20201528 Ver 1_401 Application_20201104

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
September 1, 2020 Ver 3.2
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
20201528
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Select Project Reviewer*
Chris Pullinger:eads\rcpullinger
Information for Initial Review
la. Name of project:
COURTESY COPY - TWSP 7 Sewer Force Main Improvements
1a. Who is the Primary Contact?*
Kim Williams - Land Management Group
1b. Primary Contact Email:*
[e-mail]
Date Submitted
11 /4/2020
Nearest Body of Water
Trent River; Scotts Creek; Lawson Creek
Basin
Neuse
Water Classification
SB; Sw, NSW
Site Coordinates
Latitude:
35.077476
A. Processing Information
County (or Counties) where the project is located:
Craven
Is this a NCDMS Project
r Yes r No
Longitude:
-77.031866
Is this project a public transportation project?*
r Yes r No
la. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
W Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
Reviewing Office*
Washington Regional Office - [phone]
1c. Primary Contact Phone:*
[phone]
U
1b. What type(s) of permit(s) 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:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
12 - Utility Lines
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
r 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
1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No
1j. Is the project located in a designated trout watershed?
C Yes r No
F. Applicant Information
1d. Who is applying for the permit?
r Owner W 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:
Various (Public Utility Easement)
2b. Deed book and page no.:
2c. Responsible party:
2d.Address
Street Address
Various
Address tine 2
city
New Bern
Postal / Zip Code
28560
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
r Unknown
State / Rovince / Region
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No
u

3. Applicant Information (if different from owner)
3a. Name:
City of New Bern c/o Mr. Jordan Hughes
3b. Business Name:
3c.Address
Street Address
300 Pollock Street
Address Line 2
city
New Bern
Pbstal / Zip Code
28560
3d. Telephone Number:
[phone]
3f. Email Address:*
hughesj@ne,Abernnc.gov
4. Agent/Consultant (if applicable)
4a. Name:
Kim Williams
4b. Business Name:
Land Management Group
4c.Address
Street Address
3805 Wrightsville Avenue; Suite 15
Address Line 2
city
Wilmington
Fbstal / Zip Code
28403
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
NWP Agent Auth Signed. pdf
State / F nwince / Fbgion
NC
Country
USA
3e. Fax Number:
State / F ?ovine / Fbgion
NC
Country
USA
4e. Fax Number:
[phone]
140.61 KB
C. Project Information and Prior Project History l^J
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town
New Bern
2. Project Identification
2a. Property Identification Number:
2b. Property size:
Public Utility Easement
— 10 acres
2c. Project Address
Street Address
Along various roads in TWP 7
Address Line 2
city
State / F Twine / Fbgion
New Bern
NC
Pbstal / Zip Code
Country
28560
USA
3. Surface Waters

3a. Name of the nearest body of water to proposed project:*
Trent River; Scotts Creek; Lawson Creek
3b. Water Resources Classification of nearest receiving water:*
SB, Sw, NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202040305
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 13,600-ft corridor consists of a mix of forested areas, the Trent River, Lawson Creek, Scott Creek, and an existing
road rights of way. Adjacent land use is varied and consists of forested areas, roads, and commercial and residential development.
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)
Topo.pdf 1.93MB
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.pdf 343KB
4f. List the total estimated acreage of all existing wetlands on the property:
-0.4 ac
4g. List the total estimated linear feet of all existing streams on the property:
-100LF
4h. Explain the purpose of the proposed project:*
The purpose of the project is to provide wastewater service to a portion of Township 7 in New Bern, NC. This project Will remove a portion of the flow from the Township 7 community
that is currently being pumped through an existing 8-inch force main. The project will also replace the existing Pump Station #10 with a flood -proof wet well and valve vault, and elevate
controls above the 100-year base flood elevation. Temporary impacts to wetlands are needed to install the line.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project consists of constructing approximately 13,600 linear feet (LF) of 12-inch sewer force main, including four 320 LF to 2,100 LF directional bores, and replacement of the
existing Pump Station #10 in New Bern, North Carolina. This project will remove a portion of the flowfrom the Township 7 community that is currently being pumped through an existing
8-inch force main. The project will also replace the existing Pump Station #10 with a flood -proof wet well and valve vault, and elevate controls above the 100-year base flood elevation.
