20191353 Ver 1_PCN Form Submission_20191004

DWR
MOM— of Water Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
tial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Qiange only if needed.
BIMS # Assigned
20191353
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Select Project Reviewer*
Robert Tankard:eads\rbtankard
Information for Initial Review
1a. Name of project:
COURTESY COPY - Port Terminal Road Sanitary Sewer Extension
1a. Who is the Primary Contact?*
Kim Williams - Land Management Group
1b. Primary Contact Email:*
[e-mail]
Date Submitted
10/4/2019
Nearest Body of Water
Hardee Creek
Basin
Tar -Pamlico
Water Classification
C; NSW
Site Coordinates
Version# *
1
Reviewing Office*
Washington Regional Office - [phone]
1c. Primary Contact Phone:*
[phone]
Latitude:
Longitude:
35.592780
-77.315846
AProcessing Information
U
County (or Counties) where the project is located:
Pitt
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
rJ Nationwide Permit (NWP)
F- Regional General Permit (RGP)
F Standard (IP)

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
12 - Utility Lines
r 401 Water Quality Certification - Express
r Riparian Buffer Authorization
1e. Is this notification solelyfor 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?*
r- Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r- Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
0 Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
r' Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Happy Trail Farms, LLC
2b. Deed book and page no.:
2c. Responsible party:
Mr. H. E. Whichard, Jr.
2d. Address
Street Address
PO Box 1863
Address Line 2
dty
State / Frovince / fbgion
Greenville
NC
F stal / Zip Code
Country
27835
USA
2e. Telephone Number: 2f. Fax Number:
[phone]
r Yes r^ No
r- Yes r No

1b. Subdivision name:
(if appropriate)
1c. Nearest municipality / town:
Greenville
F
2. Project Identification
2a. Property Identification Number:
2b. Property size:
02481
1 acre
2c. Project Address
Street Address
along Port Terminal Road
Address Line 2
City
State / Rovince / fbgion
Greenville
NC
Postal / Zip Cade
Country
27835
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Hardee Creek
3b. Water Resources Classification of nearest receiving water:*
C: NSW
3c. What river basin(s) is your project located irl
Tar -Pamlico
3d. Please provide the 12 -digit HUC in which the project is located.
030201030605
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 consists of a proposed sewer line easement that will run along the southeast side of Port Terminal Road, crossing under the road and running northwest to tie into an existing
line. The corridor along the road is currently forested. A stream runs through a small portion of it and has adjacent wetlands. The area to the northwest is a mixture of fields and forest.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Topo Map.pdf
409.41 KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Soils Map.pdf 251.3KB
4f. List the total estimated acreage of all existing wetlands on the property:
28 LF
4g. List the total estimated linear feet of all existing streams on the property:
0.1 acre
4h. Explain the purpose of the proposed project:*
The purpose of the project is to serve future road frontage lots with sewer and to run sewer to the commercial corner lot at E. 10th Street and Port Terminal Road. One temporary
wetland/stream impact is needed to install the line.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The applicant proposes to install approximately 1,500 LF of sewer main between 8" and 12" diameter. The sewer easement will be 15' wide along Port Terminal Road and then widen to
30' for the remainder of the corridor. The applicant will dig a trench within the easement and install the sewer main. Material removed from the trench will be stockpiled in adjacent
upland areas within the easement. Once the pipe is installed, the trench will then be returned to pre -construction grades. Organic material removed from the trench will be returned to
the top 12" and the area will be seeded. The wetland area within the easement will be allowed to revegetate. Standard construction equipment will be used.
4j. Please upload project drawings for the proposed project.
Port Terminal Sewer Site Plan Drawings.pdf 2.31 MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the propertyor proposed impact areas?*
r Yes r No C Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A

Corps AID Number
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Paul Farley
Agency/Consultant Company: Land Management Group
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
Emily Thompson Wth the USACE confirmed the wetland/stream line vdthin the Port Terminal tract during an on site meeting on 9/19/19. Chris Pullinger of DWR confirmed that the
streams were not subject to riparian buffer rules during that same meeting. The JD has not been issued yet.
