.738051 -78.208019
A. Processing Information
County (or Counties) where the project is located:
Nash
Is this a NCDMS Project
Yes No
Is this project a public transportation project? *
Yes No

la. 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
1 b. 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: 29 - Residential Developments
NWP Numbers (for multiple NWPS):
ld. 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:
1f. 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
1 h. 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
ld. 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:
Axiom Development 3, LLC
2b. Deed book and page no.:
BK 3186, PG 499-503
2c. Contact Person:
Thomas White
2d. Address
Street Address
3739 National Drive, Suite 105
Address Line 2
City
Raleigh
Postal /Zip Code
27612
401 Water Quality Certification - Express
Riparian Buffer Authorization
State / Province / Region
NC
Country
US
Yes No
Yes No

2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Ethan Averette
4b. Business Name:
Stocks Engineering, PA
4c. Address
Street Address
801 E. Washington St.
Address Line 2
City
Nashville
Postal / Zip Code
27856
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
US
4e. Fax Number:
1. Project Information
1b. Subdivision name:
(if appropriate)
Choplin Farms
lc. Nearest municipality / town:
Middlesex
2. Project Identification
2a. Property Identification Number:
273200441805
2c. Project Address
Street Address
S NC-231
Address Line 2
City
2b. Property size:
110.31
State / Province / Region
Postal / Zip Code Country
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Moccasin Creek
3b. Water Resources Classification of nearest receiving water: *
C;NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202030102
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 site is currently vacant and the surrounding properties are a mix of agricultural and vacant.
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:
6.30
4g. List the total estimated linear feet of all existing streams on the property:
90
4h. Explain the purpose of the proposed project: *
Develop the existing vacant parcel into a subdivision with 102 Lots with associated driveway, roadways and utilities.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The site will be cleared, grubbed and graded where needed to install the designed features of the subdivision. Excavators, bulldozers, other work trucks and asphalt paving machines will
be used.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes
Comments:
Wetland delineation performed by Terracon Consultants, Inc.
No 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:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
Jeff Harbour, PWS
Terracon Consultants, Inc.
6a. Is this a phased project?*
Yes No
6b. If yes, explain.
Phase 1 will consist of the 71 lots before the stream crossing. Phase 2 will consist of 31 lots located after the stream crossing.
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?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands
Open Waters
2. Wetland Impacts
Streams -tributaries
Pond Construction
Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested *
2f. Type of Jurisdicition*
(9)
2g. Impact
area*
W5
Culvert Crossing
P
Bottomland Hardwood Forest
W1
Yes
Corps
0.077
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.077
2i. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.077
3a. Reason for impact (a)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(9)
3f. Type of
Jurisdiction *
3g. S. width
3h. Impact
length*

S1
Road Crossing
Permanent
Culvert
S1
Perennial
orps
7
Average (feet)
80
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
80
3i. Total stream and ditch impacts:
80
3j. Comments:
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
Neuse
Catawba
Goose Creek
Other
3i. Total temporary stream impacts:
0
Tar -Pamlico
Randleman
Jordan Lake
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Allowable
P
Tributary of Mocassin Creek
No
3,567
3,355
6h. Total buffer impacts:
Total Temporary impacts:
Total Permanent impacts:
Total combined buffer impacts:
6i. Comments:
Zone 1
0.00
Zone 1
3,567.00
Zone 2
0.00
Zone 2
3,355.00
Zone 1 Zone 2
3,567.00 3,355.00
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
We are crossing the stream at a 90 degree angle with NCDOT wing walls to minimize our impact on the stream, associated buffers and wetlands.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The proposed project will utilize the latest Erosion Control measures to ensure that there are no unnecessary impacts downstream of the stream
crossing. Silt fence will be located at the toe of the fill slope to delineate the limits of disturbance and to keep sediment from crossing the property line
heading downstream.
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:
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

What type of SCM are you providing?
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
Other SCM that removes minimum 30% nitrogen
Proposed project will not create concentrated stormwater flow through the buffer
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
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
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
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?
https://ipac. ecosphere.fws.gov/location/OU 7O0R3DAREN5I NTCOU GQQN4H M/resources
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No

Are there submerged aquatic vegetation (SAV) around the project vicinity?*
Yes No Unknown
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
https://ipac.ecosphere.fws.gov/location/OU 7O0R3DAREN51 NTCOU GQQN4H M/resources
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?*
https://nc. maps.arcgis.com/apps/webappviewer/index.html?id=79ea671 ebdcc45639f0860257d5f5ed7
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes No
8c. What source(s) did you use to make the floodplain determination?*
https://msc.fema.gov/portal/search?AddressQuery=middlesex % 2C % 20nc#searchresultsanchor
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
9-12-22 Choplin Farms.pdf 23.94MB
Choplin Property -Terracon Investigation.pdf 7.14MB
File must be PDF or KMZ
Comments
Signature
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:
Ethan Averette
Signature
Date
9/13/2022

VICINITY MAP (NOT TO SCALE)
SHEET INDEX
CE-00 CONSTRUCTION PLAT
CE-01 EXISTING CONDITIONS
CE-02 GRADING + DRAINAGE PLAN AREA
CE-03 GRADING + DRAINAGE PLAN AREA
CE-04 STREET A PLAN and PROFILE
CE-05 STREET A PLAN and PROFILE
CE-06 STREET A + E PLAN and PROFILE
CE-07 STREET B PLAN and PROFILE
CE-08 STREET C PLAN and PROFILE
CE-09 STREET C + D PLAN and PROFILE
CE-09a STREET F PLAN and PROFILE
CE-10 EROSION CONTROL PLAN (PHASE 1,
CE-11 EROSION CONTROL PLAN (PHASE 1,
CE-12 EROSION CONTROL PLAN (PHASE 2,
CE-13 EROSION CONTROL PLAN (PHASE 2
CE-14 STREAM CROSSING DETAIL
D-01 EC NOTES AND DETAILS
D-02 EC NOTES AND DETAILS
D-03 NPDES NOTES AND DETAILS
D-04 NPDES NOTES AND DETAILS
D-05 AQUA WATER DETAILS
D-06 AQUA WATER DETAILS
0-07 AQUA WATER DETAILS
D-08 AQUA WATER DETAILS
D-09 SITE NOTES AND DETAILS
SITE INFORMATION
PROJECT NAME- CHOPLIN FARMS SUBDIVISION
SITE LOCATION: NC-231 AND BISSETTE RD.
NASH COUNTY
TRACK ACREAGE. 110.31 Ac.
DEDICATED OPEN SPACE: 18.64 Ac. (16.9%)
NUMBER OF LOTS. 102
LINEAR FOOTAGE OF STREETS: ±8,750 LF
AREA OF PROPOSED STREET R/W: -14.42 Ac.
ZONE. R-40
PROPOSED CLUSTER to R-30
(DIMENSIONS AND DENSITY)
PIN: 273200441805U
DEED BOOK/PAGE
2651/579
MINIMUM BUILDING SETBACKS:
FRONT/ R/W: 40'
SIDE- 15'
REAR: 30'
CORNER SIDE• 20'
MINIMUM STREET FRONTAGE: 100 FT.
MINIMUM LOT SIZE- 30,000 SF
TOWNSHIP. DRYWELLS
FLOOD PANEL MAP. 3720272200K - FLOOD ZONE X
OWNER + DEVELOPER:
AXIOM DEVELOPMENT 3, LLC
3739 NATIONAL DRIVE, SUITE 105
RALEIGH, N.C. 27612
PHONE: [phone]
CONTACT TOM WHITE
EMAIL: twhitewpintstiiofs com
R/W
R/W
70'
10' R=30'
30'
MIN.
R/W
20'
R=30'
R=30'
EDGE OF PAVEMENT
1
2
INITIAL)
FINAL)
INITIAL)
FINAL)
50' TAPER
(REQUIRED FOR W LESS THAN 26')
SIGHT TRIANGE
(TYP.)
R/W
R=30'
EDGE OF PAVEMENT
EXISTING ROAD
EDGE OF PAVEMENT
EDGE OF PAVEMENT
ENTRANCE DETAIL
NOT TO SCALE
UNSUITABLE SOIL
PROVISIONALLY SUITABLE SOIL
50' RIPAR/AN BUFFER
FLAGGED WETLANDS
(PO7EN77AL WOTUS)
- CITY of WILSON -
- CITY of WILSON -
- CITY of WILSON -
\88°53'52"E
ERB
S15°27'14'W
37.28'
245.08
97
32,801 SF.
0.75 Ac
127,7'
MAIL o
KIOSK,-“,`23,0
90
31,045 S.F.
0.71 Ac.
87
30,011 S.F
0.69 Ac.
- WILBUR A. CREECH -
P. CREECH
' RESIDENTIAL/AAGRICUL TU AL "
S88-2'25"E 1150.9
86
30,020 S.F.
0.69 Ac.
STREET ”E"
91
91
30,160 S.F.
0.69 Ac.
96
30,392 S.F.
0.70 Ac.
- CITY of WiLSON -
•
� $1
LH
STD
-05
80 351 E
1M0° 9 2 44' IM O
92
30,113 SF.
0.69 Ac
95
31,802 SF.
0. 73 Ac
102
30,089 S.F
0.69 Ac.
85
30,012 S.F.
0.69 Ac.
93
30,012 S.F.
0.69 Ac.
94
37,350 S F
0.86 Ac.
20' ACCESS EASEMENT
20
50,895 S. 5..
1,17 Ac.
0o
f70
352.9'
75
38,013 SF
0.87 Ac
74
40,234 S.F.
0.92 Ac.
73
32,305 S F.
0.74 Ac
19
50,895 SF
1.77 Ac.
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD DIRECTION
CHORD LENGTH
Cl
49.96
500.00
5'43'30"
25.00
N8723'09"W
49.94
C2
549.32
230.00
13650'35"
581.55
S21'4936'E
427.76
C3
169.07
715.72
1332'03"
84.93
553 21 '42"W
168.67
C4
568.92
715.72
4532'38"
300.45
S8254'03"W
554.06
C5
116.60
325.00
2033'20"
58.93
S8436'18'E
115.97
C6
154.99
325.00
27'19'29"
79.00
N7127'17"E
153.53
C7
181.28
325.00
3157'33"
93.07
S7346 20"W
178.94
C8
175.12
350.00
2840'01"
89.43
N44'12'17"W
173.30
C9
679.14
330.00
117 54 55"
548.29
S00 25'10"W
565.48
C10
48.12
325.00
8 29'02"
24.11
N55 08'07'E
48.08
C11
280.08
325.00
49 22'35"
149.40
N26'12'18"E
271.49
C12
249.50
325.00
4359'11 "
131.26
N66 34'04 "W
243.42
C4
3-,98. S
0.
NE. USE BUFFER
49
45,231 SF,
1.04 Ac.
17
50,442 S.F.
1. 16 Ac,
S
48
34,684 S.F.
0.80 Ac.
50
30,799
0. 70
EXISTING AXLE
30,000 SF
0.69 Ac,
SDE
70'
CC
10'
T
R/W
TYPICAL SIGHT
DISTANCE EASEMENT
SDE
R/W
R/W
General Notes:
1. Topographical and Boundary data obtained from Stewart Proctor, PLLC
2. The contractor shall notify and cooperate with all utility companies or flrms having facilities
on or adjacent to the site before disturbing, altering, removing, relocating, adjusting or
connecting to said fadlities.
3. All excavation is unclassified and shall include all materials encountered.
4. All structural fill material shall be free of all sticks, rocks, and dumps of mud.
5. Unusable excavated materials and all waste resulting from Bearing and grubbing shall be
disposed of off -site by the contractor In an approved solid waste landfill.
6. Location of underground utilities are approximate and must be field verified. Contact the
NC One Call Center at least 48 hours prior to digging @ 1.800.632.4949. Stokes
Surveying has only located the utilities that are above ground at the time
of field survey. Underground lines shown hereon are approximate or as reported by
various responsible parties. The surveyor does not guarantee that any underground
structures such as utilities, tanks and pipes are located hereon.
7. All pipe lengths are horizontal distances and are approximate.
8. All work shall comply with all applicable codes, regulations, and/or local standards imposed
by local utility.
9. All construction and materials shall meet NCDOT Standards, latest edition. All work within
NCDOT right-of-way shall meet the spedfications and standards of NCDOT.
10. All concrete pipe is to be ASTM C-76, Class III with ram-nek.
11. This property Is not located In a Flood Hazard Zone per FEMA Map.
12. All lot dimensions shown are approximate. Consult the boundary survey for actual site
boundary information.
13. The contractor shall be responsible for all work zone traffic control in or adjacent to NCDOT
right-of-way. All signs, pavement markings and other traffic control devices shall conform
to the Manual on Uniform Traffic Control Devices (MUTCD), 2003 edition as amended.
14. Prior to pladng CABC stone base, the contractor should notify the Engineer to
inspect and proof roll the subgrade. Any stone placed without prior approval will be the sole
responsibility of the contractor.
15. DESIGN/FIELD CONDITIONS quite easily may vary from that represented in the initial
soils report and/or topographical report. Isolated areas may show up weak and adverse
soils or groundwater conditions may be discovered that were not revealed during the initial
soils investigation. Therefore, the Contractor is to be aware that Stocks Engineering, P.A.
will not and cannot be held responsible for any failures to street pavement design as a result
of soil conditions.
16. All utility services, (power, telephone, cable, etc.) are proposed to be underground. Do not
seed or mulch disturbed areas until all underground utilities have been Installed. Utility
Contractors to bring Main Services to R/W as shown In plans.
17. Regulatory signs, stops signs and street name signs shall be manufactured from high
intensity reflective materials and shall be supplied by the contractor.
18. All excess topsoil and unclassified excavation Is to be hauled off -site, unless otherwise
directed by the owner.
19. All site construction must be inspected by The Project Engineer at the following stages:
A. Completion of grading subgrade prior to pladng Stone Base.
B. Completion of Stone placement prior to paving.
- CITY of WILSON -
46
30,548 S.F.
0.70 Ac.
52
30,000 SF
69 Ac,
100.0'
45
30,234 S.F
0.70 Ac.
54
30,000 S F
0.69 A
STREET 'A'
110"0' 1020 100.0 100.0' 100.0'
L42
•
100 6'
44
30,065 SF.
0.69 Ac
ERB
ERB' WETL�4NDS -
2
,34S3
0.
43
30,109 SF.
0.69 Ac
56
35,287 SF
0 81 Ac
III 1 1-1 1-I
-Illi I1,;,1I1=
=111E1El I 1
WATER LINE I I=1 I
3' OFF EOP (TYP.)
50' R/W
s" CABC III ;IIIII I II I II I II
USED GROUP 11 SOILS 11III=
PAVED STREET SECTION
NOT TO SCALE
C. Final inspection when all work is complete.
20. The surveyor did not visibly see any cemeteries in any open areas unless otherwise noted.
21. This property does not depict encumbrances that are found during a thorough title search.
22. Contractor to furnish all paint striping as shown.
23. All dimensions are to edge of pavement (EOP) unless indicated otherwise.
24. Contractor shall saw -cut to provide smooth transitions where existing asphalt and/or curb
and gutter is to be removed, or where proposed asphalt meets existing asphalt.
25. Information concerning underground utilities was obtained from available records and field
conditions when possible, but the contractor must determine the exact location and
elevation of all existing utilities by digging test pits by hand at all utility crossings well In
advance of trenching. If the clearances are less than spedfied on the plans or 12 Inches,
which ever is less, contact the project engineer and the Owner prior to proceeding with
construction.
26. The contractor is responsible for the design and implementation of all required/necessary
sheeting, shoring, and special excavation measures required on the project to meet OSHA,
Federal, State and Local regulations pursuant to the installation of the work indicated on
the drawings. The Owner and Stocks Engineering, P.A. accept no responsibility for the design
to Install said Items.
27. The contractor shall indude in the contract price daily record keeping of the as -built
condition of all of the underground utilities, construction stakeout associated with the
project. Preparation of the necessary/required as -built plans to be submitted to the
Engineer and all other Information required in connection with release of bonds.
28. The Land Disturbance Permit must be kept on the work site and shown upon request.
29. The contractor shall include In the contract price any de -watering necessary to construct
the project as shown on the plans.
30. The contractor shall indude in the price, any and all costs associated with providing a
professional engineer on site if required, during the construction of the storm water
management facilities, underground utilities, etc. as required for as-bulit certification.
31. All grass, topsoil and 'building debris material' dumped onsite shall be removed in the
base bid prior to placement of structural fill material.
32. All generated waste shall be disposed of on -site as directed by the owner.
33. Do not apply permanent seed and mulch until underground electric has been installed.
34. All right-of-ways are to be public.
35. Evaluation of 404 Jurisdictional Wetlands. No filling of grading is to be performed in
areas designated as 404 jurisdictional wetland until an approved permit has been
obtained from the USCOE and NCDEM DWQ.
36. The site is to be served by septic sewer and public water.
37. Solis on the property have been evaluated by Dan Bliley. Actual soil survey
data Is provided not county soil mapping data. Soil Report has been submitted.
38. Contractor is responsible for coordinating installation of underground utilities and shall
regrade and reseed any areas disturbed during installation.
39. Fire Hydrant locations are shown representative. All Fire Hydrants shall be located
1' inside the right-of-way and shall not be located in a ditch or swale.
40. Blow -offs in shoulder shall have a concrete collar.
41. All easements located outside the right-of-way are not the responsibility
of NCDOT to maintain.
87h 34 A
36,744 SF
0.84 Ac.
42
31,227 SF.
0 71 Ac
100,0'
57
330,000 S F
0.69 Ac
41
30,239 S F
0 69 Ac
58
330,000 S F
0.69 Ac
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35
36,234 S.
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36
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- WILBUR A. CREECH -
ENCE P. CREECH
' RESIDENTIAL/AGRICULTURAL "
37
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303.8'
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65
30,497 SE
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64
30,571 S.F.
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63
30,645 SF
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62
30,550 S. F"
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4/25/22 - NCDEQ COMMENTS
5/19/22 - NCDOT COMMENTS
6/13/22 - NASH COUNTY
6/30/22 - NCDOT COMMENTS
FILE NO.: 2021-059
HORZ. SCALE:
1"=150'
` VERT. SCALE:
N/A
THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7:24
.r