Also note that the City plans to install - 3,250 LF of water line under the Trent River as well. This line will remain dry until it is ready to be put in service following future improvement
projects.
4j. Please upload project drawings for the proposed project.
TWSP 7 Site Plan Drawings.pdf 4.95MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2016-02447
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Paul Farley
Agency/Consultant Company: Land Management Group
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
Gary Beecher with the USACE issued the PJD in 2016.
5d1. Jurisdictional determination upload
SAW-2016-02447-PJD.pdf
1.98 MB
6. Future Project Plans

6a. Is this a phased project?*
r Yes r No
Are anyother NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity?
ND
D. Proposed Impacts Inventory
1. Impacts Summary
Ia. Where are the impacts associated with your project? (check all that apply):
W Wetlands r Streams -tributaries F Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
!a. Site #* (?) 2al Reason (?) 2b. Impact type * (?) �2c. Type of W. 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition*(?) area*
I Install sewer line T ffRiverine Swamp Forest WA Yes Both 0.050
(acres)
2g. Total Temporary Wetland Impact
0.050
2g. Total Wetland Impact
0.050
2h. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
2g. Total Permanent Wetland Impact
0.000
Ia. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The sewer line will be placed within road rights -of -way to avoid most of the wetlands in the corridor. Additionally, the line will be directionally bored
under three streams to avoid impacts to these resources. One small temporary wetland impact is needed where a bore ends. The line could not be
moved into uplands because this would push it out of the eAsting easement.
tb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The sewer line will be directionally bored under three streams.
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:
Only 0.05 acre of temporary wetland impact is proposed.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
Ia. 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 SMNT)
r Other SCM that removes minimum 30 % nitrogen
W Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No

2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
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
U
1b. 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 (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
r Yes r No
Comments:
An EA was not required for the project.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
Project will not a)pand sewer services. it will update existing infrastructure.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut 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?
The NC Natural Heritage Program database was reviewed to determine if any rare species are known to occur within or near the project area. No
federally protected species are known to occur within the site. The Atlantic sturgeon, shortnose sturgeon, West Indian manatee, American alligator,
and sensitive joint -vetch are known to occur within one mile of the corridor. The animals are all aquatic and likely occur within the Neuse and Trent
Rivers. The project will bore under all streams and no impacts to any rare aquatic species is anticipated. The sensitive joint -vetch is found in intertidal
zone of coastal areas. Suitable habitat for this species does not exist within the site. A majority of the corridor is an existing maintained road ROW. No
impact to federally protected species from the project is anticipated.
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
Are there submerged aquatic vegetation (SAV) around the project vicinity?*
r Yes
r No
r Unknown
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA's EFH Mapper tool determined that waters in or near the project support EFH for bluefish, Atlantic butterfish, and summer flounder. Streams
within the site will be directionally bored and no impacts to EFH are anticipated.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes
r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The SHPO HPOWEB GIS website was reviewed. The northern part of the corridor runs along the New Bern Historic District Expansion Area (CV 2307).
The project engineer has been in contact with both the New Bern Historic Society as well as the Office of State Archaeologist to ensure proper
mitigation to historical sites.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes
r No
8b. If yes, explain how project meets FEMA requirements:
The project engineer will ensure that FEMA requirements are met.
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Map Service Center website
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Aerial.pdf 3.03MB
Vicinity.pdf 1.63MB
r
Signature u
FZ By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Kimberlee C Williams
Signature
CltGrords2l�r ��%rl!semc•
Date
11 /4/2020

AGENT AUTHORIZATION FORM
TO WHOM IT MAY CONCERN:
I/we, 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 the TWSP 7 Sewer Force Main Improvements project located in Craven County, NC. All
questions regarding this project should be directed to Land Management Group.
