14-02_Martin, Rodney & Patti_20020517

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_ MARTIN, RODNEY &.PATTI # 1 2
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N/F
J.R. PELLETIER
DB 426, PG 658
N/F
JOHN JAY DUDLEY
DB 571, PG 279
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SITE DATA:
PROPERTY OWNER: RODNPY-kPATT1MARTII+I
174 DIX CREEK ROAD
SWANSBORO, NC 28584
[phone]
PROPERTY ADDRESS: 174 DIX CREEK ROAD
PROPERTY DEED REFERENCE: DEED BOOK 733, PAGE 434 (PARCEL 1)
F4lS
CONCRETE BULKHEAD
GRASS
7 NEW TRENCH
DRAIN
N/r
RODNEY & PATTI MARTIN
DB 402, PG 689
< PROPOSED SEPTIC / moo•
\ SYSTEM AREA
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PROPERTY BOUNDARY INFORMATION TAKEN FROM TOPOGRAPHIC SURVEY MAPS
PREPARED FOR ROD & PATTI MARTIN BY CHARLES A. RAWLS AND ASSOCIATES
DATED FEBRUARY 26, 1997 & SEPTEMBER, 7, 1999.
GRASS
7 -11
YARD IM
RIM=7.6
INV=4.6'
ABSORPTION TRENCH -\ ,
0
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80 LF ABSORPTION TRENCH -
N/F
JESSE F. RICHARDSON, JR
DB 297, PG 280
NOTE:
1. THE CONTRACTOR/OWNER SHALL MARK THE 30' BUFFER
LIMIT IN THE FIELD BASED UPON THE NORMAL HIGH WATER
SHALL OCCUR ON THE WATER SIDE OF THIS BUFFER LINE
r
NEW o
TRENCH `
DRAIN /
SUMMARY OF IMPERVIOUS
AREAS
INSIDE 75' AEC
PARCEL 1
EXISTING
PROPOSED
TOTAL LOT AREA
20,725 SF
20,725 SF
TOTAL LOT AREA INSIDE 75 AEC
17,26' SF
17,261 SF
HOUSE BUILDINGS
902 SF
2,405 SF
DECKS
486 SF
2,122 SF
CONCRETE DRIVES WALKS
3,895 SF
3,591 SF
TOTAL IMPERVIOUS INSIDE 75 AEC
5,283 SF
8,188 SF
% IMPERVIOUS INSIDE 75 AEC
30.61%
47.03%
TOTAL PROPOSED % IMPERVIOUS AREA INSIDE 75'
ALLOWABLE % IMPERVIOUS AREA INSIDE 75' AEC
EXCESS % IMPERVIOUS AREA INSIDE 75' AEC
EXCESS AREA INSIDE 75' AEC
AEC = 47.03%
= 30.00%
= 17.03%
= 2,940SF (17,261 SF X 17.03%)
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00159.DWG

PERMITTEE
LOCATION:
MONITORING & COMPLETION REPORT
[CAMA Wgff Development & State Dredge & Fill Permits]
(n i L(_51'Z
PERMIT #14-0,3
FIELD REP.
PHONE: DATE REPORTEDLY COMPLETE:
DATE OF INSPECTION
__q)a It"A
1) Do the measured dimensions of the development differ from those indicated in the permit and workplat?
YES/NO [circle one].
COMMENT:
2) SEDIMENTATION & EROSION CONTROL: Has Permittee seeded, grassed, or otherwise stabilized all
disturbed areas? YES/NO [circle one]
3)
COMMENT:
FUTURE MONITORING & ENFORCEMENT ACTION: Is further investigation or enforcement action
needed? YES/NO [circle one].

DCM -�MHD
Local Government
Issued to
# 14-02
Permit Number
CAMA
MINOR DEVELOPMENT
PERMIT
as authorized by the State of North Carolina, Department of Environment
and Natural Resources and the Coastal Resources Commission for development
in an area of environmental concern pursuant to Section 113A-118 of the
General Statutes, "Coastal Area Management."
RODNEY & PATTI MARTIN . authorizing development in ESTUARINE SHORELINE AEC
�,174 DIX CREEK ROAD, SWANSBORO, ONSLOW COUNTY
as requested in the permittee's application, datecA4-16-02,REV. 05-09-02
This permit, issued on 05-17-02 is subject to compliance with the application and site drawing (where consistent
with the permit), all applicable regulations and special conditions and notes set forth below. Any violation of these terms may subject
permittee to a fine, imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes the expansion and renovation of an existing single-family residence, with
patios, swimming pool, and stormwater collection system. The permit is contingent upon the
following conditions:
All proposed development and associated construction must be done in accordance with the
application dated 04-16-02, workplat drawing (s) dated 05-09-02, and originally submitted on
05-25-01, or as revised on 05-09-02.
2. All construction must conform to the North Carolina Building Code requirements and all other
Local, State and Federal regulations.
Any change or changes in the plans for development, construction, or land use activities will
require a re-evaluation and modification of this permit.
4. Prior to initiating any land -disturbing activities, adequate sedimentation/erosion control measures
must be employed to prevent the movement of unconsolidated materials into the marsh or water.
These measures will remain in place until such time as the area has been properly stabilized with a
vegetated cover.
* SEE PAGE 2 FOR ADDITIONAL CONDITIONS. *
This permit action may be appealed by the permittee or other f
qualified persons within twenty (20) days of the issuing date. J _
From the date of an appeal, any work conducted under this per-)
-
mit m.st cease until the appeal is resolved. Local Permit Officer (signature)
This permit must be on the project site and accessible to the TERE BARRETT, COASTAL MANAGEMENT REP.
permit officer when the project is inspected for compliance. NC DIVISION OF COASTAL MANAGEMENT name
Any maintenance work or project modifications not covered 151—B HWY 24, HESTRON PLAZA II
under this permit requires further written permit approval. MOREHEAD CITY, NC 28557
All work must cease when this permit expires on December
TELEPHONE: [phone] address
31, 2005
In issuing this permit it is agreed that this project is consistent
with the local Land Use Plan and all applicable ordinances.
This permit may not be transferred to another party without Permittee
the written approval of the Division of Coastal Management. y(sigatureequired if special conditions above apply to permit)

Minor Permit # 14-02
Martin, Rodney & Patti
Page 2 of 2
5. The applicant has effectively demonstrated, through engineered, innovative construction design,
that the amount of impervious surface areas may be exceeded in a way that runoff water will be
managed to a similar degree as limiting the coverage to 30%. This design allows for 47.03% of
impervious surface area within the AEC of this project site. The submitted design was done by
Avolis Engineering, submitted on 05-09-02, and is dated 05-06-02.
6. The innovative stormwater system authorized with this permit must be maintained for the life of
the structure addressed.
7. Pursuant to 15 NCAC, Subchapter 7J.0406(b), this permit may not be assigned, transferred, sold or
otherwise disposed of to a third -party by the applicant, agent, or any entity other than the NC
Division of Coastal Management.
8. The development authorized under this permit must be accomplished a minimum of 30'
landward of the normal high water contour/normal water contour, maintaining this as a
vegetated buffer area.

