SW8111117_HISTORICAL FILE_20120829

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWKj//zzzz�
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
l❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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YYWMMDD

5041 Main Street, Suite 3
Shallotte, NC 28470
www Com passPoi nte Engineering com
August 27, 2012
Ms Linda Lewis
Division of Water Quality
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE 966 Ocean Boulevard West Stormwater Plan
Holden Beach, NC
Stormwater Project No SW8 111117
Dear Ms Lewis
Phone [phone]
Fax [phone]
Email CompassPointe@atmc net
ECEIVIE
AUG 2 9 2012
rY. ? //// 17
We have revised the subject project design by increasing the surface area of the infiltration
basin from 432 SF to 510 SF Based on a depth of 2', the new storage capacity for the
basin is 1,020 CF The Infiltration Basin Supplement has been revised to reflect these new
values
Relative to the three numbered comments of your 8/22/12 email, we offer the following
1 Since the volume of the infiltration basin has changed, please disregard the
calculations presented in my 7/2/12 letter The present letter has been sealed since
it also provides a revised calculation for the infiltration basin storage capacity
2 The swimming pool deck will be constructed of wood with typical spacing between
the boards to allow rainfall to pass through the deck surface
3 Reference is made to my 8/4/12 email relative to this item
Enclosed you will find a copy of the revised Infiltration Basin Supplement, two copies of the
revised plans, and two copies of the revised infiltration calculations reflecting the corrected
time elements of the inflow hydrograph and the new basin surface area of 510 SF
We trust that you will find that all of your comments have been adequately addressed,
nonetheless, please call should you have any questions or comments
ncerely,
Donald M Covil, PE
Compass Pointe Engineering, PA
Enclosures
cc Ms Kay Brody
Mr Scott Quaintance, Carolina Bluewater Construction (w/Enc)

�1 Ai
LeWIis,Llnda
From
Lewis, Linda
Sent
Friday, August 24, 2012 106 PM
To
'Don Covil'
Cc
michael Norton
Subject
RE 966 Ocean Blvd West SW8 111117
You are correct, but the basin can't be much smaller than it is now Because this is SA waters the basin must
be sized to store the minimum required volume which is the 1 yr 24 hr pre/post volume difference of 740 cubic
feet This basin is only slightly oversized at 864 cubic feet The smallest you could make it is 740 cubic feet
If you don't want to have a VFS or an offline bypass, then you have to demonstrate that the basin you
designed to "store" the minimum pre/post volume can also "handle" the 10-yr 24 hr storm without discharging
at Y2 of the reported infiltration rate
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties
From: Don Covd [mailto dcovil,cpg(&atmc no
Sent: Friday, August 24, 2012 12 42 PM
To: Lewis,Linda
Cc: michael Norton
Subject: Re. 966 Ocean Blvd West SW8 111117
Linda,
Your point # 3 infers that I can spread the rainfall out over a 24-hour period In other words, with 1,560 CF of runoff from
the 10-year 24-hour storm, I can use an inflow into my basin = 1 08 CF/min over a 24-hour period That means the basin
can be a lot smaller
Am I intrepreting you comment right?
Thanks,
Don
Donald M Covd, P E
Congas t Pounle Fngineet ing, Pit
5041-3 Main Sheel
Shallolle NC 28459
[phone]
www Com assPointeEn ineerin com

Lewis,Unda
From Lewis,Linda
Sent Wednesday, August 22, 2012 6 47 PM
To 'Don Covil'
Cc 'Michael Norton'
Subject 966 Ocean Blvd West SW8 111117
Don/Michael
Sorry, but I have more comments (minor) regarding the calculations
1 Please sign, seal and date the cover letter because you are providing additional calculations indicating
that the volume provided in the basin is now 864 cf
2 Although you have acknowledged my comment about the swimming pool deck, I am still not sure what
material will be used Since no additional BUA was accounted for, I am assuming that it will be a raised,
uncovered deck of some material that will allow runoff to drip through the slats to the underlying ground
If the pool deck will be concrete, it must be accounted for now
3 The volume infiltrated in 24 hours is much more than 1,180 cf At a rate of 4 5 cubic feet per minute, the
volume capable of being infiltrated in 24 hours is 6,480 cf
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties

5041 Main Street, Suite 3
Shallotte, NC 28470
www CompassPomteEngineering corn
July 2, 2012
Ms Linda Lewis
Division of Water Quality
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE 966 Ocean Boulevard West Stormwater Plan
Holden Beach, NC
Stormwater Project No SW8 111117
Dear Ms Lewis
Phone [phone]
Fax [phone]
Email CompassPointe@atmc net
JUL 0 5 2012
0Y
We have revised the subject project's stormwater documents in response to your
6/11/12 letter to Ms Kay Brody The revisions are detailed below and are numbered to
correspond to your numbered comments Page numbers refer to those of the
calculations
1 a The minimum size of the infiltration basin is 813 CF (page 1) minus 73 CF =
740 CF (page 2)
1 b The post volume of the 10 yr — 24 hr storm is 1,526 CF (page 1)
1 c The volume that can infiltrate through the bottom of the infiltration basin at 7 5
inlhr (1/2 the reported rate of 15 inlhr) is 1,180 CF This is derived by adding
the values under the "Volume Infiltrated" column of the table on page 9
1 d 1,526 CF minus 1,180 CF = 346 CF This value is less than the total volume
of the basin bY
S
2 The lowest elevation of the retaining wall has been changed from 6 9' t 7 0'
The plans and the supplement form have been revised to reflect this than
3 The correct bottom elevation is 5 0' The supplement has been revised to
reflect this value Page 7 of the calculations present the basis for this value It
is noted that the equation under the "Discussion" paragraph should read ((3 17
+29+29)/3)) rather than ((3 17 + 2 9 + 2 69) / 3))
4 The infiltration basin will hold 864 CF which is calculated by (7 0'— 5 0') x (432
SF) The 321 CF value presented in the supplement has been changed to
reflect the correct 864 CF
5 This comment is acknowledged
6 BUA dimensions have been added to the plans

Ms Linda Lewis 2 July 2, 2012
966 Ocean Boulevard West
Stormwater Project No SW8 111117
7 A "Supplemental Vicinity Map" has been added to the plans to give a "zoomed
out" view
8 A signed and notarized deed restriction document is enclosed
Enclosed you will find a copy of the revised Infiltration Basin Supplement, two copies of
the revised plans, and the original deed restriction document
We trust that you will find that all of your comments have been adequately addressed,
nonetheless, please call should you have any questions or comments
Sincerely,
Donald M Covil, PE
Compass Pointe Engineering, PA
Enclosures
cc Ms Kay Brody
Mr Scott Quamtance, Carolina Bluewater Construction (w1Enc)
RE�E,��
JUL 0 S 20,E
ev_

Lewis,Unda
From Lewis,Linda
Sent Monday, July 02, 2012 5 33 PM
To 'Kay Brody (kay brody@gmail com)'
Cc Wilson, Debra, Snider, Holley, 'Don Covil', 'Steve Morrison', 'Kim Williams'
Subject SW8 111117 - 966 Ocean Boulevard West Holden Beach
Contracts Kay Brody
Ms Brody -
This is just a note to summarize our conversation from earlier today and to provide you with additional
information regarding the "withdrawal" of the stormwater application I have copied the relevant parties to this
application on this email After going through the stormwater application documents, I am not sure I understand
why you think the wetlands are not jurisdictional Please don't make the mistake of thinking that because it's
dry, it's no longer a wetland
I also want to bring to your attention that a routine field report was prepared by the Division of Coastal
Management which refers to the 553 square feet of fill that is to be placed in the "404 wetlands" The proposed
plans indicate the US Army Corps of Engineers flagged the 404 line on August 17, 2011 at the same time that
the coastal wetlands were flagged by DENR (DCM) personnel A map showing both the flagged coastal
wetlands and the 404 wetlands line was prepared by Kim Williams with Land Management Group on
September 21, 2011 and was included with the soils report compiled by Bobby Long, Licensed Soils Scientist,
which was provided to Compass Pointe Engineering There is no signed JD (jurisdictional map) in my
stormwatert4e file Usually, if a reputable company like Land Management flags the wetland, the Corps will do
a follow-up inspection to make sure the line is accurate and if it is, the Corps will sign off on the JD
I am asking Kim Williams or Don Covil that if a JD map was signed by the Corps for your property at 966
Ocean Boulevard West, I would like to get a copy Conversely, if a JD map was not signed, I'd like to know
why
If the Corps of Engineers reverses it's call, and a CAMA Major is no longer required, then a state stormwater
permit is not required through the Division of Water Quality Your pending stormwater application could be
"withdrawn", but because we have already conducted the review, the application fee cannot be returned
Prior to withdrawing your stormwater application, please make copies of whatever confirmation the ACOE
provides in regards to the status of the wetlands and send one to the Town of Holden Beach, and one to Ms
Debra Wilson, District Manager for the Division of Coastal Management in Wilmington Her mailing address is
the same as mine, below
If DCM or the Town of Holden Beach is able to confirm in writing to you that the project no longer requires a
CAMA Major permit, please send me a copy of that letter and I can process the "withdrawal" of the stormwater
application
As we also discussed, the project does not disturb more than 1 acre and does not propose more than 10000
square feet of built -upon area, and if it is confirmed that a CAMA Major permit is no longer required, the project
would not be subject to state stormwater permitting
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext
Wilmington, NC 28405
910-796-7215