Sincerely,
�o I�
Applicant
"S6y-✓�ni Ri. Nl/�NF1 _ G/Ty �NC�/L
Print Name z
Date
www.lmgroup.net •[e-mail] • Phone: [phone] •Fax: [phone]
3805 Wrightsville Avenue, Suite 15 •Wilmington, NC 28403

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3805 Wrightsville AvenueWilmington, NC 28403(910) 452-0001
Topographic Map
TWSP 7 Sewer Force Main ImprovementsCraven County, NC
Map Date: October 2020LMG20.371
Boundaries are approximate and not meant to be absolute.Map Source: Topographic Mosaic for Craven County ¯
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3805 Wrightsville AvenueWilmington, NC 28403(910) 452-0001
Soils Map
TWSP 7 Sewer Force Main ImprovementsCraven County, NC
Map Date: October 2020LMG20.371
Boundaries are approximate and not meant to be absolute.Map Source: Web Soils Data ¯
Legend
Esri, HERE, Garmin, (c) OpenStreetMap contributors
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3805 Wrightsville AvenueWilmington, NC 28403(910) 452-0001
Aerial Ph oto grap h with Corrid o r
TWSP 7 Sewer Force Main ImprovementsCraven County, NC
Map Date: October 2020LMG20.371
Boundaries are approximate and not meant to be absolute.Map Source: Army Map Service 1950 Aerial Photography ¯
Legend
Pro posed Directional Bore
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NR Can, Esri Japan, METI, EsriChina (Hong Kong), Esri Korea, Esri (Thailand), NGCC, © OpenStreetMap contributors, and theGIS User Community
0 1 20.5 Miles
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3805 Wrightsville AvenueWilmington, NC 28403(910) 452-0001
Vicinity Map
TWSP 7 Sewer Force Main ImprovementsCraven County, NC
Map Date: October 2020LMG20.371
Boundaries are approximate and not meant to be absolute.Map Source: World Street Map ¯
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NEUSE RIVERTRENT RIVER LAWSON CREEKAIRLINE DRTERMINAL DRWILLIAMS RD - SR 1167US HWY 70 EWILLIAMS RD - SR 1167KELSO RD - SR 1167US HWY 17
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SHEET No.SCALE:PROJECT No.CHECKDRAFTDESIGNSURVEYJAMES CITY, TOWNSHIP 7, CRAVEN COUNTY NORTH CAROLINA REVISIONS:APP'DDATEDESCRIPTIONREV.
Engineers
Planners
Surveyors
Landscape Architects
107 East Second Street
Greenville, NC 27858
[phone]
NC License: F-0334
r i v e r s a n d a s s o c i a t e s .c o mDRAWING No.Do Not Use for Construction - PRELIMINARYTWSP 7 SEWER FORCE MAIN IMPROVEMENTSPRELIM
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COVER SHEET
