20200817 Ver 1_401 Application_20200619

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned * Version#*
20200817 1
Is a payment required for this project?*
r No payment required What amout is owed?*
r Fee received IT $240.00
r Fee needed - send electronic notification r $570.00
Reviewing Office * Select Project Reviewer*
Washington Regional Office - [phone] Robert Tankard:eads\rbtankard
Information for Initial Review
1a. Name of project:
Farrington Trace Apartments
1a. Who is the Primary Contact?*
Tristan Williams
1b. Primary Contact Email:*
[e-mail]
Date Submitted
6/19/2020
Nearest Body of Water
Meeting House Branch
Basin
Tar -Pamlico
Water Classification
28-97-1
Site Coordinates
Latitude:
35.570792
A. Processing Information
County (or Counties) where the project is located:
Pitt
Is this a NCDMS Project
r Yes r No
Longitude:
-77.346075
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1c. Primary Contact Phone:*
[phone]
U
1b. What type(s) of permits) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
r 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
29 - Residential Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
P Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
R Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Farrington Trace, LLC
2b. Deed book and page no.:
BK. 3897 PG. 152-154
2c. Responsible party:
Dustin Mills
2d.Address
Street Address
2217 Stantonsburg Road
Address Line 2
city
Greenville
Postal / Zip Qde
27834
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rwince / Ifgion
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No
4. Agent/Consultant (if applicable)

4a. Name:
Scott T. Anderson, P.E.
4b. Business Name:
Ark Consulting Group, PLLC
4c.Address
Street Address
2755-B Charles Blvd.
Address Line 2
City
Greenville
Postal / Zip Code
27858
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Executed Agent Authorization 6-19-2020.pdf
State / Province / Region
NC
Country
USA
4e. Fax Number:
[phone]
282.06KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
ff appropriate)
Farrington Trace
1c. Nearest municipality/ town:
Greenville
2. Project Identification
2a. Property Identification Number:
86052
2c. Project Address
Street Address
2345 E. Firetower Road
Address Line 2
City
Greenville
Postal / Zip Code
27858
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Meeting House Branch
3b. Water Resources Classification of nearest receiving water:*
28-97-1
3c. What river basin(s) is your project located in?*
Tar -Pamlico
2b. Property size:
6.923
State / Province / Region
NC
Country
USA
3d. Please provide the 12-digit HUC in which the project is located.
030201030605
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The existing condition of the site is cultivated field on the southern portion of the site and forest land on the northern portion of the property along Meeting House Branch. The general
land use in the vicinity is agricultural (row crops) to the south and west of the site and single family detached residential homes to the east.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Exhibit - Quad & Soils-Quad.pdf 894.33KB

4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Soils Map.pdf 500.78KB
4f. List the total estimated acreage of all existing wetlands on the property:
0.13 Ac
4g. List the total estimated linear feet of all existing streams on the property:
636 LF
4h. Explain the purpose of the proposed project:*
The proposed project is a new multi -family residential development that will provide 80 units for low and medium income families and is financed by the North Carolina Housing Finance
Agency. Twenty-five percent (25%) of qualified low income units will be affordable to and occupied by households with incomes at or below forty percent (40%) of area median income.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project includes the construction of four new multi -family residential buildings and a new clubhouse along with associated parking lot, utility and storm drainage improvements. The
site development will include the fill of approArnately 0.03 acres of wetlands and approAmately 801f of intermittent stream for the cosntruction of the rear parking and drive to allowfor
site circulation and installation of a stormwater management pond to meet local stormwater requirements. Also included is an impact to the tar -Pamlico riparian buffer for the installation
of new sanitary sewer main to tie into an wasting sanitary sewer manhole. Convential earth moving equipment will be used for the construction of the project.
4j. Please upload project drawings for the proposed project.
Farrington-Impacts-Exhibit.pdf 1.3MB
D-1203 - Site Plan - Farrington Trace-1 Cover.pdf 1.1 MB
D-1203 - Site Plan - Farrington Trace-6 Grading.pdf 2.03MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No
Comments:
Delineation for North of Firetower Road on 3/31/20
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r Approved r Not Verified r Unknown f N/A
Corps AID Number:
SAW-2020-00876
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Stuart Bryan
Agency/Consultant Company: Environmental Services, Inc., ATerracon Company
Other:
r Unknown
5d. List the dates of the Corp jurisdiction determination or State determination its determination was made bythe Corps or DWR
In process
5d1. Jurisdictional determination upload
AerialV2 (003).pdf 1.49MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
R Wetlands W Streams -tributaries
f— Open Waters W Pond Construction
2. Wetland Impacts
W Buffers
!a. Site #* (?) 2a1 Reason M 2b. Impact type * M 2c. Type of W. 2d. W. name * 2e. Forested* 2f. Type of 2g. Impact
Jurisdicition*M area*
�f
Fill P Bottomland Hardwood Forest WA Yes Corps 0.030
(acres)

2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.030
2h. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.030
❑ 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact * 3d. S. name * 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
Rear Drive Aisle Permanent Fill SB Intermittent Corps 2 80
S1 P
Average (feet) (linearfeet)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
31. Total temporary stream impacts:
80
0
3i. Total stream and ditch impacts:
80
3j. Comments:
Stream B (NCDWR 18-1611) was determined to not be subject to the Tar-Pamilco buffer rules
on December 6, 2018.
5. Pond or Lake Construction
5a. Pond ID number 5b. Proposed use or purpose of
5c. Wetland
5d. Stream
pond
impacts
impacts (feet)
(acres)
Flooded Filled
Excavated Flooded Filled Excavated
P1 Stormwater
0.003
0.007
P2
5f. Total: 0.003 0.007
5g. Comments:
Proposed pond designed to meet local stormwater requirements for nutrient reduction and peak flowattenuation and permitted by City of Greenville
5h. Is a dam high hazard permit required?
r Yes r No
If yes, permit ID no:
Si. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
0.15
3.05
5k. Method of construction:
An earth fill embankment will be placed along the northern end of the pond and the pond will be
excavated approxately 10 feet. Pond will have a precast concrete outlet structure with low flow
orifice and overflow weir.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
r Neuse
V Tar -Pamlico
r Catawba
r Randleman
r Goose Creek
r Jordan Lake
r Other
5e. Upland
(acres)
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
Utility Installation (San. Sewer)
P
SAb
hlo
1,457
g00
6h. Total buffer impacts:

Zone 1
Zone 2
Total Temporary impacts:
0.00
0.00
Zone 1
Zone 2
Total Permanent impacts:
1,457.00
900.00
Zone 1
Zone 2
Total combined buffer impacts:
1,457.00
900.00
61. Comments:
The existing tie-in manhole is located on the project side of the stream, therefore crossing of the stream is not required.
Supporting Documentation
Farrington -Impacts -Exhibit. pdf
D-1203 - Site Plan - Farrington Trace-5 Utility.pdf
D-1203 - Site Plan - Farrington Trace-5.2 SAN-SEW PNP.pdf
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1.3MB
2.22MB
1.56MB
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The site was desinged to concentrate the development in the upland portion of the property and maximize the separation from Meeting House Branch
in order to minimize the impacts to the ebsting streams and wetlands. The area of fill in the ebsting wetlands and streams has been minimized to the
mabmum extent practical and is necessary for the construction of drive aisle to allow for circulation of emergency vehicles around the site.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The proposed fill slopes have been designed to minimze the proposed impacts. In addtion erosion control measures have been designed to minimize
the potentional for sediment to migrate into the wetlands. Temporary construction fencing will also be utilitized to protect the wetland and buffer areas
and prevent construction equipment from unnecessary clearing or access to the wetland area.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The Impacts are below thresholds for requiment of Compensatory Mitgation.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
9 Other SCM that removes minimum 30 % nitrogen
r Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
D-1203 - Site Plan - Farrington Trace-C-8.0 Stormwater.pdf 1.08MB
2020-01-31 Farrington SW Narrative_certified.pdf 752.78KB
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
r N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:

V Local Government r State
Local Government Stormwater Programs
r Phase II W NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
City of Greenville
Comments:
The stormwater management plan for the proposed development has been submitted to the City of Greenville for approval.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes f• No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
This project is infill development and additional development is not anticipated.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor WA
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
The proposed development will generate wastewater to be accepted and treated by Greenville Utilities existing sewer system.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
Se. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'
r Yes r No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
hftps://fws.maps.arcgis.corfhome/vvebmap/viewer.html?webmap=9d8de5e265ad4fe09893ct75b8dbfb77
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*

r Yes
r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
https:/Nmw. habitat. noaa.gov/protection/efh/efhmapper/
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes
r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC Historic Preservation Office's HPOWEB 2.0
https://nc. maps.arcgis.corrapps/vvebappviewer/index html?id=79ea671 ebdcG45639f0860257d5f5ed7
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Floodmap Service Center
Miscellaneous
Comments
Organizational Chart for Farrington Trace, LLC attached
Miscellaneous attachments not previously requested.
Farrington Trace Organizational Chart (002).pdf
Signature
*
17 By checking the box and signing below, I certify that:
50.6KB
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Scott T. Anderson
Signature
Date
6/19/2020

CD\K CONSULTING
GROUP, PLLC
AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION: Farrington Trace
LOT N0. 3 PLAN NO. MB 85, Pq 82 PARCEL ID: 86052
STREET ADDRESS: 2345 E Firetower Road, Greenvi
Owner Information:
Name: Farrington Trace, LLC
Address: PO Box 566
Greenville, NC 27835
Telephone Number: 252-916-2691
E-mail Address: [e-mail]
NC 27858
The undersigned, registered property owners of the above noted property, do hereby authorize
Scott T. Anderson, PE
(Contractor /Agent)
of Ark Consulting Group, PLLC
(Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature
Date: (0019. 2 o