AVOLIS ENGINEERING, P.A. 6498
PO BOX 15564 FIRST CITIZENS
5405 MORTON RD BANK
NEW BERN, NC 28561 NEW BERN. INC
252-633-0068 66.301531 2/5/02
PAY TO THE
ORDER OF NCDENR - COASTAL MANAGEMENT
$ * * 100.00
One Hundred and
NCDENR - COASTAL MANAGEMENT
MEMO: MttdbC A?P.F6
CAMA PERMIT - MARTIN RESIDENCE
Voor 49ans i:053 1003001:00 L L L 2439 ?9116
SECURITY FEATURES. MICRO PRINT TOP & BOTTOM BORDERS - COLORED PATTERN - ARTIFICIAL WATERMARK ON REV SE SIDE - MI. ING FEATURE INDICATES A CCPY
DOLLARS

AVOLIS ENGINEERING, P.A.
Z`��3 P.O. Box 15564 - New Bern, North Carolina 28561 - [phone]
MAY o :� 20G2
May 7, 2002
Ms. Terry Barrett
NCDENR - Division of Coastal Management
Morehead City District
151-B Highway 24, Hestron Plaza II
Morehead City, NC 28557
RE: Rod and Pattie Martin Residence, 174 Dix Creek Road, Swansboro, North Carolina
AE Project No. 00159
Dear Terry:
Attached please find modified site plans for the Martin Residence in Swansboro, North Carolina.
All development has been removed from the 30 foot riparian area. I have attached three copies of
the revised maps (Sheet C2). Please replace these maps in your CAMA Stormwater Management
Plan previously submitted, dated April 8, 2002. Please continue with your processing of this
permit.
Should you have any question or need any additional information or assistance, please do not
hesitate to call.
'.E.

DIVISION OF COASTAL MANAGEMENT
NCDENR
NoRTN GRouKA DEAmR"eNT or
ENVIRONMENT AND NATURAL RESOURCES
151-B HWY. 24, HESTRON BUILDING
MOREHEAD CITY, NC 28557
TELEPHONE: [phone]
_FAX: [phone]
TO: IA i L Y NEaLS'
OFFICE: LEGAL A.NVERn seMEdY secr77&V
TELEPHONE #: I 1 FAX #: r9/D 174�-w og35
FROM: ILiec ��►aeeE7�-
• •► OF MANAGEMENT
RE:
260/ I.CS46- dF 77/bA/ _V AlFaS
DATE SENT:
TOTAL NUMBER OF PAGES INCLUDIN OV .R S=: ;.3

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
Daily News February 8, 2002
Legal Advertisement Section
PO Drawer 196
Jacksonville, NC 28541-0196
Re: Public Notice - Rodney and Patti Martin
Dear Sir:
Please publish the attached Notice in the February 13, 2001, issue of the Daily News.
The State Office of Budget and Management requires an original Affidavit of Publication prior to
payment for newspaper advertising. Please send the affidavit, an original copy of the published
notice, and an original invoice to Jaye Poole, NC Division of Coastal Management, 1638 Mail
Service Center, Raleigh, North Carolina 27699-1638, Telephone [phone].
Thank you for your assistance in this matter. If you should have any questions, please contact me at
our Morehead City office [phone].
Sincerely,
T. Barrett
Coastal Management Representative
tjb
Enclosure
cc: Ted Tyndall, District Manager
151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper

NOTICE OF FILING
OF APPLICATION FOR
CAMA MINOR DEVELOPMENT PERMIT
Notice is hereby given that Rodney and Patti Martin have applied to the Department of
Environment and Natural Resources for a Minor Development permit. The applicant is requesting
to renovate their single-family residence located at 174 Dix Creek Drive in Swansboro, NC.
Persons desiring to inspect the application, or to comment thereon, are directed to contact
T. Barrett, Coastal Management Representative, NC Division of Coastal Management, 151-B
Hwy. 24, Hestron Plaza II, Morehead City, NC, Telephone [phone], no later than
February 22, 2002. Comments received prior to that date will be considered in making the permit
decision. Later comments will be accepted and considered up to the time of permit decision.
Project modifications may occur based on further review and comments. Notice of the permit
decision in this matter will be provided upon written request.
PLEASE PUBLISH ON: February 13, 2002

�c P. 01
�c TRANSACTION REPORT
�c FEB-08-2002 FRI 04:19 PM
�c DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
FEB-08 04:19 PM 89103530935 46" 3 SEND OK 642

YINYWA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G Ross Jr Secreta
Mr. Kevin Avolis, P.E.
Avolis Engineering
PO Box 15564
New Bern, NC 28561
Dear Mr. Avolis:
ry
February 8, 2002
The NC Division of Coastal Management hereby'acknowledges receipt of your application for State
approval for the minor development of the Rodney and Patti Martin property located at 174 Dix Creek
Rd, Swansboro, NC. It was received on February 07, 2002, and appears to be adequate for
processing at this time. The projected deadline for making a decision is February 22, 2002.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at
the property of your proposed development. You should post this notice at a conspicuous point along
your property where it can be observed from a public road. Some examples would be: Nailing the
notice card to a telephone pole or tree along the road right-of-way fronting your property; or at a
point along the road right-of-way where a private road would lead one into your property. Failure to
post this notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be notified.
Please contact me if you have any questions.
Sincerely,
T. Barrett
Coastal Management Representative
tjb
Enclosure
cc: Ted Tyndall, District Manager
151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post consumer Paper

\�tl'1'II
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A OLIS ENGINEERIN,-;, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
June 11, 2001
Via: CERTIFIED MAIL
Jesse F. Richardson, Jr.
170 Dix Creek Road
Swansboro, NC 28584
RE: CAMA Permit Application, Mr. Rod Martin, Dix Creek Road, Swansboro, NC
Dear Mr. Richardson,
Attached please find a copy of the CAMA Permit Application and supporting calculations
associated with the proposed renovations of Mr. Rod Martin's residence located at 174 Dix
Creek Road in Swansboro, North Carolina. Mr. Martin is required by regulations to notify
abutting property owners of the proposed action.
Any comments or questions you have relating to the proposed action can be directed to the
undersigned or to the local CAMA Permitting Officer, Ms. Andrea Frazier at the Onslow County
Building Inspections Office at 604 College Street in Jacksonville.
incerely,
i Avolis, P.E.
President
cc: Mr. Rod Martin

