20190047 Ver 1_401 Application_20190108

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UNITED STATES MARINE CORPS `\f�
MARINE CORPS INSTALLATIONS EAST -MARINE CORPS BASE �1 v
PSC BOX 20005 �\
CAMP LEJEfJNE NC 28542-0005
\\ 5090.12
P pal') G- F/BEMD
_ JAN 0 4 2019
From: Commanding General, Marine Corp s allations East -Marine
Corps Base Camp Lejeune
To: Commanding Officer, United States Army Corps of Engineers,
Wilmington District 69 Darlington Avenue, Wilmington, NC 28403
Attn: Brad Shaver
Subj: APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT FOR WEIL POINT
EROSION REPAIRS AT FRENCH CREEK ON MARINE CORPS INSTALLATIONS
EAST -MARINE CORPS BASE, CAMP LEJEUNE
Encl: (1) Pre -Construction Notification Form for the Weil Point
erosion repairs on Marine Corps Installations East -Marine
Corps Base Camp Lejeune (MCIEAST-MCB CAMLEJ)
1. The enclosed application to discharge fill into open Waters of the
US to repair an eroded splash point on MCIEAST-MCB CAMLEJ is submitted
for your review and approval.
2. Camp Lejeune proposes to permanently fill 0.05 acres of open water
to stabilize an existing dirt splash point, a location historically
utilized for floating bridge construction training across French
Creek. A marsh sill is proposed in association with the ramp. US
Army Corps of Engineers and NC Division Water Resources site visit was
conducted on 13 Dec 2016.
3. The point of contact for this project is Ms. Jessi Baker,
Environmental Conservation Branch, Environmental Management Division,
G -F at telephone [phone] or email [e-mail].
Sincerely,
HN R. TOWNSON
Director, Environmental Management
By direction of the
Commanding General
Copy to:
NCDENR, DWQ, 401 Section, Attn: J. Burdette
NCDENR, DWQ, WRO, Attn: R. Mairs

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:
❑ Section 404 Permit ❑X Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 36,54 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑ No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑X Yes ❑ No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑X Yes ❑ No
2.
Project Information
2a.
Name of project:
Weil Point Erosion Repairs
2b.
County:
Onslow
2c.
Nearest municipality / town:
Marine Corps Base Camp Lejeune
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
USA
3b.
Deed Book and Page No.
Military
3c.
Responsible Party (for LLC if
applicable):
Commanding Officer - MCB Camp Lejeune
3d.
Street address:
3e.
City, state, zip:
3f.
Telephone no.:
39.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
Neal Paul - c/o David Towler, PE
4c. Business name
(if applicable):
Deputy Public Works Director
4d. Street address:
1005 Michael Road
4e. City, state, zip:
Camp Lejeune, NC 28547
4f. Telephone no.:
910-451-3238 Ext. 3284
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
J. Kevin Avolis, PE
5b. Business name
(if applicable):
Avolis Engineering, PA
5c. Street address:
P.O. Box 15564
5d. City, state, zip:
New Bern, NC 28561
5e. Telephone no.:
252-633-0068
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
US Government - No Tax ID
1b. Site coordinates (in decimal degrees):
Latitude: 34.636914 Longitude: -77.337525
1c. Property size:
1 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Frenchs Creek
2b. Water Quality Classification of nearest receiving water:
SC, NSW
2c. River basin:
White Oak
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Existing site development includes a gravel access road, concrete pad and badly eroded shoreline. The area is in a remote training area off of Weil
Point Road and is used for military training.
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of the proposed project:
See attached.
3e. Describe the overall project in detail, including the type of equipment to be used:
See attached.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project(including all priorphases) in thepast?
❑ Yes ❑X No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
El Yes ❑X No El Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams — tributaries ❑ Buffers ❑X Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes/No
-
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
Choose one
S2
Choose one
S3
Choose one
S4
Choose one
S5 -
Choose one
S6
Choose one
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivii ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 P
Frenchs Creek
Other (Boat Ramp)
Estuary
0.011
O2 P
Frenchs Creek
Other (Rip Rap Sill)
Estuary
0.0396
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
0.0506
4g. Comments: See attached.
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d. 5e.
Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated
Flooded Filled Excavated
Pi
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number-
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B 1
Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See attached.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See attached.
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 ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes QX No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑X No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
1 %
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑x No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Project does not construct any built -upon area in excess of the limits requiring a Stormwater Permit.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
None
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑X Other: None
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑X Other: None
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑X Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑X Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑X No
letter.) The project qualified for USMC CATEX 8 (Routine Repair of Facilities) which has
Comments: been documented in Decision Memorandum LE17057, attached.
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ❑X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
No sewage generated by this project.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
X Yes No
❑
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
See attached.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
MCB Camp Lejeune Environmental Department staff noted that the proposed project is near DMF designated Special Secondary Nursery Area.
NCDEQ Fishing Nursery Area Map.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The MCB Camp Lejeune Integrated Cultural Resources Management Plan updated every five years and reviewed by SHPO.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Project is water dependent structure.
8c. What source(s) did you use to make the floodplain determination?
NCfloodmaps.com
Neal Paul,
Deputy Public Works Director
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

