20210507 Ver 1_ePCN Application_20210406

Kimley»>Horn
April 6, 2021
Mr. Brad Shaver
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Mr. Rick Trone
NC Division of Water Resources
401 and Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
RE: Pre -Construction Notification Application
Water and Wastewater Repairs Phase 11— Replace Water & Sewer Mains to Onslow Beach
Marine Corps Base Camp Lejeune, Onslow County, NC
Dear Mr. Shaver and Mr. Trone,
1. The enclosed application to replace the existing water main and sewer force main to Onslow
Beach on MCB Camp Lejeune is submitted for your review and approval.
2. MCB Camp Lejeune proposes to replace the existing water main and sewer main that runs
along Mockup Road, under the Atlantic Intracoastal Waterway (AIWW), to Onslow Beach.
3. The new water and sewer mains will be installed via HDD at a minimum of 20 feet below the
maximum channel depth of the AIWW, within existing easement. The existing sewer main will remain
active and will be connected to the new, proposed sewer main, which will serve as the primary force
main to Onslow Beach. The new water main will connect to the existing water main on both the east
and west side of the AIWW. The drill rig and boring pit locations for both the water and sewer mains
will be staged in uplands on the east side of the AIWW, outside of any wetlands, coastal wetlands, and
the AIWW to avoid impacts. The pipe string -out area will be along Mockup Road and is designed to not
impact ingress/egress to the water treatment plant on Mockup Road or limit the use of Mockup Road
for vehicular or pedestrian traffic.
4. The project also includes the removal of the exposed existing 10" water main that crosses
under the AIWW to Onslow Beach, which poses a navigational hazard. Approximately 300' of water
main on the western side of the AIWW has been exposed by natural erosive forces and is now floating
close to the bottom of the AIWW. The exposed portion of water main will be removed, while the buried
portion will be abandoned in place.
5. The existing water main will be hand excavated on the west side of the AIWW shoreline at low
tide. The design plans show the low -tide edge of water through the project area, however, impacts were
kimley-horn.com
421 Fayetteville Street, Suite 600, Raleigh, NC 27601
919 677 2000

Kimley>»Horn
Page 2
calculated based on observed normal high water in the project area. A diver will be used to cut and cap
the water main on the AIWW channel bottom, which will be removed via barge.
6. Camp Lejeune is notifying USACE and requesting authorization under Section 404 of the Clean
Water Act of 1972 and Section 10 of the Rivers and Harbors Act of 1899 due to the surface water
classification of the AIWW and the presence of federally listed threatened and endangered species in
the vicinity of the project.
7. The proposed project will not have any permanent impacts to wetlands, coastal wetlands, or
the AIWW, however, temporary disturbance to the AIWW will result from removal of the existing water
main within the waterway. The installation will adhere to all applicable state, and federal regulations
regarding the construction, maintenance and operation of the replaced utilities.
8. The point of contact for this project is Ms. Jessi Baker, Environmental Conservation Branch,
Environmental Management Division, G-F at telephone [phone] or email jessi.baker©usmc.mil.
Sincerely,
Kimley-Horn and Associates, Inc.
Jason Hartshorn, PWS
Cc: Mr. Rick Trone - NCDWR 401 & Buffer Permitting Unit
kimley-horn.com
421 Fayetteville Street, Suite 600, Raleigh, NC 27601
919 677 2000

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Has this project met the requirements for acceptance in to the review process?*
6 Yes
C No
Is this project a public transportation project?*
CYes r No
Change only 1 needed.
BIMS # Assigned* Version#*
20210507 1
Is a payment required for this project?*
No payment required
�- Fee received
6 Fee needed - send electronic notification
Reviewing Office *
Wilmington Regional Office - [phone]
Information for Initial Review
What amout is owed?*
F $240.00
$570.00
Select Project Reviewer*
Holley Snider:eads\hasnider
1a. Name of project:
MCB Camp Lejeune - Replace Water and Sewer Mains to Onslow Beach
1a. Who is the Primary Contact?*
Jessi Baker, Environmental Planning Program Manager
lb. Primary Contact Email:* lc. Primary Contact Phone:*
[e-mail]
Date Submitted
4/6/2021
Nearest Body of Water
Atlantic Intracoastal Waterway
Basin
White Oak
Water Classification
SA; HOW
Site Coordinates
Latitude:
34.569994
Pre -Filing Meeting Information
ID#
Pre -fling Meeting or Request Date*
3/4/2021
Longitude:
-77.277506
Attach documentation of Pre -Filing Meeting Request here:*
Onslow HDD DWR Pre -Filing Meeting Request Form.pdf
[phone]
Version
50.7KB
A. Processing Information
County (or Counties) where the project is located:
Onslow

Is this a NCDMS Project
C- Yes f No
Is this project a public transportation project?*
C- Yes f No
la. Type(s) of approval sought from the Corps:
[7 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
(7 Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
C- Yes
G No
1b. What type(s) of permit(s) do you wish to seek authorization?
fJ Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
✓ Yes F No
Nationwide Permit (NWP) Number: Multiple NWP #'s (specify below)
NWP Numbers (for multiple NWPS):
58
Id. Type(s) of approval sought from the DWR:
17 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
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:
If. Is this an after -the -fact permit application?*
C- Yes f No
✓ 401 Water Quality Certification - Express
✓ Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
C Yes ( No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
C- Yes r No
Acceptance Letter Attachment
lh. Is the project located in any of NC's twenty coastal counties?
(' Yes C No
1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
6 Yes
r No C- Unknown
1j. Is the project located in a designated trout watershed?
C' Yes (' No
B. Applicant Information
Id. Who is applying for the permit?
7 Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
C- Yes (' No
2. Owner Information
2a. Name(s) on recorded deed:
USA
2b. Deed book and page no.:
Military
2c. Responsible party:
Neal Paul, Deputy Director MCB Camp Lejeune Public Works Dept.
✓ Yes (' No
✓ Yes 6 No

2d.Address
Street Address
1005 Michael Road
Address Line 2
ATTN: Jessi Baker
aH
Camp Lejeune
Fbstal / Zip Code
28547
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rovince / Region
NC
Country
USA
2f. Fax Number:
C. Project Information and Prior Project History
V
1. Project Information
1b. Subdivision name:
(if appropriate)
N/A
lc. Nearest municipality / town:
Jacksonville
2. Project Identification
2a. Property Identification Number:
N/A (Linear Utility Project)
2b. Property size:
18.96
2c. Project Address
Street Address
N/A (Linear Utility Project)
Address Line 2
0ly State / Rovince / Region
Camp Lejeune NC
Fbstal / Zip Code Country
28539 USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Atlantic Intracoastal Waterway
3b. Water Resources Classification of nearest receiving water:*
SA; HOW
3c. What river basin(s) is your project located in?*
White Oak
3d. Please provide the 12-digit HUC in which the project is located.
030203020302
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 proposed project is located along Mockup Road, across the Atlantic Intracoastal Waterway (AIWW), to Onslow Beach, and terminates northwest of Ocean Drive within Marine Corps
Base (MCB) Camp Lejeune in Onslow County, North Carolina. The project site is largely composed of existing roadway, maintained roadway right-of-way, existing water line easement,
undeveloped forested/marsh areas, and the AIWW. The project vicinity is primarily composed of undeveloped forested areas, the AIWW, utility easements, and an existing roadway.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes F 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)
Onslow HDD_Fig2_USGS.pdf 1.36MB
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)
Onslow HDD_Fig4_NRCS.pdf 1.97MB
4f. List the total estimated acreage of all existing wetlands on the property:
5.42 acres
4g. List the total estimated linear feet of all existing streams on the property:

