20181600 Ver 1_401 Application_20181120

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 18 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
® Yes ❑ No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
® No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Cypress Bluffs Apartments
2b.
County:
Pitt County
2c.
Nearest municipality / town:
Greenville
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Happy Trail Farms
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
c/o Mr. Jeffrey Daniels
3d.
Street address:
1202 Trafalgar Road
3e. City, state, zip:
Winterville, NC 28590
3f.
Telephone no.:
252-258-1160
3g.
Fax no.:
3h.
Email address:
[e-mail]
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner) Applicant is owner
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Kim Williams
5b.
Business name
(if applicable):
Land Management Group
5c.
Street address:
3805 Wrightsville Avenue, Suite 15
5d.
City, state, zip:
Wilmington, NC 28403
5e.
Telephone no.:
[phone]
5f.
Fax no.:
[phone]
5g.
Email address:
[e-mail]
Page 2 of 12

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
03302
1 b. Site coordinates (in decimal degrees):
Latitude: 35.603328 N, Longitude: -77.350719 W
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
2.35 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Green Mill Run
proposed project:
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c. River basin:
Tar-Pamlico; 030201030403
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is currently forested and undeveloped. Adjacent land use is multi-family residential or undeveloped and forested.
3b. List the total estimated acreage of all existing wetlands on the property:
0.6 acre
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Green Mill Run forms the northern project boundary.
3d. Explain the purpose of the proposed project:
The purpose of the project is to construct an apartment complex within the site to serve the Greenville community. Impacts
are needed to 404 wetlands in order to construct the buildings and parking areas.
3e. Describe the overall project in detail, including the type of equipment to be used:
This project includes the construction of an apartment complex. This project will include 2 buildings, 38 parking spaces
(minimum number required), and utilities. The project area will be cleared of vegetation and fill material will be brought to the
site to level the area of disturbance. Utilities will be installed. Parking lot and buildings will then be constructed. Track hoe,
loader, dump truck, bob cat, and other standard construction equipment will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes E] No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
CJ Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known): Paul Farley
LMG
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Gary Beecher of the USACE met Paul Farley of LMG on site and verbally approved the delineation on 12/20/17. A JD has
not been issued yet.
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
Page 4 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ❑ Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
wetland
DWQ — non -404, other)
(acres)
Temporary T
if known
W1 ®P ❑ T
Fill
Riparian
® Yes
❑ No
® Corps
® DWQ
0.031
W2 ®P ❑ T
Fill
Riparian
® Yes
❑ No
® Corps
® DWQ
0.046
W3 ®P ❑ T
Fill
Riparian
® Yes
❑ No
® Corps
® DWQ
0.017
W4 ®P ❑ T
Fill
Riparian
® Yes
❑ No
® Corps
® DWQ
0.003
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.097
2h. Comments:
3. Stream Impacts N/A
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream
Perennial
Type of
Average
Impact
number -
name
(PER) or
jurisdiction
stream
length
Permanent (P) or
intermittent
(Corps - 404, 10
width
(linear feet)
Temporary (T)
(INT)?
DWQ — non -404,
(feet)
other)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
N/A
3i. Comments:
Page 5of12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts NIA
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number —
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑P❑T
02 ❑P❑T
03 ❑ PEI T
04 ❑P[IT
0. Total open water impacts
N/A
4g. Comments:
5. Pond or Lake Construction N/A
If pond or lake construction proposed, then com tete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose of
pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 12

6. Buffer Impacts (for DWQ) NIA
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse F] Tar -Pamlico ❑Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required?
El Yes
131 ❑P❑T
❑ No
❑ Yes
B2 ❑ P ❑ T
❑ No
El Yes
B3 ❑PFIT
❑ No
6h. Total buffer impacts
N/A
6i. Comments:
Page 7 of 12

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project engineer attempted to minimize wetland impacts within the site when developing the site plan. However, the
location and extent of wetlands within the site made avoidance impossible. Impacts were minimized to less than 0.1 acre by
reducing the size of the buildings, minimizing parking spaces, and using retaining walls.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Silt fencing will be used during construction to reduce sediment from eroding into jurisdictional areas. Retaining walls will
be used to minimize impacts to wetlands.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank N/A
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program N/A
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
4f. Non -riparian wetland mitigation requested:
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan N/A
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8of12
PCN Form —Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ NIA
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ® No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
Multiplier
6e.
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 9 of 12

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan N/A
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
® Yes ❑ No
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ® No
Comments: Project will not create concentrated stormwater flow through the buffer.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
32%
2b.
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Stormwater plan has been submitted to the City of Greenville and engineer is awaiting comments.
® Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
City of Greenville
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
apply (check all that apply):
❑NSW❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4.
DWQ Stormwater Program Review NIA
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
(check all that apply):
❑ ORW
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Pian with proof of approval been
attached?
❑ Yes ® No
5.
DWQ 401 Unit Stormwater Review N/A
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 12
PCN Form —Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
El Yes EJ No
letter.)
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
❑ Yes No
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This project will not provide access or utilities to adjacent undeveloped properties. No additional impacts are anticipated
in the future on this property.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Wastewater from project will tie into GUC public sanitary sewer.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The NC Natural Heritage Program website was used to determine the presence of federally -listed species. No federally listed
species are known to occur on the site, but the West Indian manatee is known to occur within one mile of the site, likely in the
Tar River located approximately one mile north of the project area. The USFWS IPaC database was also reviewed. The site is
forested and supports a dense tree layer of hickory and tulip poplar with a moderately dense shrub layer of predominately
water oak. Wetlands support mainly cypress and black gum trees in the canopy and red maple and sweetgum in the shrub
layer. The site does not support appropriate habitat for the red -cockaded woodpecker or the bald eagle. Two mussels, the
Atlantic pigtoe and Tar River Spinymussel, were also identified in the IPaC review. According to the UFWS, the Atlantic Pigtoe
has not been observed in Pitt County and the Tar River Spinymussel is not known to occur within Green Mill Run. Since no
impacts to streams or buffers are proposed, the project is not anticipated to negatively affect these species. Therefore, the
project will not affect any federally protected species.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAA Fisheries Essential Fish Habitat Mapper GIS program was used to determine the presence of Essential Fish
Habitat. No EFH is located on or near the site.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
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.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? Information from project engineer. Developer will
ensure floodplain standards are met during construction.
Kim Williams
1111412018
Applicant/Agent's Signature
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
Date
is provided.)
Page 12 of 12

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 Cypress Bluffs Apartments, Pitt County. NC project. All questions in regards to this project
should be directed to Land Management Group.
Sincerely,
Applicant
Print Name
in , 1, e _____
Date

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Map Source: NRCS Soil Survey for Pitt County; 1924 SCALE 1 = 500'
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Project Area - 2.35-ac Potential Waters of the US (Perennial Stream) -240 linear feet
Uplands - 1.8-ac or 75%
Potential Wetland Waters of the US - 0.6-ac or 25%
L:\WETLANDS\2017 WETLANDS FILES\40-17-030
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Map Source: 2016 NC One Map Imagery SCALE 1 " = 100'
10th Street Tract
Pitt County, NC
August 2017
LMG # 40-17-030
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Phone: [phone] Fax: [phone]
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WARD HOLDINGS, LLC
DRAWING AND SURVEY
INFORMATION FROM:
Baldwin Design Consultants
1700—D East Arlington Blvd
Greenville, NC 27858
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ENVIRONMENTAL CONSULTANT:
LAND MANAGEMENT GROUP
3805 Wrightsville Avenue; Suite 15
Wilmington, North Carolina 28403
Telephone: [phone]
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PRELIMINARY; NOT FOR CONSTRUCTION
FOR ENVIRONMENTAL PERMITTING ONLY
Project: Date: Revision Date:
Cypress 9/26/18 NA
Bluffs Scale: Job Number:
Apartments 1"=60' LMG18.375
Title: Drawn By. Sheet Number:
Site Plan 6

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Preliminary; Not for Construction
Map Source: Information provided by Baldwin Design Consultants
`Boundaries are approximate and are not meant to be absolute. NOT TO SCALE
Cypress Bluffs Apartments CPLMG
Pitt County, NC LAND MANAGEMENTGRO(M Figure 7
} DAM I C°°'p""y Retaining Wall Detail
www.lmgroup.net
September 2018 3805 Wrightsville Avenue
LMG18.375 Wilmington, NC 28403

LEGEND
ABS - ACRYLONITRILE -BUTADIENE -STYRENE
BB - BOTTOM OF BANK
B/B - BACK OF CURB TO BACK OF CURB
BC - BACK OF CURB
BRE - BASE FLOOD ELEVATION
BLD - BUILDING CORNER
BM - BENCH MARK
BMP - BEST MANAGEMENT PRACTICE
80 - BLOW OFF
BSP - BACTERIOLOGICAL SAMPLING POINT
BV - BALL VALVE
CAN - CABLE TELE` I ION BOX
CB - CATCH BASIN
CLD - CENTERLINE OITCH
CLP - CENTERLINE PATH
CUR - CENTERLINE ROAD
CMP - CORRUGATED METAL PIPE
CO - CLEAN OUT
CONC- CONCRETE
CP - COMPACT PARKING SPACE
CPP - CORRUGATED PLASTIC PIPE
01 - DROP INLET
DIP - DUCTILE IRON PIPE
DS- DOWNSPOUT
DW - DRIVEWAY
ECM - EXISTING CONCRETE MONUMENT
EIA - EXISTING IRON AXLE
EIP - EXISTING IRON PIPE
EIS - EXISTING IRON STAKE
ELEC- ELECTRICAL
ELM - ELECTRIC METER BOX
ELMH-ELECTRIC MANHOLE
EBOX- EXISTING ELECTRIC BOX
EP - EDGE OF PAVEMENT
EPKN- EXISTING PARKER KALON NAIL
ERRS- EXISTING RAILROAD SPIKE
ERWM-EXISTING RIGHT-OF-WAY MONUMENT
ESOP- EXTRA STRENCM CONCRETE PIPE
FES - "RED END SECTION
FFE - FINISHED FLOOR ELEVATION
FH - FIRE HYDRANT
FIRM - FLOOD INSURANCE RATE MAP
RM - FORCE MAIN
FMV- FORCE MAIN VALVE
F/0 - FIBER OPTIC MARKER
GM- CJS METER
GV - GAS VALVE
GUY - GUY WIRE
HB- HOSE BIB
ICV -IRRIGATION CONTROL VALVE
INV - INVERT
JB- JUNCTION BOX
LP- UGHT POLE
LSA - LANDSCAPED AREA
MS - MAIL BOX
MBL - MINIMUM BUILDING UNE
MH - MANHOLE
JAM - MEAN HIGH WATER
MP - METAL PIPE
MW- MONITORING WELL
NTS- NOT TO SCALE
CCS- OUTLET CONTROL STIR CTURE
OUP - OVERHEAD UTILITY POLE
PH- PUMP HOUSE
PC- POINT OF CURVATURE
PCC- P01T OF CONCAVE CURVATURE
POB - POI" OF BEGINNING
PRC - POINT OF REVERSE CURVATURE
PT- POINT OF TANGENCY
PVC - POLYVINYL CHLORIDE
R - RADIUS
RCP - RDNFORCED CONCRETE PIPE
R/W - RIGHT-OF-WAY
SIP - SET IRON PIPE
SMN - SET LAG NAIL
SPKN- SET PARKER KALON NAIL
SRRS- SEf RAILROAD SPIKE
SS -SEWER SERVICE
SSM, SAMARY SEWER MANHOLE
STAPH- STORM SEWER MANHOLE
SV - SEWER VENT
SW -SIDEWALK
SWHOPE- SMOOTH WALL HDPE
SW P- SMOOTH WALL PLASTIC PIPE
TB - TOP OF BANK (TOPO ONLY)
TBK - TOP OF BLOCK
TSR - TO BE REMOVED
TC - TOP OF CURB
TCONC- TOP OF CONCRETE
TG - TOP OF GRAVEL
TUM H- TELEPHONE MANHOLE
TP - TOP OF PAVEMENT
TSW - TOP OF SIDEWALK
TW - TOP OF WNL
TLMH- TELEPHONE MH
TOT - TOTAL
TRIED - TELEPHONE PEDESTAL
TRANS- ELECTRICAL TRANSFORMER
TSP - TRAFFIC SIGNAL SUPPORT POLE
UTP - UTILITY POLE
VG - VALLEY GUTTER
WDL - WODDSUNE
WM - WATER METER BOX
WP - WEILAND POINT
i WS - WRAPPED STEEL
i WV - WATER VALVE
• -�- NOT TO SCALE ) E$
E ® - CUSS 'B' STONE APRON
®- CONSTRUCTION ENTRANCE/EXIT
EXISTING OVERHEAD UTILITIES-- EXISTING SANITARY SEWER UNE
- -- EXISTING WATER UNE
�- LIMITS OF CONSTRUCTION
- SILT FENCE
®- DRAINAGE EASEMENT
To ®- RIPARIAN BUFFER
i ® - SIGHT TRIANGLE
® - SIGN EASEMENT
ZONING CLASSIFICATION
GENERAL NOTES
1. ALL AREAS CALCULATED BY COORDINATE GEOMETRY.
2. THIS IS A SURVEY OF AN EXISTING PARCEL OF LAND.
3. VERTICAL DATUM REFERENCED TO NAVD 1988.
4. A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DETERMINED. BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY. BASE FLOOD ELEVATION - 20.8'(NAVD
1988) REFERENCE PITT COUNTY FIRM 3720469700K, DATED
JULY 7, 2014.
S. REFERENCE DEED BOOK 3584, PAGE 780 OF THE PITT COUNTY
REGISTER OF DEEDS.
6. EXISTING TREE SYMBOL DOES NOT REPRESENT TRUE DIAMETER
OF LIMB CANOPY.
7. ALL TREE TRUNK DIAMETERS ARE TAKEN AT BREAST HEIGHT.
B. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM VARIOUS
MAPS OF RECORD AND DO NOT REPRESENT ACTUAL FIELD
LOCATION.
9. NO POINTS SET IN GREEN MILL RUN.
EX BENCHI
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1 / JI ELLV.