PLACE USGS IMAGE HERE
(CONVERT PDF TO IMAGEProject Mgr.:
Drawn By:
Checked By:
Project No.:
Scale:
Date:
AS SHOWN
Engineers & Planners
2755-B Charles Blvd. | Greenville, NC 27858
NC License: P-1199 EXHIBIT
A-1
SITE LOCATION PLAN
Feet
1:12000
200010000500
STA
KLG
STA
19045
11/15/19
Fire Tower Road
Greenville, Pitt County, North Carolina
FARRINGTON TRACE
Site
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CLOSET 2
COVERED
PORCHSHELFWDWHDWREF.COAT CLOHVACPD04D05D06D02D07D01D03W1W2D06D08D09W1D05D04SEE ENLARGED KITCHEN PLANDETAIL 1/A6.2.1SEE ENLARGEDBATHROOMDETAIL 1/A6.2.2SEE ENLARGEDBATHROOMDETAIL 4/A6.2.1LAUNDRYCLOSET 2COVEREDPORCHSHELFWDWHDWREF.D05AD01D04D04D04D05D06D02D05AD07D03D06D08D09W1W1W2W2SEE ENLARGED KITCHEN PLANDETAIL 1/A6.2.1SEE ENLARGEDBATHROOMDETAIL 1/A6.2.2SHELFSEE ENLARGED BATHROOMDETAIL 4/A6.2.1CLOSET 2CLOSET 3HVACLAUNDRYCOATCLOSETCOVEREDPORCHLINE OF FLOOR
ABOVE
SEE MECH.
DWGS FOR
LOCATION
OF AC UNITS
CONCRETE WALK
5'-0" WIDE (MIN)
SPRINKLER CLOSET
1B
2BR - FHA
1A
2BR - FHA
1C
2BR - FHA
1D
2BR - FHA
1F
2BR - ANSI/MOB
1E
2BR - FHA
1G
3BR - FHA
1H
3BR - ANSI
SPRINKLER CLOSET
LINE OF FLOOR
ABOVE
CONCRETE WALK
5'-0" WIDE (MIN)
SPRINKLER CLOSET
SPRINKLER CLOSET
FLUSH
FLUSH
BATH 2
KITCHEN
DINING
BEDROOM 1
COVERED
PORCH
LIVING
BATH 2 KITCHENDINING
BEDROOM 1 COVERED
PORCH
LIVING
BEDROOM 2
BATH 2KITCHEN
DINING
BEDROOM 1COVERED
PORCH
LIVING
BEDROOM 2
BATH 2
KITCHEN
DINING
BEDROOM 1COVERED
PORCH
LIVING
BEDROOM 2
BATH 2
KITCHEN
DINING
BEDROOM 1
COVERED
PORCH
LIVING
BEDROOM 2
BATH 2 KITCHENDINING
BEDROOM 1 COVERED
PORCH
LIVING
BATH 2KITCHEN
DINING
BEDROOM 1COVERED
PORCH
LIVING
BEDROOM 2
BATH 2
KITCHEN
DINING
BEDROOM 1COVERED
PORCH
LIVING
BREEZEWAY
UP
BREEZEWAY
UP
4
4
3
4
4
3
3
3
BEDROOM 2
BEDROOM 2
BEDROOM 3
BEDROOM 3
BEDROOM 2
WDWHDWCLOSET 3CLOSET 2COVEREDPORCHHVACSEE ENLARGED KITCHEN PLANDETAIL 2/A6.2.1SEE ENLARGEDBATHROOM PLANDETAIL 2/A6.2.2D04D04D04D05D06D02D05AD05AD07D01D03W1W1W2W2D06D08D09SEE ENLARGED BATHROOM PLANDETAIL 3/A6.2.1SHELFWDWH
DW
D04
D04D05
D06
D02
D07
D03
W1
W1
W2
D06
D08
D05
D09
D01
SEE ENLARGED KITCHEN PLAN
DETAIL 2/A6.2.1
SEE ENLARGEDBATHROOM PLANDETAIL 3/A6.2.1
SEE ENLARGEDBATHROOM PLANDETAIL 3/A6.2.2SHELF LAUNDRY
CLOSET 2
COATCLOSET
COVEREDPORCH
HVAC
WDWH
DW
REF.
D04D05
D06 D02
D07
D01
D03
W1
W2
D06
D08
D09
W2
W1
D05
D04
COATCLOSET
HVAC
LAUNDRY
CLOSET 2
SHELFSEE ENLARGED KITCHEN PLAN
DETAIL 1/A6.2.1
SEE ENLARGED
BATHROOM
DETAIL 1/A6.2.2
SEE ENLARGED
BATHROOM
DETAIL 4/A6.2.1
COVEREDPORCHWDWH
DW
REF.
D04D05
D06
D02
D07
D01
D03
W1
W2
D06
D08
D09
W2
W1
D05
D04
COATCLOSET
HVAC
LAUNDRY
CLOSET 2 SHELFSEE ENLARGED KITCHEN PLANDETAIL 1/A6.2.1SEE ENLARGEDBATHROOMDETAIL 1/A6.2.2
SEE ENLARGEDBATHROOMDETAIL 4/A6.2.1 COVEREDPORCH
WWWWWWWWW W W W W
ESMTESMTESMTESMTESMTESMTESMT ESMT ESMT ESMT
ESMT
E
SMT
ESM
T
ESMT
ESMT
ESMT
ESMTESMTESMTESMTESMTESMTESMTESMTF
FFWSSSSSSSSSSSSSSSSSSSSSS18183
6
ESMTESMTESMTESMTESMTESMTESMTIPS ON LINE
TO OTHERS ENCROACHES
CHAIN LINK FENCE
S 2° 31' 16" E
675.88'MEETING HOUSE BRANCH10' BUFFERYARD 'C'
FFE = 68.00
FFE = 69.33
FFE = 70.67
FFE = 70.67
FFE = 68.00
FFE = 69.33
COMMON
RECREATION
AREA
(9,000 S.F.)
PROPOSED 80
'

S
A
N
.