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes G No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries r Buffers
F Open Waters r Pond Construction
2. Wetland Impacts
2a1 Reason (?) 2b. Impact type * (?) 2c. Type of W.* 2d. W. name * 2e. Forested* 2f. Type of 2g. Impact
Jurisdicition * M area
Install sewer line T �]fferine Swamp Forest �NIAE
Both 0.030
F77] 1 ] ] (acres)
2g. Total Temporary Wetland Impact
0.030
2g. Total Wetland Impact
0.030
2h. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.000
❑ 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name* 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
Install sewer line Tem ora Excavation Ui of Hardee Creek Intermittent Both 1;;Q S1 pry (linear feet)
31. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts: 3i. Total temporary stream impacts:
0 28
3i. Total stream and ditch impacts:
28
3j. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
L^J

1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The sewer line corridor width has been minimized as much as possible and runs parallel to Port Terminal Road for much of its length to reduce
environmental impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Excavated material will be placed in uplands and will be returned back to the trench when the pipe is installed. The wetland area within the easement
Wil be allowed to revegetate.
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Impacts are temporary and minimal. Wetlands will be allowed to revegetate.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r' Yes r No
If no, explain why:
Site is located within the Tar Pamlico River Basin. Chris Pullinger confirmed that the stream on site is not subject to the riparian buffer rules.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r^ Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r 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 (15ANCAC 2B.0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
Sewer line Will only connect to small service area. No additional wetland or stream impacts are anticipated.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor 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?
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r^ Yes r No
5d. Is another Federal agency involved?*

r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r 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.?
r^ Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The NC Natural Heritage Program GIS layer was used to determine the presence of federally listed species. The West Indian Manatee, Neuse River
Waterdog, and several other state -listed mussels and fish are known to occur within a one -mile radius of the site, likely within the Tar River, located
approximately 0.5 mile north of the site. Appropriate habitat for these species does not exist within the site. Additionally, the site mostly supports
hardwood trees and would not provide suitable habitat for the red -cockaded woodpecker. Finally, the white nose syndrome zone of the northern long-
eared bat extends into Pitt County and removing trees may affect this species. But since no roosting trees or hibernacula are known to occur in the
County, any tree clearing would be exempt per the species' 4(d) rule. No blasting or other percussive activities will occur as a result of the sewer line
installation.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes
r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA EFH Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes
r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The NC State Historic Preservation Office HPOWEB GIS mapping resource was used to determine the presence of cultural or historic resources. No
cultural or historical resources were noted within or adjacent to the site.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
r Yes
r No
8b. If yes, explain how project meets FEMA requirements:
Engineer will ensure FEMA requirements are met.
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Map Service Website
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Vicinity Map.pdf 230.69KB
Aerial.pdf 362.54KB
Signau
t re
W By checking the box and signing below, I certify that:
• 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.
v

Full Name:
Kimberlee C Williams
Signature
c�nrr�� ��%r!!crrora
Date
10/4/2019

AGENT AUTHORIZATION FORM
TO WHOM IT MAY CONCERN:
Uwe, the undersigned, hereby authorize Land Management Group to act as our agent in the
preparation and representation of information related to the Section 404/401 permit application
for Port Terminal Road Sanitary Sewer Extension; Pitt County, NC project. All questions in
regards to this project should be directed to Land Management Group.
