SW7060814_HISTORICAL FILE_20140910

i
STORMWATER DIVISION CODING SHEET �
POST -CONSTRUCTION PERMITS
I
PERMIT NO.
SW %Olo�
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

A 1 vlA* wa�Ro
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 10, 2014
Pastor Eric Rainwater
6470 Caratoke Highway
Grandy, NC 27939
Subject: Kings Mill at Grandy
State Stormwater Permit•SW7O6O814
Currituck County
Dear Pastor Rainwater:
John E. Skvarla, III
Secretary
I spoke with Susie Sullivan today about the Kings Mill at Grandy site. In 2006 we
issued a State stormwater permit for a wet detention pond that would serve a proposed
development on that site. Apparently construction was begun on the project But never
completed. It is my understanding that you are considering purchasing this property for the
construction of a church. If you purchase the site we could reissue the stormwater permit
to you if you wanted it. Depending on the size of the church, a wet detention pond may not
be needed for stormwater treatment. If the total amount of built -upon area is 24% or less of
the total site we would consider the project to be low density and a wet detention pond
would not be required by us.
I am enclosing a copy of permit SW7O6O814 for your information. A name/ownership
application can be found on our website at http://p_ortal_.ncdenr.org/web/Ir/state-stormwater-
forms docs. If you have any questions, please do not hesitate to contact me at (252) 948-
3923.
Sincerely,
Roger K. Thorpe
Environmental Engineer
enclosure
Division of Energy, Mineral, and Land Resources . Land Quality Section
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 • Phone: [phone] FAX: [phone]
Internet: http:#portal.ncdenr.oralweblldland-quality
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-
Mr. George Shultz
Outer. Banks. Framing, L.L.C.
4483 Caratoke Hwy # 4
Barco, NC 27917
Dear Mr. Shultz:
k4--R o
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 29, 2006
Subject: Permit No. SW7060814
Kings Mill at Grandy
High Density Stormwater Project
Currituck County
Alan W. Klimek, F.E. Director
Division of Water Quality
The Washington Regional Office received a completed Stormwater Application for the subject project on
December 27, 2006. Staff review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW7060814 dated December 29, 2006 to Outer Banks Framing, L.L.C, for a wet detention pond to serve Kings Mill at
Grandy located at 6339 Caratoke Hwy in Grandy, NC.
This permit shall be effective from the date of issuance until December 29, 2016 and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance
requirements in this permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems. The issuance of this permit does not resolve any
previous violations of -the stormwater rules for construction without a permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes,
and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Roger
Thorpe or me at [phone].
rHodge�_"egional
Al pervisor
Surface Water Protection Section
Washington Regional Office
cc: MM Design & Engineering, P.C.
Currituck County Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: One
943 Washington Square Mall Phone [phone] NorthCarolina
Washington, NC 27889 Fax [phone] Naturally
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State Stormwater Management Systems
Permit No. SW7060814
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Outer Banks Framing, L.L.C.
Kings Mill at Grandy
Currituck County
FOR THE
construction, operation and maintenance of stormwater management systems in compliance with the provisions of
15A NCAC 2H.1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management
plans and specifications and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit for a wet detention pond to serve Kings Mill at Grandy located at 6339
Caratoke Hwy in Grandy, NC.
This permit shall be effective from the date of issuance until December 29, 2016 and shall be subject to the following
specified conditions and limitations:
DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the application
and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
2 of this permit, the Project Data Sheet.
3. A maximum of 68,453 square feet of built upon area is allowed on this 3.0 acre site.
4. All stormwater collection and treatment systems must be located in either dedicated common areas or
recorded easements. The final plats for the project will be recorded showing all such required easements, in
accordance with approved plans.
5. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of
the permit.

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Kings Mill at Grandy
Permit Number:
SW7060814
Location:
Currituck County
Applicant:
Outer Banks Framing, L.L.C.
Mailing Address:
4483 Caratoke Hwy # 4
Barco, NC 27917
Application Date:
8/22/2006 (original)
Receiving Stream:
UT to Currituck Sound
Classification of Water Body:
SC
Total Site Area:
3.0 ac
Drainage area:
3.0 ac
r Total Impervious allowed on site:
68,453 sf
Wet Pond Depth:
5.0 ft
Required Storage Volume:
6,970 cf
Provided Storage Volume:
14,855 cf
Required Surface Area:
4,825 sf
Provided Surface Area:
4,835 sf
Controlling Orifice:
1.0 inch @ elevation 9.0 ft

4. No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative practices (such as
swales) shown on the approved plans as part of the stormwater management system without submitting a
revision to the permit and receiving approval from the Division.
5. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
C. Transfer of ownership
d. Redesign or addition to the approved amount of built -upon area
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
6. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
II. SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system.
The stormwater management system shall be constructed in its entirety, vegetated and operational
for its intended use prior to the construction of any built -upon surfaces except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
The facilities must be properly maintained and operated at all times. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals.
3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency including, but not limited to:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved plans and specifications
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
Records of maintenance activities must be kept and made available upon request to authorized personnel of
DWQ. The records will indicate the date, activity, name of person performing the work and what actions were
taken.
This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
6. Upon completion of construction and prior to operation of this permitted facility, a certification must be
received from an appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other supporting
documentation. Mail the Certification to the Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water Quality.