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[ BLN=C-1874
EXISTING
CONDITIONS
REVISIONS
FILE NO.: 2021-059
HORZ. SCALE:
1 "=150'
THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7: 24
0
150
300 375 450
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1
REVISIONS
5/13/22 - REV GRADING
8/10/22 - NCDOT COMMENTS
FILE NO.: 2021-059
HORZ. SCALE:
VERT. SCALE:
1"=150'
N/A
♦
CE-02

OT-
FAREA -
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379,976 S.F.
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3 SPA. @ 1'-3" FILL
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____==3K.-
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[GRADING PLAN
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REVISIONS
6/30/22 - NCDOT COMMENTS
L
FILE NO.: 2021-059
HORZ. SCALE:
1 "=100'
VERT. SCALE: N/A
[ CE-03
THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
838.39, 838.51, 838.57, 838.63 AND 838.69.
INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
USE 4000 PSI CONCRETE.
PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
TO ASTM A185 WITH 2" MIN. CLEARANCE.
PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSHA STANDARD 1926.704.
PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
ALL ELEMENTS PRECAST TO MEET ASTM C913.
WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
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0
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SCALE: 1" = 100'
100
RD.
1
4
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15' OFFSET LEFT
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0 50 100 125 150 175 200
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EXISTING C/L
STREET
LOW PT STA: 10+91.34
15' OFFSET RIGHT LOW PT ELEV: 190.61
30' OFFSET RIGHT PVI STA: 11+50.14
PVI ELEV: 189.82 HIGH PT STA: 16+84.42
K: 41.39
215
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STREET "A- PLAN
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REVISIONS
FILE NO. 2021-059
HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
CE-04
Come to me, all of you who are weary and burdened, and I will give you rest. Take up my yoke and learn from me, because I am gentle and lowly in heart, and you will find rest for your souls. Matthew 11:28-29

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@NE CALL CENTER
www.ncocc.org
PROFILE LEGENDSTREET
30' OFFSET LEFT Wil
OFFSET LEFT
- -15'
EXISTING C/L
OFFSET RIGHT LOW PT STA: 37+50.00
—15'
30' OFFSET RIGHT LOW PT ELEV: 199.47
PVI STA: 38+50.00
PVI ELEV• 200.00
210
K: 73.13
210
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31+00.00
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BLN=C-1874
oa
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STREET "A" PLAN
and PROFILE
i
REVISIONS
06/30/22- NCDOT COMMENTS
FILE NO. 2021-059
HORZ. SCALE: 1"=50'
VERT. SCALE: 1 "=5'
♦
CE-05
Come to me, all of you who are weary and burdened, and I will give you rest. Take up my yoke and learn from me, because I am gentle and lowly in heart, and you will find rest for your souls. Matthew 11:28-29

40+00
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0
43
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BEFORE YOU DIG,
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www.ncocc.org
220
215
210
205
200
195
190
185
180
175
M
O
N
HIGH PT STA: 42+38.86
HIGH PT ELEV: 209.93
PVI STA: 41+38.86
PVI ELEV: 209.43
K: 72.33
LVC: 200.00
STREET '4"
PROFILE LEGEND
30' OFFSET LEFT
- 15' OFFSET LEFT
EXISTING CA
-15' OFFSET RIGHT
30' OFFSET RIGHT
PVC: 40+38.86
ELEV: 206.17
PVT: 42+38.86
ELEV: 209.93
o
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or C-900 PVC
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215
210
205
200
195
190
185
180
175
230
225
220
215
210
205
200
195
LOW PT STA: 10+12.50
LOW PT ELEV: 205.91
PVI STA: 10+50.00
PVI ELEV: 206.66
K: 15.20
LVC: 75.00
HIGH PT STA: 13+04.66
HIGH PT ELEV: 218.96
PVI STA: 13+00.00
PVI ELEV: 224.00
LOW PT STA: 15+08.80
LOW PT ELEV: 211.71
PVI STA: 14+83.80
PVI ELEV: 212.02
K: 22.30
LVC: 300.00
K: 9.45
LVC: 50.00
PVC: 10+12.50
ELEV: 205.91
PVT: 10+87.50
ELEV: 209.26
I
PVC: 11+50.00
ELEV: 213.60
PVT: 14+50.00
ELEV: 214.22
PVI: 15+26.03
ELEV: 211.50
o
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ELEV: 206.07
PVC: 14+58.80
ELEV: 213.65
PVT: 15+08.80
ELEV: 211.71
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5/6/22 - NCDEQ COMMENTS
FILE NO. 2021-059
HORZ. SCALE: 1"=50'
VERT. SCALE: 1 "=5'
40+00
40+50
41+00
41 + 50
42+00
42+50
43+00
43+50
44+00
44+50
45+00
45+50
46+00
46+50
47+00
47+50
48+00
48+50
9+50
10+00
10+50
Come to me, all of you who are weary and burdened, and I will give you rest. Take up my yoke and learn from me, because I am gentle and lowly in heart, and you will find rest for your souls. Matthew 11:28-29
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
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50
100
125
150
175
200
NORTH CAROLINA
®NE CALL CENTER
www.ncocc.org
225
220
215
210
205
200
195
190
LOW PT STA: 10+15.00
LOW PT ELEV: 197.64
PVI STA: 10+65.00
PVI ELEV: 198.59
K: 21.31
LVC: 100.00
HIGH PT STA: 13+50.00
HIGH PT ELEV: 211.33
PVI STA: 12+50.00
PVI ELEV: 210.78
K: 33.10
LVC: 200.00
STREET "B"
PROFILE LEGEND
30' OFFSET LEFT
— 15' OFFSET LEFT
EXISTING C/L
—15' OFFSET RIGHT
30' OFFSET RIGHT
O
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ELEV: 204.19
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14+00
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15+00
15+50
16+00
16+50
17+00
17+50
18+00
18+50
19+00
19+50
20+00
225
220
215
210
205
200
195
190
20+50
[ BLN=C-1874
STREET "B" PLAN
and PROFILE
REVISIONS
FILE NO. 2021-059
HORZ. SCALE: 1"=50'
Come to me, all of you who are weary and burdened, and I will give you rest. Take up my yoke and learn from me, because I am gentle and lowly in heart, and you will find rest for your souls. Matthew 11:28-29
VERT. SCALE: 1 "=5'
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20+00
Go
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NORTH CAROLINA
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www.ncocc.org
\
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LEFT
LEFT
RIGHT
RIGHT
HIGH PT
HIGH
PVI
PVI
STA: 10+50.00
PT ELEV: 189.82
STA: 11+00.00
ELEV: 187.57
LOW PT STA: 14+14.68
LOW PT ELEV: 172.89
PVI STA: 13+35.00
PVI ELEV: 169.40
sTBEET „
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SCALE: 1 " = 50'
HIGH
HIGH
PVI
PVI
PT STA: 23+50.00
PT ELEV: 196.87
STA: 22+50.00
ELEV: 195.00
30'
OFFSET
OFFSET
C/L
OFFSET
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— —15'
EXISTING
50 100 125 150 175 200
—15'
30'
K: 30.92
LVC: 100.00
K: 32.28
K: 217.89
LVC: 200.00
205
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17+50 18+00
18+50 19+00 19+50 20+00 20+50
21+00
21+50
22+00
22+50 23+00
23+50
24+00 24+50 25+00
[ BLN=C-1874
STREET "C" PLAN
and PROFILE
REVISIONS
5/6/22 — NCDEQ COMMENTS
5/13/22 — NCDOT COMMENTS
FILE NO. 2021-059
HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
[ CE-08
Come to me, all of you who are weary and burdened, and I will give you rest. Take up my yoke and learn from me, because I am gentle and lowly in heart, and you will find rest for your souls. Matthew 11:28-29

