SW7061205_HISTORICAL FILE_20201124

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW.�l
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
PHISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
,2 Gl2�f
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
November 24. 2020
Daniel -Gal, LLC
Attention: Mr. David Peres, Manager
P.O. Box 1532
Kill Devil Hills, NC 27948
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7061205
Daniel -Gal Shopping Center
Dare County
Dear Mr. Peres:
WC, R o
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7061205 for a stormwater treatment system consisting of an
infiltration basin system serving a shopping center located at 710 S. Croatan Hwy in Kill
Devil Hills, NC expires on April 10, 2021. This is a reminder that permit renewal
applications are due 180 days prior to expiration. We do not have a record of receiving
a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Also, it was noted in the file review that a designer's certification that the
project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. Permit
application forms for renewal can be found on our website at:
littps:/Ideq.tic.gov/about/divisions/`eiieray-mineral-land-resources/enei-gv-mineral-t�md-
rules/stormwater-program-/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application form. You can request a copy by e-mailing me at roger. thorpe(a)ncdenr.gov.
Sincerely,
ins 3 '-
°' Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
^ J
1/
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Washington Regional Off ice 1943 Washington Square Mall l Washington, North Carolina 27889
_
252.94e.6481

ADD n') )r)iil .,uLIII". ll
nl ,r r- r
ENGINEER: Massey Design and Associates, PC I
DATE: 26-Mar-07T �- _ _-. _ _. .. -..-_
MDA# 06.024 ( .. '�(��
Stormwater Computations for North Carolina Outer Banks
Project Name: Daniel Gal----
Project Lots 5 thru 8
Total Location Kill Devil Hills, NC I
Total Site Area: 175,lig5E
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SITE CHARACTERISTICS DRAINAGE AREA (TOTAL SITE)
4I
STORMWATER MALE "A"
I
_T_
-i --r--
-
___ _-{
Existin Area i Proposed Use
BuBtlings:
Adjusted
Impervious
Area
z-section__Average_j
Volume
Elev,
6.50t1
area (SF)
3808I
_
I area (SF) depth
I (CF)
I_
T'-sum-
vol lame
Walks, Paving and hard surface
01 14,2871
-- O 32,t21
14,2871
32,121
0
0
0
--
-
- 8.50
_ 8.80
1
3690
f -_
3907
l
1
-
1 38491 -1.91
r
3898_51_ 4
--__
�- I
I
7313.11
!
-15594
f
1
I
8872.5
1-
Turf Stone Paving_(open graded pavers (70%)_
Grass Pavel Turf Areas
open Graded Stone:
Undeveloped (open)
____ __ -- g
r-----"'-i_-_-' 0----
- OI-_------- 01
75, 129! 0�-p�
6,007E
Septic Leach Field (infiltrates/repair area-
landstion
Infiltration
__ -pi___
Basins mulch: 01_ 13,g1g
Basins_-- -'--
TOTAL -�__ 01 9 096
I__ 75, 1291 75.129
-� (
1= Adjusted Im rvious Area / Test Area) 1 _ 0.6177
Rv- 0.05. .009 (I) 0.60591�-
�I-_._-_
0
_
_I
ISTORMWATERSWALE"B-
p
46,4081
_
_
-
Elev
�'--'I-i---1
x-section
area SF
Average
area SF de� �h
Volume
1-CF
I sum
I volume
6.50
_ 7 50
1301
2074j-_�-_
168.5 t
_-
168.5
!
_
_.
I
STORMWATER SYSTEM DESIGN (INFILTRATION BASIN I SWALES
Stommvater Swale: '----
Stonnwaler Basins:
Bottom Area (SF)_- 0-�� "--'.A.
_ _'
Surface Area (SF) 9 Bottom Area(SF)_I 3808
Depth: 0 SurtaceArea(� 3890 1
Side Slope Des i n: I 0 p_L)_
9_ _ De th FT : 2.3 1-
Bench Elevation: 1 0 Side Slopes_ Vertical
(VOLUME' 0
T-VOLUME: 88725
�_1-
T-OTAL STORAGE VOLUME Basin Onl ):106r-
1 12654
4 00
TOTAL BOTTOM AREA pF BASIN 1
�_
-
-
7.50
8.50
i
13331
35611
24471 1
----1-----
-I
24471
1__
�615.5
"B"
130
��_
_ 3561
2.0
3 : 1
2615.5
FCF
69
1628
2.0
3
166.0
_I
-
_
_ -�-._9
Elev
fi.50
7.50
8.50
1 ORMWATER
x-section
area SF
�)-r---�L
69
5 9
1628
SWALE
Ave2 a
area SF
87.5
1078.5
!
"C"
de m
P
_
1
11
!
Volume
(CF
_�`--
g7,5
1078.5
sum
volume
_I
STORMWATER MANAGEMENT ANALYSIS
1.
-
2-hour Rainfall (in): I
Intensity (in/hQ:
2-hour Storage Volume (CF):
V= (rainfall) Lev (ng)Pipe
Cone and Leveling Pipes Storage
InPoration Basin Storage (CF)
i
0.50
3794�
1096
12654
7
_ 0.75�-1,004_____2.151
5690
t096
12654
1 2
- 7587
10961
12664�
4.31
16313 _
1096
12654
2.53
2.53
19158
109fi-
_12654
_INFILTRATION
_Bottom
RATE
Area (SF):
Infitration Rate (in/hr)
VOLUME (CF): 1
FOR
4007
8.10
I I
2 HOUR
(assume
PERIOD
6.5' bottom)
l
_
54,
Orifice Discharge (CF) .
Inf0
During 2 hour event (CF)
Total tionStorm
Total Storm Managed (CF):
RATIO OF MANAGED STMWTR 1
0
5409
19159
505.04%1
01
54091
19159
336.69%
0
_ 540915409
__ 19159
252.52
0
19159--77�
5409
19159
-I
_
-
_
identmed
can only
10.8 inches/hour.
��-�
be 1.5' i.e. 11/4 reduction
in full
mribabon
rate
_
T_
Notes:
�- 1.
2.Assume
3.lnfiltration
4.
ssume is based on 2-hour infiltration rate of an assumed 8.1 inches hour. Geotechnical Report
High water Groundwater Elevation elevation 5 0' based on geotecMical report.'
Rate only credited for bottom area of 6_5. ---�-
1 Based on site conditions, cover between gmuntlwater elevation and bottom of infiltration basin

