20141192 Ver 1_CAMA Application_20141117

4 � 20141192
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
November 14, 2014
MEMORANDUM
QIl
John E. Skvarla, 111
Secretary
Karen Higgins, Compliance and Permitting Unit Supervisor
DWR - Water Quality Program
FROM: Daniel Govoni
Assistant Major Permits Coordinator
Division of Coastal Management
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Linda and John Maxwell
Project Location: 54470 NC Hwy 12 in Frisco, Dare County
Proposed Project: Riprap revetment adjacent to wetlands & riprap baffles
D �110W[20
NOV 1 7 2014
DENR - WATER RESOURCES
401 & BUFFER PERMITTING
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 12/05/14 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: [phone])
If you have any questions regarding the proposed project, please contact Kelly Russell at (252)
264 -3901 When appropriate, in -depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed
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.
SIGNED DATE
1367 US 17 South, Elizabeth City, NC 27909
Phone- 252 - 264 -3901 1 FAX [phone], Internet www nccoastalmanagement net
An Equal Opportunity 1 Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1 APPLICANT'S NAME John & Linda Maxwell
2 LOCATION OF PROJECT SITE 54470 NC Hwy 12 Frisco, on Pamlico Sound
Photo Index — 2006 172 -7875 (H,23) 2000 172 -2016 (H,23)
1998 33 -755 (N,12)
State Plane Coordinates - X 3003842 Y 554854
3 INVESTIGATION TYPE D & F
4 INVESTIGATIVE PROCEDURE Dates of Site Visit — Oct 30, 2014
Was Applicant Present - no
5 PROCESSING PROCEDURE Application Received Complete -Nov 3, 2014
Office - Elizabeth City
6 SITE DESCRIPTION
(A) Local Land Use Plan — Dare County
Land Classification From LUP - conservation
(B) AEC(s) Involved Estuarine Waters, Estuarine Shoreline, Public Trust Waters,
Public Trust Shoreline
(C) Water Dependent yes
(D) Intended Use private
(E) Wastewater Treatment Existing — onsite system
Planned -none
(F) Type of Structures Existing — residential home
Planned - rip rap revetment
(G) Estimated Annual Rate of Erosion 6 -12 inches
Source - applicant
7 HABITAT DESCRIPTION [AREA]
DREDGED FILLED OTHER
(A) Estuarine Water /Public Trust
Area
3720 sq ft
Rip rap
revetment
(D) Total Area Disturbed 3720 sq ft
(E) Primary Nursery Area no
(F) Water Classification SA Open yes
8 PROJECT SUMMARY The applicant proposes to construct a rip rap revetment
adjacent to wetlands along 750 ft of shoreline with 2 rip rap baffles across the mouths
of open water areas

Field Investigation Report
Page 2
Project Setting
The site of the proposed development is at 54470 NC Hwy 12 in the village of Frisco, Dare
County The property is located adjacent to the Pamlico Sound The development site
consists of two lots, one of which is developed with a single family dwelling and the second is
currently undeveloped with only a storage building on the lot The two lots together are
103,000 sq ft and are approximately 3 ft above normal water level (NWL) and have over 1500
feet of shoreline Approximately 30,800 sq ft of highground area is vegetated with typical lawn
grasses and approximately 43,130 sq ft of wetland area is vegetated with Juncus roemananus,
spartina alternaflora, and spartina patens The adjacent properties are developed with
residential homes and the shorelines are not stabilized
The applicant reports that the estimated annual rate of erosion is 1 ft per year The Pamlico
Sound is classified as SA waters and is open to shellfish taking in this area and water depths
range from 6 inches to 1 Y2 ft in the development area There was a previous general permit
issued for a pier on this property There are no known areas of archaeological significance
Development Proposal
The applicant proposes to construct a rip rap revetment adjacent to wetlands along
approximately 750 ft of shoreline The rip rap revetment will have a base of 4 -6 ft and will taper
to 2 -3 ft width at the top Class II granite rip rap is proposed to be used along with filter fabric
The height of the proposed revetment would initially be constructed 12 -18 inches above NWL
to allow for settling after construction The finished height of the revetment is expected to be 6-
12 inches above NWL The applicant also proposes to construct two rip rap baffles along the
opening of two open water /pond areas The baffles would be approximately 25 ft and 65 ft
long The baffles would have abase of 8 -10 ft and would taper up to 3 ft The crest of the
baffles would also be initially constructed 12 -18 inches above NWL to allow for settling The
baffles would be constructed to maintain a distance of at least 5 ft from the shoreline rip rap to
allow for proper water circulation
Anticipated Impacts
'i
The proposed development will result in the filling of approximately 3720 sq ft of shallow
water bottom in the Estuarine Water Public Trust Area of Environmental Concern
Temporary water turbidity will result in the development area during construction
Submitted by Kelly Russell
Date Nov 13, 2014