JUNE 09, 2020-MBHLC/JIMMBH2016009W-3689AS NOTEDG1JAMES CITYANDTOWNSHIP 7COASTAL CAROLINAREGIONAL AIRPORTC02C03C04C05C06C07C09C10C11C12C13PS01 - PS05PROPOSED PUMP STATIONAND GENERATORSheet List TableSheet NumberSheet TitleG1 COVER SHEETG2 SURVEY CONTROL DATAG3 LEGEND AND NOTESG4 NOTESEC01 GROUND STABILIZATION AND MATERIALS HANDLINGEC02 SELF-INSPECTION, RECORDKEEPING AND REPORTINGEC03 EROSION CONTROL NOTESEC04 EROSION CONTROL DETAILSEC05 EROSION CONTROLEC06 EROSION CONTROLEC07 EROSION CONTROLEC08 EROSION CONTROLEC09 EROSION CONTROLEC10 EROSION CONTROLC01 PLAN - PROFILEC02 PLAN - PROFILEC03 PLAN - PROFILEC04 PLAN - PROFILESheet List TableSheet NumberSheet TitleC05PLAN - PROFILEC06PLAN - PROFILEC07PLAN - PROFILEC08PLAN - ENLARGEMENTC09PLAN - PROFILEC10PLAN - PROFILEC11PLAN - PROFILEC12PLAN - PROFILEC13PLAN - PROFILEPS01 PUMP STATION SITE PLANPS02 PUMP STATION PLAN AND SECTIONSPS03 PS BUILDING AND PLATFORM ELEVATIONSPS04 PS BUILDING AND PLATFORM - PLAN AND SECTIONPS05 STRUCTURAL PLAN AND SECTIOND1 DETAILSD2 DETAILSD3 DETAILS0600'1200'300'600'1 inch = ft 600GRAPHIC SCALECRAVEN COUNTYCITY OFNEW BERNJAMESCITYBRIDGETONTRENTWOODSRIVERBENDPROPOSED12" FORCE MAINPROPOSED12" FORCE MAINPROPOSED12" FORCE MAINAND12" WATER MAINPROPOSED12" FORCE MAINC08 PLANTRENT RIVER
PIPE LEGEND RESTRAINED JOINT40 LF MIN. EACH SIDE OFHORIZONTAL OR VERTICALFITTINGS OR VALVESRJDIPHDPECASINGDIPRJNOTE:SEE SHEETS EC05 AND EC10 FOR EROSION CONTROLMEASURES, CONSTRUCTION ENTRANCES ANDCLEARING AND GRUBBING.-20-19-18-17-16-15-14-13-12-11-10-9-8-7-6-5-4-3-2-10123456789101112131415+50 +7521+00+25 +50 +7522+00+25 +50 +7523+00+25 +50 +7524+00+25 +50 +7525+00+25 +50 +7526+00+25 +50 +7527+00+25 +50 +7528+00+25 +50 +7529+00+25 +50 +7530+00+25 +50 +7531+00+25 +50 +7532+00+25 +50 +7533+00-20-19-18-17-16-15-14-13-12-11-10-9-8-7-6-5-4-3-2-1012345678910111213141575' RJDIP (MIN)65LF - 24" STEEL CASINGINSTALL BY JACK AND BORE316'±MAINTAIN 6' MIN BELOWEXISTING STREAM BOTTOMTO TOP OF REAMER370'± HORIZONTAL DISTANCECOMBINATIONAUTOMATICAIR/VACUUM VALVE1D15.8'± 3' MIN12" FUSED C900 (14"HDPE) SANITARYSEWER FORCE MAIN4.3'±(3'MIN)3.3'±(3'MIN)3.0'±(3'MIN)DIP, THRUST COLLARAND HDPE ADAPTER6D26D2DIP, THRUST COLLARAND HDPE ADAPTER12" SANITARY SEWERFORCE MAIN12" SANITARY SEWERFORCE MAINRELOCATE EXISTINGFORCE MAIN ASREQUIREDBORE PITR=600'±R=600'±11°±EXISTING GRADESTA: 25+2745° BEND(H/V)STA: 22+1145° BEND(H/V)STA: 27+69STA: 25+6145° BEND(H)STA: 28+1011-1/4° BEND(H)STA: 31+93STA: 31+28LANDS\2020 WETLANDS FILES\LMG20.371 --- New Bern TWP 7, Blaine Humphrey\Maps from Engineer\20200930 NBTWP7 Plan-Prof.dwg-C03; KW0022;29-Oct-20 @ 3:23:19 PMSHEET No.SCALE:PROJECT No.CHECKDRAFTDESIGNSURVEYDRAWING No.PLAN - PROFILEJUNE 09, 2020-MBHLC/JM2016009W-3689AS NOTEDC0301 inch = ftHORZ. SCALE01 inch = ftVERT. SCALE804'8'2'40'20'40'CROSS COUNTRY / GLENN DR SR 1195MATCH STA 20+50 - SHEET C02MATCH STA 33+00 - SHEET C04AREA OF SUPPLEMENTALFIELD SURVEY BY RIVERSAND ASSOCIATES8