7. A copy of the approved plans and specifications shall be maintained on file by the.Permittee for a minimum of
five years from the date of the completion of construction.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is
a name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality
accompanied by an application fee, documentation from the parties involved, and other supporting materials
as may be appropriate. The approval of this request will be considered on its merits and may or may not be
approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute 143-
215.6(a) to 143-215.6(c).
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as
the construction of additional or replacement stormwater management systems.
5. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
6. The Permittee, at least six (6) months prior to the expiration of this permit, shall submit in writing a request for
an extension along with appropriate application fee.
Permit issued this the 29 th day of December, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7060814

Outer Banks Framing, L.L,C. — Kings Mill at Grandy
Stormwater Permit No. SW7060814
Designer's Certification
1,
as a duly
Registered Professional Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time)
the construction of the project,
Project)
for (Project Owner)
hereby state that to the best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
Signature
Registration Number
Date
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains to the
system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of the system.
11. The permitted amounts of surface area and/or volume have been provided
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
15. The required system dimensions are provided per the approved plans.

gode51gn 9 r ag1werAq, PC,
F0. Max 1470
Qtq Hawk, NC 27949
f hone•• C250 261-971-4 fax. C252> 261-7470
December 22, 2006
DWQ
Surface Water Protection
943 Washington Square Mall
Washington, NC 27889
RE: Stormwater Application of Kings Mill at Grandy SW7060814
Kings Mill at Grandy
Currituck County
Dear Mr.Roger K. Thorpe:
The following changes have been made to the referenced project:
DEC 2 � ?006
1. The 2" draw down orifice has been changed to a 1"
2. The forebay earthen baffle has been lower to 8.2' m.s.l. putting it just over 9"
below the permanent pool level.
Two copies of plan sheets 1 and 2 revised 12-22-06 are being provided. If you have any
questions or need additional information please feel free to contact me at [phone].
Sincerely,
G�'ttit-GactL+c.�
Melissa A. McAllister, P.E.,

goCe5lgn g ,-rng1W&r1nq PC
F0. Cox 1470
Aldq Hawk, IVC 279-19
phone, C250 261-8714 fax: <252> 261-7170
December 19, 2006
DWQ
Surface Water Protection
943 Washington Square Mall
Washington, NC 27889
RE: Stormwater Application of Kings Mill at Grandy SW7060814
Kings Mill at Grandy
Currituck County
Dear Mr.Roger K. Thorpe:
DEC 212006
fo, "
The following additional information is being provided per your letter dated December 18, 2006:
The wet detention basin has been modified to include a 6:1 submerged vegetated shelf that is
10 feet wide. It is labeled `Aquatic Bench' on the section and plan views.
//2. Based on the Division of Water Quality adopted policy for fountain design a 30,000 c.f. pond
could only have a maximum 118 hp pump. I could not find a pump that small that would
provide the desired aesthetics. The proposed pond fountain has been deleted.
�C 3. The cross section has been revised to show the aquatic bench. The forebay earth baffle has
been elevated to within one foot of the storm storage level. The plan view of the forebay earth
baffle has been modified to show the correct contours as well.
4. a. The 24" RCP outlet is designed with a backflow preventer. The finished elevation of the
existing ditch will be 8.0'.
b. When U.S. Highway 158 was widened and curb and gutter added the NCDOT installed a
drainage outfall for the highway down the south side of this property to Dowdy Bay.
Over time the ditch has silted in and become overgrown. Currituck County Soil
Conservation Services has requested that the applicant restore the ditch and provide the
County with a 15' access and maintenance easement. Proposed contours with 3:I slope
have been added to the plans showing the proposed grading and stabilization of the ditch.
The proposed ditch bottom will be 8-.0' and -top -elevation will be 10.0'.
c. The drawdown structure moves Q = 0.15 cfs and draws the storm volume down over 3
days. Using Q=Av the mean velocity added to the ditch is 0.0125 ftls. The maximum
permissible velocity for the sandy loam non colloidal soils is 2.5 ftls. The area used is the
finished v-ditch with a flow depth oft' and 3:1 side slope.
Two copies of plan sheets I and 2 revised 12-19-06 with updated narrative are being provided. If you have
any questions or need additional information please feel free to contact me at [phone].
Sincerely,
44"-q'
it
Melissa A. McAllister, P.E.,