PCN Form - Additional Information
Upgrade Dock and Boat Ramp
Section A.1.6
Nationwide Permit 54 covers the construction of the detailed granite sill and the establishment of
coastal vegetation landward of the sill.
Nationwide Permit 36 covers the construction of the launch ramp at the site. Minor deviations to the
size of the ramp will require a waiver.
Section B.3
Item 3b. No 404 or Coastal Wetlands exist within the proposed project footprint.
Item 3c. No streams- Total project area occurs over approximately 134 linear feet of tidal
shoreline.
Item 3d. The shoreline area is utilized to instruct and practice the deployment and recovery of
ribbon bridge sections in an actual marine environment. The existing shoreline is in a
badly deteriorated condition caused by shoreline erosion. The purpose of the project is
to restore the shoreline area and launch and recovery area to an adequate condition
to allow training exercises to continue at the locations and to stabilize the site in a
manner to prevent future deterioration.
Item 3e. This project includes the repair of the existing launch and recovery area utilized for
Improved Ribbon Bridge deployment and recovery at the shoreline of French Creek in
the Weil Point area of MCB Camp Lejeune. The project includes the installation of a 30'
W x 30' L articulated -concrete mat revetment above and below the normal water level
to be utilized for bridge deployment and recovery. A new concrete slab will be
constructed on the adjacent upland areas in order to expand the existing equipment
staging area. The proposed mat width of 30 feet exceeds the maximum allowable
width of 20 feet authorized under Nationwide Permit No. 36. The 30 -foot width is
needed in order to provide adequate area for bridge and equipment staging and
deployment in an instructional environment and is submitted as a request for a waiver
to the permit conditions. The articulated concrete mat will extend between 15.5 feet
and 28.3 feet below the normal high water level. Regional Conditions 4.1.1 of the
Nationwide Permit No. 36 limits the offshore limit to 20 feet. A waiver to this 20 -foot
limit is requested to allow for an adequate stabilized area below the normal water level
to practice bridge deployment and recovery.
The project also includes the construction of a detached granite rip -rap sill offshore of
launch and recovery mat in order to provide a method of protection of the existing
shoreline from further erosion. The area behind (landward) of the sill will be filled and
vegetated with coastal vegetation.

The placement of the articulated concrete mat, concrete slab, and detached sill will
occur from upland areas. Equipment to be utilized to complete the project include an
excavator, crane and dump trucks. Access to the site will occur along the existing
graveled Weil Point Road.
Section C - Proposed Impacts Inventory
Item 4g. Open water impacts are as follows:
• Proposed Articulated Concrete Mat - 482 SF (0.011 AC) below normal high water
elevation.
• Proposed rip rap sill, backfill and vegetation area below the normal high water
elevation is 1,725 SF, 0.0396 AC.
Total proposed impacts below normal high water level is 2,207 SF, 0.506 AC.
Section D - Impact Justification and Mitigation
Item 1.a The proposed articulated concrete mat is would be placed in the footprint of the sandy
shoreline historically utilized for ribbon bridge deployment and recovery training. No
new shoreline areas are proposed to be impacted. The dimensions of the mat area
were minimized to avoid excess impacts to shoreline and other areas below the normal
high water level. The articulated mat not only is less disturbance to install, it also will
settle instead of scouring and cracking, like a traditional poured slab.
The extents of the proposed sill were minimized to the extent necessary to protect the
section of shoreline and maintain the stability of the structure. Coastal wetlands and
protected shallow water habitat will be established landward of the detached sill in
areas where none presently exists.
Item 2. Construction will occur from upland areas only. If should not bi necessary to operate
equipmept within the vlrater.
A prefabricated concrete articulated mat was seirted to stabilise the development area
to avoid The need to utilize cast -in-place concretq. This eliminates the need to construct
a coffer dam or complete dewatering to facilitate construction. l
Section F —Supplementary Information
Item 5d. The IVICB Camp Lejeuniq Integrated Natural Resoyrces Management Plan, requires the
base to compile informatiyn and evaluate data regarding all natural resources on base,
including ?,i formation on ^rc ect species. his plan is updated every five years and is
reviewed by NOAA, FWS, anc'. NCD �.!:F. "iliS nroje�t does occur in the vicinity of red
cockaded woodpecker riabitat bu': L;ie foo'. -Print: ij limited to previously disturbed, very
nearshore and shoreline- areas and will not impact longleaf pine savannah habitat. This
shallow area (<2 feet) i$ also not preferred habitat for the Atlantic sturgeon and the
project does not include any in -water noise prodycing activities,