PIPE LEGEND RESTRAINED JOINT40 LF MIN. EACH SIDE OFHORIZONTAL OR VERTICALFITTINGS OR VALVESRJDIPHDPECASINGDIPRJ-45-44-43-42-41-40-39-38-37-36-35-34-33-32-31-30-29-28-27-26-25-24-23-22-21-20-19-18-17-16-15-14-13-12-11-10-9-8-7-6-5-4-3-2-1012-45-44-43-42-41-40-39-38-37-36-35-34-33-32-31-30-29-28-27-26-25-24-23-22-21-20-19-18-17-16-15-14-13-12-11-10-9-8-7-6-5-4-3-2-1012-25-24-23-22-21-20-19-18-17-16-15-14-13-12-11-10-9-8-7-6-5-4-3-2-1012345678910111213141516171819202122-25-24-23-22-21-20-19-18-17-16-15-14-13-12-11-10-9-8-7-6-5-4-3-2-1012345678910111213141516171819202122TRENT RIVERR=600'±R=600'±APPROX. WATER LEVELR=600'±R=600'±12" FUSED C900 (14"HDPE) SANITARYSEWER FORCE MAIN12" FUSED C900 (14"HDPE) WATER FORCEMAINOLD US 70 - SR 1147TRENT VILLAS LANDING3.4'±(3'MIN)3.0'±(3'MIN)DIP, THRUST COLLARAND HDPE ADAPTER6D212" WATER MAIN11°±EXISTING GRADEEXISTING 8" PVCGRAVITY SEWERAPPROXIMATERAILROAD R/W3.3'±(3'MIN)STA: 87+08TIE IN11-1/4° BEND12" SANITARY SEWERFORCE MAINSTA: 86+91TIE IN11-1/4° BEND6D2STA: 82+871.5'MIN6.8'±(5.5' MIN)STA: 86+0012" PLUG VALVESTA: 86+0012" GATE VALVE1.5'MIN12" FUSED C900 (14"HDPE) SANITARYSEWER FORCE MAIN12" FUSED C900 (14"HDPE) WATER FORCEMAIN3.3'±5.9'±NOTE:SEE SHEETS EC05 AND EC10 FOR EROSION CONTROLMEASURES, CONSTRUCTION ENTRANCES ANDCLEARING AND GRUBBING.LANDS\2020 WETLANDS FILES\LMG20.371 --- New Bern TWP 7, Blaine Humphrey\Maps from Engineer\20200930 NBTWP7 Plan-Prof.dwg-C09; KW0022;29-Oct-20 @ 3:49:09 PMSHEET No.SCALE:PROJECT No.CHECKDRAFTDESIGNSURVEYDRAWING No.PLAN - PROFILEJUNE 09, 2020-MBHLC/JM2016009W-3689AS NOTEDC0901 inch = ftHORZ. SCALE01 inch = ftVERT. SCALE 80 84'8'2'40'20'40'MATCH STA 80+00 - SHEET C07MATCH STA 91+00 - SHEET C10TRENT VILLA LANDING / TRENT RIVER
PIPE LEGEND RESTRAINED JOINT40 LF MIN. EACH SIDE OFHORIZONTAL OR VERTICALFITTINGS OR VALVESRJDIPHDPECASINGDIPRJ91+00+25+50+7592+00+25 +50+7593+00+25 +50+7594+00+25 +50+7595+00+25 +50+7596+00+25 +50+7597+00+25 +50+7598+00+25 +50+7599+00+25 +50+75100+00+25 +50+75101+00+25 +50+75102+00+25 +50+75103+00-47-46-45-44-43-42-41-40-39-38-37-36-35-34-33-32-31-30-29-28-27-26-25-24-23-22-21-20-19-18-17-16-15-14-13-12-11-10-9-8-7-6-5-4-3-2-10123456789-47-46-45-44-43-42-41-40-39-38-37-36-35-34-33-32-31-30-29-28-27-26-25-24-23-22-21-20-19-18-17-16-15-14-13-12-11-10-9-8-7-6-5-4-3-2-10123456789102087'± - FORCE MAINR=2000'±21.1'±±MAINTAIN 21' MIN BELOWEXISTING RIVER BOTTOMTO TOP OF REAMEREXISTING GRADEAPPROX. WATER LEVELTRENT RIVERR=2000'±12" FUSED