O�QF W A rFRQG Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Q Alan W. Klimek, P.E. Director
co Division of Water Quality
December 18, 2006
Mr. George Shultz
Outer Banks Framing, LLC
4483 Caratoke Hwy # 4
Barco, NC 27917
Subject: Stormwater Permit Review SW7060814
Kings Mill at Grandy
Currituck County
Dear Mr. Shultz:
This office received revisions to your Coastal Stormwater permit application for the subject project on
October 3, 2006 and November 9, 2006. A review of these revisions to your project indicates that before a State
Stormwater permit can be issued the following additional information is needed:
1. The wet detention basin should have a 6:1 submerged vegetated shelf at least 10 feet wide. This
shelf should be located below the permanent pool elevation. The shelf as shown on the plan is
located above the permanent pool elevation.
2. The plans contain a note that a fountain will be used. In order to assure that the treatment efficiency
of wet detention ponds is not adversely affected by fountains, the Division of Water Quality has
adopted a policy for fountain design. Enclosed is a copy of this policy with design criteria. Please
provide information that shows that the proposed fountain will comply with the design criteria
contained in the policy.
3. The cross section of the wet detention basin on page 2 of the plans does not match the plan view on
page`1-of_the plans in regard to the elevation of the underwater berm between the forebay and the
main pond. Also this cross section should show the 6:1 submerged vegetated shelf.
4. The outlet elevation'6f the pond is.set at 8.0 feet. It appears to discharge to an area that is elevation
9.0 feet. This difference in elevation may result in backing water up into the pond and therefore affect
the treatment efficiency of the pond. It appears that the pond outfall and emergency spillway
discharges to an adjacent property, rather than to a well-defined drainage feature. Please address.
Also please provide calculations to show that there is non -erosive velocity.
The above requested information must be received in this office prior to January 18, 2007 or your
applications will be returned as incomplete. The return of these projects will necessitate resubmittal of all required
items including the application fees. 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,
�oge K. Thorpe
Environmental Engineer
Washington Regional Office
Enclosure
cc: MM Design & Engineering, P.C.
t/Washington Regional Office
North Carolina Division of Water Quality Internet: www nc%vaterauality orQ One
943 Washington Square Mall Phone [phone] NorthCarOiina
Washington, NC 27889 Fax [phone] NUtura�l
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Pe5lgn 9 i�rglneerinq PC,
F0, Pox M70
kr hl Hawk, NC 27999
Phone, (252) 2618714 rax
November 8, 2006
<250 261-7470
nECEE V
DWQ Nov 0 9 2006
Surface Water Protection
943 Washington Square Mall DWQ-WARO
Washington, NC 27889
RE: Stormwater Application of Kings Mill at Grandy SW7060814
e
Dare County
Dear Mr.Roger K. Thorpe:
Per our phone conversation 11-8-06, I am providing additional information for the referenced
project. Two 50' long sheet pile baffles have been added to the wet detention basin to lengthen
the flow path and prevent short-circuiting. The permit application forms, review fee, supplement
and soil report where sent 10-2-06. Please contact me once you begin your review to discuss the
project.
Included with this letter:
0 Two copies of plans sheets i and 2 revised 11-8-06 with updated narrative.
If you have any questions or need additional information please feel free to contact me at (252)
261-8714.
Sincerely,
IMMINIMP-01, Wx,&', - Oii�"
Melissa A. McAllister, P.E.,

1.0 SOIL SCIENTIST REPOKY
KINGS MILL AT GRANDY, NC
1.1 Site Description
RREGE ED
OCT - 3 2006
DWQ-WARD
The above referenced site is located on the East side of US Highway 158 across the roars from the
Chamber of Commerce Building in Grandy, NC. The proposed stonn water retention pond and
wastewater disposal area for the proposed Kings Mill Office Park is located on the west side of the
existing house on this site. The proposed replacement disposal area is located beside the proposed
primary held. Both proposed disposal fields are approximately 65 feet wide by 90 feet long each.
Low pressure pipe trenches are proposed to be used to distribute the treated effluent across the field.
1.2 Soil Assessment
The soils in this area have been mapped by the C.urrituck County MRCS as the Dragston soil series,
Coarse -loamy, mixed, scmiactivc, thennic Aerie Endoagutilts. This site is in the Coastal Plain
province and the landform fbr the proposed disposal field is a flat interstream divide. The parent
material that the soil formed from is marine and fluvial sediments. Five soil profile descriptions
were taken in the proposed primary and replacement field areas and four in the area of the proposed
stormwater retention pond. See Figure 1 for Site Map and for location of soil profile descriptions.
Stormwater Retention Pond Area
The soil in this area consists of a dark colored fine sandy loam topsoil laver approximately
12 inches thick. The underlying subsoil consists of a fine sandy loam to loamy sand layer
more than 24 inches thick. The soil wetness condition in this area according to reduction
oxidation indicators in the soil could not be determined due to the heavy organic matter
content of the soil and was assumed to be less than 12 inches below existing grade. Actual
-� P yid
water t61 observations in this area ranged from 18 to 21 inches below existing grade.
Primary Field Area
The soil in this area consists of a dark colored fine sandy loam topsoil layer approximately
Page 1 of 3.