Print Name
l0 3-i 7
Date
/ 7T

Esri, HERE, Garmin, (c) OpenStreetMap contributors
Port Terminal RoadPitt County, NC
Map Date: August 2019LMG19.107 3805 Wrightsville AvenueWilmington, NC 28403(910) 452-0001
Figure 2Topographic Map
0 500 1,000250Feet¯L:\WETLANDS\2019 WETLANDS FILES\LMG19.107 --- Port Terminal Road, Mike Baldwin\maps
Boundaries are approximate and not meant to be absolute.Map Source: USGS Topographic Mosiac
Project Area
Esri, HERE, Garmin, (c) OpenStreetMap contributors
Port Terminal RoadPitt County, NC
Map Date: August 2019LMG19.107 3805 Wrightsville AvenueWilmington, NC 28403(910) 452-0001
Figure 3Soils Map
0 500 1,000250Feet¯L:\WETLANDS\2019 WETLANDS FILES\LMG19.107 --- Port Terminal Road, Mike Baldwin\maps
Boundaries are approximate and not meant to be absolute.Map Source: GIS Soils Data for Pitt County
Project Area
Esri, HERE, Garmin, (c) OpenStreetMap contributors, Sources: Esri, HERE,Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, EsriChina (Hong Kong), Esri Korea, Esri (Thailand), NGCC, © OpenStreetMapcontributors, and the GIS User Community
Port Terminal RoadPitt County, NC
Map Date: August 2019LMG19.107 3805 Wrightsville AvenueWilmington, NC 28403(910) 452-0001
Figure 1Vicinity Map
0 1 20.5 Miles¯L:\WETLANDS\2019 WETLANDS FILES\LMG19.107 --- Port Terminal Road, Mike Baldwin\maps
Boundaries are approximate and not meant to be absolute.Map Source: World Street Map
Site
Esri, HERE, Garmin, (c) OpenStreetMap contributors
Port Terminal RoadPitt County, NC
Map Date: August 2019LMG19.107 3805 Wrightsville AvenueWilmington, NC 28403(910) 452-0001
Figure 42016 Aerial Photograph
0 400 800200Feet¯L:\WETLANDS\2019 WETLANDS FILES\LMG19.107 --- Port Terminal Road, Mike Baldwin\maps
Boundaries are approximate and not meant to be absolute.Map Source: 2016 NC OneMap Aerial Photograph
Project Area
CONSTRUCTION PLANS
SHFFT 1 OF 5
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('_CNCRAI NIIITCQ
1. EPCW WATER CORPORATION'S RESPONSIBILITY FOR WATER LINES ENDS AT THE WATER METER.
2. GREENVILLE UTILITIES COMMISSION'S RESPONSIBILITY FOR SEWER SERVICES ENDS AT CLEANOUT AT
THE RIGHT OF WAY.
3. WATER AND SEWER SERVICES TO BE SCHEDULE 40 PVC. (PRIVATE WATER ONLY)
4. CONTRACTOR TO NOTIFY NO ONE CALL 72 HOURS PRIOR TO CONSTRUCTION, 1-800-632-4949.
5. ALL ELEVATIONS ARE RELATIVE TO NATIONAL VERTICAL GEODETIC DATUM. (NGVD 1929)
6. EROSION CONTROL PLAN IS REQUIRED,
7. A SECTION OF THIS PROJECT IS LOCATED IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY
THE FEDERAL EMERGENCY MANAGEMENT AGENCY. REFERENCE: FIRM 3720560700J, DATED 1/2/2004.
8. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE GREENVILLE UTILITIES COMMISSION MANUAL
FOR THE DESIGN AND CONSTRUCTION OF WASTEWATER SYSTEM EXTENSIONS.
9. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS, STREET MAINTENANCE DIVISION 48 HOURS PRIOR
TO MAKING CONNECTIONS TO EXISTING STORM DRAINS LOCATED WITHIN PUBLIC STORM DRAINAGE
EASEMENTS OR R/W's.
10. CONSTRUCTION PLANS AND SPECIFICATIONS SHALL BE APPROVED BY GREENVILLE UTILITIES
COMMISSION PRIOR TO CONSTRUCTION OF ANY SEWER MAINS.
11. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR THE CONSTRUCTION OF
THE ROADWAY, DRAINAGE, WATER UTILITIES AND SEEDING FOR A PERIOD OF ONE YEAR FROM THE
DATE OF ACCEPTANCE AND FINAL PAYMENT FROM THE OWNER.