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
lrticle Addressed to:
r '�� �e55e �. R�Cila�dsa
l�al a r o i�otLd
P
1Z>1Lkd ley, N- C - ag 333
oor S-9
COMPLETE• ON DELIVERY
A. Received by (Please Print Clearly) [BKate of Delivery
�a
C. Si ature
//,� ❑Agent
`z`" ddressee
D.D. Is cfelivery address different from item 1? Yes
If YES, enter delivery address below: ❑ No
L.. F Z J ti '! 200
3. Servic,Q-Type
Er Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number (Copy from service label)
rI0°l9 5400 0011 lbb'-1 I q4S I
PS Form 3811, July 1999 Domestic Return Receipt 102595-00-M-0952

UNITED STATES POSTAL SERVICE First -Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
F�v �t; s E � P �• ►nee,ranv�,
�5
w:� �•i-i-=� �•:� f„f,if„f„i,i„ii,,,,,fi,i,i„i,f„fi,,,i„i,if,,,i„1i„I,f

A. OLIS ENGINEERIN ,;, P.A.
P.O. Box 15564 - New Bern, North Carolina 28561 - [phone]
June 11, 2001
Via: CERTIFIED MAIL
Mr. J. R. Pelletier
Post Office Box 5436
Jacksonville, NC 28540
RE: CAMA Permit Application, Mr. Rod Martin, Dix Creek Road, Swansboro, NC
Dear Mr. Richardson,
Attached please find a copy of the CAMA Permit Application and supporting calculations
associted with the proposed renovations of Mr. Rod Martin's residence located at 174 Dix Creek
Road in Swansboro, North Carolina. Mr. Martin is required by regulations to notify abutting
property owners of the proposed action.
Any comments or questions you have relating to the proposed action can be directed to the
undersigned or to the local CAMA Permitting Officer, Ms. Andrea Frazier at the Onslow County
Building Inspections Office at 604 College Street in Jacksonville.
Sincerely,
Ke in Avolis, P.E.
Vic -President
cc: Mr. Rod Martin

■'Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
6 Q 3L
SCAG kSDnuk l Ie.( nc
a gS
A. Received by (Please Print Clearly) I B. Date of Delivery
C.
❑ Agent
D. I ivery address different from item 1 Yes
,
f, S, enter delivery address beloCO
z
3. Service Type
mortified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt
for Merchandise
❑ Insured Mail ❑ C.O.D.
1.4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article umber (Copy from service label)
r, 699 3 qcD Db I I OG39 y y. %a -
PS Form 3811, July 1999 Domestic Return Receipt 102595-00-M-0952

UNITED STATES POSTAL SERVICE
First -Class Mail '
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
>�v��i5 �n���eer�no�� .� •
(� e� ern, ci . C • a g s to 1

North Carolina
Department of Environment and Natural Resources
•
A
Division of Coastal Management
-`
Michael F. Easley, Governor
NCDENR,
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
June 27, 2001
Rodney and Patti Martin
174 Dix Creek Rd.
Swainsboro, NC 28584
Dear Rodney and Patti Martin:
I am writing to you with regard to the Minor Permit application you submitted to the Onslow County Inspections Department, for
preliminary review of the expansion of the residential development on your property at 174 Dix Creek Rd. in Onslow County. The
application is incomplete in its preparation, and requests development that is inconsistent with current guidelines. For the following
reasons, I cannot accept the application for processing at this time:
1) The application fee is now $100.00, not the $50.00 submitted.
2) Your stonnwater calculations are based on the combined square footage and impervious areas of two parcels of
property. These calculations must be based on the specks of the subject property only.
3) The "innovative, design" stormwater plan devised to exceed 30% impervious area must state that the result is the
same in effectiveness as if the property were left 70% pervious
4) Your stormwater system and other development are located within 30' of the normal high water contour line. The
Coastal Resources Commission approved a buffer of 30' from the normal high water line for all non water -
dependent development, effective August 01, 2000. Non water -dependent development is any development that
can serve its function without being located over the water.
5) The normal high water line on the plat is incorrect. Although it may be accurate for an actual "mean high water
line," it is not the location of the high water line currently, reflected in our rules as the normal high water line. This
line corresponds with the bulkhead for the preponderance of the property, to the point of the new pier. At that
location, the normal high water line follows the landward end of the Smooth Cordgrass marsh. If you would like
help in locating this line for survey purposes, I will be glad to meet with ypu or your surveyor.
6) The concrete cap on the bulkhead is actually a sidewalk. This must be adequately reflected on the plats (it scales
to <1' in width, while the actual width if 2.5'-3' in width). This feature will count towards your impervious surface
coverage. Also, the bulkhead on the plat terminates 60' short of the property line, while in acivality the structure
extends to the property line.
7) The application itself is incomplete; several pertinent questions are left blank.
When you have addressed the above items, you may resubmit your application package, and I can begin processing. I am
enclosing a copy of 15A NCAC 07H .0200, the guidelines for the estuarine system. If you have any questions, please feel free to
call me.
Sincerely,
T. Barrett
cc: Avolis Engineering, PA.
Ted Tyndall, DCM
Andrea Frazier, Onslow County Inspections
Morehead City District \ 151-13 Hwy. 24, Hestron Plaza H
Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
AN EQUAL OPPORTLFNITY 1 AFFIR.MATIVE ACTION EMPLOYER — 301'o RECYCLED / 10% POST CONSUMER PAPER

AVOLIS ENGINEERING, P.A.
P.O. Box 15564 New Bern, North Carolina 2856J.__t_(252)_63370068
'A 0R4-6 20024 �` E
April 15, 2002
Ms. Terry Barrett
NCDENR - Division of Coastal Management
Morehead City District
151-B Highway 24, Hestron Plaza II
Morehead City, NC 28557
RE: Rodney and Patti Martin Residence, 174 Dix Creek Road, Swansboro, North Carolina
AE Project No. 00159
Dear Terry:
Attached please find two copies of the modified CAMA Stormwater Management Plan for the
Rodney and Patti Martin Residence located at 174 Dix Creek Road in Swansboro, North
Carolina. Revisions have been made to this plan to properly delineate the normal high water line
as well as the extent of the 30' buffer area. The proposed development has been slightly modified
to ensure that no areas within the buffer area are disturbed.
It is requested that the Division of Coastal Management continue with the processing of the
CAMA permit application for the proposed construction.
Should you have any questions relating to this matter, please do not hesitate to call.
Sincerely,
K m Avolis, P.E.
ce-President
cc: MBF Architects
Mr. Rod Martin