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N
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Flt. 4' ACP WATEi61Nl
W W -
M CONCRETE DRIVE
AND PARKING LAT
& GtTOER
IEs
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LINE TABLE
EX 10 140' WATERLME
COURSEI
BEARING
DISTANCE
W-1
5 18'42'27' E
1.67'
W-2
5 20'29'08' E
39.24'
W-3
S 0321'41' W
41.90-
W-4
S 37"'25' W
31.51'
W -5N
82'37'32' W
26.82'
W-6
S 1536'00' W
22.47'
W-7
S 1518'25' E
39.91'
W-8
S 6531'32' W
29.99'
W-9
S 1536'00' W
186.17'
W-10
S 4720'39' E
52.59'
W -I1
S 11'16'10' E
28.20-
W-12
N 3546'54' E
33.13'
W-13
N 0210'31' E
35.85'
W-14
N 19'15'55' W
23.03'
W-15
N 5516'31' W
25.43'
W-16
N 1552'13' E
34.79'
W-17
N SC31'4Y E
25.38'
W-18
N 31"14'17' E
57.20'
W-19
S 70'13'41' E
24.27'
W-20
S 74'29'39' E
23.78'
W-21
N 1734'20' E
31.00'
W-22
N 5527'04' W15,69'
W-23
N 4710'10' W
38.98'
W-24
N 0557'45' E
43.70'
W-25
N 24'32'48' E
41.03-
& GtTOER
IEs
1,,11•"� .
11 1 1 11 � t.I'• � \ �.
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DEMOLITION NOTES
1. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF
DEMOLITION AS DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS.
CONTRACTOR SHALL OBTAIN ALL PERMITS.
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLTRON OR
RELOCATION WITH APpUCABLE UTIUTY COMPANIES. IE GAS. CABLE POWER.
TELEPHONE WATER, SEWER, ETC.
3. CONTRACTOR SWILL BE RESPONSIBLE TO IMMEDIATELY FIX ANY ACTIVE UTILITIES
DAMAGED DURING CONSTRUCTION AT CONTRACTORS EXPENSE.
4. ALL MATERIAL GENERATED BY THE DEMOLITION WILL BE HAULED FROM THE SITE
AND DISPOSED OF PER LOCAL ORDINANCES.
S.
SAW-CUT CONCRETE AND ASPHALT PAVEMENT, SIDEWALK OR CURB AND
CURER BEFORE EXCAVATION WHERE CONSTRUCTION PLANS SHOW TIE-INS.
6. SAW -CUTS TO BE PERPENDICULAR TO PAVEMENT/CURB EDGE
7. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING CONSTRUCTION
PER WORK AREA TRAFFIC CONTROL HANDBOOK STANDARDS, (WAT.C.H.).
8. DEMOLITION OF STORM DRAINAGE AND SANITARY SEWER SYSTEM(S) BY
CONTRACTOR SHALL ALLOW FOR CONTINUOUS USE OF THE SYSTEM(S). ANY
IMPACTS SHALL BE COORDINATED WITH THE CITY/COUNTY ARD/OR THE UTILITY
PROVIDER.
9. WHERE REWIRED, CONTRACTOR SHALL REMOVE EXISTING CONCRETE CURB AT
THE NEAREST JOINT WHEN PRACTICAL
APARTMENTS
CCDF )
KWAI CHUN CHAIN
DB 1284, PG 546
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SAW CUT d REMOVE
62UF OF IX CURB d GUITEit
WITH 12' OF ASPHALT _ 1 I '.
40., 1 1 wF1 Df /
S
1 SAW CUT d REMOVE o
MIT OF EX.LONC. AOEWALX
�PERIPHEU °ARY15E CIL
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W� SAW CtR d REMOVE
LINE TABLE
EX 10 140' WATERLME
COURSE
BEARING
DISTANCE
W-26
N OB43'45- E
50.58-
W-27
N 31'39'25' W
37.62'
W-28
N 34'13'54' W
14.00'
W-29
N 1715'42' W
7.81'
W-30
S 1536'00' W
8.80'
W-100
S 71'27'27' W
36.49-
W-101
S 1513'49' W
31.10'
W-102
S 71'09010' W
51.40'
W-103
S 10'31'54' W
25.05'
W-104
S 25'00'57' E
29.48'
W-105
S 2T32'24' E
37.49'
W-106
S 4740'30' E
33.09-
W-107
S 7559'13' E
25.40-
W-708
N01'56'14' E
28.28'
W-109
N BZ43*11' E
13.64'
W-110
N 2TIV33' E
42.31'
W-111
N 0305'17' E
20.95-
0.95'W-112
W- 11-2
N 1330'58' W
29.48'
W-I1J
N 20'56'59' W
55.01'
W-114
N 5549'58' E
13.23'
DEMOLITION NOTES
1. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF
DEMOLITION AS DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS.
CONTRACTOR SHALL OBTAIN ALL PERMITS.
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLTRON OR
RELOCATION WITH APpUCABLE UTIUTY COMPANIES. IE GAS. CABLE POWER.
TELEPHONE WATER, SEWER, ETC.
3. CONTRACTOR SWILL BE RESPONSIBLE TO IMMEDIATELY FIX ANY ACTIVE UTILITIES
DAMAGED DURING CONSTRUCTION AT CONTRACTORS EXPENSE.
4. ALL MATERIAL GENERATED BY THE DEMOLITION WILL BE HAULED FROM THE SITE
AND DISPOSED OF PER LOCAL ORDINANCES.
S.
SAW-CUT CONCRETE AND ASPHALT PAVEMENT, SIDEWALK OR CURB AND
CURER BEFORE EXCAVATION WHERE CONSTRUCTION PLANS SHOW TIE-INS.
6. SAW -CUTS TO BE PERPENDICULAR TO PAVEMENT/CURB EDGE
7. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING CONSTRUCTION
PER WORK AREA TRAFFIC CONTROL HANDBOOK STANDARDS, (WAT.C.H.).
8. DEMOLITION OF STORM DRAINAGE AND SANITARY SEWER SYSTEM(S) BY
CONTRACTOR SHALL ALLOW FOR CONTINUOUS USE OF THE SYSTEM(S). ANY
IMPACTS SHALL BE COORDINATED WITH THE CITY/COUNTY ARD/OR THE UTILITY
PROVIDER.
9. WHERE REWIRED, CONTRACTOR SHALL REMOVE EXISTING CONCRETE CURB AT
THE NEAREST JOINT WHEN PRACTICAL
APARTMENTS
CCDF )
KWAI CHUN CHAIN
DB 1284, PG 546
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SAW CUT d REMOVE
62UF OF IX CURB d GUITEit
WITH 12' OF ASPHALT _ 1 I '.
40., 1 1 wF1 Df /
S
1 SAW CUT d REMOVE o
MIT OF EX.LONC. AOEWALX
�PERIPHEU °ARY15E CIL
d` e
W� SAW CtR d REMOVE
Ap1im�PP,w Iwc°Loi
EX 10 140' WATERLME
BV WV
\
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WHERE 1HADED((
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TOTALAREA - 4.215 S.F.
.F A,,� \
�W
wo00ED AREA ro BE ctEMm
WNERE SIYDm
MFA - 1.094 OGRES
�1
ace sx 1
]t �L
CLEARLY INDICATED AS DRAWN FROM INFORMATION IN BOOK PAGE AS
- REFERENCED HEREON; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:TD.449_; THAT ALL
APARTMENTS
Q
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,P 3�
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ssMR ` �A
- R Y WAS : THAT THE CONTOURS
17 THAT THE SURVEY WAS COMPLETED ON 1(ARD;
iqq� S URA B pow`
f
WARD HOLDINGS, LLC
I
_
SURVEYOR'S CERTIFICATION
I. MICHAEL WEST BALDWIN, CERTIFY THAT THE BOUNDARY SURVEY, TOPOGRAPHICAL SURVEY, AND
3 HORIZONTAL AND VERTICAL CONTROL SHOWN HEREON WERE COMPLETED UNDER MY DIRECT ANDRESPONSIBLE
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FOUND IN �p510N (DEED
DESCRIPTION RECORDED INGE MAN ACTUAL (SEE REFERENCES)NORS FROM INFORMATION FMY OUND
NE SAT,RO /yry+'
_ y.
N/A PAGE NN/8-, OR AS REFERENCED HEREON; THAT THE BOUNDARIES HOT SURVEYED ARE
FOUND N/A 8/A. OR
-
Call 72 Hours Before You Di 91
CLEARLY INDICATED AS DRAWN FROM INFORMATION IN BOOK PAGE AS
- REFERENCED HEREON; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:TD.449_; THAT ALL
1
=' SEAL =
1-800-632-4949
INTERIOR LOT LINES SHOWN ARE PROPOSED AND SHALL NOT BE USED FOR THE CONVEYANCE
OF PROPERTY; THAT THE TOPOGRAPHIC SURREY WAS PERFORMED TO MEET FEDERAL GEOGRAPHIC
- DATA COMMITTEE STANDARDS BLE,COM THAT THE TOPOGRAPHIC DATA WASE ON
,P 3�
'
1. CONTRACTOR IS ALLY RESPONSIBLE FOR CONTACTING
- R Y WAS : THAT THE CONTOURS
17 THAT THE SURVEY WAS COMPLETED ON 1(ARD;
iqq� S URA B pow`
f
UTILITIES ARATE LOCATED AND
E TORCONSTRT ALL EXISTING
CONTROL W
_ SHOWN AS BROKEN ONES MAY NOT MEET THE STATED STANDARD: THAT VERTICAL CONTROL WAS
OWN A THAT
C ESTABLISHED AT THE CUSS 'A' STANFORD: AND THAT THIS IMP MEETS THE
ApWyW� �pN1N
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES. USING
REOUIREM THE 'ST DS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA'
FIM. MEN, ETC., PS NECESSARY TO ENSURE SAFETY OF THE
OF
(21 N 6.1600.
PUBLIC.
J ALL EMENT CONCRETETO E
- WITNESS MY 0 SIGNATURE AID SEAL THIS 4th DAY OF SEPTEMBER, 2018.
PUC ACCORDING TO ORRASPHA THARE
NORDi
CARDUNA DEPARTMENT AN
OF TRSPORTATION, OR LOCAL
JURISDICTION, WHICHEVER IS MORE STRINGENT.
4. SHORING SHALL BE IN ACCORDANCE WITH OSTIA TRENCHING
SIGNED
$ MICIN, PLS L-3082
STANDARDS, 29 PART 1926. SUBPART, OR AS AMENDED.
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IFIEC
OREMSEO: 10-05-18 (CRY OF GREENVILLE COMMENTS)(NRW)
FILM ED DISTURBED WETLANDS AREA
AND WOODED AREA TO BE CLEARED
0 9
U
a�Tl©®ITTFf•o
Opp®C'HD
Y OF GREENVILLE, N.C.
WTO 74P�p
\ RETN MILL RUN OREENWAY
(GUC HAS NOT DETERMINED WIDTH)
3 \ \ \
/ 1
31 1,14,♦ - - u->, _ sl \ `2 _ 0� \
1
fire) I .�1.-� •__�_, \ I _
SHEET INDEX
SHEET 1OF 4 - BOUNDARY, TOPOGRAPHIC SURVEY @ CLEARING PUN
SHEET 2 OF 4 - SITE, JE STAKING PLAN - Q
SHEET 3 OF 4 - GRADING, PAVING, UTILTRES k EROSION CONTROL PUN
SHEET 4 OF 4 - EROSION CONTROL DETAILS h NOTES JAREA IN WETLANDS TO BE FILLED - 4,215 S.F.
CITY OF GREENVILLE SITE PLAN APPROVAL
DATE
APPROVED = APPRC E AS NOTED
ZDINIG ENGINEERING
SURJEYGR/ROOOPWN INSPECTIONS
FIRE/RESCUE EXEC ELECROC
CLIC-WATER/SEWER BUC GAS
NCOOT VEGETAR HN
TRAFFIC SERIKES NOTES
NOTE SIRE PIAN APPROVAL OILY. ENOIN7 ARCHITECT/SURv 0R SWLLL BE
RESPONSIBLE FUN ADE W OF DESIGN, WI OR OMSSKIKE IN THE PPNS. ALL
PLANS ANLL MEET ALL SPmIFICATIONS, STANDARDS AND APNCASLE REGULATIONS
PROPERTY ADDRESS: 1339 EAST TENTH STREET
GREENVILLE, NC 27858
Jtl IY 0 4R
eMPlae SIu e, 1 - ]C
SHEET 1 OF 4
BOUNDARY, TOPOGRAPHIC SURVEY TAX
do CLEARING PLAN TAX MAP
�1
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SITE DATA I GENERAL NOTES
2.351 ACRESA PONTIM OF THIS PROPERTY 5 LOCATED IN A SPECIAL ROOD HAWND AREA AS I8. E%LS11NG UNUSED WATER MID/OR SEWER SERVICES SHALL BE ABANDONED IN 1ELFPHONE (252) B75-5811. GOP A WERMD OEIFAMINATXIN AND INFORMATION
TOTAL AREA IN TRACT .................... 1. DETERMINED BY THE FEOERM EMERGENCY MANAGEMENT AGENCY, BASE FLOOD ACCORDANCE WITH DVC STAND�ROD REGARDING SPEC1Fi PERMIT RfQU1REMENR.
ZONING CLASSIFICATION, ............................. CDF ELEVATION - 20.8'(NAVD88) REFERENCE PRT CW- FIRM 3720469700, DATED 19. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 520 OF 32, SIGNAGE SHLLL BE PER ARTCIE TN' OF THE GREEMTIIE CRY CODE.
BUILDING HEIGHT. 30'3 JULY 7, 2014. THE III STANDARD SPECIFICATIONS GATED 1990. 33. ENLSN FLOOR ELEVATKM OF ALL BUILDINGS MUST COMPLY WITH THE CURRENT
2. THE DE51CINnON NOTED OVER WATER, SANRPRY SEVER. Gly ON FIECIRIGAL LNFS 20. BNNMNOUS CONCRETE SLIPPAGE SHALL BE TYPE 1-2 CONFORMING TO SECTION CRY M GREENVRIE FLOOD PRDJENTON ORDINANCE.