12. NO PERMANENT STRUCTURE(S), INCLUDING BUT NOT LIMITED TO SUBDIVISION SIGNAGE, FENCES OR
STORAGE BUILDINGS SHALL BE CONSTRUCTED OR LOCATED IN ANY DRAINAGE EASEMENT SHOWN ON
THIS PLAT WITHOUT PRIOR APPROVAL FROM THE CIN OF GREENVILLE PUBLIC WORKS DEPARTMENT.
13. WETLANDS ARE VALUABLE NATURAL RESOURCES THAT PROVIDE IMPORTANT ECOLOGICAL FUNCTIONS.
BE ADVISED THAT ACTIVITIES IN WETLANDS ARE REGULATED BY THE FEDERAL GOVERNMENT UNDER
SECTION 404 OF THE CLEAN WATER ACT. JURISDICTIONAL WETLANDS MAY INCLUDE THE
PINE -SHRUB POCOSINS THAT ARE COMMON IN THIS REGION. IF ANY PRIVATE LAND OWNER,
DEVELOPER, CORPORATION, OR OTHER PERSON PROPOSES TO UNDERTAKE CONSTRUCTION/FILLING
ACTIVITIES IN OR NEAR A LAKE, STREAM, CREEK, TRIBUTARY OR ANY UNNAMED BODY OF WATER
INCLUDING ITS ADJACENT WETLANDS, FEDERAL PERMIT AUTHORIZATION MAY BE REQUIRED FROM THE
U.S. ARMY CORPS OF ENGINEERS PRIOR TO COMMENCEMENT OF SUCH LAND -DISTURBING ACTIVITIES,
PLEASE CONTACT MR. HENRY WICKER. TELEPHONE [phone] FOR A WETLAND DETERMINATION
AND INFORMATION REGARDING SPECIFIC PERMIT REQUIREMENTS.
CONSTRUCTION NOTES
1, PAVED AREAS SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY EXCEPT FOR THE TOP 6" OF SUBGRADE WHICH SHALL
BE COMPACTED TO 100% MAXIMUM DRY DENSITY IN ACCORDANCE WITH AASHTO-T99.
2, ALL EARTHWORK SHALL BE IN ACCORDANCE WITH DIVISION 2 - "EARTHWORK" OF THE NCDOT STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES DATED JANUARY 2012.
3. ALL PIPE CULVERTS SHALL BE IN ACCORDANCE WITH DIVISION 3 - "PIPE CULVERTS" OF THE ROBOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
4L ALL MAJOR STRUCTURES SHALL BE IN ACCORDANCE WITH DINSION 4 - "MAJOR STRUCTURES" OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
5. ALL SUBGRADE, BASES AND SHOULDERS SHALL BE IN ACCORDANCE WITH DIVISION 5 - 'SUBGRNBO BASES AND
SHOULDERS' OF THE NCOOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
6. ALL ASPHALT PAVEMENTS SHALL BE IN ACCORDANCE WITH DIVISION 6 - 'ASPHALT PAVEMENTS" OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012,
7. ALL CONCRETE PAVEMENTS AND SHOULDERS SHALL BE IN ACCORDANCE WITH DINSION 7 - "CONCRETE PAVEMENTS AND
SHOULDERS" OF THE ROBOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
S. ALL INCIDENTALS SHALL BE IN ACCORDANCE WITH DIVISION 8 - "INCIDENTALS" OF THE NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES DATED JANUARY 2012.
9. ALL SIGNING SHALL BE IN ACCORDANCE WITH DIVISION 9 - 'SIGNING" OF THE NCDOT STANDARD SPECIOCATIONS FOR ROADS
AND STRUCTURES DATED JANUARY 2012.
10, ALL MATERIALS SHALL BE IN ACCORDANCE WITH DIVISION 10 - "MATERIALS" OF THE NCDOT STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES DATED JANUARY 2012.