The placement of the articulated concrete mat, concrete slab, and detached sill will
occur from upland areas. Equipment to be utilized to complete the project include an
excavator, crane and dump trucks. Access to the site will occur along the existing
graveled Weil Point Road.
Section C - Proposed Impacts Inventory
Item 4g. Open water impacts are as follows:
Proposed Articulated Concrete Mat - 482 SF (0.011 AC) below normal high water
elevation.
• Proposed rip rap sill, backfill and vegetation area below the normal high water
elevation is 1,725 SF, 0.0396 AC.
Total proposed impacts below normal high water level is 2,207 SF, 0.506 AC.
Section D - Impact Justification and Mitigation
Item 1.a The proposed articulated concrete mat is would be placed in the footprint of the sandy
shoreline historically utilized for ribbon bridge deployment and recovery training. No
new shoreline areas are proposed to be impacted. The dimensions of the mat area
were minimized to avoid excess impacts to shoreline and other areas below the normal
high water level. The articulated mat not only is less disturbance to install, it also will
settle instead of scouring and cracking, like a traditional poured slab.
The extents of the proposed sill were minimized to the extent necessary to protect the
section of shoreline and maintain the stability of the structure. Coastal wetlands and
protected shallow water habitat will be established landward of the detached sill in
areas where none presently exists.
Item 2. Construction will occur from upland areas only. It should not be necessary to operate
equipment within the water.
A prefabricated concrete articulated mat was selected to stabilize the development area
to avoid the need to utilize cast -in-place concrete. This eliminates the need to construct
a coffer dam or complete dewatering to facilitate construction.
Section F — Supplementary Information
Item Sd. The MCB Camp Lejeune Integrated Natural Resources Management Plan requires the
base to compile information and evaluate data regarding all natural resources on base,
including information on protected species. This plan is updated every five years and is
reviewed by NOAA, FWS, and NCDMF. This project does occur in the vicinity of red
cockaded woodpecker habitat but the footprint is limited to previously disturbed, very
nearshore and shoreline areas and will not impact longleaf pine savannah habitat. This
shallow area (<2 feet) is also not preferred habitat for the Atlantic sturgeon and the
project does not include any in -water noise producing activities.

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Map Datum: NAD83
Map Projection: NC State Plane
Map Date: March 2011
1000 0 1000 2000 Yards
0.7 0 0.7 1.4 Miles
Fishery Nursery Areas
Primary
=gym Permanent Secondary
Special Secondary
® Military Danger
Zones and
Restricted Areas
Inland waters (WRC jurisdiction)
0
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SPECIAL SCHEDULING NOTE:
1 National Marine Fisheries Service has established general guidelines for pier and dock work
that involve noise. The Contractor is to post observers along the creek near the job site while
dredging, etc, in the water. If a marine mammal (a bottlenose dolphin or a manatee) is
observed within 100 meters of the project, the activity should be stopped until the animal has
left the area. If there is no loud noise anticipated in the water (i.e. no pile driving), this 100
meter rule is not necessary. Contact Threatened and Endangered Species Section, ECON at
[phone]/7229 for further questions.
2. The Contractor shall manage and control construction activities to minimize interference with
and damage to fish and wildlife. Do not disturb fish and wildlife. Do not alter water flows or
otherwise significantly disturb the native habitat related to the project and critical to the
survival offish and wildlife.
E
1�D( GRAVEL TRAIL,
`EX. WOODUWDS, I
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2. WiS OL SITE FFAUItE4 O(1190E TIE ATEA OF WORN OR TIM FEMUES NOT REIENNT TO
TRE WUN TIM PERFMI D ME NOT" 91OWN FOR CLAIM
1 ILL DISUNITED ME15 NOR FN ED SHALL E RETESEDITED N ACCUUMCE MIH THE Illi
VEGETATION PLM - SEE MAL E BEEF C-.
4. THE EINTNG UWOE ARM NO BELOW TIE NORMAL HIM WATER LEW1 94111 E 01OFD W
REIM SURFACE IR ETNA M NO TO PURI A UMifN SLOPE FOR TIE ARTICULATED IUTIM.
THE FOM NV (DGM OF THE AREA W E GRADED SWI E AS INDICATED. NO OVER ARM
91 DE NMK IIW WATER UMI 94AL E DISTUItM
S UPON CUPIERON OF uVLIFC NO GRNMFC OF THE 987AOE, TIE COWNCIOR SNL
NAALL TIE ARTMATED CONCRETE MATING. THE MATING SWL E XUT N RACE FOR A 48
HOUR PERIOD To N1DI FOR WY SETIIflBO OF THE S BME M OOCUR. TIE ENTMC NULL BE
010n FOR VERTICIL NO 11101001i/PL AMU AFTER nIS SiTTUMIT FEINU. F NEEDED W
COR.LT 1ERNM OR HOIQUFIAL IFSVIUEETR. TUE ARITaxAIm MUM %AUL E RE1101ED NO
THE SU11 WCE IREMADED NO (FILED MO TIE MATING 91ILL E R UNSAVED NO NID00 N
RACE
6. UE TOP OF ITE ARIpLATED COIQEFE MATING SMI E MKI ED W BE DUDES
NUW®.
7. RE CONTRACTOR 514V1 REAM AND COVE OF Wr COC ETE RUQB T% ROU(S OR
OBER WTHUS UXArED N THE BMW SBORADE TWT WOULD WM TIE PIALE M OF TIE
ARTMUTED CONCRETE MinnK
L THE RF®IT CIRM SWL E NAAUED PRIOR TO COEPTEIFO ANY UEAONG ACNIIM
AAD SWI E WARNED FOR TIE OURATM OF TEE PROECT.
EM ZO VIBES
0 FBI AImDAAiED cmcRETE wan - sEE EPL A SEER c-2.
0 NEW DEDOEIT Stu - SE DETAL A. %M C -O.
O IUWWRT C(RRNN - TU E SUPPLED, NAAt1ED NO WNTAW BY TIE COORACTOR
ON RFRH,TIWE MARTO POA - SEE DETAIL B. SEER C -A
O NEW CONCRETE PAD - SE OEIAL A. SEER C-4.
®NEW GRMEE SEFFIO AC - SE DETAILC. SM C-4.
0 NAALL SILT FEIFE - SE ETAL 0. BEET C-4.
®9" TF DWETER TIM PEE, 20' LOW MRI 12' OF EIMEDIBR N70 ETOMW WADE TTP OF 10
A D(HIBff 4 — SITE PLAN
D(-4 SCALE: 1*=30'
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AVOLIS ENGINEERING, P.A. L N N OVD6
P.O. BOX 15564
dd
MARINE CORPS BASE o
NEW BERN, 11 21111
PH. 252 633-0068, FAX [phone]
CAMP LEJEUNE, NORTH CAROLINA
DES. J. K AVOLIS, P.E.
W
WEIL POINT EROSION REPAIR zo o
DR. MSP/WFF
DESIGN AND PERMITTING uCi �
�
LA 1EXHIBIT 5 —
CROSS SECTION ARTICULATED CONCRETE MATTING
CHK. J.C.AVOLIS.P.E.
MARINE CORPS BASE CAMP LEJEUNE = W =
IX -5 SCALE: 1•=10'
suBMIrrEDev.
EXHIBIT 5 - CROSS SECTION
ARTICULATED CONCRETE MATTING
DESIGN DIR. T_ H. BURTON
WK NO 0S+7 amm CONTE nm NO NIOOBSI- O