N/A
4h. Explain the purpose of the proposed project:*
The purpose of the project is to replace the existing water main and install a new sewer force main that crosses the Atlantic Intracoastal Waterway (AIWW) from Mockup Road in existing
easements to provide service to Onslow Beach. The existing sewer force main will remain active to provide redundancy to Onslow Beach, while the new sewer force main will be the
primary force main servicing Onslow Beach. The existing water main is currently a navigational hazard within the AIWW, and it is critical that it be removed to improve safety within the
channel.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The proposed project will install the new water main via horizontal directional drilling (HDD) at a minimum of 20 feet below the maximum channel depth of the AIWW, within existing
easement. The new water main will connect to the existing water main on both the east and west sides of the AIWW. The existing sewer force main will remain active and in place, and
will be connected to the new, proposed sewer main, which will serve as the primary force main to Onslow Beach. The drill rig and boring pit locations for both the water and sewer force
mains will be staged in uplands on the east side of the AIWW, outside of any wetlands, coastal wetlands, and the AIWW to avoid impacts. The pipe string -out area will be along Mockup
Road and is designed to not impact ingress/egress to the water treatment plant on Mockup Road or limit the use of Mockup Road for vehicular or pedestrian traffic.
The project also includes the removal of the exposed existing 10" water main that crosses under the AIWW to Onslow Beach, which poses a navigational hazard. Approximately 300' of
water main on the western side of the AIWW has been exposed by natural erosive forces and is now floating close to the bottom of the AIWW. The exposed portion of water main will be
removed, while the buried portion will be abandoned in place. The existing water main will be hand excavated and hand cut on the west side (mainland) of the AIWW shoreline at low tide
(note - the design plans show the low -tide edge of water through the project area, however, impacts were calculated based on observed normal high water in the project area). A diver
will then be used to cut and cap the water main on the AIWW channel bottom. The cut section of water main will then be removed via barge and transported for proper disposal. The
barge required for removing the water main piping within the AIWW will be removed upon the completion of the project construction process and will not impede navigation or recreation
access to the AIWW.
Equipment typical of HDD water and sewer line installation will be utilized for the proposed project. Typical construction equipment will be utilized for setting up the bore pits including
excavators and dump trucks. The water main removal operation will utilize a barge for in -water work.
4j. Please upload project drawings for the proposed project.
07_100% Design Package_WATER AND SEWER PLANS.pdf
05b_Onslow HDD_Fig6_ImpactDrawings.pdf
05c_Onslow HDD_Fig6.1_Impact Drawngs.pdf
05d_Onslow Site1_Impact Tables.pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
( Yes r' No
Comments:
A Preliminary Jurisdictional Determination Request for the proposed project is included as part of
this permit application.
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
C' Preliminary C' Approved C' Not Verified C' Unknown F N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Othe r:
Jason Hartshorn, PWS and Mackenzie Richards
Kimley-Horn
6.98MB
626.88KB
509.09KB
3.93KB
5d1. Jurisdictional determination upload
04b_Onslow HDD_PJD Package_signed.pdf 1.9MB
6. Future Project Plans
6a. Is this a phased project?*
✓ Yes r'No
' Unknown
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, there are no anticipated additional or future projects associated with the proposed project.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
r Wetlands r Streams -tributaries
rJ Open Waters r Pond Construction
4. Open Water Impacts
❑ Buffers
4a. Site #
4a1. Impact Reason
4b. Impact type
4c. Name of waterbody
4d. Activity type
4e. Waterbodytype
4f. Impact area

Utility (Water Main
Removal)
T
Atlantic Intracoastal Waterway
Other
Other
0.35
4g. Total temporary open water Impacts:
0.35
4g. Total open water impacts:
0.35
4g. Total permanent open water impacts:
0.00
4h. Comments:
Unavoidable temporary impacts will result form the removal of the exposed, existing water main within the AIWW, but will remain within the existing
water main easement. The temporary disturbance will be concentrated in two small areas, one at the low tide line on the west side of the AIWW, and
another approximately 300' away on the AIWW channel bottom. No permanent or temporary open water impacts will result from the installation of the
underground water main and sewer main via horizontal directional drilling. The drill rigs, boring pit locations, and pipe string -out areas will be staged in
uplands, outside of the normal high water mark for the AIWW.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Impacts to wetlands and the AIWW and have been avoided and minimized to the greatest extent practical. No permanent impacts to the AIWW or
wetlands are proposed as part of the project design. For the proposed project, the new water main and sewer main will be installed by a horizontal
directional drill (HDD) at a minimum of 20 feet below the maximum channel depth of the AIWW and within the existing utility easements to avoid all
impacts. The proposed drill rig, boring pit locations, and string -out area for both the water main and sewer main are located in uplands, approximately
800' landward of the normal high water mark for the AIWW, and were designed to avoid impacts to wetlands and the AIWW. The exposed section of
existing water main piping within the AIWW will be removed and the remaining piping between connection points will be abandoned in place by cutting
and capping each end of the line. Removal of the existing water main within the waterway will be accomplished with an excavator working from a barge
and a diver to avoid permanent impacts and minimize temporary impacts to the AIWW. Additionally, temporary impacts to the AIWW will remain within
the existing water main easement.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Impacts to wetlands and the AIWW within the corridor and its vicinity will be minimized to the extent practical throughout the construction process by
avoiding these features with equipment, materials, and access corridors. Where feasible, staging and construction access routes will be located in
upland areas throughout the corridor. Silt fencing will be installed around the limits of disturbance to help ensure that all construction equipment will
remain within the project area throughout the construction process. Sediment control measures will be used to reduce stormwater impacts to receiving
waters and minimize runoff from the construction sites. The barge required for removing the water main piping within the AIWW will be removed upon
the completion of the project construction process and will not impede navigation or recreation access.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
✓ Yes ( No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Due to the lack of permanent impacts and the temporary nature of the proposed disturbance to the AIWW, no mitigation is proposed.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
✓ Yes f. No
If no, explain why:
Stormwater will not be concentrated, collected, or discharged as a result of the proposed water main and sewer main replacement.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
✓ Yes r' No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
a Yes r No
Comments:
No new impervious area will be added as a result of the proposed project.
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? *
a Yes r No

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 (NEPAISEPA)? *
( Yes rNo
lc. If you answered "yes" to the above, has the document review been finalized by the State Clearing House?*
( Yes rNo
NEPA or SEPA Final Approval Letter
06b_LE20044_OnslowHDD_CE.pdf 4.88MB
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)?*
✓ Yes (No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
✓ Yes (No
3b. If you answered "no," provide a short narrative description.
The replacement of the water and sewer mains will result in temporary disturbance only and no additional or cumulative impacts are anticipated due to
the activities of the proposed project.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
✓ Yes ( No r 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?*
( Yes rNo
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
✓ Yes (No
5d. Is another Federal agency involved?*
✓ Yes
5e. Is this a DOT project located within Division's 1-8?
✓ Yes ( No
( No r Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
✓ Yes ( No
5g. Does this project involve bridge maintenance or removal?
✓ Yes (No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
✓ Yes ( No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
✓ Yes ( No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
A review of the NCNHP Element Occurrence Database (updated October 2020) identifies no known occurrences of any federally listed species within
the project area. Within a 1.0-mile radius of the project area, there are knows occurrences of piping plover, Atlantic sturgeon, West Indian manatee,
American alligator, loggerhead sea turtle, green sea turtle, and seabeach amaranth. Additionally, a review of the USFWS IPaC system found that the
project location may support habitat for American alligator, black rail, green sea turtle, Kemp's Ridley sea turtle, leatherback sea turtle, loggerhead
sea turtle, piping plover, red -cockaded woodpecker (RCW), Rufa red knot, West Indian manatee, Cooley's meadowue, golden sedge, pondberry,
rough -leaved loosestrife (RLLS), and seabeach amaranth. Bald eagle is also protected by the Bald and Golden Eagle Protection Act (BGPA) in
Onslow County. The project is not anticipated to impact any of these species due to the minimal disturbance associated with the removal of the
exposed waterline and the directional drill installation of the new water and sewer mains.
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?*
( Yes CNo
Are there submerged aquatic vegetation (SAV) around the project vicinity?*
✓ Yes (No
r Unknown