Mr. Kevin Avolis, P.E.
Avolis Engineering
PO Box 15564
New Bern, NC 28561
Dear Mr. Avolis:
VJI
-A Ti -
The NC Division of Coastal Management originally accepted your application for State approval for
the minor development of the Rodney and Patti Martin property located at 174 Dix Creek Rd,
Swansboro, NC as complete. It was received on February 07, 2002, and processing began. As we
discussed on the telephone, I visited the site with your revised application today. Unfortunately, I
must place your application in abeyance until such time as the normal high water contour shown on
the plat is depicted accurately, and the development proposed is consistent with the rules regarding the
30' buffer from this line. The nhw line shown on the plat is 5'-8' waterward of the bulkhead, which
defines the high water mark at this site. This greatly,affects your proposal, as you have proposed
development up to the 30' buffer line. The plat states that the nhw contour was approved by CAMA.
This has not been done. Please revise your plat and proposal to reflect the nhw line as the bulkhead
up to point L18, as we discussed. When you re -submit, we should be able to proceed with a decision
quickly.
Thank you for your cooperation. Please contact me if you have any questions.
Sincerely,
T. Barrett
Coastal Management Representative
tjb
Enclosure
cc: Ted Tyndall, District Manager

mm
AVOLIS ENGINEERING., PA
PO Box 15564 • New Bern, NC 28563 [phone] Fax [phone]

= = m m m m = = = = = m m m m = m m m

C APR 1 6 2002
CAMA STORMWATER MANAGEMENT PU
RODNEY & PATTI MARTIN RESIDENCE
174 DIX CREEK ROAD
SWANSBORO, NC 28584
PREPARED FOR:
RODNEY & PATTI MARTIN
174 DIX CREEK ROAD
SWANSBORO, NC 28584
PREPARED BY:
AVOLIS ENGINEERING, P.A.
P.O. BOX 15564
NEW BERN, NC 28561
f
May 23, 2001
Modified January 2, 2002
Modified April 8, 2002
VtfAL
15738
�NciraE� •��,

TABLE OF CONTENTS
APR 1 6 Z0o2
1.0 PROJECT DESIGN...........................................................................
2.0 OBJECTIVE.......................................................................................................................1
3.0 EXCESS STORMWATER RUNOFF TREATMENT METHODS ..............................2
4.0 CONCLUSION...................................................................................................................3
Appendices
ndices
Appendix A - CAMA Minor Development Permit
Appendix B - Calculations
Appendix C - Drawings
i

j
' APR 16 Z002
1.0 PROJECT DESCRIPTION
This project includes the renovation and expansion of an single
-fa Counsi;ence=
owned by Rodney and Patti Martin located at 174 Dix Creek Road,
North Carolina. Mrs. & Mrs. Martin presently reside at this address. A three-story
residential structure currently exists on the property. Included in Appendix C are
property surveys and existing and proposed development maps for the proposed
construction.
isting construction is located within then 61% of the 75 7 Area
A portion of the exet CAMA
Environmental Concern. A total of 5,283 square feet, or 3
AEC is currently covered by impermeable surfaces including buildings, concrete drives,
decks and boat ramps. With the proposed 'le
construction,8 118 square amount
t or 47.03%of bof the surfaces on the subject property will be increased to
total property area inside the 75 foot CAMA AEC.
and
n of the
sting dwelling
The proposed construction includes the ' renovation x patio areas and a swimming pool located on the subject property. Covered and uncoveredP
will be constructed as a part of the proposed construction. Additional construction will
be completed outside of the 75 foot CAMA AEC limit.
Since land disturbing activities and developmenwill
occur within the C75 foot AMA minor A
AEC, a LAMA minor permit application is required.
permit is included in Appendix A of this report. Additionally, since the percentage of
impervious area located within the 75 foot 'water
CAMA off�e tment of runoff from then excess management plan is needed to address the met
xecu
ion of this pro
impervious areas above the 30.0%limit. Specifically,C�thAe eC of 47.03%S The excess
ject will
result in a total impervious area inside the 75 foot
impervious area inside the 75 foot CAMA AEC is
to comply with CAMA requirements, the stormat r runoff from4impervioussquareeareas n order
1
excess of 30%, in this case 2,940 square feet must be treated to ensure that the water
' quality is not degraded as a result of the completion of the project.
' 2.0 OBJECTIVE
vide a
The objective of this CAMA Stormwater Management riatter runoPlan ff requirements els to mens within the
means for compliance with the CAMA excess
' 75 foot AEC. Specifically, a means of stormwater treatment is proposed to manage the
additional runoff associated with an increase of impervious area of area created by this p oje0ct�n excess of
This impervious area represents all impervious
' the 30% CAMA limit.

3.0 EXCESS STORMWATER RUNOFF TREATMENT METHODS 1
1 The topographic survey, presented in Appendix C for the subject property, prepared by
Charles A. Rawls and Associate, of Swansboro, North Carolina clearly depicts that there
is significant existing topographic relief on the subject property in the area of the concrete
1 drive and concrete boat ramp towards the concrete boat ramp and Queen's Creek.
Presently, stormwater runoff from the house and concrete drive area are discharging
across the concrete pavement down the concrete boat ramp and directly to Queen's Creek
1 with no treatment.
As a part of the construction, it is proposed that a subsurface absorption trench be
1 constructed along the southern and western sides of the subject property. These
absorption trenches will be utilized to collect and treat, through absorption, runoff from
the concrete drive and a portion of the house. Included in Appendix B are calculations
1 depicting the design of the subsurface drainage system.
1 The Onslow County Soil Survey was consulted to determine the soil types present on the
site and to determine the approximate rate of infiltration for the soils on the site. The
soils survey indicates the primary soil type on the site to be a Marvyn Loamy Fine Sand.
1 The soil survey indicates that the permeability rate for this soil is between 0.6 and 6
inches per hour to a depth of 12 inches. A visual inspection of the soils on the site
revealed soil conditions consistent with the Marvyn Loamy Fine Sand soil description
1 contained in the Onslow County Soil Survey. As a means to ensure a conservative
design, a permeability rate of 2.0 inches per hour was selected as a basis for design of the
infiltration swale. The system was sized to handle the first 1 %2 inches of runoff from
1 2,940 square feet of impervious area. The first 1 %2 inches of runoff was selected as a
basis of design to agree with the State of North Carolina Stormwater Regulations for
discharges to SA Waters.
1 As depicted in the calculations, a total of 110 linear feet of 4 foot wide absorption trench
will be required to treat the 331 cubic feet of stormwater runoff generated by the 2,940
1 square feet of additional impervious area within the 75 foot CAMA AEC. The runoff
will be collected through a roof gutter system and a trench drain installed across the
concrete boat ramp area and a yard inlet as depicted on the Proposed Condition Site Plan
1 included in Appendix C. Each of these collection features will discharge to the
absorption trenches as shown. The new concrete drive area will be graded along the
existing topography to drain to the structures and ultimately through the subsurface
1 drainage system. During periods of intense rainfall, the absorption trenches will be
inundated; however, the first 1 %2 inches of runoff from the impermeable surfaces
draining towards this collection system will be collected and treated. Excess runoff will
1 overflow to vegetated areas or down the boat ramp as it presently does.