S
E
W
E
R
AND GREENW
A
Y

E
A
S
E
M
E
N
T
686.06' TOTAL
50' RIPARIAN BUFFER0+00
1+00
2+003+004+00 BUILDING C
(16 UNITS)
(2-STORY)
BUILDING B
(24 UNITS)
(3-STORY)N 81° 02' 34" E78.36'N 84° 13' 25" E49.69'N 82° 48' 50" E97.83'N 86° 34' 06" E54.69'N 81° 23' 03" E65.80'10.18'
56
.81
'
N
59
°24'
4
2
"
E
70'201'STORMWATER MAINTENANCEEASEMENT1BR - ANSI/MOB
2BR - ANSI/MOB
3BR - ANSI
10' ELECEASEMENT10' BUFFERYARD 'C'JOHN MARVIN TAFT
PARCEL # 09010
ZONED R6
MEETING PLACE
Lot 15 Parcel # 48634
M.B. 38, PG. 136
ZONED R6S
15'15'11x17
0 50'25'50'
1 inch = ft50SCALE
SHEETSCALE
1" = 30'
DATE
06/19/2020
2755-B Charles Blvd
Greenville, NC 27858
252.558.0888
NC License: P-1199w w w . a r k c o n s u l t i n g g r o u p . c o m
ENGINEERS & PLANNERS
City of Greenville, Pitt County, North Carolina
FIRETOWER ROAD
FARRINGTON TRACE
IMPACT EXHIBIT
6/19/20 1 OF 1
Vicinity Map
SITE
SCALE: 1" = 1000'
IMPACTS
PERMANENT STREAM IMPACT
PERMANENT 404 WETLANDS IMPACT
S1 - 80 L.F.
(GRADING FILL)
(GRADING FILL & STORMWATER POND)
Impacts Legend
PERMANENT BUFFER ZONE 1 IMPACTS B1 - 1,457 S.F.
(CLEARING & UTILITY INSTALLATION)
PERMANENT BUFFER ZONE 2 IMPACTS B2 - 900 S.F.
(CLEARING & UTILITY INSTALLATION)
(CLEARED FOR FUTURE MAINTENANCE)
W1 - 1,300 S.F.
(0.030 AC)
WETLAND
AREA (WA)
STREAM (SB)
STREAM (SAa)
STREAM
(SAb)
B1
B2
W1
S1 STORMWATER
POND
WDWH
DW
REF.
COAT CLO
HVAC
P
D04D05
D06
D02
D07
D01
D03
W1
W2
D06
D08
D09
W1
D05
D04
SEE ENLARGED KITCHEN PLAN
DETAIL 1/A6.2.1SEE ENLARGEDBATHROOMDETAIL 1/A6.2.2
SEE ENLARGEDBATHROOMDETAIL 4/A6.2.1
LAUNDRY
CLOSET 2
COVEREDPORCH
SHELFWDWHDWREF.COAT CLOHVACPD04D05D06D02D07D01D03W1W2D06D08D09W1D05D04SEE ENLARGED KITCHEN PLANDETAIL 1/A6.2.1SEE ENLARGEDBATHROOMDETAIL 1/A6.2.2SEE ENLARGEDBATHROOMDETAIL 4/A6.2.1LAUNDRYCLOSET 2COVEREDPORCHSHELFREF.D05CLOSET 2LINE OF FLOORABOVESEE MECH.DWGS FORLOCATIONOF AC UNITSCONCRETE WALK5'-0" WIDE (MIN)SPRINKLER CLOSET1H1BR - FHA1D2BR - FHA1E2BR - FHA1A1BR - ANSI/MOBSPRINKLER CLOSETLINE OF FLOORABOVECONCRETE WALK5'-0" WIDE (MIN)SPRINKLER CLOSETSPRINKLER CLOSETFLUSHFLUSHBATH 2KITCHENDININGBATH 2KITCHENDININGBEDROOM 1COVEREDPORCHLIVINGBATH 2KITCHENDININGBEDROOM 2BATH 2KITCHENDININGBEDROOM 1COVEREDPORCHLIVINGBATH 2BEDROOM 2BATH 2KITCHENDININGBEDROOM 1COVEREDPORCHLIVINGBATH 2KITCHENDININGBEDROOM 1COVEREDPORCHLIVINGBREEZEWAYUPBREEZEWAYUP443443REF.
D05
SEE ENLARGED KITCHEN PLAN
DETAIL 1/A6.2.1
CLOSET 2
DLAUNDRYSEE ENLARGED KITCHEN PLANDETAIL 2/A6.2.1SEE ENLARGEDBATHROOMWDWHDWCOVEREDPORCHD04D05AD02D07D03W1W2D08D09D01W1D06SEE ENLARGED KITCHEN PLANDETAIL 2/A6.2.1COATCLOSETSHELFSEE ENLARGEDBATHROOMPLANDETAIL 3/A6.2.2LAUNDRYHVACWDWH
DW
REF.
SEE ENLARGEDBATHROOM PLANDETAIL 1/A6.2.2
COVEREDPORCH
HVAC
LAUNDRY
COATCLOSET
SEE ENLARGED KITCHEN PLAN
DETAIL 1/A6.2.1
D04D05A
D02
D07
D01
D03
W1
W2
D06
D08
D09W1
2B
2A
TYP
REF.WDWH
DW
REF.
D05A
D01
D04
D04
D04D05
D06
D02
D05A
D07
D03
D06
D08
D09
W1
W1
W2
W2
SEE ENLARGED KITCHEN PLAN
DETAIL 1/A6.2.1SEE ENLARGEDBATHROOMDETAIL 1/A6.2.2SHELFSEE ENLARGED BATHROOMDETAIL 4/A6.2.1
CLOSET 2
CLOSET 3
HVAC
LAUNDRY
COATCLOSET
COVERED
PORCH
WDDW
REF.
D05A
D07
W2
SEE ENLARGED KITCHEN PLAN
DETAIL 1/A6.2.1
SEE ENLARGED
BATHROOM
DETAIL 1/A6.2.2
SHELFCLOSET 2
LAUNDRY COAT
CLOSETSEE MECH.DWGS FORLOCATIONOF AC UNITSCONCRETE WALK5'-0" WIDE (MIN)SPRINKLER CLOSET1H3BR - FHABATH 2KITCHENDININGBEDROOM 2BATH 2KITCHENDININGBEDROOM 1COVEREDPORCHLIVING4BEDROOM 3BEDROOM 2LINE OF FLOOR
ABOVE
1B
2BR - FHA
1A
2BR - FHA
SPRINKLER CLOSET
FLUSH
BATH 2
KITCHEN
DINING
BEDROOM 1
COVERED
PORCH
LIVING
BATH 2 KITCHENDINING
BEDROOM 1 COVERED
PORCH
LIVING
BREEZEWAY
UP
4
3
3
BEDROOM 2
BEDROOM 2 WDWH
DW
REF.
D04D05
D06 D02
D07
D01
D03
W1
W2
D06
D08
D09
W2
W1
D05
D04
COAT
CLOSET
HVAC
LAUNDRY
CLOSET 2
SHELFSEE ENLARGED KITCHEN PLAN
DETAIL 1/A6.2.1
SEE ENLARGED
BATHROOMDETAIL 1/A6.2.2
SEE ENLARGED
BATHROOM
DETAIL 4/A6.2.1
COVEREDPORCHWDWH
DW
REF.
D04D05
D06
D02
D07
D01
D03
W1
W2
D06
D08
D09
W2
W1
D05
D04
COATCLOSET
HVAC
LAUNDRY
CLOSET 2 SHELFSEE ENLARGED KITCHEN PLAN
DETAIL 1/A6.2.1SEE ENLARGEDBATHROOMDETAIL 1/A6.2.2
SEE ENLARGED
BATHROOMDETAIL 4/A6.2.1 COVEREDPORCH
WDWH
DW
D04
D04
D05
D06
D02
D07
D03
W1
W1
W2
W2
D06
D08
D05
D09
D01SHELFSEE ENLARGED
BATHROOM PLAN
DETAIL 2/A6.2.2
SEE ENLARGED KITCHEN PLAN
DETAIL 2/A6.2.1
COATCLOSET
HVAC
LAUNDRY
CLOSET2
SEE ENLARGED
BATHROOM PLAN
DETAIL 3/A6.2.1
COVEREDPORCHWDWHDWREF.COAT CLOHVACPD04D05D06D02D07D01D03W1W2D06D08D09W1D05D04SEE ENLARGED KITCHEN PLANDETAIL 1/A6.2.1SEE ENLARGEDBATHROOMDETAIL 1/A6.2.2SEE ENLARGEDBATHROOMDETAIL 4/A6.2.1LAUNDRYCLOSET 2COVEREDPORCHSHELFWDWH
DW
REF.
COAT CLO
HVAC
P
D04D05
D06
D02
D07
D01
D03
W1
W2
D06
D08
D09
W1
D05
D04
SEE ENLARGED KITCHEN PLAN
DETAIL 1/A6.2.1
SEE ENLARGED
BATHROOM
DETAIL 1/A6.2.2
SEE ENLARGED
BATHROOM
DETAIL 4/A6.2.1
LAUNDRY
CLOSET 2
COVERED
PORCHSHELFWDWHDWREF.COAT CLOHVACPD04D05D06D02D07D01D03W1W2D06D08D09W1D05D04SEE ENLARGED KITCHEN PLANDETAIL 1/A6.2.1SEE ENLARGEDBATHROOMDETAIL 1/A6.2.2SEE ENLARGEDBATHROOMDETAIL 4/A6.2.1LAUNDRYCLOSET 2COVEREDPORCHSHELFWDWHDWREF.D05AD01D04D04D04D05D06D02D05AD07D03D06D08D09W1W1W2W2SEE ENLARGED KITCHEN PLANDETAIL 1/A6.2.1SEE ENLARGEDBATHROOMDETAIL 1/A6.2.2SHELFSEE ENLARGED BATHROOMDETAIL 4/A6.2.1CLOSET 2CLOSET 3HVACLAUNDRYCOATCLOSETCOVEREDPORCHLINE OF FLOOR
ABOVE
SEE MECH.
DWGS FOR
LOCATION
OF AC UNITS
CONCRETE WALK
5'-0" WIDE (MIN)
SPRINKLER CLOSET
1B
2BR - FHA
1A
2BR - FHA
1C
2BR - FHA
1D
2BR - FHA
1F
2BR - ANSI/MOB
1E
2BR - FHA
1G
3BR - FHA
1H
3BR - ANSI
SPRINKLER CLOSET
LINE OF FLOOR
ABOVE
CONCRETE WALK
5'-0" WIDE (MIN)
SPRINKLER CLOSET
SPRINKLER CLOSET
FLUSH
FLUSH
BATH 2
KITCHEN
DINING
BEDROOM 1
COVERED
PORCH
LIVING
BATH 2 KITCHENDINING
BEDROOM 1 COVERED
PORCH
LIVING
BEDROOM 2
BATH 2KITCHEN
DINING
BEDROOM 1COVERED
PORCH
LIVING
BEDROOM 2
BATH 2
KITCHEN
DINING
BEDROOM 1COVERED
PORCH
LIVING
BEDROOM 2
BATH 2
KITCHEN
DINING
BEDROOM 1
COVERED
PORCH
LIVING
BEDROOM 2
BATH 2 KITCHENDINING
BEDROOM 1 COVERED
PORCH
LIVING
BATH 2KITCHEN
DINING
BEDROOM 1COVERED
PORCH
LIVING
BEDROOM 2
BATH 2
KITCHEN
DINING
BEDROOM 1COVERED
PORCH
LIVING
BREEZEWAY
UP
BREEZEWAY
UP
4
4
3
4
4
3
3
3
BEDROOM 2
BEDROOM 2
BEDROOM 3
BEDROOM 3
BEDROOM 2
WDWHDWCLOSET 3CLOSET 2COVEREDPORCHHVACSEE ENLARGED KITCHEN PLANDETAIL 2/A6.2.1SEE ENLARGEDBATHROOM PLANDETAIL 2/A6.2.2D04D04D04D05D06D02D05AD05AD07D01D03W1W1W2W2D06D08D09SEE ENLARGED BATHROOM PLANDETAIL 3/A6.2.1SHELFWDWH
DW
D04
D04D05
D06
D02
D07
D03
W1
W1
W2
D06
D08
D05
D09
D01
SEE ENLARGED KITCHEN PLAN
DETAIL 2/A6.2.1
SEE ENLARGEDBATHROOM PLANDETAIL 3/A6.2.1
SEE ENLARGEDBATHROOM PLANDETAIL 3/A6.2.2SHELF LAUNDRY
CLOSET 2
COATCLOSET
COVEREDPORCH
HVAC
WDWH
DW
REF.
D04D05
D06 D02
D07
D01
D03
W1
W2
D06
D08
D09
W2
W1
D05
D04
COATCLOSET
HVAC
LAUNDRY
CLOSET 2
SHELFSEE ENLARGED KITCHEN PLAN
DETAIL 1/A6.2.1
SEE ENLARGED
BATHROOM
DETAIL 1/A6.2.2
SEE ENLARGED
BATHROOM
DETAIL 4/A6.2.1
COVEREDPORCHWDWH
DW
REF.
D04D05
D06
D02
D07
D01
D03
W1
W2
D06
D08
D09
W2
W1
D05
D04
COATCLOSET
HVAC
LAUNDRY
CLOSET 2 SHELFSEE ENLARGED KITCHEN PLANDETAIL 1/A6.2.1SEE ENLARGEDBATHROOMDETAIL 1/A6.2.2
SEE ENLARGEDBATHROOMDETAIL 4/A6.2.1 COVEREDPORCH
WWWWWWWWW W W W W
ESMTESMTESMTESMTESMTESMTESMT ESMT ESMT ESMT
ESMT
E
SMT
ESM
T
ESMT
ESMT
ESMT
ESMTESMTESMTESMTESMTESMTESMTESMTF
FFWSSSSSSSSSSSSSSSSSSSSSS18183
6
ESMTESMTESMTESMTESMTESMTESMTIPS ON LINE
TO OTHERS ENCROACHES
CHAIN LINK FENCE
S 2° 31' 16" E
675.88'MEETING HOUSE BRANCH10' BUFFERYARD 'C'
FFE = 68.00
FFE = 69.33
FFE = 70.67
FFE = 70.67
FFE = 68.00
FFE = 69.33
COMMON
RECREATION
AREA
(9,000 S.F.)
PROPOSED 80
'

S
A
N
.