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ESoN
n AssC
March 27, 2007
APn 0 21007
Samir Dumpor
Environmental Engineer
North Carolina Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
RE: Stormwater Permit SW7061205 for Daniel -Gal (formerly Woodcat III), Dare County
MDA Project No. 06.024
Dear Samir:
Attached are responses to your stormwater comments dated March 9, 2007 for the Daniel -Gal
(formerly Woodcat 111) at 710 South Croatan Highway, parts of Lots 1-4, all of Lots 5-8, Block
12, Kill Devil Hills Realty Corp., Kill Devil Hills, North Carolina. This site is a combination of
stormwater management systems.
Responses to the specific comments are as follows:
1) Permit Page 1, was modified to show new project name.
2) Stream classification on Page 2, was changed to SB as requested.
3) We concur with your assessment that the F to 2' separation can not be credited between
the bottom of the stormwater management facility "A" and the seasonal high water table.
The entire storm drain system and basins were raised at least 6" to achieve the required
separation. Basin "A" was changed to bottom = 6.5' and top = 8.8'. Previously, the basin
was at, bottom = 5.7' and top = 8.0'. The inverts of the swales (Basins B and C) were
raised from 6.0' bottom to 6.5'.
4) Assuming the SHWT is 5.0', we raised the entire site/storm drainage system to a
minimum bottom elevation of 6.5', a 1.5' separation. We realize this delta is less than the
preferred 2.0' separation. To compensate, we have achieved a storage volume of 12,654
CF and an infiltration volume (during the storm event) of 5,409 CF. The 1' design storm
is 3,794 CF and the 2" design storm is 7,587 CF. The outfall structure orifice was also
deleted from the previous submittal with the overflow at 8.0'. This design will allow 4 x
the 1" storm event to be managed entirely on site. Please note that the Town of Kill
Devil Hills required storage for the 4.3" storm.
MASSEY DESIGN AND ASSOCIATES, PC
1561 Bradford Road, Suite 204
Virginia Beach, VA 23455
Phone: [phone]
Fax: [phone]

Samir Dumpor March 27, 2007
North Carolina Division of Water Quality Page 2
5) All calculations have been resubmitted.
We trust these responses for each of your comments are adequate and we look forward to a
favorable review of this project. We appreciate your time and efforts on our behalf. Please let
me know if you have any questions, concerns or need any additional information. Thank you.
Very truly yours,
TES, PC
CEM/dms
Attachment
cc: David Peres, Woodcat
MASSEY DESIGN AND ASSOCIATES, PC
1561 Bradford Road. Suite 204
Virginia Beach, VA 23455
Phone: (757)46"622
Fax: [phone]