6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The NOAA Essential Fish Habitat Mapper was reviewed on October 27, 2020 and essential fish habitat was identified within the project area and within
the vicinity of the project. However, the new water and sewer mains will be installed at a minimum depth of 20' below the channel of the AIWW,
resulting in no in -water impacts to essential fish habitat. The removal of the exposed, existing water main within the AIWW will abide by construction
moratoria, if applicable, and will result in temporary impacts to small areas of the AIWW in existing utility easement only.
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 ( No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
A review of the NCSHPO online database, accessed October 27, 2020, indicates no known historical or archeological resources within the project
area. Additionally, MCB Camp Lejeune Environmental Department staff refers to and complies with the Camp Lejeune Integrated Cultural Resources
Management Plan (ICRMP) which is required by DoD and approved by SHPO. The ICRMP identifies historic buildings and archaeological sites and
details the permitting procedures to continue with the necessary development on base.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
6 Yes
r No
8b. If yes, explain how project meets FEMA requirements:
It is anticipated that no conveyance area will be gained or lost as a result of the proposed project. If this cannot be achieved, the appropriate FEMA
certifications will be applied for prior to construction.
8c. What source(s) did you use to make the floodplain determination?*
The FEMA Digital Flood Insurance Map (DFIRM) Panel 3720531000K (effective June 19, 2020) was accessed on January 25, 2021. The entire project
area is within a FEMA-regulated 1 % annual chance flood hazard area associated with the Atlantic Ocean along Onslow Beach.
Miscellaneous
Comments
Miscellaneous information attached to assist in the review of this permit (in addition to requested attached items):
-Cover Letter
-Vicinity Map
-Jurisdictional Features Map
Miscellaneous attachments not previously requested.
Onslow HDD_Fig1_Vicinity.pdf
Onslow HDD_Fig3_JDfeat.pdf
Onslow HDD PCN Cover Letter 20210406.pdf
262.72KB
1.21MB
118.67KB
Signature
*
IJ By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• 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:
Jason Hartshorn (Kimley-Horn)
Signature
Date
4/6/2021

Holover Creek
Atlantic Ocean
Oc
Legend
JProject Study Area
Jacksonville
Onslow County
Ohio
West Virginia
122010
Virginia
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, ( a 1 North Carolina^ AO,
.611#1411
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South Carolina
Georgia
0
-n
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JONES
Project Location
CRAVEN
Atlantic Ocean
Figure 1: Vicinity Map
Replace Water and Sewer Mains to Onslow Beach
MCB Camp Lejeune, Jacksonville, Onslow County, NC
October 2020

0
v
FJ,
'Vets ,r
'reek
Legend
EJ Project Study Area
0
800 1,600
Feet
A
z
Onsiow Beach
i
Kimley>» Horn
Figure 2: USGS Topographic Map
Replace Water and Sewer Mains to Onslow Beach
MCB Camp Lejeune, Jacksonville, Onslow County, NC
October 2020

Legend
Open Water
Coastal Wetlands
Wetlands
Project Study Area
0 180 360
Feet
Kimley>>> Horn
Figure 3: Jurisdictional Features Map
Replace Water and Sewer Mains to Onslow Beach
MCB Camp Lejeune, Jacksonville, Onslow County, NC
October 2020

Kimley>>> Horn
Figure 4: NRCS Soil Survey
Replace Water and Sewer Mains to Onslow Beach
MCB Camp Lejeune, Jacksonville, Onslow County, NC
October 2020

Legend
Temporary Open Water (AIWW) Impacts
Coastal Wetlands
Wetlands
Atlantic Intracoastal Waterway (NHWM)
Project Study Area
Figure 6.1
Kimley>>> Horn
Figure 6: Permit Impact Drawings
Replace Water and Sewer Mains to Onslow Beach
MCB Camp Lejeune, Jacksonville, Onslow County, NC
January 2021

Legend
r'l
Temporary Open Water (AIWW) Impacts
Coastal Wetlands
Wetlands
Atlantic Intracoastal Waterway (NHWM)
Project Study Area
Normal High Water Mark
/ / //
// /I/ / / / / // /
L>
/L
Site 1:
Utility (Water Main Removal)
Temporary Open Water Impacts = 0.35 ac.
/ y / 1 / / // /i
i. J/ / /
// // // ///
// // // /
// / // /%/ / ,/
/
/
�/// /////r
/////// / //�/ / // / ////�// / /
I //////
/ / z
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Kimley>» Horn
Figure 6.1: Permit Impact Drawings
Replace Water and Sewer Mains to Onslow Beach
MCB Camp Lejeune, Jacksonville, Onslow County, NC
January 2021