I
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties

5041 Main Street, Suite 3
Shallotte, NC 28470
www CompassPointeEngineenng corn
May Z 2012
Ms Kelly Johnson
Division of Water Quality
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE 966 Ocean Boulevard West Stormwater Plan
Holden Beach, NC
Stormwater Application Submittal
Dear Ms Johnson
Phone [phone]
Fax [phone]
Email CompassPointeCatmc net
MAY d32012
This project entails the construction of a single-family house with driveway and pool on a
lot located at 966 Ocean Boulevard West in Holden Beach, North Carolina A major
CAMA permit is required for this project due to a small finger of wetlands located on the
lot Due to the CAMA permit requirement, this project is also subject to State
Stormwater permitting requirements The project is within '/z mile of the Atlantic
Intracoastal Waterway (Waterway) The Waterway in this location is classified as SA
The proposed method for stormwater management for this project entails collection of
runoff from all built -upon areas and directing it to an on -site infiltration basin Due to the
space limitations, the stormwater management plan was prepared in compliance with
Section 16 3 9 of the NCDENR Stormwater BMP Manual Specifically, the 10-year, 24-
hour storm event is infiltrated without discharging the system using an infiltration rate of
one-half of the infiltration rate reported in the project soils report
The soils report was produced by B M Long & Associates, dated March 7, 2012 Mr
Vincent Lewis visited the site on March 26, 2012 to perform soils evaluations on behalf
of NCDENR Mr Lewis' findings were favorable, supporting Mr Long's findings, i e , the
estimated infiltration rate equals or exceeds 15 inches/hour and there is at least 12" of
suitable in -situ soils at the proposed location of the infiltration basin It is further noted
that Mr Lewis actually found over 24" of suitable soils in a portion of the area where the
infiltration basin will be located Final design yields an estimated depth of suitable in -situ
soils in the infiltration basin area to range from 16 inches to 24 inches Fill material,
where needed, is proposed to be taken from the sandy on -site soils to obtain similar
particle size distribution for the full depth of the filter medium
On behalf of Ms Kay Brody, Owner, we are submitting herewith the following documents
in support of her request for a State stormwater permit for this project
1 original and one copy of the Stormwater Management Permit Application Form,
2 copy of the Infiltration Basin Supplement with original Required Item Checklist,

M`s Kelly Johnson 2
966 Ocean Boulevard West
Stormwater Plan
May 2, 2012
3 original of the Infiltration Basin Operation and Maintenance Agreement,
4 copy of B M Long & Associates' sods report for the infiltration area,
5 copy of an excerpt from a USGS map identifying the site location with proximity
to SA waters,
6 copy of an excerpt from the Brunswick County GIS mapping data illustrating
the project location and mapped soils,
7 copy of the NC General Warranty Deed for site,
8 two copies of the hydrologic & hydraulic calculations,
9 two copies of the project plans, and,
10 check in the amount of $505 00 to cover the permit application fee
We trust that you will find our submittal complete, nonetheless, please call should you
have any questions or comments
Sincerely,
4� 0-44�
Donald M Coil, PE
Compass Pointe Engineering, PA
Enclosures
cc Ms Kay Brody
Mr Scott Quaintance, Carolina Bluewater Construction (w/Enc)
ECEIVE
MAY 0 3 2012
BY

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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id 2011-01701 County Brunswick U S G S Quad Holden Beach
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner. Michael and Frances Brody
209 Lindemans Drive
Address Cary, North Carolina 27519
919-624-9355
Property description
Size (acres) 0.13
Nearest Waterway AIWW
USGS RUC 3040207
Nearest Town Holden Beach
River Basin Lumber
Coordinates 33.907689 N, -78 339311 W
Location description Lot 83, section B addition to Colonial Beach Subdivision, 966 Ocean Boulevard West, Holden
Beach, Brunswick County, North Carolina
Indicate Which of the Following A I :
A. Preliminary Determination
- Based on preliminary information, there may be wetlands on the above described property We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction To be considered final, a
jurisdictional determination must be verified by the Corps This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process( Reference 33 CF'R Part 331) If you wish, you may
request an approved JD (which may be appealed), by contacting the Corps district for further instruction Also, you may
provide new information for further consideration by the Corps to reevaluate the JD
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification
X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean
Water Act (CWA)(33 USC 5 1344). Unless there is a change in the Iaw or our, published regulations, this
determination may be relied upon for a period not to exceed five years from the „date of this notification,
_ We strongly suggest you have the wetlands on your property delineated Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner For a more timely
delineation, you may wish to obtain a consultant To be considered final, any delineation must be verified by the Corps
X The wetlands on vour property have been delineated and the delineation has been verified by the Corps. We
strongly suggest you have this delineat,gn surveyed Upon completion, this survey should be reviewed and verified
by -the Corris. Once verified this survey will i3rovide an accurate depiction of all areas sub ect to CWA itirisdiction.
on property which. provided there Is no chance in the law or our published regulations. may be relied upon
for a period not to exceed five years
_ The waters of the U S including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on_ Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification
There are no waters of the U S , to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344) Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification
Page 1 of 2

X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA) You should contact the Division of Coastal Management in
Morehead City, NC. at [phone] to determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311) If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Emily Hughes at 910-251-4635,
C. Basis For Determination
This site exhibits wetland criteria as described In the 1987 Corps of Engineers Wetland Delineation Manual and is
adjacent to the Atlantic Intr oastal Waterway. a Navigable Water of the U.S. This determination Is based on
information provided by Gary Gurganus and a site visit by Emily Hughes on 8/10/2011
D. Remarks
E. Attention USDA Program Participants
This delmeation/determmation has been conducted to identify the limits of Corps' Clean Water Act j urisdtction for the
particular site identified in this request The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985 If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work
F. Appeals Information (This information applies only to approved jurisdictional determinations as Indicated in
B above)
This correspondence constitutes an approved jurisdictional determination for the above described site If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331 Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form If you request to appeal this
determination you must submit a completed RFA form to the following address
US Army Corps of Engineers
South Atlantic Division
Ann Jason Steele, Review Officer
60 Forsyth Street S W, Room 1 OM 15
Atlanta, Georgia 30303-8901
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 3315, and that it has been received by the Division Office within 60 days of the date of the NAP
Should you decide to submit an RFA form, it must be received at the above address by 1/23/12
**It is not necessary to sub an RFA form to th Division Office if you do not object to the determination in this
correspondence ** I ,
Corps Regulatory Official
Date Novem er 23 2011 t ) Expiration Date November 23, 2016
The Wilmington District is committed to providing the highest level of support to the public To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit htm //per2 nn usace army mil/survey html to
complete the survey online
Copy furnished

� f1 b�� ��
k NOWT N OFAI3MTISTRA PT OPTIONS!AND PRQG�ESS�AND ''
jj QUEST R APPEAL ry ' � "''�
;
Applicant Michael and Frances Bro ly File Number 2011-01701 Data 11/23/11
Attached is
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
LIJ
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision
Additional information may be found at htta /lwww usace army mil/meVA ctions/cw/eecwo/reg or
Corps regulations at 33 CFR Part 331
A: INITIAL PROFFERED PERMIT: You may accept or abject to the permit
• ACCEPT If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit
• OBJECT If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly You must complete Section II of this form and return the form to the district
engineer Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future Upon receipt of your letter, the district engineer will evaluate your
objections and may (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below
B PROFFERED PERMIT You may accept or appeal the permit
• ACCEPT If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit
• APPEAL If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section lI of
this form and sending the form to the division engineer This form must be received by the division engineer within 60 days
of the date of this notice
C PERMIT DENIAL You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section lI of this form and sending the form to the division engineer This form must be received by the division
engineer within 60 days of the date of this notice
D APPROVED JURISDICTIONAL DETERMINATION You may accept or appeal the approved JD or provide new
information
• ACCEPT You do not need to notify the Corps to accept an approved JD Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD
• APPEAL If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section iI of this form and sending the form to the district engineer This form
must be received by the division engineer within 60 days of the date of this notice

E PRELIMINARY JURISDICTIONAL DETERMINATION You do not need to respond to the Corps regarding the
prehmmary JD The Preliminary JD is not appealable If you wish, you may request an approved JD (which maybe appealed),
by contacting the Corps district for further instruction Also you may provide new information for further consideration by the
Corps to reevaluate the JD
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record )
ADDITIONAL INFORMATION The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record Neither the appellant nor the Corps may add new information or analyses to the record
However, you may provide additional information to clarify the location of information that is already in the administrative
record
POINT OF CONTACT FOR QUESTIONS OR INFORMATION
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact
also contact
District Engineer, Wilmington Regulatory Division,
Mr Jason Steele, Administrative Appeal Review Officer
Attn: Emily, Hughes, A ue Ig atorxSpecialist
CESAD-PDO
Wilmington ReSulatory Field Office
U S Army Corps of Engineers, South Atlantic Division
69 Darlington Ave
60 Forsyth Street, Room 1OM15
Wilmington NC 28403-1343
Atlanta, Georgia 30303-8801
Phone [phone]
RIGHT OF ENTRY Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process You will be provided a 15 day
notice of anv site investigation, and will have the opportunt to participate in all site invests ations
Date
Telephone number
Signature of appellant or agent T
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Emily Hushes, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to.
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone [phone]