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Soil Scientists Report
Kings Mill at Grandy
S&ME No. 1054-06-431
September 28, 2006
10 inches thick. The underlying subsoil consists of a fine sandy loam to loamy sand layer
more than 24 inches thick. The soil wetness condition in this area according to reduction
oxidation indicators in the soil could not be determined due to the heavy organic matter
content of the soil and was assumed to be less than 12 inches below existing grade. Actual
water table observations in this area ranged from 13 to 18 inches below existing grade.
Replacement Field Area
The soil in this area consists of a dark colored fine sandy loam topsoil layer approximately
12 inches thick_ The underlying subsoil consists of a fine sandy loam to loamy sand layer
more than 24 inches thick. The soil wetness condition in tills area according to reduction
oxidation indicators in the soil could not be determined due to the heavy organic matter
content of the soil and was assumed to be less than 12 inches below existing grade. Actual
water table observations in this area ranged from 12.5 to 18 inches below existing grade.
1.3 Estimated Permeability Rates
measure the hydraulic conductivity of the soil. In order to measure the hydraulic conductivity of the
saturated soil material, shallow 2-inch PVC wells will have to be installed and slug tests will have to
be conducted. This will be done in the area of the proposed septic field in order to run a
groundwater mounding analysis. From observation of soil type and published data for the Dragston
soil series, S&ME estimates the pernneability of this soil to range from 2.0 to 6.0 inches per hour.
1.3 Soil Loading Rates
S&ME, Inc. recommends installing the subsurface trench bottom in sand fill material at existing
grade or higher. The recommended soil ioading rate for both the primary field and the secondary
field should range between 0.6 and 0.8 gallons per day per square foot. The trench bottom
Page 2 of 3.

Soil Scientists Report
Kings Mill at Grandy
S&ME No. 1054-06-431
September 28, 2006
placement in sand fill at grade or higher will provide: at least a 12 inch vertical separation for
pressure dosed effluent to the soil wetness condition. A hydraulic analysis that includes a mounding
analysis will need to be conducted to support this proposed vertical separation distance. A
groundwater mounding analysis may show that a water table mound develops under the wastewater
disposal field. In this event, additional sand fill may be required to maintain a 12-inch vertical
separation distance from the proposed trench bottom.
1.4 Surface Water Management
S&ME, Inc. recommends establishing a final grade over the active disposal fields that will shed
rainfall away frorn the field area and will not trap rainwater in depressions over the field. To
establish healthy vegetative cover over the disposal areas proper soil liming and fertilization
recommendations shall be followed for the selected turf grass cover.
1.5 Seal and Signature
John R. Davis, Jr. LSS
Project Manager
$OIL sC��N
QAvr rs
'rlp }028
Op NQT? CF Date
Page 3 of 3.

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LEGEND
A H-1 Land Auger Boring
0 .2.5 " Sd
GRAPHIC SCALE IN FEET
SCALE: AS SHOWN
FiGUHE NO.
SITE MAP
DATE: September 27, zoos SOIL ASSESSMENT
DRAWN BY; lt—S&MEN
PROJECT NC* VIRONMENTAL SERVICES ENGINEERING TESTING Kin/y s Mill at Grand, NC
._... __ ._. -`7

OCT - 3 2006
S&ME,
INC
DWQ-WARO
SOI1, PROFILE
DESCRIPTIONS
Client:
Outer Banks Framing, LLC
Date:
9/19/06
Project Name:
Kings Mill at Grandy
Project No.
1054-06431
County:
Currituck
State
North Carolina
Location:
IF I
Site/Field No.
Elevation:
Approx. 1 I ft. rnsl
Apparent Water Table:
21"
Seasonal High Water Table: <12"
Vegetation:
None
Slope:
0-1 %
Boring Terminated at 40"
Horizon
Depth (in)
Matrix
Mottles
Texture
Structure
Consistence
Boundary
A 1
0-12
10YR 2/2
SL
Gr
vfr
A2
12-18
IOYR 2/1
SL
Gr
vfr
1311
18-26
1 OYR 3/2
SL
Gr
vfr
C 1
26-34
l OYR 4/3
LS
Sg
loose
C2
3440
I OYR 5/4
LS
Sg
loose
COMMENTS: LEGEND:
Site has been drained with ditches.
Coastal Plain parent material
Hole fills with water to limit hand auger advancement
Abbreviations
I OYR 4/2 — Mtutsell Color Chip #!
SL — Sandy Loam
LS — Loamy Sand
S — Sand
Gr — Granular
Sg — Single grain
vfr— very friable
fir — friable
1

S&ME, INC
SOIL PROFILE DESCRIPTIONS
Client: Outer Banks Prancing, LLC Date:
Project Name: Kirigs Mill at Grandy Project No.
County: Currituck State
Location: 1-1-2 Site/Field No.
Elevation: Approx. I I ft. rnsl
Apparent Water Table: 18" Seasonal High WaterTable:
Vegetation: None Slope:
Boring Terminated at 36"
9/ 19/06
1054-00-431
North Carolina
<12"
0-1 %
Horizon
Depth (in)
Matrix
Mottles
Texture
Structure
Consistence
Boundary
A
0-10
1 OYR 2/1
SL
Gr
vfr
E
10-22
1 OYR 4/2
LS
Sg
Loose
Bh
22-30
10YR 3/ 1
LS
Sg
Loose
C
30-36
1 OYR 4/4
LS
Sg
Loose
COMMENTS: LEGEND:
Site has been drained with ditches.
Coastal Plain parent material
Hole fills with water to limit hand auger advancement
Abbreviations
10YR 4/2 -- Munsell Color Chip i#
SL — Sandy Loam
LS — Loamy Sand
S — Sand
Gr — Granular
Sg — Single grain
vfr — very friable
fr — friable
2