-- - 3
j
Project:
Maxwell Property - -- - - - -'
Shoreline Stabilization Project
Frisco Township, Dare County, North Carolina - -
Project Narrative
Applicant:
John and Linda Maxwell
Represented by:
Seachange Coastal Consulting, Katherine McGlade
and
North Carolina Coastal Federation, Erin Fleckenstein
Prepared by:
Seachange Coastal Consulting
P.O.Box 33
Hatteras, NC 27943
and
North Carolina Coastal Federation
128 Grenville St.
Manteo, NC 27954

Pov 13 19 f11,1111
r
f ,
Project Overview
The Maxwell property is located at 54470 North Carolina Highway 12 in Frisco-, NC and
consists of two adjacent lots, one is developed with a house and the second is currently
undeveloped. Both properties are waterfront on the Pamlico Sound estuary. The Pamlico
Sound is the second largest coastal estuarine system in the United States and supports a
wide variety of commercially and recreationally important fisheries. The coastal marshes
adjacent to these waters provide essential habitat for many species of fish and waterfowl.
The Maxwell property sits in a small shallow bay that has a narrow island across the
mouth of the bay with openings on each side. This island has served as a natural erosion
buffer for the Maxwell property, helping to diminish wave energy across a lengthy fetch
of open sound. Over time, this island has eroded away and diminished in size allowing
elevated levels of wave energy to strike the Maxwell property. This condition has
resulted in accelerated erosion of the marsh across their entire property, approximately
800 feet of waterfront.
Seachange Coastal Consulting met with the Maxwell family and went over the different
choices available to them for shoreline stabilization under North Carolina law to include:
bulkheads, rip rap revetments, and living shorelines. We also sent them out in their skiff
to see real life examples of different options. After doing so, they selected a riprap sill
with marsh restoration as the option they most wished to pursue.
An initial design was created that included a low profile offshore sill with fill being
brought in to increase elevation to appropriate planting depths. At a pre - permit meeting
several agencies voiced concerns about 1) the possible introduction of invasive species by
bringing in fill and 2) filling shallow water areas that may be used as fish habitat.
The final design attached hereto incorporates the feedback received at the scoping
meeting and changes the original design of an offshore sill with filled areas to a marsh toe

i w r . , — . , d. x . .
revetment with baffles. The fill areas have been eliminated The homeowners were
pleased to work with the agencies to find a solution that worked for everyone.
Construction Overview
The project anticipates the construction of a marsh toe revetment and baffles to reduce
wave energy, thereby reducing shoreline erosion and creating an environment conducive
to retaining existing marsh vegetation and habitat.
Riprap Sill Construction
Approximately 750 ( +/- 10) linear feet of shore - parallel, low profile, marsh toe, riprap sill
will be constructed contiguous to the existing marsh edge of the project site. Stone will be
composed of NCDOT Class II granite riprap, weighing between 25 - 250 lbs. and
measuring between 9 — 23 inches. Filter cloth will be laid along the length of the
shoreline and the stone will be placed on top. The sill will have an average bottom width
of 4' (6' max), an average top width of 2 (3' max), side slopes of 2.1(H: V), and an average
toe to crest height of 1.5 -2.3'. Initially the crest may extend 12 -18 inches above the MHW
elevation, however, after settlement, it should average approximately 6 -12 inches.
In addition to the marsh toe sill, two baffles, totaling 90 ( +/- 10 feet) linear feet will be
constructed across the mouths of open areas allowing for the passage of marine life and
sand while still protecting the shore from erosion. Stone will be composed of NCDOT
Class II granite riprap, weighing between 25 -250 lbs. and measuring between 9 -23
inches. Filter cloth will be laid along the length of the shoreline and the stone will be
placed on top. The baffles will have an average bottom width of 8'(10' max), an average
top width of 3' (3.5' max), side slopes of 2:1(H:V), and an average toe to crest height of
2.5 -3'. Initially the crest may extend 12 -18 inches above the MHW elevation, however,
after settlement, it should average approximately 6 -12 inches. These baffles will be at a
minimum 5+ feet from the marsh toe sill as shown on the attached plan.