YMMA
NCDETIR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P E Dee Freeman
Governor Director Secretary
June 11, 2012
Kay Brody
209 Undamans Drive
Cary, NC 27519
Subject Request for Additional Information
Stormwater Protect No SW8111117
966 Ocean Boulevard West, Holden Beach
Brunswick County
Dear Ms Brody
The Wilmington Regional Office received a State Stormwater Management Permit Application
for 966 Ocean Boulevard West, Holden Beach on May 3, 2012 A preliminary review of that
information has determined that the application is not complete The following information is
needed to continue the stormwater review
Please provide the following additional infiltration basin calculations
a The minimum size of the infiltration basin is the Post —development 1 year 24 hour
volume minus the pre -development 1 year 24 hour volume
b To waive the bypass and filter requirement, calculate the post -development volume
of the 10 year 24 hour storm using 7 23" as the RE) value
c Calculate how much volume can infiltrate through the bottom of the "pre -post
minimum size" basin at 1/2 the reported infiltration rate in 24 hours Subtract this
volume from the 10 year 24 hour volume
d If the volume leftover is less than the total volume available in the basin, then the
design is OK If the leftover volume is greater than the total volume available in the
basin, then increase the size of the basin to accommodate the additional volume
such that the system does not overtop during the 10 year 24 hour storm
2 The lowest elevation for the top of wall is 6 9 fmsl, therefore, this must be the reported
storage elevation, not 7 1 If 7 1 will be the proposed storage elevation, then the lowest
part of the retaining wall must be 7 1, and the top of the wall in the other parts of the basin
must be higher The calculations are based on 7 1, therefore, they will need to be revised
if 6 9 is the proposed elevation
3 The plans and details show the bottom elevation of the infiltration basin as 5 0, however,
the calculations and supplement use and report a bottom elevation of 5 2 Please make
sure that the elevations matchup between the plans, supplements, and calculations
4 Based on using 5 2 and 6 9 as the correct bottom and storage elevations, respectively,
this vertical -sided basin will hold 734 cubic feet However, the supplement reports that the
volume provided is 321 cubic feet Is this a typo? Keeping 5 2 as the bottom, and using a
storage elevation of 7 1, the volume provided is 821 cubic feet Dropping the bottom
elevation to 5 0, and using 6 9 as the storage elevation, the volume in the basin is still 821
cubic feet Please report the correct volume on the supplement
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington North Carolina 28405
Phone [phone] FAX [phone] DENR Assistance 1 877-r23 6748
Internet www ncwaterqualityorg
An Equal Opportun41 Affirmative Action Employer
None
rthCarolina
Natt(mlly

Ms Brody
June 11, 2012
Stormwater Application No SW8 111117
5 Please remember that while a raised, uncovered wood deck and the water surface of a
swimming pool are not considered as built -upon area, a concrete pool deck is built -upon
area and must be accounted for
6 Please add the dimensions for the house and driveway The plans have stretched
somewhat and scaling is questionable We rely on dimensions much more than stated
areas or scaling to judge compliance in the field
7 Please add the nearest intersection of two major roads to the vicinity map A major road is
any 1, 2 or 3 digit NC, US or interstate highway
8 Please provide a copy of the signed and notarized high density subdivision deed
restriction which limits the built -upon area for this lot to 2,558 square feet, and which
references the permit number SW8 111117 Upon receipt of the permit, the owner should
record this deed restriction which will ensure that future owners of the lot are aware of the
existence of the permit and the built -upon area limits associated with the infiltration
system
Please note that a revision to one number may have a domino effect on other numbers, which
may require revision of the applications, calculations, supplements, plans, details, and
associated documentation Please verify all numbers are correct to ensure consistency in the
application documents
Please note that this request for additional information is in response to a preliminary review
The requested information should be received in this Office prior to July 11, 2012, or the
application will be returned as incomplete The return of a project will necessitate resubmittal of
all required items, including the application fee
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information The
Division is allowed 90 days from the receipt of a completed application to issue the permit
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and is subject
to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned project number on all correspondence Any original
documents that need to be revised have been sent to the engineer or agent All original
documents must be returned or new originals must be provided Copies are not acceptable If
you have any questions concerning this matter please feel free to call me at [phone] or
email me at linda lewis@ncdenr gov
Sincerely,
Linda Lewis
Environmental Engineer III
GDSlarl S Iwgslstormwaterlpermits & projects120111111117 HD12012 06 Addinfo 111117
CC Don Covil, P E , Compass Pointe Engineering
Wilmington Regional Office Stormwater File
Page 2 of 2

B.M. Long & Associates
P O Box 1117 * 6609 Ocean Hwy West * Shallotte, NC 28459
Phone [phone] * Fax [phone]
-LAND SURVEYORS * PLANNERS -
WE SURVEY THE LAND AND ANYTHING THEREON
March 7, 2012
Michael Norton
Compass Pointe Engineering PA
5041-3 Main Street
Shallotte, NC 28459
Re Storm Water Infiltration Study
Tax Parcel #245EA005
Lot 83
S-B Colonel Beach
966 Ocean Blvd West
Dear Michael
REGEIVE
MAY 0 3 2012
BY_
On March 7, 2012, I made an evaluation of the proposed storm -water infiltration at the
above site The purpose of this evaluation was to describe the soil profile, quality the
depth to the seasonal high water table to determine soil texture, to identify the infiltration
ratio and to inform the project engineer of any potential limitations to this project
The soil on this site is mapped Corolla in the Soil Survey of Brunswick County USA
1986 Actual soil borings confirm the soil to be in the Corolla soil series
The Corolla soil can best be described as somewhat poorly drained soils on the Coastal
Barrier Islands in low areas adjacent to undulating sand ridges Most areas are long and
irregular in width and shape
The seasonal high water table is normally evident by observation of redoximorphic
features and soil color suggesting past condition of saturation and reduction There is
evidence of soil color from the four holes that I dug and it is my opinion that the seasonal
high water on hole #1 is 12 inches, hole #2 is 13 inches, hole #3 is 16 inches and hole #4
is 12 inches from the natural soil surface (see map for location of holes)
In summary, the test holes were placed on this lot upon project engineer's request For
difference in elevations see enclosed map which identify the elevation of each hole
There is 553 sq ft of this lot that is impacted by wetland as shown on map The coastal
wetlands and the 404 USACE line was flagged on 08/17/2011 (see map) There are areas
of concern and should be addressed before and after construction of any kind take place
It is expected that from the four soil borings that were dug on this lot, the infiltration rate
is in a range of 15 to 20 inches per hour

r
Soil Profile Description
(Test Holes)
Test Hole #1
0 — 1" Very dark grayish brown (I OYR 3/2) fine sand
1 —12" Brown (I OYR 5/3) fine sand
12 — 21" Light brownish gray (I OYR 6/2) fine sand
21 — 27" Very dark grayish brown (1 OYR 3/2) fine sand
27 — 38" Dark brown (I OYR 4/3) fine sand
38 — 52" Greenish gray (5G 511) fine sand
52" + Fine sand — soil is saturated with water
Elevation at this hole is 4 68
Test Hole 42
0 — 8" Very dark grayish brown (1 OYR 3/2) fine sand
8 — 13" Brown (1 OYR 5/3) fine sand
13 — 16" Brown (I OYR 5/3) fine sand with grayish brown (IOY/R 5/2) and
yellowish brown (I OYR 6/6) mottles
16 - 28" Grayish brown (1 OYR 5/2) fine sand
28 —48" Greenish gray (5G 5/1) fine sand
48" + Fine sand — soil is saturated with water
Elevation at this hole is 4 14
2

Test Hole #3
0 —16" Brown (I OYR 5/3) fine sand
16 — 33" Dark grayish brown (I OYR 5/2) fine sand
33 — 48" Greenish gray (5G 511) fine sand
48" + Fyne sand — soil is saturated with water
Elevation at this hole is 4 50
Test Hole #4
0 — 2"
Very dark grayish brown (1 OYR 3/2) fine sand
2 —12"
Brown (I OYR 5/3) fine sand
12 — I6"
Brown (10YR 5/3) fine sand with grayish brown (I OYR 5/2) and
yellowish brown (I OYR 6/6) mottles
16 - 28"
Grayish brown (1 OYR 5/2) fine sand
28 — 48"
Greenish gray (5G 5/1) fine sand
48" +
Fine sand -- soil is saturated with water
Elevation at this hole is 3 91
Note Bench Mark Elevation was taken from survey by Gary Gurganus, PLS dated
9/2/2011
If I can be of additional assistance, please advise
Sincerely,
±Bobbyv
�(/Y5) f/YtMong, LSS #1145
Attachment # 1
Attachment #2
Attachment #3
3