Impact Table
Site
Reason
vve|ands(ac)
Permament Temporary
�u�ams(uF)
Permament Temporary
Open Water (ac)
Permament Temporary
Site l
Utility (Water Main Removal)
0.35
Totals
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NAME: K:\vab_civil\116691009 — camp lejeune water and wastewater db\CADD\plansheets\COVER AND INDEX SHEET.dwg
CU-05
CU-06
CU-07
CU-08
CU-09
CU-10
CU-11
CU-12
WATER AND WASTEWATER
SYSTEM REPAIRS PHASE 2
WATER AND SEWER MAINS TO ONSLOW BEACH
INDEX OF SHEETS
ONSLOW BEACH - EXISTING CONDITIONS AND E&SC
ONSLOW BEACH WATER MAIN HDD - PLAN AND PROFILE
ONSLOW BEACH - WATER MAIN TIE IN - PLAN AND PROFILE
ONSLOW BEACH SEWER FORCE MAIN HDD - PLAN AND PROFILE
ONSLOW BEACH SEWER MAIN TIE IN - PLAN AND PROFILE
ONSLOW BEACH PIPE STRING OUT - DRILL RIG STAGING AREA PLAN
ONSLOW BEACH - WATER AND SEWER DETAILS
EROSION AND SEDIMENT CONTROL DETAILS
Goldsboro
Mt. Olive
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TOPOGRAPHIC SURVEY FOR USCG PORTSMOUTH
PORTSMOUTH, VIRGINIA
PM! PROJECT #19309
SURVEY & UTILITY NOTES:
1. BASIS OF HORIZONTAL DATUM AND NORTH MERIDIAN: NORTH CAROLINA
STATE PLANE COORDINATE SYSTEM / NORTH AMERICAN DATUM 83 2011
ADJUSTMENT (U.S. SURVEY FEET) ESTABUSHED BY GPS OBSERVATION.
2. BASIS OF VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 88
3. ELEVATIONS REFER TO NAVD88(GEOID12B).
4. THIS SURVEY WAS PREPARED TO SHOW EXISTING FEATURES AS OF
10/09/2020 AND DOES NOT CERTIFY TO CHANGES TO SITE CONDITIONS
WHICH OCCUR SUBSEQUENT TO THIS DATE AND OR TO PROPOSED
IMPROVEMENTS.
5. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY NOR A
SUBDIVISION OF LAND.
6. THIS SURVEY DOES NOT INTEND TO DEPICT ANY WETLANDS, HAZARDOUS
WASTE AND ENVIRONMENTAL FEATURES THAT MAY AFFECT SAID
PROPERTY SHOWN HEREON EXCEPT AS SHOWN.
7. PIPE MATERIAL TYPES ARE DETERMINED BY FIELD OBSERVATIONS TO
THE BEST OF OUR ABILITY. PM! DOES NOT WARRANT THE MATERIAL
TYPE OF PIPES LOCATED IN CONFINED OR INACCESSIBLE SPACES.
8. THE UNDERGROUND UTILITIES SHOWN, IF ANY HAVE BEEN DESIGNATED
AND LOCATED BY PMI AND INCORPORATED AS PART OF THIS SURVEY.
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA. EITHER IN
SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT
THAT THE UNDERGROUND UTIUTIES SHOWN ARE IN THE EXACT LOCATION
INDICATED. THE SURVEYOR HAS NOT PHYSICALLY LOCATED ThIE
UNDERGROUND UTILITIES. THE SURVEYOR FURTHER NOTIFIES AU.
PARTIES THAT VIRGINIA LAW REQUIRES NA-811" TO BE CONTACTED
PRIOR TO ANY EXCAVATION. ALL SIZES AND MATERIAL (IF ANY) ARE
SHOWN PER RECORD AND HAVE NOT BEEN FIELD VERIFIED.
9. THE TOPOGRAPHY AND PHYSICAL FEATURES SHOWN ON THIS MAP WERE
OBTAINED UNDER THE DIRECT AND RESPONSIBLE CHARGE AND
SUPERVISION OF IVAN R. UNEBERRY. THIS PLAT, MAP, OR DIGITAL
GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY
STANDARDS UNLESS OTHERWISE NOTED.
10. THIS TOPOGRAPHIC SURVEY WAS PREPARED/COMPILED BY:
7
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PRECISION MEASUREME-NTS, INC.
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NAME: K:\vab_civil\116691009 — camp lejeune water and wastewater db\CADD\plansheets\HDD—Layout.dwg
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NOTE: CONTRACTOR SHALL MAINTAIN ACCESS TO
WATER TREATMENT PLANT AND RADAR TRUCK DEPOT
SITES AT ALL TIMES DURING PIPE STRING
FABRICATION. ENTRANCES MAY BE BLOCKED
TEMPORARILY DURING PIPE PULLBACK
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DESCRIPTION
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© 2020
Maxar
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Distribution
Airbus
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SUITE
VIRGINIA
PHONE:
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A E INFO
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WATER AND WASTEWATER SYSTEM REPAIRS PHASE 2
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SHEET 5 OF 9
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5
6"
NON -PAVED
AREAS
PAVED
AREAS
/-PAVEMENT PATCH
COMPACTED
SUITABLE
MATERIAL
3' MIN
0.1 • PIPE
0.0.
(TYP)
6" MIN.
PIPE 0.0.
X
36"
I8"
< 36"
12"
ORAMIRMAMPA
Or IP
SUBSURFACE UTILITY WARNING
TAPE (18" ABOVE PIPE)
COMPACTED SELECT
MATERIAL BACKALL
IN 6" UFTS
NO. 57 STONE
GEOTEXTILE FABRIC
(T0 BE INSTALLED
ONLY DURING
UNDERCUT EXCAVATION)
VDOT NO. 57 STONE
UNDERCUT EXCAVATION
AS DIRECTED BY THE
ENGINEER (MEASURED
IN 6" UFTS)
PIPE TRENCH DETAIL - DI PIPE
NOT TO SCALE
GROUND LINE
* A
X
00
r
=IIIII=1111
•I
11111 11111 II
'1•=lllll—IIIII— IIIII-
2'x2'x2.5' THRUST BLOCK
11111
IIIIIIIIII
-11111-
PROVIDE FOR PROPER DRAINAGE
OF HYDRANT BARREL. KEEP
WEEP HOLES OPEN
15"x15"x6" CONC. BLOCK
0
1-4 1/2" PUMPER CONNECTION
2-2 1/2" HOSE CONNECTIONS
7 CUBIC FEET OF
CRUSHED ROCK
4
0
0
0Q0
III IF
•IIIII -
ce
w
O
U
Z
rf)
F
GROUND LINE
ADJUSTABLE VALVE
BOX
OF WATER MAIN
THRUST BLOCK PROVIDE
SAME AREA AS INDICATED
IN TABLE ON SHEET CU-03
FOR 6" TEE OR END
6" HYDRANT LEAD, SHUT OFF
VALVE AND BOX
TYPICAL FIRE HYDRANT SETTING
N.T.S.
* A =7'-0" FROM BACK OF PAVEMENT WHERE NO CURB EXISTS
OR 4'-0" FROM BACK OF CURB.
CLIENT:
Kimley-Horn
PROJECT NO.:
22:29580
BORING NO.:
B-1
SHEET:
1 of 2
PROJECT NAME:
Camp Lejeune HDD
DRILLER/CONTRACTOR:
Mid Atlantic Drilling, Inc.
ISel3
�-
SITE LOCATION:
Ocean Drive, Camp Lejeune, North Carolina 28460
LOSS OF CIRCULATION
NORTHING:
EASTING:
STATION:
SURFACE ELEVATION:
BOTTOM OF CASING
'
DEPTH (FT)
SAMPLE NUMBER
SAMPLE TYPE
SAMPLE DIST. (IN)
RECOVERY (IN)
DESCRIPTION OF MATERIAL
WATER LEVELS
ELEVATION (FT)
BLOWS/6"
Plastic Limit Water Content Liquid Limit
x • A
® STANDARD PENETRATION BLOWS/FT
ROCK QUALITY DESIGNATION & RECOVERY
RQD
— REC
O CALIBRATED PENETROMETER TON/SF
Topsoil Thickness[6.001 /
-
_
—
-
-5 —
-
-10—
-
-15--
_
-
-20—
—
-25 —
-
-
-
—
-30 —
2-3-3
(e)
3-5-6
(11)
WOH-WOH- .,
WOHo
(0)
1-2-5
(7)
4-5-6
2-5-4
(9)
1i 7jo
27-26-31
(57)
otir
6
"„
o
„
'
(SM) SILTY FINE SAND, brown, moist,
loose
_
5-1
SS
18
18
(SP) FINE SAND, gray, moist to saturated,
medium dense to very loose
i
i
5-2
SS
18
18
5
_
S-3
SS
18
18
(SP) FINE SAND, dark gray, saturated,
loose, contains shell fragments
contains clay lenses
• •
S-4
SS
18
18
10
15
(SP) FINE TO MEDIUM SAND, tan,
saturated, medium dense
• •
5-5
SS
18
18
—
18
(SP) COARSE SAND, gray, saturated,
• ••
•
• •• ••
.
S-6
SS
18
20
—
WEATHERED LIMESTONE
I
1 I
I
S-7
SS
18
18
1
I
1
I
25
-
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1 1
I
1 I
1I
5-8
55
18
18
1 I I
30 _
I
CONTINUED ON NEXT PAGE
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL
SZ WL (First Encountered)
BORING STARTED: Oct 23 2020
CAVE IN DEPTH:
i WL (Completion) 4.10
BORING Oct 23 2020
COMPLETED:
HAMMER TYPE: Auto
7 WL (Seasonal High Water)
EQUIPMENT:
Truck
LOGGED BY:
ACC2
DRILLING METHOD: Mud rotary
Q WL (Stabilized)
GEOTECHNICAL BOREHOLE LOG
CLIENT:
Kimley-Horn
PROJECT NO.:
22:29580
BORING NO.:
8-1
SHEET:
2 of 2
PROJECT NAME:
Camp Lejeune HDD
DRILLER/CONTRACTOR:
Mid Atlantic Drilling, Inc.
mIS
-
SITE LOCATION:
Ocean Drive, Camp Lejeune, North Carolina 28460
LOSS OF CIRCULATION
NORTHING:
EASTING:
STATION:
SURFACE ELEVATION:
BOTTOM OF CASING
'
DEPTH (FT)
SAMPLE NUMBER
SAMPLE TYPE
SAMPLE DIST. (IN)
RECOVERY (IN)
DESCRIPTION OF MATERIAL
WATER LEVELS
ELEVATION (FT)
BLOWS/6"
Plastic Limit Water Content Liquid Limit
x • A
® STANDARD PENETRATION BLOWS/FT
ROCK QUAUTY DESIGNATION & RECOVERY
RQD
— REC
0 CALIBRATED PENETROMETER TON/SF
35
WEATHERED LIMESTONE
-
85=
-40 —
-
-45 —
—
-
-50—
_
—
-55—
_
-
-60
5-9-9
(18)
a e (18)
8-12-7
(19)
5-11-10
(21)
8-14-15
(29)
3-6-13
(19)
e
,6
19
21
29
9
(SP) FINE TO COARSE SAND, gray,
saturated, medium dense, contains
limestone lenses
Hard Drilling 56.5 to 57 feet
'
S-9
SS
18
18
S-10
SS
18
18
40
-
$-11
SS
18
18
45
_
50
5-12
55
18
18
5-13
S5
18
18
55
$-14
S5
18
18
60
END OF DRILLING AT 60.0 FT
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL
57 WL (First Encountered)
BORING STARTED: Oct 23 2020
CAVE IN DEPTH:
t WL (Completion) 4.10
BORING
COMPLETED: Oct 23 2020
HAMMER TYPE: Auto
7 WL (Seasonal High Water)
EQUIPMENT:
Truck
LOGGED BY:
ACC2
DRILLING METHOD: Mud rotary
`E WL (Stabilized)
GEOTECHNICAL BOREHOLE LOG
MJ BOLTS -
HDPE MJ ADAPTER KIT WITH
STAINLESS STEEL STIFFENER
& MJ FOLLOWING GLAND
I
MJ VALVE END, DI
MJ PIPE END, OR
MJ FITTING
NOTES
1. TRANSITION ADAPTER SHALL BE FULLY RESTRAIN HDPE MJ
ADAPTER TO MJ DI PIPE, MJ VALVE OR MJ FITTING.
HDPE PIPE
MJ FOLLOWING GLAND
L i
'L3
DI TO HDPE PIPE TRANSITION DETAIL
NOT TO SCALE
CLIENT:
Kimley-Horn
PROJECT NO.:
22:29580
BORING NO.:
B-2
SHEET:
1 of 2
PROJECT NAME:
Camp Lejeune HDD
DRILLER/CONTRACTOR:
Mid Atlantic Drilling, Inc.
SITE LOCATION:
Ocean Drive, Camp Lejeune, North Carolina 28460
LOSS OF CIRCULATION
>IDDY>
NORTHING:
EASTING:
STATION:
SURFACE ELEVATION:
BOTTOM OF CASING
'
DEPTH (FT)
SAMPLE NUMBER
SAMPLE TYPE
SAMPLE DIST. (IN)
RECOVERY (IN)
DESCRIPTION OF MATERIAL
WATER LEVELS
ELEVATION (FT)
BLOWS/6"
Plastic Limit Water Content Liquid Limit
X • A
® STANDARD PENETRATION BLOWS/FT
ROCK QUALITY DESIGNATION & RECOVERY
RQD
— REC
O CALIBRATED PENETROMETER TON/SF
Topsoil Thickness[8.001
-
_
—
-
_
-5-
_
-
-1 0 -
-
-15—
_
—
-20—
-25 —
-
—
-30—
-
3-4-4
(8)
z(z;1
WOH-WOH-
woH ''o
(0)
4-7-7
(14)
4-5-61)
9-10-7
(17)
6-17-10
(27)
14-25-28
(53)
�• B
es2
I
'',a
CA-
n
6.'0 T
'� 53
(SM) SILTY FINE SAND, brown, moist,
loose
5-1
55
18
18
(SP) MEDIUM TO COARSE SAND, gray,
\ moist to saturated, very loose /J
_
5-2
55
18
18
)
(OL/OH) ORGANIC SOIL, brown,
\ saturated, very soft /
5
ii .
•
i_
_
10
S-3
SS
18
18
(SP) FINE SAND, tan, saturated, very
