20170112 Ver 1_401 Application_20170117

January 24, 2017
NCDEQ - DWR
401 & Buffer Permitting Unit
Archdale Building — 9"' Floor
512 North Salisbury Street
Raleigh, North Carolina 27604
Attention: Ms. Jennifer Burde$ PAID
401 /Buffer Coordinate--- ------
SUBJECT: Pre -Construction Notification Application
Request for Buffer / Stream Approval
Woodard Parkway — Water and Sanitary Sewer Extensions
City of Wilson, North Carolina
PN: 16-042
Dear Ms. Burdette:
,- 0 1 7 0 `i 'I 2
pL9
FJA14 201? P,
Over the past several decades, both the City of Wilson and the Wilson Economic Development Council
have been planning a future industrial park just southeast of the U.S. Highway 264 / N.C. Highway 58
interchange location. This development will require the extension of both the City's Water and Sewer Collection
systems to provide service to future industrial clients onsite. On behalf of these entities, please find attached for
your review and approval Four (4) copies of each of the following items:
Pre -Construction Notification Application Form
Sanitary Sewer Force Main Construction Drawing on Plan & Profile
Project Area on FIRM Panel, NC Soils Survey, and USGS Quadrangle Mapping
Also, please find attached check in the amount of $240.00 to cover the application fee.
Should you have any questions or require additional information, please do not hesitate to call.
Respectfully,
^
ando unce, P.E.
WLY
Enclosures: As stated.
cc: R. Bryant Bunn, III, P.E. — Director of Public Works / City Engineer, City of Wilson
Barry Parks — Director of Water Resources, City of Wilson
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
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 ❑X 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 ❑X No
For the record only for Corps Permit:
❑ Yes ❑X 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 Q No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes Q No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑ No
2.
Project Information
2a.
Name of project:
Wilson Economic Development Council - Woodard Parkway Water & Sewer Extension
2b. County:
Wilson
2c.
Nearest municipality / town:
City of Wilson
2d.
Subdivision name:
Eastwood Subdivision, City of Wilson
2e.
NCDOT only, T.I.P. or state project no:
N.C. Highway 58
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Woodard Farm No. 1842, Partnership
3b.
Deed Book and Page No.
1988 - 1380 / 319
3c.
Responsible Party (for LLC if
applicable):
City of Wilson, North Carolina
3d.
Street address:
1800 Herring Avenue E.
3e.
City, state, zip:
Wilson, North Carolina 27893
3f.
Telephone no.:
252-399-2465
3g.
Fax no.:
252-399-2233
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from 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:
W. Landon Younce, P.E.
5b. Business name
(if applicable):
Green Engineering, PLLC
5c. Street address:
303 Goldsboro St. E.
5d. City, state, zip:
Wilson, North Carolina 27893
5e. Telephone no.:
252-237-5365
5f. Fax no.:
252-243-7489
5g. Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a. Property identification no. (tax PIN or parcel ID):
3731733207.000
1 b. Site coordinates (in decimal degrees):
Latitude: 35.695597 Longitude: -77.884469
1 c.
Property size:
784.25 acres
2.
Surface Waters
2a. Name of nearest body of water to proposed project:
Sandy Creek (tributary to Hominy Swamp / Contentnea)
2b. Water Quality Classification of nearest receiving water:
C; Sw; NSW (April 30, 1988)
2c.
River basin:
Neuse
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:
Existing Sanitary Sewer Collection Easement. Project will tie-in new Force Main piping to Manhole on Existing receiving Gravity Sewer Main.
Existing surrounded areas are a mixture of swamp, forested wetlands, adjacent to Sandy Creek.
3b.
List the total estimated acreage of all existing wetlands on the property: 5
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,300
3d.
Explain the purpose of the proposed project:
The purpose of this project is to extend sanitary sewer service to previously undeveloped areas southeast of the City of Wilson, Woodard Parkway
3e. Describe the overall project in detail, including the type of equipment to be used:
12 -inch sanitary sewer force main, installed by HDPE directional bore with connection to the City of Wilson's existing 30 -inch Sewer Outfall
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑ Yes ❑ No ❑X Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑X No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes Q No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams —tributaries Q 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.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No
-
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
2h. Comments:
Proposed 12 -inch HDPE Force Main will be Directional Bored. No impacts to existing wetlands onsite will result from this installation.