IMPERVIOUS BUILDING AREA. ... 10,344 S.F. IS FOR THE PURPOSE OF ESTABLISHING THE WIDTH OF SAID EASEMENT. THE 645 OF THE NCDOT STANDARD SPECIFICATIONS. 34. LANE CLOSURES 04 THOROUGHFARE ROADS ARE ONLY PERMITTED BETWEEN THE
ISE
MPERVIOUS PARKING AREA ... .................19,276 S.F. EASEMENTS ARE
NOT EXCLUSIVE AND WILL PERMIT THE INSTALLATION OF WATER, 21. CONCRETE SWEWAURS SHALL BE IN ACCORDANCE WITH SECTION 818 OF THE HOURS OF 9:ODAM AND 4: Y. UNLESS OTHE
IMPERVIOUS SIDEWALK DUMPSTER AREA. ........ 3,548 S.F. SANITARI' SEWER, GAS AND ELECIA,C UNES WITHIN THOSE DESIGNATED WIDTHS. NCDOT STANDARD SPECIFICATIONS. PERMITTED BY THE TRAPFIC ENGINEER. IN ADDITION, THERE WILL BE NO LANE
3. NO BII..WS. STRUCTURES. OR OTHER IMPROVEMENTS, MATERIALS AND SURFACES, 22. SUBOMSg SIGNAGE SNARL NOT BE LOCATL WITH, ANY UTIUTY EASEMENT. CLOSURES ON WI INCLUDING THE DAY BEFORE OR AFTER SAID HKXIDAY. A
A PoiilTV1 CK OW INTO N PREPARED IN ACCORDANCE WITH THE WDOT MANUAL OF
TOTAL IMPERVIOUS AREA.. .... . ........ 33,168 S.F. INCWDING BUT
NOT LIMITED TO PRINCIPAL ANp ACCESSORY WALLS. REC AND 23. UCILRIES IDENTIFIED BY GUC AS HAVING FOR RA R E TRMTC C RAFRW YUAN
FENCES. W M 'S PUBLIC WA UPPLY SYSTEM WILL PEOUIRE THE INSTMIAnON ON UVIFORM 1PAFFIL CO
NMOL DTRA B CINE R. FOR All UNE CIASItaEs AND
18
IDORKlNS ON APP
IIRI£NANCES THERETO. SIGNAGE, 6. SILLS, ECHANICAL COMMISSION IFA 5
TED BY THE T BE C ENGINEER.
OF UNITS CREATED ..... TON ALL SUCH SERVICE LOCA110NS IN COST BE ARPNOVFD
TOTAL NUMBER ANTENNAS. MASTS. IERNLS MONUMENTS. LANDSCAPE A BACKFLOW PPMNTpN ASSEMBL
EOVIPMINT, CAROPIES,
NUMBER OF 2 BEDROOM UNITS........... 18 FECEPTDS RLL INTERIMS. DEBRIS, SOLID WASTE COLLECTION COMPINERS. IAP ACCORDANCE WIN THE WC MANUAL FOR THE DESIGN AND CONSTRUCTION OF 35. ANY UNUSED DRMWAYS MUST BE CLOSED IN ACLOpDANCE CORN THE CITY ON
NUMBER OF PARKING SPACES REQUIRED.. .384 RECEPTALUS AND IPITOR W I SURFACES.APPRE A_ FROM
ENCROACH WOO GREENVILLE ANT D WATER AND WASTEWATER SYSTEM SUBM IONS. SHOP DRAWINGS FOR ASSEMBLES 4 GRENVILIE'S ONMWAY ORDINANCE
'......... ' EASFMFM BO OUT PITbR WRRI£N OF THE P fRCM THE CRY OF OFDEINCHES AND LANDER ARE TO AC SR ISRiED IR AND APPROVED BY GUC PRIOR N
NUMBER OF PARKING SPACES PROVIDED ................ 38 1. REF; GEED BOON 3581, PAGE ON' Q THE PRT COUNTY REGISTER OF DEEDS. INSTALLATION AND THE PRIOR
T THE
6 PA TID TO NOTIFY SCHEDULE
LE AT (252)
NUMBER OF HANDICAP SPACES REQUIRED. ............... 2 5. GRETNVEIE UTILITIES COMMISSION'S RESPONSIBILTY GOR WATER LINES ENDS AT GM FA 51,48 HOURS PRIOR U THE INSTALLATION TO SCHEDULE NSISION 4
NUMBER OF HANDICAP SPACES PROVIDED ........ ....... 2 THE WATER METER. 24. CONRRACT IO SHALL NOTIFY PUBLIC Np S.TO SITTER MAINTENANCE DIVISION 4B
NUMBER OF DUMPSTER PADS REQUIRED ............... 1 6. GREENVIUT REREES COMMISSION'S RESPoNSRIITY FOP SEWER SERVICES ENDS AT HOURS PRIOR TO MINA WNNECE WIT TO EXISTING STORM DRAINS LOTTED
CU ­OUT AT THE RM:M OF WAY. WITHIN NIBLLL STORM DPMNAGE EASEMENTS OR FIGHT -OF -WAY.
NUMBER OF DUCYCLJN PADS PROVIDED 1 7. ALL REQUIRE WILL [IMPROVEMENTS UNDERGROUND. 25. DRADNO SHLLT BE IN ACCORDANCE WITH SECTION 228 .1990.'ROADWIXGAVATON' OF
NUMBER OF RECYCLING BINS REQUIRED ................. 1 B. HL NMU_E M NUA_O- TO BE BUILT IAD DORDARCE WITH THE CRY OF THE NEDOTCONTRACTOR
STANDARD SHA SPECIRGTONS OAF LITHE L 1. 1N0. NDRtN
NUMBER OF RECYCLING BINS PROVIDED. .... DREEG S/ LLWUM OF STANDARD DESIGNS AND DETNLS (MERE). z6. THE CONTRACTOR SHALL BE RESME ISUCAL FOR THE LOCATION OF LE EXISTING
7
1 9. GUC CAS/UTLLry EASEMENTS 5 10' , WIDTH AND IS CENTERED ODER 60.5 LINES VNJTES AND SAND. NOTIFY NC ONE CML (1-800-832-1918) AT LEAST 72
RECREATION AREA REQUIRED SEE NOTE AS NSYALC. W ES PRIOR TO COMMENCING CONSTRUCTION IN GRJ2 THAT
E%ISTNG RECITES
RECREATION AREA PROVIDED... O S.F. to. TRASH COLLECTION TO BE PROVIDED BY THE CITY OF GREENVILLE. N THE AREA MAY BE PUGGED OR STAKED. PGB
-""""""""""' 11. STOFMWIAIER MANAGEMENT PVJJ IS NOT REQUIRED. 27. THE CONTFADTOR SINLL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR ME
% OF BUILDING AREA. 10.10 % 12 EROSION CONTROL PVN 5 REQUIRED. CONSTRUCTON OF THE ROADWAY, DRAINAGE. WATER UTILITIES AND SEEDING FORDA
OPEN SPACE REQUIRED 30% OR 0.705 ACRE IS. ALL REQUIRED NPROVEMEMis SHALL COHMRM TO THE GREENVILLE UTUF05 PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE AND FALL PAYMENT FROM
OPEN SPACE PROVIDED ...... .........68% OR 1.587 ACRES COMMISSION MANUAL FOR THE DESIGN AND CONSTRUCTION OF WATER AND THE O'WNER.
WASTEWATER SYSTEM EXTENSIONS. 28. ERE SPRINKLER SYSTEM IS REQUIRED.
LUQ ..... ........................................ 2 14. CITY OF GREENVILLE DNNEWAY PEAMR 6 REWIRED. 29. PARKING LOT WILL BE STRIPED N ACCOROANGE WITH NIS PIAN.
15. NCDOT DRIVEWAY PERMIT IS REQUIRED. J0. ALL ELEVATIONS ARE RELATIVE TO NORTH AMERICAN VERNAL DAVM. (RAYGBBJ.
*2 BEDROOM UNIT (18)x2 = 36 SPACES 16. AN UNUSED DRIVEWAY MUST RE CLOSED N ACCORDANCE WIN THE CRY OF 31. WETLANDS ARE VALUABLE NATURAL RESOURCES THAT PROVIDE IMPORTANT {•xa' 1PFATED WAND POST
t 8 DWEW NG LANDSXI 10 2 VISITOR SPACES GREENNLLE ORNEIYAT ORDINANCE. ECOLOGICAL FUNCTIONS. BE AGVSED THAT AC- IN WETIANGS ARE REGULATED WITH PJC cOVER
17. WATER PND SEWER SERVICES TO BE SCHEDULE 40 PVC, (PRNATE). BY THE FEDERAL WVERNMEM UNDER SEUTION 404 OF THE CLEAN WATER ACT.
. OF SPACES REQUIRED - 38 SPACES JURISpC1XE WETLANDS MAY NCWDE THE PINE -SHRUB POCOSNE THAT ARE APARTMENTS
NO
COMMON N THIS RCI N. IF ANY PRIVATE LAND OWNER, DEVELOPER, CORPORATION,
AA. 0R OTHER PERSON PROPOSES TO UNDERTAKE CONSRNUCTION/FILLING ACTMTES IN
fi A OR NEAR A LAKE STREAM. CREEK. TRIBUTARY OR ANT UNNAMED BOOT OF WATER
NOTE: AlL APARTMENT BUILDINGS WILL BE d'!FEDERAL!CDF j
NCLIIRED RS ADJACENT WETLANDS, .AK R PRIOR
MAY BE
2 STORY WITH BRICK AND VINYL FACADE ,. .,r REWIRED FROM THE U.S. ARMY CORPS Di ENGINEERS PRIOR TO CONMENCWEM OF SUCH LAW-DISIu181NG ACTMnES, REUSE CONTACT M5. TF 1 WHEELER. KWAI CHUN CHAN
NOTE: RECREATION AREA IS NOT REQUIRED 111 SI ,. ( .� \�
DUE TO VICINITY TO ELM STREET PARK.`L11 I f�W �1mL DB Izea. Pc 546
EX 1• 1 AWP WA -11
IX
LEGEND 1 I,O . CONCRETE ORAE 11111 A AND PARKING LOT
ABS - ACRYLONTNRE-BUTADIENE-STYRENE 1,,i
BB - BOTTOM OF BANK
B/B = BACK OF CURB TO BACK OF CURB SEXSMH £ 1
BC = BACK OF CURB ( �A `�±( 1 11 11
BFE -BASE ROOD ELEVATION (1 .- 1 IIg ` 11 I - _ _
BLD - BUILDING CORNER ------------------
BM - BENCH MARK IR 11111 1
BMP - BEST MANAGEMENT PRACTICE It t
BO BLOW OFF 1, 1 ',L11'1€ ; I IX. S SIGN I I
1
BSP - BACTERIOLOGICAL SAMPLING POINT 1 Sd 111115 SIGN 1
BV - BAB. VALVE%
CAN= CABLE TELEV1510N BOX R w NIi
CB - CATCH BASIN It _ 1, I
CLD - CENFERDNE DITCH
CLP - CENTERLINE PATH 111 1'1 a----------
CLR - CENTERUNE ROAp 1 11 111 \
CMP -CORRUGATED METAL PIPE , 1 U: x11,
CO -CLEAN OUT
CONC= CON CRETE1 sf�' 1111 7o CI) ( 1
CP -COMPACT PARKING SPACE y(n
CPP - CORRUGATED PLASTIC PIPE \\ P\1 `111 1£`1gL 11
N - DROP INLET
DIP - DUCTILE IRON PIPE \ E+g X11 I\
DS -DOWNSPOUT 61111
EC - EXISTING CONCRETE MONUMENT 1\I\, 111 `C ,(`1 RR �\.,,1 „T 5.5'K IB.:
EIA - EXISTING IRON AXLE ate' PAno(ttP
EP - EXISTING IRON PIPE 1 11`7 l m of 1 y,1
EIS - EXISTING IRON STAKE 1' ` (C7 1111 sI c a1
ELEC- ELECTRICAL.
ELM - ELECTRIC METER BO% 1` C t a£`T,1 BEIGARD REIAI �
ELMH= ELECTRIC MANHOLE 1 \ 1111t` 11 \\1 WAll WITH CM
EBOX- EXISTING ELECTRIC BOX
EP -EDGE OF PAVEMENT
EPKN-EXISTING PARKER KALON NAIL ``T11R .( 1 JOryE 4F
ERRS= EXISTING RAILROAD SPIKE 1\
-EX 24 CURS _& Gt1RPR__________________________________
ERWM- EXISTING RICHT-OF-WAY MONUMENT y\ , 1 VI.W. t 1-
ESCP- EXTRA STRENGTH CONCRETE PIPE C �+ Ff1 A
FES - FLARED END SECTION n 1 (n 1`t �1 IX. OR \
FEE FINISHED FLOOR ELEVATION p\ \ �5 HOW
21._ 6.5' 6.5' CONT. !
PH = FIRE HYDRANT !!! 1 111 m TLLR' /_ , UY 1
FIRM = FLOOD INSURAUICE RATE MAP A ��A SON
\ TD 6
FM = FORCE MAW
FMV =FORCE MAIN VALVE �\ E" ` 1
F/O = FIBER OPTIC MARKER IX. �RH jH SPI E
GM - GAS METER IN UTKRY POLE IL RAMP
W = GAS VALVE i EI£V.J0.92' SEE DEVIL 413.04
GW = GW WIRE - ITION FROM 301 (SEE SHEET 1 OF a) -
HB HOSE BIB R GA, DLII RBSANO GOnER .
ICV =IRRIGATION CONTROL VALVE 24' CURB MND GUTTER
LJB P LIGHT
NCTI N O% -- �'Pv"' ^1 CNA I.. ­I
LSA - LANDSCAPED AREA RO O -I PU9U) \
MB =MAIL BOX QF` * --
ABL =MINIMUM BUILDING TINE F� ,� ,
MH = MANHOLE RI \\ W ESI\
MAW - MEW HIGH WATER
MP - METAL PIPE WWAlE $• It
MW - MON RING WELL ____ �+ 1p• N ` `\y
NES NOT TO SCALE
OCS= OU11.ET CONTROL STRUCTURE
OUP = OVERHEAD UTIUTIY POLE 1 WAi�ILHE ,� 1 1
PH - PUMP HOUSE EXPoo
PC = POINT OF CURVATURE V,
`1 f
PO NT OF CONCAVE CURVATURE
POB -POINT OF BEGINNINGFEE BEAR RI"D \\ \
PRC -POINT OF REVERSE CURVATURE SEM1ER IINE� a-5p�6 EyEXS�H
PT = POINT OF TANGENCY
PJC POLYVINYL CHLORIDE SSMH \ N¢1L11
R RADIUS
RCP - REINFORCED CONCRETE PIPE \\
R/W - RIGHT-OF-WAY\\ W
SIP - SET IRON PIPE fi' 18'
SIAM- SET MAG NAIL
SPKN= SETPARKER KALON MI
STIRS- SET RAILROAD SPIKE
Ss = SEWER Y SEWER
PARte'
SSMH=SANITARYSEWERMANHOLE
SSV H- SEWER VENT MANHOLE±_�3"
/8' RAD Y /
2'
SW - SIDEWAU( 12 3• WD
SWHDPE- SMOOTH WALL HDPE fi• �'i' ..].•,
SWAP- SMOOTH WALL PLASTIC PIPE
TB -TOP OF BANK (TDPO ONLY) B
TSK - TDP OF BLOCK 12' -
TBR - TO BE REMOVED 6, ^..