loose to medium dense, contains shell
fragments
S-4
SS
18
18
(SP) FINE TO MEDIUM SAND, dark gray,
saturated, medium dense
5-5
SS
18
18
15
—
18
(SP) MEDIUM TO COARSE SAND, gray,
S-6
SS
18
20
_
25
S-7
SS
18
18
_
WEATHERED LIMESTONE
I i
1
11
5-8
55
18
18
1
1 1
30
II
CONTINUED ON NEXT PAGE
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL
SZ WL (First Encountered)
BORING STARTED: Oct 23 2020
CAVE IN DEPTH:
1 WL (Completion) 3.10
BORING Oct 23 2020
COMPLETED:
HAMMER TYPE: Auto
7 WL (Seasonal High Water)
EQUIPMENT:
Truck
LOGGED BY:
ACC2
DRILLING METHOD: Mud rotary
SE WL (Stabilized)
GEOTECHNICAL BOREHOLE LOG
CAST IRON ROUND
HEAD BOX
CONCRETE COLLAR
RISING STEM
CAST IRON VALVE BOX
PLUG OR
GATE VALVE
WATER OR
SEWER FORCE MAIN
DETAIL -VALVE
-FINISHED
GRADE
NOT TO SCALE
CLIENT:
Kimley-Horn
PROJECT NO.:
22:29580
BORING NO.:
B-2
SHEET:
2 of 2
� n w
`
PROJECT NAME:
Camp Lejeune HDD
DRILLER/CONTRACTOR:
Mid Atlantic Drilling, fnc.
SITE LOCATION:
Ocean Drive, Camp Lejeune, North Carolina 28460
LOSS OF CIRCULATION
IDDi
NORTHING:
EASTING:
STATION:
SURFACE ELEVATION:
BOTTOM OF CASING
'
DEPTH (FT)
SAMPLE NUMBER
SAMPLE TYPE
SAMPLE DIST. (IN)
RECOVERY (IN)
DESCRIPTION OF MATERIAL
WATER LEVELS
ELEVATION (FT)
BLOWS/6"
Plastic Limit Water Content Liquid Limit
X • A
® STANDARD PENETRATION BLOWS/FT
ROCK QUALITY DESIGNATION & RECOVERY
RQD
— REC
0 CALIBRATED PENETROMETER TON/SF
-
(SP) FINE SAND, gray, saturated, medium
dense, contains limestone lenses
-
_
—
-35—
-
-40—
-
—
-45—
-
-
-50—
_
—
-55 _
-
—
-
60 _
s(1
(18)
8-( 4; 4
13-9-7- 0.
(16)
357
(12)
7-10-8
(18)
18-20-20
(40)
A,2
16
24
6
18
40
5-9
SS
18
18
35
—
40
WEATHERED LIMESTONE
ll
S-10
SS
18
18
III
)
I
45
I 1
(SP) FINE TO MEDIUM SAND, gray,
saturated, medium dense
S-11
S5
18
18
50
18
5-12
SS
18
_
—
(SM) SILTY FINE SAND, gray, saturated,
medium dense, contains limestone
lenses
-
S-13
SS
18
18
55
(SP) MEDIUM TO COARSE SAND, gray,
saturated, dense, contains limestone
lenses
5-14
SS
18
18
60
END OF DRILLING AT 60.0 FT
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN -SITU THE TRANSITION MAY BE GRADUAL
SZ WL (First Encountered)
BORING STARTED: Oct 23 2020
CAVE IN DEPTH:
i WL (Completion) 3.10
BORING Oct 23 2020
COMPLETED:
HAMMER TYPE: Auto
7 WL (Seasonal High Water)
EQUIPMENT:
Truck
LOGGED BY:
ACC2
DRILLING METHOD: Mud rotary
SE WL (Stabilized)
GEOTECHNICAL BOREHOLE LOG
100% DESIGN SUBMITTAL
1-11-2021
w
0
DESCRIPTION
NA/FAC
..............
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4''„D S . 4*
•......... •
SEAL
Kimley>»Horn
SUITE 1000 4525 MAIN STREET,
VIRGINIA BEACH, VIRGINIA 23462
PHONE: [phone]
A/E INFO
APPROVED
FOR COMMANDER NAVFAC
ACTMTY
SATISFACTORY TO DATE
DES JWM
DRW ——
CHK JWM
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NAVAL FACILITIES ENGINEERING COMMAND
DEPARTMENT OF THE NAVY
NAVAL FACILITIES ENGINEERING COMMAND - MID -ATLANTIC
NAVAL STATION - NORFOLK, VA
CD
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ONSLOW BEACH
SCALE:
AS NOTED
EPROJECT NO.:
CONSTR. CONTR. NO.
N62470-20-F-5590
NAVFAC DRAWING NO.
SHEET 6 OF 9
CU-11
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11, 2021 — 11:46am USER: Josh.Mallet
LINE WIRES
• •
NE • Est
11711111
NEN • Awn
//\\//\\//\
6'-0" MAX
/.\ \\ . \\
ELEVATION
SILT FENCE
STEEL POST
TOP STRAND
STAY WIRES
GALV WIRE FABRIC
AND FILTER FABRIC.
BURY TOE OF FILTER
FABRIC A MIN OF 8"
BOTTOM STRAND
GRADE LINE
c
I
ro
FILTER FABRIC
c
CO
0
8'
MIN
SECTION
SILT FENCE
NOTE:
1. EXTRA STRENGTH FILTER FABRIC (AS APPROVED BY ENGINEER) WITH
6'-0" POST SPACING DOES NOT REQUIRE MESH SUPPORT FENCE.
2. FILTER FABRIC SHALL BE WIRED DIRECTLY TO POST.
SILT FENCE
LOCATION DESCRIPTION:
ALL GRASSED AND NATURAL AREAS (INCLUDING SHOULDERS OF ROADS) DISTURBED DURING THE COURSE OF THE WORK SHALL BE
RESEEDED ACCORDING TO THE APPLICATION NOTES BELOW.
APPLICATION NOTES:
1. SCARIFY SUBSOIL TO DEPTH OF 3"; RAKE TO AN EVEN GRADE AND REMOVE WEEDS, ROOTS, STONES, AND FOREIGN MATERIALS
3" IN DIAMETER AND LARGER.
2. PLACE TOPSOIL TO MINIMUM DEPTH OF 4".
3. ALL GRASS AND FERTILIZER APPLICATIONS SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH TABLE 5.
4. APPLY LIME EVENLY BY MEANS OF MECHANICAL DISTRIBUTOR. MIX LIME IN THE TOP 2-3" OF SOIL.
5. SPREAD FERTILIZER NOT MORE THAN 2 WEEKS IN ADVANCE OF SEEDING BY MEANS OF MECHANICAL DISTRIBUTOR.
INCORPORATE FERTILIZER IN THE TOP 2-3" OF SOIL.
6. APPLY SEED VIA APPROVED METHOD.
7. APPLY MULCHING AND MATTING AS REQUIRED IN THE SPECIFICATIONS.
8. AFTER SEEDING, THE AREA SHALL BE ROLLED AND MULCHED WITH FINE GRAIN STRAW AT THE APPLICATION RATE SPECIFIED.
AN ASPHALTIC TACK COAT, OR AN APPROVED EQUAL TREATMENT SHALL BE USED TO HOLD THE MULCH IN PLACE.
9. SEEDED AREAS THAT FAIL TO ESTABLISH A VIGOROUS STAND OF GRASS ADEQUATE TO RESTRAIN EROSION SHALL BE RESEEDED
AT THE CONTRACTORS EXPENSE.
10. THE APPLICATION RATE FOR EMULSIFIED ASPHALT TACK SHOULD BE SPECIFIED AT A MINIMUM OF 400 GAL./ACRE. SEEDED
AREAS THAT FAIL TO ESTABLISH A VIGOROUS STRAND OF GRASS ADEQUATE TO RESTRAIN EROSION SHALL BE PROMPTLY
RESEEDED AT THE CONTRACTOR'S EXPENSE.
GENERAL NOTES
1. TEMPORARY PLANTING AND PERMANENT SEEDING SHALL OCCUR IMMEDIATELY AFTER
CONSTRUCTION TO STABILIZE AREAS OF BARE SOIL. PERMANENT PLANTINGS SHALL
BE COMPLETED BETWEEN NOVEMBER 15 AND MARCH 1. HOWEVER, PLANTING MAY
OCCUR OUTSIDE THIS WINDOW AS APPROVED BY ENGINEER.
2. APPLY SOIL AMENDMENTS TO DISTURBED AREAS ACCORDING TO THE FOLLOWING
TABLE AT 1,000 LBS/ACRE (UNLESS SOIL TESTING INDICATED OTHERWISE AS
APPROVED BY ENGINEER):
NITROGEN
10%
PHOSPHOROUS
10%
POTASSIUM
10%
3. APPLY LIME TO ADJUST SOIL pH IN ACCORDANCE WITH THE SPECIFICATIONS.
4. EXOTIC AND INVASIVE VINES AND GRASSES SHALL BE REMOVED INSIDE ALL OF THE
PLANTING ZONES.
5. APPLY 4,000 LB/ACRE MULCH. ANCHOR STRAW BY TACKING, WITH BIODEGRADABLE
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
6. RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE PER SECTION 6.10 OF
NCDEQ EROSION AND SEDIMENT CONTROL DESIGN MANUAL.
7. GROUND COVER MUST BE ESTABLISHED ON ALL DISTURBED SURFACES PER NCDEQ
REQUIREMENTS OR SPECIAL PROVISIONS, WHICHEVER IS MORE STRINGENT.
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NOTES:
1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAILROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION
ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING TO
TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED
IMMEDIATELY.
5. MAINTENANCE REQUIREMENTS PER SECTION 6.06 OF NCDENR'S EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN.
MIN
of
T�
T,
5 OR DID0' CAI'
PRGP
OPER I5
IOHE
V��
SPECIES
NAME
COMMON
NAME
MIX 2
PERCENTAGE
Andropogon gerardii
Big Bluestem
5
Andropogon virginicus
Broom sedge
5
Arisaema triphyllum
Jack -in -the -Pulpit
5
Helianthus angustifolius
Swamp Sunflower
5
Juncus effusus
Common Rush
15
Panicum clandestium
Deertongue
20
Panicumn virgatum
Switchgrass
40
Sorghastrum nutans
Indiangrass
5
1. SIMILAR SEED MIX CAN BE USED WITH ENGINEER'S APPROVAL.
2. APPLICATION RATE OF 20 LBS/AC
PERMANENT SEED MIXTURE
SPECIES
NAME
COMMON
NAME
PLANTING
DATE
Secale cereale
Rye Grain
JAN 1 -
MAY 15
Utochola ramosa
Browntop Millet
MAY 15
- AUG 15
Secale cereale
Rye Grain
AUG 15
- DEC 31
1
Triticum aestivum
Wheat Grass
AUG 15
- DEC 31
1
* APPLICATION RATE OF 20 Ibs/ac
1. IF APPLYING TEMPORARY SEED BETWEEN AUG 15 - DEC 31, USE MIX
OF 60% RYE GRAIN
AND 40% WHEAT GRASS
TEMPORARY SEED MIXTURE
PLANTING
DATES
GRASS TYPES
POUNDS/
ACRE
Aug. 15 - Nov. 1
Tall Fescue
300
Nov. 1 - Mar. 1
Tall Fescue
300
& Abruzzi Rye
25
Mar. 1 - Apr. 15
Tall Fescue
300
Apr. 15 - Jun. 30
Hulled Common Bermudagrass
25
Jun. 1 - Aug. 15**
Tall Fescue
120
& Browntop Millet
35
& Sorghum -Sudan Hybrids
30
Lime
2 Tons/Ac; 3 Tons/Ac in Clay Soils
Fertilizer
10/10/10
1,000
Mulch
Straw
4,000
**Temporary seeding, reseed according to optimum season for permanent seeding.
PLANTING DATES AND RATES
NPDES Ground Stabilization Chart*
Site Area Description
Stabilization
Time Frame
Stabilizaiton Time
Frame Exceptions
Perimeter dikes,
swales, ditches, and
slopes
7 days
None
High Quality Water
(HQW) Zones
7 days
None
Slopes steeper than
3:1
7 days
If slopes are 10' or less
in length and are not
steeper than 2:1, 14
days are allowed.
Slopes 3:1 or flatter
14days
7-days for slopes
greater than 50feet in
length
All other areas with
slopes flatter than 4:1
14days
None (except for
perimeters and HQW
Zones)
* "Extensions of time may be approved by the permitting
authority based on weather or other site -specific conditions
that make compliance impracticable." (Section II.B(2)(b))
GROUND STABILIZATION
CHART
100% DESIGN SUBMITTAL
1-11-2021
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DESCRIPTION
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Kimley>»Horn
SUITE 1000 4525 MAIN STREET,
VIRGINIA BEACH, VIRGINIA 23462
PHONE: [phone]
A/E INFO
APPROVED
FOR COMMANDER NAVFAC
ACTIVITY
SATISFACTORY TO DATE
DES JWM
DRW --
CHK JWM
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NAVAL FACILITIES ENGINEERING COMMAND
DEPARTMENT OF THE NAVY
NAVAL FACILITIES ENGINEERING COMMAND - MID -ATLANTIC
NAVAL STATION — NORFOLK, VA
MARINE CORPS BASE CAMP LEJEUNE
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EROSION AND SEDIMENT CONTROL DETAILS
ONSLOW BEACH
B
SCALE:
AS NOTED
EPROJECT NO.:
CONSTR. CONTR. NO.
N62470-20-F-5590
NAVFAC DRAWING NO.
SHEET
7
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9
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DRAWFORM REVISION: 07 AUG 2018

