20200407 Ver 1_CAMA Application_20200324

NOTES:
1. PROPOSED WORK
- REPLACE EXISTING BOAT RAMPS WITH A NEW 85 LF
CONCRETE BOAT RAMP
(INCLUDES RAMP PROTECTION GROINS: 110 LF)
- REPLACE EXISTING PIER AND BOARDWALK WITH NEW PIER
AND STEP DOWN KAYAK LAUNCH PLATFORM
- PLACE RIP RAP IN OLD RAMP ALIGNMENT, AFTER RAMP
WF
_ ----- -,— --
REMOVAL: 192 SF
- SHORELINE BULKHEAD REPLACEMENT: 21 LF
. A2NATHANM IY7L57EfNiJLh€
t
Received
- /
MAR 9 -1020
B
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-_
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EXCAVATED MATERIAL,
/ PLACE RIP RAP IN OLD b
p
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'
&RIPARIAN Cd WDOR
STOCKPILE AREA
RAMP FOOTPRINT I
r
p
PROPOSED
IQ (370 SF)
AFTER RAMP REMOVAL
55 LF
50'
' (192 SF) i
p ' ' ' /
RAMP
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PRELIMINARY
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PERMITTING
ONLY
1
/ , p , r PROTECTION z
/ EXISTING RIP RAP ' O i , r / GROIN
/ TO BE JI2EMOVED ----'—rat------------------------ 0
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,
l � •, c In � I � W
/ �1 3.0' \,\„ ., :. Ir ',: TEMPORARY
06
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PROPOSED BOAT RAMP REPLACEMENT b%COFFER DAM 7 W
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---
/ PROPOSED BOARDJEN
18.0'
', 25.0' :-. �':
N
a
REPAIR/REPLACE
IIIII
'�
—4 J PROPOSED
PROPOSED PIER REPLACEMENT
55 LF
38.0.
I110 tO
RAMP
I
3.0'
PROTECTION
GROINCONCRPAD
1.4
EXISTING
I /
— — — — — — —
I
PROPOSED
PAD TO
//
(
DOWN
4 FT BY5 FTREMAINSTEP
PKAYAK LATFORMUNCH
In
PROPOSED
21 LF BULKHEAD
40pREPAIR/REPLACEMENT
1$,RIPARIAN CORglDW
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I-20'
/
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w z .
tPARCEL & AERIAL DATA SHOWN,
BASED ON COUNTY GIS DATA.
O