TC - TOP OF CURB P4•
TCO C= TOP OF CONCRETE
To - TOP OF GRAVEL 24' CURB & GUTTER
TIMH= TELEPHONE MANHOLE
TP = TOP OF PAVEMENT SPILL -TYPE .�'-z1•�'
TSW - TOP OF SIDEWALK (N,T.SJ
TW -TOP OF WALL 24' CURB & GUTTER
TLMH- TELEPHONE MH
TOT -TOTAL STANDARD FACE
TPED- TELEPHONE PEDESTAL N.T.S.)
TRANS- ELECTRICAL TRANSFORMERi( ] ,
TSP - TRAFFIC SIGNAL SUPPORT POLE ±I_ -
IRE
UTP _ URUFY POLE -
VG = VALLEY GUTTER
2'
8• CART E-PMHIED �I q,_ i
S-9.SB P`
- -�+moo•
FENCE POST GGTT,�
CONCPEIE ENCASEMENT
2' \\`
POST SETTING DETAIL /
(N.T.S.)
SCREEMNG fENLE _ ,. SIRE -N. CENTER SIGN
20
�4x1' TREATED WOOD POST ,.
wmH P.c cwER� N
fi'
1/2• R EXPM'SION
6. JOINT NATAT ERLLL I!
1Y
1 I s•
R'
GRFETE -�-
CUR FF 1O -O COHGATTE 3000 P51 rM
LOWR SI1 L
A EN
SECT. R-
SECTION A -A
WMPSIER PAD MUST BE RUSH _ DINT OF DESIGN EIEVAlION
WITH PAWONG IAT PAVEMENT. B
TOP OF CURB \
NT EDGE LP=,rFMq,
1, Ram a cARe
lo' -D- AxIW,
HM FA
CORNER CWCPEIE PPD SCALE: 1'.1000'3
2-0 HEADER CURB END SECTION VICINITY MAP
PAVER PARK,O LOT (TO BE USED WHEN PARKING UDF HAS
NO CURB & GLITTER AT WMPSIER LOFAnON)
PLAN VIEW
z• -o• a DIMENSION CONTROL AND MATERIALS PLAN NOTES
1.
\ O AD DETAIL 1. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BURDINC, CENTERLINE
UNLESS OTINENWISE NOTED.
Jp (N.T.S.) 2. ALL DIMENSIONS ARE AT 90 DEGREE UNLESS OTHERWISE NOTED.
_1 ? 3. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS.
4. ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND R AND REED
\ CONDITIONS SHALL BE CALLED TO THE ATTENTION OF THE OWNER AND THE
1 ENGINEER PRIOR TO PROCEEDING WITH THE NARK.
5, THE CONTRACTOR SHALL CONTACT ALL OWNERS OF ItTILNES. EASEMENTS. AND
RIGHTS -CF -WAY, PUBLIC AND PRIVATE, PRIOR TO WORKING IN THESE AREAS.
LL
6. ALL ASPHALT PAVING SHACONFORM TO THE APPLICABLE PROVISIONS OF THE
MOOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, LATEST EDITION.
,R••N \ 7. CO TOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN
ON THE PUNS.
B. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL
1 CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC
1 CONTROL DEVICES (MUTCD).
\ \ 9OALL PARKING STALI_
THERWISE NOTED. PIPING SRALL BE 4 -INCH WHITE LINES, UNLESS
\ 10. STOP SIGNS SHALL BE RI -1, 30'x30•.
11. NO DEMOLITION LANDFILLS ALLOWED ON SITE.
\ 12. IN SOD AREAS SNIPING SHOWN FOR REFERENCE ONLY. NO STRIPING TO BE
-- N III 481.55' - \ \ 18'36' E 73.28' INSF D TURF AR
FEEAYARO DEN MEL RUN GRFENWAY
--- ---- (GUC HAS, NOT OEERNINEO WID1H)
ZO
ELOARD RETAINING \ \
WALL WITH GAR 5.5'08.1' \
0 u E PARO(TP.)
AS.6 In (8)-2 BEDROOM UNITS I H.6
I 'T'
'
DOW. WIDEI \\ 4 \ C O REENVILLE
JJ \
40.
WMIPSIFA PAD u 20'Li S.5' CON
W/8' HIGH PVC - 9'
SCREENING WALL
R-5' 8.5' LONG. SIDEWALK - \
R-15' TIP P =E 171
WITH CAR \ \ \\
LYCLLNG CENTER SIGN
P-1' (SEE SHEET{ OF 5) -5
RAL BOUNDARY SETBACK CIII..FRECYCUE 26'CASID
8 ` \ •p/ 1\.. \\.
;4" SVM• -. - E% 10- ALP WAIERMNE By`T' wv
a.AN ASPHALT DpryE IX. CON
AND PARKING LAT \ PM
2{ 24'
•
SID.-
F� \
IIAPARTMENTS \
REBAR BIT DID
CIWRS
3' \CDF j
RAO
ANI ILYE4BIE
\I RESERVED
PARKING
WARD HOLDINGS, LLC
DB 1051. PG 826
PROVIDE EXPANSION JOINT
AT MID -LENGTH
48' VALLEY GUTTER DETAIL
(N.T.S.)
- -
WDL - WOODSUNE
IN - WATER METER BOX
WP WETWND POINT
-.]"TYP 1H;1 I R11+ _
1
IX. 8'SON
MA%INUN
PIXLLTY
WS - WRAPPED STEEL
,COAD. 1
SEWFA PIPE I
DI 1
a�
E2w
WJ - WATER VALVE
Cll 72 Hours Before You Di I
Call 9'
121
1 1
fit-= NOT TO SCALE
0 - CUSS -B' STONE APRON
1-800-632-4949
i
'
PETITS. 27-8 37.8
®- CONSTRUCTION ENTRANCE/EXIr
12:1 SLOPE W%.
12:1 SLOPE MAX.
- -= EXIST NG OVERHEAD UTILITIES
RESPONSIBLE FOR CONI ACTING
1. CONTRAC TOR 6 ALLY ESP
- -= EXISTING SANITARY SEWER UNE
APPROPRIATE PARTIES AND ENSURING THAT ALL EXISTING
- -= UNITS O WATER UNE
-�= LIMTIS OF CONSTRUCTION
CONTRA ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING
PP 'VAN ACCESSIBLE' SIM AT ONE
= SILT FENCE
® = DRAINAGE EASEMENT
MG MEN. ETC., AS NECESSARY TO ENSURE SAFETY OF THE
PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT. ARE TO BE
PACE
SPACE AS SHAWN ON THE SITE PLAN
MOUNT SIGN W 2' SCHED 40 .1 m PIPE W/ CAPPED ENO.
®= RIPARIAN BUFFER
PLACED ACCORDING TO THE STANDARDS OF THE NORTH
PALM WHITE, SE 3' BELOW GRADE IN .5 CY CONT.
® =SIGHT TRIANGLE
CAROLINA DEPARTMENT OF TRANSPORTATION, OR LOCAL
IS MORE STRINGENT.
®=SIGN EASEMENT
JURISDICTION. WHICHEVER
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
TYPICAL HANDICAP PARKING SIGN
(N.T.S.)
ZONING ASSIRCATION
STANDARDS. 29 PART 1926. SUBPART. OR AS AMENDED.
til
2% MAX. GRADE
HC PARKING GRADE DETAIL
(N.T.S.)
BAKERVW.E OLD FACE FONT -
(2.50' H)
ED WHITE UEEER5 & BORDER ON EC -
GREEN BACKGROUND (H.IA. SHEETING
6 ACCEPTABLE ALTERNATE)
9.0' DN CRY OF GREFNWIE-
RECYLUW SEAL (PRESSURE APPLIED)
(PROVIDED BY THE CRY)
0.75' WIDE SOROEI
'RECYCIABas M I SIGN
(SEE NOTE 3 BELow)
2 IE./IL GALVANIZED U -CHANNEL
ONNEN 2'-8' MIN. INTO CDMPAGED
RNISHED
NOTES:
1. SINGNNS TO B 0.080- ALUMINUM.
eu E
2. CONTACTOR RESPONSIBLE FOR ALL
NECESSARY MATERIALS.
3. CITY C CARES' ILLESIGN TO PROVIDE INSTALLED
By CONTRACTOR. SIGN TO BE INSTALLED
BY CONTIACTOR.
B�
RECYCLING CENTER SIGN
(N.T.S.)
ROOM RNBH
SLOPE 2001- SDOI PSI CONCRETE
VARIES
fi• 5-9.SB ISPHLLT
12- 1
. GABC
COMPACTED
8' SURGRADE
PARKING LOT DETAIL
(N.T.S.)
PARKING LOT STRIPING NOTES
1. ALL PARKING LOT STRIPING PAINT TO BE
FEDERAL SPECIFICATION TRAFFIC PAINT.
2. PAINT COLOR MAY BE YELLOW OR WHITE
OWNERS CHOICE
(OWNER'S )
3. PARKING LOT STRIPING HANDICAP ACCESS
AREAS BE THE COLOR TO COMPLY WITH
THE MOST CURRENT ADA REQUIREMENTS.
4. STRIPING WIDTH TO BE 4".
5. STRIPING PRIM TO BE WATER BASED SATIN
WITH 40 MINUTE DRYING TIME.
6.RESIN TYPE: ACRYLIC LATEX COPOLYMER
7. VISCOSITY: 60-90 KU
CHECKED: NRW I DATE: 04/17/18
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
MANUAL OF STANDARD DESIGN AND DETAILS. THE SPECIFIC DESIGN AND
LOCATION OF ALL SIDEWALKS SHALL BE REVIEWED BY THE DIRECTOR OF
PUBLIC WORKS. THE DIRECTOR OF PUBLIC WORKS MAY EXPAND THE
REQUIRED WIDTH OF SIDEWALKS FROM THE MANUAL OF STANDARD DESIGN
AND DETAILS IN CERTAIN LOCATIONS OF THE CRY AND IN UNITED OASES,
REDUCE THE REQUIRED WIDTH OF SIDEWALKS TO AVOID OBSTRUCTIONS
WHILE REMAINING IN COMPLIANCE WITH DIMENSIONAL STANDARDS OF THE
AMERICANS WITH DISABILITIES ACT.
ALL REQUIRED SIDEWALKS SHALL BE INSTALLED PRIOR TO ANY OCCUPANCY,
INCLUDING TEMPORARY OCCUPANCY, OF NEW OEVELOPEMENT.
&REVISED: 10-05-18 (CITY OF GREENVILLE COMMENTS)(NRW)
REVISED BURDING -B- LOCATION. PARKING A, SITE DATA
aC etl
GRAMc SLNE I - m'
SHEET 2 OF 4 TAX PARCEL #03302
SITE & STAKING PLAN TAX MAP #4697-08-1554
CYPRESS BLUFFS APARTMENTS
LOT 4, HILTON FORNES DIVISION
REFERENCE: DEED BOOK 3584, PAGE 780 OF THE
PIR COUNTY REGISTER OF DEEDS
GREENVILLE, GREENVILLE TOWNSHIP, PTR COUNTY, N.C.
OWNER: HAPPY TRAIL FARMS, LLC OWNER: JEFFREY C. DANIELS
'P.O. K 86 '1202 TRAFALGAR ROAD
ADDRESS: BO 1 3 ADDRESS.
GREENVILLE, NC 27835 WINTERVILLE, NC 28590
PHONE: [phone] PHONE: [phone]
Baldwin, DesignLG-S' DESIGNED: NOR APPROVED: MWS
COnWltantS7 PA DRAWN: NRW DATE: 09/04/18
DKINEOW - SURW.YING - PUNLG
1700-D FAST APIINOION BOULEVARD
H
L..._...,... .v recd .........,,"
CHECKED: MWB SCALE:
1
IX. 8'SON
E LOCATION OF PWG
D VERBIED)PAD
IX. COAL.
,COAD. 1
SEWFA PIPE I
DI 1
TOP OF SIDEWAUK 1 I
�
121
1 1
VARIES 1'-6• � U
CROSS SECTIONw
EG CONCRETE
12:1 SLOPE W%.
12:1 SLOPE MAX.
SEE SITE PLAN
SEE SITE PLAN
CONCPEIE RAMP TO BE
e' -O' S'-0"
8'-0'
MS POINT TO BE
SCORED EVERY B' AT 1.5'
21
PLAN VIEW
FlI15H NTH PAVEMENT DEEP ANO 3/{' AAONS
ecrczwc
HANDICAPPED RAMP DETAIL
C'FMFR
WITHOUT CURB &
GUTTER
(N.T.S.)
B�
RECYCLING CENTER SIGN
(N.T.S.)
ROOM RNBH
SLOPE 2001- SDOI PSI CONCRETE
VARIES
fi• 5-9.SB ISPHLLT
12- 1
. GABC
COMPACTED
8' SURGRADE
PARKING LOT DETAIL
(N.T.S.)
PARKING LOT STRIPING NOTES
1. ALL PARKING LOT STRIPING PAINT TO BE
FEDERAL SPECIFICATION TRAFFIC PAINT.
2. PAINT COLOR MAY BE YELLOW OR WHITE
OWNERS CHOICE
(OWNER'S )
3. PARKING LOT STRIPING HANDICAP ACCESS
AREAS BE THE COLOR TO COMPLY WITH
THE MOST CURRENT ADA REQUIREMENTS.
4. STRIPING WIDTH TO BE 4".
5. STRIPING PRIM TO BE WATER BASED SATIN
WITH 40 MINUTE DRYING TIME.
6.RESIN TYPE: ACRYLIC LATEX COPOLYMER
7. VISCOSITY: 60-90 KU
CHECKED: NRW I DATE: 04/17/18
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
MANUAL OF STANDARD DESIGN AND DETAILS. THE SPECIFIC DESIGN AND
LOCATION OF ALL SIDEWALKS SHALL BE REVIEWED BY THE DIRECTOR OF
PUBLIC WORKS. THE DIRECTOR OF PUBLIC WORKS MAY EXPAND THE
REQUIRED WIDTH OF SIDEWALKS FROM THE MANUAL OF STANDARD DESIGN
AND DETAILS IN CERTAIN LOCATIONS OF THE CRY AND IN UNITED OASES,
REDUCE THE REQUIRED WIDTH OF SIDEWALKS TO AVOID OBSTRUCTIONS
WHILE REMAINING IN COMPLIANCE WITH DIMENSIONAL STANDARDS OF THE
AMERICANS WITH DISABILITIES ACT.