11, ALL SELECT FILL MATERIALS SHALL BE IN ACCORDANCE WITH DIVISION 10 - "MATERIALS OF THE NCOOT STANDARD
SPECIFICATIONS FOR SELECT MATERIALS: CLASS III, TYPE 2, DATED JANUARY 2012,
12. ALL WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH DIVISION 11 - "WORK ZONE TRAFFIC CONTROL" OF THE
PCD T STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
13. ALL PAVEMENT MARKINGS, MARKERS AND DELINEATION SHALL BE IN ACCORDANCE WITH DIVISION 12 - "PAVEMENT MARKINGS,
MARKERS AND DELINEATION' OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
14. ALL LIGHTING SHALL BE IN ACCORDANCE WITH DIVISION 14 - 'LIGHTING" OF THE NCDOT STANDARD SPECIFICATIONS FOR
ROA05 AND STRUCTURES DATED JANUARY 2012.
15, ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH DIVISION 15 - "UTILITY CONSTRUCTION" OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADSAND STRUCTURES DATED JANUARY 2012.
16. ALL EROSION CONTROL AND ROADSIDE DEVELOPMENT SHALL BE IN ACCORDANCE WITH DIVISION 16 - "EROSION CONTROL
AND ROADSIDE DEVELOPMENT" OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
t7. ALL SIGNALS AND INTELLIGENT TRANSPORTATION SHALL BE IN ACCORDANCE WITH DIVISION 8 - "SIGNALS AND INTELLIGENT
TRANSPORTATION' OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
18, THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR THE CONSTRUCTION OF THE ROADWAY, DRAINAGE,
WATER UTILITIES AND SEEDING FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE AND FINAL PAYMENT FROM
THE OWNER.
T:\DRAWINGS\) TOLD BLOCKS 2007\SYMBOLS\NC811 Eogo.jpg
Call 72 Hours Before You Dig!
1-800-632-4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE P RING THAT ALL EXISTING
PARTIES AND E
UTILITIES OR LOCATED P O CONSTRUCTION.
2, FLAG MEN, ARE
RESPONSIBLE FOR PLACING BARRICADES, USING
FUG MEN, ETC., AS NECESSARY To ENSURE SAFETY OF THE
PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
PACED ACCORDING TO THE A ORTA OF THE NORTH
CAROLINA DN, WHI EM o TRANSPORTATION, T, LOCAL
JURISDICTION, L BE I AD IS STRINGENT,
OSHA
a. SHORING SHALL BE IN 925, SUBPART,
O OSHA TRENCHING
STANDARDS, 29 PART 192 s, SUBPAreT, oR AS AMENDED.
GREENVILLE TOWNSHIP, PITT COUNTY, N.C.
HAPPY TRAIL FARMS, LLC
crr.al ,� ,�o; h.chard@gmaiLcom
POHL, LLC
DATE: JUNE 6, 2019.
SHEET INDEX
SHEET 1
OF 5
- COVER SHEET & GENERAL NOTES
SHEET 2
OF 5
- COMPOSITE MAP, EROSION CONTROL
PLAN & SANITARY SEWER EXTENSION
SHEET 3
OF 5
- PLAN & PROFILE STA. 0+00.00 TO
STA. 11+94.81
SHEET 4
OF 5
- PLAN & PROFILE STA. 11+94.81 TO
STA. 21+19.51
SHEET 5
OF 5
- SANITARY SEWER SYSTEM DETAILS &
EROSION CONTROL NOTES
LEGEND
35 ACRYLONITRIEE-BUTADIENE-STYRENE
3BOTTOM OF BANK
,B BACK OF CURB TO BACK OF CURB
BACK OF CURB
= BOLLARD
"E BASE FLOOD ELEVATION
.D BUILDING CORNER
BENCH MARK
JP BEST MANAGEMENT PRACTICE