3. Stream Impacts
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 T
Excavation
U.T. to Sandy Creek
INT
DWQ
5
32
S2 T
Excavation
U.T. to Sandy Creek
INT
DWQ
3
80
S3 -
Choose one
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
3h. Total stream and tributary impacts
112
3i. Comments:
Proposed 12 -inch HDPE Force Main will be Directional Bored. Impacts to other two (2) unnamed tributaries will be temporary and restored.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
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 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete 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
P1
Choose one
P2
Choose one
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:
6. Buffer Impacts (for DWQ)
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 you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
61 P
12 -inch Force Main Install
U.T. to Sandy Creek
Yes
2,240
1,343
B2 P
12 -inch Force Main Install
U.T. to Sandy Creek
Yes
4,279
2,181
B3 P
12 -inch Force Main Install
Sandy Creek
Yes
90
60
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6,609
3,584
6i. Comments: Buffer Crossing is extremely minimal. Crossing No. 3 is 12 -inch force main is to be installed by directional bore to completely
prevent impacts. Crossings No. 1 and No. 2 will include temporary impacts to land surface for open -cut installation and restored.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Stream and Buffers crossing designed at 90 -degree angle of crossing to the most extent practical. Pipe installation at Crossing No. 3 will be
performed completely by directional bore, resulting in no physical impacts whatsoever to existing stream bed and existing wetlands.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Pipe installation will provide a minimum of 5 ft. of cover below stream bed and a minimum of 3 ft. of cover in all upland areas. Stream banks and
wetlands for Crossing No. 3 will be completely unaffected, resulting in no physical impacts.
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 Q 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
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
112 linear feet
4c. If using stream mitigation, stream temperature:
warm
4d. Buffer mitigation requested (DWQ only):
25,203 square feet
4e. Riparian wetland mitigation requested:
0 acres
4f. Non -riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
X 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.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
12 -inch Force Main Install
6,609
3 (2 for Catawba)
19,827
Zone 2
12 -inch Force Main Install
3,584
1.5
5,376
6f. Total buffer mitigation required:
25,203
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).
Payment to approved in -lieu fee fund.
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Stream crossing is projected at 90 degrees, or very dose to and only a 1.5 ft. width of crossing will
❑ Yes Q No
be made (this is the average outside diameter of the Directional Bore Force Main being installed). Land
moving is not required. Grading is not required. The only excavation required will be completely outside
of wetlands and stream locations. All disturbance will be returned to preconstruction conditions.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ❑x No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
This project is almost completely 100 % pervious by nature of the installation. All land disturbance will be completely returned to pre-construction
conditions. Water Main and Gravity Sewer installations are 100% pervious with the exception of manhole tops, fire hydrants, and valve covers.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
City of Wilson, North Carolina
❑ Phase 11
❑X NSW
3b. Which of the following locally-implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
El Yes ❑X No
attached?
4. DWQ Stormwater Program Review
[]Coastal counties
❑HQW
4a. Which of the following state-implemented stormwater management programs applyHSession
ORW
(check all that apply):
Law 2006-246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. 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 Q 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
letter.)
❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes Q No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application?
❑Yes Q 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
❑YesX❑ 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.
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.
The flow
sanitary sewer produced (or transported by) this project will ultimately be combined into the City of Wilson's existing sanitary sewer
outfall main which routes to the Hominy Creek Water Reclamation Facility for treatment and disposal, just across Old Stantonsburg Road. Treated
water is ultimately discharged into downstream Contentnea Creek from the Hominy Creek facility. The treatment plant is a 4.1 MGD permitted
conjunctive use reclaimed water generation facility.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ YesX No
❑
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
U.S. Fish & Wildlife Service, Endangered Species and Species of Concern by County website engine, Wilson County, North Carolina. Also used:
the U.S. Fish & Wildlife Service, National Wetlands Inventory, Wetlands Mapping Program, Freshwater Forested / Shrub Wetland
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
U.S. Fish & Wildlife Service, Endangered Species and Species of Concern by County website engine, Wilson County, North Carolina. Also used:
the U.S. Fish & Wildlife Service, National Wetlands Inventory, Wetlands Mapping Program, Freshwater Forested / Shrub Wetland
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 ❑X 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?
U.S. Fish & Wildlife Service, Endangered Species and Species of Concern by County website engine, Wilson County, North Carolina. Also used:
the U.S. Fish & Wildlife Service, National Wetlands Inventory, Wetlands Mapping Program, Freshwater Forested / Shrub Wetland
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Manholes within 100 -year floodplain shall either be installed with seal -tight, watertight gasket, locked -down covers, or set with manhole ring and
cover at least 1 ft. above 100 year flood elevation. All piping is proposed below grade and completely backfilled. Most piping within the floodplain will
be installed by Directional Bore Method, with the exception of the Tie-in location to the City of Wilson's existing 30 -inch sanitary sewer outfall main.
8c. What source(s) did you use to make the floodplain determination?