C900(14" HDPE)WATER MAINMAINTAIN 5' MINVERTICAL SEPARATIONBETWEEN WATER ANDSEWER MAINS2074'± - WATER MAIN12" FUSED C900 (14"HDPE) SANITARYSEWER FORCE MAINNOTE:SEE SHEETS EC05 AND EC10 FOR EROSION CONTROLMEASURES, CONSTRUCTION ENTRANCES ANDCLEARING AND GRUBBING.LANDS\2020 WETLANDS FILES\LMG20.371 --- New Bern TWP 7, Blaine Humphrey\Maps from Engineer\20200930 NBTWP7 Plan-Prof.dwg-C10; KW0022;29-Oct-20 @ 3:44:29 PMSHEET No.SCALE:PROJECT No.CHECKDRAFTDESIGNSURVEYDRAWING No.PLAN - PROFILEJUNE 09, 2020-MBHLC/JM2016009W-3689AS NOTEDC1001 inch = ftHORZ. SCALE01 inch = ftVERT. SCALE80 84'8'2'40'20'40'TRENT RIVERMATCH STA 103+00 - SHEET C11MATCH STA 91+00 - SHEET C09
PIPE LEGEND RESTRAINED JOINT40 LF MIN. EACH SIDE OFHORIZONTAL OR VERTICALFITTINGS OR VALVESRJDIPHDPECASINGDIPRJ-25-24-23-22-21-20-19-18-17-16-15-14-13-12-11-10-9-8-7-6-5-4-3-2-1012345678910111213141516171819202122232425-25-24-23-22-21-20-19-18-17-16-15-14-13-12-11-10-9-8-7-6-5-4-3-2-1012345678910111213141516171819202122232425NOTE:SEE SHEETS EC05 AND EC10 FOR EROSION CONTROLMEASURES, CONSTRUCTION ENTRANCES ANDCLEARING AND GRUBBING.TRENT RIVERR=600'±R=600'±20.0'±±MAINTAIN 20' MIN BELOWEXISTING RIVER BOTTOMTO TOP OF REAMER4.0'±(3'MIN)3.3'±(3'MIN)4.3'±(3'MIN)DIP, THRUST COLLARAND HDPE ADAPTER6D2EXISTING GRADEAPPROX. WATER LEVEL12" SANITARY SEWERFORCE MAINR=600'±R=600'±MAINTAIN 5' MINVERTICAL SEPARATIONBETWEEN WATER ANDSEWER MAINS12" FUSED C900SANITARY SEWERFORCE MAIN1.5'MINSTA: 107+7912" WATER MAINSTA: 108+03PLUGSTA: 109+5611-1/4° BEND(H)STA: 109+5022-1/2° BEND(H)STA: 109+9045° BEND(H)STA: 107+821D1COMBINATIONAUTOMATICAIR/VACUUM VALVESTA: 109+665.9'±(5.5' MIN)12" FUSED C900(14" HDPE)WATER MAIN12" FUSED C900 (14"HDPE) SANITARYSEWER FORCE MAINLANDS\2020 WETLANDS FILES\LMG20.371 --- New Bern TWP 7, Blaine Humphrey\Maps from Engineer\20200930 NBTWP7 Plan-Prof.dwg-C11; KW0022;29-Oct-20 @ 3:53:42 PMSHEET No.SCALE:PROJECT No.CHECKDRAFTDESIGNSURVEYDRAWING No.PLAN - PROFILEJUNE 09, 2020-MBHLC/JM2016009W-3689AS NOTEDC11TRENT RIVERMATCH STA 103+00 - SHEET C10MATCH STA 115+00 - SHEET C1201 inch = ftHORZ. SCALE01 inch = ftVERT. SCALE80 84'8'2'40'20'40'AREA OF SUPPLEMENTALFIELD SURVEY BY RIVERSAND ASSOCIATES
PIPE LEGEND RESTRAINED JOINT40 LF MIN. EACH SIDE OFHORIZONTAL OR VERTICALFITTINGS OR VALVESRJDIPHDPECASINGDIPRJLAWSON CREEK779'±819'± HORIZONTAL DISTANCE20.5'20' MINCOMBINATIONAUTOMATICAIR/VACUUM VALVE1D1R=600'