OWNER/APPLICANT: CAMDEN COUNTY
PO BOX 190
CAMDEN, NC 27921
PROPERTY INFORMATION:
PIN: 038952045474390000
PROPERTY ADDRESS: 0 BEECH TREE DRIVE
SHILOH, NC 27974
BOUNDARY AND AERIAL INFORMATION BASED ON CAMDEN
COUNTY GIS. EXISITNG CONDITIONS BASED ON FIELD SURVEY
DATA COLLECTED BY QUIBLE & ASSOCIATES P.C. ON
12/13/19. THIS PLAN IS NOT A BOUNDARY, OR CERTIFIED,
SURVEY AND SHALL NOT BE UTILIZED FOR RECORDATION,
SALES. OR CONVEYANCE OF LAND. THIS PLAN IS FOR
MILLtOWN ROp,D
EXI5TIN6
00577N6
6RAVEL LOT
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KATIRYM R. FABER
PIN4 039952045455860000
Le
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'Re-ceiv
MAR 9 - 2020
DMEC
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THESE STRUCTURAL DOCUMENTS ARE THE PROPERTY OF MICHAEL D. O'STEEN, P.E. FOR USE SOLELY WITH
THIS PROJECT AND SHALL NOT BE REPRODUCED FOR OTHER PURPOSES.
NOTES:
1) ALL PILES SHALL BE T.W. NO.2 SOUTHERN PINE WITH MINIMUM EMBEDMENT AS NOTED,
ENGINEER ASSUMES NO RESPONSIBILITY FOR EXISTING STRUCTURAL CONDITIONS.
3 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE PROPER INSTALLATION OF ALL METAL
FASTENERS PER MANUFACTURER'S SPECIFICATIONS.
A4 IT IS THEARY PONSIDISCRIUTY O THE
�CONOORR UTO VERIFY ALL DIMENSIONS AND INFORM ENGINEER OF
4IT IS THE SOLE RESPONSIBILITY OF THE CONTIACTOR AND OR BUILDER TO CONFORM TO ALL
ANDARDS. PROVISIONS. REQUIREMENTS. METHODS OF CON UCTION, AND USES OF MATERIALS IN
OLALO(HGS AND/OR STRUCTURES FKCVIOEO BY THE 2018 NORTH CAROLINA STATE BUILDING CODE (2015
IBC WITH NORTH CAROLINA AMENDMENTS). ANY OTHER LOCAL AGENCIES, AND IN ACCORDANCE WITH GOOD
ENGINEERING AND CONSTRUCTION PRACT(OES.
6 ALL SAWN LUMBER SHALL BE NO.2 SOUTHERN PINE (MIN.).
7 ALL FASTENERS TO BE HOT DIPPED GALVANIZED (MIN.) OR AN APPROVED EQUAL LAG SCREWS TO BE
GRADE 316 (MIN.) STAINLESS STEEL
8 ALL WOOD MATERIALS SHALL BE TREATED PER AWPA STANDARD UI-18. ALL PILINGS AND GIRDERS
S BE TREATED PER USE CATEGORY UCSB GUIDELINES. ALL OTHER ABOVE GROUND FRAMING
COMPONENTS (JOISTS. DECKING, ROOF GIRDERS, RAFTERS, ETC.) SHALL BE TREATED PER USE CATEGORY
UC4B GUIDELI ES.
B) NO INSPECTION OF ACTIVE OR COMPLETED CONSTRUCTION IS TO BE PROVIDED BY MICHAEL D.
O'STEEN, P.E., UNLESS SPECIFICALLY AUTHORIZED BY SEPARATE CONTRACT FROM THE OWNER OR CLIENT.
EXISTING CONCH
HANDICAPPED PARKING SF
BY OTHERS TO REi
SPACE
( BY OTHERS TO REMNI
DESIGN LOA0.S:
IMPORTANCE FACTORS:
SNOW (1 ; 1.0 (TABLE 7-4)
SEISMIC M): 1.0 (TABLE 11.5-1)
DESIGN LOADS (PSF): LIVE imp OFAn LOAD LL
(IE6EGLQR
PIER: Im 10 L/360
GROUND SNOW LOAD: 10 PSF
WRY LOAD:
BASIC WIND SPEED: 125 MPH (ASCE 7-10)1 EXPOSURE C
RISK CATEGORY: 11 (TABLE 1-1: ASCE 7-05)
SOIL BEARING CAPACITIES:
PRESUMPTIVE BEARING CAPACITY - 2,000 PSF
PILE SIZE, TYPE, AND CAPACITY = 8.6 WOOD FRICTION FILES, 8 KIP
CAPACITY (U.N.O.
SPECIAL INSPECTIONS REQUIRED: NO
30'-0'
VAY MY
12H:O.BV
EXISTING
OTHERS TO
EXISTING BOAT RAMP & PIER ELEVATION CROSS SECTION
SCALE:Iir-74r
NOTE: ELEVATION DATA IS APPROXIMATE AND IS PROVIDED FOR PUNNING
PURPOSES ONLY. ACTUAL ELEVATION DATA SHALL BE PROVIDED BY A
LICENSED SURVEYOR.
UPPER SECTION OF PROPOSED CONCRETE EXISTING 6x6 PIL
MOAT RAMP (SEE DETAIL). SLOPE UPPER OTHERS TO REMAIN
SECTION 12Hd.2V (OR) 10%
VAY BY PROPOSED WOOD PIER.
12H:O.SV rMAX. SHAPE 12H:IV
WOOD PIER BY
TO BE REPAIRED
55'-0" -
POSED WOOD PIER. TOP OF
( SURFACE TO BE APPROX.
ABOVE WATERLINE
,-A APPROX. VOLUME OF LOWER SECTION OF PROPOSED CONCRETE
•.) PROPOSED FILL = 26.4 CY BOAT RAMP (SEE DETAIL). SLOPE LOWER
SECTION 12H:1.BV (OR) 159
PROPOSED BOAT RAMP & PIER ELEVATION CROSS SECTION
SCALE: 118" -11dl"
NOTE: ELEVATION DATA IS APPROXIMATE AND IS PROVIDED FOR PUNNING
PURPOSES ONLY. ACTUAL ELEVATION DATA SHALL BE PROVIDED BY A
LICENSED SURVEYOR.
Received
MAD 1 1 2020 w
a
DMEC zi u
N
in,,Q �px
aJa
ryry O W
i�
V z
EXISTING W000 RAILING BY EXISTING WOOD STAIRS BY
OTHERS TO BE REPAIRED OTHERS TO BE REMOVED gg
+5.0, FT. g
+5.0. FT. 6
+4.0 FT. _. o
+3.0 FT,
+X. WL
+LT)-Io FT.
APPROX.. NWL (fyyy
z.D Fr.
3.0 FT. 61
_------___ -4.0 FF.
LL
END
BOATORAMP BY 07HERSCONCRETE
TO EXISTING GRADE \� S '1`3 OZ/'Y •ljt..• 2
BE REMOVED w Q ••�` �JA,',.,Y-)9 ems¢
SEAL
tTCO i GG
)SED 42" HIGH WOOD GUARD
)RTH SIDE OF WALKWAY ONLY
DETAIL 1 ON THIS SHEET)
ti
APPROX. VOLUME OF
PROPOSED CUT = 7.5 CY.
ALL CUT MATERIAL TO
REMAIN ON SITE.
ROX. 6 FT.
WATERLINE
PrGO OSEOXNOE LAUNCH PLATFORM.
TOP OF DECK SURFACE TO BE
APPROX. 12" ABOVE WATERLINE
+0.0 FT.
+%0 FT.
+4A FT.
+3.0 FT.
+2�0. FT.
+1.0 FT.
APPROX. NWL
-1R FT.
-2.0 FT.
3.0 FT.
-4o FT.
-5.0 FT.
-V
-6.0 FT.
-7,o FT.
-8.0 FT.
PROPOSED GRADE
118" = V-0"
BNEET:
51 of 2
DATE:
1.18-19
REVISED:
ENGINEER NOT RESPONSIBLE FOR EXISTING STRUCTURES 2-24-20