ni
' E APR 16 2002 {
4.0 CONCLUSION
Excess stormwater runoff will be generated as a result of the creation of an additional
2,940 square feet of impermeable surface from the proposed renovation and expansion of
the Martin Residence. The proposed stormwater improvements will result in the
treatment of runoff from 2,940 square feet of impervious area. The proposed design is
considered an innovative method of treating stormwater runoff for the project and meets
the intent of 7H.0209, Paragraph E2 of the Coastal Area Management Act. The proposed
' design will provide the same level of effectiveness as if the property were left 70%
pervious.
3

v XICLKUJJV
-7nn-; !4 T ?Jda

1
APPLICATION FOR
AF'K i 6 uu
C A
OR
. _-DEVELOPMENT_.
- PERMIT
In 1974, the North Carolina General Assembly passed
the Coastal Area Management Act and set the stage for
guiding development in the fragile and productive areas
which border the state's sounds and oceanfront. Along
with requiring special care by those who build and
develop, the General Assembly directed the Coastal
Resources Commission (CRC) to implement clear regula-
tions which minimize the burden on the applicant.
This application for a minor development permit under
CAMA is part of the Commission's effort to meet the
spirit and intent of the General Assembly.- It has been
designed to be straightforward and require no more
time or effort necessary from the applicant. Please go
over this folder with the Local Permit Officer (LPO) for
the locality in which you plan to build to be certain that.
you understand what information he or she needs.
Under CAMA regulations, the minor permit is to be
issued within 25 days once a complete application is in
hand. Often less time is needed if the project is simple.
The process generally takes about 18 days. You can
speed the approval process by making certain that your
application is complete and signed, that your drawing
meets the specifications given inside and that your
application fee is attached.
Other permits are sometimes required for development
- in the coastal area. While these are not CAMA-related,
we urge you to check with the Local Permit Officer to
determine which of these you may need A listing is
included on page 2 of this folder:
= W
Y.
!
e appreciate your cooperation with the North
Carolina Coastal Management Program and your
willingness to build in a way which protects the
resources of our beautiful and productive coast.
Coastal Resources Commission
Division of Coastal Management

ILocality
Permit Number
GENERAL INFORMATION
LAND OWNER
Name
i pFK i ti LUuc
i
i
Address 174 Dix Creek
City Swanchoro State Nc Zip 28584 Phone (91 0) - 3n
AUTHORIZED AGENT
Name_Avolis Engineering, P.A.
Address P.O_ Box 15564
City New Pern State NC Zip 28561 Phone [phone]
LOCATION OF PROJECT 174 Dix Creek Road
' (Tf rCt oceaTnfr.2nt is x-at-1T 0dv lateral or 7ann) doh Natural
' DESCRIPTION OF PROJECT Construction / Renovation of Single -Family
Residence
' AREAS OF ENVIRONMENTAL CONCERN (AEC) CLASSIFICATION
(To be filled in by the Local Permit Officer prior to completing application.)
' Ocean Hazard x Estuarine Shoreline ORW Shoreline Other
PROPOSED USE
' xx Residential Commercial/Industrial Other
CII
SQUARE FOOTAGE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR
BUILT -UPON SURFACES (such as driveways, etc.) within 75 feet of the shoreline (575 feet
ofanORW shoreline) 5,256 SF (Existing), 8,118 SF (Proposed)
SQUARE FOOTAGE OF TOTAL FLOOR AREA OF BUILDING 4,320 SF, see plans for
summary
SQUARE FOOTAGE OF SITE 20,725 SF
OTHER PERMITS MAY BE REQUIRED:
The activity you are planning may require
permits other than the CAMA minor
development permit. As a service we have
compiled a listing of the kinds of permits that
might be required. We suggest you check
over the list with your LPO to determine if
any of these apply to your project.
Zoning, Drinking Water Well, Septic Tank
(or other sanitary waste treatment system),
Burning, Electrical, Plumbing, Heating and
Air Conditioning, Insulation and Energy
Conservation, FIA Certification, Sand Dune,
Sediment Control, Subdivision Approval,
Mobile Home Park Approval, Highway
Connection, and others.

STATEMENT OF OWNERSHIP
I, the undersigned, an applicant for a CAMA minor development permit, being either the owner of property in
an AEC or a person authorized to act as an agent for purposes of applying for a CAMA minor development
permit, certify that the person listed as landowner on this application has a significant interest in the real
property described therein. This interest can be described as: (check one)
- an owner or record title, Title is vested in Rodney & Patti Martin , see Deed Book
page in the onslow County Registry of Deeds. '
an owner by virtue of inheritance. Applicant is an heir to the estate of
probate was in County.
if other interest, such as written contact or lease, explain below or use a separate sheet and attach o�this�--�� -;
application. , € o
Deed Book 733, Page 434
i
NOTIFICATION OF ADJACENT PROPERTY OWNERS "--- j
I furthermore certify that the following persons are owners of properties adjoining this property. I affirm that I
have given ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for
a CAME permit.
(Name) (Address)
(1) Jesse F. Richardson Jr 170 Dix Creek Road, Swansboro, NC 28584
' (2) a Pnct• Offi nc Rnv Q 6, Jacksonville NC.'
(3) 28540
' (-1)
FOR DEVELOPERS IN OCEAN HAZARD AND ESTUARINE HAZARD AREAS:
' I acknowledge that the land owner is aware that the proposed development is planned for an area which may
be susceptible to erosion and/or flooding. I acknowledge that the local permit officer has explained to me the
particular hazard problems associated with this lot. This explanation was accompanied by recommendations
' concerning stabilization and floodproofing techniques.
PERMISSION TO ENTER ON LAND
' I furthermore certify that I am authorized to grant and do in fact grant permission to the local permit officer
and his agents to enter on the aforementioned lands in connection with evaluating information related to this
permit application.
' This application includes: general information (this form), a site drawing as described on the back of this ap-
plication, the ownership statement, the AEC hazard notice where necessary, a check for $50.00 made payable to
the locality, and any information as may be provided orally by the applicant. The details of the application as
'described by these sources are incorporated without reference in any permit which may be issued. Deviation
from these details will constitute a violation of any permit. Any person developing in an AEC without a per-
mit is subject to civil, criminal and administrative action.
'This the hr�day of �_ f'� ,19,25g Z-
1
Land owner or -person authorized to act as his agent
for purposes of filing a CAMA permit application.
a