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Completeness eview Checklist
Project Name. Received Date
95
Project Location Accepted Date a
Rule(s) L008 Coastal �1995 Coastal El Phase II (WiRO) [:]Universal 1:11988 Coastal
Type of Permit (Vew-�or Mod or PR (Existing Permit # (Mod or PR). MPE Cert on File?
Density. I
% sC
Subdivided?
Type.
00) 1 Stream Class bh 1 ] —7S7C Map I I JOffsite to SW8
Paperwork -TftiTailed Engineer on
ID-Upplement(s) (1 original per BMP) BMP Types) �n��� '16ASkN. C)P-Tkc'm F f
�0&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
pplication with correct/original signatures OwNL� tL�{
�C'
_E'orp or LLC Sig Auth per SoS or letter Note to Review
r7r.505 (within bmo)
V. �5 iIs Report with SHWT '%Dr'1113 1(� C�(1� 51 j12 afoA", 1 GAMR
lacaiculations (signed/sealed) {1lv" kb`?ftA31f ?� v -♦
q V %f c -
�No obvious errors top �
Density includes common areas, etc
Deed Restrictions, if subdivided �`��?
" �.Sr[15 G�r, ytRnrl ti 1fo" ��%{+S
00 Signed & Notarized _ y m {
Correct Template (Comm/Res & HDAD) _or Dec Covenants & Rest CT %ek *3 ?M51')
Plans
[Er2 Sets
Grading
Vicinity Map
Legend
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
r-CKetlands Delineated or No Wetlands
NLayout (proposed BUA dimensions)
—Project Boundaries �DA Maps
Infiltration Wet Pond Offsite
Soils Report vowr, Soils Report EDPE Cert for Master Lot #
SHWT '&P& SHWT Deed Rest for Master Lot # Matches Master
Bottom PP BUA Permitted (Master) sf
Visited BUA Proposed (Offsite) sf
Additional Information-
Permitted
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

6OP-1
DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules ❑ Coastal SW -1995 © Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for rise as an anginal
I GENERAL INFORMATION
1 Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc }
966 Ocean Boulevard West Stormwater Plan, Holden Beach, NC
2 Location of Project (street address)
966 Ocean Boulevard West
City Holden Beach County Brunswick Zip 28462
3 Directions to project (from nearest major intersection)
From intersection of NC 130 and Ocean Boulevard on the island of Holden Beach travel west 41 miles
The protect is on the „right at 966, Ocean Boulevard West
4 Latitude 330 54' 26" N Longitude -78' 20' 1" W of the main entrance to the project
II PERMIT INFORMATION
1 a Specify whether project is (check one) ®New ❑Modification
b If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction ❑Not Started ❑Partially Completed" ❑ Completed* 'provide a designer's certification
2 Specify the type of project (check one)
[]Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3 If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4 a Additional Project Requirements (check applicable blanks, information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748)
®CAMA Major ❑Sedimentation/Erosion Control ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit Proposed Impacts
b If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit
Form SWU-101 Version 07Jun2010 Page I of 6
RECEIVE�y
MAY 0 3 2012
BY.

III CONTACT INFORMATION
1 a Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc who owns the project)
Applicant/Organization Kay Brody
Signing Official & Title. Kay Brody, Owner _
b Contact information for person listed in item 1a above
Street Address 209 Lmdamans Drive
City Cary State NC Zip 27519
Mailing Address (if applicable) same
City State
Phone (919 ) 462-1936 Fax
Email kay brody®gmail com
Zip
c Please check the appropriate box The applicant listed above is
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
Developer* (Complete Contact Information, item 2a and 2b below)
2 a Print Property Owner's name and title below, if you are the lessee, purchaser or developer (This is the
person who owns the property that the project is located on)
Property Owner/Organization
Signing Official & Title
b Contact information for person listed in item 2a above
Street Address
City
Mailing Address (if applicable)
City
Phone {_ )
Email
State
State
Fax („ ,, )
Zip
Zip
3 a (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project
Other Contact Person/Organization Carolina Bluewater Construction
Signing Official & Title Scott Quaintance, Owner
b Contact information for person listed in item 3a above
Mailing Address 6934-9 Beach Drive SW
City Ocean Isle Beach
State NC
Phone ((910 ) 2794590 Fax (
Email blueh2o@atmc net
Zip 28469
4 Local jurisdiction for building permits Town of Holden Beach
Point of Contact Tim Evans Phone # (910 ) 842-9315
Form S)ArU-101 Version 071un2010 Page 2 of 6

IV PROJECT INFORMATION
1 In the space provided below, briefly summarize how the stormwater runoff will be treated
Stormwater runoff from built -upon areas shall be collected and directed _to an infiltration basin sized for
the 10-year, 24-hour rainfall event at2 the infiltration rate presented in the project soils report
2 a If claiming vested rights, identify the supporting documents provided and the date they were approved
❑ Approval of a Site Specific Development Plan or PUD Approval Date
[] Valid Building Permit Issued Date
❑ Other Date
b If claiming vested rights, identify the regulation(s) the project has been designed in accordance with
❑ Coastal SW -1995 ❑ Ph II -- Post Construction
3 Stormwater runoff from this project drains to the Lumber River basin
4 Total Property Area 01318 acres 5 Total Coastal Wetlands Area 0 026 acres
6 Total Surface Water Area acres
7 Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area, 01058 acres
Total project area shall be calculated to exclude the follmoing fire normal pool of inrpounded structures, the area
between the banks of streams and rivers, tire area below fire Nor oral High Water (NHVIO lure or Mean High Water
(MHVIq lure, and coastal wetlands landward from fire NHW (or MHM lure Tire resultant protect area is used to
calculate overall percent bruit upon area (BUA) Non -coastal wetlands landward of fire NHW (or MHW) line ►nay
be included in the total protect area
8 Project percent of impervious area (Total Impervious Area / Total Project Area) X 100 = 55 5 %
9 How many drainage areas does the project have? 1 (For high densihj, count 1 for each proposed engineered
storrnwatcr BMP For low density and other projects, rise 1 for the whole properhj area)
10 Complete the following information for each drainage area identified in Project Information item 9 If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below
Basin Information
Drainage Area 1
Drainage Area
Drainage Area _
Drainage Area
Receiving Stream Name
Intracoastal
Waterway
Stream Class *
SA, HQW
Stream Index Number *
15-25
Total Drainage Area (so
4537
On -site Drainage Area (so
4537
Off -site Drainage Area (so
0
Proposed Impervious Area (s
2558
% Impervious Area" total
5638
Im envious"' Surface Area
Draina a Area
Drainage Area
Drainage Area
Drainage Area
On -site Buildings/Lots (so
1783
On -site Streets (so
On -site Parking (so
775
On -site Sidewalks (so
Other on -site (so
Future (so
Off -site (sf)
Existing BUA*** (so
Total (sf)
2558
* Strearrr Class and Index Number can be determined at htti7/ of tal ucdenr orgfwebAt)iO?s csu/class{fi_catiorrs
norm SWU-101 Version 07Jun2010 Page 3 of

Im ervious area is defined as the built upon area including, but not limited to, buildings, roads, packing areas,
sidewalks, gravel areas, etc
*** Report only that amount of existing B UA that will remain after development Do not report any existing B UA that
is to be removed and which will be replaced by new BUA
11 How was the off -site impervious area Listed above determined? Provide documentation n a
Projects in Union County Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per NCAC 02B 0600
V SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project The latest versions of the forms can be downloaded
from http //portal ncdenr org web/wq/ws/su/bmp-manual
VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below A detailed application instruction sheet and BMP
checklists are available from http //portal ncdenr org[web/wq/ws/silstatesw/forms_docs The complete
application package should be submitted to the appropriate DWQ Office (The appropriate office may be
found by locating project on the interactive online map at http / /portal ncdenr org/web/wq/ws/su/maps )
Please indicate that the following required information have been provided by initialing in the space provided
for each item All original documents MUST be signed and initialed in blue ink Download the latest versions
for each submitted application package from http //portal ncdenr argf web/wq/ws/su statesw/ forms. does
rutials
1 Original and one copy of the Stormwater Management Permit Application Form
2 Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants — (in
Form (if required as per Part VII below)
3 OriginaI of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP
4 Permit application processing fee of $505 payable to NCDENR (For an Express review, refer to
http /f www envhelp org/12ages/onestopexpress html for information on the Express program
and the associated fees Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting)
5 A detailed narrative (one to two pages) describing the stormwater treatment/managementfo
4�7��
the project This is required in addition to the brief summary provided in the Project
Information, item 1
6 A USGS map identifying the site location If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map
7 Sealed, signed and dated calculations
B Two sets of plans folded to 8 5" x 14" (sealed, signed, & dated), including
a Development/Project name
b Engineer and firm
c Location map with named streets and NCSR numbers
d Legend
e North arrow
f Scale
g Revision number and dates
h Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW Imes
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters
i Dimensioned property/project boundary with bearings & distances
j Site Layout with all BUA identified and dimensioned
k Existing contours, proposed contours, spot elevations, finished floor elevations
1 Details of roads, drainage features, collection systems, and stormwater control measures
Forin SVVU-101 Version 07]un2010 Page 4 of 6