(Flu)
A DETACHED SILL DETAIL
EX -6 SCALE: NONE
SECTION
NOT TO SCALE
FILTER FABRIC
P SILL = 1.25'
IATION = 0.78'
IES (SEE PLAN)
REFLECTOR MOUNTED ON 4 SIDES
3'0 (MIN.) REFLECTIVE SURFACE
04 PRESSURE TREATED POST
2.5 LB/CFT MIN. RETENTION
z_
NOTE. REFLEMNE MARKER POSTS
SHALL BE SET AT 50' O.C. ALONG
LENGTH OF DETACHED SILL SEE
PLAN FOR LOCATION.
V MEAN HIGH WATER
BOTTOM
8 REFLECTIVE MARKER POST DEML
EX -6 SCALE: NONE
I

#6 SMOOTH DOWEL c 32" 0 2' O.C.-DRILL
ANO EPDXY INTO EXISTING SLAB
J4 STIRRUPS 0 12" O.C. GREASE END IN NEW SLAB
}`5 BARS 0 12" TOP do BOTTOM, EACH WAY 12" THICK CONCRETE PAD EXISTING CONCRETE SLAB
EXISTING GRADE
, , 7 r 2" /3/4" CHAMFER ALL TOP EDGES—, T
J2 n
(3) #6 BARS CONTINUOUS
3" CLEAR COVER
SECTION A -A
60'
15' 15' 1 15' 1 15'
g
A SIM — — — —° a A SIM
U -dW
d' NEW 10" THICK ABC
EXISTING GROUND GRAVEL SURFACE COURSE EXISTING GRAVEL
°
d � d
COMPACTED SUBGRADE
d 1d a Tia A TYPICAL Few OF GRAVEL CUT
I
-THICKENED EDGE (ALL SIDES)
C GRAVEL SECTION
LCJ
= CONTRACTION JOINT
EX -7 SCALE: NONE
D
Pl9tl EJ = EXPANSION JOINT
A CONCRETE PAD DETAIL
SEE DETAIL B, THIS SHEET
IX -7 SCALE: NONE
1/8-X3/4- TOOLED JOINT
SAW CUT 3/8" 1/4" TOP OF SLAB
FILLED WITH HOT -POURED
RUBBERIZED ASPHALT
SEALANT
6 DOWEL X 48" LONG
f6" O.C.-GREASE ONE END
4
1.
19
3/8"
�
1 1/2° T
1/2' DIAMETER
4`'
I}
BACKER ROD
SAW CUT
�� i?
AVOLIS ENGINEERING, PA
"' " "C-0706
�j/8°
'; •. `..-f
P.O. BOX 15564
NEW BERN, NC 26561
• MARINE
TYPICAL CONTRACTION JOINT (CJ)
TYPICAL EXPANSION JOINT CEJ)
PH. 252 633-0068, FAX 252 633b5W
CAMP LE
DES. J. K. AVOLIS, P.E.
WEIL POI
DR. MSP/WFF
CIESIGP
B SLAB—ON—GRADE JOINTS
CHK. J. C. AVouS, P.E.
MARINE CORI
EX -7 SCALE: NONE
SUBMITTED BY:
EXHI
DESIGN DIR. T. H. BURTON
ISPEC NO. 0..IT CW—
I