SITE DRAWING/APPLICATION CHECKLIST
Please make sure your site drawing includes the following information required for a CAMA minor develop-
ment permit. The drawing may be simple and not necessarily to scale. The Local Permit Officer will help you,
if requested.
PHYSICAL DIMENSIONS
' x label roads
_x label highways right of ways
x label local setback lines
' x label any and all structures and driveways currently existing on property
PHYSICAL CHARACTERISTICS
' x draw and label mean high water mark a
x draw location of on -site wastewater system APR ZU02 j 3
If you will be working in the ocean.hazard area:
draw and label dune ridges (note height) I
draw and label toe of dune
identify and locate first line of stable vegetation
' draw and label setback line under CAMA
draw and label topographical features (optional)
If you will be working in an estuarine shoreline area:
' x draw and label landward limit of AEC
• describe terrain (slope)
R
�I
DEVELOPMENT PLANS
x draw and label areas that will be disturbed
x if a house is to be placed on lot, describe location of house
note size of piling and depth to be placed in ground
draw and label all areas to be paved or graveled
x describe composition of surface
_• note and list fullv all trees and vegetation to be removed or relocated
_}Z show landscaping
NOTE TO APPLICANT
Have you:
*completed all blanks and/or indicated if not applicable?
*notified and listed adjacent property owners?
*included your site drawing?
*signed both application and statement of ownership?
*enclosed the S30.00 fee?
*completed an AEC Hazard Notice, if necessary?
FOR STAFF USE
Site Notice Posted Final Inspection Fee Received
Site Inspections
Date of Action: Issued Exempted Denied Appeal Deadline (20 days)

L
L
L
APPENDIX B

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4

1
looms
Monson
■F_.T ,� 1 n 1
■M®eM®MI®MMMMM
CROSS SECTIONAL VIEW
CHANNEL WITH IN -LAY TYPE
GRATE IN CONCRETE FLOOR
SLAB OR PAVEMENT.
SUGGESTED
SPECIFICATIONS
,--6 — -j LYLOCK PRODUCT: Trench drains shall be the PolyDrain
BUILT-IN LOCK System as as furnished by PolyDrain Canada,
BLOCK WITH LOCK INLAY LOCK POLYDRAIN BEDDING CONCRETE- Ii1C. [phone].
STRAP &BOLT\GRATE_ DOWN BOLT I CHANNEL /MINIMUM 4• ALL AROUND
MINIMUM
'CD::ci,'.-.:.� •<• ,^;moo
SOIL SUBGRAO
CROSS SECTIONAL VIEW
CHANNEL WITH HDC FRAME AND
GRATE IN TWO -LAYER FLEXIBLE
PAVEMENT
� CONCRETE TRENCH DRAIN CHANNELS: Shall be made of
- F OOR precast polymer concrete with a top width of 6.1
;i PAVEMENT inches, radiused bottoms and nominal lengths of
1/2 or 1 meter. All channels shall interlock with tongue
t - and groove connections with adjoining channels.
Each channel shall have four horizontal anchor-
- ing ribs.to mechanically lock the channel into the
f`. floor slab or pavement.
i
rt ,A Ii ?002 I
Channels shall have available vertical cut outs for
4' or.6"Idisc,arae and available 4" or 6" horizon -
"'I tal outlet end caps. Channels shall have a built-
-- _ in -bottom- slope of .6%, or be non -sloping, as
shown on plans.
REMOVABLE CAST IRON BEDDING CONCRETE -
HOC Is L72 CST IRON FRAME MINIMUM 4'
ABOVE CHANNEL EDGE GRATE (CUSS 30) (CLASS 30) BALL AROUND
am
SOIL
f' 2 LAYER
PAVEMENT
CHANNEL GRATES: Should be PolyDrain
made of . Grates
should be securely locked down with built-in
channel lock blocks. Locking mechanism shall
be designed so as to provide an obstruction -free
trench for maintenance and cleaning as well as
to prevent concrete from entering channels dur-
ing installation.
:�'�5•
INSTALLATION: Trench drains shall be installed
: ,'
..
)L ICL �ccarcance wan manufaciurer's details.
POLYORAIN
A minimum of 4 inches of concrete shall be placed
CHANNEL
beneath each channel.
MINIMUM iCa:'Oa:':�:..•
4• was.: ��
CATCH BASINS: Shall be precast polymer con-
crete [PolyDrain 7 900, 901, 610 or 611] with gal-
vanized stael trash buckets. Any trench drams
entering catch basins shall interlock fully with
tongue and groove connections.
The information presented in this brochure is intended
as a brief introduction to 7 ne PolyDrain System. A NOTE TO SPECIFIERS: Where corrosive envi-
comprehensive 3-ring binder with complete design ronments are anticipated, joints between channels
data, specifications and detail drawings is available should be sealed with an adhesive appropriate
through your local PolyDrain representative or by call- for the channel material (polyester or vinyl ester)
ing (416)-479-2184 and- environment.` See the PolyDrain- Chemical -
Resistance Guide for additional information.
I L%
POLYDMN PolyDrain Canada, Inc./145 Konrad Cresent, Unit 11 /Markham, Ontario L3R 9T9/416-479-2184
A product of ABT, INC./P.O. Box 837/Murdock Road/Troutman, N.C. 28166/704-528-9806
Printed in U.S.A. GP4-C-690
4