NFIP - FIRM - Flood Insurance Rate Map - North Carolina - Panel 3731 - Customized FEMA Firmette - FM3720373100K
R. Bryant Bunn, III, P.E.
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Applicant/Agent's Printed Name
AIlcan's Signature
PP � 9ent9
Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

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50
CONSTRUCTION EASEMENT
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126',
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00 7 110 EXISTING SEWER MANHOLE
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LIMITS
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PROVI t R 0 EXISTING STORM DRAIN MANHOLE
LIMITS OF DISTURBANCE AS STATIO,� 5+75. UTILIZE RIP C AND Cl EXISTING STORM CATCH BASIN
ROLLED CONTROL PRODU (RECP)
rv"j I BANK STABILIZATION. Li EXISTING STORM DROPINLET
100 YR F9L00D
SMH#6 OHE EXISTING OVERHEAD ELECTRIC
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LIMITS OF DISTURBANCE (LOD)
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T=7 .3
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SS 12
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1. ALL DESIGN & CONSTRUC71ON SHALL CONFORM TO THE
. .... .. -- -------- ----- _ CITY OF WILSON MANUAL SPECIFICATIONS STANDARDS
AND DESIGN AND SHALL CONFORM TO 15A NCAC 02T
.... . . .....
_T ------ - --
RULES GOVERNING WASTE NOT DISCHARGED TO SURFACE
WATERS.
EX. GRADE
2. ALL GRAVITY SEWER SHALL BE SDR35 PVC, UNLESS
OTHERWISE NOTED ON PLANS.
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361
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ISO
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4 . .....
THE TEMPORARY AND PERMANENT EASEMENTS.
2. ALL EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR
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TO BE RESPONSIBLE FOR REMOVAL & REPLACEMENT OF
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SANITARY SEWER Pa-ve" DAM BY DAMB. Novoff*W 8, 2016 CLIENT CODE: WILED
CARq� GRAPHIC SCALE
. ......... 14 GREEN ENGINEERING
JOB NUMBER: 16-042
�p 100
WILSON ECONOMIC DEVELOPMENT COUNCIL IMPROVEMENTS 0 25 50 FIELD BOOK: XXX
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT
CADFILE: 16042-13S.dwg
SEAL
WOODARD PARKWAY PLAN & PROFILE (HORIZONTAL) ASCII FILE:
022594 NORTH CAROLINA FIRM LICENSE: P-0115 WOODARD PARKWAY WATER & SANITARY SEWER EXTENSIONS
'2� _BANK STABILIZA-ION,
S #
STA� _ 15
LAST MODIFIED: 10 -Feb -17
303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893
5 1MODIFIED BY: JM
SEWER
GRAVI I Y 0 0
TEL [phone] FAX [phone] OFFICE@GREENEN"�'3%.COM SEEN
CITY of WILSON WILSON COUNTY, NORTH CAROLINA STATION 1+96 -- 16+00 PROFILE (VERTICAL) **EET No. 27 oF 52

N4
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LEGEND
—100-- EXISTING MAJOR CONTOUR
101-- EXISTING MINOR CONTOUR
EXISTING PROPERTY LINE
EXISTING RIGHT-OF-WAY
EXISTING CENTERLINE
EXISTING EASEMENT
ly
7 - - ----m........ — - EXISTING EDGE OFPAVEMENT
EXISTING WATER LINE
CD EXISTING WATER METER
EXISTING SEWER LINE
FM EXISTING SEWER FORCE MAIN
(P Q EXISTING SEWER MANHOLE
EXISTING SEWER CLEANOUT
WOODS SSMIH#ll EXISTING STORM DRAIN LINE
WOODS STA -28+31.63
PROV]Di� SOI OEJIM-BER MAT CROSStN(�S <�9 - 0 EXISTING TO DRAIN MANHOLE
AS-SQTATION 16+25. UTILIZE -RIP RAW AND 0 EXISTING STORM CATCH BASIN
Li EXISTING STORINLET
ROLLEDEROSION CONTROL PROD6CTS (RECP)
NK_ S­TAa.LIZA_nON CTE EXISTING OVERHEAD ELECTRIC
FOR DITCH BA
SSMH#7 SSMH#9 // "zp A X EXISTING FENCE LINE
=30