ALL REQUIRED SIDEWALKS SHALL BE INSTALLED PRIOR TO ANY OCCUPANCY,
INCLUDING TEMPORARY OCCUPANCY, OF NEW OEVELOPEMENT.
&REVISED: 10-05-18 (CITY OF GREENVILLE COMMENTS)(NRW)
REVISED BURDING -B- LOCATION. PARKING A, SITE DATA
aC etl
GRAMc SLNE I - m'
SHEET 2 OF 4 TAX PARCEL #03302
SITE & STAKING PLAN TAX MAP #4697-08-1554
CYPRESS BLUFFS APARTMENTS
LOT 4, HILTON FORNES DIVISION
REFERENCE: DEED BOOK 3584, PAGE 780 OF THE
PIR COUNTY REGISTER OF DEEDS
GREENVILLE, GREENVILLE TOWNSHIP, PTR COUNTY, N.C.
OWNER: HAPPY TRAIL FARMS, LLC OWNER: JEFFREY C. DANIELS
'P.O. K 86 '1202 TRAFALGAR ROAD
ADDRESS: BO 1 3 ADDRESS.
GREENVILLE, NC 27835 WINTERVILLE, NC 28590
PHONE: [phone] PHONE: [phone]
Baldwin, DesignLG-S' DESIGNED: NOR APPROVED: MWS
COnWltantS7 PA DRAWN: NRW DATE: 09/04/18
DKINEOW - SURW.YING - PUNLG
1700-D FAST APIINOION BOULEVARD
H
L..._...,... .v recd .........,,"
CHECKED: MWB SCALE:

EROSION CONTROL NOTES:
1. NO LAND DISTURBING ACTIVITY BEYOND THE REQUIRED TO INSTALL APPROPRIATE EROSION
CONTROL MEASURES MAY NOT PROCEED UNTIL EROSION CONTROL MEASURES ARE INSPECTED
AND APPROVED BY THE CITY.
2. SCHEDULING OF A PRE -CONSTRUCTION CONFERENCE WITH THE EROSION CONTROL
INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING ACTIVITIES. FOR INSPECTION
PLEASE CALL [phone]. A 24-HOUR NOTICE IS REQUIRED.
3. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION FOR ALL DENUDED SLOPES WITHIN 7 DAYS FOR SLOPES STEEPER THAN
3:1 OR 14 DAYS FOR SLOPES FLATTER THAN 4:1.
4. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON
A WEEKLY BASIS AND AFTER EACH RAIN EVENT OF YZ' OR MORE. FAILURE TO KEEP EROSION
CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT IN ISSUANCE OF A STOP WORK
ORDER OR CML PENALTIES UP TO $5000 PER DAY OF VIOLATION. SRO UTILIZING SEDIMENT
TRAPS MUST ALSO SPECIFY A MAXIMUM DEPTH OF SEDIMENT PRIOR TO CLEAN OUT.
5. THE CITY ENGINEER RESERVES THE RICHT TO REQUIRE ADDITIONAL EROSION CONTROL
MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE.
6. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE CITY OF THE
DATE OF THE LAND DISTURBING ACTIVITY.
7. ACCEPTANCE & APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH
FEDERAL AND STATE WATER QUALITY LAWS, REGULATIONS, AND RULES. IN ADDITION, LOCAL
CITY AND COUNTY ORDINANCES OR RULES MAY ALSO APPLY TO THIS LAND DISTURBING
ACTIVITY. APPROVAL BY THE CITY DOES NOT SUPERSEDE ANY OTHER PERMIT OR APPROVAL
8. THE CITY RESERVES THE RIGHT TO ENTER AND INSPECT ANY PROPERTY WITHIN ITS
JURISDICTION FOR COMPLIANCE WITH THE SOIL EROSION AND SEDIMENTATION CONTROL
ORDINANCE
9. IN ANY EVENT, SLOPES LEFT EXPOSED WILL BE PLANTED OR OTHERWISE PROVIDED WITH
GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN TWENTY
ONE (21) CALENDAR DAYS OF COMPLETION OF ANY PEASE OF GRADING.
10. MNNTAIN EROSION CONTROL MEASURES AS NECESSARY.
1
92997
t Bi 't'Q EK
SSMH 1
't$ f
1
°1 IX. SPEFJY
R 3/4' CLUN -NE 1 11 ' !� UMRS SIGN
C p un
0 4" CAP
ar 1 Se• 1 IS oW\ 3 B
I -III -III -I IDV
III-! 1 1 1 1 1 1111 sE Lo
�O C13
B'°B'At6' BLOC](
UNI
F
IEIIIIIII11 �`;,;¢ D•
I II I ]III II
I-Ir=11
-11 I-1 11-/57 STGNE
-III-II
III -III- ,�
� VIII I I I •,' I,�,1111�IIII �\L ��`,; ��
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 1008 MAXIMUM DRY DENSITY IN ACCORDANCE WITH MSHTO-T99.
2. ALL EMMMRK SHALL BE IN ACCORDANCE WITH DMSION 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 NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
4. ALL MAJOR STRUCTURES SHALL BE N ACCORDANCE WITH DIVISION 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 - "SUBGRADE. BASES AND
SHOULDERS" OF THE NCDOT STANDARO 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 DIVISION 7 - 'CONCRETE PAVEMENTS AND
SHOULDERS' OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012-
B. ALL INCIDENTALS SWILL BE IN ACCORDANCE WITH DIVISION B -INCIDENTALS' OF THE NCOOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES DATED JANUARY 2012.
9. ALL SIGNING SHALL BE IN ACCORDANCE WITH DMSION 9 - 'SIGNING' OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS
AND STRUCTURES DATED JANUARY 2012.
10. ALL MATERIALS SHALL BE N ACCORDANCE WITH DIVISION 10 - 'MATERIALS' OF THE NCDOT STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES DATED JANUARY 2012.
11. ALL WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH DIVISION 11 - 'WORK ZONE TRAFFIC CONTROL' OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
12. ALL PAVEMENT MARKINGS, MARKERS AND DELINEATION STALL BE IN ACCORDANCE WITH DIVISION 12 - 'PAVEMENT MARKINGS.
MARKERS AND DELINEATION' OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
13. ALL LIGHTING SHALL BE IN ACCORDANCE WITH DIVISION 14 - 'LIGHTING" OF THE NCDOT STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES DATED JANUARY 2012.
14. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH DIVISION 15 --UTIUTY CONSTRUCTION- OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND SRRUCTl1RES DATED JANUARY 2012.
15. ALL EROSION CONTROL AND ROADSIDE DEVELOPMENT SHALL BE IN ACCORDANCE WITH DIVISION 16 - 'EROSION CONTROL
MID ROADSIDE DEVELOPMENT' OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2012.
-;11,16. ALL SIGNALS AND INTELLIGENT TRANSPORTATION SHALL BE IN ACCORDANCE WITH DMSION 8 - 'SIGNALS AND INIIEWGENT
ti
SPORTATION-
ENCDOT STANDARD SPECIFI NDHE DATED
17. THECO TRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FORTCONST DIOOF THOADWAY. DRAINAGE
WATER UTIUTIES AND SEEDING FOR A PERIOD R ONE YEAR FROM THE DATE OF ACCEPTANCE AND FINAL PAYMENT FROM
%B THE OWNER.
Ot. 4' ACP WATERLINE
Iww-
IX. CONCRETE DRIVE
PND PARKING WT
1 1 1 -III III -III Al -"'} 1
=� � I-1 I _ IIIIII-1 � I- � g�WTCN GRADE
OTE%iILE FP91K �\ QL. 2AeO4
PERFORATED RAN EX. /BENCHMARK
Ot T) IN LRp1ry POLE
EEV.W.92'
RETAINING WALL DETAIL a Dx.� (NAvo6e) znA
gUG)1`MATCH
gRONdNoFec/B�£ ; �`
4
(10 RAW
r
EX, e• SVA. sEwEp E%. IX
55 `,kY ME
. e' 04 igt� W .UNE
SSMN �
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DPANfiION ILSIRAM MP eIT1APS
(1/a' NW1N ROPE 2 FAO]
Y MT WARKAe UMP SPAP
1' R®M FOt
BAG DETAIL RFtlOVAL f111611MET
1�0STOME WNIC➢ALInES W .1 ALLOW
WTtrn. Dshiou. uxn wtr°i mis
CA ES
26ASBE 0.ED/I Wi MP
SHAM RAM T RAN EWlei AND/IR AS NEFDE0.
INSTALI ALT DETAIL
STANDARD SILT BAC - INLET SEDIMENT CONTROL DEVICE EC -5
Call 72 Hours Before You Dig!
1-800-632-4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ENSURING THAT ALL EXISTING
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
STANDARDS, 29 PARA 1926, SUBPART. OR AS AMENDED.
_011- \�
1
_EX. _2_4'_CURB _- SUTTER____ -
.,i• •12.0 .12] I
_--'_--_ W-9
F
ll
DRAFT WNC.�- -27.N �YB._9d 12AT1 \1 Tsw \ TM
BUT SIGN 26JN 2e.2e
Tc/
za
Tc -_-27Tsw30
.. r9W 1,)/1sW
DE°Y\ 27.J6 - i5W ) Z1.16-- 27 W
�`-
IV TI
CLASS 'A'-
INSTRUCIIONA-_- - %JKI�
y.W_,A,_ --W W WLri
IX. 10' ACP WATEIWNE
/ND P%'gG LOT
ri X
07i
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D
IT \ PADS
BE FPRO%IEIDBID LOCATION OF RUG
VFAIFlEO)
GRADING AND EARTHWORK NOTES
CONSTRUCTION SCHEDULE:
17. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL FILL AND BACKFILL
1. OBTAIN PIAN APPROVALS AND ALL APPUCABLE PERMITS.
MATERIAL WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT AS
2. HOLO PRE -CONSTRUCTION MEETING WITH GRADING CONTRACTOR, CITY OF
DETERMINED BY ASTM D698. SOIL MATERIAL THAT EXCEEDS THE OPTIMUM
MOISTURE CONTENT BY 3 PERCENT OR MORE, AND IS TOO WET TO COMPACT TO
GREENNILLE EROSION CONTROL ADMINISTRATOR, PROJECT ENGINEER & OWNER.
THE SPECIFIED DRY UNIT WEIGHT, SHALL BE SCARIFIED AND AIR DRIED. UME
3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
OR REMOVED AND REPLACED.
18. CONTRACTOR SHALL PROVIDE ALL DEWATERING MEASURES NECESSARY. INCLUDING
4. CLEAR WOODED AREAS
WELL POINTS. SUMP PUMPS, TEMPORARY SHORING. ETC., TO ENSURE
5. INSTALL PERMANENT PERIMETER SEDIMENT FENCES AS THE FIRST
COMPLETION OF STABLE EXCAVATION AND BACKFILL OPERATIONS. GROUNDWATER
CONSTRUCTION ACTIVITY PRIOR TO THE INSTALLATION OF ANY FILL
SHALL BE MAINTAINED A MINIMUM OF 2 Fr. BELOW THE BOTTOM R ALL
EXCAVATIONS.
6. STRIP SITE OF TOPSOIL (6' AND STOCKPILE ON SITE TO USE IN FINAL GRADING R SITE
7. PERFORM GRADING ACTIVITIES IN PARKING LOTS & BUILDING PADS.
9 CONTRACTOR SHALL CONSULT WITH THE ENGINEER AND PROVIDE ANY AND ALL
19_
8. INSTALL STORM DRAINAGE PIPE AND STRUCTURES.
SHORING DETERMINED R DJ NECESSARY TO PROTECT EXISTING BUILDING
FOUNDATIONS OR OTHER ADJACENT IMPROVEMENTS.
9. INSTALL EROSION CONTROL MEASURES AT ENDS OF STORM DRAINAGE PIPES AND INLETS
20. GRAD R 1 F PAVING SIDEWALKS.
ALL AREAS BEYOND THE UMTRE 0
0 DAT
10. BEGIN SANTARY SEWER CONSTRUCTION.
BUILDINGS, ETC.. THAT ARE NOT OTHERWISE LANDSCAPED PER LANDSCAPING
, ARE
PLAN. SMALL STABILIZED WITH NEW LAWN SEEDED IN ACCORDANCE WITH
11. INSTALL WATER UNE AND SERVICES.
NO(((N
12. FINE GRADE PARKING LOTS & BUILDING PADS.
WHERE WORK IS DELAYED AND/OR
1,
13. APPLY TEMPORARY SEEDING TO ALL DISTURBED AREAS
WHERE WORK IS COMPLETE
14. PROOF ROLL SUBGRADE.
Ne
15. INSTALL CURB AND GUTTER, SIDEWALKS AND HC RAMPS.
16. INSTALL CABC UNDER ASPHALT.
17. INSTALL UNDERGROUND ELECTRICAL
18. FINE GRADE BUILDING PADS AND REN AREAS AND TOP DRESS AREAS TO BE SEEDED WITH
STOCKPILED TOPSOIL
19. SEED & MULCH ALL EXPOSED AREAS EXCEPT BUILDING PADS PER SEEDING SPECIFICATIONS.
20. PERFORM THICKNESS AND COMPACTION TESTING ON CABC(BY OWNER).
21. PAVE PARKING LOT AND STRIPE
22. IN ANY EVENT. SLOPES LEFT EXPOSED WILL BE PLANTED OR OTHERWISE
PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN
EROSION WITHIN SEVEN (7) DAYS FOR SLOPES STEEPER THAN 3:1, OR WITHIN FOURTEEN
(14) DAYS FOR SLOPES FLATTER THAN 4:1.
23. ADDMO94L EROSION & SEDIMENTATION CONTROL MEASURES MAY BE REQUIRED BY THE CITY
OR ENGINEER IF DEEMED NECESSARY.
24. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES, FINE GRADE DISTURBED
AREAS, AND INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
_
25. FINE GRADE PERMANENTLY SEED AND MULCH ALL LANDSCAPED AREAS.
2
26. REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES UPON
COMPLETION AND STABILIZATION OF PROJECT.
1
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D
IT \ PADS
BE FPRO%IEIDBID LOCATION OF RUG
VFAIFlEO)
GRADING AND EARTHWORK NOTES
1. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
17. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL FILL AND BACKFILL
2. REFER TO EROSION CONTROL PIAN FOR CONSTRUCTION SEDUENCE
MATERIAL WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT AS
REQUIREMENTS. (TO BE PROVIDED WIRI DESIGN DEVELOPMENT DOCUMENTS).