%SSE
ES I N
n nss«i�rFs, ac
Daniel -Gal, LLC (formerly Woodcat III Development)
710 South Croatan Highway
Kill Devil Hills, North Carolina
Project Narrative
March 27, 2007 (Modified)
APR 0 2 20;17
The proposed Daniel -Gal, LLC (formerly Woodcat III Development) is new construction of a
14,287 SF strip shopping center located on a 1.72 acre parcel in Kill Devil Hills, North Carolina.
The site is located at the intersection of South Croatan Highway (US 158) and Baum Street. The
Developer is David Peres, a local retailer in the Outer Banks of North Carolina. The proposed
development site sits on fallow property that has been previously developed, but currently is lightly
wooded and is assumed to have been fallow for at least 10 years. The property is surrounded by
roadway on three sides; South Croatan Highway (US 158 Bypass) to the east, Baum Street to the
south and Blue Jay Street to the west. On the north side of the property, the Brewery Station, a local
restaurant is an active business.
The existing site elevation is around 7.0 to 9.0 (1988 datum) and is very flat with slopes less than
1.0%. The soil report previously submitted identifies the soils as SP, SP-SM and further identifies
the seasonal high water table at 3' below grade or around elevation 5.0'. Existing drainage ditches are
located in the right-of-way to the east and west of the site and currently, stormwater runoff appears to
either be infiltrated or surface flow to these ditch systems. The ditches in the vicinity of the project
are around 5.5' to 6.0' and are dry, re -enforcing the SH WT at the 5.0' to 5.5' range.
For the proposed development, all stormwater runoff will be collected by the curb cuts allowing
stormwater to drain directly to stormwater basins on three sides of the site with connecting leveling
pipes. The infiltration basins vary from T to 2.3' in depth with the largest area "Basin A," a
structural impoundment to provide storage volume. Stormwater Basin "A" has a bottom elevation at
6.5' and a top elevation of 8.8'. Basins "B" and "C" are linear swales with a bottom of 6.5' and top at
8.5'. At several locations, the bottom elevations vary, creating forebays and aiding in the pre-
treatment of the stormwater. Based on the Town requirements, the system is designed for a 10-year
storm (4.3" storm event) and the basins are sized for the 10-year storm. An outlet control structure is
being proposed with an overflow rim elevation at 8.5'. Total storage below the overflow is 17,601
ft3 and the 2.0" design storm volume is 7,587 ft3.
The project design, this summary and stormwater calculations were prepared by Massey Design and
Associates, PC (MDA) out of Virginia Beach, Virginia. Please direct any questions or concerns to
Clayton E. Massey, P.E. at [phone], fax [phone], or email clay_(a)massevoc.com.
Daniel -Gal, LLC (formerly Woodcat IH Development) Project Narrative
South Croatan Highwgv Page !
Kill Devil Hills, North Carolina

Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth
Carolina Department of Environment and Natural Resources
1
-�
Alan W. Klimek, P.E. Director
Division of Water Quality
March 9, 2007
Woodcat, LLC
Attn: D Id Peres
PO ox 1532
I I Devil Hills, NC 27948
Subject:: Stormwater Permit SW7061205
Daniel -Gal (formerly Woodcat III)
Dare County
Dear Ms. Peres:
This office received your stormwater application for the subject project on December 4,
2006. A preliminary review of the projects indicates that before a State Stormwater permit can
be issued, the following items must be addressed:
1) Revise page 1 of the Stormwater Management Permit Application to show New
Project Name.
2) Revise page 2 of the Stormwater Management Permit Application to show Stream
Classification SB, rather than SA as shown in application.
3) The revised set of plans, along with site specific information regarding soil and water
table conditions, indicates less than 12-inches of separation between the bottom of
basin A and the seasonal high water table (SHWT). The stormwater rules require 2-
feet of separation for infiltration systems; however, on a case -by -case basis, this
office has permitted a few projects where only 1-foot of separation was attainable
(providing at least 2 times the required storage). To my knowledge, the Division has
not issued stormwater permits for infiltration systems with less than 1-foot of
separation. I suggest that you have your consultants redesign the project to make
sure that all proposed infiltration systems for this site provide at least 12-24 inches of
separation from the SHWT.
4) The calculations show that only basin "A" was used to store required volume for
design storm of 1". Basin "A" has only 0.7 feet of separation from the bottom to
SHWT (see note 3). As per your response, infiltration was only credited for the
swales with bottom elevation of 7.0'. Since actual storage can only be credited from
the bottom of the basin to the lowest point on the containment dike, or the discharge
elevation (in this case the orifice elevation of 6.9'); the required storage will not be
achieved. Please explain.
5) Revise plans, calculations, supplement sheets & stormwater narrative to reflect any
changes.
The above requested information must be received in this office prior to April 9, 2007, or
your application will be returned as incomplete. The return of this project will necessitate
resubmittal of all required items including the application fee. If you need additional time to
submit the required information, please mail or fax your request for time extension to this office
at the Letterhead address.
rOne Caro
ural
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.encstate.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