A local marine contractor will build the revetment. Initial construction of the revetment is
anticipated to occur during the late winter /early spring of 2015 (depending on issuance of
the permit). The construction equipment is anticipated to be on -site for at least one week
but no more than 1 month.
The site will be accessed by land with heavy equipment including an excavator and a
track skid steer driving over wood mats to minimize damage to the existing marsh. The
bay where the property is located is too shallow to allow rock deliveries by barge.
Revetment construction is anticipated to occur in late winter /early spring during the time
when most plants will be dormant. In addition, a turbidity curtain will be provided during
construction to ensure minimum sedimentation disturbance.
Project Summary
As a direct result of this project, approximately 0.50 acres of coastal marsh habitat will be
protected along 800 linear feet of Maxwell shoreline. In addition, the Maxwell property
will be protected from future erosion. The waterward edge of the existing marsh will be
protected by a low - profile rip -rap revetment which will buffer the marsh from erosion.
The open areas will serve as open water habitat for fish and wading birds and may build
marsh with natural sand deposits over time. The restored, enhanced and protected marsh
and riparian shoreline habitat all will support finfish, crabs, shellfish, as well as migrating
shorebirds, and other wildlife.
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1'
DCdM MP-1
APPU CAM CNf ®r
Wj ®r Development Permit
(last revised 12/27/06)
North !G'ara
1. °Primary Applicant /Landbwn'er,lnformation
Business Name
Project Name (if applicable) Eli u,rQ
Applicant 1 First Name
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Applicant 2 First Name
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Last Name
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ff additional applicants, please attach an additional page(s) with names listed
Mailing Address
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City
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1. °Primary Applicant /Landbwn'er,lnformation
Business Name
Project Name (if applicable) Eli u,rQ
Applicant 1 First Name
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Last Name
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Applicant 2 First Name
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Last Name
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ff additional applicants, please attach an additional page(s) with names listed
Mailing Address
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PO Box
City
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State
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ZIP
Count1ry)
Phone Noy/
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Street Address (if different from above)
City
S tate
ZIP
Email
2.- A,gent/Contractor Information
Business Name l
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Agent/ Contractor 1 First Name
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Last /Name / /
Agent/ Contractor 2 First Name
MI
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Madan Address s
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City
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Form DCM MP -1 (Page 2 of 4)
n ;
APPLICATION for
Major Development Permit
,3 '.Proje,'c(Lpocation .
County (can be multiple)
Street Address I _
State Rd #
/03, 006; s
c Size of individual lot(s) Ef lj� cj F, r` �� p oL) S
I
d Approximate elevation of tract above NHW (normal high water) or
Subdivision Name ) /
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City
C O
State /
(l
Zip r
CA O/
L c.�o ✓✓� CY CY
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Phone No
Lot No (s) (if many, attach additional page with list)
- - ext
411 � ,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
(Attach zoning compliance certificate, if applicable)
c Is the water body identified in (b) above, natural or manmade?
Natural ❑Manmade ❑Unknown
d Name the closest major Aater body to the proposed project site
rq // L d (_�c> d
k Has a professional archaeological assessment been done for the tract? If yes, attach a copy []Yes WNo ❑NA
,' ,,I
e Is proposed work within city limits or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed
❑Yes JZNo
work falls within
-4;' 'Site'Qescripfion x .
a Total length of shoreline on the tract (ft)
b Size of entire tract (sq ft )
'70L) Fr
/03, 006; s
c Size of individual lot(s) Ef lj� cj F, r` �� p oL) S
I
d Approximate elevation of tract above NHW (normal high water) or
(If many lot sizes, attach additional with a list)
NWL (normal water level)
❑NHW
please page
or R]NWL
e Vegetation on tract %�
Yt l o' e ✓t S S° �' r -T/ +, �, / <a is
� << rS r'C,SS -C S �V c
I Man -made features and uses now on tract / % / J
m � S - / 2 �q V" i ( S / C C �s ?i / l i,t , /.Q w / Z
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pl t/ d f w a+ I C� G it Z— fi-�e Y ,5 T5 h Gr i ✓c G -c e fi ,
7 �9
g Identify and describe the existing land uses ad acent to the roposed project site
C1 ✓lam_
5
h How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
X S
(Attach zoning compliance certificate, if applicable)
]Yes []No ❑NA
I Is the proposed activity part of an urban waterfront redevelopment proposal'? ❑Yes allo
k Has a professional archaeological assessment been done for the tract? If yes, attach a copy []Yes WNo ❑NA
If yes, by whom?
I Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes (XNo ❑NA
National Register listed or eligible property?
<Form continues on next page>
2;;, -80 8 -280LA 1 -8 ft 8- ;- iCO3'i"'> WW"r' '10 G'0 � "taI... a a ae" e I rae.
J