Client:
Project Name:
County:
Location:
Elevation:
Apparent Rater Table:
Vegetation:
Boring Terminated at
S&ME, YNC
5O11, PROFILE DESCRIPTIONS
Outer Banks Framing, LLC
Kings Mill at Grandy
Ctarituck
Approx. 11 ft. msl
18"
None
36"
Date: 9/ 19/06
Project No. 1054-06 431
State North Carolina
Site/Field No.
Seasonal Fligh Water Table: <12"
Slope: 0-1 %
Horizon
Depth (in)
Matrix
Mottles
Texture
Structure
Consistence
Boundary
A 1
0-8
1 OYR 2/2
SL
Gr
Vfr
A2
8-14
10YR 2/1
Sl,
Gr
Vfr
Bhl
14-18
1 OYR 2/2
SI,
Sg
Loose
Bh2
18-24
1 OYR 4/2
IS
Sg
Loose
C
24-36
16YR 5/3
LS
Sg
Loose
COMMENTS: LEGEND
Site has been drained vMh ditches.
Coastal Plain parent material
Mole fills with water to limit hand auger advancement.
It rxp
Abbreviations
10YR 4/2 — Munsell Color Chip #r
SL — Sandy Loam
LS — Loamy Sand
S — Sand
Gr — Granular
Sg — Single grain
vfr— very friable
fr — friable
3

Client:
Project Name:
County:
Location:
Elevation:
Apparent Water Table:
Vegetation:
Boring Terminated at
S&ME, INC
SOIL PROFILE DESCRIPTIONS
Outer Banks Praming, LLC mate:
Kings Mill at Grandy Project No_
Currituck State
H- 4 Sitc/Field No.
Approx. I I ft. msl
19" Seasonal High Water Table:
None Slope:
34"
9/19/06
1054-06-431
North Carolina
<12"
0-1 %
Horizon
Depth (in)
Matrix
Mottles
Texture
Structure
Consistence
Boundary
A
0-12
IOYR 2/1
SL
Gr
Vfr
Bhl
12-18
10NrR 2/2
SL
Gr
Vfr
Cl
18-27
1 OYR 4/3
SL
Gr
Vfr
C2
27-34
1 OYR 3/4
LS
Sg
Loose
COMMENTS: LEGEND:
Site has been drained with ditches.
Coastal Plain parent material
Hole fills with water to limit hand auger advancement.
Abbreviations
I OYR 4/2 — Munsell Color Chip #
SL — Sandy Loam
LS — Loamy Sand
S — Sand
Gr— Granular
Sg — Single &,*rain
vfr — very friable
fr — friable
4

Client:
Project Name:
County:
Location:
Elevation:
Apparent Water Table:
Vegetation:
Bor6g Terminated at
S&ME, INC
SOIL PROFILE DESCRIPTIONS
Outer Banks Framing, LLC Date:
Kings Mill at Grandy
Project No.
Currituck
State
11- 5
Site/Field No.
Approx. I 1 ft. msl
18"
Seasonal High Water Table
None
Slope:
34"
9/ 19/06
1054-06-431
North CarDlina
0-1 0
Horizon
Depth (in)
Matrix
Mottles
Texture
Stnicturc
Consistence
8otmdary
A 1
0-6
10YR 2/1
SL
Gr
vfr
A2
6-12
10YR 3/1
SL
Gr
vfr
E
12-15
10YR 5/2
LS
Sg
loose
B
15-34
IOYR 4/2
LS
Sg
loose
C
34+
1 OYR 3/3
LS
Sg
loose
COMMENTS:
Coastal Plain parent material
Hole fills with water to limit hand auger advancement
LEGEND: Abbreviations
10YR 4/2 — Munsell Color Chip ##
SL— Sandy Loam
LS — Loamy Sand
S — Sand
Gr— GranUlar
Sg— Single grain
vfr— very friable
fr — friable

Client:
Project Name:
County:
Location:
Elevation:
Apparent Water Table:
Vegetation:
Boring Terminated at
S&ME, INC
SOIL PROFTLE DESCRIPTIONS
Outer Banks Framing, LLC Date:
Kings Mill at Grandy Project No.
Currittick State
H- 6 Site/Field No.
Approx. I I ft. msl
t 8" Seasonal High Water "fable:
None Slope:
30"
9! 19/06
1054-06-43
North Carolina
<12„
0-1 %
Horizon
Depth (in)
Matrix
Mottles
Texture
Structure
Consistence
Boundary
A
0-10
10YR 2/1
SL
Gr
vfr
E
10-16
10YR 511
LS
Gr
vfr
Blil
16-18
7.5YR 3/1
LS
Gr
vfr
Bh2
18-30
7.5YR 4/4
LS
Sg
loose
COMMENTS: LEGEND:
Spodic horizon 16 to 30
Coastal Plain parent material
Hole fills with water to limit hand auger advancement.
Layer Bhl and 13h2 Weakly cemented
Abbreviations
I OYR 4/2 — Munsell Color Chip #
SL — Sandy Loam
LS — Loamy Sand
S -- Sand
Gr — Granular
Sg -- Single grain
vfr— very friable
fr — friable
7