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100
125
150
175
200
215
210
205
200
195
190
STREET "P
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LOW PT ELEV: 199.57
PVI STA: 11+00.00
PVI ELEV: 200.48
K: 77.54
LVC: 150.00
HIGH PT STA: 14+13.91
HIGH PT ELEV: 207.78
PVI STA: 13+50.00
PVI ELEV: 208.35
PROFILE LEGEND
30' OFFSET LEFT
— 15' OFFSET LEFT
EXISTING CA
15' OFFSET RIGHT
30' OFFSET RIGHT
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5/6/22 — NCDEQ COMMENTS
5/13/22 — NCDOT COMMENTS
FILE NO. 2021-059
HORZ. SCALE: 1"=50'
VERT. SCALE: 1 "=5'
♦
Come to me, all of you who are weary and burdened, and I will give you rest. Take up my yoke and learn from me, because I am gentle and lowly in heart, and you will find rest for your souls. Matthew 11:28-29
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CONSTRUCTION ENTRANCE
SILT FENCE
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El— SKIMMER SEDIMENT BASIN
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TD
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TD TEMPORARY DIVERSION
W/ NAG saw EXCELSIOR MATTING
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SEDIMENT BASIN
TOP LENGTH = 105'
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BASIN DEPTH = 2.5'
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ET PROTEC770N
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SEDIMENT BASIN
TOP/ LENGTH = 100'
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SKIMMER SIZE = 2.0"
ORIFICE SIZE = 1.6"
WEIR DEPTH =0.41
BAFFLES =
NOTE: ALL TEMPORARY DIVERSIONS WILL HAVE 5')C15' CLASS B RIP RAP
PROTECTION TO ENSURE STABLE CONVEYANCE INTO SEDIMENT BASINS
ALL SKIMMER OUTLETS FROM THE SEDIMENT PONDS WILL BE PROTECTED
BY A 4'X4'X12' DEEP CLASS B RIP RAP PAD.
WATTLES NEED TO BE SPACED IN PERMANENT AND TEMPORARY
CHANNELS EVERY 50 FT PER DETAIL.
CF
J-HOOKS ARE EXTENSIONS OF THE SILT FENCE TO FORM COLLECTION
POINTS AT SILT FENCE OUTLETS WHERE THE NATURAL TOPOGRAPHY DOES NOT CREATE
ONE. TYPICALLY, THEY RESEMBLE A "J" SHAPE. SEE DETAIL ON THIS SHEET.
200 250 300
BLN=C-1874
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[ 1
EROSION CONTROL
PLAN - PHASE 1, INITIAL
REVISIONS
4/25/22 - NCDEQ COMMENTS
5/6/22 - NCDEQ COMMENTS
FILE NO.: 2021-059
VERT. SCALE:
N/A
[ CE-10
THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7: 24

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SILT FENCE
SILT FENCE OUTLET
OUTLET PROTECTION
El— SKIMMER SEDIMENT BASIN
_)
TD
TD TEMPORARY DIVERSION
CONCRETE TRUCK WASH —OUT
NCDOT WATTLES
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NAG DS150 ERONET MATTING
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SKIMMER SIZE =
CLASS B RIP RAP
ET PROTEC770N
SEDIMENT BASIN
TOP" LENGTH = 100'
BOTTOM LENGTH = 90'
BOTTOM WIDTH = 24'
BASIN DEPTH = 2.5'
NOTE: ALL TEMPORARY DIVERSIONS WILL HAVE 5')(15' CLASS B RIP RAP
PROTECTION TO ENSURE STABLE CONVEYANCE INTO SEDIMENT BASINS
ALL SKIMMER OUTLETS FROM THE SEDIMENT PONDS WILL BE PROTECTED
BY A 4'X4'X12' DEEP CLASS B RIP RAP PAD.
WATTLES NEED TO BE SPACED IN PERMANENT AND TEMPORARY
CHANNELS EVERY 50 FT PER DETAIL.
CF
DO NOT FINISH CONSTRUCTING THE SWALE BETWEEN LOTS 3/4 UNTIL
THE END OF THE GRADING PHASE TO ENSURE TEMPORARY DIVERSION 2 CAPTURES
AND DISCHARGES RUNOFF TO SEDIMENT BASIN 2.
DO NOT FINISH CONSTRUCTING THE SWALE BETWEEN LOTS 18/19 UNTIL
THE END OF THE GRADING PHASE TO ENSURE SEDIMENT BASIN 1 CAPTURES DRAINAGE.
J—HOOKS ARE EXTENSIONS OF THE SILT FENCE TO FORM COLLECTION
POINTS AT SILT FENCE OUTLETS WHERE THE NATURAL TOPOGRAPHY DOES NOT CREATE
ONE. TYPICALLY, THEY RESEMBLE A "J" SHAPE. SEE DETAIL ON THIS SHEET.
SCALE: 1" = 100'
200 250 300
BLN=C-1874
o
c-3
•v
[ 1
EROSION CONTROL
PLAN - PHASE 1, FINAL
REVISIONS
4/25/22 - NCDEQ COMMENTS
5/6/22 - NCDEQ COMMENTS
FILE NO.: 2021-059
HORZ. SCALE:
1"=150'
VERT. SCALE:
N/A
[ CE-1 1 ;
THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7: 24

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MMMMMMMM
ARC FILTER INLET PROTECTION
1 1\1 // I / • s
t):
t/ " I \ r' /
1 / .'
CONCRETE TRUCK WASH -OUT
NCDOT WATTLES
PERMANENT SEEDING
NAG DS75 ERONET MATTING
TOTAL AREA DISTURBED = 17.77 Ac.
SILT / DEWATERING BAG
/
.
NOTE: ALL TEMPORARY DIVERSIONS WILL HAVE 4'x10' CLASS B RIP RAP
PROTECTION TO ENSURE STABLE CONVEYANCE INTO SEDIMENT BASINS. ENSURE THE
PROTECTION EXTENDS TO THE BOTTOM OF THE BASIN TO PREVENT SCOURING.
ALL SKIMMER OUTLETS FROM THE SEDIMENT PONDS WILL BE PROTECTED
BY A 4'X4'X12" DEEP CLASS B RIP RAP PAD.
WATTLES NEED TO BE SPACED IN PERMANENT AND TEMPORARY
CHANNELS EVERY 50 FT PER DETAIL.
DO NOT FINISH CONSTRUCTING THE SWALES BETWEEN LOTS 89/90 AND 99/100 UNTIL
THE END OF THE GRADING PHASE TO ENSURE THE SEDIMENT BASIN AND TEMPORARY DIVERSION
CAPTURE AND MANAGE EROSION FOR AS LONG AS POSSIBLE.
J-HOOKS ARE EXTENSIONS OF THE SILT FENCE TO FORM COLLECTION
POINTS AT SILT FENCE OUTLETS WHERE THE NATURAL TOPOGRAPHY DOES NOT CREATE
ONE. TYPICALLY, THEY RESEMBLE A "J” SHAPE. SEE DETAIL ON THIS SHEET.
BEFORE HOUSE CONSTRUCTION BEGINS ON A LOT, A PLAN SHOWING
THE INDIVIDUAL LOT MEASURES WILL BE REQUIRED.
J-HOOK DETAIL
RUNOFF DIREC770N
SILT
FENCE
OUTLET
NOTE: PLEASE SEE "SIL T FENCE" DETAIL ON D-02
FOR CONSTRUCTION AND MAINTENANCE NOTES.
ENSURE "J—HOOKS" DO NOT INTERFERE WITH
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EROSION CONTROL
LAN - PHASE 2, INMAL
REVISIONS
8-15-22 NCDEQ COMMENTS
9-12-22 NCDEQ COMMENTS
FILE NO.: 2021-059
HORZ. SCALE:
1"=150'
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SILT FENCE
■--0—■ SILT FENCE OUTLET
OUTLET PROTECTION
4"
TD iTD TEMPORARY DIVERSION
W/ NAG DS75 EXCELSIOR MATTING
CONCRETE TRUCK WASH -OUT
NCDOT WATTLES
PERMANENT SEEDING
NAG DS75 ERONET MATTING
• • • • • • • • TOTAL AREA DISTURBED = 17.77 Ac.
C7SILT / DEWATERING BAG
ARC FILTER INLET PROTECTION
NOTE: ALL TEMPORARY DIVERSIONS WILL HAVE 4'x10' CLASS B RIP RAP
PROTECTION TO ENSURE STABLE CONVEYANCE INTO SEDIMENT BASINS. ENSURE THE
PROTECTION EXTENDS TO THE BOTTOM OF THE BASIN TO PREVENT SCOUTING.
ALL SKIMMER OUTLETS FROM THE SEDIMENT PONDS WILL BE PROTECTED
BY A 4'X4'X12" DEEP CLASS B RIP RAP PAD.
WATTLES NEED TO BE SPACED IN PERMANENT AND TEMPORARY
CHANNELS EVERY 50 FT PER DETAIL.
DO NOT FINISH CONSTRUCTING THE SWALES BETWEEN LOTS 89/90 AND 99/100 UNTIL
THE END OF THE GRADING PHASE TO ENSURE THE SEDIMENT BASINS AND THEIR
ASSOCIATED TEMPORARY DIVERSIONS CAPTURE AND MANAGE EROSION FOR AS LONG AS POSSIBLE.
PERMANENT DRAINAGE DITCHES WILL BE GRADED TO TIE INTO SEDIMENT BASINS 3 AND 4 BEFORE
THE BASINS' REMOVAL TO ALLOW FOR MORE SEDIMENT CAPTURE AND EASIER DEVELOPMENT OF TH -
SWALES MENTIONED.
J-HOOKS ARE EXTENSIONS OF THE SILT FENCE TO FORM COLLECTION
POINTS AT SILT FENCE OUTLETS WHERE THE NATURAL TOPOGRAPHY DOES NOT CREATE
ONE. TYPICALLY, THEY RESEMBLE A "J" SHAPE. SEE DETAIL ON THIS SHEET.
BEFORE HOUSE CONSTRUCTION BEGINS ON A LOT, A PLAN SHOWING
THE INDIVIDUAL LOT MEASURES WILL BE REQUIRED.
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SILT
FENCE
OUTLET
NOTE: PLEASE SEE "SILT FENCE" DETAIL ON D-02
FOR CONSTRUCTION AND MAINTENANCE NOTES.
ENSURE "J—HOOKS" DO NOT INTERFERE WITH
TEMPORARY DIVERSIONS
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THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7:24
205.78
205 78
CHANNEL 4
0.0'
C
RENCE P. C
IDEN TIAL/A GRICU
57
44,694 S.
1.03 Ac.
130.1' /
/ i
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SCALE: 1" = 100'
100 200 250 300
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EROSION CONTROL
PLAN - PHASE 2, FINAL
REVISIONS
8-15-22 NCDEQ COMMENTS
9-12-22 NCDEQ COMMENTS
FILE NO.: 2021-059
HORZ. SCALE:
1"=150'
` VERT. SCALE:
N/A
CE- 13