SELF -ANCHORING
METAL POST ® 6' O.C. MAX
12 GAUGE 6'x6" WIRE MESH
FILTER FABRIC
<-= FLOW
8" %/"\X '\%/�
MANrWACE:
1. INSPECT STRUCTURES WEEKLY AND AFTER AT
LEAST A 1/2" OR GREATER RAINFALL EVENT.
2. REMOVE SEDIMENT FROM BEHIND SILT FENCE
PRIOR TO IT REACHING A MAXIMUM DEPTH OF
SIX 6 INCHES.
PROCEMM
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE APPROXIMATELY
95% COVERAGE OF THE SEEDED AREA. THE STRAW AND SOWN SEED WILL BE
LIGHTLY DISCED INTO THE BED TO GIVE IT FURTHER RESISTANCE TO BLOWING AND
WASHING. THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER
THE ENTRE DISTURBED AREA IF NECESSARY, THE CONTRACTOR WILL WET DOWN
THE AREAS TO ASSIST NI SEED GERMINATION OR AID IN GROWTH IN TIMES OF
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE
HIEN THE ENTIRE STAND OF GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED AREAS RESEEDING WILL BE
REQUIRED AS NECESSARY BY THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND
OF GRASS.
THE AREAS DISTURBED BY THIS PROJECT WILL BE STABILIZED WITH GRASS IN
ACCORDANCE NTH THE FOLLOWING SCHEDULE:
mratARY mm
RYE GRAIN
1 - FERMARY 151
120 LBS/AC
ANNUAL LESPEDEZA KOBE
50 LBS/AC
LIME
2,000 LBS/AC
10-10-10 FERTILIZER
750 LDS/AC
MULCH
4,000 LBS/AC
ANCHOR STRAW BY TACKING WITH ASPHALT
TALL FESCUE 80 LBS/AC
PENSACOLA BAHIAGRASS 50 LBS/AC
SERICEA LESPEDEZA 30 LBS/AC
KOBE LESPEDEZA 10 LBS/AC
LIME 3,000 LBS/AC
A SILT FENCE DETAIL 10-10-10 FERTILIZER 1,000 LBS/AC
EX -8 SCALE: NONE MULCH 4,000 LB/AC (TACKED WITH ASPHALT)
FROM SEPTEMBER 1 - OCTOBER 31, USE UNSCAIFIED SERICEA SEED.
BETWEEN APRIL 15 AND AUGUST 15, ADD 10 LB/AC GERMAN MILLET.
PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 25 LB/AC RYE GRAIN.
SPECIAL SEEM NOTE:
CUT k FILL SLOPES WILL, WITHIN 7 CALENDAR DAYS DAYS OF
COMPLET10N OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
B VEGETATION PLAN
EX -8 SCALE: NONE

b. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Q Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
Q Yes El No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
See attached.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
T ❑ Yes ❑x No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
MCB Camp Lejeune Environmental Department staff noted that the proposed project Is near DMF designated Special Secondary Nursery Area
NCDEO Fishing Nursery Area Map.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes Q No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The MCB Camp Lejeune Integrated Cultural Resources Management Plan updated every five years and reviewed by SHPO.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
Q Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Project is water dependent structure
8c. What source(s) did you use to make the floodplain determination?
NCfloodmaps com
Neal Paul,
LAppriZtlAgentftti
Deputy Public Works Director
Applicant/Agent's Printed Name
nature
Date
(Agent's signature Is valid only if n authorization
letter from the ap Ilcanl is p ov'
Page 10 of 10