Client:
Project Name:
County:
Location:
Elevation:
Apparent Water Table:
Vegetation:
Boring Terminated at
S&ME, INC
SOIL PROFILE DESCRIPTIONS
Outer Banks Framing, LLC
Kings Mill at Grandy
Currltuck
H-7
Approx. I 1 ft. tnsl
181,
None
36"
Date:
Project No.
State
Site/Field No.
9/ 19106
-1054-04431
North Carolina
Seasonal High Water Table: <12"
Slope: 0-1 %
Horizon
Depth {in)
Matrix
Mottles
Texture
Structure
Consistence
Boundary
Al
0-10
IOYR 3/1
SL
Gr
vfr
C1
10-15
tOYR312
SL
Gr
vfr
C2
15-36
10YR 5/2
St-
Gr
vfr
COM M ENT :
Coastal Plain parent material
Hole fills with water to limit hand auger advancement
lSL'Jff"i .
LEGEND: Abbreviations
IOYR 4/2 — Ivtunsell Color Chip 4
SI. — Sandy Loam
L5 — Loamy Sand
S — Sand
Gr — Granular
Sg — Single grain
vfr — very friable
fr — friable
8

S&ME. INC'
Client:
Project Name:
County:
Location:
Elevation:
Apparent Water Table
Vegetation:
Boring Terminated at
SOIL PROFILE DESCRIPTIONS
Outer Banks Framing, LLC
Kings Mill at Grandy
Currituck
H- 8
Approx. 11 ft. msl
13"
None
30"
Date:
Project No.
State
Site/iield No.
9/ 19/06
1054-06-431
North Carolina
Seasonal High Water Table: <12"
Slope: 0-1 %
Horizon
Depth (in)
Matrix
Mottles
Texture
Stnicture
Consistence
Boundary
A
0-10
IOYR 2/1
SL
Gr
vfr
Bhl
10-17
IOYR 3/2
i,S
Sg
lnose
Bh2
17-24
1 OYR 5/4
LS
Sg
hose
Cl
24-30
IOYR 4/3
LS
Sg
loose
COMMENfS: LEGEND
Spodic horizon 10 to 24 inches
Coastal Plain parent material
Hole fills with water to limit hand auger advancement
Laver Bb I and Bh2 Cemented
Abbreviations
10YIt 4/2 — Munseil Color Chip #
St- — Sandy Loam
LS — Loamy Sand
S — Sand
Gr— Granular
Sg — Single grain
vfr — very friable
fr — friable
9

Client:
Project Name:
County:
Location:
Elevation:
Apparent Water Table:
Vegetation:
Boring "Terminated at
S&ME, INC
SOIL PROFILE DESCRIPTIONS
Outer flanks Framing, LLC Date.
Kings Mill at Grandy Project No.
Currituck State
H- 9 Site/Field No.
Approx. I I ft. msl
12.57' Seasonal High Water Table:
None Slope:
36"
9/ 19106
1054-06-431
North Carolina
<12"
0-1 %
Horizon
Depth (in)
Matrix
Mottles
Texture
Structure
Consistence
Boundary
A
0-12
1OYR 2/1
-
SL
Gr
vfr
E
12-15
IOYR 4/1
-
LS
Cyr
vfr
Bhl
I5-20
IOYR 3/3
-
LS
Gr
vfr
Bh2
20-24
1 OYR 5/4
LS
Gr
vfr
Bt
24-33
1 OYR 613
SCL
Sbk
fi
Abrupt
C
33-36+
IOYR 6/2
-
SI.
Gr
fr
COMMENTS: LEGEND
Site has been drained with ditches.
Coastal Plain parent material
Hole tills with water to limit hand auger advancement
Layer Bhl Slightly cemented
Abbreviations
I OYR 4/2 — Munsell Color Chip #
SL — Sandy Loam
LS — Loamy Sand
S — Sand
Gr — Granular
Sg — Single grain
vfr -- very friable
fr — fi-iable
10

de,5ign & ,�Pnglneermq, P.C.
p 0, Am 1470
Kit # Hawk, NC27949
TRANSM I.TTAL
RECEMED
OCT - 3 2006
DWQ-WARO
TO: Division of Water Q ality
FROM: Melissa A. McAllister
Attention: Washington Regional Office
Date: 10-2-06
Office Location: Washington
Phone: [phone]
Fax: [phone]
❑ Mailed ❑ Overnight ❑ Faxed ❑ Pick up
COPIES DATE DESCRIPTION
❑ Hand Delivered
1
8/1 I/06
Permit Application Form (COPY)
2
8/15/06
Stormwater plan
1
8/14/06
Plan review fee$420.00 check #2254 p
1
8/11/06
Wet Detention Basin Supplement
1
9/28/06
Soil Scientist Report
COMMENTS:
Original permit application sent 8-15-06. DWQ request for additional information
dated 9-1 1-06.