3. ANY GRADING BEYOND THE DENUDED UMITS INDICATED ON THE CONSTRUCTION
DETERMINED BY ASTM D698. SOIL MATERIAL THAT EXCEEDS THE OPTIMUM
MOISTURE CONTENT BY 3 PERCENT OR MORE, AND IS TOO WET TO COMPACT TO
NT
DOCUMES IS A VIOLATION OF EROSION CONTROL ORDINANCES ANI) IS SUBJECT
THE SPECIFIED DRY UNIT WEIGHT, SHALL BE SCARIFIED AND AIR DRIED. UME
t TO A FINESTABILIZED,
4. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
OR REMOVED AND REPLACED.
18. CONTRACTOR SHALL PROVIDE ALL DEWATERING MEASURES NECESSARY. INCLUDING
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-STTE GRADING. PERMISSION
WELL POINTS. SUMP PUMPS, TEMPORARY SHORING. ETC., TO ENSURE
MUST BE OBTAINED FROM THE AFFECTED PROPER]'' OWNER(S).
COMPLETION OF STABLE EXCAVATION AND BACKFILL OPERATIONS. GROUNDWATER
5. THE CONTRACTOR SHALL IMMEDIATELY REPORT U OWNER ANY DISCREPANCIES
FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS,
SHALL BE MAINTAINED A MINIMUM OF 2 Fr. BELOW THE BOTTOM R ALL
EXCAVATIONS.
AND WAN FOR PRIOR U PROCEEDING.
9 CONTRACTOR SHALL CONSULT WITH THE ENGINEER AND PROVIDE ANY AND ALL
19_
CSHAULONTRACTOR VERIFY LOCATION
6. CONTRACTOR SHALLCONS LOCATION OF ALL EXISTING UITLITR AN THE FIELD
PRIOR U BEGINNING CONSTRUCTION.
SHORING DETERMINED R DJ NECESSARY TO PROTECT EXISTING BUILDING
FOUNDATIONS OR OTHER ADJACENT IMPROVEMENTS.
7. OMITS OF CLEARING SHOWN ON GRADING PUN ARE BASED UPON THE
20. GRAD R 1 F PAVING SIDEWALKS.
ALL AREAS BEYOND THE UMTRE 0
0 DAT
APPROXIMATE CUM AND FILL SLOPE UMIIS, OR OTHER GRADING REQUIREMENTS
8. ALL ELEVATIONS ARE IN REFERENCE TO THE SIIE BENCHMARK. CONTRACTOR
BUILDINGS, ETC.. THAT ARE NOT OTHERWISE LANDSCAPED PER LANDSCAPING
, ARE
PLAN. SMALL STABILIZED WITH NEW LAWN SEEDED IN ACCORDANCE WITH
SHALL VERIFY THE BENCHMARK PRIOR EL ROUND BRAKING. -
CONTRACTOR SMALL MAINTAIN SEEDED ARES UNTIL
THE SPECIFICATIONS. T
9. THE PRORRED CONTOURS ANO SPOT ELEVATIONS SHOWN WITHIN ROADWAYS.
ALT14Y S ANDOFAS
A HEALTHY STAND R GRASS IS ESTABLISHED.
PARKING LORE. AND SIDEWALKS AREAS REFLECT FINISH ELEVATIONS INCLUDING
SUBBASE. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT
SUBBASE OR AGGREGATE COURSE ELEVATIONS U BE COMPLETED UNDER THIS
CONT CT.
10. GRADE SHALL BE ESTABLISHED PROVIDE A SMOOTH SURFACE, FREE FROM
IRREG SURFACE CHANGES GRADING SMALL COMPLY 'MIH COMPACTION
REQUIR NO SP AND GRADE CROSS SECTIONS. TUNES, AND ELEVATIONS INDICATED.
Il. WHERE N SPOT GRADES ARE INDICATED, THE GRADE SWILL BE TS POT GRD
BASED ON INTERPOLATION OF THE ELEVATIONS BETWEEN ADJACENT SPOT GRADES
WHILE MANTAINI G APPROPRIATE TRANSITION AT STRUCTURES AND PAWING. AND
UN INTERRUPTED DL ENSU FLOW INTO INLETS.
12. BY GRAVTR SHALL ENSURE W RAD DRAINAGE SUCH THAT RUNOFF WILL DRAIN
IN GRAVITY FLOW ACROSS NEW GRADED ARF/5 TO NEW R EXISTING DRAINAGE
INLETS, ORSHEET OVERLOAD.
13. ALL SIDEWALKS, STOOPS. TERRACE AND OTHER PAVED AREAS SHALL SIRE
AWAY FROM BURS PLA AT A 2AR SLOPE MINIMUM.
14. FILL FAL N LIMITS
BE PLACED N A MAXIMUM ENINCH TUFTS AND COMPACTED, ALL
FILL WITHIN OMITS ST BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED TO
t00R OF MAXIMUM STANDARD PROCTOR DENSITY THE TOP 12 INCHES
AND A MINIMUM 95R OF MAXIMUM STANDARD PROCTORCMR DENSITY BELOW 12 -INCH
DEPTH.
75. FILL WITHIN UWD AREAS SHALL COMPACTED TO MINIMUM 90% OF
MAXIMUM STANDARD PROCTOR DENSITY.. MAXIMUM STANDARD PROCTOR DENSITIES
SHALL BE CT SUBGRADE
IN ACCORDANCE WITH ASIA D698.
16. ALL PROJECT RINES T SHALL AT INSPECTED BY THE ENGINEER. E THE
ENGINEER DETERYM ATE THAT ALL BEFRE UNSATISFACTORY SOIL IS PRESENT, THE
UNSATISFACTORY MATERIAL SHALL BE REMOVED AND REPLACED WITH COMPACTED
BACKFILL SUCH ADDITIONAL AUTHORIZED EXCAVATION SHALL BE PAID FOR
ACCORDING TO THE CONTRACT PROVISIONS FOR UNIT PRICES.
CR PI
IX. ONC.-A ).6 EP \ IX�8' STORN�
Pb 20.00' CCNC. 1 SEWEPE
PAD
BLF 15' RCP W/FES O 1.058
NOTE: NO CLEARING OR DISTURBING IN WETLANDS
CAN TAKE PLACE UNTIL FIELD PERMIT IS RECEIVED
FROM US ARMY CORP OF ENGINEERS AND NCDWQ.
GENERAL NOTES:
GLA55 'A' WNCREIE TO BE USED.
- FORMS TO BE USED FOR CONS11 IM)N OF BOTOM SLABS.
ALL MORMON JDNR TO BE 1/2 PLUS OR MINUS 1/5-.
JUMBO BRICK WILL SE PERMITTED. DROP NLETS SHNL BE PROVIDED
WITH STEPS V-2' ON CENTER.
- STEPS TO BE IN ACCRDANCE WITH CITY R GREENTLLE STANDARD
NUMBER 25.12
- ALL HOODS TO BE STAMPED 'ROWS TO RN1W & 'NMP NO
WASTE]' STANDARD NUMBER 614.01.
-
ALL GRATES MUST BE IAAWMAFIVFACTURED IN USA' AND INDICATED
ON GRATE SIANGND NUMBER 614.01.
ALL CASTINGS SHALL BE COATED WITH COAL TAX PITCH VARNISH
WHITE HOT STANDARD NUMBER fi14.01.
JORDAN IRON TE
Z-40fi6 HOW, GATE & FRAME
T
qA M_
(AAP
"aY
EEN MILL RUN (IAEIIAYAY
(COG HAS NOT DETERMINED WIDTH)
\
*4� 5
Ras l � \
`\\
120
IT
DISTURBED AREA 1.2 ACRES
NOTE: THERE WILL BE NO LARGE STOCKPILES AT THIS SITE
ALL TOPSOIL & SPOIL FROM EXCAVATED AREAS SHALL BE
USED IN FILL SECTIONS AND U TR DRESS AREAS WHERE
STRUCTURAL IMPROVEMENTS WILL NOT BE PLACED.
REVISED: 10-05-18 (CITY R GREENVILLE COMMENIS)(NRW)
REVISED BUILDING '8' LOCATION & PARKING
ADDED PROPOSED CONTOURS
REVISED SPOT ELEVATIONS
itl le' D ]W 9C
4n.PIBt SONE: 1' � NI'
SHEET 3 OF 4
GRADING, PAVING, UTILITIES & EROSION CONTROL PLAN
24' CYPRESS BLUFFS PARKING LOT
REFERENCE:DEED BOOK 372, PAGE 171 OF THE
e' BRICK WALL PIR COUNTY REGISTER OF DEEDS
VARES IIDAAre/e, GREENVILLE, GREENVIIIE TOWNSHIP, PITT COUNTY. N.C.
2VP\DILss D �; OWNER: HAPPY TRAIL FARMS, LLC OWNER: JEFFREY C. DANIELS
PPE 3 _ ADDRESS: P.O. BOX 1863 ADDRESS:1202 TRAFALGAR ROAD
GREENVILLE, INC 27835 WINTTERVILLE, INC 28590
L°SSG- m PHONE: [phone] PHONE: [phone]
3'-10 390
B�BaldwinD�`lOT CEDhELE NC Z)SB 252736.11CFH DESIGNED: MWB APPROVED: MWB
STANDARD 2e CATCH BASIN Consultants PA DRAWN: NRW DATE: 09/04/19
(N.T.S.) DcHIEDIN0 - SR6Al'NG - PLYNRC
IM -0 FAST MUNGION BOULEVARD CHECKED: MWB SCALE: 1' 30'
1

i
CITY OF GREEN
WATTLE DETAIL AROUND II
Dano
BEEDINO AIA MULCHING:
The Mlle ._O all /erNizer, ell Ina rales M.mNullon woo, redllUx, and Ilmealac. -11 re ate.
beau. -os panx` on -pping dates, tlse Find of se. to b ucetl shall ce dek-1- AII new ere in
Pounds per ase.
All Roadway Areas
IN. l-AUSust?t 6eptemb.,l-FulPaq 21
SBR Tell F. we Tall Fescue
I. eempmo 1. Cutlpede
25TH BNmludaya.s(WAsd) 35p Bermudaprass (nulled)
50UN 5ons 'under
DOOM Lmnlan a Iy W Ll woo
Water elld Bormw..., I
MMN1-August It Sepambart-February ZS
TSB Sur.cue Tap SMI Fescue
35X BermWagrass phseFe) 35B eermudepmsa (hulletl)
50nY FMNllza so. Fertilizer
Not0N LImeabna ell -dams
Note: fi0Y M R.Nss asz may be w tauhd fm ether Ce,Wpede a Balmudagrass oMy upon E,tlneera removal
Ap.gmg Tell FeaaMCabyan
ZM MlllemiMn Chippm Focus Man IF -
Co d
-Coronado Go -11 Matador Rebel Enda Tdanium
BeoeFas CGYah Greenkeeper -do, GT Rser., Tomolar`
r .11 Davina Greyeue M111- R:abe seNeo Tzm
Bar.
artere Dynasty II.- Vo I" RemblerMl Trooper
Barthgtu DOTINM Justin Mrbo
-loo, R.- Tu
B1N,. Ouster Jagon3 -Ymde G. Scorybn UXimah
a1nUo Endeawr KAlelad Padre Sherry We AOog
Brew Enulau Nmlucky 31 Pealaa SON WdfFeek
Ceymu Falun 11, III, IVa V Key H1mk Picasso
sr -H111 FMNIIy KIK` How
Z_PI_soulhem Ctwiu 11
Cheselxeke Finesse 11 Lmi'. Pae Gdd slehon
CamltlN.o FirebiN Magtlen Piospa TarMN
CITY_OF GREENVII LE &,C.
EROSION CONTROL GUIDE a
On on end RII slopes 2:1 or sleeper Curt- shell be epplietl X a ale on5 p - per me all ad! 0V d
6ericee L-patlere from Jenury i-Demnber 21.
Feria rshell be 10.20-20 eneryals. Adige-Illoslyle-rueizermrybeusedproyld rel -2- sects
oVMe Me same emounlU enikodnalGAZOe
melMainetl and the nh ala inNon ed'ualed 10 d ulY%Is
Pq I a
ane as 1Xreeea.
ANN- seeded ald matched shall bets -win asphalt Crimpi,g d strew N1 Neu Mandel to MANN nM te
alMwed on aWe°h.
CRIMPING STRAW MULCH:
Comping - u requhad on Pmleaa.4aual to any section M maMey nixxa I- I. N, be merwe-a
atbwed daft cmerucliml. In arose wi1Hn eu IeM of XM edge d pavement, straw is b heapplk0 all Nen
enmped. Aflar Me crimping operatlan is umpMle, en etldBcul applintion W strewahM be eppked ell
immediatINY tacked w h a wau"t amass of, :0-emul- as wn
Shaw mukh shell he suffi- ImgM and 1-14 b wNh -Me mnlpst opeation.
Comping equipment i,gwa, Pmawr souma -1 be wMxN to ttM yp,a'M dee anti -1 W -S t Xe
c rot exued e•.
.- No— M noperbt-..I
OF
rh x -
silslla--,y�K
ii 419,
G "v
1. lgs a TrMsiLRBE An wa1sLY MD Arms a Naan- (A
ON NRraso mTmN mau IrcsronE° ro ns
axs Alm TxE satex HAc AttwM-smm ro 1 u
re STNIET DERar ne u mNG
Nore
>. TMIe v%rnc `vAN, ail om"Eu"RaRCE m[ as ourolxcl a°eA xAs
NEW STABILIZATION TIMEFRAMES
SIT_ MEA OFSCR2n=
STABILIZATION
TM1EFnaMF YCFPTIDNC
O-I.- SMB, sWNES, omHB.SLOPB
T MYS
NOK
�O NXm Duum' WATER plow) ZONE
Z DAK
NOK
SLOPES Sr®ER TARN ]:1
T MYS
IF Son- ARE 10' LBS M LFNmN AND ARE Nm
STEEPER TAW 2:1. 14 MYS ME Al1DWED.
sLOP6 3:1 OR MTTEIf
14 DAYS
T - FOR SLOPS ONFATEA 1HNL SO' IN LENOIH.
OALL OT KR MEAS - SLOPES MTIEP TARN 4:E
14 MK
NONE EXCEED FOR PEMMETERS AND IN)W --
i $
n i£
PROVIDE TURNING RADIUS SOPFICIENT TD ACOOIMDOATE LMOE
TRUCKS. T vi PDR-IIATION
sY CONGTRIICTION Vialotes.