If you have questions, please feel free to contact me at [phone].
Sincerely, f
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: Clayton E. Masey, PE, Masey Design & Associates, PC (1561 Bradford Road, Virginia
Beach, VA 23455)
Dare County Planning/Inspections
ional Office ��ashington Reg

Solutions;°ilnc
November 17, 2006
TO: Mr. David Peres
P. O. Box 1532
Kill Devil Hills, NC 27948
RE: Report of Hydraulic Conductivity Testing
Proposed Retail Building — Woodcat 11
Kill Devil Hills, North Carolina
GET Project No: EC06-395G
Dear: Mr. Peres:
Pursuant to your request, a representative of GET Solutions, Inc. visited the above
stated site on the date of November 17, 2006. The purpose of our site visit was to
perform shallow subsurface soil exploration and saturated hydraulic conductivity (field
infiltration) testing on the existing shallow subsurface soils.
Shallow Subsurface Soil Exploration and Subsurface Soil Conditions
Our shallow subsurface exploration services consisted of performing two (2) 6-foot deep
hand auger borings (designated as HA-1 and HA-2) within the proposed BMP storm
water management ponds along the northern portion of the proposed development.
These boring locations are illustrated on the Hand Auger Boring Location Plan"
attached to this report (Figure 1)• The sketch was developed based on the plan that
was provided to G E T Solutions, Inc. by Massey Design and Associates, P.C.
The hand auger borings were limited to a depth of approximately 6-feet below existing
grades as a result of caving below the groundwater level. The surficial soils encountered
at the hand auger boring locations to a depth of approximately 2 to 4-inches below
existing grades were noted to consist of Sandy TOPSOIL with roots. Underlying the
surficial organic soils, the subsurface soils were uniform and consistent throughout the
site, and to the explored depths. These soils were primarily granular in nature and were
field classified by the G. E. T. Solutions, Inc. representative to consist of SAND (SP, SP-
SM) with varying amounts of silt.
504 East Elizabeth Street, Suite 2 • Elizabeth City, NC 27909 • Phone [phone] • Fax [phone]
info @getsolutions i nc.com

Report of Hydraulic Conductivity Testing
Proposed Retail Building - Woodcat IP
Kill Devil Hills, North Carolina
GET Project No: EC06-395G
11/17/06
The subsurface description is of a generalized nature provided to highlight the major
soil strata encountered. The records of the subsurface exploration provided on the
attached Log of Boring sheets and the Generalized Soil Profile should be reviewed for
specific information as to individual borings. The stratifications shown on the records
of the subsurface exploration represent the conditions only at the actual boring
locations. Variations may occur and should be expected between boring locations. The
stratifications represent the approximate boundary between subsurface materials and
the transition may be gradual.
Groundwater Level
The groundwater table depth was measured at each boring location during drilling
operations and was found to occur approximately 3 feet below the existing site
grades. Groundwater conditions will vary with environmental variations and seasonal
conditions, such as the frequency and magnitude of rainfall patterns, as well as man-
made influences, such as existing swales, drainage ponds, under drains and areas of
covered soil (paved parking lots, side walks, etc.). It is estimated normal seasonal high
groundwater level will fluctuate within 2 to 4 feet above the current levels. We
recommend that the contractor determine the actual groundwater levels at the time of
the construction to determine groundwater impact on this project, if any.
Saturated Hydraulic Conductivity (Field Infiltration) Testing:
The infiltration testing was completed within the northeast BMP pond area (HA-1) by
performing a hand auger boring to a depth of at least 2-feet below the encountered
groundwater level at the test location. Following obtaining a relatively static
groundwater level reading, a second hand auger boring was performed adjacent to the
initial boring, at a distance of of least 10-feet. The second hand auger boring was
extended to a depth of approximately 1-foot above the groundwater level previously
encountered. Representative samples of the soils to be tested for Hydraulic
Conductivity were then obtained and sealed in glass jars for laboratory analysis,
including natural moisture and #200 sieve wash testing.
Once equipment setup and subsequent saturation.of the subsurface soils to be tested
was complete, the infiltration rate of the soils was recorded at increments ranging from
100 mI to 200 ml. The records of the infiltration test results are included on attached
"Saturated Hydraulic Conductivity Worksheet". Additionally, the average field
Infiltration test results and the encountered groundwater level for the test location are
provided in Table I on the following page. The attached "Hand Auger Boring Location
Plan" provides the approximate test location.
2
Sciluhons Inc. ,r%?r �.