R=3500'R=600'R=3500'11°±13°±DIP, THRUST COLLARAND HDPE ADAPTERDIP, THRUST COLLARAND HDPE ADAPTER6D23.4'±(3'MIN)3.6'±(3'MIN)6D212" SANITARY SEWERFORCE MAIN12" FUSED C900SANITARY SEWERFORCE MAIN12" SANITARY SEWERFORCE MAINAPPROX. WATER LEVELSTA: 115+77STA: 115+9445° BEND(H)STA: 126+0245° BEND(H/V)STA: 125+0711-1/4° BEND(V)STA: 125+2722-1/2° BEND(H/V)STA: 125+3145° BEND(H/V)STA: 125+74STA: 124+37STA: 116+59115+00+25+50 +75116+00+25 +50 +75117+00+25 +50 +75118+00+25 +50 +75119+00+25 +50 +75120+00+25 +50 +75121+00+25 +50 +75122+00+25 +50 +75123+00+25 +50 +75124+00+25 +50 +75125+00+25 +50 +75126+00+25-35-34-33-32-31-30-29-28-27-26-25-24-23-22-21-20-19-18-17-16-15-14-13-12-11-10-9-8-7-6-5-4-3-2-1012345678910111213141516-35-34-33-32-31-30-29-28-27-26-25-24-23-22-21-20-19-18-17-16-15-14-13-12-11-10-9-8-7-6-5-4-3-2-1012345678910111213141516NOTE:SEE SHEETS EC05 AND EC10 FOR EROSION CONTROLMEASURES, CONSTRUCTION ENTRANCES ANDCLEARING AND GRUBBING.LANDS\2020 WETLANDS FILES\LMG20.371 --- New Bern TWP 7, Blaine Humphrey\Maps from Engineer\20200930 NBTWP7 Plan-Prof.dwg-C12; KW0022;30-Oct-20 @ 11:36:27 AMSHEET No.SCALE:PROJECT No.CHECKDRAFTDESIGNSURVEYDRAWING No.PLAN - PROFILEJUNE 09, 2020-MBHLC/JM2016009W-3689AS NOTEDC12LAWSON CREEK PARK RD / LAWSON CREEK01 inch = ftHORZ. SCALE01 inch = ftVERT. SCALE80 84'8'2'40'20'40'MATCH STA 115+00 - SHEET C11MATCH STA 126+00 - SHEET C13AREA OF SUPPLEMENTALFIELD SURVEY BY RIVERSAND ASSOCIATES
PIPE LEGEND RESTRAINED JOINT40 LF MIN. EACH SIDE OFHORIZONTAL OR VERTICALFITTINGS OR VALVESRJDIPHDPECASINGDIPRJ+75126+00+25 +50 +75127+00+25 +50 +75128+00+25 +50 +75129+00+25 +50 +75130+00+25 +50 +75131+00+25 +50 +75132+00+25 +50 +75133+00+25 +50 +75134+00+25 +50 +75135+00+25 +50 +75136+00+25 +50 +75137+00-20-19-18-17-16-15-14-13-12-11-10-9-8-7-6-5-4-3-2-1012345678910111213141516-20-19-18-17-16-15-14-13-12-11-10-9-8-7-6-5-4-3-2-1012345678910111213141516TIE INTO EXISTINGFORCE MAIN4.1'±(3'MIN)12" SANITARY SEWERFORCE MAIN12" SANITARY SEWERFORCE MAINinvert?12"PLUG VALVE12x14 MJ REDUCEREXISTING GRADESTA: 135+9814" 90° BEND(H)STA: 126+3011-1/4° BEND(V)STA: 127+2922-1/2° BEND(H)STA: 128+9422-1/2° BEND(H)STA: 129+8445° BEND(H)STA: 130+9422-1/2° BEND(H)STA: 130+9911-1/4° BEND(H)STA: 133+0211-1/4° BEND(H)STA: 128+4522-1/2° BEND(H)NOTE:SEE SHEETS EC05 AND EC10 FOR EROSION CONTROLMEASURES, CONSTRUCTION ENTRANCES ANDCLEARING AND GRUBBING.LANDS\2020 WETLANDS FILES\LMG20.371 --- New Bern TWP 7, Blaine Humphrey\Maps from Engineer\20200930 NBTWP7 Plan-Prof.dwg-C13; KW0022;2-Nov-20 @ 7:39:03 PMSHEET No.SCALE:PROJECT No.CHECKDRAFTDESIGNSURVEYDRAWING No.PLAN - PROFILEJUNE 09, 2020-MBHLC/JM2016009W-3689AS NOTEDC13CROSS COUNTRY / FRONT ST01 inch = ftHORZ. SCALE01 inch = ftVERT. SCALE 80 84'8'2'40'20'40'MATCH STA 126+00 - SHEET C12AREA OF SUPPLEMENTALFIELD SURVEY BY RIVERSAND ASSOCIATESSEE SHEET PS01