On NORTH SIDE OF
PIER
4.4 T.W. RAIL
POST
BOTTOM RAIL TO
REJECT PASSAGE
OF 2' OIA.
SPHERE
EXISTING 6x6 PILINGS^Z
BY OTHERS TO
REMAIN (TYP.)
UiUNG 0
-T
z
ATTACH FACH JOIST TO GIRDER
w/2x4 VERTICAL TES. FASTEN
w/(i)/12d NNLS EACX END (IYPJ.
iv I
1
�2x6 T.W. JOIST 018' O.C. SPACING (TYP.)
X-2x6 LW. DECKING (TYP.)
•
7
q PROPOSED PIER CROSS SECTION
$2) SCALE: 316" w 1'4"
NOTE: GUARD SHALL BE CONSTRUCTED PER
NORTH CAROU14A BUILDING CODE SECTION 1013.
tiLh
PROPOSED UH+'0 (OR)
M(2 0 THRU-BOLTS
r !
w ASHR 8: NUT AT
EACH ENO (TWO BOLTS AT
EACH END OF GIRDER)
PROPOSER (1W2x10
t iI
lM!
T.W. CROER
II
`F
EXISTING S PILING
BY OTHERS TO REMAIN
i,
%21 GIRDER TO PILING CONNECTION DETAIL
•7='Y SCALE:112" w 1'4'
MNAD 112020
DCM-EC
9-0'
PROPOSED PIER FRAMING PLAN
SCALE: 1/8"=1W
PROPOSED PIER FRAMING SCHEDULE
MARK
DESCRIPTION
0-1
1 PROPOSED (I)2XIO T.W, DECK GIRDER
DJ-1
I PROPOSED 2Y8 016' O.C. T.W. DECK JOISTS
PROPOSED CONCRETE RAMP
55'--0'
TOP OF PROPOSED GROIN
MAX. 2 FT. ABOVE NWL (TYP.)
..__
PROPOSED CONCRETE RAMP
_._. _........
_._. _.... ._...
+6A FT.
+5.0 FT.
t4.0.. FT..
+3.0 R.
+2.0 FTC
+t0 FT.
APPROX. NWL
2.0 FT.
-
3.0 FT.
-4,0 FT.
-5.0 FT,
-8.0 FT.
-9,0 FT.
10.0. FT,
-11.0 FF,
_...
_...
-12.0 FT.
-13.0 FT,
-14.0 FT.
_
-15.0 FT.
-16.0 FT.
PROPOSED 8 0 T.W.PILES
PROPOSED GROIN ELEVATION CROSS SECTION
VINYL SHEETING
8RFr.OSED BELOW GRADE (TYP.)
MIN.
STAGGERED 05'-4" O.C. MAX.
SPACING k 8 FT. ((MIN.)
SCALE: HIS"-I-W'
EMBEDMENT DEPTH (TYP.)
NOW, ELEVATTON DATA 15 APPROXIMATE AND IS PROVIDED FOR
PLANNING PURPOSES ONLY. ACTUAL ELEVATION DATA SHALL
BE PROVIDED BY A LICENSED SURVEYOR.
t2
N
m
x
z
m
,..a ..
r
^ 2x(l T.W. TOP CAP OW.)
8x8 T.W. WALERS. FASTEN
-(7ByOpl
4 I
w_0//2_'x2.'^xj( WASHER
I r
1`
N'Clt� VERTICALLY Ai
SPLICE LOCATIONS UYP,).
1h1
PROPOSED 425 SERIES
II jj
SHOREGUARD VINYL
FL
IN. M BL8
"
.BEELOWOW GRADE
It
;'I
II
�I
Il�lltli
APPRO IMATE GRADE EL 0
5
e
EXISTING GRANULAR
SOILS (SAND) FREE \
i
OF DEBRIS y
'I IXISTINO GRANULAR SOILS
(SAND) FREE OF DEBRIS
PROPOSED 8'0 PILES
_ - STAGGERED EACH SIDE
05'-4' O.C. MAX.
SPACING k 8 FT. (MIN.)
EMBEDMENT DEPTH (TYP.)
3 BULKHEAD SECTION VIEW
$ SCALE: 316"wt'-0"
7.NC25" THICK 4,000 PSI
TEXTURED SURFACE: ))-NxUy'W CORETE w1WV E'
DIAGONAL RIDGES ORIENTED 6x6-W2.1xW .1 WElOEO WIRE
45' TO RAMP SLOPE (TYP.) REINFORCEMENT (TYP.)
PlgN Y4' SAW CUT CONTROL JOINTS
FO E 010 FT. MAX. SPACING
m
r
6' LAYER OF 157 STONE 12LAYER OF CUSS B ®'
4 CONCRETE PAVEMENT SECTION
$ SCALE:112'�t'•0"
NOTES:
i WELDED WIRE FABRIC: ASTM A185. L
2 2' MIN. CLEAR CONCRETE AIR ON I'll
A L REINFORCING, -4
ENGINEER NOT
SEAL :y►.
032628 1
W1a4
id
p
g�
GWMpN%
.9a5,a
i�122O,
110
oW�81
lj
YdY t7 w
r< m 9
SCALE:
AS NOTED
SHH�EET
77A72: r�
OF 2
DATE:
1-18-19
REVISED:
2-24-20