Report of Hydraulic Conductivity Testing
Proposed Retail Building — Woodcat 11
Kill Devil Hills, North Carolina
GET Project No: EC06-395G
Table I — Infiltration 'rest Results
11 /17/06
"' �y�' u
Ci
n � � Test r, '
�1'EnaountQr3e�tl '
h t 1 f
zn � /$verge Infdi��t�on Tsst
��!!}Y'L l�,tej�
(.p�uwS'�4 Y�F}
pul�fa�,jB!%k
li3 ��i�]1� r•'Y 1
iy 1�� ��t�L1lhJiriF
L�f'�*�J, yj. l� .i4G r y',
Y`ie, �i
SREiesUlfsdl�s�' values) �`S
TgsY
{.f`{.
y
�4Grounc�Water�l
M
�`i
3'-0"
7.61 E-03 657.5 10.787
HA-1
2'-0"
Depths noted above are referenced from the varying existing site grade eiavn dui IS Qt 1, IG
boring locations during our site testing services.
We appreciate the opportunity to offer our services to you, and trust that you will call
our Elizabeth City office with any questions that you may have.
Respectfully Submitted,
G E T Solutions, Inc.
errs
Gerald W. Stalls Jr., E.I.T.
tyj Camille A. Kattan, P.E.
Senior Project Manager Principal Engineer
NC Lic. # 14103
Attachments: Hand Auger Boring Location Plan
Log of Borings
Saturated Hydraulic Conductivity Worksheet
Copies: (3) Client
K
Solutions Inc ��:_",•`;

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37
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131111 50.60
3.000
rw
10 m It
J., S T Ag
PAVEMENT SECTIONS
UM
PARKING SPACES
DRIVE AISLESIENTRANCESI
tOADWO ZONE
DUMPSTER AREA
SECTION INTSJ
®R
---L7
;RADING UGEND

LOG OF BORING
No. HA-1
PROJECT: Posed Retail Building-WoodcatH PROJECT NO.: EC06.395G
CLIENT: Mr. David Peres
PROJECT LOCATION: Kill Devil Hills. North Carolina
LOCATION: See Attached Hand Auger Location Plan ELEVATION: INA
DRILLER: G. Stalls. E.I.T. LOGGED BY: G. Stalls. E.I.T.
DRILLING ME T HOD: Hand Auger DATE: 1 I/17/06
DEPTH TO - WATER> INITIAL: 3 Minet AFTER 24 HOURS: 3 CAVING> L 6-feet
t o
gDescription
v
o
cn z
N
3=
m
op
a
#
?EST RESULTS
Plastic Limit r— Liquid Limit
Water Content - s
Penetration • ��71j�'
10 20 30 40 50 60 70
0
4-inches Sandy TOPSOIL
irr.i
�I :III
J:r. r t
.t:Rr
i'd: t i
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i:fi 1•
'L 7 r J .
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t •1; Lill
111: t r
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- - - -
I I
:._.:.....:.... :. .. :.....
..... .........
_..:.....:.... :.....:. _..:.. :.... :.....
....:.... :.....:.....:.....:..... :. .: ..
.. .: . ..:.....:. .. .. :. ....:.....:... .. :. .. ..
Tan, moist, poorly graded fine to medium SAND (SP) to poorly
P Ygm P Y
graded fine to medium SAND (SP-SM) with silt, very loose to
loose
7
Wet from 3-feet
2
a 1
Boring terminated at 6 ft.
Figure PAGE 1 of 1

CETPROJECT:
Proposed Retail Buildit g - N'oodcat 11 PROJECT NO.: EC06-395G
CLIENT: Mr. David Peres
PROJECT LOCATION: Kill Devil Hills, Nortb Carolina
LOG OF BORING
LOCATION: See Attached Hand Auger Lncation Plan ELEVATION: INA
DRILLER: G. Stalls. E.I.T. LOGGED BY: G. Stalls. E.I.T.
DRILLING METHOD: Hand Auger DATE: 11/17/06
No. HA-2
DEPTH TO - WATER> INITIAL: -V 3-feet AFTER 24 HOURS: s CAVING> -L 6-feet
v d
Description
w
m o
oo
TEST RESULTS
WatPlaser Content -® Llquid Limit
Penetration -0 10 20 0 40 50 6070
Iti:
2-inches Sandy'1 OPSOIL
.....
Tan, moist, poorly graded fine to medium SAND (SP) to poorgraded fine to medium SAND (SP-Sh4)with silt, very loose to,
loose
t:Ll l:
I�k41.i
aa:ttt
......
.....: .....:.....:.....:.....:....: ....:.....
Wet from 3-feet
a a t r
rain.....
......... _.........,..... ..,. .......
:I Ft
J:C[ r
.1:CC i
f .11ln:
...
.....:_.. 1. .. .. :.....: . ..:.... :... ..:. .. ..
1.
.....:......:.....:. _,.:.
6il'i
xl
.:. .: :. .:....
:_.. :.,.
Boring terminated at 6 8.
Figure PAGE 1 of 1

Symbol Description
Strata symbols
Topsoil
Poorly graded sand
with silt
Vdsc. Symbols
Water table during
drilling
Depth to caving
(Notes:
1. Exploratory borings were drilled on 11/17/06 using a
4-inch diameter continuous flight power auger.
2. No free water was encountered at the time of drilling or
when re -checked the following day.
3. Boring locations were taped from existing features and
elevations extrapolated from the final design schematic plan.
4. These logs are subject to the limitations, conclusions, and
recommendations in this report.
5. Results of tests conducted on samples recovered are reported
on the logs.