r.
ZONE 1 -
_ Sq Ft
SCALE: 1" = 20'
PERMANENT:
IMPACT TABLE:
TEMPORARY:
SQUARE FEET
ACRES
ZONE 1 IMPACTS
N/A
3,567 Sq Ft
0.08 Ac.
ZONE 2 IMPACTS
N/A
3,355 Sq Ft
0.08 Ac.
STREAM IMPACT
N/A
80 L.F.
80 L.F.
STREAM AREA IMPACT
N/A
570 Sq Ft
0.013 Ac.
WETLAND AREA IMPACT
N/A
3,347 Sq Ft
0.077 Ac.
TOTAL AREA DISTURBED
N/A
7,308 Sq Ft
0.16 Ac.
0
STBEAIM CBOSSINO DETAIL
50
SCALE: 1" = 20'
100
150
13'S7"W
0
50
100
IiWTML EC PL4iY - TEMPORARYPUMi° AROUND
150
FLOW
CONSTRUCTION AREA
UPSTREAM
/ \
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EXISTING CHANNEL DOWNSTREAM
CLASS B RIP RAP
FLOW --
PLAN VIEW
1'
5'
No. 57 STONE
CROSS-SECTION VIEW
CLASS B RIP RAP
2
—11
FILTER FABRIC
TYPE 2
TEMPORARY SEDIMENT TRAP
NOT TO SCALE
MAXIMUM DEPTH
175
170
165
160
155
PROFILE LEGEND
30' OFFSET LEFT
15' OFFSET LEFT
EXISTING C/L
15' OFFSET RIGHT
30' OFFSET RIGHT
PROPOSED GRADES
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10+00
10+50
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11 +00
0
50 100 125 150
NORTH CAROLINA
NNE CALL CENTER
www.ncocc.org
775
770
765
760
155
11+50
H1
H2
N
11%6"
TWO PIPES 8'-9"
THREE PIPES 13'-0"i
4'-3" I TWO
PIPES
3 N1
8'-6" i THREE
PIPES T4
3- N2
PLAN
17'-6" TWO PIPES
T2 OR T3 TOP & BOTTOM
26'-0" THREE PIPES
CONST. JT.
31/2 „ b
5'-5"
3' 5"
"H" BARS
4-N1
2-V1 @ 1'-6
j- STR. FACE
2-B1
2-B3
B
ELEVATION
N
1-- I I
"N" BARS
"H", "N", & "Z" BAR DIMENSIONS
Z1
Z2
Z3
T5 @ 6" TOP & BOTTOM
5 SPA. @ 11"
"Z" BARS IN
TOP OF FOOTING
5"
Z3
Z1
Z2
5 SPA. @ 11" "N" BARS
IN BOTTOM OF FOOTING
2-G2 OR G3
2-V1 @ 9" FILL FACE
1-V1 STR. FACE
lEr"
I ■
2-B1
3'-9"
3'-3"
2'-8"
2-B2
3" 0 DRAINS
6" ABOVE
FLOW LINE
4-N1
2 SPA. @ 1'-101/2" STR.
FACE 2-H1, 1-H2
3 SPA. @ 1'-3" FILL
FACE 3-H1, 1-H2
7''
7"
6"
HK. —
"Z" BARS
ARE OUT TO OUT.
5 SPA. @ 11
T4
SEE STD. # 838.45 FOR GENERAL NOTES.
0"
FILL FACE
V1 @ 9"
@ WING WALL
PIPE NOT
SHOWN
SECTION - BB
5 SPA. @ 11" FILL
FACE 2-V2, 2-V3, 2-V4
iii=i�a
iiiiNKIN "Z"
3-N1 Mairl 3-N2
2 SPA. @ 1'-10"
STR. FACE
1-V2, 1-V3, 1-V4
WING ELEVATION
V4
V4
H1
10" 2"--11-1
2"
FILL FACE II
SECTION - AA
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0
BILL OF MATERIAL FOR ENDWALL
REINF. STEEL
2 PIPES 3 PIPES
BAR SIZE
LENGTH
NO.
WEIGHT NO . WEIGHT
B1 #4
5'-6"
8
29 12 44
B2 #4
4'-6"
4
12 4 12
B3 #4
6'-6"
4
17 8 35
G2 #7
17'-2"
2
70
G3 #7
25'-8"
2 105
H1 #4
6'-0"
10
40 10 40
H2 #4
4'-0"
4
11 4
11
N1 #4
3'-11"
14
57 18
74
N2 #4
3'-5"
6
14 6
14
T1 #4
21'-2"
6
85
T2 #4
29'-8"
6
119
T4 #4
5'-6"
6
22 6
22
T5 #4
2'-6"
70
117 104
174
V1 #4
6'-3"
12
50 18
75
V2 #4
5'-1"
6
20 6
20
V3 #4
3'-11"
6
16 6
16
V4 #4
2'-9"
6
11 6
11
Z1 #5
4'-4"
4
18 4
18
Z2 #4
3'-10"
4
10 4
10
Z3 #4
3'-2"
4
8 4
8
REINF. STEEL LBS.
607
808
ROADWAY STANDARD DRAWING FOR
J
cc
REINFORCED
90° SKEW
FOR DOUBLE & TRIPLE 60" PIPE
SHEET 1 OF 2
41.11.14111
BLN=C-1874
CHOPLIN FARMS SUBDIVISION
NASH COUNTY, NORTH CAROL/NA
„ \A CARO''
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Q l
= SEAL • =
19843
• 'Ai;F•NGINEE•��`�:
���'� 7/01AEL S'S�,`o�
,7
3/10/22 #
STREAM
CROSSING DETAIL
•
REVISIONS
♦
FILE NO. 2021-059
HORZ. SCALE: 1"=80'
CON./R.C. CU. YDS
7.9
9.9
838.28
Come to me, all of you who are weary and burdened, and I will give you rest. Take up my yoke and learn from me, because I am gentle and lowly in heart, and you will find rest for your souls. Matthew 11:28-29
VERT. SCALE: NONE
CE-14