1N ArFMichael F. Easley, Governwr-CKO
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 11, 2006
Mr. George Shultz
Outer Banks Framing, LLC
4483 Caratoke Hwy # 4
Barco, NC 27917
Subject: Stormwater Permit Review SV 7060814
Kings Mill at Grandy
Currituck County
Dear Mr. Shultz:
This office received a Coastal Stormwater permit application for the subject project on August 22, 2006. A
preliminary review of your project indicates that before a State Stormwater permit can be issued the following
additional information is needed:
1. Two sets of plans and specifications.
2. Detailed narrative description of all stormwater treatmentlmanagement
3. Soils report to include elevation of seasonal high water table
-4. The length to width ratio of the wet detention basin should be 3:1 or greater
5. The wet detention basin should have a 6:1 vegetated shelf at least 10 feet wide
6. Please consider using a drawdown orifice structure similar to the enclosed drawing. We find these to
not clog frequently and to be easily maintained.
The above requested information must be received in this office prior to October 11, 2006 or your
applications will be returned as incomplete. The return of these projects will necessitate resubmittal of all required
items including the application fees. 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,
�'o er K. Thorpe
Environmental Engineer
Washington Regional Office
Enclosure
cc: MM Design & Engineering, P.C.
,,^ashington Regional Office
North Carolina Division of Water Quality Internet: tisw\k'.nc%vaterqualitv.ors �7One t
943 Washington Square Mall Phone [phone] LV Caro1uia
Washington, NC 27889 Fax [phone] t'(rall
An Equal Opportunity/Affirmative Action Empioyer — 60% Recycled110% Post Consumer Paper

ti, �i 1 ',lik ru ram . OFFICE USE ONLY "
Date Received
Fee Paid
Permit Number
? 2006
WQ_WARO State of North Carolina SGtmc
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied'far use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individiia1, etc. who owns the project.):
6vm,- 15A-N K5 rKA to I N cx L L C.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Gtor2c?� SHur�7-�
3. Mailing Address for person listed in itern 2 above:
44�3cliRA7Z)KC
City: t3,QRco State: SIC zip:
_a 7 y_! 7
Telephone Number: _( 2-5Z )45,3-- 8Z_'9_2
4.­ Project Name (subdivision, facility, or establishment. name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
KtM06 AbLL ff 6F-ANDy
5. Location of Project. (street. address):
G 339 GARAq-OK.E l+VJ
City: County: Cuzrzi-rucK
6. Directions to project. (from nearest major intersection):
7. Latitude: .3 (a ° 14 Longitude: 75 ' 95 2- (�D i _ of project
8. Contact person who can answer, questions abort the prnjeci:
Name: MeuSSA ALA,Al-5ter TeIephoneNumber: (Z5 2 ) Z6il—BIi
.'
II. PERMIT INFORMATION:
1. - Specify whether project is (check one): _New k Renewal Modification
r
Form SWU-101 Version 3.99 Page I oi'4

2. IS this application is heing suhmit.ted as the result of a renewal or modification to an existing permit„ list the
existing permit number N'A and its issue date (if known)_
3. Specify the type of project (check one):
Low Density High Density Redevelop ✓ General Permit Other
Additional Project. Reqtiirements (check applicable blanks):
TCAMA Major ✓Sedimentation/Erosion Control �404/401 Permit �NPDES Stormwat.er
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
SZP—M WArE — tA) ILL BE- CULLECT(F D' 9 CX7'LI+ 134Si/VS W1TH-Em-tEtz, CVP B
OP- YAP-b op -A E5 A-M D ctmyE-YEt) By eONCrzE-T� PIP -70 A LtJEr D 3z-�inp I`r!
3>a�1N iNr rt� ��.73Ay
2. Stormwater runoff from this project, drains to the PIA S a u 0- A'rA K, River basin.
3. Total Project Area: 3 acres 4. Project. Built. Upon Area:
5. How many drainage areas does the project have?
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
,Basin lnfarmation:
Drainage Area 1
s_ ;Drainage Area:2
Receiving Stream Name
Receiving Stream Class
S G
Drainage Area
J7 ',a4
Existing Impervious* Area
Q
Proposed Impervious*Area
(, i 7 14G
%impervious* Area (total)
j2,4
Im'pelvinus*`Stirface:'Arca ' .`
-,Drainage Arca 1 ;
A)-rainag6Area 2
On -site Buildings
16,2 44 S F
On -site Streets
On -site Parking
F 44 Z S F
%A[CLUDC'-5) STP-Ce-F
On -site Sidewalks
;M3 S !r
Other on -site
Off -site
Total: &0 45 115I 4C
Total:
* impervious area is defined as the built upon area including, but riot limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form S W U-101 Version 3.99 I'age 2 of 4