in Wetlands delineated, or a note on the plans that none exist (Must be delineated by a
qualified person Provide documentation of qualifications and identify the person who
made the determination on the plans
n Existing dramage (including off -site), drainage easements, pipe sizes, runoff calculations
o Drainage areas delineated (mcluded in the main set of plans, not as a separate document)
p Vegetated buffers (where required)
9 Copy of any applicable sorts report with the associated SHWT elevations (PIease identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs Include an 8 5"x11" copy of the NRCS County Soils map with the
project area clearly delineated For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate
(Infiltration Devices submitted to WiRO Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone] )
10 A copy of the most current property deed Deed book lb Page No 41
11 For corporations and limited liability corporations (LLC) Provide documentation from the NC rho
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 2H 1003(e) The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned
lift //www secretary state nc us/Corporations/CSearch aspx
VII DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any Iot If Iot sizes vary significantly or the proposed_
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form The appropriate deed restrictions and
protective covenants forms can be downloaded from
kitty / /portal ncdenr ore•/web/wo/ws/su/statesw/forms does Download the latest versions for each submittal
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot
VIII CONSULTANT INFORMATION AND AUTHORIZATION
Applicant Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information)
Consulting Engineer Donald M Covil, P E
Consulting Firm Compass Pointe Engineering, PA
Mailing Address 5041-3 Main Street
City Shallotte State NC Zip 28470
Phone [phone]
Email dcovil cpe@atmc net
Fax (910 ) 755-5875
IX PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
Iisted in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system
Farm SWU-101 Version 071un2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days, otherwise I will be operating a stormwater treatment
facility without a valid permit I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue I43-2I51 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS I43-215 6
Signature
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal,
SEAL
My commission expires
X APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed in Contact Information, item 1a) Kay Brody
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormw tfer rytles nder 15A NCAC 2H 1000, SL 2006-246 (Ph 11- Post Construction) or SL 2008-2I1
Signa Date 2 rl G.
do herebycertify that
a Notary
h"
before me this �iay of
a stormwater permit Witness my hand and o
�. JEGI N E p• "�,,
Comm Exp
O 12-10-2012 o
A G
.,,• ys� 1113 L` a
I.1••HI•... IH..... •1
SEAL
he for the State of N C. . County of
My commission expires 011 ! 1 Q
Form SWU-101 Version 07.1un2010 Page 6 of 6

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Page 1 of 1
Brunswick County, NC
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Disclaimer Map and parcel data are believed to be accurate, but accuracy is not Map Scale
guaranteed This is not a legal document and should not be substituted for a title search, 1 inch = 100 feet
appraisal, survey, or for zoning verification
ECEIVE
MAY o s 2012
By,_...
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NORTH CAROLINA GENERAL WARRANTY DEED
Pared Identtfrer No 245EA093 'fled by ounty on the _ day of 20
By- ` s
MalllBox to Richard F Green, Attorney t Lew, 2998 Hol h Road, SW, Holden Beach NC 29462
This instrument was prepared by Richard F Green Attorney at Law FILE NO 11 18466
Bncf cimmmption for the Index LOT 93, SEC B, COWNIAL BEACH
THIS DEED trade this 1 Blh day of July 20 I by and between
GRANTOR
D RANDALLGUPfONand wife,
SHANNON C GUPTON
PO BOX 1775
CLARKSVILLE, VA 23927
This property _rs is not it
Grantors primary residence
Enter in appropriate block for each Grantor and Grantee
corporation orpartoeishtp
GRANTEE
AEL J BRODY and w1fe,
KA RODY
209 LINDAMA S DRIVE
CA RY, NC 27819
name, mailing address, and rf appropnatc character of entity, c g
The destgnauon Grantor (aid Gi mtce as used �'sball include parties, their heirs successors, and assigns, and shall include
singular plural masculine feminine or neuterolred by coot C4
WITNPSSETH that the Grantor fora valu��Ai$ conciderau d by tine Gran�Q7W&pt of which is hereby acknowledged, has and
by these presents does grant bargain, sell and convey unto the in fee simple all that certain lot or parcel of land situated in the
City of HOLDEN BEACH. Lockwood Towiiship, Brunswick County, North Carolina
and more particularly described as follows
See Attached
[. e l!- �Df• rt5/� ^.e.� d � rwred
��describedTIM property hemnabove desbed was ain Grantor trument recorded Book 1239 page 422
All or a portion of the property lacicio conveyed — inclodes err __._ dos not include the pnnrmry residence of a Grantor
A map showing the above described property as recorded in Plat Book 16 page 41
NC By Auoclatm Form No 3 O 1976 Revlaed 0 111/2010
tMeea,en nmd by Aari wah the NC rev Anucnuan

w
'Lewis,Linda
From
Lewrs,Linda
Sent
Thursday, January 19, 2012 12 32 PM
To
'Kim Williams'
Subject
RE 966 Ocean Blvd West, SW8 111117
Kim
Since 1988, any project that receives either a CAMA Major Permit or a Sedimentation Erosion Control plan
approval (> 1 acre) is subject to the stormwater rules The 10,000 sf trigger was added in 2008 and is
independent of the CAMA Major and SEC triggers The lot requires a SW permit because of the CAMA Major —
the fact that this lot has less than 10,000 sf does not exempt it from meeting the stormwater rules Each trigger
is independent — a project needs only one of the triggers in order to be subject to stormwater
The Limited Residential GP SWG 050000 is reserved for those residential projects that do NOT require either
a CAMA Major Permit or SEC approval, and which are proposing >10000 sf of BUA In this case, because the
development requires a CAMA Major and because the BUA is <10000 sf, the project would not qualify for
coverage under this GP
The SWG 010000 Single Family GP could be used but only if the lot met the applicable low density level If the
density is 46%, then this lot would not qualrfy for coverage under this GP, either
If low density cannot be met, only high density is left Whether the BUA is less than or greater than 10,000 sf is
not the basis for determining whether the lot is high density or low density The density is calculated based on
the proposed BUA (whatever its amount) and the lot's area For these small CAMA lots, the most popular
BMP's are graveled linear infiltration trenches, sand filters, a small infiltration basin (all need to consider
minimum separation to the SHWT), or a constructed wetland (needs a high SHWT) You can use any of the
BMP's or series of BMP's that provide 85% TSS removal You can utilize permeable pavement to reduce the
overall density of the lot and you can utilize rainwater -harvesting systems to reduce the required storage
volume in the BMP
Whatever BMP's you use, just be sure to include the appropriate completed supplements and signed O&M's in
the application Please note that the use of a rainwater harvesting device does require a reliable, automated,
dedicated, year-round use for the stored water, to be used within 5 days Uses include irrigation, a properly
designed BMP, infiltration, or gray water in the home
One other consideration is the 50' buffer No BUA (only water -dependent structures like a boat ramp or a
bulkhead) is allowed within the buffer For hardship cases, you can request a written buffer variance, which
would be part of the application
Unless there is a large amount of permeable pavement on the lot such that the overall density can be reduced
to 12% or less, this will be a high density permit
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties

From: Kim Williams [mailto kwdhams@Imgroup,ne
Sent: Thursday, January 19, 2012 11 27 AM
To: Lewis,Linda
Subject: 966 Ocean Blvd West, SW8 111117
Hi Linda
We submitted a CAMA Major Permit application on behalf of Michael and Kay Brody for the construction of a single-family
house at 966 Ocean Boulevard West in Holden Beach We received your letter stating that a Stormwater Management
Permit would be needed for the project (SW8 111117) The lot is 0 13 acre in size and total impervious cover wilt be
46% (including house and driveway) Can you tell me what type of stormwater permit they would need? Is it possible to
apply for a general permit for single family residences (SWG010000)? Or could we possibly meet requirements listed
under your regulations for Limited Residential Development in Coastal Counties by collecting the first 1 5 inches of rainfall
using cisterns or ram barrels? Or are they automatically bumped into a high -density stormwater category even though
total built upon area is less than 10,000 sf?
Thanks so much for your help
Sincerely,
Kim Williams
Land Management Group, Inc
P 0 Box 2522
Wilmington, NC 28402
Office [phone]
Mobile [phone]
Fax [phone]