EROSION AND SEDIMENTATION CONTROL NARRATIVE
P
•
J T
IP
0
The purpose of this portion of the project is for construction of Phase 2 of Choplin Farms residential subdivision.
The property is currently owned by Axiom Development 3, LLC. The site is currently
undeveloped and development will include streets, storm drainage and utilities. Phase 1 will consist of
71 lots (lots 1-71). Phase 2 will consist of 31 Lots (Lots 72-102). Phase 1 and Phase 2 Land disturbance
applications will be submitted separately. When Phase 1 is close to completion, a separate land disturbance
application for Phase 2 will be filed with NCDEQ.
Approximately 37.62 acres will be disturbed during construction of Phase 1. Approximately 17.77 acres will be
disturbed during construction of Phase 2. The maximum fill will be 2-3 feet. The maximum cut will be 2-3 feet.
Phase 2 of the project is scheduled to begin construction in Fall 2022 with project completion and final
stabilization by winter 2023. The erosion and sediment control program for Phase 2 of this project will include
an initial and final phase. The Initial phase of Phase 2 is intended to serve the site during the clearing and grubbing portion
of the project and will include the installation of a suitable construction entrance, silt fence, silt fence outlets, temporary
diversions, an area for material storage and employee parking and skimmer sediment basins. The final phase of the erosion
control plan is intended to serve the site during the grading portion and will include the additional installations of wattles,
rolled erosion control product (RECP), outlet protection for pipes, a concrete washout station and permanent seeding.
ADC 1T "0' R
The adjacent property is mostly undeveloped agriculture land.
SOILS
The soil at this site is a sandy clay.
EROSION AND SEDIMENT CONTROL MEASURES
All vegetative and structural erosion and sediment control practices shall be constructed and
maintained by the contractor according to these plans and specifications and the minimum
standards of the Dept. of Environmental Management, Land Quality Section.
The contractor shall also follow any additional requirements as outlined by the Project
Engineer.
Structural Practices
1. Vehicle wheels shall be clean when leaving the site to prevent the tracking of mud on paved
roads.
2. Construction Road Stabilization: Construction traffic shall be limited to stabilized areas. At a
minimum, a temporary gravel construction entrance shall be provided as shown on this
drawing.
3. Silt Fence: Silt fences shall be provided where shown and as needed on the site plan. These
barriers shall be used to contain sediment.
4. Rip Rap/Gravel Filter Sediment Basins: Construct basin to the shape and dimensions shown in
the details. The basin is to be placed below the existing ditch flow line by 2' with the berm built
above as dimensioned.
Management Strategies
1. Perimeter measures are to be installed prior to grubbing or grading.
2. Tail Ditches shall be stabilized immediately following their construction. As an alternate, rock
check dams may be provided at their outlets and/or the terminal downstream end of
disturbance until ground cover is implemented.
3. Stockpile and/or waste areas must be maintained within the limits of the areas protected bythe
proposed measures and otherwise temporarily seeded if to be left stockpiled over 15 calender ays.
4. Construction shall be planned so that grading operations can begin and end as quickly as
possible.
5. Silt Fences shall also be installed prior to or as a first step in construction.
6. The Contractor shall be responsible for the installation and maintenance of all erosion and
sediment control practices.
Vegetative Ground Cover
Immediately following grading, all areas shall receive either permanent or temporary seeding, as
applicable, as follows:
Site Area Description:
Stabilization Time Frame:
Stabilization Time Frame Exceptions:
Perimeter dikes, swales,
ditches & slopes.
7 Days
None
High Quality Water (HQW)
Zones.
7 Days
None
Slope steeper than 3:1
7 Days
If slopes are 10' or less in length & are
not steeper than 2:1, 14 days ore allowed.
Slopes 3:1 or flatter.
14 Days
7 Days for slopes greater than 50 feet
in length.
All other areas with slopes
flatter than 4:1
14 Days
None (Except for perimeters and HQW
Zones)
TEMPORARY SEEDING SPECIFICATIONS
SEEDING MIXTURE
SPECIES
WINTER/EARLY SPRING - RYE (GRAIN)
KOBE LESPEDEZA
SUMMER - GERMAN MILLET
RATE (LB/ACRE)
120
50
40
MULCH/TACKING AGENTS
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH.
ANCHOR STRAW BY TACKING WITH ASPHALT AT 400 GALLONS/ACRE, OR NETTING, OR ROVING.
PERMANENT SEEDING SPECIFICATIONS
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE 200
CENTIPEDE 25
NURSE PLANTS
BETWEEN APR. 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS.
OR AFTER AUG. 15 ADD 25 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30
FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31
PRIOR TO MAY 1
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TEST IS NOT AVAILABLE APPLY 2 TONS/ACRE
AGRICULTURAL GRADE LIMESTONE AND 1,000 LBS/ACRE OF 10-10-10 FERTILIZER, OR APPLY 30-50
LB/ACRE SEDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD 25 LB/ACRE RYE (GRAIN).
Maintenance
1. Reseed and mulch bare spots larger than 9 square feet (limited to 5
2. Maintain all seeded areas until uniform stand is acceptable.
3. If growth is not established by final project inspection, continue specit/'led attention .untilthe
stand is acceptable. . maximum osita area.)
4. Correct and repair all undue settling and erosion within 1 year after final inspection.
5. Remove from the site, all erosion control structures after complete stabilization at end of
construction period.
6. Remove silt from sediment pits and from behind check dams when silt is within half depth of
the pit or spillway. Dispose of in an area where silt cannot re-enter pit / trap.
Calculations
The practice utilized for the proposed site did require formal calculations. Calculations have been
provided.
OWNER & DEVELOPER
AXIOM DEVELOPMENT 3, LLC
3739 NATIONAL DRIVE, SUITE 105
RALEIGH, N.C. 27612
PHONE: [phone]
CONTACT: TOM WHITE
EMAIL: tw.'te.'■ . •f
•
CONSTRUCTION SEQUENCE
1. Erosion and Sediment Control (E&SC) permit and a Certificate of Coverage (COC) must be obtained before any land disturbing
activities (including timbering and demolition) occur. Retain a copy of the approved erosion control plan and permit onsite
in a permit box that is accessible at all times for inspections. Contact DEMLR Raleigh Regional Office 48 hours prior to
commencing the land disturbing activity. The contact number is 919)-791-4200. Per NPDES requirements, a rain gauge,
self -inspections records, permit, Certificate of Coverage, and S&E plan are required to be maintained on site and
accessible during inspection. It is recommended that these items be placed in a permits box at the beginning or entrance of
project. No demolition or timbering of site is allowed until E&SC plan permit is issued.
2. A Pre -construction conference is to be scheduled with DEMLR Raleigh Regional Office 919-791-4200, at least one week prior
to commencing construction.
3. Construct the construction entrance (stone tire cleaning facility) as shown on the plans. Maintain the construction entrance
dailyto ensure that mud and silt will not be tracked ontopaved surfaces. If mud is tracked onto anypaved surface, it is to be
removed immediately. Self -inspections for erosion and sedimentation control measures are to be performed at least once every
seven calendar days and within 24 hours of every rain event of greater than 1 inch. Any needed repairs shall be made
immediately to maintain measures as designed. All ESC measures shall be maintained repairs shall be made immediately to
made immediately to maintain measures as designed. All ESC measures shall be maintained as specified in the construction detail
on this plan. A rain gauge shall be installed at the project site for monitoring.
4. Construct all perimeter erosion control measures to contain sediment on -site. Construct the silt fence, inlet protection, sediment
basins and concrete truck washout as shown. Upstream and downstream sediment basin slopes will be covered with a suitable
RECP. Permanently seed all areas that will not be disturbed during construction. Any bare soils between the downstream toe
of the basin slopes or diversions and perimeter E&SC measures is to be seeded, mulched and tacked. All diversion and permanent
ditches will be lined to the top of the bank. Run off from permanent swales must be directed into the sediment basins.
5. Begin demolition and stripping of topsoil. Trees and other woody vegetation along stream banks will be hand cut and the
stumps/root balls left until permanent crossing is installed.
6. Seed, straw, and tack all areas that are graded to their final disposition. When installing utilities in dry conditions, first install
coffer dams and de -water the work area to isolate it. After isolating, divert any upland run off. When finished installing utilities,
stabilize the bank and re -install appropriate E&SC measures.
7 Continue grading and construction of the project. All slopes are to be tracked. All slopes, including interior and exterior
basin slopes are to be seeded and covered with suitable RECP after initial construction. Permanent ground cover
should be installed for all disturbed areas within 15 working days or 90 calendar days (whichever is shorter) following completion
of construction or development and that temporary groundcover needs to be installed in 7 or 14 days
(per the more stringent NPDESStorm water requirements).
8. Maintain erosion control measures daily and reseed disturbed areas as needed.
9. Backfill or grade as necessary to obtain desired grades.
10. Inspect all erosion control devices weekly and after each rainfall event. Repair as needed.
11. After the site is completely stabilized and the Project Engineer has certified completion and stabilization, contact DEMLR Raleigh
Regional Office © 919-791-4200 for approval to remove all temporary erosion control devices. Sediment basins cannot be removed
until build out and all upland areas have been permanently stabilized. Dewatering is to be done through a silt bag that has a
floating intake and is constantly monitored while in use.
12. Permanently Seed/Sod all disturbed areas.
13. When the project is complete, the permittee shall con tact DEMLR to close out the E&SC Plan.
PVC END CAP
SKINNER SEPINENTBAS/N
NOT TO SCALE
ARM ASSEMBLY
"C" ENCLOSURE
WATER ENTRY UNIT
PERSPECTIVEV/EW
NOT TO SCALE
PVC END CAPJ
PVC TEE,
INFLOW
DEWATERING
ZONE
FILTER FABRIC
PVC ELBOW
PVC PIPE
1/2" HOLES IN
UNDERSIDE
END VIEW
NOT TO SCALE
ROPE FOR
SKIMMER
RETRIEVAL
CATER SURFACE
SCHEDULE 40 PVC PIPE
PLAN VIEW BAFFLES
NOT TO SCALE
INFLOW
`STRUCTURE
SEDIMENT STORAGE
ZONE
BAFFLES
/ \
FRONT VIEW
NOT TO SCALE
SKIMMER
DEWATERING
DEVICE ON
4'X4' RIP
RAP PAD
CROSS-SECTION VIEW
NOT TO SCALE
SCHEDULE 40 PVC PIPE
)
1' FREEBOARD
ORIFICE PLATE
PVC TEE
BOTTOM SURFACE
6" MIN. INVERT ELEVATION OF
EMERGENCY SPILLWAY
ROPE FOR
SKIMMER
RETRIEVAL
EMERGENCY SPILLWAY
IMPERVIOUS LINER
EMBANKMENT
EMERGENCY
SPILLWAY
CONSTRUC110N SPECIF/CA11ONS:
1. Clear, grub, and strip the area under the embankment of all vegetation and root mat. Remove all surface soil containing high amounts of organic matter and
stockpile or dispose of it properly. Haul all objectionable material to the designated disposal area. Place temporary sediment control measures below basin as needed.
2. Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter, and other objectionable material. Place the fill in lifts not to exceed
9 inches, and machine compact it. Over fill the embankment 6 inches to allow for settlement.
3. Shape the basin to the specified dimensions. Prevent the skimming device from settling into the mud by excavating a shallow pit under the skimmer or providing a
low support under the skimmer of stone or timber.
4. Place the barrel (typically 4-inch Schedule 40 PVC pipe) on a firm, smooth foundation of impervious soil. Do not use pervious material such as sand, gravel, or
crushed stone as backfill around the pipe. Place the fill material around the pipe spillway in 4-inch layers and compact it under and around the pipe to at least the
same density as the adjacent embankment. Care must be taken not to raise the pipe from the firm contact with its foundation when compacting under the pipe
haunches.
Place a minimum depth of 2 feet of compacted backfill over the pipe spillway before crossing it with construction equipment. In no case should the pipe conduit be
installed bycutting a trench through the dam after the embankment is complete.
9 9 P
5. Assemble the skimmer following the manufacturers instructions, or as designed.
6. Lay the assembled skimmer on the bottom of the basin with the flexible joint at the inlet of the barrel pipe. Attach the flexible joint to the barrel pipe and position
the skimmer over the excavated pit or support. Be sure to attach a rope to the skimmer and anchor it to the side of the basin. This will be used to pull the
skimmer to the side for maintenance.
7 Earthen spillways - Install the spillway in undisturbed soil to thegreatest extent possible. The achievement ofplanned elevations grade, design width, and entrance
P Ys P y P � 9
and exit channel slopes are critical to the successful operation of the spillway. The spillway should be lined with laminated plastic or impermeable geotextile fabric. The
fabric must be wide and long enough to cover the bottom and sides and extend onto the top of the dam for anchoring in a trench. The edges may be secured with
8-inch staples or pins. The fabric must be long enough to extend down the slope and exit onto stable ground. The width of the fabric must be one piece, not joined
or spliced,• otherwise water can get under the fabric. if the length of the fabric is insufficient for the entire length of the spillway, multiple sections, spanning the
complete width, may be used. The upper section(s) should overlap the lower section(s) so the water cannot flow under the fabric. Secure the upper edge and sides of
the fabric in a trench with staples or pins.
8. Inlets - Discharge water into the basin in a manner to prevent erosion. Use temporary slope drains or diversions with outlet protection to divert sediment -laden
water to the upper end of the pool area to improve basin trap efficiency.