Form DCM MP -1 (Page 3 of 4)
NOV 3 2014
L;7--. P-; _.J
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the sites k = 4 "' ;'' `c -,_ _ ,,_ Yes ❑No
(u) Are there coastal wetlands on the sites _ ,KYes ❑No
(m) If yes to either (Q or (n) above, has a delineation been conducted? ❑Yes XNo
(Attach documentation, if available)
n Describe existing wastewater treatment facilities /
�J a r► c�! a� ✓�, �J p q�
o Describe existing drinking water supply source
p Describe existing storm water management or treatment systems /
6 4 C'
51,Activities 76nah'167pacts
,,
a Will the project be for commercial, public, or private uses ❑Commercial ❑Public /Government
14 r 1/G1 (� iRpnvate /Community
b Give a brief description of purpose, use, and daily operations of the project when complete
34L) roS,ot,c C' oil—/ ro
c Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of ach type
of equipment and where it is to be stored %% 6 ct t e- -t s S dq b% f n .n
G T �� ✓' Ic.G! it %vU of ,.L. q-I s " ,vr , 'I , ✓'l ! z 'C (/Q C C �t �) � ,-.. �}r of
t d VS) �� ct Si 1�1 0l �-,r�� ✓ l is u C4e ,— cl n
)< v a ,i r n c n w, j S 7�u fe c� l,n a�f r ve we
d List all development activities you propose"
4 o Z'
e Are the proposed activities maintenance of an existing protect, new work, or both /
/VC .,v f.v 0
I What is the approximate^ total disturbed land area resulting from the proposed project? / MISq Ft or XAcres
/e�.w ��i /` O/ e5v �c_ n Ct'_ '�v 4 /o;�'r �✓+t [ Q ?. A GW--
g Will the proposed project encroach oyf any public easement, public accessway or 6ther area ❑Yes No DNA
that the public has established use of?
h Describe location and type of existing and proposed discharges to waters of the state
x/14
i Will wastewater or stormwater be discharged into a wetland? ❑Yes MNo DNA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No [ANA
I Is there any mitigation proposed? ❑Yes ❑No JVNA
If yes, attach a mitigation proposal
<Form continues on back>
2..2 -808 -2808 1 -888 -4 JCk"', ;F ✓r -,rr '1 CC0''t,tdI a•1<aae b'tt n.,.

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
, t': :Add'iti`onal I wii7aiFiori-
"ln addition -to.dhis,completed,applicabon form „(MP- ,t),the- following'items below, if applicable, must be submitted in order fortheapphcat�on
,' ,a6kage,to3be'comple4' '!terns (a), -'(f) are always applicable to any major development application Please,consuIt the,applrcation
,,�'in- t`hichon booklet�on Wow.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'' �q r►' Fa%J _ (arc PhoneNo -
Address
)3e C , /^ �/
Name 01, t .1 (=-!e w” Phone No
Address /J`� CcnvvL&bcc.� Po "/¢"
fie._ ,- v,e - o '-J e y o,3 Z
Name M'�s A, n t et t ;f = Phone =No
Address ' /�l ��� �V yZ vt� lPY t ��
g A list of p revious state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates
.,V / 14
h Signed consultant or agent authorization form, if applicable
i Wetland delineation, if necessary
I 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 113A1-10), if necessary If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
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 ce fy that the information provided in this application is truthful to the best of may knowledge
Date Ti� Print Name i4le mot✓« /v/ r (�! �
Signature
Please indicate application attachments pertaining to your proposed project III j !
1119 JgDCM MP -2 Excavation and FIII Information ❑DCM MP -5 Bridges and Culverts \��4� 3 Ll �a
❑DCM MP -3 Upland Development
❑DCM MP -4 Structures Information
2,-2- 806- 2£30' 13 1 -811 6 -I - "t" AF> i W "� ,r IC('ua,t'AI - a•)a I - F It n.