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1 1 :=1 in MODULAR CONCEPT
PolyLocks'" provide a fool -proof s LIB
method of positive grate lockdown.�.;
-- Large catch basins have preformed
cutouts for insertion of channels and
6" outlets.
_ = Po!ySeat3
I 3 = brackets
Polyurair.'- channeis have c nirror- =S insure proper
like fin :s' teal ma-�es then vlr:;Y alignmenial! = t
__
mainferarce-free = and elevation
during
installation.
0 Ve. ,,:! Ouf!et
cis:, _ ^es over twice the
fluic a 4" outlet.
s:anca.d channels
Re_pinc fluids moving anc
c^eels c!ean.
nnnlnnnunnnnn!In!un!u!!In!!I!u!!!nunuulnnnnnunnnnnnunlnnlI1-11 11
Anchoring ribs mechanically lock the
channei into the floor slab or
pavement.
IIIIIIOIIIIIIIIII1111RIIII1111i111111111111111111111
APR 1 e 2002
Small catch C-c-sins provide trash
We^ticn and a foul air trac is
available.
3

C
i®v■■■■�■■■■m■
DESIGNED FOR SIMPLICITY
The PolyDrain System is a modular, presloped trench
drain system, designed to provide a simple yet cost-
effective alte,miative to cas in oiace concrete trench
drains, both interior and exterior.
Consisting of a o,.es of 3 sioping channels, the
PoiVDralnvSvstern elimin=ies ii-e drudgery Of the de-
sign and constructlor: of the complex form work nor-
mally associated wit: l trench drains. This inherent
simolicity o iers desi! n=..s, contractors, and owners a
much more economical and efficient surface drainaoe
system.
Grans and covers are availabie for all types of traffic,
from pedestrians to high-speed, heavy aircraft. A mul-
titude of accessories is available including vertical and
horizontal outlets, catch basins, and even sidewall ex-
tensions which allow trenches of up to 300' in length
sloping continuously in one direction.
The PolyDrain System is truly "The Simple Solution To
Surface Drainage':
ENGINEERED FOR
PERFORMANCE
PolyDrain channels and catch basins are composed
of an advanced formulation of select quartz aggre-
gates and inert mineral fillers bonded together with
Polyester resins. This plastic bonding explains their
superior quality in terms of physical strength and du-
rability. We call this PolyDyn.
i APR 6 2002
er"s"s :p=rior r=:..stances to �rtear ans abr PolyDyn c
sion. It is 3-5tiiiles stroh-=r" nan conventicnal con-
crete and i,as les ,Ilan 0.%�.. aCsorDtiOn. i nis Provides
resistance to freeze -thaw action. PoivDvn is ;.oe I fcr
applications requirinc alkali, salt or peirc e^
ical resistance.
The hiohe.r c3 b�ire..sive of PoivDv-
cI anneis to be constr-Ic-e-. '.vith iic_i ter `h'ai !his
strenC `1 for eii inn. - ....- -ed Tor heaW-
tion equicmeni. makii o ii meal fOr E CIVe'siiV CT
aoolicatior;s.
PolyDrain ci,aniteis are also engineered to -. I imum
hydraulic ic.e.,cy. Un`.i.1.e .. e,es
"olVDral; i 'lei tie:j . gave a . eialiVely i ar(O'W ill i i
coupled with a built-in slope and radiuses coi-
tom. The result is a ilohter iess expensive cnani eI whic'1
can move fluids at up to 10 times the velocity of other
drainage systems. This produces a self-cleaning ef-
fect thus eliminating channel blockade and mini-
mizinc ,,,aintenance.
The self-cleaning qualities of the PolyDrain System move
waste and debris throueh the channels into catch
basins equipped with trash buckets. These trash
buckets are easily removed and emptied as neces-
sary. It all adds up to the most advanced, well -
engineered and economical system available today.
For applications requiring resistance to particularly
aggressive chemicals, The PolyDrain System is avail-
able in a special version known as PolyChampion.
PolyChampion is made from vinyl ester resins, rec-
ognized for their excellent resistance to heavily con-
centra.cc' and co-resive „a!s.

A
W
a

N/F
J.R. PELLETIER
DB 426, PG 658
SsssO,
'0I 0040
N/F \
JOHN JAY DUDLEY
DB 571, PG 279
ON EE ,. DA
SITE DATA:
PROPERTY OWNER: RODNEY & PATTI MARTIN
174 DIX CREEK ROAD
SWANSBORO, NC 28584
[phone]
PROPERTY ADDRESS: 174 DIX CREEK ROAD
PROPERTY DEED REFERENCE: DEED BOOK 733, PAGE 434 (PARCEL 1)
CONCRETE BULKHEAD
i� i • .
GRASS v i
Q.
FRAMED
NEW TRENCH
DRAIN
GRASS NEW o
TRENCH
YARD INLET DRAIN
RIM=7.0'
INV=4.6' O� '
30 LF ABSORPTION TRENCH
`C`F�
'l1q q
N/F
RODNEY & PATTI MARTIN `��ij
DB 402, PG 689
G
PROPOSED SEPTIC / .00.
SYSTEM AREA
o
80 LF ABSORPTION TRENCH
N/F
JESSE F. RICHARDSON, JR
DB 297, PG 280
NOTE:
1. THE CONTRACTOR/OWNER SHALL MARK THE 30' BUFFER
LIMIT IN THE FIELD BASED UPON THE NORMAL HIGH WATER
LINE AS DETERMINED BY CAMA. NO LAND DISTURBING ACTIVITIES
SHALL OCCUR ON THE WATER SIDE OF THIS BUFFER LINE
PROPERTY BOUNDARY INFORMATION TAKEN FROM TOPOGRAPHIC SURVEY MAPS
DATED FEBRUARY 26, 1997 & SEPTEMBER 7, 1999.
SUMMARY OF IMPERVIOUS
AREAS
INSIDE 75' AEC
PARCEL 1
EXISTING
PROPOSED
TOTAL LOT AREA
20,725 SF
20,725 SF
TOTAL LOT AREA INSIDE 75 AEC
17,261 SF
17,261 SF
HOUSE BUILDINGS
902 SF
2,405 SF
CONCRETE DRIVES WALKS
3,895 SF
3,591 SF
TOTAL IMPERVIOUS INSIDE 75 AEC
5,283 SF
8,188 SF
% IMPERVIOUS INSIDE 75 AEC
130.61%
147.03%
TOTAL PROPOSED % IMPERVIOUS AREA INSIDE 75' AEC = 47.03%
ALLOWABLE % IMPERVIOUS AREA INSIDE 75' AEC = 30.00%
EXCESS % IMPERVIOUS AREA INSIDE 75' AEC = 17.03%
EXCESS AREA INSIDE 75' AEC = 2,940SF (17,261 SF X 17.037.)
4RASS
r �i
�V% CA/?0'%,%
STEAL s��tfl
15738
IN
j''•.........••
ililllll
NORMAL HIGH WATER LINE
AT FACE OF BULKHEAD
PROPERTY LINE
GRASS
7
\ '\F - �M/` 2' EXISTING ,
CONCRETE
BULKHEAD &
SIDEWALK
THREE-ST M
DWELLING ® PRovIDE ROOF GU 2'
1 SYSTEM THIS 0
_PARCELe'11 DISCHARGE TO
Qoo� �`Q
J�
0
2'
0
L PAVERS
/ /GRASS
�6' GUTTER DISCHARGE 2'
PIPE PATH CLEANouTS /
IN;
4RASS7
�i
1
MOD'LAYOUT
JKAJ
1/2/02
2
CAMA COMMENTS
AA
4/2/02
3
MODIFY LAYOUT
JKA
4/8/02
4
MODIFY LAYOUT
JkA
5/7/02
NO,
DESCRIPTION
BY
DATE
Revisions
LINE
DIRECTION
DISTANCE
L1
S34'10'00" W
5.71'
L2
S56'19'21 "E
16.12'
L3
N34'21'02"E
1 4.97'
L4
S57'36'40"E
14.14'
L5
N59'30'06"E
5.41'
L6
S76'46'14"E
25.12'
L7
S63'09'43"E
25.50'
L8
S69'07'27"E
22.56'
L9
S66'09'28"E
23.80'
L10
S74'48'32"E
8.85'
L11
N73'45'181
10.22'
L12
S73'18'05"E
10.30'
L13
S03'38'211
9.68'
L14
N13'39'05"E
t 10.7T
L15
N12'01'16"E
17.49'
L16
S20'28'31"W
26.98'
L17
N39'09'25"E
28.93'
L18
S71'08'19"E
8.36'
L19
N35'09'09"E
35.42'
L20
N43'07'00"E
21.03'
12
i
a
d
z
EXISTING FLAG POLE/FOUNDATION
(/-)
TO BE REPLACED
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NORMAL HIGH WATER LINE
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AT FACE OF BULKHEAD
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00159.DWG