3. NUSTL8E 1MINTAINED IN A CONDITION WHOA WILL Pr-
"ACOF NAND
OOiG mOPaIREasI�Ma OIII" THE ROMIIALS IX CEEaMr.
1 CLEANDOEUP IMMEDIATELY.
6- U)CATE VEL IONSTNIICTIMI 1-1 AT ALL POINTS OF
9. 1uYaP"iro LarAnox OFralpiR One �LENLMl i TO "GEE
AEO E"CMRas
I(sT 025
se
to
wFo'
e
ON 3
SIDES 1° �°
p,
_F_ APPROVED
g0"IamOREOT
i ytie T. BreIMFLAENO
-.Is IN A - TO PREVENT VENIC+cs
"-
yy
FROM BYPACO"SSIIG CONSS"TINIXTION ENTRANCE LEAVING PROJECT 9I'F.
9�
EL
On
MnR e
z S
CONCRETE WASHOUT FACBITES SHALL BE
REMOVED FROM THE SITE OF THE WORK
:O. ___y -ells Ne.
F Tors Fs IVT Dou-ne
t
MAmM Pssr anran 4 m.�
dD%i
,O,n
_
A.-
g.g
$
m
• IN. MIN. DEPT" /
\ V NOTE. PLACE PII T Tro 9EOTIOUILE BENEATH STDxE
€ a
Ig�
L]
1607.01
1607.01
1�
H' eIRE MFsx
:'So
ON 3
SIDES 1° �°
1. A CONCRETE WASHOUT SIGN SHAL'. BE
I
p ar A
If T
XL
• eo
© a
ED ED
O
EJ,
.0:
_ .'c.
MnR e
z S
CONCRETE WASHOUT FACBITES SHALL BE
REMOVED FROM THE SITE OF THE WORK
:O. ___y -ells Ne.
F Tors Fs IVT Dou-ne
-1 s
MAmM Pssr anran 4 m.�
dD%i
,O,n
T-
g.g
----- -
c®aTRa RFHEM H�x xpL
ens s':
II, omto.IN TA
nil
_
oataxu vwrs
MrEmqma
=TIMA-A _.__
Not
neallow
_ ...-__. _FMN Y -Y
MULTI -DIRECTIONAL FLOW SINGLE -DIRECTIONAL FLG7
MAMNICINIPINU:L rvrs
CONSTRUCTION ENTRANCE
MAINTMN THE GRAVEL PAD N A CONDITION TO PREVENT MUD OR SEDIMENT
FROM LEAVING THE CONSTRUCTION SIZE. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH 2 -INCH STONE AFTER EACH RAINFALL INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUSUC ROADWAYS.
SILT FENCE
INSPECT SEDIMENT FENCES AT HLL.
AST ONCE A WEEK AND AFTER EACH RAINFALL
ENSURE SEDIMENT FENCE IS STILL TOED IN AS PER DRAWINGS. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF SEDIMENT FENCE
COLLAPSE. TEAR. DECOMPOSE OR BECOME INEFFECTIVE. REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR WE NEM RAN AND TO REDUCE PRESSURE ON THE PENCE. TAKE
CARE TO AVON UNDERMING THE FENCE WRING CLEANOUT. REMOVE ALL
FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA
TO GRADE AND STABIUZE R AFTER THE CONTRIBUTING DRAINAGE MEA HAS
BEEN PROPERLY STABILIZED.
INLET PROTECTION - HARDWARE CLOTH AND GRAVEL INLET PROTECTION
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIRCANT (1/2 INCH OR
GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER
OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TME CME
NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL.
REPLACE STONE AS NEEDED.
ROCK RIP -RAP
INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS MAJOR RAINS, AND
MAKE REPAIRS PROMPTLY. GINE SPECIAL ATTENTION TO THE OU TET AND INLET
SECTIONS AND OTHER POINTS WHERE CONCENTRATED FLOW ENTER CAREFULLY
CHECK STABILITY AT ROAD CROSSINGS, AND LOOK FOR INDICATOR OF PIPING,
SCOURING HOLES. OR BANK FAILURES. MAKE REPAIRS IMMEDIATELY, MAINTAIN
ALL VEGETATION ADJACENT TO THE CHANNEL IN A HEALTHY, VIGOROUS
CONDmON TO PROTECT THE AREA FROM EROSION AND SCOUR WRING OUT OF
BANK FLOW.
GRADED AREAS
PERIODICALLY, CHECK ALL GRADED MEM AND THE SUPPORTING EROSION AND
SEDIMENTATION CONTROL PRACTICES, ESPECIALLY AFTER HEAVY RAINFALLS.
PROMPTLY REMOVE ALL SEDIMENT FROM DIVERSIONS AND OTHER
WATER-DISPOSPL PRACTICES. IF WASHOUTS OR BREAKS OCCUR. REPAIR THEM
IMMEDIATELY. PROMPT MAINTENANCE OF SMALL ERODED AREAS BEFORE THEY
BECOME SIGNIFICANT GULLIES . MEAS ME TO BE SEEDED AS PER NORTH
CAROUNA EROSION AND SEDIMENTARW NOTES AND SEEDING CRITERIA
DUST CONTROL
MAINTAIN ALL AND ANY DUST CONTROL MEASURES THROUGH DRY WEATHER
PERIODS UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED.
CONCRETE WASHOUT
OPERATING AND INSPECTING WASHOUT FACILITIES CONCRETE WASHOUT FACILITIES
SHOULD BE INSPECTED WEEKLY AND ESPECIALLY AFTER HEAVY RAINS TO CHECK
FOR LEAKS, IDENTIFY ANY PLASTIC LININGS AND SIDEWALLS HAVE BEEN DAMAGED
BY CONSTRUCTION ACIVUIES, MO DETERMINE WHETHER THEY NAVE BEEN
TILLED TO OVER 75 PERCENT CAPACITY. WHEN THE WASHOUT CONTAINER S
FILLED TO OVER 75 PERCENT OF ITS CAPACITY, DISCONTINUE POURING
CONCRETE IMO THE FACILITY UNTIL IT HAS BEEN CLEANED OUT. ALLOW SLURRY
TO EVAPORATE OR REMOVE FROM SITE IN A SAFE MANNER. ALL HARDENED
MATERIAL SHOULD BE REMOVED AND RECYCLED. DAMAGES TO THE CONTAINER
SHOULD BE REPAIRED PROMPTLY. BEFORE HEAVY RAINS. THE WASHOUT
CONTAINER'S LIQUID LEVEL SHOULD BE LOWERED OR THE CONTAINER SHOULD
BE COVERED TO AVOID AN OVERFLOW WRING THE RAN STORM. ANY
OVERFLOWING Of THE WASHOUT FACILITIES ONTO THE GROUND MUST BE
CLEANED AND REMOVED WITHIN 24 HOURS OF EVENT. REMOVE TEMPORARY
W F WHEN THEY ARE NO LONGER NEEDED AND
CONCRETE E DIST AC LNY
RESTORE TH DISTURBED MEAS TO THEIR ORIGINAL CONDITION OR M
ESTO E E D
PROPOSED ON THE PVN.
TEMPORARY VEGETATION
RESEED AND MULCH AREA WHERE SEEDUNG DAERGE14CE IS POOR, OR WHERE
EROSION OCCURS*
M SOON AS POSSIBLE DO NOT MOW. PROTECT FROM
TRAFFIC AS MUCH AS POSSIBLE,
ROCK DONUT INLET PROTECTION
INSPECT ROCK DOUGHNUT INLET PROTECTION AT LEAST WEEKLY AND AFTER
EACH SIGNIFICANT Qj- OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY
TO PROVIDE SATISFACTORY INLET PROTECTION EFFICIENCY, REMOVE SEDIMENT
FROM THE SEDIMENT POOL AREA WHEN THE VOLUME S DECREASED BY HALF.
INSTALL ATCATCH BASINS dt DROP INLETS IMMEDIATELY AFTER CONSTRUCTiON• THIS WILL HELP PROVIDE ADEQUATE STORAGE VOLUME FOR THE NPT RAIN.
STABILIZE EXCAVATED MATERIAL APPROPRIATELY.
TAKE DAMAGE R UNDERCUT THE STRUCTURE DURING SEDIMENT
LATH AND FlA000"
NOTES:
ON 3
SIDES 1° �°
1. A CONCRETE WASHOUT SIGN SHAL'. BE
INSTALLED WITHIN 30' OF THE TEMPORARY
CONCRETE WASHOUT FACIU Y.
© a
ED ED
O
EJ,
2. MATERIALS USm To CONSTRUCT TEMPORARY
CONCRETE WASHOUT FACBITES SHALL BE
REMOVED FROM THE SITE OF THE WORK
OBAO AND osPOsm OF OR RECYCLED.
3. HOLES, DEPRESSIONS OR OTHER ..No
©
O
DISNRBANCE I DO BY THE IENOVAL OF
THE TEMPOPARY CONCRETE WASHOUT
FACILITES SHALL BE RACKFlLLm, REPAIRED,
a
rl0 EDN PLASTICI
LMINC A
f•.
O`
AND STABIURm TO PREVENT E -GN.
A
1'x2' PLYWOOD N LETTERS
PNNIm WROTE a- HEIGNT
Q
swgeAc IAc
10 mil PLASTIC SCREWS
UNNC
sR! 3.5'x3.5-xe'
wpOp POST
BER
PLAN VIEW
x.Ts
SECTION A -A WASHOUT SIGN
Ars MTs.
TEMPORARY BELOW GRADE CONCRETE WASHOUT EC -4
MBE
NAx. MifNOUT ACRE
Ep K
STEEL POsr novo ac 12 1/z c.Gc uIMMUM
Vam1C OR ANNE 16
TOP AND BOT
S_ BE 10 GAGE MINIMUM
alouxD
MPE rENCE Flmp1 iAIMIC
STEEL FOSt
ialER -Tec ].�.
No-
CWPACIED nLL
1 r"RiIB"E AN sH- IlM"RyE A MINIMA). Of
. UNE WIRES ACTH 12' STAY SpA .
TITER FABRIC SHALL BE A MNMIM OF g•b-
2. ]S' M Wtm AND SHNL BE FASIFNFD r.
aUATLY TB THE WIRE AS oIRECIEO 'F'ILJ
BY NE ENGItA.R.
Posr SHNL E 5'-0' IN XEtm
]. , RE OF TIE SEIf-FASTENER ANGLE WIE%1ENSgN N. INTO ertxt
GPBMC AXO
TEMPORARY SILT FENCE DETAIL IEC -2J
PJK CME NOT TO 0
REMOVAL. REMOVE DEBRIS FROM THE INLET AND REPLACE STONE AS NEEDED.
IF THE INLET WAS COVERED WITH WIRE MESH THE MESH SHOULD BE CLEANED
OF DEBITS.
WHEN THE CONTRIBUTING DRAINAGE MEA HAS BEEN ADEQUATELY STABILIZED.
REMOVE ALL MATERIALS AND DISPOSE OF SEDIMENT PROPERLY. BRING THE
DISTURBED AREA TO THE GRADE OF THE DROP INLET. SMOOTH AND COMPACT
R AS NEEDED.
APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET WITH GROUND
COVER.
MULCHING
INSPECT ALL MULCHES PERIODICALLY. AND APTER RAINSTORMS TO CHECK FOR
RILL EROSION. DISLOCATION OR FAILURE. WHERE EROSION IS OBSERVED. APPLY
ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE GRADE. RESEED
AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY
ESTABLISHED.
WATTLE
INSPECT WATTLES AT ONCE A WEEK AND AFTER EACH SIGNIFICANT
RAINFALL Qi- OR GREATER).
MAKE ANY REPAIRS IMMEDIATELY.
SHOULD WATTLE COLLAPSE. TEM, DECOMPOSE, OR BECOME INEFFECTIVE.
REPLACE PROMPTLY.
REMOVE SEDIMENT DEPOSITS TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN EVENT WHEN SEDIMENT HAS ACCUMULATED TO Ya OF THE
WATTLE DIAMETER SIZE.
TAKE CME TO AVOID DAMAGING OR UNDERMINING THE WATTLE DURING
CLEANOUT.
SILT BAG
REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE AND
VICINITY OF THE UNH AFTER EACH SIGNIFICANT (%- OR GREATER) RAINFALL
EVENT.
REMOVE THE SEDIMENT THAT HAS ACCUMULATED WITHIN CONTAINMENT AREA
OF THE SILT BAG WHEN TRAPPED SEDIMENT HAS ACCUMULAlEO 1D SOX OF
THE BAG CAPACITY OR IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
IF USING OPnONAL OIL ABSORBENTS REMOVE AND REPLACE ABSORBENT
PILLOW WHEN AFAR SANITATION.
SEEDBED PREPARATION Sol .....ration -Ten soil m determine the exact requirements for lime and
Goad seedbed preparMion a essential to sucoessful plant establish c., A fertilize, Soil tors my beweducted by the Son,wil testing labarareputable
good seedbed is well-puN rid, Iaase, and uniform. Where hydmseeding --fill laboratory. Information on free soil tuning is available Bom the
methods are used, the surface may be k6 with a more 'ung -in surface of AS..Toto Division of the North Carolina Department o"AgricMmre or the
large clods end stmles. Agricultural Extension Service. Where sodding must be planned without soil
Liming-Applyb,,,accordingtosoiltesimc endadom.IfthepH(acidiry) mss the following soil amerldmevts may be mRlciene
ofthe .it is not kvown,.. appliesti°n ofEQ`diagric,hu,al limestone M the • Pulverized agricultural limestone at a we of2 toodatte(100 lb/1,0(10
ram of 1 m 1 1/2 Too wre an cosrse-testa soils and 2-3 tons/ame on five- it)
ue
mznd soils is umaly sufficient Applylimenone uniformly snd inecrpomte . Fertilirer NO a rete of 1,000 Ib/acre (2516J1,000 flm) of 10.10-]0 in fell
into the top 4-6 inchu of soil. S1115 With a pH of 6 or higher vent not be 5-10-10 in sprivg,
cmea.
Equivahmt romism may be pplicd with other fenilau formulations. Thu,
appFerlilI IOgrede fertilizer at 700.7,000IHese application rata an sal leets. Whev these ere net prusible, areetsdo ents should be spread evenly over the area, and incorporated Low the
pplye 1410-bhore. Both fertilizerand lime top 4-8 inchu of s°it by disking, harrowing, m other ef=fiw means. If
should be incorporated two the top 4-6 inches ofsoil. If, hydraulic seeder is topsoil is applied, follow specification. given lo Precut. 6.04, 7oprollmg.
coed do or mix sad and fertilizer more than 30 minute
s before eppticelion.