AC
r...DENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H Sullins Dee Freeman
Governor Director Secretary
November 30, 2011
Mr and Mrs Michael Brody
209 Lindamans Drive
Cary, NC 27519
Subject- Request for State Stormwater Management Permit Application
966 Ocean Boulevard West
Stormwater Project No SW8 111117
Brunswick County
Dear Mr and Mrs Brody
On November 15, 2011, the Wilmington Regional Office received a copy of the CAMA Major
Permit application for the subject project The North Carolina Administrative Code requires any
project that is part of a larger common plan of development, or that proposes more than 10,000
square feet of new built -upon area, or that must receive Sedimentation and Erosion Control
Plan approval, or that must receive a CAMA Major permit, to apply for and receive a
Stormwater Management Permit from the Division of Water Quality Please note that the
Town of Holden Beach is not a delegated State Stormwater permitting agency Meeting the
local stormwater ordinance requirements of the Town of Holden Beach does not satisfy the
requirements of Session Law 2008-211 In addition to the Town's permit, you must also apply
for and receive a stormwater management permit from the Division of Water Quality
Either a Stormwater Permit Application Package including 2 sets of plans, completed
application form, fee, and supporting documentation, or a written response regarding the status
of this project and the expected submittal date must be received in this Office no later than
December 30, 2011 Failure to respond to this request may result in the initiation of enforcement
action, and construction may experience a subsequent delay Any construction on the subject
site, prior to receipt of the required permit, will constitute a violation of 15A NCAC 2H 1000 and
may result in appropriate enforcement action by this Office
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan
approval letter must NOT be considered the Coastal Stormwater Management Permit, which will
be signed by the Supervisor of the Surface Water Protection Section Please reference the
Project Number above on all correspondence If you have any questions, please call me at
(910)-796-7215
Sincerel��U
, �
Linda Lewis
Environmental Engineer III
GDSlarl S IWQS1Stormwater\Permits & Projects12011\111117 Registered12011 11 req_SWapp 111117
cc Town of Holden Beach Building Inspections
Kim Williams, Land Management Group, Inc
Holley Snider, Division of Coastal Management - WiRO
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 �TOne
Phone [phone] FAX [phone] Customer Service 1-877.623.6748 1 V O Carolina
Internet httpNportal ncdenrorg id=711#

Beverly Eaves Perdue
Governor
Adja
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management &"-
55
November 15, 2011
MEMORANDUM
TO Linda Lewis
SWP Permitting �' j. , 9//
J I I
Division of Water Quality -WRO �j(/ l
Dee Freeman
Secretary
RZ
Nov
FROM Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT CAMA/Dredge & Fill Major Permit Application Review
Applicant. Brody, Michael & Kay - (c/o Williams, LMG)
Project Location: 966 Ocean Blvd , West, adj to the AIWW, in Holden Beach, NC,
Brunswick Co
Proposed Project- Applicant proposes to install 100 linear feet of retaining wall, fill
approx 553 Sq Ft of §404 wetlands, construct a single-family
residence with pool and driveway
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by December 9, 2011 If you have any questions regarding the
proposed project contact Holley Snider [phone], when appropriate, in-depth
comments with supporting data is 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 &eecl Shl par-m ], <<
This agency objects to the project for reasons described in the
attached comments
SIGNED DATE
400 Commerce Ave, Morehead City, NC 28557 3421
Phone [phone] FAX [phone] Internet w_ww_nccoastalmanagement net Orle
An Equal Oppoduniry 1 AiflimaWe Action Employer N orthC% roh na
Naturally

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME Michael and Kay Brody
2 LOCATION OF PROJECT SITE The property is located at 966 Ocean Boulevard West, adjacent to the Atlantic
Intracoastal Waterway, in Holden Beach, in Brunswick County
Photo Index - 2006 4-6214 T,U- 6 2000 4-36 U-6 1995 4-35 U-11
State Plane Coordinates - X 2932364 461 Y 1322879 755 GPS File P110814A
Lat 33054'27 08755"N Long 78°20'22 05406"W
3 INVESTIGATION TYPE CAMA / DREDGE & FILL
4 INVESTIGATIVE PROCEDURE Dates of Site Visit — 07/19/11, 11/08/11
Was Applicant Present — No
5 PROCESSING PROCEDURE Application Received — complete on 10/25/11
Office —Wilmington
6 SITE DESCRIPTION
(A) Local Land Use Plan — Holden Beach
Classification From LUP - Developed
(B) AEC(s) Involved OH, CW
(C) Water Dependent No
(D) Intended Use Private
(E) Wastewater Treatment Existing —None
Planned— Municipal Sewer
(F) Type of Structures Existing — None
Planned — Construct a single-family residence with pool and rock driveway
(G) Estimated Annual Rate of Erosion N/A Source - N/A
7 HABITAT DESCRIPTION
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands §404
Approx
553 sq ft
(0) Non -Vegetated Wetlands - open water
(C) Other (High ground)
Disturbed
5,168 sq ft
(D) Total Area Disturbed 5,168 sq ft
(E) Prima Nursery Area No
F) Water Classification SA Open- Yes
8 PROJECT SUMMARY The applicant proposes to install 110 linear feet of retaining wall, fill approximately 553
square feet of §404 wetlands, construct a single-family residence with pool and driveway

Michael and Kay Brody
Page 2
9 PROJECT DESCRIPTION
The project site consists of a vacant lot located at 966 Ocean Boulevard West, adjacent to the Atlantic
Intracoastal Waterway, in Holden Beach, in Brunswick County Directions from the Holden Beach
bridge are as follows turn right onto Ocean Blvd West and travel approximately 4 0 miles, the project
site is located on the right side of the road
The project site consists of a vacant lot, measuring approximately 5,750 square feet The elevation of
the high ground area of the lot averages approximately 4 feet above NHW The project site contains
approximately 1200 square feet of coastal and §404 wetlands, and approximately 4,550 square feet of
uplands Upland vegetation consists of Wax Myrtle, Eastern Red Cedar, Catbriar, Pennywort and
Seaside Goldenrod The vegetation then transitions to Salt Meadow Grass (Spartrna patens), Spike
Grass (Disitichs spicata), Sea Lavender (Llmontum, spp ), Glasswort (Sahcornia, spp ), Black Needlerush
(luncus roeamerlanus) and Smooth Cordgrass (Spartrna alterniflora) A pocket of §404 wetlands,
consisiting primarily of sedge grass(Cyperus spp ) that measures approximately 25 feet wide by 25 feet
long exists landward of the coastal wetlands on the interior portion of the lot The project site is
bordered by similar undeveloped lots to the east and west, with single-family adjacent residences in
the vicinity The site is bordered by marsh to the north and Ocean Boulevard to the south
The waters of the AIWW adjacent to the project are classified as SA by the North Carolina Division of
Water Quality and are NOT designated as Primary Nursery Area The waters are open to the harvest
of shellfish A portion of the project is located within the High Hazard Flood Area, as indicated by Zone
VE on the Flood Insurance Rate Map There are no known archaeological sites located within the
project vicinity
PROPOSED PROJECT
The applicant proposes to construct 110 linear feet of retaining wall, place approximately 553 square
feet of fill material in §404 wetlands, construct a single-family residence with pool and driveway The
applicant is proposing an approximately 12 5 feet long wing wall along the western property
boundary The proposed wing wall would be connected to the proposed retaining wall As proposed,
the retaining wall would be constructed landward of the coastal wetlands with approximately 53 linear
feet of bulkhead along the northern property boundary adjacent to the coastal wetlands The
proposed retaining wall would make a 90 degree turn to the south along the eastern property
boundary The retaining wall would then extend approximately 37 feet toward Ocean Boulevard and
finally make a 90 degree turn to the west and extend approximately 7 feet in order to stabilize the
proposed swimming pool (see Sheet 2 of 4) The applicant is proposing to fill approximately 553
square feet of §404 wetlands The proposed §404 wetland fill would be located within the footprint of
the proposed residence and would be stabilized using silt fence and future vegetated cover The
applicant is proposing to bring in approximately 200 cubic yards of fill material to utilize as backfill for
the proposed retaining wall, wetland fill and building foundation pad (see Sheet 3 of 4) As proposed,
the §404 wetland fill would then allow for the construction of a single-family residence measuring
approximately 37 feet in width by 45 feet in length The proposed swimming pool would be located
an average of 10 feet from the rear of the proposed residence, approximately 3 feet from the

Michael and Kay Brody
Page 3
retaining wall, and would be oriented parallel to the proposed retaining wall The applicant is also
proposing to construct a rock driveway measuring approximately 35 feet in width by 25 feet in length
and would be located adjacent to Ocean Boulevard (see Sheet 2 of 4) The applicant states that the
house would be built on pilings with a concrete slab underneath The applicant has not stated the
proposed finished elevation of the concrete slab relative to mean sea level (MSL) Based on field
observations made on 11/08/11, the project site appears to be lower in elevation than to two
adjacent properties
10 ANTICIPATED IMPACTS
The fill needed for building foundation construction would result in the incorporation of
approximately 553 square feet of §404 Wetlands The construction of the retaining wall and backfill,
the single-family residence with pool and driveway would result in the disturbance of a roximatel
5,168 square feet of highground As proposed the development would result i ay 2'601 pproximatel
square ee o impervious surface
Submitted by H A Snider Date November 9, 2011 Office Wilmington