_M.2
-
!J
:I:GL11
FI•Li�
_
1:1;rt
7;I:t LI
-
1 X r I'
7:I:C LI
�I'�6F(I
-
j.i.Fi.
i:Fji
;
.1XCrz
f}tL1:
I ;I:t7
:I:tll
F{
LJ:F
,i'4:
_
-
a:r.tr�
:I pYI1
-
:171�L1
V'4:L!
'J;ct cl
_i:iLr
@Va a sy2fpq)s
Topsoil
GET Solutions, Inc.
Poorly graded send
GENERALIZED SOIL PROFILE
with sill
DRAWN BY/APPROVED BY DATE DRAWN
ScnLe
GWs 11117/2006
scnie r=r
Proposed Retail Building - Woodcat I1
'
FIGURE NUMBER
PROJECT NO. EC06-395G

Symbol
Description
Strata
symbols
Topsoil
Poorly graded sand
with silt
Misc.
Symbols
Water table during
drilling
Notes•
1. Exploratory borings were drilled on 11/17/06 using a
4-inch diameter continuous flight.power auger.
2. No free water was encountered at the time of drilling or
when re -checked the following day.
3. Boring locations were taped from existing features and
elevations extrapolated from the final design schematic plan.
4. These logs are subject to the limitations, conclusions, and
recommendations in this report.
S. Results of tests conducted on samples recovered are reported
on the logs.

G E T Solutions, Inc.
SATURATED HYDRAULIC CONDUCTIVITY WORKSHEET Sheet No.: 1 of 1
Project Name.; Proposed Retail - Woodcat 11
Parcel ...............: Northeast BMP Pond
Terminology and Solution
Boring No......: HA-1
Date .................: 11/17/2006
Ksat : Saturated hydraulic conductivity
Investigata's.: G. Stalls, E.I.T.
File Name.........: EC06-395G
Q: Steady-state rate of water flow into the soil
Boring Depth.: 2'-0"
WCU Base. Ht. h: 15.0 cm
H: Constant height of water in borehole
Boring Dia.....: 8.3 cm
WCU Susp. Ht. S: 15.2 cm
r: Radius of cylindrical borehole _
Boring Rad. (r): 4.15 cm
Const. Wtr. Ht. H: 30.2 cm
Ksat = Q[sinh-l(H/r) - (r2/H2+1).5 + r/H] / (2pH2) [Glover So
VOLUME
ml
goo
Volume Out TIME
ml a hrwrilmsec a/
"',... S 7:00:00 AM
Ela sed Time
Flow Rate Q
mVmin alb
_
1500.00
Ksat Equivalent Values -
hr:miwsec
r^ 0 00:04
min b
..
0.07
cm/min cm/sec cm/da
x. _ _-
0.474 7.90E-03 682.5
in/ltr fi/da
Fe
:;f',z�u
11.195.--- 22.39
--' -1
100
7:00:04 AM
1700
100
_
7:00:07 AM
0:00:03
0.05
2000.00
0.632
1.05E-02
909.9
14.9_27
29.85
1600
100
7:00:12 AM
0:00:05
0.0B
1200.00
0.379
6.32E-03
546.0
8.956
17.91
_
1500
100
7:00:16 AM
0:00:04
0.07
1500.00
0.474
7.90E-03
682.5
11.195
22.39
1400
100
7:00:21 AM
0:00:05
0.08
1200.00
0.379
6.32E-03
546.0
8.956
_ 17.91
1300_
100
7:00:25 AM
0:00:04
0.07
1500.00
0.474
7.90E-03
682.5
_ 11.195
22.39
1200
100
7:00:29 AM
0:00:04
0.07
1500.00
0.474
7.90E-03
682.5
11,195
22.39
1100
_
100
7:00:33 AM
_
0:00:04
0.07
1500.00
0.474
7.90E-03
682.5
11.195
_ 22.39
2000
7:20:00 AM
-
__
--
---
1800
200
7:20:09 AM
0:00:09
0.15
_ 1333+33
_ 0.421
7.02E-03
606.6
_9.951
_ 19. 90
__
1600
_
200
7:20:17 AM
0:00:08
_
0.13
1500.00
0.474
7.90E-03
682.5
11.195
22.39
1400
200
7:20:26 AM
0:00:09
0.15
1333.33
0.421
7.02E-03
606.6
9.951
__. 19.90_
1200
200
7:20:34 AM
0:00:08
0.13
1500.00
0.474
7.90E-03
682.5
11.195
22.39
_
100.0
200
7:20:43 AM
_
0:00:09
0.15
1333.33
0.421
7.02E-03
----606.6
_9.951
_ 19.90
800
200
7720:52 AM
0:00:09
0.15
1333.33
0.421
7.02E-03
606.6
9.951
_ 19.90
Natural Moisture: 7.5%
Init. Satur.Time: 6:40:00 AM
ESTIMATED FIELD KSAT:
0.457
7.61 E-03
657.61
10.7871
21.57
Texture/Ciassif: SP; 0.3%silt
Structure/Fabric:
Consistency: Loose
SlopelLendac:
Depth to an Impermeable Layer: N/A
Depth to Bedrock ...................: NIA
Notes: WA = Not Applicable; Groundwater Level
Encountered at T-0" below existing grade
ksatReportl As Precision Permeatnetet° Rev. 4151002