S
E
W
E
R
AND GREENW
A
Y

E
A
S
E
M
E
N
T
686.06' TOTAL
50' RIPARIAN BUFFER0+00
1+00
2+003+004+00 BUILDING C
(16 UNITS)
(2-STORY)
BUILDING B
(24 UNITS)
(3-STORY)N 81° 02' 34" E78.36'N 84° 13' 25" E49.69'N 82° 48' 50" E97.83'N 86° 34' 06" E54.69'N 81° 23' 03" E65.80'10.18'
56
.81
'
N
59
°24'
4
2
"
E
70'201'STORMWATER MAINTENANCEEASEMENT1BR - ANSI/MOB
2BR - ANSI/MOB
3BR - ANSI
10' ELECEASEMENT10' BUFFERYARD 'C'JOHN MARVIN TAFT
PARCEL # 09010
ZONED R6
MEETING PLACE
Lot 15 Parcel # 48634
M.B. 38, PG. 136
ZONED R6S
15'15'11x17
0 50'25'50'
1 inch = ft50SCALE
SHEETSCALE
1" = 30'
DATE
06/19/2020
2755-B Charles Blvd
Greenville, NC 27858
252.558.0888
NC License: P-1199w w w . a r k c o n s u l t i n g g r o u p . c o m
ENGINEERS & PLANNERS
City of Greenville, Pitt County, North Carolina
FIRETOWER ROAD
FARRINGTON TRACE
IMPACT EXHIBIT
6/19/20 1 OF 1
Vicinity Map
SITE
SCALE: 1" = 1000'
IMPACTS
PERMANENT STREAM IMPACT
PERMANENT 404 WETLANDS IMPACT
S1 - 80 L.F.
(GRADING FILL)
(GRADING FILL & STORMWATER POND)
Impacts Legend
PERMANENT BUFFER ZONE 1 IMPACTS B1 - 1,457 S.F.
(CLEARING & UTILITY INSTALLATION)
PERMANENT BUFFER ZONE 2 IMPACTS B2 - 900 S.F.
(CLEARING & UTILITY INSTALLATION)
(CLEARED FOR FUTURE MAINTENANCE)
W1 - 1,300 S.F.
(0.030 AC)
WETLAND
AREA (WA)
STREAM (SB)
STREAM (SAa)
STREAM
(SAb)
B1
B2
W1
S1 STORMWATER
POND
C l e e r eCt
SouthridgeDrKittrell RdFire Tower RdCleereC tMe
etin
g
Pl
WA
SAb
SB
SAa
Po ten tia l Wetland s an d W aters of the US
Pitt C ounty, North Carolina
Farrington Trace
E
0 200100
Feet
Project Study Area
Poten tial Wetland Waters of the US
Poten tial Non-Wetland Waters of the US (Stream)
HL207069
June 2020
KT/SB
Figure:
Project:
Date:
Drwn/Chkd:
3
C:\Users\cetalavera\O neDrive - Terracon Consultants Inc\Desktop\QC\HL207069_farrington\Maps\Aerial.mxd Date: 6/12/2020 10:57:56 AM
Source: Latest High-Resolution NC Statewide Orthoimagery, NC OneMap Server;Project Study Area approximated by ESI based on Pitt County Parcel Data.
Location and extent is approximate.
Pamlico River Basin
Disclaimer: The information depicted in this file is for informational purposes only and was notprepared for and is not suitable for legal or engineering purposes. This information presented is notfor regulatory review and is intended for use only by a Professional Land Surveyor prior to regulatoryreview.
Farrington Trace, LLC Taft-Mills Group, LLC (Future Investor Fund) Member 99.99% Farrington Trace MM, LLC Managing Member 0.01% Farrington Trace, LLC Tax Payer/Borrower Thomas F. Taft, Jr. Member/Manager 39.99.5% Jonathan Gudmund Taft Member/Manager 39.99.5% Dustin T. Mills Member/Manager 20.00% Thomas F. Taft, Sr. Member/Manager 0.01% Taft-Mills Group, LLC Sole Member and Manager 100%
ZON
ING