UNITED STATES MARINE CORPS
MARINE CORPS INSTALLATIONS EAST -MARINE CORPS BASE
PSC BOX 20005
CAMP LEJEUNE NC 28542-0005
Reference No. : 5090
Signed Date: 5/19/2020
Today's Date: 5/20/2020
From: Director, Environmental Management Division
To: Director, Installation Development Division
Subj: DECISION MEMORANDUM, CATEGORICAL EXCLUSION; REMOVE AND
INSTALL WATER/WASTEWATER LINES TO ONSLOW BEACH UNDER
ICW, 20M030CN, (NEPA LE20044)
Ref: (a) MCO 5090.2
(b) 32 C.F.R. 775.6(f)
Encl: (1) Public Works - Operations Branch REIR of 21 Jan 20
(2) Supporting Documents
(3) Applicable Conditions
1. In response to enclosure (1), this document satisfies the National
Environmental Policy Act (NEPA) review requirement under reference (a) and
qualifies as a categorical exclusion in compliance with reference (b).
2. As outlined in enclosure (1) and (2), the proposed scope of the project is:
a) Remove northern most water line under intracoastal waterway (ICW).
b) Install new water line under ICW IVO Mockup Road.
c) Install new wastewater line IVO Mockup Road.
d) Original water and wastewater lines IVO Mockup Road will remain as backup
lines.
e) Pipe must be high density polyethylene (HDPE) and match existing size at
Mockup Rd.
3. Pursuant to paragraph (36) of reference (b), this project qualifies for the
following categorical exclusion: " (36) Acquisition, installation, and
operation of utility (e.g., water, sewer, electrical) and communication systems
(e.g., data processing cable and similar electronic equipment) which use existing
rights of way, easements, distribution systems, and/or facilities.." This
project will not result in any extraordinary circumstances.
4. In accordance with NEPA, this decision memorandum documents the proper level
of environmental review for this project but may not constitute authority to
proceed with implementation of the project. Please carefully review and follow
all applicable conditions.
5. If the project changes, coordinate with the NEPA Program Manager at