9. Erosion control - Construct the structure so that the disturbed area is minimized. Divert surface water away from bore areas. Complete the embankment before the
area is cleared. Stabilize the emergency spillway embankment and all other disturbed areas above the crest of the principal spillway immediately after construction.
10. Install porous baffles as specified.
11. After all the sediment producing areas have been permanently stabilized, remove the structure and all the unstable sediment. Smooth the area to blend with the
adjoining areas and stabilize properly.
MAINTENANCE:
Inspect skimmer sediment basins at least weekly and after each significant (one-half inch or greater) rainfall event and repair immediately. Remove sediment and
restore the basin to its original dimensions when sediment accumulates to one-half the height of the first baffle. Pull the skimmer to one side so that the
sediment underneath it can be excavated. Excavate the sediment from the entire basin, not just around the skimmer or the first cell Make sure vegetation
growing in the bottom of the basin does not hold down the skimmer
Repair the baffles if they are damaged. Re -anchor the baffles if water is flowing underneath or around them.
If the skimmer is clogged with trash and there is water in the basin, usually jerking on the rope will make the skimmer bob up and down and dislodge the debris
and restore flow. If this does not work, pull the skimmer over to the side of the basin and remove the debris. Also check the orifice inside the skimmer to see
if it is clogged; if so, remove the debris.
If the skimmer arm or barrel pipe is clogged, the orifice can be removed and the obstruction cleared with a plumber's snake or by flushing with water. Be sure
and replace the orifice before repositioning the skimmer.
Check the fabric lined spillway for damage and make any required repairs with fabric that spans the full width of the spillway. Check the embankment, spillways,
and outlet for erosion damage, and inspect the embankment for piping and settlement. Make all necessary repairs immediately. Remove all trash and other debris
from the skimmer and pool areas.
Freezing weather can result in ice forming in the basin. Some special precautions should be taken in the winter to prevent the skimmer from plugging with ice.
aintenance Notes:
Do not let any area remained exposed for more than 7 or 14 calendar days according to chart without
applying temporary seeding.
Maintain all erosion control measures daily and reseed disturbed areas as needed.
Inspect all erosion control measures weekly and after each rainfall event. Repair as needed.
At the end of each day's storm drainage operation, construct a temporary pipe inlet protection device until
the next day's operation continues.
GENERAL NOTES:
1. Clear, grub, and strip the area under the embankment of all vegetation and root mat. Remove all
surface soil containing high amounts of organic matter and stockpile or dispose of it properly. Haul
all objectionable material to the designated disposal area.
2. Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter, and
other objectionable material. Place the fill in lifts not to exceed 9 inches and machine compact it.
Over fill the embankment 6 inches to allow for settlement.
3. Construct the outlet section in the embankment. Protect the connection between the riprap and the
soil from piping by using filter fabric or a keyway cutoff trench between the riprap structure and
the soil.
Place the filter fabric between the riprap and soil. Extend the fabric across the spillway
foundation and sides to the top of the dam; or
Excavate a keyway trench along the centerline of the spillway foundation extending up the
sides to the height of the dam. The trench should be at least 2 ft. deep and 2 ft. wide
with 1:1 side slopes.
4. Clear the pond area below the elevation of the crest of the spillway to facilitate sediment cleanout.
5. All cut and fill slopes should be 2:1 or flatter.
6. Ensure that the stone (drainage) section of the embankment has a minimum bottom width of 3 ft.
and a maximum side slopes of 1:1 that extend to the bottom of the spillway section.
7. Construct the minimum impermeable lined spillway bottom width, as shown on the plans, with 2:1 side
slopes extending to the top of the over filled embankment. Keep the thickness of the sides of the
spillway outlet structure at a minimum of 21 inches. The weir must be level and constructed to
grade to assure design capacity.
8. Ensure that the impermeable spillway outlet section extends downstream past the toe of the embankment
until stable conditions are reached and outlet velocity is acceptable for the receiving stream. Keep
the edges of the outlet section flush with the surrounding ground and shape the center to
confine the outflow stream (References: Outlet Protection).
9. Direct emergency bypass to natural, stable areas. Locate bypass outlets so that flow will not damage
the embankment.
10. Stabilize the embankment and all disturbed areas above the sediment pool and downstream from the
trap immediately after construction (References: Surface Stabilization).
11. Show the distance from the top of the spillway to the sediment cleanout level (one-half the design
depth) on the plans and mark it in the field.
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NOTES:
1. WATTLES SHALL BE FILLED WITH STRAW
OR OTHER APPROVED MATERIAL
2. SPACING FOR WATTLES SHALL BE
EVERY 50 FT OF CHANNEL
3. WATTLES MAY BE USED FOR
PROTECTION OF CATCH BASINS AND
DROP INLETS WITH APPROVAL BY THE
ENGINEER.
NCDOT WAA4TJLE
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SCALE: N.T.S.
12" DIAMETER STRAW FILLED WATTLE
PROFILE VIEW
WOODEN STAKE
FILTER FABRIC
OR DITCH LINER
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12" DIAMETER STRAW FILLED WATTLE
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7. 19843 .
EC NOTES
AND DETAILS
REVISIONS
4/25/22 - NCDEQ COMMENTS
8/15/22 - NCDEQ COMMENTS
FILE NO. 2021-059
HORZ. SCALE:
THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7:24
18"
VERT. SCALE:
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2' MIN.
EXCELSIOR MATTING
(lined to the top of the bank)
6' TYP.
DIMENSIONS OF TEMPORARY DIVERSION (GRASSED):
SIDE SLOPES = 2:1
DEPTH = 2'
SLOPE = 0.50% MIN. (SPECIFIED BY GRADE)
CONSTRUCTION SPECIFICATIONS:
1 REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN
ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND
CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE
LESS THAN 30 WORKING DAYS.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS
PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
TEMPOR.4RYBIVEBS/ON
NOT TO SCALE
C�#STBUCTIONEJYTBA4NCE
/
i'
/
2" - 3" COARSE
AGGREGATE
oo.
6" MIN.
CONSTRUCTION SPECIFICATIONS:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND
OTHER OBJECTIONABLE MA TERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON
THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER
SUITABLE OUTLET
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE
FOUNDATION IN L OCA TIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT
FROM LEA VING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC
TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY
IMMEDIA TEL Y REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS.
SILTFEJYCE
NOT TO SCALE
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NOT TO SCALE
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CONSTRUCTION SPECIFICATIONS:
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD OR EXTRA STRENGTH
SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24
INCHES ABOVE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF
WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE).
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE
LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,
SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET
MINIMUM OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO
THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE
BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON
THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD
HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF
8 FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE
GROUND A MINIMUM OF 24 INCHES.
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT
REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC
DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50
POUND TENSILE STRENGTH.
7. EXCAVATE A TRENCH APPROXIMA TEL Y 4 INCHES WIDE AND 8 INCHES DEEP
ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE
TRENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND
COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE
PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIA TEL Y. SHOULD THE FABRIC OF A
SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY. 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. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SEE PLAN
SILT FENCE
TOP VIEW
CONSTRUCTION SPECS:
1. CLEAR & GRUB THE AREA AROUND THE SILT FENCE
OUTLET AND PROPERLY DISPOSE OF DEBRIS.
2. PLACE GRAVEL TO THE SPECIFIC GRADE AS SHOWN
PER THE DETAIL.
3. PROPERLY OVERLAP STONE BEYOND EDGES OF SILT
FENCE OPENING.
MAINTENANCE:
INSPECT OUTLETS WEEKLY AND AFTER EACH RAIN EVENT.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA
AND REPAIR AS NEEDED. CAREFULLY CHECK OUTLETS
FOR EROSION AND REPAIR IMMEDIA TEL Y. ENSURE THERE
IS NO SCOURING APPARENT DOWNSTREAM OF OUTLET.
IMMEDIA TEL Y STABILIZE ANY AREAS THAT NEED REPAIR.
CONSTRUCTION SPECIFICATIONS:
1. APPLY SEED, STRAW AND TACK WITH RS OR CRS LIQUID EMULSIFIED ASPHALT AT A RATE EQUAL TO 10 GAL. PER
1000 S.F. COVER W/EXCELSIOR MATTING.
2. STAPLE EVERY 24" ALONG PERIMETER EDGES AND OVERLAPS. STAPLE EVERY 36" TO 48" RANDOMLY TO SECURE
MATTING.
3. LINE ALL TEMPORARY AND PERMANENT DITCHES TO THE TOP OF THE BANK.
Maintenance:
1.Inspect Rolled Erosion Control Products at least weekly and after each significant (1/2 inch or
greater) rain fall event repair immediately.
2. Good contact with the ground must be maintained, and erosion must not occur beneath
the RECP.
3. Any areas of the RECP that are damaged or not in close contact with the ground shall be
repaired and stapled.
4. If erosion occurs due to poorly controlled drainage, the problem shall be fixed and the
eroded area protected.
5. Monitor and repair the RECP as necessary until ground cover is established.
O
TURNDOWN NETTING
MINIMUM BURY 6"
8
OVERLAP NETTING
MINIMUM OVERLAP 18"
FLOW
PRE -FORKED SCOUR HOLE MAW
NOT TO SCALE
INFLOW
SQUARE PREFORMED
SCOUR HOLE PER
PLAN DIMENSIONS.
(CLASS B RIP RAP
NOT SHOWN FOR
CLARITY)
INFLOW
CLASS B RIP -RAP
W/TYPE 2 FILTER
FABRIC.
GENERAL NOTES:
1. SIDE SLOPES TO BE 3:1 OR GREATER.
2. DEPTH TO BE 18" MINIMUM. SEE GRADING PLAN FOR INDIVIDUAL CHANNEL
SLOPE AND DEPTH SPECIFICATIONS.
3. AFTER INSTALLING, APPLY SEED, AND TACK WITH RS OR CRS LIQUID
EMULSIFIED ASPHALT AT A RATE EQUAL TO 10 GAL. PER 1000 S.F. COVER
W/EXCELSIOR MATTING. SEE EXCELSIOR MATTING DETAIL.
W
(PER PLAN
DIMENSIONS)
PIPE OUTLETPROTECT/ON
NOT TO SCALE
PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
PLAN VIEW
La
FILTER BLANKET
OR (MIRAFI 140N) SECTION A -A
PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
18"
STANDARD
ROLL WIDTH
PERMANENT SOIL
REINFORCEMENT
MATTING. (PSRM)
PSRM SHALL BE
SEEDED WITH
VEGETATION AT
INSTALLATION.
PSRM
INSTALL LEVEL AND
FLUSH W/NA TURAL
GROUND.
NA TURAL GROUND
MIN. 1' TUCK
FILTER BLANKET
OR (MIRAFI 140N) SECTION A -A
PIPE OUTLET TO
WELL-DEFINED CHANNEL
GENERAL NOTES:
1. La = THE LENGTH OF THE RIP RAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS
TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
TOP OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE
RIP RAP AND SOIL FOUNDATION.
5. FLARED END SECTION IS OPTIONAL. SEE PLANS FOR REQUIREMENT.
6. SEE PLAN AND PROFILES FOR ACTUAL DIMENSIONS.
TYPICAL STAPLE
USE #6 GAUGE WIRE
O
Debris from slope
above i s caught
by steps.
Drainage
Installation and Use:
1. Place Dewatering Bag on the ground or on a trailer over a relatively level,
stabilized area.
2. Insert discharge pipe a minimum of 5ft. inside dewatering bag and secure
with a rope wrapped 6 times around the snout over a 6 inch width of the
bag
3. Replace Dewatering Bag when half full of sediment or when the sediment
has reduced the flow rate of the pump discharge to an impractical amount.
Maintenance and Disposal:
1. Remove and dispose of accumulated sediment away from waterways or
environmentally sensitive areas. Slit open Sediment Bag and remove
accumulated sediment. Dispose of bag at an appropriate recycling or solid
waste facility. OR; as directed by engineer or inspector.
DEWATERING BAG
SCALE: N.T.S.
STRAW BALES
STAKE (TYP)
10 MIL PLASTIC
LINING
14.
STAPLE (2 PER BALE)
23
liTn (depending an material)
Y Gre'arer --
than vertical
d l I=II'�III_
F1 g ire e-C614 5ts F 5ispping cat slopes [mod6ed tnxn 4a 91VGC).
Groove by cutting furrows
along the contour. Irregul arilies
in tine sail surfce Catchrainwater
and relaln lime, fsrtlllner, and seed.
Figur. 6.D3e Croon
opt {m°diliod Sam Va ice].
0 MIL PLASTIC LINING
10-
C ut stepa w ith
drainage [O t1re back.
Avoid law spots.
14'
PLYWOOD PAINTED WHITE
BLACK LETTERS 6" TALL
WOOD POST
GROUND LEVEL
CONSTRUCTION SPECIFICA77ONS-
1. CONCRETE WASHOUT SIGN SHALL BE INSTALLED NO FURTHER THAN 25' FROM THE
FACILITY AND SHALL BE VISIBLE TO ALL CONSTRUC770N TRAFFIC.
2. POLYETHYLENE SHEE77NG SHALL BE 10 MILS FREE OF HOLES, TEARS, OR LEAKS.
MAINTENANCE.
FACILITY SHALL NOT BE FILLED MORE THAN 12" FROM THE TOP BEFORE DISPOSING OF
CONCRETE. CONCRETE SHALL BE DISPOSED OF IN THE SAME MANNER AS OTHER
NON-HAZORDOUS MATERIALS FROM THE SITE OR MAY BE BROKEN UP AND USED AS
FILL IN NON-STRUCTURAL AREAS.
SILT FENCE
STRAW BALE
METAL STAKE (2 PER BALE)
CONCRETE TRUCKIMSHOUT
NOT TO SCALE
Slope
CONSTRUC110N SPECIFICA IKONS•
-
NORTH CAROLINA
&NE CALL CENTER
www.ncocc.org
Fill Slope
1. Stair -step grade or groove cut slopes with o gradient steeper than 31
Grooving uses machinery to create a series of ridges and depressions that run across the slope (on the contour).
Groove using any appropriate implement that con be safely operated on the slope, such as disks, tillers, spring harrows, or the teeth on a front-end
loader bucket. Do not make such grooves less than 3 inches deep nor more than 15 inches apart.
2 Use stair -step grading on any erodible material soft enough to be ripped with a bulldozer. Slopes consisting of soft rock with some subsoil are particularly
suited to stair -step grading.