PCN Form - Additional Information
Upgrade Dock and Boat Ramp
Section A.1.6
Nationwide Permit 54 covers the construction of the detailed granite sill and the establishment of
coastal vegetation landward of the sill.
Nationwide Permit 36 covers the construction of the launch ramp at the site. Minor deviations to the
size of the ramp will require a waiver.
Section B.3
Item 3b. No 404 or Coastal Wetlands exist within the proposed project footprint.
Item 3c. No streams- Total project area occurs over approximately 134 linear feet of tidal
shoreline.
Item 3d. The shoreline area is utilized to instruct and practice the deployment and recovery of
ribbon bridge sections in an actual marine environment. The existing shoreline is in a
badly deteriorated condition caused by shoreline erosion. The purpose of the project is
to restore the shoreline area and launch and recovery area to an adequate condition
to allow training exercises to continue at the locations and to stabilize the site in a
manner to prevent future deterioration.
Item 3e. This project includes the repair of the existing launch and recovery area utilized for
Improved Ribbon Bridge deployment and recovery at the shoreline of French Creek in
the Weil Point area of MCB Camp Lejeune. The project includes the installation of a 30'
W x 30' L articulated -concrete mat revetment above and below the normal water level
to be utilized for bridge deployment and recovery. A new concrete slab will be
constructed on the adjacent upland areas in order to expand the existing equipment
staging area. The proposed mat width of 30 feet exceeds the maximum allowable
width of 20 feet authorized under Nationwide Permit No. 36. The 30 -foot width is
needed in order to provide adequate area for bridge and equipment staging and
deployment in an instructional environment and is submitted as a request for a waiver
to the permit conditions. The articulated concrete mat will extend between 15.5 feet
and 28.3 feet below the normal high water level. Regional Conditions 4.1.1 of the
Nationwide Permit No. 36 limits the offshore limit to 20 feet. A waiver to this 20 -foot
limit is requested to allow for an adequate stabilized area below the normal water level
to practice bridge deployment and recovery.
The project also includes the construction of a detached granite rip -rap sill offshore of
launch and recovery mat in order to provide a method of protection of the existing
shoreline from further erosion. The area behind (landward) of the sill will be filled and
vegetated with coastal vegetation.

The placement of the articulated concrete mat, concrete slab, and detached sill will
occur from upland areas. Equipment to be utilized to complete the project include an
excavator, crane and dump trucks. Access to the site will occur along the existing
graveled Weil Point Road.
Section C - Proposed Impacts Inventory
Item 4g. Open water impacts are as follows:
Proposed Articulated Concrete Mat - 482 SF (0.011 AC) below normal high water
elevation.
• Proposed rip rap sill, backfill and vegetation area below the normal high water
elevation is 1,725 SF, 0.0396 AC.
Total proposed impacts below normal high water level is 2,207 SF, 0.0506 AC.
Section D - Impact Justification and Mitigation
Item 1.a The proposed articulated concrete mat is would be placed in the footprint of the sandy
shoreline historically utilized for ribbon bridge deployment and recovery training. No
new shoreline areas are proposed to be impacted. The dimensions of the mat area
were minimized to avoid excess impacts to shoreline and other areas below the normal
high water level. The articulated mat not only is less disturbance to install, it also will
settle instead of scouring and cracking, like a traditional poured slab.
The extents of the proposed sill were minimized to the extent necessary to protect the
section of shoreline and maintain the stability of the structure. Coastal wetlands and
protected shallow water habitat will be established landward of the detached sill in
areas where none presently exists.
Item 2. Construction will occur from upland areas only. It should not be necessary to operate
equipment within the water.
A prefabricated concrete articulated mat was selected to stabilize the development area
to avoid the need to utilize cast -in-place concrete. This eliminates the need to construct
a coffer dam or complete dewatering to facilitate construction.
Section F — Supplementary Information
Item Sd. The MCB Camp Lejeune Integrated Natural Resources Management Plan requires the
base to compile information and evaluate data regarding all natural resources on base,
including information on protected species. This plan is updated every five years and is
reviewed by NOAA, FWS, and NCDMF. This project does occur in the vicinity of red
cockaded woodpecker habitat but the footprint is limited to previously disturbed, very
nearshore and shoreline areas and will not impact longleaf pine savannah habitat. This
shallow area (<2 feet) is also not preferred habitat for the Atlantic sturgeon and the
project does not include any in -water noise producing activities.

4..y
All
4 ;,,' ,yPS '•.. �,Z.. 2 C, � . f �s .' f X25 �" ' _ �` j,.
C.",.._.
f1 v
AMP LEJEUNE�
SITEPE D
PROJECT AREA
NEW RIVER �! �pJCNS , =REEK
� 'P.bi
1 cq4,aPo t \1\1er
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' LEJEUNE
_
G = t
/ MCB CAMP LEJEUNE\i
A DCHIBIT 1 - 2016 USGS MAP
k,tV SCALE: 1'=2000'

A EXHIBff 2 - 2016 USGS AERIAL
EX -2 SCALE: 1'=1000'

1 •103 13 c vii
nary Fishery Fishery Nursery Areas
manent Secondary
tial Secondary
litary Danger
nes and
jstricted Areas
and wafters (WRC Jurisdiction) Map 19
^�) EXHIBIT 3 - FISHERY NURSERY AREA MAP
EX -3 SCALE: GRAPHIC
Map Datum: NAD83
Map Projection: NC State Plane
Map Date: March 2011
1000 0 1000 2000 Yards
0.7 0 0.7 1.4 Miles
Fishery Nursery Areas
Primary
Permanent Secondary
i Special Secondary
Military Danger
Zones and
Restricted Areas
inland waters (WRC jurisdiction)
0
z