(910-451-4542) to determine if this decision memorandum continues to cover your
proposed action.
Accepted r/s J. Baker
Receipt Acknowledged Winberry, John F
20 May 20
2

Enclosure 1: REIR
REQUEST FOR ENVIRONMENTAL IMPACT REVIEW
SECTION I - PROPONENT INFORMATION
Project Title: Remove and Install Water/Wastewater Lines to Onslow Beach under
ICW
Short Plain English Description of Action: Remove and install water/wastewater
lines going to Onslow Beach under the intracoastal waterway. _
Project ID: 20M030CN
Start By Date: 21-Jan-20
End By Date: 21-Jan-30
Activity Sponsor (Unit/Command): Public Works - Operations Branch
Activity Sponsor POC: Frnakie Winberry
Phone/Fax: [phone]
Activity Sponsor POC (Alternate): N/A
Phone/Fax: N/A
Base Location: Onslow Beach
Project Required To: Other (explain in Purpose/Need box below)
Action Will Be Performed By: Contract
Project will result in permanent site improvement?: No
New or Modified Real Estate License Will Be Issued By Base?: N/A
Descriptive Information
Purpose and Need of Action: To upgrade the water/wastewater system serving
Onslow Beach by adding a new water and wastewater line under the ICW and to
replace currently deteriorating water/wastewater lines. One of the water lines is
floating and needs to be replaced.
Scope of Project (Project Narrative): a) Remove northern most water line under
intracoastal waterway (ICW). b) Install new water line under ICW IVO Mockup
Road. c) Install new wastewater line IVO Mockup Road. d) Original water and
wastewater lines IVO Mockup Road will remain as backup lines. e) Pipe must be high
density polyethylene (HDPE) and match existing size at Mockup Rd. _
Identify Other Alternatives Considered: N/A
Information concerning avoidance, specific best management practices,or
mitigation necessary to complete the project: N/A
Preferred and Alternative Sites
Preferred Site Description: N/A
RDD or IDD Comments, Site Approval: Pending
3

Clarify Pending status:: NEPA Review
Towers working group coordination (if applicable): Not Applicable
Action Sponsor: N/A
Rank: N/A
Title: N/A
End of Form
SECTION II - PRELIMINARY ENVIRONMENTAL SURVEY
a. AIR QUALITY
1. Will your project involve any of the following?: No
(Indicate all that apply, indicate "new" or "modified" as appropriate):
Abrasive Blasting:
Landfill:
Lime Storage:
Open Burning:
Painting:
Paint Booth:
Paint Gun Cleaners:
Paint Strippers:
Refrigerant Storage Recovery, and/or Recycling:
Tanks (ASTs, USTs):
Surface Coating:
Welding:
Woodworking:
Boilers:
Generators:
Engine Test Stands:
Fiberglass Repair:
Bulk Chemical Storage (liquid or solid):
Remediation:
Grinding:
Jet Engine Testing:
Fuel Dispensing:
Parts Oven:
Parts Cleaner:
4

Fire Training Pit:
Provide proposed construction dates, equipment size, specification, and
estimated types.: N/A
2. Will pollution control equipment be involved (e.g.filter or incinerators)?: No
3. Will the project involve the use of disposal of asbestos?: No
4. Will project cause dust problems either temporarily during construction or
over the long term?: No
b. LAND QUALITY
1. Number of acres involved? Indicate total project area and total disturbed
area.: N/A
2. Will the action require use of earthen fill material?: No
3. Will vegetation be cleared?: Yes
4. Will the project increase impervious area by 10,000ft squared or more?: No
5. Will wetlands be involved? How many acres? What work will be done in
wetlands?': Yes
c. GROUNDWATER QUALITY
1. Does the project involve use of herbicides, insecticides, or pesticides?: No
2. Does the project involve installation/use of septic tanks, leach beds, or other
on -site disposal of sanitary waste?: No
3. Will there be any wells dug or any excavation deeper than 20 feet?: Unknown
4. Will the project generate or use any toxic or hazardous/waste materials?: No
5. Are there any known Installation Restoration Program (Comprehensive
Environmental Response, Compensation, and Liability Act - CERCLA or
Resource Conservation Recovery Act - RCRA) sites or hazardous waste
treatment, storage, and disposal (RCRA) facilities within the proposed project
area?: No
6. Will there be an increase of solid waste (temporarily or permanently) caused
by implementing the project/action?: No
7. Will the project or action be carried out within 100 to 500 feet of a drinking
water supply well? If yes, provide distance to nearest drinking water well.:
Unknown
8. Does the project require the installation or removal of any petroleum or non -
petroleum underground storage tank (UST)?: No
d. SURFACE WATER QUALITY
1. Is the project located on or in a water body or adjacent to or in the 100-year
flood plain?: Yes
2. Will the project involve construction of drainage ditches/underground drains
for purposes of lowering water table?: No
3. After construction is complete, will petroleum products including fuel, oil and
lubricants be routinely stored or used (temporarily or permanently) at the site? :
No
5