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
March 24, 2020
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
gregg.bodnar(G)ncdenr.gov
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Camden County
Project Location: 0 Beech Tree Drive, end of Milltown Road in Camden County
Proposed Project: Replace existing boat ramp, pier, pier access walkway, place riprap in the
old boat ramp footprint and replace a section of bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grew Bodnar at the address above by April 14, 2020. If you have any questions
regarding the proposed project, contact Ron Renaldi (252-264-3901, ext. 235) when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached`*
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME
AGENCY
SIGNATURE
DATE
ry TH
Oq�Emtl N FmYmn�b10, W X,�
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 3001 Elizabeth City, North Carolina 27909
252264.3901

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Camden County (Milltown Road Boat Ramp Improvements)
2. LOCATION OF PROJECT SITE: The property is located at the end of Milltown Road
(SR 1113), however, it is addressed as 0 Beech Tree Drive, Shiloh, Camden County,
adjacent to the Pasquotank River.
Latitude: 36.2555510 Longitude:-76.0975520
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 2/4/2020
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete — 3/23/2020
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Camden County
Land Classification from LUP - Residential
(B) AEC(s) Involved: Estuarine Waters (EW), Public Trust Area (PTA) & Estuarine
Shoreline (ES)
(C) Water Dependent: Yes
(D) Intended Use: Public/Government
(E) Wastewater Treatment: Existing - None
Planned - N/A
(F) Type of Structures: Existing - Two concrete boat ramps, wooden walkway,
pier, riprap, bulkheading, groins associated with the boat
ramps, concrete parking pad and gravel parking area.
Planned — New single boat ramp with groins, replacement
wooden walkway & pier with kayak launch, bulkhead,
riprap.
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION: [AREA]
EXCAVATED FILLED OTHER
(A) Shallow Bottom PTA, EW AEC's
±990 ft2
(boat ramp)
±235 ft2 shaded
(B) Estuarine Shoreline AEC
±3,166 ft2
(C) Other
(D) Total Area Disturbed: ±4,391 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SB Open to Shellfishing: No

Camden County (Milltown Road Boat Ramp Improvements)
Field Investigation Report
Page 2
8. PROJECT SUMMARY: The applicant proposes to remove two existing concrete boat
ramps and replace them with a single, larger concrete boat ramp with sidewall
groins/jetties. In addition, the applicant proposes to replace the existing pier & pier
access walkway, place riprap in the old ramp footprint and replace a section of
bulkhead.
Proiect Settin
The proposed development is located at a Camden County and CAMA public water access site
known as the Milltown Road River Access. It is located at the end of Milltown Road (SR 1113);
however, it is addressed as 0 Beech Tree Drive, Shiloh, Camden County, and is adjacentto the
Pasquotank River. This water access site is currently closed due to damages to the facility.
The property is ±7,761 ft2 in size with elevations that approximate 6' above normal water level
(NWL). The majority of the highground area is gravel approach/parking with a 20'x16' concrete
pad for handicap parking. Areas that are vegetated contain maintained yard grasses, groundsel
bushes and one Live Oak tree. Based on available information, no archaeological sites are on
or near this property.
The shoreline is±72' in length and contains two deteriorating concrete boat ramps. The eastern
ramp measures ±34'x11' and abruptly ends at NWL while the western ramp measures ±40' x12'
with ±20' of that length extending waterward of NWL. Both boat ramps have groins incorporated
into their sides as structural components. The remaining shoreline has been hardened with
granite riprap as well as a 21' section of bulkhead located landward of the riprap. This bulkhead
extends from the western boat ramp groin to a bulkhead return along the western property line.
A ±38'x5'ground level wooden walkway extends from the parking area adjacent to the western
ramp to the shoreline where it then piers out ±42' into the Pasquotank River. This pier is not
currently usable due to storm damage and has been blocked off from use.
The waters of the Pasquotank River in this area are considered Joint Waters, classified as SIB
and are closed to shellfish taking. There is ±2.2 miles of open water to the west of the site. The
bottom substrate is made up of fine sands and water depths within the project area range from
05to ±4' below NWL. Submerged Aquatic Vegetation (SAV) was not observed growing within
the project area.
The adjacent riparian property to both the east and west are residential in nature with single-
family dwellings, bulkheaded shorelines and docking facilities.
Development Proposal
Camden County is proposing to renovate the water access site by first removing both existing
concrete boat ramps. These ramps will be broken up into usable riprap pieces that will initially
be stockpiled on -site and later placed within the former footprint of the eastern ramp.
In place of the two boat ramps, the applicant is proposing to install one 55' long x 18' wide
concrete ramp. Prior to the boat ramp installation, two permanent vinyl 55' groins/jetties will be
constructed to serve as side walls to the ramp and to provide protection from undercutting and
scour. A temporary sheet -pile cofferdam will then be installed at the waterward end of the ramp