3. Make the vertical cut distance less than the horizontal distance, and slightly slope the horizontal position of the 'step' in toward the vertical wall.
4. Do not make individual vertical cuts more than 2 feet in soft materials or more than 3 feet in rocky materials.
Cut Slope
1. Place fill slopes with a gradient steeper than 3.1 in lifts not to exceed 9 inches, and make sure each lift is properly compacted. Ensure that the face of
the slope consists of loose, uncompacted fill 4 to 6 inches deep. Use grooving, as described above, to roughen the face of the slopes, if necessary.
2 Do not blade or scrape the final slope face.
Limit roughening with tracked machinery to sandy soils to ovoid undue compaction of the soil surface. Tracking is generally not as effective as the other
roughening methods described.
Operate tracked machinery up and down the slope to leave horizontal depressions in the soil. Do not back -blade during the final grading operation.
MAINTENANCE
Periodically check the seeded slopes for rills and washes. Fill these areas slightly above the original grade, then reseed and mulch as soon as possible.
SLOPE TRACKING
SCALE: N.T.S.
7:0°000ci
0000° 00�° 00 00 °'Jo•O o 0 Qo 0
°°� Ob50o0000000°0 0000 ..c)°o °.. o•. o•o°
cj
c.
O °00• po.•�o o°000000c00000a°o o0 00000
0
T�JJ • ..►ice ��s;
�� CAPACITY OF PIPE CULVERTS
TOGETHER = BANKFULL FLOW
25
Y"! ••' • •• MINIMUM
:HANNEL •..-'.1
1/2 DIAMETER OF PIPE
OR 12" WHICHEVER IS
GREATER
Notes
Timber mats shall be used to cross smaller streams where the span of the mat will stretch from bank
to bank Bridges or matting will be anchored to prevent displacement/loss during highwater events.
TIMBER MAT/ STREAM/ WETLAND CROSSING
[ BLN=C-1874
```oilli VI1111,,
'R-... .S S l pN` A ***
Q SEAL l
19843
EC NOTES
AND DETAILS
REVISIONS
4/25/22 - NCDEQ COMMENTS
5/6/22 - NCDEQ COMMENTS
6/17/22 - NCDEQ COMMENTS
9/12/22 - NCDEQ COMMENTS
FILE NO. 2021-059
HORZ. SCALE: 1"=50'
VERT. SCALE: 1"=5'
D-02
THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7:24

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 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 STABILIZA TION
Required Ground Stabilization Timeframes
Site Area Description
Stabilize within
this many calendar
days after ceasing
land disturbance
Timeframe variations
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
(b) High Quality Water
(HQ W) Zones
7
None
(c) Slopes steeper
than 3:1
7
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d) Slopes 3:1 to 4:1
14
-7 days for slopes greater than 50' in length
and with slopes steeper than 4:1
-7 days for perimeter dikes, swales, ditches,
perimeter slopes and HQ W Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
flatter than 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-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
will not dislodge the soil. Use one of
Stabilize
the
the ground sufficiently so that rain
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
other mulches and tackifiers
• Hydroseeding
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other mulch
• Plastic sheeting
• Permanent grass seed covered with straw or
other mulches and tackifiers
• Geotextile fabrics such as permanent soil
reinforcement matting
• Hydroseeding
• Shrubs or other permanent plantings covered
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
POL VACRYLAM/DES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NCDWR List ofApproved DAMS/F/occu/ants
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NCDWR List ofApproved
PAMS/F/occu/ants 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 TO/LETS
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.
SANDBAGS (TYP.)
OR STAPLES
SILT FENCE
A A \
O O O
CONCRETE
WASHOUT
"•••A
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
PLAN
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
HIGH
COHESIVE &
LOW FILTRA770N
SOIL BERM
1: 1
SIDE SLOP
(TYP.
10 MIL
PLASTIC SANDBAGS (TYP.)
LIMN OR STAPLES
SECTION A -A
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 7511 OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
10'
MIN
iB
AAAA/
<n\V�V/°>�
<O> <O> o
<0> <o>
<o o^O^oQ > t
/VVVV\
SANDBAGS (TYP.)
OR STAPLES
CONCRETE
WASHOUT
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
PLAN
10 MIL
PLASTIC LINING
1: 1 SIDE SLOP
(MP.)
SECTION B-B
SANDBAGS (MP.)
OR
STAPLES
HIG
COHESIVE &
LOW FILTRATION
SOIL BERM
NOTES:
1. ACTUAL LOCATION DETERMINED IN
FIELD
2. 711E CONCRETE WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY 14171,1 A MINIMUM 12
INCHES OF FREEBOARD.
3.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.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
1
` BLN-C-1874
•
11
• 'R`Q S S %p�
Q
SEAL
r
19843
v•
.,FN�INEE�.
'//A,ir"CNAEL '``
/Immo
b4ael
3/10/22
NPDES NOTES
AND DETAILS
•
REVISIONS
FILE NO. 2021-059
HORZ. SCALE: 1"=50'
THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7.24
VERT. SCALE: 1"=5'
D-03

PART III
SELF -INSPECTION,
SECTION A: SELF -INSPECTION
RECORDKEEPING AND REPORTING
normal business hours in accordance with the
or site conditions would cause the safety of the
the inspection may be delayed until the next
perform the inspection. In addition, when a
than 1.0 inch occurs outside of normal business
performed upon the commencement of the next
were delayed shall be noted in the
Self
table
inspection
business
storm
hours,
business
Inspection
-inspections are required during
below. When adverse weather
personnel to be in jeopardy,
day on which it is safe to
event of equal to or greater
the self -inspection shall be
day. Any time when inspections
Record.
Inspect
Frequency
(during normal
business hours)
Inspection records must include:
(1) Rain gauge
maintained in
good working
order
Daily
Daily rainfall amounts.
If no daily rain gauge observations are made during weekend or
holiday periods, and no individual -day rainfall information is
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
Measures
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the measures inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Indication of whether the measures were operating
properly,
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
discharge
outfalls (SDOs)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the discharge outfalls inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Evidence of indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration,
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
site
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If visible sedimentation is found outside site limits, then a record
of the following shall be made:
1. Actions taken to clean up or stabilize the sediment that has left
the site limits,
2. Description, evidence, and date of corrective actions taken, and
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
wetlands onsite
or offsite
(where
accessible)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If the stream or wetland has increased visible sedimentation or a
stream has visible increased turbidity from the construction
activity, then a record of the following shall be made:
1. Description, evidence and date of corrective actions taken, and
2. Records of the required reports to the appropriate Division
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
stabilization
measures
After each phase
of grading
1. The phase of grading (installation of perimeter E&SC
measures, clearing and grubbing, installation of storm
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.
SELF -INSPECTION, RECORDKEEPING
SECTION B: RECORDKEEPING
PART III
AND REPORTING
deviation shall be kept on the site.
throughout the coverage under this
the E&SC plan shall be kept on site and
normal business hours.
1.
2.
the
the
make
3.
period
E&SC Plan Documentation
The approved E&SC plan as well as any approved
The approved E&SC plan must be kept up-to-date
permit. The following items pertaining to
available for inspection at all times during
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC plan.
Initial and date each E&SC measure on a copy
of the approved E&SC plan or complete, date
and sign an inspection report that lists each
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
in accordance with the approved E&SC
plan.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
requirements for all E&SC measures
have been performed.
Complete, date and sign an inspection report.
(e) Corrective actions have been taken
to E&SC measures.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on
site and available for inspectors at all times during normal business hours, unless
Division provides a site -specific exemption based on unique site conditions that
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 twelve months. The permittee
shall record the required observations on the Inspection Record Form provided
by the Division or a similar inspection form that includes all the required
elements. Use of electronically -available records in lieu of the required paper
copies will be allowed if shown to provide equal access and utility as the
hard -copy records.
Documentation to be Retained for Three Years
All data used to complete the e-NO/ and all inspection records shall be maintained for a
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be
drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times
with extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface
withdrawal shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part Ill, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls
include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the
United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
NORTH CAROLINA
NNE CALL CENTER
www.ncocc.org
(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).
(c) Releases of hazardous substances in excess of reportable quantities under Section
311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of
CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or
the environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall
contact the appropriate Division regional office within the tmeframes and in
accordance with the other requirements listed below. Occurrences outside normal
business hours may also be reported to the Department's Environmental Emergency
Center personnel at [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
•
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(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
substances per Item
location of the spill or release.
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
122.41(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
may endanger
noncompliance, and its causes; the period of noncompliance,
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
1
BLN-C-1874
6
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•
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SEAL
19843• =
! •'•.e4, NEED•. G��e�`
dtae,
3/10/22
NPDES NOTES
AND DETAILS
•
REVISIONS
FILE NO. 2021-059
HORZ. SCALE: 1"=50'
THEREFORE, EVERYONE WHO HEARS THESE WORDS OF MINE AND PUTS THEM INTO PRACTICE IS LIKE A WISE MAN WHO BUILT HIS HOUSE ON THE ROCK. MATTHEW 7:24
VERT. SCALE: 1"=5'
D-04

lierracon
January 21, 2022
Mr. Ethan Averette
Stocks Engineering
801 East Washington Street
Nashville, NC 27856
Re: Choplin Property
Wetlands/Waters Delineation
Nash County, NC
Terracon Project No. 70217849
Mr. Averette:
Terracon Consultants, Inc. (Terracon), has completed the requested wetlands and waters delineation for
the 110-acre Choplin Property located in Nash County, NC (Exhibit 1). Terracon staff was tasked with
evaluating features that may be considered subject to jurisdiction and permitting requirements under
Sections 404 and 401 of the Clean Water Act (CWA) and under the North Carolina Isolated and Other Non-
404 Jurisdictional Wetlands and Waters program. The results presented here are to be considered
preliminary delineation results and are subject to review and concurrence from U.S. Army Corps of
Engineers (USACE).
Background Research
Prior to the initiation of field efforts, several available resources were reviewed, including the U.S.
Geological Survey (USGS) 7.5-minute topographic quadrangle of Stencils Chapel, NC, the Natural
Resources Conservation Service (NRCS) published Soil Survey of Nash County, NC, aerial photography,
and other publicly available mapping resources. Field work was conducted by technical staff in December
2021 and January 2022.
Topography
Topography in the study area is characterized by gently rolling hills. Elevations range from a high of
approximately 229 feet above mean sea level (MSL) down to approximately 159 feet above MSL (Exhibit
1) based on a review of USGS mapping and other online resources.
Soils
Exhibit 2 depicts eight soil mapping units potentially occurring in the study area: Georgeville loam, 6 to 10%
slopes; Goldsboro fine sandy loam, 0 to 2% slopes; Nasom loam, 2 to 6% slopes; Nasom loam, 6 to 10%
slopes; Norfolk loamy sand, 2 to 6% slopes; Rains fine sandy loam; Wehadkee loam, frequently flooded;
and Worsham loam, 0 to 2% slopes. The soil mapping units Rains fine sandy loam, Wehadkee loam
frequently flooded, and Worsham loam, 0 to 2 % slopes that potentially occur in the study area are
considered hydric soils by NRCS and are conducive to potentially providing wetland conditions.
Wetlands and Waters
Section 404 of the CWA requires regulation of discharges into waters of the U.S. (WOTUS). Although the
principal administrative agency of the CWA is the U.S. Environmental Protection Agency (EPA), the U.S.
Army Corps of Engineers (USACE) has major responsibility for implementation, permitting, and
enforcement of provisions of the CWA. Water bodies such as rivers, lakes, and streams are subject to
jurisdictional consideration under the Section 404 program. However, by regulation, certain wetlands are
also considered WOTUS.
Responsive ■ Resourceful ■ Reliable

Wetland and Waters Delineation
Choplin Property Nash County, NC
January 21, 2022 Terracon Project No. 70217849
Currently WOTUS are assessed by the CWA's pre-2015 definition of WOTUS. This definition of WOTUS
includes the implementation of rulemaking as decided in the Supreme Court's decision of the consolidated
cases Rapanos v. United States and Carabell v. United States.
Specifically, the following waters will be under federal jurisdiction pursuant to the CWA:
• Traditional navigable waters (TNWs)
• Wetlands adjacent to TNWs
• Non -navigable tributaries of traditional navigable waters that are relatively permanent where the