%SSE
ESI N
d ASSOCIATES, PC
February 19, 2007
FEB 2 2 2007
Samir Dumpor
Environmental Engineer
North Carolina Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
RE: Stormwater Permit SW7061205 for Daniel -Gal (formerly Woodcat III), Dare County
MDA Project No. 06.024
Dear Samir:
Attached are responses to your stormwater comments for the Daniel -Gal (formerly Woodcat III)
at 710 South Croatan Highway, parts of Lots 1-4, all of Lots 5-8, Block 12, Kill Devil Hills
Realty Corp., Kill Devil Hills, North Carolina. Also please be aware that the Town of Kill Devil
Hills also had comments on the storm drainage system and as a result of the Town's comments,
the available storage was increased significantly to achieve enough storage on -site for a 4.3"
storm.
Responses to the specific comments are as follows:
1) Pasquotank River Basin was noted in lieu of Atlantic Ocean in application. Receiving
stream and class noted.
2) The design was modified to increase the on -site storage as per Town comments.
Infiltration was not credited except for the swales with bottom elevation of 7.0'. No
infiltration credit was taken except for the 4.3 inch and greater storms since this site does
not meet the separation requirements according to your calculations.
3) The discharge orifice was raised to 1.2 foot above the bottom of the basin to increase the
storage under the orifice to 4,592 ft3. Design storm for the 1" is 3,867 ft3. This area
should be considered storage for the water quality volume.
4) Plans, calculations and supplemental sheets have been resubmitted.
MASSEY DESIGN AND ASSOCIATES, PC
1561 Bradford Road, Suite 203
Virginia Beach, VA 23455
Phone. (757)46"622
Far: [phone]

Samir Dumpor
North Carolina Division of Water Quality
February 19, 2007
Page 2
We trust these responses for each of your comments are adequate and we look forward to a
favorable review of this project. We appreciate your time and efforts on our behalf. Please let
me know if you have any questions, concerns or need any additional information. Thank you.
Very truly yours,
MASSEY D SIGN AND AS OCIATES, PC
E. N4aAey' P.E.
Attachment
MASSEY DESIGN AND ASSOCIATES, PC
1561 Bradford Road. Suite 204
Virginia Beach, VA 23455
Phone: [phone]
Fax: [phone]

—4
Woodcat, LLC
Attn: David Peres
PO'Box 1532
/Kill Devil Hills, NC 27948
Subject:
Dear Ms. Peres:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
January 26, 2007
Stormwater Permit SW7061205
Woodcat III
Dare County
Alan W. Klimek, P.E. Director
Division of Water Quality
This office received your stormwater application for the subject project on December 4,
2006. A site visit and a soil test was performed by me on January 25, 2007. Seasonal High
Water Table was observed to be at approximately 2.5 feet below existing grade (elevation
approximately 6.5 feet), at both Stormwater Management areas "A" and "C resulting in
separation between the bottom of system and the Seasonal High Water table, in range of 0.5-
1.0 feet.
A preliminary review of the projects indicates that before a State Stormwater permit can
be issued, the following items must be addressed:
1) Review page 2 of the Stormwater Management Permit Application to show
Pasquotank River Basin rather than Atlantic Ocean. The Atlantis Ocean should be
listed under the Receiving Steam, and Receiving Stream Class needs to be
determined.
2) As proposed, the basins do not meet the requirements for infiltration basins due to
lack of 2 feet of separation between the bottom of system and the Seasonal High
Water table; either modify the current design, or submit alternative design.
3) Review storage calculations; actual storage can only be credited from the bottom of
the basin to the lowest point on the containment dike, or the discharge elevation (in
this case the orifice elevation); either relocate or remove the orifice, or submit
alternative design.
4) Revise plans, calculations, supplement sheets & stormwater narrative to reflect any
changes.
The above requested information must be received in this office prior to March 1, 2007,
or your application will be returned as incomplete. The return of this project will necessitate
resubmittal of all required items including the application fee. If you need additional time to
submit the required information, please mail or fax your request for time extension to this office
at the Letterhead address.
If you have questions, please feel free to contact me at [phone].
Sincerely,
Samir Dumpor
Environmental Engineer
Washington Regional Office
NO.r Caro
Jl�Wurad
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet: h2o.encstate.nc.us 943 Washington Square Mall, Washington, NC 27889
An Equal OpportunitylAffrmative Action Employer — 50% Recycled110% Post Consumer Paper
Customer Service
1-877-623-6748