BLOW OFF
iP BACTERIOLOGICAL SAMPLING POINT
BALL VALVE
AN = CABLE TELEVISION BOX
�'X
CONCRETE MONUMENT
IRON AXLE
RON PIPE
RON STAKE
ESCP- EXTRA STRENGTH CONCRETE PIPE
FESFLARED END SECTION
FEE FINISHED FLOOR ELEVATION
FH =FIRE HYDRANT
FIRM = FLOOD INSURANCE RATE MAP
FMFORCE Mu
FMVFORCE MAIN VALVE
F/0 = FIBER OPTIC MARKER
GM= GAS METER
C = GAS VALVE
GUY BUY WIRE
G
ICV IRRIGATBiON CONTROL VALVE
INV INVERT
JB = JUNCTION BOX
LP = LIGHT POLE
LSA = LANDSCAPED AREA
MS = MAIL BOX
MBE = NIMUM BUILDING LINE
W - ANHOLE
- MEAN HIGH WATER
MP = METAL PIPE
= MONITORING WELL
NTS = NOT TO SCALE
OCS = OUTLET CONTROL STRUCTURE
OUR = OVERHEAD UTILITY POLE
PH= PUMP HOUSE
PC = POINT OF CURVATURE
PCC = POINT OF COMPOUND CURVATURE
POB = POINT OF BEGINNING
PRC = POINT OF REVERSE CURVATURE
PT = POINT OF TANGENCY
PVC = POLTNNTL CHLORIDE
R = RADIUS
RCP = REINFORCED CONCRETE PIPE
R/W = RIGHT-OF-WAY
SIP = SET IRON PIPE
11 AC AII
IV N
SW = SIDEWALK
SWHDPE= SMOOTH WALL HDPE
SW P= SMOOTH WALL PLASTIC PIPE
TB = TOP OF BANK (TORO ONLY)
TBR = TOP OF BLOCK
TBR = TO BE REMOVED
TO
= TOP OF CURB
TCONC= TOP OF CONCRETE
TO = TOP OF GRAVEL
TLMH= TELEPHONE MANHOLE
TP = TOP OF PAVEMENT
TSW = TOP OF SIDEWALK
TLMH= TELEPHONE MH
TOT = TOTAL
TPED= TELEPHONE PEDESTAL
TRANS_
ELECTRICAL TRANSFORMER
TSP TRAFFIC SIGNAL SUPPORT POLE
UTP = UTILITY POLE
VG = VALLEY GUTTER
WOL WOODSUNE
WM= WATER METER BOX
WP= WERAND POINT
WS= WRAPPED STEEL
WV = WATER VALVE
_� = NOT TO SCALE
® = CLASS "B" STONE APRON
®= CONSTRUCTION ENTRANCE/EXIT
EXISTING OVERHEAD UTILITIES
EXISTING SANITARY SEWER LINE
- = SANITARY SEWER FORCE MAIN
EXISTING WATER UNE
LIMITS OF CONSTRUCTION
-= UNDERGROUND COMMUNICATIONS LINE
- = GAS LINE
-= FIBER OPTIC LINE
-= UNDERGROUND ELECTRICAL LINE
UNDERGROUND CABLE
= SILT FENCE
= DRAINAGE EASEMENT
® = RIPARIAN BUFFER
® = SIGHT TRIANGLE
® = SIGN EASEMENT
ZONING CLASSIFICATION
_ AREA TO BE DEMOLISHED
= TREE
UTILITY PROVIDERS:
STORM DRAINAGE: PUBLIC STREETS:
Cltt OF GREENVILLE, NO NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
CONTACT: SCOTT GODEFROY, PE CONTACT: GENE PITTMAN
PHONE: [phone] PHONE: [phone]
SANITARY SEWER: ELECTRIC UTILITIES:
GREENVILLE UTILITIES COMMISSION GREENVILLE UTILITIES COMMISSION
CONTACT: CLIFF CAHOON, PE CONTACT: BRAIN MURPHY
PHONE: [phone] PHONE: [phone]
WATER: TELEPHONE:
EASTERN PINES WATER CORPORATION CENTURY LINK
CONTACT: BARRY SURON CONTACT: SHARON JONES
PHONE: [phone] PHONE: [phone]
CABLE N:
SUDDEN LINK
CONTACT: NATHAN BARNHILL
PHONE: [phone]
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1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
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UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING
FLAG MEN, ETC., AS NECESSARY TO ENSURE SAFETY OF THE
PUBLIC.