Camden County (Milltown Road Boat Ramp Improvements)
Field Investigation Report
Page 2
footprint that will tie into the groins/jetties to enable dewatering of the ramp area during
construction. A compacted granular soil will constitute the sub -base which will underlie crushed
stone. The ramp will be surfaced with a reinforced concrete slab and the temporary coffer dam
sheeting will be removed upon completion. The end of the ramp will be ±40' waterward of NWL
where water depths are ±4' below NWL. A 30'x18' concrete approach will be added to the ramp
within the graveled highground area.
The existing 21' section of bulkhead located landward of NWL will be removed and replaced
within the approximate existing alignment and additional riprap added to the area.
The applicant then proposes to replace the wooden walkway and pier in the approximate
existing locations. The wooden walkway over land measures 38'x5' and the pier section will be
43' in length. The pier will be 5' wide for the first 18' and then increase to 6.5' in width for the
remaining 25' of length. The pier will then stepdown to a 4'x5' kayak launch platform.
Anticipated Impacts
• The construction of the groin sidewalls, boat ramp and temporary cofferdam will result in the
excavation/grading of ±990 ftz of Estuarine Waters and Public Trust Area AEC's.
• The proposed pier and platform will result the shading of ±235 ftz of Estuarine Waters and
Public Trust Area AEC's.
• It is estimated that the project will result in ±3,166 ftz of land disturbance within the Estuarine
Shoreline AEC for the removal and replacement of the ramps and bulkhead as well as the
boardwalk replacement.
• Impervious area will not be increased by the redevelopment.
Submitted by: Ron Renaldi
Date: 3/23/2020

peceivod
Milltown Road Boat Ramp
Camden County
Introduction / Existing Conditions
MAR 9 -1020 CAMA Narrative
Updated 2-17-2020
DWEC
The Site is an approximately 0.18 acre parcel of land on the Pasquotank River that is owned by
the County of Camden in Shiloh, North Carolina. The listed address of the property is 0 Beech
Tree Drive and is located at the intersection of Milltown Road and Beech tree Road. This has
been known as the Milltown Road Boat Ramp Property and is referred to as such in the permit
request package. Existing on the Site is a gravel drive, upland concrete pad, 2 concrete boat
ramps (in disrepair), shoreline stabilization rip rap and sheet pile bulkhead systems for shoreline
stabilization and for concrete ramp support.
The County wishes to renovate the facility so that it provides a safe and useable resource for
the general public. Please refer to the accompanying CAMA Exhibits that include: Quible &
Associates, P.C. Sheets 1 and 2 (Existing Conditions and Proposed Work) along with Project
Cross -Sections by Michael D. O'Steen, P.E.
The Existing Conditions Sheet includes water depths (relative to NWL) and other existing
conditions, which includes rip rap under water that is not visible on aerial photos. There are
some scattered rip rap pieces further waterward of the rip rap shown, but the mapped location
of the material is a best fit line at the waterward toe.
There was no rooted SAV or associated rhizomes found within the proposed project area or
anywhere in surface waters adjacent to the Site. Additionally, no ripped up SAV was found in
wrack along this shoreline. This is not mapped as a potential SAV area and there has been no
evidence suggesting SAV has grown in this area in the recent past.
Proposed Work
Both of the existing concrete ramps will be removed prior to construction of a single, new ramp.
The existing ramps will be broken into useable rip rap pieces that will be used on the site. This
material will initially be stockpiled on -site before placed in its final location on -site within the
footprint of the eastern existing ramp. The timber bulkheads that are planned to be removed will
be disposed of at an approved County -owned landfill. Additionally, the boardwalk/pier will be
disposed of at the same C&D landfill to the extent necessary. The County preference is to keep
the existing pier pilings in place if they are structurally suitable, but please note that this permit
request involves complete replacement in the event preservation is not adequate.
Prior to excavation/grading and any new concrete work for the ramp, the ramp protection groins
will be constructed using timber piles and vinyl sheeting (55 ft each side, 110 ft total). After this,
a temporary sheet pile cofferdam will be driven around the end of the ramp footprint and will tie
into the side permanent retaining wall/bulkheading to enable dewatering of the ramp area during
construction. A compacted granular soil will constitute the sub -base which will underlie crushed
stone of thicknesses determined appropriate by a geotechnical engineer. The ramp will be
surfaced with a reinforced concrete slab and the end coffer dam sheeting will be removed upon
completion.
The purpose of the ramp protection groins is two -fold and has become a common practice for
several ramps that we have been involved with (design, permitting and construction). During
construction, this allows a stable coffer dam system to contain the ramp and to allow for