L
INE PROPOSED
100
'
THOROUGH
FARE PROPOSED
100
'
THOROUGH
FARE
N 4° 01' 37" W
630.20'
S 2° 31' 16" E
675.88'
14.36'
MEETI
N
G
P
L
A
C
E
CLIFTON LLOYD BROCK, JR., TRUSTEE
THE KITTRELL IRREVOCABLE TRUST
D.B. 3051, PG. 312-314
PARCEL # 13105
ZONED OR
BERNICE BOYD LEE
D.B. Q-52, PG. 459
PARCEL # 27890
ZONED RA20
CLIFTON LLOYD BROCK, JR., TRUSTEE
THE KITTRELL IRREVOCABLE TRUST
D.B. 3051, PG. 312-314
PARCEL # 13105
ZONED CG
BOBBY W. JOYNER
D.B. D-42, PG. 755
PARCEL # 12782
ZONED RA20
LONGSTONE INVESTMENTS,
LLC D.B. 3271, PG. 397-399
PARCEL # 39397
ZONED RA20
RONALD C. BONHAM
D.B. 961, PG. 785
PARCEL # 39398
ZONED RA20
PARCEL #
48628PARCEL #
48629
PARCEL #
48630
PARCEL #
48631
PARCEL #
48632
PARCEL #
48633
PARCEL #
48634
PARCEL #
48627
PARCEL #
48626
PARCEL #
48625
PARCEL #
48624
PARCEL #
48623
PARCEL #
48622
PARCEL #
48621
PARCEL #
48620
COMMON
RECREATION
AREA
(9,000 S.F.)JOHN MARVIN TAFTPARCEL # 09010ZONED R6S 2° 31' 16" E686.06' TOTAL
N 4° 01' 37" W
647.11' TOTAL
449.96'
35.66'667.17'
EIP(CONTROL POINT)
NO PT.
48" PINE
ON CORNER
EIP ON
LINE
16.90'
MEETING PLACE
M.B. 38, PG. 136
ZONED R6S
N 666321.57
E 2492065.64
N 666035.59
E 2491639.87
EIPC(CONTROL POINT)S 81° 43' 58" E79.98'N 81° 02' 34" E78.36'N 84° 13' 25" E49.69'N 82° 48' 50" E97.83'N 86° 34' 06" E54.69'N 81° 23' 03" E65.80'10.18'56.81
'
N
59
°24' 42
"
E
PROPOSED STORMWATER
MANAGEMENT AREA
3BR - ANSI/MOB
2BR - ANSI
1BR - ANSI/MOB
2BR - ANSI
2BR - ANSI/MOB
3BR - ANSI 2BR - ANSI
2BR - ANSI/MOB
General Notes:
Owner
SHEET INDEX
1.CITY OF GREENVILLE DRIVEWAY PERMIT APPROVAL IS REQUIRED.
2.ANY UNUSED DRIVEWAY MUST BE CLOSED IN ACCORDANCE WITH THE CITY
OF GREENVILLE'S DRIVEWAY ORDINANCE.
3.CONTACT MUST NOTIFY NORTH CAROLINA ONE-CALL CENTER, INC. (NC
ONE-CALL) AT 811 AT LEAST 72 HOURS PRIOR TO THE START OF EXCAVATION
OR TRENCHING TO TO HAVE ALL UNDERGROUND UTILITIES LOCATED .
4.ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF
GREENVILLE MANUAL OF STANDARD DESIGNS AND DETAILS (MSDD) AND
THE GREENVILLE UTILITIES MANUAL FOR THE DESIGN AND CONSTRUCTION
OF WATER AND WASTEWATER SYSTEM EXTENSIONS.
5.CONTRACTOR SHALL NOTIFY PUBLIC WORKS, STREET MAINTENANCE
DIVISION 48 HOURS PRIOR TO MAKING CONNECTIONS TO EXISTING STORM
DRAINS LOCATED WITHIN PUBLIC STORM DRAINAGE EASEMENTS OR
RIGHT-OF-WAY.
6.THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. THIS
PROPERTY IS LOCATED IN ZONE X, AREA DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE FLOOD PLAIN), AS SHOWN ON FLOOD INSURANCE
RATE MAP NUMBER 3720469600J, EFFECTIVE JANUARY 1, 2004.
7.LANE CLOSURES ON THOROUGHFARE ROADS ARE ONLY PERMITTED
BETWEEN THE HOURS OF 9:00AM AND 4:00PM, MONDAY THROUGH FRIDAY,
UNLESS OTHERWISE PERMITTED BY THE TRAFFIC ENGINEER. IN ADDITION,
THERE WILL BE NO LANE CLOSURES ON HOLIDAYS INCLUDING THE DAY
BEFORE OR AFTER SAID HOLIDAY. A TRAFFIC CONTROL PLAN PREPARED IN
ACCORDANCE WITH THE NCDOT MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES IS REQUIRED FOR ALL LANE CLOSURES AND MUST BE APPROVED BY
THE TRAFFIC ENGINEER.
8.ELECTRIC AND TELEPHONE UTILITIES SHALL BE INSTALLED UNDERGROUND.
9.PAVEMENT SECTIONS ARE AS INDICATED ON PLAN SHEET C-9.3.
10.PROVIDE ALL NECESSARY SIGNAGE FOR HANDICAP PARKING.
11.PARKING LOT SHALL BE STRIPED IN ACCORDANCE WITH PLAN.
12.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS.
13.REFER TO M.E.P. PLANS FOR COORDINATION OF BUILDING UTILITY SERVICES.
14.CONTRACTOR SHALL STOCKPILE TOPSOIL FOR USE IN LANDSCAPE AREAS.
15.STORMWATER MANAGEMENT PLAN APPROVAL IS REQUIRED FOR THIS SITE.
16.THIS PROJECT DISTURBS MORE THAN 1 ACRE. EROSION CONTROL PLAN
APPROVAL IS REQUIRED.
17.REFUSE COLLECTION SHALL BE PROVIDED BY THE CITY OF GREENVILLE.
18.ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
19.SITE SHALL MEET ALL RELATED ACCESSIBILITY CODE REQUIREMENTS.
BOBBY W. JOYNER
2345 E. FIRETOWER RD
GREENVILLE, NC 27858
PHONE: [phone]
Sheet No. C-1.0 Cover
Sheet No. C-2.0 Notes
Sheet No. C-3.0 Erosion Control Plan
Sheet No. C-3.1 Erosion Control (Farrington Dr)
Sheet No. C-4.0 Site Layout Plan
Sheet No. C-4.1 Site Layout Plan (Farington Dr.)
Sheet No. C-5.0 Utilities Plan
Sheet No. C-5.1 Utilities Plan (Farrington Dr.)
Sheet No. C-5.2 Sanitary Sewer Plan & Profile
Sheet No. C-5.3 Sanitary Sewer Plan & Profile
Sheet No. C-6.0 - 6.1 Grading & Drainage Plan
Sheet No. C-6.2 Road Construction (Farrington Dr.)
Sheet No. C-6.2A Storm Drainage Profiles
Sheet No. C-6.3 Road Widening Plan
Sheet No. C-7.0 Landscaping Plan
Sheet No. C-8.0 Stormwater Details
Sheet No. C-9.0 - 9.7 Details
Survey 1 Sheet
(Gary S. Miller & Associates)City or Greenville, Pitt County, North CarolinaDate:
REVISIONS:FIRETOWER ROAD1-31-2020COMMENTSDATE3/6/2020REVISED PER CITY OF GREENVILLE COMMENTSDrawn By:NC License: P-1199Checked By:
Project Manager:
Project Number:
Drawing Number:
19045
D-1203
STA
EW
STAFARRINGTON TRACE1#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSIORLTRH
F
N
TTSOCERNPOO EDRT.NA
I ENG E RNSON
A
OISSE
SEAL28425
A
LN
AC3/9/2020REVISED SITE GRADES24/17/2020REVISED PER GUC COMMENTS34/22/2020REVISED STORM DRAINAGE45/4/2020REVISED PER CITY OF GREENVILLE COMMENTS55/21/2020REVISED MH 5 & MH 6 LOCATIONS65/27/2020REVISED WATER MAIN SIZING76/19/2020REVISED WETLAND AREAS8SITE PLANVicinity Map
SITE
SCALE: 1" = 1000'
0 60'30'60'
1 inch = ft60SCALE
C-1.0
Survey Note:
BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED
BY GARY S. MILLER, AS SHOWN ON DRAWING ENTITLED BOUNDARY AND
TOPOGRAPHIC SURVEY FOR FARRINGTON TRACE, DATED DECEMBER 10, 2019,
ATTACHED TO THIS DRAWING SET FOR REFERENCE.
Know what's below.
before you dig.Call
R
1-800-632-4949
City of Greenville Site Plan Approval
Date ______________
Approved
Zoning
Surveyor/Floodplain
Fire/Rescue
GUC water/sewer
NCDOT
Traffic Services
Approved as Noted _____________________
Engineering
Inspections
GUC electric
GUC gas
Vegetation
Notes
*Site plan approval ONLY. Engineer/Architect/Surveyor shall be responsible
for adequacy of design, errors or omissions in the plans. All plans shall meet
all specifications, standards and applicable regulations.
FARRINGTON TRACE APARTMENTS
E. FIRETOWER ROAD
GREENVILLE, NORTH CAROLINA
Parking Requirements:
PARKING REQUIRED: (CODE SECTION 9-4-148)
1.5 SPACES PER 1 BEDROOM UNIT
2 SPACES PER 2 & 3 BEDROOM UNIT +
1 SPACE PER 10 DWELLING UNITS
12 - 1 BEDROOM UNITS X 1.5 SPACES = 18 SPACES
52 - 2 BEDROOM UNITS X 2 SPACES =104 SPACES
16 - 3 BEDROOM UNITS X 2 SPACES =32 SPACES
80 DWELLING UNITS / 10 8 SPACES
TOTAL REQUIRED PARKING:162 SPACES
REQUIRED HANDICAP PARKING:6 SPACES
PARKING PROVIDED:
TOTAL PARKING SPACES:162 SPACES
(INCLUDES 11 H/C SPACES)
Site Data
TOTAL ACREAGE IN SITE: 6.923± AC.
TAX MAP NUMBER:4696
TAX PARCEL NUMBER:PORTION OF 12782
CURRENT ZONING: OR
LAND USE CLASSIFICATION:2 - MULTIFAMILY RESIDENTIAL
ACREAGE IN COMMON AREA:N/A
OPEN SPACE:206,130 SF - 63%
ACREAGE IN RECREATION AREA REQUIRED:100 SF / DWELLING UNIT = 8,000 SF
ACREAGE IN RECREATION AREA PROVIDED:9,000 SF PROVIDED
TOTAL NUMBER OF UNITS / BEDROOMS:80 UNITS / 148 BEDROOMS
12 - 1 BR UNITS
52 - 2 BR UNITS
16 - 3 BR UNITS
GROSS FLOOR AREA: 106,913 S.F
BUILDING LOT COVERAGE:0% EXIST., 13.8% PROPOSED
BUILDING HEIGHT IN FT. & STORIES:2-STORY (24') & 3-STORY (34')
TOTAL NO. OF PARKING SPACES REQUIRED:162 SPACES (INCL. 6 HC)
TOTAL NO. OF PROPOSED PARKING SPACES:162 SPACES (INCL. 11 HC)
TOTAL SQ. FEET OF EXIST. IMPERVIOUS AREA:0 SF
TOTAL SQ. FEET OF PROP. IMPERVIOUS AREA:137,359 SF (3.153 AC.) - 42.0%
IMPERVIOUS AREA FOR PARKING:59,719 SF (1.371 AC.) - 19.8%