3. ALL PAVEMENT CUTS CONCRETE OR ASPHALT ARE TO BE
PLACED ACCORDING TO THE STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION, OR LOCAL
JURISDICTION, WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
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NEW STABILIZATION TIMEFRAMES
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SURVEYOR'S CERTIFICATION
IMICHAEL W. BALDWIN, CERTIFY THAT THE BOUNDARY SURVEY. TOPOGRAPHICAL SURVEY. AND
HORIZONTAL AND VERTICAL CONTROL SHOWN HEREON WERE COMPLETED UNDER MY DIRECT AND
RESPONSIBLE CHARGE FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED Iry BOON 3367, PAGE 2 INFORMATION FOUND PBOON
PAGE _ R AS REFERENCED H H B
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DATA COMMITTEE 5TANOARDS AS APPLICABLE; THAT THE TOPOGRAPHIC DATA WAS OBTAINED ON
THAT THE SURVEY WAS COMPLETED ON THAT THE CONTOURS
SHOWN AS BROKEN LINES MAY NOT MEET THE STATED STA DN ARD; THAT VERTICAL CONTROL WAS
REQUIREMENTS OF THE 'STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA -
(21 NCAC 56.1600).
WITNESS MY ORIGINAL SIGNATURE AND SEAL THIS DAY OF 2019.
MASON J. DORFMAN
MASON J DOE FMAN
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THE PITT COUNTY REGISTER OF DEEDS
GREENVILLE TOWNSHIP, PITT COUNTY, N.C.
OWNER:HAPPY TRAIL FARMS,LLC
OWNER: POHL, LLC
ADDRESS: PO BOX 1863
ADDRESS: p.O. BOX 3093 ..
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GREENVILLE NC 27835
GREENVILLE NC
PHONE: [phone]
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I. HORIZONTAL AND VERTICAL SEPARATION 2. CROSSINGS c'a I IrI —� _ N Of
A- SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL
ES DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE
OF THE SEWER- THE CROSSING SHALL BE ARRANGED 50 THAT THE SEWER JOINTS WILL a I / Z(Ts
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OR
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2. EITHER THE WATER MAIN OR THE SEWER LINE MAY ID ENCASED IN A SING IGHT T
CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, L _
MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OI eNBcuSHousE
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CITY OF GREENVILLE
DB V-51. PG 455
INSTALLATION REQUIREMENTS FOR MANHOLES
LOCATED LESS THAN 50' FROM WETLANDS (SSMH#5)
TEMP WETLAND IMPACT #1: 0.03 acres (1,301 SF)
TEMP STREAM IMPACT #1: 28 LF
(WATERTIGHT)
I HAPPY TRAILS FARMS, LLC
' DB 3367, PG 289
\
1 MB 27, PG 114
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EASEMENT NOTES
1. WATER MAINS AND SERVICES HAVE 10' UTILITY EASEMENTS
CENTERED ON LINES AS INSTALLED.
2. SANITARY SEWER SERVICE LINES HAVE A 20' UTILITY EASEMENT
CENTERED SERVICE LINE AS INSTALLED.
3. SANITARY SEWER MAINS LESS THAN 6' DEEP HAVE A 20” UTILITY
EASEMENT CENTERED ON SEWER LINE AS INSTALLED.
4, SANITARY SEWER MAINS 6' TO 15' DEEP HAVE A 30' UTILITY
EASEMENT CENTERED ON SEWER LINE 5 INSTALLED.
5. SANITARY SEWER MAINS GREATER THAN 1 15" DEEP HAVE 40"
UTILITY EASEMENT CENTERED ON SEWER LINE AS INSTALLED.
GENERAL NOTES
1. CONTRACTOR TO VERIFY ALL EXISTING INVERTS PRIOR TO
CONSTRUCTION.
2. SANITARY SEWER PIPE LENGTHS AND GRADES HAVE BEEN
CALCULATED FROM INSIDE EDGE OF MANHOLE TO INSIDE EDGE OF
MANHOLE.