Milltown Road Boat Ramp CAMA Narrative
Camden County Updated 2-17-2020
grading, subbase preparation and 'concrete pouring. After construction, these groins will
primarily protect the concrete ramp from undercutting/scour, but will also prevent excessive
siltation from covering the ramp surface. Longshore current -driven undercutting of ramps is the
main problem we have seen with unprotected concrete poured in place or in push slab types of
construction.
There will be minor grading and shaping inside the coffer dam area since the existing ramp is
significantly shorter than the new proposed one. The total amount of material (silty sand
dominated sediment) to be excavated for the ramp is 7.5 cu yds based on an analysis of the
slope of the new ramp compared to existing conditions. This material will be incorporated onto
the site and is not intended to be hauled off.
There is no proposed dredging outside of the footprint of the new ramp.
The boardwalk/pier will be re -built in the location shown on the plan which is essentially in the
same location as the existing one. The boardwalk section is over land and is 38 ft long x 5 ft
wide. We refer to the section over water as the pier section which is 43 ft long (the outer 25 ft is
6.5 ft wide). The reason for the 6.5 ft wide portion of pier is to be able to extend the pier width
over the approximately 1.5 ft wide ramp bulkheading to help with launching, retrieval and
temporary staging of boats. As previously noted, the County would like to keep the existing
pilings to the extent they can, but we would like to permit a complete replacement of this and the
shoreline parallel section of bulkhead shown on the plan (21 ft) in the event that the pilings are
no longer structurally suitable. Off the end of the pier, we are requesting a step-down kayak
launch platform (4 ft x 5 ft).

APPLICATION for JAN 23 2029
Major Development Permit DCM-EC
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
t. Primary Applicant/ Landowner Information
Business Name
Camden County
Project Name (if applicable)
Milltown Road Ramp Repair/Replacement
Applicant 1: First Name
Dan
MI
Last Name
Porter
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
117 North NC 343
PO Box
190
City
Camden
State
NC
ZIP
27921
Country
USA
Phone No.
252-338-1919 ext.263
FAX No.
252 - 333 -1603
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Michael D O'steen, P.E.
Agent/ Contractor 1: First Name
Michael
MI
D
Last Name
O'Steen
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
1720 Bay Drive
PO Box
City
Kill Devil Hills
State
NC
ZIP
27948
Phone No. 1
252 - 423 - 2300 ext.
Phone No. 2
ext.
FAX No.
Contractor#
Street Address (d different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Camden
0 Beech Tree Drive
SR 1113
Subdivision Name
City
State
Zip
Shiloh
NC
27921 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Pasquotank River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural []Manmade ❑Unknown
Pasquotank River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Camden County
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
72, based on 12/13/2019 shorelien survey
7,761, confirmed by recorded survey
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high wated or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
6 ❑NHW or ®NWL
e.
Vegetation on tract
bermuda grass, groundsel bush, live oak
f.
Man-made features and uses now on tract
gravel parking, upland concrete pad, concrete boat ramps with retaining walls, wood boardwalk/pier; wood bulkhead, rip rap
g.
Identify and describe the existing land uses adlacent to the proposed project site.
Residential -Single Family Dwellings
h.
How does local government zone the tract?
1. Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
®Yes ❑No DNA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k.
Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA
if yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
Received
JAN 2 3 2029
®CM -EC

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or III) above, has a delineation been conducted? ❑Yes ❑No
(Attach documentation, if available)
n. Descdbe existing wastewater treatment facilities.
his
o. Describe existing drinking water supply source.
n/a
p. Describe existing storm water management or treatment systems.
vegetated swale retentionlnfiltration
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Publir/Govemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Public boat ramp for launching and retrieving of boats. The boardwalk/ pier will be used by boaters in additon to the general
public for viewing, water access and fishing.
c. Describe the proposed construction methodology, types of construction equipment to be used dudng construction, the number of each type
of equipment and where it is to be stored.
Excavator/grading equipment; dump trucks; vibratory hammer, water pumps; temporarily stored on -site during construction
d. List all development activities you propose.
Repair/replace existing concrete boat ramp and bulkheads, wood pedestrian access boardwalk/pier with kayak/canoe launch
platform; see narrative for detail
e- Are the proposed activities maintenance of an existing project, new work, or both? both
f. What is the approximate total disturbed land area resulting from the proposed project? 3,166 ®Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Runoff to surface waters will continue to occur
I. Will wastewater or stormwater be discharged into a wetland? []Yes ®No DNA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes []No ❑NA
j. Is there any mitigation proposed? []Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back> Received
JAN 2 3 Kl!)
DCM-EC