Surface roughening -If recrnt tillage operations have resulted in a loose Prior m Iayivg sod, Our the ..it .-face of trash, debris, roots, br°nchu,
surface, additional roughening may not be required, except m break up large stoves, and clads larger den Z inches in diameter. Fill m level low spots m
clods. It raMtbll causes the s -face m become sealed or cros(ed, loosen it order m avoid standing WNW Rake or be- the site to achieve a smooth
t t edin b disking, ersd level final grade.
jus prior o ne g y soup. n 1. be oon, or other su tsed, mesons.
Groove or harrow slopes neper sen 3:1 on the contour before seeding Complete wil preparation by rolling or enhipacking To From One soil. Avoid
(Practice 6.03, SN7 ee Roughening). sing heavy equipment on the "res, particularly when the sail is wet, as this
may came excun- wropectimn, end make it difficult for the sod to take
mat.
NPDES INSPECTION REQUIREMENTS
MINIMUM SELF INSPECTION AND REPORTING REQUIREMENTS ARE AS FOLLOWS UNLESS OTHERWISE APPROVED IN WRITING BY THE
DMSION OF WATER QUALITY.
1. A RAIN GAUGE SHALL BE MAINTAINED IN GOOD WORKING ORDER ON THE SITE UNLESS ANOTHER RAIN -MONITORING DEVICE HAS
BEEN APPROVED BY THE DIVISION OF WATER QUALITY.
2. A "MEN RECORD OF THE DAILY RAINFALL AMOUNTS SHALL BE RETAINED AND ALL RECORDS SHALL BE MADE AVAILABLE TO
DIVISION OF WATER QUALITY OR AUTHORIZED AGENT UPON REQUEST. IF NO DAILY RAN GAUGE OBSERVATIONS ARE MADE DURING
WEEKEND OR HOUDAY PERIODS. AND NO INDIVIDUAL -DAY RAINFALL
INFORMATION IS AVAILABLE THE CUMULATIVE RAIN MEASUREMENT FOR THOSE UN -ATTENDED DAYS WILL DETERMINE IF A SUE
INSPECTION 15 NEEDED. (NOTE IF NO RAINFALL OCCURRED. THE PERMITTEE MUST RECORD -ZERO-).
3. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED TO ENSURE THAT THEY ARE OPERATING CORRECTLY.
INSPECTION RECORDS MUST BE MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH MEASURE. AT A MINIMUM, INSPECTION
OF MEASURES MUST OCCUR AT WE FREQUENCY INDICATED BELOW:
°. ALL EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED BY OR UNDER THE DIRECTION OF THE PERMITTEE
AT LEAST ONCE EVERY SEVEN CALENDAR DAYS, AND
b. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED BY OR UNDER THE DIRECTION OF THE PERMITTEE
WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.50 INCHES OF RAIN PER 24 HOUR PERIOD.
4. ONCE LAND DISTURBANCE WAS BEGUN ON THE SITE, STORMWATER RUNOFF DISCHARGE OUTFALLS SHALL BE INSPECTED BY
OBSERVATION FOR EROSION, SEDIMENTATION AND OTHER STORMWATER DISCHARGE
CHARACTERISTICS SUCH AS CLARIFY. FLOATING SOLIDS, AND OIL SHEENS. INSPECTIONS OF THE OUTFALLS SHALL BE MME AT
LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.50 INCHES
OF RAIN PER 24 HOUR PERIOD.
5. INSPECTIONS ME ONLY REQUIRED TO BE MADE DURING NORMAL BUSINESS HOURS. WHEN ADVERSE WEATHER CONDITIONS
WOULD CAUSE THE SAFETY OF THE INSPECTION PERSONNEL TO BE IN JEOPARDY, THE INSPECTION CAN BE DELAYED UNTIL R IS
DEEMED SAFE TO PERFORM THESE DARES. (TIMES WHEN INSPECTIONS WERE DELAYED BECAUSE OF SAFETY ISSUES SHOULD BE
NOTED IN WE INSPECTION RECORD.) IF THE INSPECTION CANNOT BE DONE ON THAT DAY, IT MUST BE COMPLETED ON THE
FOLLOWING BUSINESS DAY.
S. TWENTY-FOUR HOUR REPORTING FOR VISIBLE SEDIMENT DEPOS91ON
a. THE PERMITTEE SHViL REPORT TO THE DIVISION OF WATER QUALITY CENTRAL OFFICE OR THE APPROPRIATE REGIONAL OFFICE
ANY VISIBLE SEDIMENT BEING DEPOSITED IN ANY STREAM OR WETLAND OR ANY NONCOMPLIANCE WHICH MAY ENDANGER HEALTH
OR THE ENVIRONMENT. (SEE SECTION VIII OF THIS PERMIT FOR CONTACT INFORMATION.) ANY INFORMATION SHALL BE PROVIDED
ORALLY OR ELECTRONICALLY WITHIN 24 HOURS FROM THE TIME THE PERMITTEE BECAME AWME OF THE CIRCUMSTANCES.
b. A WRITTEN SUBMISSION SRALL BE PROVIDED TO THE APPROPRIATE REGIONAL OFFICE OF THE DIVISION OF WATER QUALITY
WITHIN 5 DAYS OF THE TME THE PERMITTEE BECOMES AWME OF TIRE CIRCUMSTANCES. THE WRITTEN SUBMISSION SHALL
CONTAIN A DESCRIPTION OF THE SEDIMENT DEPOSITION AND ACTIONS TAKEN TO ADDRESS THE CAUSE OF THE DEPOSITION.
THE DIVISION OF WATER QUALITY STAFF MAY WANE THE REQUIREMENT FOR A WRITTEN REPORT ON A CASE-BY-CASE BASIS.
7. RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS 30 DAYS SHALL REMAIN ON THE SITE AND AVAILABLE FOR AGENCY
INSPECTORS AT ALL TIMES WRING NORMAL WORKING HOURS, UNLESS THE DIVISION OF WATER QUALITY PROVIDES A
SITE-SPECIFIC EXEMPTION BASED ON UNIQUE SITE CONDITIONS THAT MAKE THIS REQUIREMENT NOT PRACTICAL OLDER RECORDS
MUST BE MAINTAINED FOR A PERIOD OF THREE YEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE UPON REQUEST. THE
RECORDS MUST PROVIDE THE DETAILS OF EACH INSPECTION INCLUDING OBSERVATIONS, MO ACTIONS TAKEN IN ACCORDANCE
WITH THIS PERMIT. THE PERMIFTEE SHALL. RECORD THE REQUIRED RAINFALL AND MONITORING OBSERVATIONS ON THE INSPECTION
RECORD FORM PROVIDED BY THE DIVISION OR A SIMILAR INSPECTION FORM THAT S INCLUSIVE OF ALL OF THE ELEMENTS
CONTAINED IN THE DIVISION'S FORM. USE OF ELECTRONICALLY-AVNIABLE RECORDS. IN LIEU OF THE REQUIRED PAPER COPIES
FOR INSPECTION WILL BE ALLOWED IF SHOWN TO PROVIDE EQUAL ACCESS AND UTILITY M THE HMD -COPY RECORDS.
a. INSPECTION RECORDS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING:
A A MINIMUM: 1 IDENTIFICATION OF THE MEASURES
PENSPE RECORDS MUST INCLUDE T M N
v. CONTROL MEASURE INSPECTIONS: RIS )
INSPECTED, 2) MATE AND TIME OF THE NG INSPECTION. 3) NAME OF WE PERSON PERFORMING THE INSPECTION, 4) INDICATION OF
WHETHER THE MEASURES WERE OPERATING PROPERLY. N AS
LAS OF MAINTENANCE NEEDS FOR THE MEASURE, 6)
CORRECTIVE ACTIONS TAKEN (7) GATE OF ACTIONS TAKEN, M WELL AS THE DATE AND AMOUNTS OF RAINFALL RECEIVED.
b. STORMWATER DISCHARGE INSPECTIONS: INSPECTION RECORDS MUST INCLUDE AT A MINIMUM: 1) IDENTIFICATION OF THE
DISCHARGE OUTFALL 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) ACTIONS TAKEN TO CORRECT/PREVENT
SEDIMENTATION AND 7) DATE OF ACTIONS TAKEN.
c. VISIBLE SEDIMENTATION FOUND OUTSIDE THE SITE UNITS: INSPECTION RECORDS MUST INCLUDE:
i)AN EXPLANATION AS TO THE ACTIONS TAKEN TO CONTROL FUTURE RELEASES. 2) ACTIONS TAKEN TO CLEAN UP OR STABILIZE
THE SEDIMENT THAT HAS LEFT THE SITE LIMNS AND 3) THE DATE OF ACTIONS TAKEN.
d. VISIBLE SEDIMENTATION FOUND IN STREPMS OR WETLANDS: All INSPECTIONS SHOULD INCLUDE EVALUATION OF STREAMS OR
WETLANDS ONSITE OR OFFSITE (WHERE ACCESSIBLE) TO DETERMINE IF VISIBLE SEDIMENTATION HAS OCCURRED.
9. VISIBLE STREAM TURBIDITY - IF THE DISCHARGE FROM A SITE RESULTS IN AN INCREASE IN VISIBLE STREAM TURBIDITY.
INSPECTIO RECORDS MUST RECORD THAT EVIDENCE AND ACTIONS TAKEN TO REDUCE SEDIMENT CONTRIBUTONS. STIES
N TH
TO PERFORM TO STREAMS NAMED ON THE STATE'S OR AP LIST IO IMPAIRED FSTRING NT M RELATED CAUSES MAY IF REWIRED
TO PERFORM ADDITIONAL MONITORING, GQUIREMENTS E NEEDED
TON OF MORE -STRINGENT MANAGEMENT PRACTICES IFR 15
DETERMINED THAT THE MOTIONAL DISCHARGE
ME NEEDED TO ASSURE COMPLIANCE WITH THE FEDERAL OR STATE
IMPAIRED -WATERS CONDITIONS, IF A OISCHMGE COVERED BY THIS PERMIT ENTERS A STREAM SEGMENT THAT S LISTED ON THE
IMPAIRED SEAM AW) ST FOR SEDIMENT -RELATED CAUSES, AND A TOTPL MAXIMUM ONLY LOAD (THAS BEEN PREPARED FOROR
THOSE POLLUTANTS, THE PERM MUST AND
ME MEASURES UI ENSURE THAT TI1E DISCHARGE OF POLLUTANTS FROM THE
SITE 5 CONSISTENT WITH THE ASSUMP110N5 AND MEETS THE REOUIREMENLI OF THE APPROVED DYED TMDL WE oMSION OF WATER
QUALITY 303(0) LST CAN BE FOUND AMHIM
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
Seeding mixture
Species Rate (Iblacfe)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangress may be
substituted at a rate of 50 Wool
Seeding dates
Mountains -May 15 -Aug. 15
Pledmont-May 1 -Aug. 15
Coastal Plain -Apr, 15 - Aug. 15
Soil amendments
Follow recommendations of soil tests m apply 2,000 Iblaers ground
agricultural limestone and 750 Ib/ase 10-10-10 fertilizer
Mulch
Apply 4,000lb/acre straw. Anchor strawby tacking With asphalt, netting,
m a mulch anchoring tool. Artist, ca
with blades set nearly straight n be
used as a mulch anchoring tool.
Maintenance
Refertilize if gmwlh Is not fully adequate. Reseed, refertili a and mulch
Immediately following erosion or other damage.
TEMPORARY SEEDING RECOMMENDATIONS
FOR LATE WINTER AND EARLY SPRING
Seeding mixture
Species Rate (Ibfaere)
Rye (grain) 120
Annual lespedem (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains -Above 2500 feet: Feb. 15 - May 15
13e1ow 25M feet: Feb. I- May 1
Piedmont -Jan. 1 - May 1
Coastal Plairy--Dec. 1 -Apr, 15
Sell amendmerrts
Follow recommendations of soil tests or apply 2,000 Ib/acre ground
agdculhaTl limestone and 7501b/acre 10-1410 feNlizer.
Mulch
Apply4,000 lb/acre straw. Anchorstraw by tacking with asphalt, nailing,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilme if growth is not fully adequate. Reseed, refer0lize and mulch
Immediately following eroslon or other damage.
Seedlings mixture
Speces Rale (Ib/acn)
Rye (grain) 120
Seeding dates
Mountains -Aug. 15 - Dec 15
Coastal Plain and Piedmont -Aug. 15 - Dec. 30
Sol amendments
Follow soil tests or apply 2,000 Iblacre ground agricollural limestone
and 1.000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,00016/acre strew. Anchor straw by tacking with asphalt, netting,
or a mulch anchorin tool. A disk with blades set nes straight can be
9 RY 9
used as a multi anchoring tool.
Maintenance
Repair and refertLiza damaged areas immediately. Topdress with 50
Ib/acre of nitrogen In March. If it is necessary to extent temporary
cover beyond June 15 overseed with 50 Ib/acre Kobe (Piedmont and
Coastal Plaln) a Korean (Mounfalns) fesped-a In late February or
early March.
SHEET 4 OF 4
EROSION CONTROL DETAILS Ile NOTES

LMG
LAND MANAGEMENT GROUP
a DAVEY. company
TO: Mr. Raleigh Bland
US Army Corps of Engineers
2407 West Fifth Street
Washington, NC 27889
ICOURTES�
copy
November 14, 2018
RE: Cypress Bluffs Apartments; Pitt County, NC
NWP 29 Application
Dear Raleigh:
2 0 1 8 1 6 00
oc�c�c�ad�
D
NOV 2 0 2018
D EQ -WATER RE OURCES
401 & BUFFER PERMITTING
Enclosed is a NWP 18 application for your review. It is submitted on behalf of Happy Trail Farms
for the construction of an apartment complex located off of Tenth Street in Greenville, NC (Pitt
County). Impacts to 0.097 acre of wetlands are needed in order to construct the buildings and
parking. Because impacts are less than 0.1 acre, no mitigation is proposed.
Enclosed are the PCN form, site maps, and site plan. Note that Gary Beecher approved the
wetland line in the field back in December of 2017, but a JD has not yet been issued. Please let
me know if you have any questions or need additional information in order to issue the NWP.
Thank you for your assistance with this project.
Sincerely,
Kim Williams
Environmental Scientist
Encl.
cc: Mr. Jeffrey Daniels, Happy Trail Farms
Mr. Mike Baldwin, Baldwin Design Consultants
Mr. Paul Wojoski, NC DWR
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403