Project Narrative
Michael and Kay Brody
966 Ocean Boulevard West, Holden Beach, NC
Brunswick County, NC
R �� 1VE0
OCT 2 5 2011
�)C.,\a VJILM9NG1ON W
Michael and Kay Brody propose to construct a single-family home on pilings and a pool within a lot
located at 966 Ocean Boulevard West in Holden Beach, NC (Brunswick County)
Existing Conditions
The 0 13-acre lot is located off of Ocean Boulevard West in Holden Beach, adjacent to coastal and
freshwater wetlands that border the Atlantic Intracoastal Waterway The site is located within a VE flood zone A
joint coastal/404 wetland line was delineated along the northern property boundary by Ms Debbie Wilson and Ms
Holley Snider of the NC Division of Coastal Management and Ms Emily Hughes of the U S Army Corps of
Engineers in August of 2011 Additionally, a small freshwater wetland pocket was delineated by Ms Hughes in the
center of the lot Coastal wetlands are vegetated by Spartina altern flora and Spartina patens Freshwater wetlands
contain wax myrtle (Morella cerifera), groundsel bush (Baccharis hahmifolia), broomsedge (Andropogon spp ) and
pennywort (Hydrocotyle spp) Uplands support wax myrtle and yaupon (Ilex vomitona)
The existing land use map in the CAMA Land Use Plan for the Town of Holden Beach classifies this lot as
Vacant Land since it is currently undeveloped The future land use map classifies it as Residential The lot is zoned
residential by the Town of Holden Beach
Proposed Protect
The applicant proposes constructing a single-family residence on 8' pilings within the lot Additionally, a
29' x 13' pool will be constructed behind the house and a 110'-foot retaining wall will be installed parallel to the
coasta1/404 wetland line The total area of disturbance within the lot will be 5,168 square feet and the overall
impervious area will be 2,601 square feet Approximately 200 cubic yards of fill material will be distributed
throughout the lot Water and sewer service will be provided by Brunswick County The contractor is currently
preparing a stormwater plan that will meet the Town of Holden Beach's stormwater requirements Standard
construction methods will be used during construction of the pilings, house, and pool
Environmental Impacts
The applicant proposes to fill a total of 0 013 acre (553 so of freshwater wetlands in order to provide
sufficient area on which to build a residence within the lot Because the house will be on pilings, the applicant
evaluated the possibility of partially constructing the house over wetlands in order to minimize wetland impacts
However, the Town of Holden Beach's zoning ordinance prohibits pilings within 7' of wetlands Because this
wetland pocket is located in the middle of the lot, this setback was impossible to achieve Therefore, wetland
impacts cannot be avoided Because impacts are minimal, no compensatory mitigation is proposed

U-11 14l ZIJ11 G3 0L �:J1 7d0n f I�J ZI
AGENj: AUT OR ZATI N FO M
Date a#LtD--k7 l
Name of Property Owner Applying for Permit
this project
- Micmel_and Kay Brody -
Wi11MMS
Owner's Mailing Address
209 Li dmao Rrive
Cary NC 278t9 _
Z 40$ Z
I
Name of Authorized Agent for
---Kim
Agent's Mailing Address
-- P.O. Box
W&IMIng,0A,Ng
Phone Number 121E
I certify that I have authorized the agent listed above to act on my behalf, for the purpose
of applying
for and obtaining all CAMA Permits necessary to install or construct the following
i q-
(activity) s
] i 1
..-- anglP.-family touse.and DCPJ

---
(my property located) at 966 Ocean Boulevard WestHa d each,_C
This cerhf'i tion is v lid thru (date)
06vd,l li( A
P perty Owner Signature j Date
Dee Freeman
Secretary
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H Gregson
Governor Director
An E900A OpputnUy 4 Afrirmeh,,pAdmn Employer 'qEp 2 3 2011
o `C '4" +} 7 +_ �j

DCM MP-1
APPLICATION for S
se e w
O y
Major Development Permit ;Y
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1 Primary Applicant/ Landowner Information
Business Name
Project Name (it applicable)
966 Ocean Blvd West
Applicant 1 First Name
Michael
MI
Last Name
Brody
Applicant 2 First Name
Kay
MI
Last Name
Brody
If additional applicants, please attach an additional page(s) with names listed
Mailing Address PO Box
209 Lindamans Drive
City
Cary
State
NC
ZIP / q
2 9 i J f _
Country
USA
Phone No
ext
FAX No
- -
Street Address (if different from above)
City State ZIP
Email
2 Agent/Contractor Information
Business Name
Land Management Group Inc
Agentl Contractor 1 First Name
Ml
Last Name
Kim
C
Williams
Agentl Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
PO BOX
2522
Wilmington
NC
ZIP
Phone No 1
Phone No 2
28402
910 - 452 - 0001
ext
- - ext
FAX No
Contractor #
910 452 0060
Street Address (if drfferent from above)
City
State
ZI P
3805 Wrightsville Ave
Wilmington
NC
28403-
Email
rt
kwilliams@lmgroup net
<Form continues on back>
252-FT)8-2808 i-8;iS- .PC,0AST VhWIn 2t :^aa�„ t lrtixmruaij es Bret a� 8

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3 Project Location
County (can be multiple)
Street Address
State Rd #
Brunswick
966 Ocean Boulevard West
Subdivision Name
City
State
Zip
Colonial Beach
Holden Beach
NC
-
Phone No
Lot No (s) (if many, attach additional page with list)
- - ext
83, 1 1 ,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Lvm6,er
AIWW
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
Atlantic Ocean
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
Town of Holden Beach
4
Site Description
a
Total length of shoreline on the tract (ft)
b Size of entire tract (sq ft )
None
5740
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
5740, 1 1
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
— 4 5' ®NHW or ❑NWL
e
Vegetation on tract
Freshwater Wetlands Morella cenfera, Bacchans halimifolia
Coastal Wetlands Spartina altemiflora, Spartina patens
Uplands Ilex vomitoria, Morelia cenfera
f
Man-made features and uses now on tract
Undeveloped, vegetated lot, No manmade features
g
Identify and describe the existing land uses adiacent to the proposed project site
Undeveloped and vegetated
h
Flow does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
®Yes ❑No [:]NA
I
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy []Yes ®No ❑NA
If yes by whom?
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>
2 5 Z - 6 0 T-2Sk0?t 1-829-4t'3fWOAST v> www net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site? ®Yes []No
(n) Are there coastal wetlands on the site? ®Yes ❑No
(m) If yes to either (i) or (ii) above has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
No existing wastewater treatment facilities on site
o Describe existing drinking water supply source
Brunswick County water supply
p Describe existing storm water management or treatment systems
No existing stormwater treatment systems
5 Activities and Impacts
a
Will the protect be for commercial public, or private use? []Commercial ❑Public/Government
®PrivatelCommunity
b
Give a brief description of purpose, use, and daily operations of the project when complete
The applicant }Mans to construct a single-family house, pool, and small retaining wall on the lot
c
Descnbe the proposed construction methodology types of construction equipment to be used during construction the number of each type
of equipment and where it is to be stored
Fill material will be brought into site and grading activities will occur Pilings will be installed, house and pool will be
constructed
d
List all development activities you propose
To construct a single-family house on pilings, wood decking, retaining wall, and pool
e
Are the proposed activities maintenance of an existing protect, new work or both? New work
f
What is the approximate total disturbed land area resulting from the proposed protect? 5168 ®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
The applicant proposes to fill 553 sf of 404 freshwater wetlands located in the middle of the lot Stormwater runoff will be
treated per Town requirements
i
Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes will this discharged water be of the same salinity as the receiving water? []Yes ❑No ®NA
r
is there any mitigation proposed? []Yes ®No ❑NA
If yes attach a mitigation proposal 4 '4w�- p r
�� `i
<Form continues on back>
5 ,: Ad Ft,0 s A f J,
252-808.280-a 1-6BS-4RCOAST in,,xw.neconstallmainager�rent rte*

Form DCM MP-1 (Page 4 of 4)
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) — (f) 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 protect 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 protect 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 Michael and Diane Lepley Phone No
Address 615 Newhaven Drive Suwanee, GA 30024
Name Richard and Amy Nelson Phone No
Address 590 Versailles Blvd, Supply, NC 28462
Name Phone No
Address
g A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee and issuing dates
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 113A 1-10) 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
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 to the best of my knowledge
Date _ Ib2o I2ol t Print Name _ i4w' Tlc� �, 1 �, [tw. s - (.,th� IIrL� n�qcr It
Signature
Please indicate application attachments pertaining to your proposed project
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts 'IQ
®DCM MP-3 Upland Development�'M'j'
❑DCM MP-4 Structures Information OCT
,a,s A S �.� �. � ,< <
252-BOS-2605 7-Et3S-41vCOAST w x,vt n-r—c v%talunanagenrront net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
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 Gran
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
avg 20'
Width
avg 15'
Avg Existing
NA
NA
+4 5' above
Depth
NHW
Final Project
NA
NA
+6 5' above
Depth
NNW
9 EXCAVATION ®This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards
c (i) Does the area to be excavated include coastal wetlands/marsh d High -ground excavation in cubic yards
(CW), submerged aquatic vegetation (SAV), shelf 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 the excavation in these areas
2 DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a location of disposal area b Dimensions of disposal area
c (i) Do you claim title to disposal area?
❑Yes []No ❑NA
(ii) If no, attach a letter granting permission from the owner
(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
El CW ❑SAV ❑SB
OWL []None
(n) Describe the purpose of disposal in these areas
d (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(n) If yes, where?
f (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(n) If yes how much water area is affected?
� � y r0
252-808-2806 1-88S- RCOASf net ievised 12,26r06