SPECIAL SCHEDULING NOTE:
1. National Marine Fisheries Service has established general guidelines for pier and dock work
that involve noise. The Contractor is to post observers along the creek near the job site while
dredging, etc. in the water. If a marine mammal (a bottlenose dolphin or a manatee) is
observed within 100 meters of the project, the activity should be stopped unfit the animal has
left the area If there is no loud noise anticipated in the water (i.e. no pile driving), this 100
meter rule is not necessary. Contact Threatened and Endangered Species Secfion, ECON at
[phone]/7229 for further questions.
2. The Contractor shall manage and control construction activities to minimize interference with
and damage to fish and wildlife. Do not disturb fish and wildlife. Do not alter water flows or
otherwise significantly disturb the native habitat related to the project and critical to the
survival offish and wildlife.
�EN GRAVEL TRAIL,
`EX. WOODLANDS, I
1. NE IDCAMON NO EPW OF D1119M 1.1111M SHONN Ali IPPRMMWE TIE NIIRAC10R
%ALL E RE9'O115111IE FW SWM THE NFA OF NOR( M DOM W HIS 011W SATI3MIDH
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CIED® FUR Y9trIM MD HQQWAL AABYEM AFTER THIS SETRBETO POND. F Min W
CNN37 KRTM OR FI U%ffAL H6NIGIEEI(T. TIE ART AIED WW 9ALL E I W.E) MM
THE 9BQAE rEMWFD MD LLaEll MD THE NOTING 9vi . E N36WIFD ND MICIIJ101 N
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6. IF TOP OF THE MRMAATEO CONWEIE NOTING 9ikL E 1 SIALIM I0 DE OWES
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OREI MATERIALS LOCATED N TE F1mW S1OWDE TAT NOUD AFFECT RE RAQAHIT IF THE
ADIcuNm CONCRETE MATTIIG.
L If TAM1>OY QBGN 94ALL E !STALED PROR TO COMP EW NIY mm AcnwI
ND SWILL E W11415* D FOR TIE 01AW10N OF TE PR UM.
mWill MMILATED CNMETE MATING - SEE EOL A SLEET C-2.
0 Nm OErADim sLL - sEE ETAL A 9EfT c-&
�MOM aRM - M E 9FRIM IMAI10 MD WWWO ITT TE WORAMIX
® IEN REFTE'IRE MAIO P09 - SEE EDL 4 9HT C-1
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® LEN MW SU FACM - 9E OETAL 4 SFEET C-*
0 WALL SLT F04E -SIE OEDL Q MET C-1.
A EXHIBIT 4 - SITE PLAN
IX -4 SCALE: 1"=30'
V
INSTALL
SILT FENCING
� 111 1
••••'tab
` 1
151-.
271 011"
\EX CONCRETE SLAB
/NEW _MNCRETE.P
\\sM 44
^CIX. WOODLANDS\
FRENCHS CREEK
CLASS: SC, NSW
STREAM INDEX: 19-24
ARTICULATED CONCRETE MATTING m
-TURBIDITY CURTAIN®
EXISTING SPARSE RIP RAP
TO REMAIN
L -INSTALL NCING
NORMAL HIGH WATER
ELEVATION = 0.78't
6� `EX. WOODLANDS,
/----TOP OF BANK
J -
5 OF�NG GRAVEL
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TOP OF BANK—
AVOLIS E
P O BO
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p PH 252
Z DES J
DR. M
FCHK. J.
SUBMITT
FRENCHS CREEK
CLASS: SC, NSW
STREAM INDEX: 19-24
ARTICULATED CONCRETE MATTING m
-TURBIDITY CURTAIN®
EXISTING SPARSE RIP RAP
TO REMAIN
L -INSTALL NCING
NORMAL HIGH WATER
ELEVATION = 0.78't
6� `EX. WOODLANDS,
/----TOP OF BANK
J -
5 OF�NG GRAVEL
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5/8"06' STAINLESS STEFL J-BOLT
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NO. -006-MWENt- N- —F--E--
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P.O.
P.O.BORN.N •
MARINE CORPS BASE .1
NEW BERN, NC 28561
PH. 252 633-0068, FAX [phone]%7
CAMP LEJEUNE, NORTH CAROLINA
DES. J. K. AVOLIS,P.E.
111
WEIL POINT EROSION REPAIR .n o
DR. MSPIWFF
DESIGN AND PERMITTING co E17 W w
A EXHIBIT 5 —
CROSS SECTION ARTICULATED CONCRETE MATTING
CHK. J. C.AVouS,P.E.
MARINE CORPS BASE CAMP LEJEUNE
E
E(-5 SCALE: 1"=10
suBMITTEosY:
EXHIBIT 5 - CROSS SECTION
ARTICULATED CONCRETE MATTING
DESIGN DIR. T. H. BURTON
SPEC AA OS17 CONSTR CONM SHAY NO NIOOVW4WW O