TA -1 6+97_01 LIMITS OF DISTURBANCE STA22+.57 EXISTING MAIL BOX
SILT FENCE OUTLET
6650' CONSTRUCTION EASEMENT EXISTING SIGN
EXISTING TREE
86
17 00 '__1 ­_� - -- 30' PERMAMENT EASEMENT LIMITS OF DISTURBA EXISTING PAVEMENT
NCE
21+00 7\
9%
19+oc" SEWER EXISTING CONCRETE
297' 20 /N�� 89
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.26% 12 0 PVC SEWER
EXISTING GRAVEL
WOODS
EXISTING DIRT
197' 0 0,25% 12"0 DIP SILT FENCE OUTLET
S OF DISTURBANCE <1 LIMITS OF DISTURBANCE
w/PERMA-SHIELD PL SSMH#8 85 0 0':�. _' EXISTING 50NEUSE BUFFER
4" STA=19+94.22
�0'
PROPOSED SEWER LINE
SILT FENCE OUTLET -8"0 FM PROPOSED SEWER FORCE MAIN
PROPOSED BORE & JACK
PROPOSED BORE & JACK
PROPOSED EASEMENT
WOODS
LIMITS OF DISTURBANCE (LOD)
PROVIDE SOLID DECK 11M ER MAT ------ TEMP. SILT FENCE WITH OUTLET
• CROSSINGS AT S17ATION 20+60, 23+65,
0 TEMP. CHECK DAM
25+60, AND 2&4-70, UTILIZE RIP RAP
SSMH#1O
AND ROLLED EROSION CONTROL PRODUCTS
(RECD) FOR DITDH BANK STABILIZATION. STA=25+60.05 100 ° FLOOD TEMP. STREAM CROSSING
'FEMIA PANEL REF. NO. 3648
SILT FENCE OUTLET DISSIPATER PAD
DITCH LINER
RUNOFF FLOW DIRECTION
PROP. AIR RELEASE VALVE
WOODARD PARKWAY GRAVITY SEWER
105 -- - ------
105
7- ---------
SEWER NOTES
4h
cn in :2
1. ALL DESIGN & CONSTRUCTION SHALL CONFORM TO THE
CITY OF WILSON MANUAL SPECIFICATIONS STANDARDS
(n
100 - ------------ AND DESIGN AND SHALL CONFORM TO 15A NCAC 02T
cy 100
cn cn RULES GOVERNING WASTE NOT DISCHARGED TO SURFACE
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PC
0
04 04
s 04
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---- - ---- ----
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1. THE LIMITS OF DISTURBANCE WILL INCLUDE THE AREAS
CONTRACTOR SHALL GRADE SWALE AROUND
TO PREVENT SURFACE RUNOFF FROM,
MANHOLE CONFINED BY THE PUBLIC ROAD RIGHT-OF-WAYS, AND
? 85
GRADE EX. GRADE
WASHING AGAINST MANHOLE. CENTERUNE OF THE 17EMPORARY AND PERMANENT EASEMENTS.
2. ALL EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR
-7,
-- - ------- - - - - - - ----------------
TO BE RESPONSIBLE FOR REMOVAL & REPLACEMENT OF
----- -- THESE FACILITIES IF DAMAGED.
- - -------- ---
iw�
80
80
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.... .. .... 0 PVC SEWER
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....... _23 ' 0 0.26% 12*0 PVC R
.-ELEV
SEWER
i47' 0 0.26% 12*0 PVC t
75 -197, 0 0.25% 12�O DIP
75
W/PERMA-SHIELD PIL
-----------_-----
ANTI SEEP f
--COLLAR (TY`P)_____---
fi
-- ---------
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70 — ----------- 70
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A
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16+00 16+50 17+00 17+ 50 184-00 + 5 0 9 2 0 0 (D 20-4-50 21+00 21+50 22+ -0 /2 3 2 24 0 24-00 50 25-4-00 25+50 26+00 264-50 27+00 27+50 28+00 F50 29+00 29+50 301-00
MAR 0 7217
Grw Erqkmrkls P.LL.C.
REVOM __6ATE BY DAM5. Nove"dw 8, 2016
A —CLIENT CODE: WILED —
GREEN ENGINEERING SANITARY SEWER GFtApHIC SCALj:- JOB NUMBER: 16-042
50
WATER, WASTEWATER, SURVEYING, PLANNING,
0 25 100 PROJECT MANAGEMENT WILSON ECONOMIC DEVELOPMENT COUNCIL IMPROVEMENTS FIELD BOOK: XXX
SEAL CADFILE: 16042-GS.dwg
WOODARD PARKWAY PLAN & PROFILE (HORIZONTAL) ASCII FILE:
022594 TH NORCAROLINA FIRM LICENSE: P-0115 WOODARD PARKWAY WATER & SANITARY SEWER EXTENSIONS
LAST MODIFIED: 10 -Feb -17
7
C
609 3LSTT TLS3
2% 03 GODSBORO REEEAS, P.O. BOX VMON, N.. 289
- GRAVITY SEWER 0 5
IED
TEL [phone] FAX [phone] OFFICE @GREENENG.COM
STATION 16+00 - 30+00 PROFILE (VERTICAL)
CITY of WILSON WILSON COUNTY, NORTH CAROLINA sHEET No. 28 oF 52