Form DCM MP-2 (Ex"vatoon and Fill, Page 2 of 2)
3 SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a Type of shoreline stabilization
❑Bulkhead ❑Riprap ❑BreakwaterlSill ®Other
Retainmq wall
c Average distance waterward of NHW or NW L NIA
e Type of stabilization material
Wooden pilings, filter fabnc
g Number of square feet of fill to be placed below water level
Bulkhead backfill Riprap
Breakwater/Sill _ Other
Source of fill material
NIA
b Length 1119
Width - 6"
d Maximum distance waterward of NHW or NWL NIA
f (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ®NA
(n) If yes, state amount of erosion and source of erosion amount
information
h Type of fill material
NIA
4 OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a b) Will fill material be brought to the site? ®Yes ❑No ❑NA b h) Will fill material be placed in coastal wetlands/marsh {CW),
If yes
(n) Amount of material to be placed in the water None
(in) Dimensions of fill area 5168Lf
(iv) Purpose of fill
To level the site in order to construct a single-family house
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 553 ❑None
(n) Describe the purpose of the fill in these areas
To construct a single-family house
5 GENERAL
a How will excavated or fill material be kept on site and erosion b What type of construction equipment will be used (e g , draglme,
controlled? backhoe, or hydraulic dredge)?
Silt fenang will be used during construction Pile driver other standard constructon equipment
c (i) Will navigational aids be required as a result of the protect?
❑Yes ®No ❑NA
(n) If yes, explain what type and how they will be implemented
d (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(n) If yes explain steps that will be taken to avoid or minimize
environmental impacts
10 L70 ,;rtt Michael and Kay Brody
- - — Date Applicant ame
966 Ocean Blvd West, Holden Beach
ApplicE nt Signature
Protect Name
CT ? 5 2011
^�� aS i i 5y� r•a<Powd a aws �
'?S2-308 2808 1-88k 4RC0A,1%T vvww not G nvrsed 12+.76106

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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
GENERAL UPLAND DEVELOPMENT
a Type and number of buildings facilities units or structures b Number of lots or parcels
proposed 1
One single-family house on pilings, retaining wall, pool
c Density (give the number of residential units and the units per
acre)
one unit per 0 13 acre
e If the proposed project will disturb more than one acre of land the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins
(i) If applicable has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No ®NA
(ii) If yes, list the date submitted
g Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces such as
pavement, budding rooftops, or to be used for vehicular driveways
or parking
None
i Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces such as pavement, building rooftops
or to be used for vehicular driveways or parking
453
j Describe proposed method of sewage disposal
Site will tie into Brunswick County sewer system
I Describe location and type of proposed discharges to waters of the
state (e g , surface runoff, sanitary wastewater, industrial/
commercial effluent "wash down" and residential discharges)
553 sf of 404 wetland impacts, stormwater runoff will be
treated per Town of Holden Beach's requirements
d Size of area to be graded, filled or disturbed including roads
ditches, etc
5168 sf
f List the materials (such as marl paver stone asphalt, or concrete)
to be used for impervious surfaces
Rock and concrete for the driveway, concrete for house
pad, asphalt shingles for roof
h Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
[]Yes ®No ❑NA
(n) If yes, list the date submitted
k Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No ❑NA
If yes attach appropriate documentation
m Does the proposed project include an innovative stormwater
design?
[]Yes ®No ❑NA
If yes attach appropriate documentation
25-808-2808 1 8t &41PC0A$1 ,vvgev%r nrmoesst imar•a ggrrion' _ni-a revreod 1I2126106

Form DCIVI MEN-3 (Upland Development, Page 2 of )
m Describe proposed drinking water supply source (e g , well
community, public system, etc )
Brunswick County water supply
o When was the lot(s) platted and recorded?
6/30/75
10E ?O1i
Date
966 Ocean Blvd West, Holden Beach
Protect Name
Michael and Kay Brody
Applica t ame
Applicant Signature
n (i) Will water be impounded? ❑Yes ®No ❑NA
(u) If yes, how many acres?
p If proposed development is a subdivision will additional utilities be
installed for this upland development?
❑Yes ®No ❑NA
OCT 2 5 ZOIJ
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September 2011 Fax [phone]
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ERS
}
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LOT 8)
SCCTION B t
ADDITION TO }
COLONIAL BEACH 'I
SUBDIVISION
MAP [BOOK 16 PK F 41 }
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I �
t.RU
EC=GE OF
ASplALT PAVEE+I1:Nl
OCrAs BU!" � )NEST
60
N
SHEET 4 of 4 Welland Survey
GARY GURGANUS
'ram D
LAND SURVEYING
GARY L CURGANUS P L S
,.� ��
°2
S�
i3b9 HOud)EN [3L.ACH RD 4W
Suppiy North Co,olvlu 2d467 (910) 233-760-
SUR%EY FOR
MICHAEL & KAY BRODY
At. �t jl+f �i�SS ��' ,
FROM LOT 93 966 OCEAN 13,VD WF51)
iV SEC'101, B AMMON TO COtOWL BEACH SUOOMSION
MAP HOOK 16 PAIIE 41 HOLDEN PcAIH NIORTH
CAROLINA AND CYJSTING PHYSCA, EOVENCE
Ir'C NW)CO FOLLY m,MISMI^ I RRUQISWICK COUNTY I NC 1 5127
JOB HQ 11

SEP ? bull

4 J 2011

NHWL located approximately
100 feet north of site
n
�
ti„p
��
naaarr
rill
Legend
49'11 76"
N 82°03'19" E y
Coastal Wetland
Line'Flaggeti By DENR
Located 8-17-11
Proposed Bulkhead
$ Silt Fence
I
' JIC�
�I
O�u15id Open Deck Abate
I
Storage Area
Q �
t2
co
Z II
—
I
I
Covered Deck Above
Property Line
Coastal Wetland Line - — — -- -
404 Wetland
Proposed 404 Wetland
Impacts
c
1
SCALE I" = 10'
25' SBL
R
404 Line Flagged
By USACE
Located 8-17-11
Pool Wood Decking
rn
rn
404 Line Flagged O I`
In By USACE PjL�
Located 8-17-11
ly 404 Wetland Impact
y � = 553 SF (0 013 ac)
X2
O r
r co
to
VA N
AP Ill
A N, WON I I I
R Concrete Slab
Ele��or
Covered Deck Above
12 Overhang
Rock Drive
S 81 °46'02 W
49'11 4"
Ocean Blvd West
60' RIW
8xB Pile
(Typ )
N
U)
Proposed Silt Fence
PRELIMINARY NOT FOR CONSTRUCTION
Drawing is for CAMA14041401 permitting purposes only
Notes
All survey information has been provided by
Gary Gurganus Land Surveynng
3369 Holden Beach Rd SW
Supply NC 28462
[phone]
All dessgn information has been provided by
Carolina Bluawaler Construction6934 Suite 1 Beach Or SW
Ocean Isle Beach NC 28469
[phone]

�nr
r�.
DECK BULKHEAD DETAIL
Scale NTS
5Los m tin Fiver iYeek
ShoweD�r .
1f beak Ah
Ynyl
4
Nardi PiRr
Go.
r! M
v
1_______________________
1 �
I I
I I
1 I
I I
I I
I I
I I
I I
i Deck Prove
iExmte
_�
r ��FN
r Si1 Ferce
i
I
II
17 Swage Ati � [
I
I I J
! I I
�I
Ground - Floor Plan
rrra S
�. E6vek,r
Deck Pbo,,. I
- H y1! PM;
i�f 3
Deck Above I 9✓ Emsw,4 9mde
I I
Lends or FIIV
Sift Fe
10 20
r 4
SCALE 1 = 10
1Q
LmTrs a F1W
SC Fees
FRONT ELEVATION
NOTE_ Grades shown are schematre
and are not based on surveyed tr0orrnation
2ELIMINARY NOT FOR C❑NSTRUCTI❑N
wing Is for CAMA/404/401 permitting
purposes only
REAR ELEVATION
)M Grades shown are schematic
d are not based on surveyed information
Notes
All design Information has been provided by
Carolina Bluewater Construction
6934 Su to 1 Beach Ur SW
xi
Ocean Isle Beach NC 28469
ands of F➢V
(910) 575-710D
bus Fence
d..Q/YLCL r�iwritd+� ✓
Project
Bate
9/21/11
ate
evislon 10/19/11
�✓UL� f.Pl7TL2/1'LL�
.cu !
966 ❑ceon Divd west
Appl,cant
Scale
Job Number
PWd gy.__ .1M 952 2
Michael and Key Brody
1 =10
40-11-166
L��p/t'��/�rpq- � / '6airmian,a. 2811OZi
HlU/ll ll S7 �Sr.6�L/1491R. 910-U5,9-0004
Title
Crass Sections
Drowm By
KCW
Sheet Number
3 of 4