SITE DATA:
PROPERTY OWNER: RODNEY & PATTI MARTIN
SWANSBORO, NC 28584
[phone]
PROPERTY ADDRESS: 174 DIX CREEK ROAD
PROPERTY DEED REFERENCE: DEED BOOK 733, PAGE 434 (PARCEL 1)
F
OFF
Sys
CONCRETE. BULKHEAD
S•
/ GRASS
SUMMARY OF IMPERVIOUS
AREAS
INSIDE 75' AEC
EXISTING
PROPOSED
TOTAL LOT AREA
20,725 SF
20,725 SF
TOTAL LOT AREA INSIDE 75 AEC
17,261 SF
17,261 SF
HOUSE BUILDINGS
902 SF
2,405 SF
DECKS
486 SF
2,122 SF
CONCRETE DRIVES WALKS
3,895 SF
3,591 SF
TOTAL IMPERVIOUS INSIDE 75 AEC
5,283 SF
8,188 SF
IMPERVIOUS INSIDE 75 AEC
130.61%
47.03%
TOTAL PROPOSED % IMPERVIOUS AREA INSIDE 75' AEC = 47.03%
ALLOWABLE % IOE-RVIOUS AREA INSIDE 75' AEC 30.00%
EXCESS % IMPERVIOUS AREA. INSIDE 75' AEC 17.03%
EXCESS AREA INSIDE 75' AEC = 2,940SF (17,261 SF X 17.037)
1
MOD LAYOUT
JKA
1/2/02
2
CAMA COMMENTS
JKA
4/2/02
3
MODIFY LAYOUT
JKA
4/8/02
4
MODIFY LAYOUT
JKA
5/7/02
NO.
DESCRIPTION BY
Revisions
DATE
NEW TRENCH SEAL
DRAIN
C
c,
. . _ 41r
i
N/F �yy NGlNE�Q:•���
J.R. PELLETIER
DB 426, PG 658 �~' �`�FC GRASS NEW o ¢ ��'rrrri�l 1
lNU►1w�\\\\,��
TRENCH , •. �"�
YARD INLET DRAIN NORMAL HIGH WATER LINE
RIM=7.0'
INV=4.6' o� Q•. _ AT FACE OF BULKHEAD
30 LF ABSORPTION TRENCH .
ON TORY FRAMED PROPERTY LINE
DWELLI
S0, Z- GRASS
a a
.�/F,c� GRASS
EXISTING
LINE
DIRECTION
DISTANCE
L1
S34'10'00"W
5.71'
L2
S56'19'21 "E
16.12'
L3
N34'21'02"E
4.97'
L4
S57'36'40"E
14.14'
L5
N59'30'06"E
5.41'
L6
S76'46'14"E
25.12'
L7
S63'09'43"E
25.50'
L8
S69'07'27"E
22.56'
L9
S66'09'28"E
23.80'
L10
S74'4832"E
8.85'
L11
N7345'18"E
10.22'
L12
S73'18'05"E
10.30'
L13
S03'38'21 "E
9.68,
L14
N13'39'05"E
10.77'
L15
N12'01'16"E
17.49'
L16
S20'28'31 "W
26.98'
L17
N39'09'25"E
28.93'
L18
S71'08'19"E
8.36'
L19
N35'09'09"E
35.42'
L20
N43'07'00"E
21.03'
RODNEY & PATTI MARTIN `'1 �'�'� 4 `I CONCRETE DRIVE D�c 1'� `% 2 CONCRETE Z (-j
C) G
DB 402, PG 689 Q� �' ® BULKHEAD & EXISTING FLAG POLE/FOUNDATION F-- Cn
_0 4, SIDEWALK GRASS TO BE REPLACED U —
z n
z
0
PROPOSED SEPTIC \ / -00.
\ SYSTEM AREA
;SSS00
0000.0 /v
0
N/F
JOHN JAY DUDLEY
DB 571, PG 279 \
'boo.
/
PROPERTY BOUNDARY INFORMATION TAKEN FROM TOPOGRAPHIC SURVEY MAPS
PREPARED FOR ROD & PATTI MARTIN BY CHARLES A. RAWLS AND ASSOCIATES
DATED FEBRUARY 26, 1997 & SEPTEMBER 7, 1999.
80 LF ABSORPTION TRENCH
N/F
JESSE F. RICHARDSON, JR
DB 297, PG 280
NOTE:
1. THE CONTRACTOR/OWNER SHALL MARK THE 30' BUFFER
LIMIT IN THE FIELD BASED UPON THE NORMAL HIGH WATER
LINE AS DETERMINED BY CAMA. NO LAND DISTURBING ACTIVITIES
o C) Ll-j
THREE-ST M
DWELLING SYSTEM GU 2' _ (./-)
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PARCEL.-�)l DRAIN y O
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