3. MAXIMUM OF 2-4" GRADE RINGS ALLOWED ON A MANHOLE.
,IIEFT 'OF
5
PLAN AND PROFILE — STA. 0+00.00 TC
\
1. MANHOLES SHALL BE PROVIDED WITH WATERTIGHT FRAME AND COVER
REFERENCE: DEED BOOK 3367, PAGE 289 OF
WITH GASKET.
2. ALL MANHOLE SEAMS SHALL BE EXTERNALLY TAPED/SEALED.
3. MANHOLES SHALL BE PROVIDED WITH A FULL WATERPROOF INTERIOR
+K
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COATING/NNING.
4. WATERTIGHT PIPE CONNECTIONS SHALL BE PROVIDED CONSISTING OF
} )40,
A FLEXIBLE RUBBER BOOT OR COMPRESSION TYPE CONNECTOR.
ALL MANHOLES SHALL BE TESTED IN ACCORDANCE WITH ASTM C1144
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'STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY THE
NEGATIVE AIR PRESSURE (VACUUM) TEST PRIOR TO BACKFILL'.
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6. 'D
].OG HOUSE TYPE MANHOLES SHALL BE NOT USED.
ALL MANHOLES NOT INCLUDED AS PART OF A USACOE 404 PERMIT
PURPOSES ONLY
OR DIVISION 401 CERTIFICATION SHALL MAINTAIN A SEPARATION OF
NO LESS THAN 10 FEET FROM WETLANDS.
TEMP WETLAND IMPACT #1: 0.03 acres (1,301 SF)
TEMP STREAM IMPACT #1: 28 LF
(WATERTIGHT)
I HAPPY TRAILS FARMS, LLC
' DB 3367, PG 289
\
1 MB 27, PG 114
�Ly111
EASEMENT NOTES
1. WATER MAINS AND SERVICES HAVE 10' UTILITY EASEMENTS
CENTERED ON LINES AS INSTALLED.
2. SANITARY SEWER SERVICE LINES HAVE A 20' UTILITY EASEMENT
CENTERED SERVICE LINE AS INSTALLED.
3. SANITARY SEWER MAINS LESS THAN 6' DEEP HAVE A 20” UTILITY
EASEMENT CENTERED ON SEWER LINE AS INSTALLED.
4, SANITARY SEWER MAINS 6' TO 15' DEEP HAVE A 30' UTILITY
EASEMENT CENTERED ON SEWER LINE 5 INSTALLED.
5. SANITARY SEWER MAINS GREATER THAN 1 15" DEEP HAVE 40"
UTILITY EASEMENT CENTERED ON SEWER LINE AS INSTALLED.
GENERAL NOTES
1. CONTRACTOR TO VERIFY ALL EXISTING INVERTS PRIOR TO
CONSTRUCTION.
2. SANITARY SEWER PIPE LENGTHS AND GRADES HAVE BEEN
CALCULATED FROM INSIDE EDGE OF MANHOLE TO INSIDE EDGE OF
MANHOLE.
3. MAXIMUM OF 2-4" GRADE RINGS ALLOWED ON A MANHOLE.
,IIEFT 'OF
5
PLAN AND PROFILE — STA. 0+00.00 TC
\
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REFERENCE: DEED BOOK 3367, PAGE 289 OF
THE PITT COUNTY REGISTER OF DEEDS
GREENVILLE TOWNSHIP, PITT COUNTY, N.C.
PRELIMINARY
NOT FOR CONSTRUCTION
OWNER HAPPY TRAIL FARMS,LLC
OWNER: POHL, LLC
FOR PERMITTING
ADDRESS PO BOX 1863
ADDRESS: p.0. BOX 30930
PURPOSES ONLY
GREEN,LL FI 7835
GREENVILLE NC 2783'
PHONE T 11:=
PHONE: [phone]
Baldwin DesignC-3498
DESIGNED: MWB APPROVED: IF
GRADE CHECK
Consultants, PA
FNCANF£RING - SURVEYING - PUNNING
DRAWN: MAH DATE: 06/06/2019
CHECKED: MWB/IP SCALE: 1" = 40'
CHECKED: IP DATE: 05/23/19
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SCALE: 1" = 100'