cc: Clayton E. Masey, PE, Masey Design & Associates, PC (1561 Bradford Road, Virginia
Beach, VA 23455)
Dare County Planning/Inspections
Washington Regional Office

November 29, 2006
Mr. Al Hodge, PE
North Carolina Department of Environment and Natural Resources
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
SSE
ES I N
a AssOCIATFS, PC
i-ALCEN @7 EEms'
DEC - 4 2006
Re: Stormwater Permit Application for Woodcat III Development, S. Croatan Highway,
Kill Devil Hills, North Carolina; MDA Project No. 06.024
Dear Mr. Hodge:
We are developing a retail project for Mr. David Peres in Kill Devil Hills which will have a disturbed area
of 75,129 SF (1.7 acres) and are requesting a review and issuance of a storm water permit for the
construction. The project is located at the intersection of South Croatan Highway and Baum Street and
the site is currently fallow. Attached you will find the following:
• Check for $420 for the stormwater permit Fee,
• Project Narrative,
• Permit Application SWU-101 with back-up computations,
• Permit Application SWU-103 with back-up computations,
• Two sets of construction documents, and
Please note that the entire site is one drainage area and a separate drainage area map is not included. It
you have any questions or need additional information, please contact me at your earliest convenience.
Thank you.
Very truly yours,
MASSEY DESIGN AND A�IATES, PC
PE
CEM/dms
Attachments
cc: David Peres, Developer
MASSEY DESIGN AND ASSOCIATES, PC
1561 Bradford Road, Suite 204
Virginia Beach, Va 23455
Phone: [phone]
Fax: [phone]

a

704 Blue Jay St, Kill Devil Hills, NC 27948 - Google Maps http://www.google.com/maps?q=704+Blue+Jay+St,+Kill+Devil+Hills...
G�� Address 704 Blue Jay St
Kill Devil Hills, NC 27948
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I /24/2007 2:28 PM

OFFICE
DEC - 4 2006 State of North Carolina Sw7 0 612 0 5
Department of Environment and Natural Resources SUi r- 1ao /0�
DWQ-WARQ Division of Water Quality
/P % STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Xe This form may be photocopied for use as an original
1. GENERAL INFORMATION �l.!
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
David Peres, Woodcat, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
David Peres, President
3. Mailing Address for person listed in item 2 above
P.O Box 1532
City: Kill Devil Hills State: North Carolina Zip: 27948
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Woodcat III, Kill Devil Hills, North Carolina
5. Location of Project (street address):
Northwest quadrant — intersection of South Croatan Highway and Baum Street
City: Kill Devil Hills County:Dare
6. Directions to project (from nearest major intersection):
Northwest quadrant —South Croatan Highway (US 158) and Baum Street
7. Latitude: 36' 00' 32.5" N Longitude: 75' 39' 31.8" W of project
8. Contact person who can answer questions about the project:
Name: Clayton E. Massev, P.E. Telephone Number: [phone]
it. PERMIT INFORMATION:
L Specify whether project is (check one): New Renewal Modification
Form SWU-101 Version 3.99 Page I of

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. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
Original and one copy of the Stormwater Management Permit Application Form C&t^^
One copy of the applicable Supplement Form(s) for each BMP C.&Y-1%
Permit application processing fee of $420 (payable to NCDENR) i� YYt
Detailed narrative description of stormwater treatment/management t✓� 1n s
• Two copies of plans and specifications, including: (�(�
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Clayton E. Massey, P.E.. Massey Design and Associates, PC
Mailing Address: 1561 Bradford Road Suite 204
City: Virginia Beach State: Virginia Zip: 23455
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
1, (print or type name ofperson listed in General Information, item 2) David Peres
certify that the information ' luded on this permit application form is, to the best of my knowledge, correct and
that the project will be co cted in conformance with the approved plans, that the required deed restrictions
and protective covenant w' I be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
SEM N/LI/II - /IAWOKV
Form SWU-101 Version 3.99 Page 4 of