DISTURBED ACREAGE:8.0 AC.
REFERENCE: MB 85, PG. 82
Developer
TAFT MILLS GROUP
PO BOX 566
GREENVILLE, NC 27835
PHONE: [phone]
FARRINGTON DRIVE
LANCASHIRE DRIVEE. F
IRETOWER
ROAD
LODLODLODLOD LODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
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REF.D05A
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D04
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D04D05
D06
D02
D05A
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D03
D06
D08
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W1
W1
W2
W2 150.50 SF176.163 SF144.161 SF61.50 SFAPPROX. MAIL CENTERWDWDWHCOVERED PATIO W/SEATINGREAR PORCHSIDE PORCHFOLDING TABLEWDWDLOCK LOCKLOCKLOCKLOCKLOCK LOCK LOCK
LOCKLOCK LOCKLOCK LOCKLOCK LOCKLOCK
LOCK
LOC
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D04
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W1
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D06
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REF.
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D04
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D04
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D06
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D04
D04D05
D06
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REF.
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D04
48324840244818183
6
IPS ON LINE
TO OTHERS ENCROACHESCHAIN LINK FENCE
WOOD FENCE TO OTHERSALONG PROPERTY LINE
ENCROACHES
TO OTHERSWOOD FENCE
CHAIN LINK FENCE
TO OTHERS
ALONG PROPERTY LINEWOOD FENCE TO OTHERS
N 4° 01' 37" W
630.20'
S 2° 31' 16" E
675.88'MEETING HOUSE BRANCH14.36'
FFE = 68.00 FFE = 69.33 FFE = 70.67 FFE = 72.00
FFE = 70.67 FFE = 72.00FFE = 68.00 FFE = 69.33
CLIFTON LLOYD BROCK, JR., TRUSTEE
THE KITTRELL IRREVOCABLE TRUST
D.B. 3051, PG. 312-314
PARCEL # 13105
ZONED OR
PARCEL #
48628PARCEL #
48629
PARCEL #
48630
PARCEL #
48631
PARCEL #
48632
PARCEL #
48633PARCEL #
48634
PARCEL #
48627
PARCEL #
48626
PARCEL #
48625
JOHN MARVIN TAFTPARCEL # 09010ZONED R6686.06' TOTAL
647.11' TOTAL50' RIPARIAN BUFFER BUILDING A
(24 UNITS)
(3-STORY)
BUILDING C
(16 UNITS)
(2-STORY)
BUILDING D
(16 UNITS)
(2-STORY) COMMUNITYBUILDING(1-STORY) BUILDING B
(24 UNITS)
(3-STORY)
BC/TC
67.34
TC
67.44
BC/TC
67.34
BC/TC
67.61
TC
68.00
BC
67.16BC
67.04
BC
67.02
TC
68.40
TC
68.52
TC/TA
68.48
TC/TA
68.51
TC
68.77TC
68.77
BC/TC
68.95
BC/TC
68.77
BC/TC
70.28
BC/TC
71.00
BC/TC
70.13
BC
68.45
BC
68.30
BC
68.27
BC
68.23
BC
70.01
BC
69.91
BC
69.85
BC
69.85
TC
71.30
TC
71.21
TC/TA
70.77
TC/TA
70.75
TC
71.30TC
71.40TC
71.44
TC
71.98
TC
70.65
TC
70.11
TC
68.77
TC
69.32
TC
67.44
TC
67.99
TA
67.89
TA
67.90
TA
70.93
TA
70.69
BC
70.47
BC
70.88
TC/TA
70.52
BC/TC
70.49
BC/TC
70.32
BC/TC
70.39
TC
70.44
TC
70.04
TC
69.97
TC
69.45
TC
69.37
TC
71.10TC
67.85
TC
67.80
TC
70.34
TC
71.10
TC
67.95
TC
67.77 TC
67.84
TC/TA
67.29 TC/TA
67.78
TC
68.00
BC/TC
67.46
BC/TC
67.58
BC
67.77
BC
67.77
BC/TC
67.74
BC
67.00
BC
65.86
BC
65.85
BC
65.90
BC
65.90
BC
66.00
BC
66.09
BC
66.08
BC
66.22
BC
65.90
BC
65.90
BC
65.86
BC
65.86
BC
66.09 BC
66.00
BC
66.09
BC
66.22
BC/TC
67.34
TC
67.44
TC
67.44 TC
68.77
TC
68.77
TC
68.77 TC
68.77
TC
67.98
TC
67.44
BC/TC
67.34
BC/TC
67.63
BC/TC
69.32
BC/TC
69.41
BC/TC
70.68
BC/TC
70.83
BC/TC
71.00
BC
67.09
BC
67.06
BC
67.12
BC
67.24
BC
68.41 BC
68.46
BC
68.61
BC
69.96
BC
69.96
BC
70.02
BC
70.12
TA
68.03
TA
68.36
TC
68.78
TC
68.40
TC
68.48 TC
69.09
TC
68.77
TC
70.11
TC
70.11
TC
70.65
TC
71.97
TC
71.44
TC
71.44
TC
71.34
TC
71.24
TC/TA
70.79
TC/TA
70.81
TC
71.35
TA
70.65
TA
70.89
TC
71.10
BC
67.13
BC
67.35
BC
67.38
TC
67.95
TC
67.53
TC
67.25 TC
67.92
TC
68.25
TC
68.15
TC
67.29
TC/TA
67.78
TC/TA
67.54
BC/TC
68.03
BC/TC
68.18
BC
66.83
TC
69.83
TC
69.91
TC
70.02
TC
70.02
TC
70.14
TC
71.09
TC
70.69
TC
71.10
TC
70.82
TC
70.82
TC
70.79
TC
70.75
TC
70.75
TC
70.67
TC
70.66
TC/BC
70.83
BC/TC
69.95 BC/TC
69.95TC/TA
69.40
BC
70.72 BC
70.83
BC
70.29
BC
69.37
BC
70.10
BC
70.17
BC
70.24
BC
69.66
FFE=71.10TC
70.29
30" RCP @ 0.70%
36" RCP @ 0.32%36" RCP @ 0.30%15" RCP @ 1.72%
36" RCP @ 0.50%
18" RCP @ 0.50%18" RCP @ 0.50%15" RCP @ 1.00%
15" RCP @ 1.00%
15" RCP @ 1.00%
15" RCP @ 1.00%18" RCP@ 0.50%18" RCP@ 0.50%CB-10
RIM:69.66
INV. OUT:65.86
CB-11
RIM:69.37
INV. IN:65.52
INV. OUT:65.52
DI-13
RIM:66.23
INV. IN:60.90
INV. OUT:60.90DI-14
RIM:65.53
INV. IN:60.22
INV. OUT:60.22
JB-15
RIM:64.33
INV. IN:59.50
INV. IN:59.50
INV. OUT:59.50
FES-16
36" FES
INV. OUT:59.45
CB-23
RIM:65.77
INV. OUT:62.39
CB-21
RIM:67.59
INV. OUT:62.24
CB-24
RIM:66.96
INV. IN:61.37
INV. IN:61.37
INV. OUT:61.12 CB-25
RIM:67.57
INV. OUT:62.27
CB-20
RIM:66.96
INV. IN:61.37
INV. IN:61.37
INV. OUT:61.12
CB-19
RIM:65.77
INV. OUT:62.37
FES-26
18" FES
INV. IN:61.00
FES-22
18" FES
INV. IN:61.00
BC
67.23 BC
67.31
TA
69.47
TA
69.67
TA
69.95
TA
69.92
NO PT.
48" PINE
ON CORNER
16.90'205.01'456.79' (TOTAL)N 87° 28' 45" E251.78'S 81° 43' 58" E79.98'N 81° 02' 34" E78.36'N 84° 13' 25" E49.69'N 82° 48' 50" E97.83'N 86° 34' 06" E54.69'N 81° 23' 03" E65.80'10.18'56.81
'
N
59
°24' 42
"
E
6' THICK RIP-RAP APRON WITH 6' ENTRY
WIDTH, 12' EXIT WIDTH, AND 24' LENGTH
INSTALL ROCK
CHECK DAM IN
EXISTING DITCH
PRIOR TO
DEMOLITION
BC
68.49
BC
66.84 BC
66.10
POND OUTLET
RIM:64.10
INV. OUT:61.00
City or Greenville, Pitt County, North CarolinaDate:
REVISIONS:FIRETOWER ROAD1-31-2020COMMENTSDATE3/6/2020REVISED PER CITY OF GREENVILLE COMMENTSDrawn By:NC License: P-1199Checked By:
Project Manager:
Project Number:
Drawing Number:
19045
D-1203
STA
EW
STAFARRINGTON TRACE1#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSIORLTRH
F
N
TTSOCERNPOO EDRT.NA
I ENG E RNSON
A
OISSE
SEAL28425
A
LN
AC3/9/2020REVISED SITE GRADES24/17/2020REVISED PER GUC COMMENTS34/22/2020REVISED STORM DRAINAGE45/4/2020REVISED PER CITY OF GREENVILLE COMMENTS55/21/2020REVISED MH 5 & MH 6 LOCATIONS65/27/2020REVISED WATER MAIN SIZING76/19/2020REVISED WETLAND AREAS8GRADING AND DRAINAGE PLANC-6.0
Know what's below.
before you dig.Call
R
1-800-632-4949
0 30'15'30'
1 inch = ft30SCALEMATCHLINE - C-6.1
SSWDWH
DW
REF.WDWHDWREF.WDWHDWREF.WDWH
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DW
REF.WDWDWHFOLDING TABLEWDWDLOCK LOCKLOCKLOCKLOCKLOCK LOCK LOCK
LOCKLOCK LOCKLOCK LOCKLOCK LOCKLOCKLOCKLOCKWDWHDWREF.WDWH
DW
REF.WDWHDWREF.WDWH
DW
WDWH
DW
REF.WDWH
DW
REF.WDWHDWREF.WDWH
DW
WDWHDWWDWHDWREF.WDWH
DW
REF.WDWHDWREF.WDWHDWREF.WDWHDWWDWH
DW
WDWH
DW
REF.WDWH
DW
REF.483248402448WWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W
WWESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT
ESMT ESMT ESMTESMTESMTESMTSSSSSSFWFWFW W W W W
WWWWWWWWWESMT ESMT
ESMTESMTESMTESMTESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMTESMT
ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTF F F F
WFFWFF FWW SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS18183
6
ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT
IPS ON LINE
TO OTHERS ENCROACHESCHAIN LINK FENCE
WOOD FENCE TO OTHERSALONG PROPERTY LINE
ENCROACHES
TO OTHERSWOOD FENCE
CHAIN LINK FENCE
TO OTHERS
ALONG PROPERTY LINEWOOD FENCE TO OTHERS
WOOD FENCE TO OTHERS
ALONG PROPERTY LINE
MEETING HOUSE BRANCHCLIFTON LLOYD BROCK, JR., TRUSTEE
THE KITTRELL IRREVOCABLE TRUST
D.B. 3051, PG. 312-314
PARCEL # 13105
ZONED OR
PARCEL #
48628PARCEL #
48629
PARCEL #
48630
PARCEL #
48631
PARCEL #
48632
PARCEL #
48633PARCEL #
48634
PARCEL #
48627
PARCEL #
48626
PARCEL #
48625
PARCEL #
48624
JOHN MARVIN TAFTPARCEL # 09010ZONED R6PROPOSED 80' SAN
.