SECTION
NOT TO SCALE
r
-"\ DETACHED SILL DETAIL
A
1\ �-, SCALE: NONE
ALTERFA6RIC
REFLECTOR MOUNTED ON 4 SIDES
3-0 (MIN.) REFLECTIVE SURFACE
04 PRESSURE TREATED POST
2.5 LB/CFr MIN. WOM
AP SILL = 1.25'
NATION = 0.78'
RIES (SEE PLAN)
REFLECTIVE MARKER POST DETAIL
SCALE. NONE

/4 STIRRUPS 0 12" O.C.
15 BARS 0 12" TOP k BOTTOM, EACH WAY 12' THICK CONCRETE PAD
EXISTING GRADE 3 2' 3" 3/4' CHAMFER ALL TOP ED
ILI 2
N
1
�-12" I (3) #6 BARS CONTINUOUS
-1 3' CLEAR COVER
SECTION A -A
F- D
60'
A CONCRETE PAD DETAIL
IX -7 SCALE: NONE
3/81
SAW CUT- 1/4" TOP OF SLAB
SEALANT
3/8"
/2' r
I}
1/2- DIAMETER
BACKER ROD
SAW CUT
TYPICAL CONTRACTION JOINT (CJ)
B SLAB -ON -GRADE JOINTS
EX -7 SCALE: NONE
��FrzI
A SIM
`THICKENED EDGE (ALL SIDES)
CJ = CONTRACTION JOINT
EJ = EXPANSION JOINT
SEE DETAIL B, THIS SHEET
1/8"X3/4" TOOLED JOINT
FILLED WITH HOT -POURED
RUBBERIZED ASPHALT
/-f6DOWEL X 48" LONG
6" O.C.-GREASE ONE END
TYPICAL EXPANSION JOINT (EJ1
SMOOTH DOWEL x 32' 0 2' O.C.-DRILL
EPDXY INTO EXISTING SLAB
GREASE END IN NEW SLAB
� EXISTING CONCRETE SLAB
NEW 10' THICK ABC
EXISTING GROUND GRAVEL SURFACE COURSE EXISTING GRAVEL
COMPACTED SUDGRADE J
TYPICAL REPAIR OF GRAVEL CUi
C GRAVEL SECTION
EX -7 SCALE: NONE
i

SELF -ANCHORING
METAL POST ® 6' O.C. MAX
12 GAUGE 6"x6" WIRE MESH
FILTER FABRIC
<== FLOW
8" ' \X, \x \x
WMTTFNANCE:
1. INSPECT STRVICTURES WEIXLY AND AFTER AT
LEAST A 1/2 OR GREATER RAINFALL EVENT.
2. REMOVE SEDIMENT FROM BEHIND SILT FENCE
PRIOR TO R REACHING A MAXIMUM DEPTH OF
SIX 6 INCHES.
A SILT FENCE DETAIL
IX -8 SCALE: NONE
PROCEMN
STRAW MULCH SHALL BE APPLIED AT A RATE WrIa WILL INSURE APPROXIMATELY
95% COVERAGE OF THE SEEDED AREA. THE STRAW AND SOWN SEED WILL BE
LIGHTLY DISCED INTO THE BED TO GIVE IT FURTHER RESISTANCE TO BLOWING AND
WASHING. THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER
THE ENTIRE DISTURBED AREA IF NECESSARY, THE CONTRACTOR WILL WET DOWN
THE AREAS TO ASSIST IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
EXCESSVELY DRY WEATHER. A STAND OF GRASS WILL BE CONSIDERED ACCEPTABLE
WHEN THE ENTIRE STAND OF GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED AREAS RESEEDING WILL BE
REQUIRED AS NECESSARY BY THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND
OF GRASS.
THE AREAS DISTURBED BY THIS PRO,ECT WILL BE STABILIZED WITH GRASS IN
ACCORDANCE WITH THE FOLLOWING SCHEDULE:
Z PQ ARY SER MG OMMIM
RYE GRAIN
1 - FEBRUARY 151
120 URS/AC
ANNUAL LESPEDEZA KOBE
50 URS/AC
UME
2,000 LBS/AC
10-10-10 FERRUZER
750 URS/AC
MULCH
4,000 LBS/AC
ANCHOR STRAW BY TACKING WITH ASPHALT
TALL FESCUE
60 LBS/AC
PENSACOLA BAHIAGRASS
50 LBS/AC
SERICEA LESPEDEZA
30 LBS/AC
KOBE LESPEDEZA
10 LBS/AC
UME
3,000 LBS/AC
10-10-10 FERTILIZER
1,000 LBS/AC
MULCH
4,000 LB/AC (TACKED WITH ASPHALT)
FROM SEPTEMBER 1 - OCTOBER 31, USE UNSCARIFIED SERICEA SEED.
BETWEEN APRIL 15 AND AUGUST 15, ADD 10 LB/AC GERMAN MILLET.
PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 25 LB/AC RYE GRAIN.
SPECIAL SMW NOTE-
CUT
OTECUT & FILL SLOPES WILL, WITHIN 7 CALENDAR DAYS DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
B VEGETATION PLAN
EX -8 SCALE: NONE