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Faber, Kathrynn R. Phone No.
Address 230 Milltown Road, Shiloh, Camden County, NC 27974
Name Wolstenhome, Jonathan M. Phone No.
Address 100 Beech Tree Drive, Shiloh, Camden County, NC 27974
Name Phone No.
Address
g. A list of previous state or federal permits issued forwork on the project tract. Include permit numbers, permlttee, and issuing dates.
GP NOA-41848; 6105
GP NOA-42173; 7/05
h. Signed consultant or agent authorization form, if applicable.
I. Welland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expendlture
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful W(he bgst of my knowledge.
Date 12/20/2019 Print Name _MichaelJ;!O' ,, P.E
Signature
G
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information
Received
JAN 23 "M9
DCM-EC

Form DCM MP-2
EXCAVATION and FILL
Received
MAR 101020
(Except for bridges and culverts) DMEC
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
55
n/a
Width
18
n/a
Avg. Existing
-4
NA
NA
Depth
Final Project
-q
NA
NA
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
7.5 cu yds. (grading for new ramp only)
c. (i) Does the area to be excavated Include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
Grading for new ramp; this was calculated based on existing
conditions and the proposed slope and dimensions of new ramp
❑This section not applicable
silt -sand dominated
d. High -ground excavation in cubic yards.
n/a
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
On -site stockpile area and bulkhead backfill 15' x 26' (stockpile area), 20' x 29 (bulkhead backfili)
c. (i) Do you claim title to disposal area?
RYes ONO ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
[:]CW ❑SAV ❑SB
OWL RNone
(li) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No RNA
(ii) If yes, where?
f. (q Does the disposal include any area in the water?
❑Yes ®No ❑NA
(it) If yes, how much water area is affected?

Received
r.R ,
Mae 10 2020
3. SHORELINE STABILIZATION ^ fi r`�•S action not applicable
(if development is a wood groin, use MP-4 — Structures) DC"Cr
a. Type of shoreline stabilization: b. Length: shoreline bulkhead:21 fi
®Bulkhead ®Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 0'
e. Type of stabilization material:
sheetpile, clean concrete pieces and granitic rock
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap _
Breakwater/Sill Other No fill below NWL associated
with shoreline stabilization (new ramp only)
I. Source of fill material.
material from ramp grading and concrete from existing ramp
demolition
Width: 1.5'
d. Maximum distance waterward of NHW or NWL: 0'
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
sand (bulkhead backfill), clean concrete pieces for rip rap
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (IWilt fill material be brought to the she? ®Yes ❑No DNA b. () Will fill material be placed in coastal wetlands/marsh (CW).
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water 20 c�tl other wetlands (WL)? If any boxes are checked, provide the
number of square feel affected.
(III) Dimensions of fill area 22x18 ❑cw ❑SAv _ ❑SB
(iv) Purpose of fill ❑WL ®None
base for boat ramp (a) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
stored on existing gravel pad
c. (1) Will navigational aids be required as a result of the project?
❑Yes ®No DNA
(ii) If yes, explain what type and how they will be implemented.
2/17/2020
Date
Milltown Boat Ramp Repair
Project Name
What type of construction equipment will be used (e.g., dregline,
backhce, or hydraulic dredge)?
backhce
d. (i) Will wetlands be crossed in transporting equipment to project
she? ❑Yes ®No ❑NA
III) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Michael D. O'Steen
Applicant Name

Received
MAR 10 2020
Applicant Signature

Received
MAR 10 2020
STRUCTURES DMEC
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ®PublidGovernment ❑Private/Community
G. (i) Dock(s) and/or pier(s)
(ii) Number
1
(iii) Length
43'
(iv) Width
5'(18' section) 6.5'(25' section)
(v) Floating
❑Yes ONO
❑This section not applicable
b. (i) Will the facility be open to the general public?
®Yes ❑No
d. (i) Are Finger Piers included? ❑Yes ®No
If yes:
(u) Number
(iii) Length
(iv) Width _
(v) Floating []Yes ❑No
e. (1) Are Platforms included? ®Yes ONO f. (i) Are Boatlifts included? ❑Yes ONO
If yes: If yes:
(ii) Number 1 (11) Number
(III) Length 4' (!it) Length
(iv) Width 5' (iv) Width
(v) Floating []Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
n/a ❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
n/a ❑ Dockage, fuel, and marine supplies
❑ Dockage ('wet slips') only, number of slips: _
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
❑ Other, please describe:
I. Check the proposed type of siting:
❑ Land cut and access channel
❑open water; dredging for basin and/or channel
®Open water; no dredging required
[]Other; please describe:
k. Typical boat length: 18'
m. (1) Will the facility have tie pilings?
[]Yes ®No
(it) If yes number of tie pilings?
j. Descdbe the typical boats to be served (e.g., open mnabout,
charter boats, sail boats, mixed types).
open/runabout/canoe
I. (i) Will the facility be open to the general public?
®Yes []NO