4. Does the project require the installation of any petroleum or non -petroleum
above ground storage tank (AST)?: No
e. NATURAL RESOURCES
1. Will trees be removed?: No
Amount to be removed:: N?A
2. Will shrubs, or other low -growing vegetation be cut?: Yes
3. Will completion of the project result in a change in land use from what is
presently shown in the Base Master Plan? : No
4. Will public access for hunting, boating, fishing, ect., be restricted?: No
5. Are there potential effects on any threatened or endangered species?: No
6. Does the project involve the transfer (purchase, sale, lease, easement or
otherwise) of any real estate interest?: No
f. CULTURAL RESOURCES
1. Are there any known archaeological sites in the area of your project/action?:
No
2. Are there any known historic buildings or districts affected by the
project/action?: No
3. If known, please contact the Base Archaeologist/Cultural Resources Program
Manager for assistance at [phone].:
g. UTILITIES AND SERVICES
1. Will utilities be required? : No
If yes, please list below.: N/A
2. Will modifications to existing utilities be required? : Yes
If yes, please list below.: Water/wastewater lines are being installed so the utilities
will be modified.
h. SOCIAL ECONOMIC CONSIDERATIONS
1. Will the project cause an increase/decrease in on -base or off -base military
population? : No
2. Will there be any increased demand on a local or state government to provide
services? : No
3. Will there be any changes to traffic flow and patterns on or off base?: No
4. Will the project cause noise or safety issues that could potentially impact off -
base persons or property either during construction or from the project itself?:
No
i. GENERAL CONSIDERATIONS
1. Are alternative procedures, practices, or technologies available to minimize
environmental impact or utility use? : No
6

2. Are there likely effects on the human environment that:: d. N/A
Explain YES answers here:: b.5. New water and wastewater lines will go under
wetlands and the ICW.
7

Enclosure 2: Site Map
New File
New File
NOTE: A new addmonal water
and wastewater line will be added
in me wean* or raorxea Nom.
8

New File
9

Enclosure 3: Applicable Conditions
AST/UST/IR/MRP (Soil):
1. If contaminants are suspected through odors or visual observation during
construction activities, immediately stop work, call 911, and contact EQB at
910-451-5878 for further instructions.
2. There are no known monitoring wells in the project areas but if an unmarked
well is discovered and inadvertently damaged, immediately contact EQB at
910-451-5878 for further instructions.
3. 3R UXO Safety Awareness Training is recommended for all construction workers
(available through EOD, the OICC or EMD) as a precaution given that Camp Lejeune
has been an active military base since the 1940s. Should a munitions -related
item be found during construction, follow appropriate notifications as detailed
in the 3R training. Any munitions related item found during project construction
should additionally be reported to EMD within 10 days (K. Hiortdahl,
910-451-5878) to determine if additional evaluation and precautions are necessary
(Explosives Safety Submission, UXO Tech Support, etc).
3R Safety Awareness Training is available online at the following link:
http://www.lej eune.marines.mil/Offices-Staff/Environmental-Mgmt/Training-Video/
Contact Info:
IR Program, 910-451-5878/9610
AST/UST Program,910-451-9641
Water Quality Program/ECB:
1. Reduction of Lead in Drinking Water Act:
Installation or repair of any piping, fittings, fixtures, solder or flux
providing water for possible human consumption must be "lead-free" as defined by
the Reduction of Lead in Drinking Water Act (RLDWA). The RLDWA revised the
definition of lead free to a weighted average of 0.25% of the wetted surfaces of
plumbing products. A methodology for calculating the weighted average of wetted
surfaces can be found at www.epa.gov.
Contact info:
Water Quality Manager, 910-451-9518
Public Works Design Branch, 910-451-2212
Public Works Utilities Director, 910-451-5024
Air Quality:
1. If demolition/renovation occurs, ensure that subject buildings are evaluated
for asbestos/asbestos containing materials by a certified professional prior to
the demolition/renovation.
2. Ensure that any fugitive dust emissions generated by
construction/renovation/demolition are appropriately controlled.
10

3. If the project includes installation of new activities/equipment which
generate air emissions, and have not been evaluated for air permitting, contact
AQ program at phone numbers below. Please note that air emission sources are
required to be permitted prior to their installation/operation. Examples of such
sources include, but are not limited to: boilers, water heaters, generators, fuel
storage tanks, painting/coating operations, woodworking, welding, abrasive
blasting, engine testing, and parts ovens.
4. If the project involves any refrigerant handling or manipulation, ensure that
appropriate Ozone Depleting Substance (ODS) servicing procedures are followed.
5. If the project includes removal of any currently permitted air emission
sources, contact AQ program at phone numbers below.
AQ program contacts:
Lillian Malloy, 910-451-9017
Wetlands:
1. There are jurisdictional wetlands and waters of the US in the project area.
Direct impacts to wetlands and waters of the US should be avoided. New lines
should be installed using directional bore under the Atlantic Intracoastal
Waterway (AIWW) and any adjacent wetlands. Directional bore may not begin or end
in wetlands. Please coordinate with the Environmental Planning section to
identify wetland lines in the vicinity of the bore locations at
[e-mail].
Note 1: In accordance with MCIEAST-MCB CAMLEJO 11013.4, projects that include
construction will require site approval from G-F. Please contact Installation
Development Division (IDD).
Note 2: The following EMD Sections reviewed the REIR, replied to it and have no
concerns: CL Explosive Safety, RTAM, Cultural Resources
11

DWR Pre -Filing Meeting Request Form
Contact Name*
Contact Email Address*
Project Owner*
Project Name*
Project County*
Owner Address:*
Jessi Baker
[e-mail]
US Government c/o Neal Paul, Deputy Director of Public Works Dept.
MCB Camp Lejeune Onslow Beach water and sewer main replacement
Onslow
Street Address
1005 Michael Street
Address Line 2
City State / Rovince / Region
Camp Lejeune NC
Fbstal / Zip Code Country
28542-0005 USA
Is this a transportation project?* C Yes No
Type(s) of approval sought from the DWR:
rJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Reg ula r Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
(' Yes c: No
Do you know the name of the staff member you would like to request a meeting with?
Holley Snider
Please give a brief project description below.*
Marine Corps Base (MCB) Camp Lejeune proposes to replace the
existing water main and sewer force main that runs along Mockup
Road then crosses the Atlantic Intracoastal Waterway (AIWW) to
provide service to Onslow Beach. The proposed water main and
sewer main will be installed via horizontal directional drilling (HDD)
below the AIWW, within the existing utility easements. The existing 10"
sewer force main will remain active and will be connected to the new,
proposed force main, so it can be placed into service if needed. The
existing water main will be cut and removed where it is exposed within
the waterway to alleviate the navigational hazard. The un-exposed
portions of the existing water main will be abandoned in place where
currently buried, to avoid disturbing the sensitive coastal resources.
Please give a couple of dates you are available for a meeting.

Please attach the documentation you would like to have the meeting about.
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• !also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature *
Submittal Date 3/4/2021