Form DCM MP -2
EXC"ATIO111 and FILL
(Except for bridges and culverts)
N, G V _2+ ,1'
I ,
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.
�. 6tCAV f-I-ON JRThis section not.applicaole
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards
64
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
❑WL ❑None
(u) Describe the purpose of the excavation in these areas
d High- ground excavation in cubic yards
1`2.'&SPOIML OF EXCAVATED-MA, ;TER/A'L, *.,his section not applicable
a Location of disposal area b Dimensions of disposal area
c (Q Do you claim title to disposal area?
❑Yes ❑No ❑NA
(u) 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 ❑None
(u) Describe the purpose of disposal in these areas
d (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(u) If yes, where?
I (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(u) If yes, how much water area is affected?
252 - 808 -2808 :: 1- 888 -4RCOA T :- www.riccoastalmanagement.net revised: 12 ;26,106
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL )
stabilization
Length
1: G
Width
y,
Avg. Existing
NA x
NA
Depth
Final Project
Depth
NA
NA
�. 6tCAV f-I-ON JRThis section not.applicaole
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards
64
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
❑WL ❑None
(u) Describe the purpose of the excavation in these areas
d High- ground excavation in cubic yards
1`2.'&SPOIML OF EXCAVATED-MA, ;TER/A'L, *.,his section not applicable
a Location of disposal area b Dimensions of disposal area
c (Q Do you claim title to disposal area?
❑Yes ❑No ❑NA
(u) 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 ❑None
(u) Describe the purpose of disposal in these areas
d (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(u) If yes, where?
I (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(u) If yes, how much water area is affected?
252 - 808 -2808 :: 1- 888 -4RCOA T :- www.riccoastalmanagement.net revised: 12 ;26,106

Form DCM MP -2 (ExCavatio n and Fill, Page 2 of 2)
3 °SHORE LINE,' STA'BIL'_IZ�1`TION' r UThis sechon,not,appficable
(If;de'lopmn =4 - Structures) , '
a Tvoe of shoreline stabilization b Length �5G
[]Bulkhead kRiprap Breakwater /Sill []Other Width
c Average distance waterward of NHW or NWL d Maximum distance waterward of NHW or NWL
6'
e Type of stabilization
'� material f (i) Has there been shoreline erosion during preceding 12
2 �� C /nS s months
% y l � fc� h e, '� %� 1��,� WYes []No ❑NA
(n) If yes, state amount of erosion and source of erosion amount
information
(O % 21
g Number of square feet of fill to be placed below water level h Type of fill material
Bulkhead backfill RiprapJ�
Breakwater /Sill Other
I Source of fill- material L,-
Lc;� ��Te✓r�� 011S,F6t'k CfI�NC.,
4. ,.;QTHER FILL' �4 "CT %VITIES J This section not applicable
_,( Fic ludrng =Shorelihe,Stabd►zation)
a (i) Will fill material be brought to the site? ❑Yes UNo UNA b (i) Will fill material be placed in coastal wetlands /marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
(n) Amount of material to be placed in the water number of square feet affected
(iii) Dimensions of fill area ❑CW ❑SAV ❑SB
(iv) Purpose of fill OWL []None
(n) Describe the purpose of the fill in these areas
a How will excavated or fill material be kept on site and erosion b What type of construction equipment will be used (e g , dragline,
controlled? back /hoe, or hydraulic dredge)?
S11 o/e .'o �,rol Slur c/ SAC /0 �JOc��te r, �o�C ci 1'h_
i Usic ./ Cv ,True G.N S! vrt'Q P_kC�, vex _U,%,� ?}
c (i) Will nave ational aids be required as a result of the project? d (Q Will wetlands be crossed in transporting equipment to project
❑ Yes ,&No ❑NA site? 8Yes ❑No ❑NA
(n) If yes, explain what type and how they will be implemented_ -__ - -- _ (n) If yes, explain steps that will be taken to avoid or minimize
environmental impacts
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MAJOR PERMIT FEE MATRIX
Annlicant: JOHN & LINDA MAXWELL
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
I Private, non - commercial
❑
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
or open 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
❑
Mayor Modification to a
$250
100%($250)
0%($0)
CAMA Ma or permit
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 applies
III(A) Private, non-
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No 3490 (See
attached ) can be applied
III(B) Public or commercial
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No 3490 (See attached)
can be au lied
III(C) If General Water
Quality Certification No
$400
60%($240)
40%($160)
3490 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life
III(D) If General Water
Quality Certification No
$400
60%($240)
40%($160)
3490 (see attached) cannot
be applied
IV For development that
El
involves the filling and /or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and /or
open water areas
CHECK 41409 = $250
RECEIVED ON November 3, 2014