S
E
W
E
R
AND GREENWAY E
A
S
E
M
E
N
T
PROPOSED 20'
DRAINAGE EASEMENT50' RIPARIAN BUFFER BUILDING A
(24 UNITS)
(3-STORY)
BUILDING C
(16 UNITS)
(2-STORY)
BUILDING D
(16 UNITS)
(2-STORY) COMMUNITYBUILDING(1-STORY) BUILDING B
(24 UNITS)
(3-STORY)
MH-EX
RIM:55.53
INV. IN:43.05 MH-2
RIM:62.68
INV. IN:56.61
INV. OUT:56.51
MH-1
RIM:58.00
INV. IN:52.00
INV. OUT:43.25
MH-3
RIM:66.20
INV. IN:57.35
INV. IN:57.35
INV. OUT:57.25
MH-4
RIM:70.17
INV. IN:61.24
INV. OUT:61.14
MH-7
RIM:66.20
INV. IN:59.10
INV. OUT:59.00
MH-8
RIM:69.44
INV. OUT:63.008"
PVC
SAN
ITARY
SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER8" PVC SANITARY SEWER
8" PVC
S
A
N
I
T
A
R
Y

S
E
W
E
R
8" PVC SANITARY SEWER8"x6" LOCKED HYD. TEE
6" GATE VALVE
FIRE HYDRANT
NOZZLE ELEV = 72.00
8" PVC WATER MAIN8"x6" LOCKED HYD. TEE
6" GATE VALVE
FIRE HYDRANT
NOZZLE ELEV @ 72.00
8" PLUG
6"x6" TEE
6"x4" REDUCER
4" GV
6" GV
2" WATER
METER (TYP.)
GUC POINT OF
SERVICE
6"x6" HYD. TEE
6" GATE VALVE
FIRE HYDRANT
NOZZLE ELEV = 72.24
2" SERVICE
CONNECTION
6" PVC WATER MAIN8" PVC WATER MAIN
6" PVC WATER MAIN
8" PVC WATER MAIN8"x6" LOCKED HYD. TEE
6" GATE VALVE
FIRE HYDRANT
NOZZLE ELEV = 70.50
4" RPDA W/ TAMPERSWITCHES AND FDC IN
ABOVE GROUNDHEATED ENCLOSURE
(WILKINS MODEL 475DA
OR APPROVED EQUAL)
6"x4" TEE
6" GV
4" GV
2" WATER
METER (TYP.)
GUC POINT
OF SERVICE
6"x6" LOCKED HYD. TEE
6" GATE VALVE
FIRE HYDRANT
NOZZLE ELEV = 70.55
2" SERVICE
CONNECTION
4" RPDA W/ TAMPERSWITCHES AND FDC IN
ABOVE GROUNDHEATED ENCLOSURE
(WILKINS MODEL 475DA
OR APPROVED EQUAL)
2" SERVICE
CONNECTION
2" DOUBLE CHECKASSEMBLY IN ABOVEGROUND HEATED
ENCLOSURE
8"x8" TEE
(2) 8" GV
8" x 6" REDUCER
8" 90° BEND
6" 90° BEND
1" WATER
METER
1" SERVICE
CONNECTION
2" WATER METER (TYP.)
GUC POINT OF SERVICE
8"x4" TEE
8" GV
4" GV
2" SERVICE
CONNECTION
4" RPDA W/ TAMPER
SWITCHES AND FDC IN
ABOVE GROUND
HEATED ENCLOSURE
(WILKINS MODEL 475DA
OR APPROVED EQUAL)
2" DOUBLE CHECKASSEMBLY IN ABOVE
GROUND HEATEDENCLOSURE
8"x4" TEE
4" GV
8" GV
8" 90° BEND
4" RPDA W/ TAMPER
SWITCHES AND FDC IN
ABOVE GROUND HEATED
ENCLOSURE (WILKINS
MODEL 475DA OR
APPROVED EQUAL)
RESTRAINED JOINT
DIP DROP ASSEMBLY
(REFER TO DETAIL)
M.B. 38, PG. 136
ZONED R6S
10' ELEC.
EASEMENT
TIE-IN TO
EXISTING
MH
70'201'STORMWATER MAINTENANCEEASEMENT10' ELECEASEMENT8" TERMINATION
GATE VALVE
GUC POINT OF SERVICE
GATE VALVE (TYP)
6" CLEANOUT (TYP.)
GUC POINT OF SERVICE
GUC POINT OF SERVICE
GATE VALVE (TYP)
8"x6" LOCKED HYD. TEE
6" GATE VALVE
FIRE HYDRANT
NOZZLE ELEV = 69.00
BSP
GUC POINT OF SERVICE
GATE VALVE (TYP)6" CLEANOUT (TYP.)
GUC POINT OF SERVICE 2" WATER METER (TYP.)
GUC POINT OF SERVICE 6" CLEANOUT (TYP.)
GUC POINT OF SERVICEGUC POINT OF
SERVICE GATE
VALVE (TYP)
RESTRAINED
JOINT DIP DROP
ASSEMBLY
(REFER TO
DETAIL)SESMTESMT ESMTMH-5
RIM:70.57
INV. IN:61.95
INV. OUT:61.85
MH-6
RIM:70.45
INV. OUT:62.29
8"x8" TEE
(2) 8" GV
8"x6"
REDUCER
City or Greenville, Pitt County, North CarolinaDate:
REVISIONS:FIRETOWER ROAD1-31-2020COMMENTSDATE3/6/2020REVISED PER CITY OF GREENVILLE COMMENTSDrawn By:NC License: P-1199Checked By:
Project Manager:
Project Number:
Drawing Number:
19045
D-1203
STA
EW
STAFARRINGTON TRACE1#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSIORLTRH
F
N
TTSOCERNPOO EDRT.NA
I ENG E RNSON
A
OISSE
SEAL28425
A
LN
AC3/9/2020REVISED SITE GRADES24/17/2020REVISED PER GUC COMMENTS34/22/2020REVISED STORM DRAINAGE45/4/2020REVISED PER CITY OF GREENVILLE COMMENTS55/21/2020REVISED MH 5 & MH 6 LOCATIONS65/27/2020REVISED WATER MAIN SIZING76/19/2020REVISED WETLAND AREAS8UTILITY PLANC-5.0
Know what's below.
before you dig.Call
R
1-800-632-4949
0 30'15'30'
1 inch = ft30SCALEMATCHLINE - C-5.1CHLORINATION TAP & BACTERIOLOGICAL SAMPLE POINT (BSP)
TEMPORARY CHLORINATION TAPS AND BACTERIOLOGICAL SAMPLE POINTS SHALL BE
CONSTRUCTED OF THE SAME MATERIALS AS ONE INCH WATER SERVICES. TEMPORARY
APPURTENANCES SHALL BE INSTALLED SUCH THATTHE ANGLE BALL VALVE IS SECURELY
LOCATED 36" MIN. ABOVE FINISH GRADE. UPON APPROVAL OF FINAL BACTERIOLOGICAL
SAMPLES THE TUBING AND ANGLE BALL VALVE SHALL BE REMOVED, THE CORPORATION
STOP CLOSED AND A CAP PLACED ON THE CORPORATION STOP.
Utility Notes: LANCASHIRE DRIVE(PROPOSED 50' PUBLIC R/W)(28' B/B PAVEMENT)
SSWDWHWDWDWHFOLDING TABLEWDWDLOCK
LOCK
LOCK
LOCK
LOCK
LOCK
LOCK
LOCK
LOCKLOCKLOCKLOCKLOCKLOCKLOCKLOCKLOCKLOCKWDWHDWREF.WDWH
DW
REF.WDWHDWREF.W
D
WDWH
DW
REF.
W
D
WH
DW
REF.WDWH
DW WWHDWWDWHDWREF.WDWH
DW
REF.WDWHDWREF.WDWHDWREF.WDWHDWW
D
WH
DW
WDWH
DW
REF.
W
D
WH
DW
REF.483248402448WWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
WWESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT
ESMT
ESMT
ESMT
ESMT ESMT
ESMT ESMTESMTESMTESMTSSSSSFWFWW
W
W
W
W
W
W
WWWWWWWWESMT
ESMT
ES
M
T
ES
M
T
ES
M
T
ES
M
T
ESMT
ESMT
ESMT
ESMT
ESMT
ESMT
ESMT
ESMT
ESMT ESMTESMT
ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTF
F
F
F
WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS1818ESMTESMTESMTESMTESMTIPS ON
LINE
WOOD
F
E
N
C
E
T
O
O
T
H
E
R
S
ALON
G
P
R
O
P
E
R
T
Y
LI
N
E
CHAIN
LI
N
K
F
E
N
C
E
TO OT
H
E
R
S
S 2° 3
1'
1
6
"
E
675.8
8'
PARCE
L
#
48631
PARCE
L
#
48632
PARCE
L
#
48633
PARCE
L
#
48634
686.0
6'
T
O
T
A
L
35.66'
5
0
'
R
IPAR
IAN
BU
F
F
ER
9+12.
2
5
0+001+002+003+004+005+006+007+008+009+00
0+00
4+004+53.945+006+006+09.11
0+00
1+00
2+00
2+26.
7
2 BUILDI
N
G
C
(16 UNI
T
S)(2-STO
R
Y) BUILDI
N
G
D
(16 UNI
T
S)(2-STO
R
Y) COMMUNITYBUILDING(1-STORY)MH-EX
RIM:55.53
INV. IN:43.05
MH-2
RIM:62.68
INV. IN:56.61
INV. OUT:56.51
MH-1
RIM:58.00
INV. IN:52.00
INV. OUT:43.25
MH-3
RIM:66.20
INV. IN:57.35
INV. IN:57.35
INV. OUT:57.25
MH-4
RIM:70.17
INV. IN:61.24
INV. OUT:61.14
MH-8
RIM:69.44
INV. OUT:63.00
8"

P
V
C

S
A
N
I
T
A
R
Y

S
E
W
E
R
8" PV
C
S
A
NI
T
A
R
Y
S
E
W
E
R
8" PV
C
S
A
NI
T
A
R
Y
S
E
W
E
R
8" PVC SANI
T
A
R
Y

S
E
W
E
R
8" PVC
SAN
ITARY
SEWER
8"x6"
L
O
C
K
E
D
H
Y
D.
T
E
E
6" GA
T
E
V
A
L
V
E
FIRE H
Y
D
R
A
N
T
NOZZL
E
E
L
E
V
=
7
2.
0
0
8" PVC WATER MAIN6"x6"
T
E
E
6"x4"
R
E
D
U
C
E
R
4" GV
6" GV
2" WA
T
E
R
METER (
T
Y
P.)
GUC P
OI
N
T
O
F
SERVI
C
E
6"x6"
H
Y
D.
T
E
E
6" GA
T
E
V
A
L
V
E
FIRE H
Y
D
R
A
N
T
NOZZL
E
E
L
E
V
=
7
2.
2
4
2" SER
VI
C
E
CONN
E
C
TI
O
N
6" PV
C
W
A
T
E
R
M
AI
N
8" PVC WATER MAIN(WILKIN
S
M
O
D
E
L
4
7
5
D
A
OR AP
P
R
O
V
E
D
E
Q
U
A
L)
6"x4"
T
E
E
6" GV
4" GV
2" WA
T
E
R
METER (
T
Y
P.)
GUC P
OI
N
T
OF SER
VI
C
E
6"x6"
L
O
C
K
E
D
H
Y
D.
T
E
E
6" GA
T
E
V
A
L
V
E
FIRE H
Y
D
R
A
N
T
NOZZL
E
E
L
E
V
=
7
0.
5
5
2" SER
VI
C
E
CONN
E
C
TI
O
N
4" RPD
A
W
/
T
A
M
P
E
R
SWITC
H
E
S
A
N
D
F
D
C I
N
ABOV
E
G
R
O
U
N
D
HEATE
D
E
N
C
L
O
S
U
R
E
(WILKIN
S
M
O
D
E
L
4
7
5
D
A
OR AP
P
R
O
V
E
D
E
Q
U
A
L)
8"x8"
T
E
E
(2) 8"
G
V
8" x 6
"
R
E
D
U
C
E
R
8" 90°
B
E
N
D
6" 90°
B
E
N
D
1" WA
T
E
R
METER
1" SER
VI
C
E
CONN
E
C
TI
O
N
2" SER
VI
C
E
CONN
E
C
TI
O
N
RESTR
AI
N
E
D J
OI
N
T
DIP DR
O
P
A
S
S
E
M
B
L
Y
(REFER
T
O
D
E
T
AI
L)N 86° 34' 06" EN 81° 23' 03" E65.80'10.18'
56
.
8
1
'

N

5
9
°
24
'

4
2
"