tributaries typically flow year-round or have continuous flow at least seasonally (3 months)
• Wetlands that directly abut such tributaries
• Relatively permanent, standing or continuously flowing bodies of water "forming geographic
features" that are described in ordinary parlance as "streams, oceans, rivers, and lakes". These
are Relatively Permanent Waters (RPWs).
The following waters will be considered jurisdictional if a significant nexus (contributes to the physical,
chemical, or biological integrity of downstream TNWs) exists between these features and traditional
navigable waters:
• Non -navigable tributaries that are not relatively permanent
• Wetlands adjacent to non -navigable tributaries that are not relatively permanent
• Wetlands adjacent to but that do not directly abut a relatively permanent non -navigable tributary
The following waters will be considered non jurisdictional under the CWA:
• Swales or Erosional features (gullies, small washes characterized by low volume, infrequent or
short duration flows)
• Ditches (including roadside ditches) excavated wholly in and draining only uplands and that do not
carry a relatively permanent flow of water.
However, wetlands and other waterbodies that do not fall under federal regulation per the CWA may be
subject to jurisdiction by the N.0 Division of Water Resources (NCDWR) under the state's Isolated and
Other Non-404 Jurisdictional Wetlands and Waters program.
Our delineation methodology generally follows the guidance outlined in the Regional Supplement to the
USACE Wetland Delineation Manual for the Eastern Mountains and Piedmont Region, which states that
areas must exhibit three distinct characteristics to be considered jurisdictional wetlands: 1) prevalence of
hydrophytic (water tolerant) plants; 2) presence of hydric soils; and 3) sufficient wetland hydrology indicators
within 12 inches of the ground surface.
The study area was also reviewed for the presence of tributaries (stream channels) using criteria provided
by the USACE and the NCDWR. NCDWR stream identification forms were completed for the potential
tributaries in the study area. When present, intermittent and perennial tributaries, and certain other surface
waters, are also considered jurisdictional WOTUS by the USACE and/or NCDWR.
Preliminary Delineation Results
Our review of the Choplin Property identified eight (8) potential wetlands, one (1) potential tributary, and
one (1) potential surface water pond (Exhibit 3). These features may be subject to Section 404/401
jurisdiction by the USACE and/or NCDWR. Potential wetlands were flagged with pink -and -white and blue
flagging and potential tributaries and surface waters were flagged with orange and blue flagging.
2
Responsive ■ Resourceful ■ Reliable

Wetland and Waters Delineation
Choplin Property Nash County, NC
January 21, 2022 Terracon Project No. 70217849
These delineation results are considered preliminary and are subject to change pending site review by the
USACE. Exhibit 3 depicts the approximate locations and extent of the potential wetlands, tributaries and
the surface water and was prepared using non -survey grade, sub -meter GPS data. Exhibit 3 is not a
replacement for a traditional survey. It is suitable for preliminary planning purposes only and for use by a
surveyor to aid in locating flags. All potential wetlands and the tributary are likely to be subject to Section
404/401 jurisdiction. The surface water may potentially be considered isolated, and not subject to Section
404 jurisdiction, since no direct connection to downslope wetlands or waters was observed.
The following tables contain the specific information for the potential wetlands and tributary that were
identified and delineated inside the property boundary. The potential wetlands were classified according to
the North Carolina Wetland Assessment Method (NCWAM). The wetlands on site were classified as
Headwater Forest and Bottomland Hardwood Forest wetlands. Headwater Forest wetlands are
intermittently inundated to seasonally saturated, dominated by woody vegetation, and located in areas that
have less than a second -order stream or are located within a topographic crenulation without a stream.
Bottomland Hardwood Forest wetlands are found throughout the state in geomorphic floodplains of second
order and larger streams. These wetlands are generally intermittently to seasonally inundated.
Table 1. Potential Wetlands Identified for the Choplin Property
Potential
Wetland ID
NCWAM
Classification
Approximate
size (ac)
Hydrophytic
Vegetation'
Hydric Soil
(Munsell
color)
Indicators of
Hydrology'
W1
Bottomland
Hardwood
Forest
0.04
Red maple,
sweet gum,
ironwood
2.5Y 7/2
with redox
Water -stained
leaves, drainage
patterns
W2
Bottomland
Hardwood
Forest
0.05
Red maple,
black gum,
river birch,
giant cane
2.5Y 7/2
with redox
Water -stained
leaves, saturation
W3
Headwater
Forest
1.28
Red maple,
sweet gum,
common rush
2.5Y 6/2
with redox
Water -stained
leaves, drainage
patterns
W4
Bottomland
Hardwood
Forest
6.27
Red maple,
black gum,
river birch,
giant cane
2.5Y 7/2
with redox
Drainage patterns,
saturation
W5
Bottomland
Hardwood
Forest
2.23
Red maple,
sweet gum,
common rush
2.5Y 7/2
with redox
Water -stained
leaves, drainage
patterns
W6
Headwater
Forest
0.02
Red maple,
sweet gum,
common rush
2.5Y 6/1
with redox
Drainage patterns,
saturation
W7
Headwater
Forest
<0.01
Red maple,
sweet gum,
common rush
2.5Y 6/1
with redox
Drainage patterns,
saturation
3
Responsive ■ Resourceful ■ Reliable

Wetland and Waters Delineation
Choplin Property Nash County, NC
January 21, 2022 Terracon Project No. 70217849
Potential
Wetland ID
NCWAM
Classification
Approximate
size (ac)
Hydrophytic
Vegetation'
Hydric Soil
(Munsell
color)
Indicators of
Hydrology'
W8
Headwater
Forest
1.15
Sweet gum,
loblolly pine,
woolgrass
2.5Y 6/1
with redox
Drainage patterns,
saturation
Total:
11.05
Does not include all hydrophytic vegetation or hydrology indicators
Table 2. Potential Tributaries Identified for the Choplin Property
Potential
Tributary
ID
Flow Regime
NCDWR Stream
Score
Potentially
Subject to Buffer
Approximate Amount in
Study Area (LF)
T1
Perennial
31
Yes
1,238
Total:
1,238
1 Based on NCDWR score; subject to agency concurrence.
One (1) surface water pond (SW1) was identified on the site totaling 0.11 acres. No connection to
downstream waters or wetlands was observed. SW1 may be considered not subject to Section 404
permitting requirements and may be considered an isolated surface water.
Clean Water Act Permitting
Most impacts to wetlands and WOTUS, which are deemed under the jurisdiction of either the federal or
state regulatory authority (USACE or NCDWR, respectively) must first be permitted pursuant to Section
404 and Section 401 of the CWA and/or the State's Isolated and Other Non-404 Jurisdictional Wetlands
and Waters program. Activities so authorized are subject to additional requirements to comply with water
quality and storm water management. The Nationwide Permit (NWP) program, administered by USACE,
provides permitting of impacts which do not exceed pre -determined thresholds. Please note the potential
wetlands and tributaries appear to be hydrologically connected to other WOTUS based on our professional
opinion. These features will likely be subject to Section 404 jurisdiction. If determined necessary, Terracon
can prepare and submit a Preliminary Jurisdictional Determination (PJD) request to USACE to obtain
written concurrence. If no impacts to the wetland or tributary are proposed, then a PJD is not necessary.
Riparian Buffers/Setbacks
The study area is within the Neuse River Basin. Per the Neuse River Basin Riparian Buffer Rule, a 50-ft
riparian buffer may apply to streams that are mapped on either the most current version of the 1:24,000
scale (7.5 minute) quadrangle topographic maps (Exhibit 1) and/or the published Soil Survey prepared by
the Natural Resources Conservation Service of the United States Department of Agriculture (Exhibit 2).
Tributary T1 is depicted on the 7.5-minute quadrangle topographic map as well as the published soil survey.
Tributaries T1 will be subject to a 50-ft Neuse River Basin Riparian Buffer. SW1 is not depicted on either
map source and not subject to a 50-ft buffer.
Recommendations
Potential WOTUS (wetlands, tributaries and a surface water) have been identified on the Choplin Property.
Terracon can request a PJD review with USACE and a buffer determination with NCDWR upon your
4
Responsive ■ Resourceful ■ Reliable

Wetland and Waters Delineation
Choplin Property Nash County, NC
January 21, 2022 Terracon Project No. 70217849
request. A PJD review is not a prerequisite for Section 404/401 permitting; however, it is strongly
recommended. Terracon's professional opinion is that all wetlands and waters will be subject to 404
jurisdiction and 404/401 permitting would be needed to impact these features. Approval from NCDWR is
also required for impacts to riparian buffers. It is important to note that applying for a Section 404 permit
from USACE also triggers the need for compliance with the Endangered Species Act and the Historic
Preservation Act. Terracon is experienced with ensuring compliance with the above regulatory
requirements as well as offering full service permitting assistance.
Please contact our office if you have questions regarding this evaluation.
Sincerely,
Terracon Consultits, Inc.
Rhiannon Graham
Staff Scientist
6/ Harbour, PWS
Senior Scientist
5
Responsive ■ Resourceful ■ Reliable

N
t
'h.
C l:IA/
Y .
�11�rrasirr -Ci•�.�k -�
n Neuse River Basin
0 parcel
0
1,000
2,000
4,000
Feet
DATA SOURCES:
USGS Topo tile base map service of The National Map (TNM), data
refreshed May 2020; Site Boundary based on Nash County Parcel
Data.
PM:
RT
Project No.
70217849
1[erracon
Project Location
EXHIBIT
NO.
Drawn By:
KT
Scale:
1:24,000
Choplin Property
Nash County,
North Carolina
I
Checked By:
RT
Filename:
Choplin
Approved By:
JH
Date:
December 2021
2401 Brentwood Road, Suite 107 Raleigh, NC 27604
Phone: [phone] Fax: [phone]
5
a6
0
U
o_
as
2
0
0
0
co
co
0
0
0
6
ui

Soil Mapping Units
GeC
GoA
NoB
NnB
NnC
Ra
Wh
WoA
Georgeville loam, 6-10% slopes
Goldsboro fine sandy loam, 0-2% slopes
Nason loam, 2-6% slopes
Nason loam, 6-10% slopes
Norfolk loamy sand, 2-6% slopes
Rains fine sandy loam
Wehadkee loam, frequently flooded
Worsham loam, 0-2% slopes
] parcel
Soil Boundaries
0
350
700
1,400
Feet
DATA SOURCES:
NRCS Soil Survey of Nash County, 1989; Site Boundary based on
Nash County Parcel Data.
PM: JH
Project No.
70217849
1[erracon
NRCS Soils
EXHIBIT
NO.
Drawn By:
KT
Scale:
1:8,400
Choplin Property
Nash County,
North Carolina
2
Checked By:
RG
Filename:
cnopin
Approved By:
JH
Date:
December 2021
2401Brentwood Road, Suite107 Raleigh, NC 27604
Phone: [phone] Fax: [phone]
2
n
0
0
0
v
co
0
N
0
5
C0
w

These preliminary delineation results are subject to regulatory
review and concurrence.
N
•
•
1
•
•
•
•
•
1
7
W4
This is not a replacement for a traditional survey and is suitable
for preliminary planning purposes only and for use by surveyor
to aid in locating flags.
•
A
•
1
8
414
n Neuse River Basin
LJ Project Study Area
® Surface Water — Potential Tributary
Potential Wetland
0
200
400
800
Feet
0
U
DATA SOURCES:
Latest High -Resolution NC Statewide Orthoimagery, NC
OneMap Server; 2021; Site Boundary based on Nash 5,
County Parcel Data.
Note: Vegetation removal or alteration of soils or hydrology
after initial site evaluation can affect jurisdictional status a
and may require re-evaluation of wetland boundaries. Q
0
PM: JH
Project No.
70217849
1[erracon
Potential Wetlands and Waters
EXHIBIT
NO.
Drawn By:
KT
Scale:
1:6,000
Choplin Property
Nash County,
North Carolina
3
Checked By:
RG
Filename:
cnopin
Approved By:
JH
Date:
January 2022
2401 Brentwood Road, Suite 107 Raleigh, NC 27604
Phone: [phone] Fax: [phone]
UI
v
co
N
0
N
0
0)
C0
0

Project No. 70217849
1Ferracan
Coo aging Engineers & Scientists
N� E SE S
30 • 60 91) 12•1
18D 210
I • I • 1 • I • I • 1 • I • k • I • 1 • I • I • I • I • I - I • ! • I • 1 •
0 123°SE (T) Q 35.740143°N, 78.20921
1 °W ±49ft ■ 182ft
Photograph 1: Tributary T1 upstream.
0 212°SW (T) 35.739194°N, 78.211341°W ±98ft ■ 173ft
Photograph 2: Tributary T1 downstream.
Choplin Property

Project No. 70217849
lFerracan
CoueiItlug Engineers & scientists
C',
180 210 240 .270 300 330 i
I• I• I• I• I• I• I• I• I• I• I• I• I• 1• I• I• I• I• I
266°W (T) LAT: 35.739485 LON:-78.212897 ±29ft ♦ 171ft
Photograph 3: W2 wetland.
E
SE S
sw
60 90 120 '10 180 210 240
• I. 1• I. 1• I• 1• I• 1• I• 1• 1• I• 1• II• 1• I• I• 1
0149°SE (T) LAT: 35.741704 LON:-78.209490 ±32ft ♦ 184ft
Photograph 4: W3 wetland.
Choplin Property

Project No. 70217849
lFerracan
ConnnMug Engineers is Scientists
N NE E
SE
0 30 60 .90 120 150 181
• 1• 1• 1• 1• I• I• I• I• 1• 1• 1• 1• 1• 1• 1• 1• 1• 1• 1
87°E (T) LAT: 35.742218 LON:-78.209293 ±22ft ♦ 188ft
Photograph 5: W3 wetland.
O 88°E (T) LAT: 35.743476 LON:-78.208933 ±22ft ♦ 197ft
�.� Jan 2022, 10: 9:33 •
Photograph 6: W3 upland.
Choplin Property

Project No. 70217849
1Ferracan
Coo aging Engineers & Scientists
0 240°SW (T) r] 35.738140°N, 78.212566°W ±42ft ■ 168ft
Photograph 7: W4 wetland.
•
NE
60
• I• I• 1• I I• I• I• I•
E
90
SE. ;,.4
150
• I• 1• I• I• 1
S
180 210
• 1 • 1 • 1 • 1
0119°SE (T) 0 35.738239°N, 78.212437°W ±13ft ■ 180ft
Photograph 8: W4 upland.
Choplin Property

Project No. 70217849
1Ferracan
Coo aging Engineers & Scientists
SE V 1 SW i1
120 150 180 210 240 270
I• i• I• I• I• 1• 1• 1• 1• 1• 1• 1• I• 1• 1• I• 1• 1• 1
0 201°S (T) LAT: 35.736755 LON:-78.205218 ±32f
0145°SE (T) LAT: 35.737135 LON:-78.205560 ±36ft ♦ 191ft
Ak`
Choplin Property

Project No. 70217849
lierracon
Coo Engineers Is Scientists
W NW 11 NE
270 300 330 lo 30
0 358°N (T) LAT: 35.741935 LON: -78.209566 ±45ft • 187ft
Photograph 11: View of upland woods.
SW W NW
0 210 240 270 300 330 0
•I•1•I •I•I•1•I•1•I•1•I•1•I•1•I•1•I•I•
275°W (T) LAT: 35.741385 LON: -78.213564 ±13ft • 180ft
Photograph 12: View of western boundary.
Choplin Property

Project No. 70217849
lierracon
Consaiiing Engineers Ss Scientists
Photograph 13: View of upland woods.
SW NW
210 240 270 300 330 0
I• I • I • I • I • I • I • I • 1 • I • 1 • I • I • I • I • I • 1 • I • 1-
288°W (T) LAT: 35.739657 LON: -78.210563 ±49ft • 175ft
Photograph 14: View of stream crossing.
Choplin Property

Project No. 70217849
1Ferracan
COnrn1LLng Engineers & SeienenIs
N NE
0 30
E SE
60 90 120 150
I• I• I• I• I• I• I• I• I• I• 1• I• I• I• I• I• I• I• I•
0 83°E (T) LAT: 35.738136 LON:-78.209314 ±13ft ♦ 178ft
Photograph 15: View of ag field.
Choplin Property