1' !
7. , Now was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
suhdivisions, outparcels and future development prior to the sale of any lot.. If lot sizes vary significantly, a table
listing each lot. number, size and the allowable built -upon area for each lot. must be provided as an attachment..
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants [nay not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brink, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3_ Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4_ Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction,
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the, stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that, the covenants will he 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 State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below mustbe submitted for each
BMP specified for this project. Contact. the Stortuwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement.
Form SWU-103
Infiltration Basin Supplement.
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement.
Form SWU-106
Off -Site System Supplement.
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Bost Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of4

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.
I. Picase 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
• One copy of the applicable Supplement. Form(s) for each BMP f1�_
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• 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 reap 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):_
Mailing Address: PO F50X 14
City: Kim/ µAuk
t
A0ESt�N s EN&INE-EP,1W6
Phone:.( Z52 ) � + - 0714
-
VIII. APPLICANT'S CERTIFICATION
_ State:� NC Zip: 27'9 H
Fax: ( 2-5 2 } Z(v 1- 7 `} 7 D
1, (print or type name of person listed in Cenpral Information, item 2) 5 t"V L-T i~
certify that the information included on this permit application form is, to the hest of my knowledge, correct. and
that the project will he 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 15A
NCAC 21-1.1000.
Signature:_ _ _ _ Dale:_��f� C36
Forrn SW U-101 Version 3.99
Page 4 of 4

�,�,� uE
SIBILITYIOWNERSHIP FORM
SEDIMENTATION. POLLUTION CONTROL ACT .
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an accepfatile�erosionand�;sedimentation control plan have been completed an pve ,6y ��n�
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please t rrint; 'a d, if
the question is not applicable or the e-mail and/or fax information unavailable, place NIA in t ank.)
AUG 2006
Part A.
N
3.
4.
6.
6.
7.
E
Project Name')WO-WARD Ki
Location of land -disturbing activity: County Currituck I City or Township.
AUG 1 9 2006
LAND QUALITY SE i'!0N
SBI �DN REG'�ONAI.
Highway/Street U.S, 158 _ _ Latitude 36.24782 Longitude 75.88484
Approximate date land -disturbing activity will commence` June 2006
Purpose of deveiopment (residential, commercial, industrial, institutional, etc.): Commercial
Total acreage disturbed or uncovered (including off -site borrow and waste areas): acres_
Amount of fee enclosed: $ 1%00 The application.fee of $50.00 per acre•(rounded
up to the nett acre) is assessed. without a ceiling amount (Example: 6 9-acre application fee is $450j.
Has an erosion and.sediment control plan been filed? . Yes No Enclosed_ X. -
Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name
George -Shultz
E-mail Address
_outerbanksframing(&-earthiink,net
Telephone..
252 .453-8292
Cell # 703 929-7501
Fax-# (252)-453-3223
Landowner(s) of Record (attach accompanied page. to list additional owners):
Quter.Banks'Framing, LLC_
Name
_4483'CaratokeHwx,
Current, Mailing'Address
_Barco NC 27917
City State _ Zip
_ [phone] (252)-453-3223
Teleptone T —� Fax Number
Same
Current Street Address
City State Zip
10. Deed Book No. 921 Page No. 62 Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet)!
George Shultz
Name
4483 Caratoke Hwy. _
Current Mailing Address
Barco _ NC 27917
City State Zip
[e-mail]
E-mail Address
Same
Current Street Address
City State Zip
Telephone [phone] ___- Fax Number [phone] _

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
_ N /A
Name _ E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number.
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Reis�A ent
g 9
Current Mailing Address
City
Telephone
E-mail Address
Current Street Address
State Zip City
Fax Number
State Zip
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there by any change in the information provided herein_
Type or print name
t
OW,,V&-Xl 4Y dN,d G 6—le
Title or Authority
Date
a Notary Public of the County of _�-i--
v n� o
Sta a of North Carolina, hereby certify that _z;" appeared
personally before me this day and being duly swan acknowledgetrthat the above form was
executed by him_
Witness my hand and notarial seal, this day of 200(-
Seal
No ry
My commission expires V

i
de-51zr & 64merinq PC,
Fo, (0ox 1470
Kitty hawk, NC27949
.1XIEW EED
AUG 2 2 2006
TO: Division of Water Quality
FROM: Melissa A. McAllister
Attention: Washington Regional Office
Date: 8-15-06
Office Location: Washington
Phone: [phone]
Fax: [phone]
❑ Mailed ❑ Overnight ❑ Faxed ❑ Pick up ❑ Hand Delivered
COPIES DATE DESCRIPTION
2 `-''"°
8/11/06
Permit Application Form (1) Original
2
8/ 15/06
Stormwater plan
1
8/14/06
Plan review fee$420.00 check #2254
1
8/11/06
Wet Detention Basin Supplement
COMMENTS:
L