E
10' EL
E
C.
EASEM
E
N
T
TIE-IN
T
O
EXISTI
N
G
MH
PROP
O
S
E
D
S
T
O
R
M
W
A
T
E
R
MANA
G
E
M
E
N
T
A
R
E
A 10' ELECEASEMENT8" TER
MI
N
A
TI
O
N
GATE
V
A
L
V
E
GUC P
OI
N
T
O
F
S
E
R
VI
C
E
GATE
V
A
L
V
E (
T
Y
P)
6" CLE
A
N
O
U
T (
T
Y
P.)
GUC P
OI
N
T
O
F
S
E
R
VI
C
E
GUC P
OI
N
T
O
F
S
E
R
VI
C
E
GATE
V
A
L
V
E (
T
Y
P)
6" CLE
A
N
O
U
T (
T
Y
P.)
GUC P
OI
N
T
O
F
S
E
R
VI
C
E
RESTR
AI
N
E
D
JOINT DI
P
D
R
O
P
ASSEM
B
L
Y
(REFER
T
O
DETAI
L)SESMTESMT ESMTMH-5
RIM:70.57
INV. IN:61.95
INV. OUT:61.85
MH-6
RIM:70.45
INV. OUT:62.29
8"x8"
T
E
E
(2) 8" G
V
40
45
50
55
60
65
70
75
40
45
50
55
60
65
70
75
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
MH-EX
RIM:55.53
INV. IN:43.05
MH-3
STA:2+89.08
RIM:66.20
INV. IN:57.35
INV. IN:57.35
INV. OUT:57.25
MH-1
STA:0+48.38
RIM:58.00
INV. IN:52.00
INV. OUT:43.25
MH-2
STA:1+37.88
RIM:62.68
INV. IN:56.61
INV. OUT:56.51
MH-6
STA:9+12.25
RIM:70.45
INV. OUT:62.29
MH-5
STA:8+32.25
RIM:70.57
INV. IN:61.95
INV. OUT:61.85
MH-4
STA:6+86.08
RIM:70.17
INV. IN:61.24
INV. OUT:61.14
46 LF 8" PVC @ 0.42%
86 LF
8
"
P
V
C
@
5.
0
4
%
147 LF 8" PVC @ 0.42%
393 LF 8" PVC @ 0.95%
142 LF 8" PVC @ 0.42%
76 LF 8" PVC @ 0.42%
6" PVC WATER M
A
I
N
6" PVC
WATER
MAIN
8" PVC
WATER
MAIN
6" PVC
WATER MAIN
DIP
OUTSIDE
DROP
(EXTENDED BASE)℄ FARRINGTON DRIVE1 FULL JOINT OF DUCTILE
IRON PIPE CENTERED
UNDER STORM CROSSING
(12" MINIMUM
SEPARATION TYPICAL)
REFER TO DETAIL S-11 City or Greenville, Pitt County, North CarolinaDate:
REVISIONS:FIRETOWER ROAD1-31-2020COMMENTSDATE3/6/2020REVISED PER CITY OF GREENVILLE COMMENTSDrawn By:NC License: P-1199Checked By:
Project Manager:
Project Number:
Drawing Number:
19045
D-1203
STA
EW
STAFARRINGTON TRACE1#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSIORLTRH
F
N
TTSOCERNPOO EDRT.NA
I ENG E RNSON
A
OISSE
SEAL28425
A
LN
AC3/9/2020REVISED SITE GRADES24/17/2020REVISED PER GUC COMMENTS34/22/2020REVISED STORM DRAINAGE45/4/2020REVISED PER CITY OF GREENVILLE COMMENTS55/21/2020REVISED MH 5 & MH 6 LOCATIONS65/27/2020REVISED WATER MAIN SIZING76/19/2020REVISED WETLAND AREAS8C-5.2
Know what's below.
before you dig.Call
R
1-800-632-4949
0 30'15'30'
1 inch = ft30SCALE
MATCH
LI
N
E -
C-5.3
SCALE:
HORIZONTAL: 1"=30'
VERTICAL: 1"=3'
SSMH EX - SSMH 6 SANITARY SEWER PLAN & PROFILE
LODLODLODLOD LOD LODLODLODLODLODLODLODWHD04D05D06D02D03W1W2W1WHD04D05
D06
D02
D03
W1
W2
W1
WHD04D05D06D02D05AD01D03W1W1W2D08WHD04D05
D06
D02
D03
W1
W2
W1
18183
6
MEETING HOUSE BRANCHSTREAM CALL FLAGCOMMONRECREATION AREA
(9,000 S.F.)ZONED R650' RIPARIAN BUFFER0+00
1+00
2+003+0015" RCP @ 1.72%
36" RCP @ 0.50%
15" RCP @ 1.00%
15" RCP @ 1.00%
15" RCP @ 1.00%
15" RCP @ 1.00%18" RCP@ 0.50%18" RCP@ 0.50%JB-15
RIM:64.33
INV. IN:59.50
INV. IN:59.50
INV. OUT:59.50
FES-16
36" FES
INV. OUT:59.45
CB-23
RIM:65.77
INV. OUT:62.39
CB-24
RIM:66.96
INV. IN:61.37
INV. IN:61.37
INV. OUT:61.12
CB-20
RIM:66.96
INV. IN:61.37
INV. IN:61.37
INV. OUT:61.12
CB-19
RIM:65.77
INV. OUT:62.37
FES-26
18" FES
INV. IN:61.00
FES-22
18" FES
INV. IN:61.00
N 84° 13' 25" E49.69'N 82° 48' 50" E97.83'N 86° 34' 06" E54.69'N 81° 23' 03" E65.80'6' THICK RIP-RAP APRON WITH 6' ENTRY
WIDTH, 12' EXIT WIDTH, AND 24' LENGTH
INSTALL ROCK
CHECK DAM IN
EXISTING DITCH
PRIOR TO
DEMOLITION
PROPOSED STORMWATER
MANAGEMENT AREA
POND OUTLET
RIM:64.10
INV. OUT:61.00
TOP=65.00
A
PLAN VIEW
4'4'15" RCP
6" MIN.
A
SECTION B-B
6"6" MIN.NOTES FOR SLAB:
REINFORCEMENT: #4 @ 6" OCEW (MIN.)
CONCRETE: 4000 PSI @ 28 DAYS
SEE NCDOT STD DWG. 840.45, PAGE 2 OF 2,
FOR ADDITIONAL DETAILS.
3' WEIR ELEV.= 63.50
(4 SIDES)
3.0'6" EXTENDED BASE
(ALL 4 SIDES)
6.0'x6.0' EXTENDED BASE
6" EXTENDED BASE
(ALL 4 SIDES)
6" MIN.6" MIN.3.0' WEIR (4 SIDES)
4" PVC
(SEE ORIFICE DETAIL)
EAST JORDAN IRON WORKS
FRAME AND GRATE (V-5660)
SET RISER ON 12" THICK 3/4"
STONE BASE LEVELING PAD.
15" RCP
INV. ELEV.= 61.00
OUTLET STRUCTURE DETAIL
NTS
4" THREADED C.O. CAP
1.0'
4" PVC CAP WITH
4" PVC
EL. 61.00
ORIFICE DETAIL
NTS
1'
FITTING
1.25" ORIFICE HOLE
1.STOCKPILE ALL TOPSOIL FOR LATER USE. EXCAVATE
POND SLIGHTLY DEEPER THAN FINISHED GRADE ON ALL
PLANTED SLOPES TO ALLOW FOR REPLACEMENT OF
TOPSOIL.
2.CATTAILS NOT TO BE USED.
3.COORDINATE PLANTINGS WITH ENGINEER.
General Planting Notes:
TOP=65.00
SECTION A-A
6"
4'
3' WEIR ELEV.= 63.50
(4 SIDES)
3.0'
EAST JORDAN IRON WORKS
FRAME AND GRATE (V-5660)
SET RISER ON 12" THICK 3/4"
STONE BASE LEVELING PAD.
15" RCP
INV. ELEV.=61.00
PERMANENT POOL ELEVATION (EL. 61.00)
1st FLUSH STORAGE (EL. 62.43)
EL. 53.0 (1' OF SEDIMENT STORAGE)
EL. 54.0 (POND BOTTOM)
6" THICK CONC. SLAB6" THICK CONC. SLAB
6"6"
NOTES:
MORTAR JOINTS 1
2" + 1
8" THICK CLASS 'AA'
CONCRETE TO BE USED.
THE POURING OF FLOOR SLAB TO BE
ACCOMPLISHED BY FORMING.
METAL STEPS TO BE PROVIDED ON 1'-2" +
CENTERS.
SOLID CONCRETE BLOCK MAY BE USED IN
LIEU OF CLAY BRICK. JUMBO BRICK WILL BE
PERMITTED.
NOTES:
MORTAR JOINTS 1
2" + 1
8" THICK CLASS 'AA'
CONCRETE TO BE USED.
THE POURING OF FLOOR SLAB TO BE
ACCOMPLISHED BY FORMING.
METAL STEPS TO BE PROVIDED ON 1'-2" +
CENTERS.
SOLID CONCRETE BLOCK MAY BE USED IN
LIEU OF CLAY BRICK. JUMBO BRICK WILL BE
PERMITTED.
B
B
4'
4" PVC
INV. ELEV.=61.00
4'
TOP OF SLAB EL. 57.00 TOP OF SLAB EL. 57.00
Vegetative Shelf Notes:
THE VEGETATIVE SHELF SHALL BE PLANTED WITH A MINIMUM
OF THREE DIVERSE SPECIES OF VEGETATION AS SELECTED
FROM THE SCHEDULE BELOW AT A MINIMUM DENSITY OF 50
PLANTS PER 200 SF OF SHELF AREA (APPROXIMATELY 2'O.C.)
-SWAMP MILKWEED (ASCLEPIAS INCARNATA)
-WHITE TURTLEHEAD (CHELONE GLABRA)
-JOE PYE WEED (EUPATORIADELPHUS FISTULOSUS)
-LONGLEAF LOBELIA (LOBELIA ELONGATA)City or Greenville, Pitt County, North CarolinaDate:
REVISIONS:FIRETOWER ROAD1-31-2020COMMENTSDATE3/6/2020REVISED PER CITY OF GREENVILLE COMMENTSDrawn By:NC License: P-1199Checked By:
Project Manager:
Project Number:
Drawing Number:
19045
D-1203
STA
EW
STAFARRINGTON TRACE1#2755-B Charles Blvd.Greenville, NC 27858(252) 558-0888www.arkconsultinggroup.comENGINEERS & PLANNERSIORLTRH
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AC3/9/2020REVISED SITE GRADES24/17/2020REVISED PER GUC COMMENTS34/22/2020REVISED STORM DRAINAGE45/4/2020REVISED PER CITY OF GREENVILLE COMMENTS55/21/2020REVISED MH 5 & MH 6 LOCATIONS65/27/2020REVISED WATER MAIN SIZING76/19/2020REVISED WETLAND AREAS8STORMWATER DETAILSC-8.0
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0 30'15'30'
1 inch = ft30SCALE