Received
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project. ®����
❑ Office Toilets
❑ Toilets for patrons; Number: _; Location:
❑ Showers
❑ Boatholding tank pumpoul; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
C. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake° signs proposed.
I. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
J. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes []No

Received
MAR 10 2020
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB _
OWL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse strucure(s):
❑Commercial ❑PublidGovernment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width _
Note: Roofed areas are calculated from drfpline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ❑This section not applicable
a. (i) Number 2
(ii) Length 55' each (110' total)
(iii) Width 1_5'
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s): b. Number
❑Commercial ❑PublidGovernment ❑Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, d present.
e. Arc of the swing
7. GENERAL

a. Proximity of structure(s) to adjacent riparian property lines
17' to west property line, 16 to east property line
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
11 626'
e. (1) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
104'to pier 230 Milltown Road/171' to pier 100 Beech Tree
Drive
d. Water depth at waterward end of structure at NLW or NWL
6'
& OTHER ❑This section not applicable
a. Give complete description:
Remove existing boat ramps; Boardwalk over land: 38' x 5' (this is the same structure as the pier, but is referred to as a
boardwalk over land and pier over water).
2/17/2020
Date
Camden County Milltown Boat Ramp Repair
Received
MAR 10 2020

'�,�-1, on — o VO'Lt
FILED in C Comty, NC
on Doe 29 2005 at 09AX29 Ah
kj P or fD
o"
800K 224 PAGE 26
NORTH CAROLINA GENERAL WARRANTY DEED
MaillBox to: H. T. Mullen. Jr., Post Office Box 365, Elizabeth City, NC 27907- 365
This instrument was prepared by: It T. Mullen, Jr., Post Office Box 365, Elizabeth City, NC 27907-0365
Brief description for the
THIS DEED mad, tbis28thdayof November 20 05byandbetween
RICHARD C. KING, unmarried
CAMDEN COUNTY
PO Box 190
Camden, NC 27921
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context
VMMSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in
the City of Shiloh Township, Camden County, North Carolina and mote
particularly described as follows:
Please see attached Exhibit A.
The property hereinabove described was acquired by Grantor by instrument recorded in Book page
A map showing the above described property is recorded in Plat Book_ page.
NC Bar Association Form No. L-3 © 1976, Revised ® 1977, 2002
Printed by Agreement with the NC Bar Association —1981 SoftPro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609
Received
JAN 2 3 M9
DCM-EC

Beginning at a point, said point being presently designated by an existing iron rod,
said point of beginning being North 640 50' 18" West 85.22 feet from a pk nail in the
center line of Beech Street and from said control comer thence South 470 09' 10" East 60
feet to a point, said point being presently designated by an iron rod, thence South 35' 49'
38" West 132.62 feet to a point, said point being located in a riprap bulkhead, thence
continuing along the aforesaid bulkhead North 42' 55' 46" West 60.72 feet to a point,
thence North 35' 49' 38" East 128.08 feet to a point, being the said point and place of
beginning.
Reference is made to that certain map or plat entitled "Conveyance Plat for
Richard C. King", Shiloh Township, Camden County, North Carolina, prepared by
Edward T. Hyman, Jr., Registered Surveyor, dated November 18, 2005.
The aforesaid map or plat is by reference incorporated herein.
The Grantor herein conveys his interest in the above described tract or parcel,
which said tract or parcel is subject to a public easement of right-of-way from Milltown
Road to the Pasquotank River.
j4 2 3 2G29
DCM-EC

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MAJOR PERMIT FEE MATRIX
Applicant: Ln1 La _l 11'I a4L. CIO U6r P.F I-( ✓
Selection
Development Type
Fee
DCM %
(143001601 4351000931625 6253)
DWO %
(243001602 436100095 2341)
I. Private, non-commercial
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or o an water areas:
II. Public or commercial
development that does not
$400
100% ($400)
0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
Major Modification to a
$250
100% ($250)
0% ($0)
CAMA Major ermit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below a lies:
11
III(A). Private, non-
commercial development, if
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4097 (See
attached can be applied:
III(B). Public or commercial
development, if General
$400
100% ($400)
0% ($0)
Water Quality Certification
No. 4097 (See attached)
can be a lied:
III(C). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
lated to water quality or
uatic life:
(D). If General Water
uality Certification No.
$400
60% ($240)
40% ($160)
4excavation
097 (see attached) cannot
e a lied:
. For development that
volves the filling and/or
$475
60% ($285)
40% ($190)
of more than
one acre of wetlands and/or
open water areas: