SW7060106_HISTORICAL FILE_20190903

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD J

Thorpe, Roger
From: Thorpe, Roger
Sent: Tuesday, September 03, 2019 8:50 AM
To: Helen Regan
Subject: RE: ]External] Cyprus Cove Homeowners Association - Stormwater Permit Renewal &
Ownership Change - SW7060106
Attachments: SSW- Permit- Renewal-Application-Form-20180517_FINAL (1).docx; SSW-Permit-
Transfer-Application-Form-20180427.docx
Helen
Attached are the applications you requested. Let me know if you have any questions.
Sorry about the wrong dates in the auto reply email.
Thanks
Roger
From: Helen Regan<[e-mail]>
Sent: Monday, August 26, 2019 12:13 PM
To: Thorpe, Roger <[e-mail]>
Subject: [External] Cyprus Cove Homeowners Association - Stormwater Permit Renewal & Ownership Change -
SW7060106
Importance: High
[ : hIr ',_': External email. Do not click links or open attachments unless you verify. Send all suspicious email.as an attachment to
[e-mail]
Hi Roger,
Would you email the Stormwater Permit Renewal and Ownership Change application forms for Stormwater
Management Permit SW7060106? Thanks!
JJ If
fNNW
Helen A. Regan
Signature Touch Property Management
2600 N Croatan Highway 2"d Floor, Kill Devil Hills NC 27948
252-441-8857 Office
9 -6(d
L/ PROPERTY MANAGEMENT
www.signaturetouchobx.com

North Carolina Secretary of State Search Results
Page 1 of 1
• Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List • View Filings
Non -Profit Corporation
Legal Name
Cypress Cove Homeowners' Association, Inc.
Information
Sosld: 0876336
Status: Current -Active
Annual Report Status: Not Applicable
Citizenship: Domestic
Date Formed: 11/7/2006
Registered Agent: Robbins, Elizabeth E.
Addresses
Reg Office
Mailing
Principal Office
Reg Mailing
110 Gray Eagle St Ste 101
One Sailfish Dr
One Sailfish Drive
P 0 Box 28
Nags Head, NC 27959-8937
Manteo, NC 27954
Manteo, NC 27954
Nags Head, NC 27959
.� 7 �3 r I ► i
/V
�"I"
rl'rrc-rr
https://www.sosnc.gov/online_services/search/Business_Registration_Results
7/30/2019

North Carolina Secretary of State Search Results
Page 1 of I
• Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List • View
Filings • Print a Pre -Populated Annual Report form • Print an Amended a Annual Report form
Limited Liability Company
LegaL Name
Skyco Development LLC
Information
Sosld. 0455963
Status: Dissolved
AnnuaL Report Status: Not Applicable
Citizenship: Domestic
Date Formed: 4/14/1998
Registered Agent: Futrell, Glenn E.
Addresses
Mailing
9407 Bartons Creek Road
Raleigh, NC 27615
Reg Mailing
9407 Bartons Creek Road
Raleigh, NC 27615
Company Officials
Principal Office
9407 Bartons Creek Road
Raleigh, NC 27615
Reg Office
9407 Bartons Creek Road
Raleigh, NC 27615
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager / Member Manager Manager
Glenn E. Futrell Skyco Airport, LLC Lee Tugwell
9407 Bartons Creek Post Office Box 1675 PO Box 1414
Raleigh NC 27615 Kill Devil Hills NC 27948 Manteo NC 27954
https://www.sosnc.gov/online_services/search/Business_Registration_Results 7/30/2019

From: "Leo Green III" <Leo [ I [@greeneng.com>
Date: Wed, 1 Feb 2006 13:45:56 -0500
To: <scott.v][e-mail]>
CC: "Penny Glover" <[e-mail]>
Scott:
Impervious Area Table that you requested.
Thanks
TUGWE PN# 05-070
E. Leo Green, III PE, PLS
Green Engineering, PLLC
303 N. Goldsboro Street
Wilson, North Carolina 27893
Phone: [phone]
Fax: [phone]
email: [e-mail]
impervious table and
Content -Description: infiltration basin
impervious table and infiltration basin schedule.x! . schedule.xls
Content -Type: application/vnd.ms-excel
Content -Encoding:, base64
l of 1 2/3/2006 4:27 PM

January 27, 2006
North Carolina Department of Environment --
and Natural Resources
Washington Regional Office
943 Washington Square Mall
Washington, DC 27889
Attention: Mr. Scott Vinson
Environmental Engineer
SUBJECT: Comment and Response
Stormwater Review SW — 060106
Cypress Cove
Dare County, Town of Manteo
PN: 05-070
Dear Mr. Vinson:
DM-WARQ
R E C E I V E"JOL)"
C FEB 0 ,, 2-006
t/06
We offer the following responses to your letter dated January 19, 200IROd *
DWQ
.M
Comment No. 1: Following discussion on site today the 5 infiltration basins will now be tied
together and act as one infiltration basin. Please submit a narrative, plans,
calculations and Infiltration Supplement form showing this modification.
Response No. 1: A revised project narrative, plans, calculations annd Infiltration Supplement are
attached.
Comment No. 2: The supplement forms need to correspond to the most recently dated calculations.
Response No. 2: I he supplement forms correspond to the most recently dated calculations.
Comment No. 3- If the infiltration basin = 1 does continue along the back of lots 1-5 then please
remove the noted 6" pvc pipe.
Response No. 3: The hasinn(v) along the hack of Lots 1-5 have been removed
Comment No, 4: Please provide a detail of the junction overflow box with elevations noted that
will spill into the vegetated filters.
Response No. 4: Junction overflow box detail has been provided
0AWOOM507ftwu vhion emunent and respvme lu 1-25-06.doc
GREEN ENGINEERING, PLLC
WAI LH. WASTEWATER Sl1RVEYI NG, PLANNING, PROJECT MANAGEMENT
303 N. GOLDSBORO SI. PO BOA 509 WILSON N.C. 27R93 1 1 L 252.237.5365 FAX 252.243, 7469 WWW,GREENENGINCERING.COM

Mr. Scott Vinson
January 27, 2006
Page Two (2)
Comment No. 5-
Response No. 5
Comment No, 6
Response No. 6:
Comment No. 7
Response No. 7:
Please provide details for the vegetated filters, sidewalks and road.
Details for the vegetatedfJrlters, sidewalks and road have been provided.
Please provide an 8.5" by l l" paper attachment listing the impervious area per lot
as shown on the plans so that I may attach to the permit for reference.
S.5 " x I " paper attachment listing the imjwn4ous area per lot is provided
Please provide the top and bottom elevations to the infiltration basin detail(s).
Top and bottom elevations to the infiltration basin detail have heen provided.
Comment No. 8: Please verify and correct that because of the addition of the 6" pipe and sidewalk
the lengths of the individual basins may not add up to the current lengths given in
the calculations and supplement forms.
Response No. 8: The lengths r?f the individual basins have been removed from the sidewalks and
provide the required storage volume.
Comment No. 9: Please provide the 25% additional information fee associated with the Express
Stormwater Review Program of $1,000 by check made payable to "NCDENR".
Response No. 9: The additional $1, 000. 00fee is provided
We trust that the foregoing responses will be sufficient for you to complete your review. Should
you need additional information, please advise.
Respectfully,
yt'�v
E. Leo Green, III, P.E.
ELG,IIilpbg
O:4WOOnO5O7O\"v&sonc=mmtmdr pomeItr1-25-04.doc

S
c
Cypress Cove Subdivision
Town of Manteo, North Carolina
Project Narrative
January 27, 2006
PN: 05-070
Cypress Cove is a proposed thirty-two (32) lot single family residential development
located off of Highway 64/264 in the Town of Manteo. Cypress Cove will be a high density
development and will utilize infiltration basins to intercept and contain stormwater runoff
generated from a three-inch (3") rainfall. The infiltration basins will be located along the interior
lot lines and will be connected to each other via six-inch (6") diameter pipes. The seasonal high
water table (SHWT) has been established at an elevation of 0.75' MSL. The basin inverts have
been set at an elevation of 2.75' MSL, thereby providing a two -foot separation between the
SHWT and the basin invert. There will be two (2) 18" diameter drain inlets located at the rear of
Lot No. 7 with the top elevation set at 4.00' MSL. Rainfall in excess of three -inches (3") will
exit these two (2) inlets and sheet across the vegetative filter located behind Lots 6-8.
MW0051050701Cypress Cove Subdivision Project Num ive 1-27.06.doc
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Cypress Cove Subdivision
Town of Manteo, North Carolina
Project Narrative
January 27, 2006
PN: 05-070
Cypress Cove is a proposed thirty-two (32) lot single family residential development
located off of Highway 64/264 in the Town of Manteo. Cypress Cove will be a high density
development and will utilize infiltration basins to intercept and contain stormwater runoff
generated from a three-inch (3") rainfall. The infiltration basins will be located along the interior
lot lines and will be connected to each other via six-inch (6") diameter pipes. The seasonal high
water table (SHWT) has been established at an elevation of 0.75' MSL. The basin inverts have
been set at an elevation of 2.75' MSL, thereby providing a two -foot separation between the
SHWT and the basin invert. There will be two (2) 18" diameter drain inlets located at the rear of
Lot No. 7 with the top elevation set at 4.00' MSL. Rainfall in excess of three -inches (3") will
exit these two (2) inlets and sheet across the vegetative filter located behind Lots 6-8.
0AWOOS050701Cypren Cove Subdivision Project Negative 1-27-06.doc

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Stormwater Management Plan Narrative RZ U Z J V r_J 1J
Cypress Cove Subdivision
Town of Manteo, Dare County, North Carolina
January 3, 2006
PN: 05-070
PROJ #
JAN 10 2006
DWQ
Cypress Cove is a proposed thirty-two (32) lot subdivision located off of Highway 64/264 in the
Town of Manteo, Dare County, North Carolina. Cypress Cove will be a high density
development utilizing infiltration basins to control and treat site generated runoff. The total
project area is 6.76 acres and all stormwater runoff is generated on -site. The site has been
divided into five (5) individual drainage areas with each area being served by an infiltration
basin. Each infiltration basin is designed to capture, store and drawdown the stormwater runoff
generated from a three (3) -- inch rainfall event since no by-pass of the runoff is provided. Each
basin is a series of connected, flat drainage swales running down the shared interior and rear lot
lines and is defined in detail on the Infiltration Basin Supplements provided. Vegetative filters
are provided at the end of each infiltration basin to filter excess runoff.
0AWOW050701Stormwater Management Plan Narrative 1-3-06.doc

Stormwater Management Plan Narrative
Cypress Cove Subdivision
Town of Manteo, Dare County, North Carolina
January 3, 2006
PN: 05-070
Cypress Cove is a proposed thirty-two (32) lot subdivision located off of Highway 64/264 in the
Town of Manteo, Dare County, North Carolina. Cypress Cove will be a high density
development utilizing infiltration basins to control and treat site generated runoff. The total
project area is 6.76 acres and all stormwater runoff is generated on -site. The site has been
divided into five (5) individual drainage areas with each area being served by an infiltration
basin. Each infiltration basin is designed to capture, store and drawdown the stormwater runoff
generated from a three (3) — inch rainfall event since no by-pass of the runoff is provided. Each
basin is a series of connected, flat drainage swales running down the shared interior and rear lot
lines and is defined in detail on the Infiltration Basin Supplements provided. Vegetative filters
are provided at the end of each infiltration basin to filter excess runoff.
0AW0051050701stormwater Management Plan Narrative 1-3-06.doc

January 10, 2006
North Carolina Department of Environment
and Natural Resources
Washington Regional Office
Washington Square Mall
Washington, North Carolina 27889
Attention: Mr. Scott Vinson
Subject: Cypress Cove Development
Financial Responsibility/Ownership Form
Stormwater Management Plan
Town of Manteo, Dare County, North Carolina
PN: 05-070
Dear Mr. Vinson:
RECEIVER
pROd # DwQ
Please find attached for your review two (2) sets of revised construction drawings, calculations
and the correct review fee of $4,000.00. Also attached for inclusion in the review package are two
copies of the Wetlands Location Map for the site.
The revisions were required when the developer decided he did not want the infiltration basins
extending across the rear of the lots. A 6'diameter PVC pipe now connects the basins.
Please call me if you have any questions regarding the information provided.
Respectfully,
E. Leo Green, III, P.E., P.L.S.
ELGII I/mg
cc: Mr. Lee Tugwell
0AW005L050Mscott vinson letter 1-10-06 duc
GREEN ENG IN EERING, PLLC
WATER, WASTEWATER SURVEYING, PLANNING, PROJECT MANAGEMENT
303 N. GOLDSBORO 51. PO BOX 509 WILSON N.C. 27893 1EL 2 5 2 . 2 3 7 . 5 3 6 5 FAX 252.243, 7469 WWW.GREENENGINEERING.COM

January 3, 2006
North Carolina Department of Environment
and Natural Resources
Washington Regional Office
Washington Square Mall
Washington, North Carolina 27889
Attention: Mr. Scott Vinson
Subject: Cypress Cove Development
Financial Responsibility/Ownership Form
Stormwater Management Plan
Town of Manteo, Dare County, North Carolina
PN: 05-070
Dear Mr. Vinson:
RECEIVIEI)
JAN 10 2006
PROD # bWQ
Please find attached for your review the following permit applications for the Cypress Cove
Subdivision located in the Town of Manteo, Dare County, North Carolina.
• Stormwater Management Permit Application Form (One Original and One Copy)
• Infiltration Basin Supplement for Five (5) Basins (One Original and One Copy Each)
• Construction Drawings (2 Sets)
• Narrative
• Soils Report (Two Copies)
• $4,420.00 Application Fee
I trust the information provided will be sufficient for your review.
Per our previous conversation I anticipate your scheduling a site visit in the near future.
Please call me if you have any questions regarding the information provided.
Respectfully,
_(� L
E. Leo Green, H1, P.E., P.L.S.
ELGIII/mg
cc: Mr. Lee Tugwell
0AW00505070tscott vimson letter 1-3-06 doc
GREEN ENGINEERING, PLLC
WATER, WASTEWATER SURVEYING, PLANNING, PROJECT MANAGEMENT
303 N. GOLDSBORO ST. PO BOX 609 WILSON N.C. 27893 TEL 252.237, 5365 FAX [phone] WWW, GREENENGINEERING.COM

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM L 1610 W
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more continuous acres as covered by the Act
before this form and an acceptable erosion and sedimentation control plan have been completed and approved
by the land Quality Section, N.C. Department of Environment, Health, and Natural Resources. (Please type or
print and, if question is not applicable, place N/A in blank.) RECEIVED
Part A.
- -- E
1. Project Name _ Cypress Cove JAN,� 00' T
2. Location of land4sturbing activity: County Dare y A! t t ^ , City
vrnIw
or Township Manteo , and Highway / Street Hwy 641264
3. Approximate date land -disturbing activity will be commenced: November 1, 2005
4. Purpose of development (residential, commercial, industrial, etc.) : Residential
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas ) : 6.76
6. Amount of fee enclosed $ 350.00
7. Has an erosion and sedimentation control plan been filed? Yes X No
S. Person to contact should sediment control issues arise during land -disturbing activity
Name Lee Tu pvell Telephone
252-423-015e
4ECEp�r1
PLI.
JAN 0 3 2005 !:
LAND QU-Ai.ITY SECTION
iNG70N REGONAL OFFICE
9. Landowner (s) of Record ( Use blank page to list additional owners.):
Skyco Development Company
Name (s)
1 Sailfish Point
Current Mailing Address Current Street Address
Manteo, North Carolina 27954
City State Zip City State Zip
10. Recorded in Deed Book No. 1597 Page No. 484
Part B.
1. Person(s) or firm(s) who are financially responsible for this land -disturbing activity (Use the blank page to list
additional persons or firms):
Skvco Development Compan
Name of Person (s) or Firm (s)
1 Sailfish Point
Mailing Address
Manteo, North Carolina 27954
_,City State
Telephone [phone]
Zip City
Telephone
Street Address
State Zip
OAW005�0507019ank-Erown & Se&ma tenon Control or Financial Respo=bWfy-0wnetstnp Form

t•
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7
0
2. (a) If the Financially Responsible Party is not a resident of North Carolina give name and street address of
a North Carolina Agent.
Name
Mailing Address
City State Zip
Telephone
Street Address
City State Zip
Telephone
(b) If the Financially Responsible Part 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 Registered Agent
Mailing Address Street Address
City State Zip City State Zip
Telephone Telephone
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 attomey-in-
fact or if not an individual by an officer, director, partner, or registered agent with authority to execute instru-
ments for the financially responsible person ). I agree to provide corrected information should there be any
change in the information provided herein.
Lee Tugwell
Type or print name
Signature
I,
Owner
Title or Authority
Date
/d -! 9-0S'
, a Notary Public of the County of &A r'z_
State of North Carolina, hereby certify that
appeared personally before me this day and being duly sworn acknowledged th&Ahe above form was exe-
cuted by him.
Witness my hand and notarial seal, this of C , 20 0
`,,,,Ntuunnr, ,, 0/,`'
�•;AQ`\frA k9'L- Notary
r aOTgRYti r My commission expires
. AVBLIG
DAWOOROV; rosion & sedq hon UNt" or Financial Responsibility-Owue[ W Form
'''•lot.9E C0 `

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GREEN ENGINEERING, P.L.L.C.
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT
Post Office Box 6091303 North Goldsboro Street
Wilson, North Carolina 27893
Telephone: [phone] l Fax, 252-243-7489
E-mail: oifice(a-ftreeneng.corn
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GET
t�zon1 r00af. torct s ��a
November 23, 2005
0�
Cewedwicul • E-Ibv.rureninl • Tesivig
TO: Skyco Development
1 Sail Fish Road
Manteo, NC 27954
Attn: Mr. Lee Tugwell
RE: Report of Hydraulic Conductivity Testing
Cypress Cove Camp Ground
Manteo, North Carolina
GET Project No: EC05-335G
Dear: Mr. Tugwell
Pursuant to your request, a representative of GET Solutions, Inc. visited the above stated
site on the date of November 9, 2005. The purpose of our site visit was to perform field
hydraulic conductivity (field infiltration) testing on the existing subgrade soils.
Field Infiltration Testing:
During our site visit, a series of six (6) infiltration tests were performed on the subsurface
soils encountered at the location of borings T-1 through T-6. The infiltration testing was
completed by performing hand auger borings to a depth of approximately 2-feet below the
encountered groundwater level. Following obtaining a relatively static groundwater level
reading, a second hand auger boring was performed adjacent to the initial boring, at a
distance of at least 10-feet. The second hand auger boring was extended to a depth of
approximately 1-foot above the groundwater level previously encountered. 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 10 ml to
100 mi. The records of the infiltration test results are included on attached "Saturated
Hydraulic Conductivity Worksheet(s)". Additionally, the average field test results and the
encountered groundwater levels for each test location are provided in the table on the
following page. The attached "Infiltration Test Location Sketch" provides the approximate
test locations.
504 East Elizabeth Street. Suite 2 - Elizabeth City. NC 27909 - Phone [phone] o Fax [phone]
info C'setsolutionsinc. com

b
Report of Hydraulic Conductivity Testing
Cypress Cove Camp Ground
Manteo, North Carolina
GET Project No: EC05-335G
11 /23/05
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Results (Ksat Values) „
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See Attached Location
5.30E-
T-1
2 7
3 -7
45.$
0.751
Sketch
04
See Attached Location
4.43E-
T-2
2-2
3 -2
38.2
0.627
Sketch
04
See Attached Location
5.30E-
T-3
3 -3
4 -3
45.8
0.751
Sketch
04
See Attached Location
5.85E-
T-4
3'-8"
4`-8"
505.2
8.287
Sketch
03
See Attached Location
6.31 E-
T-5
3'-6"
4'-6"
54.5
0.894
Sketch
04
See Attached Location
4.74E-
T-6
1'-10"
2'-10"
40.9
0.671
Sketch
04
Depths noted above are referenced from the varying existing site grade elevations at the 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.
� W
GeraiVV. Stalls Jr., I.T. Camille A. Kattan, P.E.
Senior Project Manager Principal Engineer
NC Lic. # 14103
Attachments: Infiltration Test Location Sketch
Saturated Hydraulic Conductivity Worksheet(s)
Copies: (3) Client
2 GET

EXISTING
POND
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C� 11h
NC R❑UTE 64/264
LEGEND
} — APPROXIMATE LOCATION OF HAND AUGER
BORINGS AND INFILTRATION TESTING
00 T-4
—'o
otechnlcal
n�annental
Project NnMeL
CYPRESS COVE SUBDIVISION
MANTEL. NORTH CAROLINA
Project No.r EC05-335T
Drawn By, GVS
Te
SQ'1`Iting
utions. Inc.
Date, 11/28/05
Figure No., I
INFILTRATION TEST
SCALE-
L❑CATI❑N SKETCH
NOT TO SCALE

G E rr Solutions, Inc.
SATURATED HYDRAULIC CONDUCTIVITY WORKSHEET Sheet No.: 1 of 1
Project Name.: Cypress Cove
Parcel ...............: Northeast Corner of Development
Terminology and Solution
Boring No......: T-1
Date .................: 11/9/2005
Ksat : Saturated hydraulic conductivity
Investigators.: G. Stalls, E.I.T.
File Name.........: EC05-335T
Q: Steady-state rate of water flow into the soil -
Boring Depth.: 2'-7"
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-1(Hlr) - r2/H2+1 .5 + r/H 1(2 H2) [Glover Sal
VOLUME
ml
Volume Out
ml a
TIME
hr:min:sec a!
Elapsed Time •
Flow Rate Q
milmin) [a!b]
---------------- Ksat Equivalent Values---------------
hr:min:sec
min b
(cmlmin(cm/sec)
(cm/day)
in/hr
ftlda
196D
y.Y ri
-;:,: :� 4.., s �
-
3:53:OD PM
-f,�:. 1fTi-'`•'ri'.
m-. ,, :-tg,� .'S�a , ...r}<�i
FfT+x ,i:"i3 -.
N.�,'s <��� _X ,
.rP
i� a�k`,;:.� �*�'��
. ��5,... �; .
0_'1...fE wi4-,t-
E.YIf"'1
n}%.a� r.�
.`4')�-iS�eJ..
I`I •.S
---�2.239
L''3:'._
��--
1950
10
3:53:02 PM
0:00:02
0.03
300,00
0.095
1.58E-03
136.5
4.48
1940
10
3:53:05 PM
0:00:03
0.05
200.00
0.063
1.05E-03
91.0
1.493
2.99
1930
10
3:53:09 PM
0:00:04
0.07
150.00
0.047
7-90E-04
68.2
1.120
2.24
1920
_ 10
3:53:13 PM
0:00:04
0.07
150.00
0.047
7.90E-04
68.2
2.24
1910
10
3:53:18 PM
0:00:05
0.08
120.00
0-038
6.32E-04
54.6
_1.120
0.896
_ _
1.79
1_900
10
3:53:23 PM
0:00:05
0.08
120.00
0.038
6.32E-04
54.6
0.896
1.79
_
1890
_
10
3:53:30 PM
0:00:07
0.12
85.71
0.027
4-51 E-04
39.0
_
0.640
_ _
1.28
1880
_ �- 10
- 3:53A1 PM
- 0:00:11
_ 0.18
54.55
0.017
2.87E-04
24.8
0.407
_ _
0.81
1870
10
3:53:50 PM
0:00:09
0.15
66,67
0-021
3.51 E-04
30.3
0.498
1.00
1860
_
10
3:53:59 PM
0:00:09
0.15
66.67
0.021
3.51 E-04
30.3
_
0.498
- 1.00
1980
3:55:12 PM
19_70
3:55:19 PM
0:00:07
0.12
85.71
0.027
4.51 E-04
39.0
0.640
1.2_8
_
19_60
_10
10
_
3:55:28 PM
0:00:09
0.15
66.67
0.021
3.51 E-04
30.3
0.498_
A_0
- 1950
10
3:55:38 PM
0:00:10
0.17
60.00
0,019
3.16E-04
27.3
0.448
_1
0,90
- -- 1940
- - 10
3:55:50 PM
0:0012
0.20
50.00
0,016
2.63E-04
` 0.373
�-
- 0.75
1930
10
- 3:56:00 PM
0:00:10
0.17
60.00
0.019
3.16E-04
_22.7
27-3
0.448
0-90
1920
10
3:56:11 PM
0:00:11
0-18
54-55
0.017
2.87E-04
24.8
0.407
0.81
1910
10
3:56:21 PM
0:00:10
0.17
60.00
0.019
3.16E-04
27.3
0.448
0.90
_ 1900
_
10
3:56:31 PM
0:00:10
0.17
60.00
0.019
3.16E-04
27.3
0.448
0.90
Natural Moisture:
Init. Satur.Time: 3:50:00 PM
ESTIMATED FIELD (SAT:
0,032
5.30E-04
45.81
0.7511
1.50
Texture/Class if: SM with
organics
Consistency: Medium Dense
Depth to an Impermeable Layer: NIA
Notes: NIA = Not Applicable
Groundwater Level Encountered at 3'-
7" below existing grade
Structure/Fabric:
Slo elLandsc:
Depth to Bedrock ...................: NIA
ksalReportl,xls Precision Permeameter1m Rev. 4151002

G E T Solutions, Inc.
SATURATED HYDRAULIC CONDUCTIVITY WORKSHEET Sheet No.: 1 of 1
Project Name.: Cypress Cove
Parcel ...............: Southeast Corner of Development
Terminology and Solution
Boring No......: T-2
Date .................: 11/9/2005
Ksat : Saturated hydraulic conductivity
Invests ators.: G. Stalls, E.I.T.
File Name.........: EC05-335T
Q: Steady-state rate of water slow into the soil
Boring Depth.: 2'-2"
JWCLI Base. Ht. h: 15.0 cm
K. 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 = 0(sinh-1(H/r - r21H2+1 ,5 + rIH) / 2pH2) Glover Soh
VOLUME
ml
Volume Out
ml a
TIME
hr:min-.sec al
Elapsed Time
Flow Rate Q
mllmin alb(cm/min)-
------------------- Ksat Equivalent Values ------------------
hr:min:sec
min b
(cm/sec)
cmlda
inlhr
ftlda
1 .."h ..
4:28:00 PM
�iI.,fi
"r '?;?x
#-: _:'tv ... 3 ..:
.. sa. -<
sQvv..>;_n
:£=,.
Y
rr'.1';.iv:k�xs-
1940
10
4:28:05 PM
0:00:05
0.08
120,00
0,038
6.32E-04
54.6
0.896
1.79
1930
10
4:28:11 PM
0.00:06
0.10
100.00
0.032
5.27E-04
45.5
0.746
1.4_9
-"" 19_20
--- -"- 10
4:28:18 PM
0:00:07
_
0.12
85-71
0.027
4.51E-04
39.0
- 1.28
1910
10
- 4:28:25 PM
- 0:00:07
0.12
85.71
0,027
4.51 E-04
39.0
_0.640
0.640
1.28
19_00
10
4:28:32 PM
0:00:07
0.12
85.71
0.027
4.51E-04
39.0
0.640
1-28
1890
_
- 10
4:28:37 PM
0:00:05
0.08
120.00
0,038
6.32E-04
54.6
0.896
1.79
1880
10
4:28:43 PM
0:00:06
0.10
10000
0.032
5.27E-04
45.5
0.746
1.49
1870
10
4:28:49 PM
0:00:06
0.10
100.00
0.032
5.27E-04
45.5
0.746
1.49
1860
10
4:28:56 PM
0:00:07
0.12
85.71
0.027
4.51 E-04
39.0
0.640
1.28
1850
10
4:29.02 PM
0:00:06
D.10
100.00
0.032
5-27E-04
45.5
0.746
1.49
. -""-- 1980
-- �- ---"-
-4:32:00 PM
.
1970
10
4:32:07 PM
0:00:07
0.12
85.71
0-027
4.51 E-04
39.0
0.640
1.28
1960
10
4:32:15 PM
0:00:08
0.13
75.00
0.024
3.95E-04
34.1
0.560
- -
1.12
- ---_
-"1950
1940
_
10
4:32:24 PM
0:00:09
0.15
66-67
0.021
3.51 E-04
30.3
0A98
1,00
0.81
10
4:32:35 PM
0:00:11
0.18
54.55
0.017
2.87E-04
24.8
0.407
1930
10
4:32:46 PM
0:00:11
0.18
54.55
0.017
2.87E-04
24.8
0.407
0.81
1920
10
4:32:55 PM
0:00:09
0,15
66.67
0.021
3.51E-04
30.3
0.498
1.00
1910
10
4:33:04 PM
0:00:09
0.15
66,67
0.021
3.51E-04
30.3
0.498
1.00
1900
10
4:33:14 PM
0:00:10
0.17
60.00
0.019
3.16E-04
27-3
0.448
0.90
Natural Moisture:
Init. Satur.Time: 4:26:00 PM
ESTIMATED FIELD KSAT:
0.027
4.43E-041
38.21
0.6271
1.25
TexturelClassif: SM with
organics
Consistency: Medium Dense
Depth to art Impermeable Layer: NIA
Notes: N/A = Not Applicable
Groundwater Level Encountered at 3'-
2" below existing grade
Structure/Fabric:
Slo elLandsc:
Depth to Bedrock ...................: NIA
ksatReportl.xis Precision Permeameter" Rev. 4l51002

G 143 T Solutions, lnc.
SATURATED HYDRAULIC CONDUCTIVITY WORKSHEET Sheet No.: 1 of 1
Project Name.: Cypress Cove
Approx. Center of South Periemter
Parcel ...............: of Development
Terminology and Solution
Boring No......: T-3
Date .................: 11/9/2005
Ksat : Saturated hydraulic conductivity
Investigators.: G. Stalls, E.I.T.
File Name.........: EC05-335T
Q: Steady-state rate of water flow into the soil
Boring Depth.: 3'-3"
WCU Base. Ht. h: 15.0 cm
H: Constant height of water in borehole
Boring Dia.....: 8.3 cm
WCU Susp. fit S: 15.2 cm
r: Radius of cylindrical borehole
Borin Rad. (r): 4.15 cm
Const. Win Ht. H: 30.2 cm
Ksat = Q[sinh-1 H/r - (r2/H2+1).5 + r/H 1 2 H2 Glover Solt
VOLUME
ml
Volume Out
ml a
TIME
hr:min:sec a!
Elapsed Time
Flow Rate Q
mllmin alb
---------------- Ksat Equivalent Values ----------- -------
hr:min:sec
min b
cmlmin
(cm/day)inlhr
ftlda
1900
-_. r':.. r,-::
-. Na rr
4 55 00 PM
-.
ki .� f t r -� �: '�s
< -r 'F?
3''Lka
5 i 4-s-e - %`
sF
Z T
L -^-
�3- sd:
s 't1: S yr,�
�_z
1,w ;4 ii.. -;`i. _`r--t
yk�y:
�3 a
,il. ���'
1800
100
4:55,50 PM
0:00:50
0.83
120.00
0.038
74.94E-04
54.6
0.896
1.79
1700
100
4:56:54 PM
0:01:04
1.07
93.75
0.030
42.7
0.700
1.40
1600
100
4:57:51 PM
0:00:57
0.95
105.26
0.033
5.54E-04
47.9
0.786
1.57
1500
100.
4:58:53 PM
0:01:02
1.03
96.77
0.031
5.10E-04
44.0
0.722
1.44
1400
100
4:59:58 PM
0:01:05
1.08
92.31
0.029
4.86E-04
42.0
0.689
1.38
1300
100
5:00:59 PM
0:01:01
1.02
98.36
0.031
5.18E-04
44.8
0.734
1.47
1800
5:08:00 PM
1750
50
5:08:30 PM
. 0:00:30
0.50
100.00
0.032
5.27E-04
45.5
0.746
1.49
1700
50
5:08:56 PM
0:00:26
0.43
115.38
0.036
6.08E-04
52.5
0-861
1.72
1650
50
5:09*29 PM
0:00:33
0.55
90.91
0.029
4.79E-04
41.4
0.678
1.36
1600
50
5:09:56 PM
0:00:27
0.45
111.11
0.035
5.85E-04
50.6
0.829
1.66
1550
_ 50
5:1028 PM
0:00:32
0.53
93.75
0.030
4-94E-04
42.7
_
0.700
1.40
1 500
50
5:10:57 PM
0:00:29
0.48
103.45
0.033
5.45E-04
47.1
0.772
1.54
1450
50
5:11:29 PM
0:00:32
0.53
93.75
0.030
4.94E-04
42.7
0.700
1.40
1400
1350
1300
50
5:12:05 PM
0:00:36
0.60
83.33
0.026
4.39E-04
37.9
0.622
1.24
1.49
- - -1.66
50
5:12:35 PM
0:00:30
0.50
100.00
0.032
5.27E-04
45.5
0.746
- - - -- 50
_
5:1102 PM
0:00:27
_
0.451
111.11
0.035
5.85E-04
50-6
0.829
Natural Moisture:
lnit. Satur.Time: 4:50:00 PM
ESTIMATED FIELD KSAT:I
0.032
5.30E-041
45.8 1
0.751
1.50
Texture/Class if: SM with
organics
Consistency: Medium Dense
Depth to an Impermeable Layer: N/A
Notes: N/A = Not Applicable
Groundwater Level Encountered at 4'-
3" below existing grade
Structure/Fabric:
Slope/Lands c:
Depth to Bedrock ...................: N/A
ksalReportf.As Precision Permeameteem Rev. 415/002

G E T Solutions, Inc.
-F
SATURATED HYDRAULIC CONDUCTIVITY WORKSHEET Sheet No.: 1 of 1
Project Name.: Cypress Cove
Approx. Southwest Corner of
Parcel ...............: Development
Terminology and Solution
Bonin No......: T-4
Date .................: 11/9/2005
Ksat : Saturated hydraulic conductivity
Investigators.: G. Stalls, E.I.T.
File Name.........: EC05-335T
Q: Steady-state rate of water flow into the soil
Boring Depth.: S-8"
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 Binh-1 Hlr - r21H2+1 .5 f rIH 1 2 H2) Glover Sal
VOLUME-J
-
Volume Out
ml a
TIME
hrmin:sec al
Elapsed Time
Flow Rate Q
------------ ----- Ksat Equivalent Values------------------
cmlmin
(cm/sec)
(cm/day)
inlhr
ftldab
_ k
' � �
5:50i00 PM
xh�r:min:sec
"f" ti
�
_..N 7-. +.c rS
ice- TM [' �i.y %
•tt Y. f"'r
�
i F S' .h
e{'s '.yr R
i -
.k` F we
-
1900
100
5:50:05 PM
0:00:05
0.08
1200.00
0.379
6.32E-03
546.0
8.956
17.91
- -1800
-- 100
5:50:09 PM
0:00:04
0.07
1500.00
0.474
7.90E-03
_
682.5
-� 11.195
- - - 22.39
1700
100
5:5014 PM
0:00:05
0.08
1200,00
0.379
6.32E-03
546.0
8.956
Y17.91
1600
100
5:50:19 PM
0:00:05
0.08
1200.00
0.379
6.32E-03
546.0
8.956
- 17.91
1500
100
5:50:25 PM
0:00:06
0.10
1000.00
0.316
5.27E-03
455.0
7.463
14.9_3
_
1400
_ _
100
5:50:30 PM
0:00:05
0.08
_
1200.00
0.379
6.32E-03
546.0
_
8.956
_
17.91
1300
100
5:50:36 PM
0:00:06
0.10
1000.00
0.316
5.27E-03
455.0
7.46_3
1_4.93
120_0
_
100
5:50:41 PM
0:00:05
0.08
1200.00
0.379
6.32E-03
546.0
_ _
8.956
- 17.91
1100
-� 100
5:50:47 PM
0:00:06
0.10
1000.00
0.316
5.27E-03
455.0
_
7.463
14.93
1000
9D0
100
Y--_ _-100
5:50:54 PM
0:ft07
0.12
857.14
0.271
4.51 E-03
390.0
6.397
12.79
- _ 12.79
5:51:01 PM
0:00:07
0.12
857.14
0-271
4.51 E-03
_
390.0
- 6.397
Natural Moisture:
Init. Satur.Time: 5:40:00 PM
ESTIMATED FIELD KSAT:j
0.351
5.85E-03
505.21
8.287
16.57
TexturelClassif: SM with
organics
Consistency: Loose to Medium
Dense
Depth to an Impermeable Layer: NIA
Notes: NIA = Not Applicable
Groundwater Level Encountered at 4'-
8" below existing grade
5tructurelFabric:
SlopelLandsc_
Depth to Bedrock ...................: NIA
ksatReportlAs Precision Permeametee� Rev, 415/002

G E T Solutions, Inc.
SATURATED HYDRAULIC CONDUCTIVITY WORKSHEET Sheet No.: 1 of 1
Project Name.: Cypress Cove
Approx. Northwest Corner of
Parcel ...............: Development
Terminology and Solution
Boring No......: T-5
Date .................: 11/9/2005
Ksat: Saturated hydraulic conductivity
Investigators.: G. Stalls, E.I.T.
File Name.........: EC05-335T
Q: Steady-state rate of water flow into the soil
Boring Depth.: T-6"
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-1(H/r) - r2/H2+1 .5 + r/H 1 2pH2) [Glover Soll
VOLUME
rnl
Volume Out
m1 a
TIME
hr:minaec al
Elapsed Time
Flow Rate Q
mllmin alb
------------------- Ksat Equivalent Values ------------------
hr:minaec
min b
(cm/min)
cmisec
crn/da
inlhr
ftlda
2000
{-. i, }
6:49:30 PM
Ni,,. :;` y �� of �sE
_ . _." x
�' .:ry�, -� r_�+�)'s3n
+ sexy � �
•.2 -.
;'. j ._..:,
x
r
Kw
rr
1950
50
6:49:47 PM
0:00:17
0.28
176.47
0.056
9.29E-04
80.3
1.317
2.63
1900
50
6:50:12 PM
0:00:25
0.42
120.00
0.038
6.32E-04
54.6
0.896
1.79
1850
50
6:50:42 PM
0:00:30
0,50
100.00
0.032
5-27E-04
45.5
0.746
1.49
1800
50
6:5110 PM
0:00:28
0.47
107.14
0.034
5.64E-04
48.7
0,800
1,60
1750
50
6:51:29 PM
0:00.19
0.32
157.89
0,050
8.31 E-04
71.8
1.178
2.36
1700
50
6:52:05 PM
0:00:361
0.60
83,33
0.026
4.39E-04
37.9
0.622
1.24
1650
50
6:52:31 PM
0:00:26
0.43
115.38
0.036
6.08E-04
52.5
0.861
132
1600
50
6:52:58 PM
0:00:27
0.45
111 A 1
0.035
5.85E-04
50.6
0.829
1550
50
6:53:26 PM
0:00:28
0-47
107-14
0.034
5.64E-04
48.7
0.800
_1.66
1.60
Natural Moisture:
Init. Satur.Time: 6:45:00 PM
ESTIMATED FIELD KSAT-.1
0.038
631 E-041
54.51
0.8941
1.79
TexturelClassif: SM with
organics
Consistency: Loose to Medium
Dense
Depth to an Impermeable Layer: N/A
Notes: N/A = Not Applicable
Groundwater Level Encountered at 4'-
6" below existing grade
SlructurelFabric:
Slope/Landsc:
Depth to Bedrock.. ... ...... NIA
ksatReport1.xts Precision Permeameter°ni Rev. 415/002

G E `h Solutions, Inc.
-F
SATURATED HYDRAULIC CONDUCTIVITY WORKSHEET Sheet No.: 1 of 1
Project Name.: Cypress Cove
Approx- Center of North Perimeter
Parcel ...............: of Development(Roadway Island
Terminology and Solution
Boring No......: T-6
Date................... 11/912005
Ksat : Saturated hydraulic conductivity
Investigators.: G. Stalls, E.I.T..
File Name.........; EC05-335T -
Q: Steady-state rate of water flow into the soil
Boring Depth.: 1'-10"
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 Binh-1 Hlr - r2/H2+1 .5 + r1H 1 2 H2)� Glover Solt
VOLUME
Volume Out
(in Ia
TIME
hr:min:sec a!
Elapsed Time
Flow Rate Q
mllmin alb(cm/min)
------------------- Ksat Equivalent Values ------------------
hr:min:sec
min b
(cm/sec)
(cm/day)
inlhr
ft/da
1800
__ _ 1y .��_
.' ff' 2+'i vRe
�;,,�m .,_;_
7:40:00 PM-
.i Y 2-4
xs. - 1 "'R
--t .vim .r .E3' ?;•
1ra R'Tfi'-
`L,'-t
µ'.
1 -
1790
10
7.40:07 PM
0:00:07
0.12
85.71
0.027
4.51 E-04
39.0
0.640
-
1.28
1780
1770
1760
10
7:40:12 PM
0:00:05
0.08
120-00
0.038
6.32E-04
54.6
0.896
_
1.7_9
10
- - ~ 10
7:40:19 PM
0:00:07
012
85.71
0,027
4.51 E-04
39.0
0.640
_ _
1.28
7.40:26 PM
0:00:07
0.12
85.71
0.027
4.51 E-04
39.0
0.640
1750
- 10
7:40:33 PM
0:00:07
0.12
85.71
0.027
4.51 E-04
39.0
0.640
1J28
1740
10
7:40:40 PM
0:00:07
0.12
85.71
0,027
4.51 E-04
39.0
0,640
1_28
1730
10
7:40:46 PM
0:00:06
0.10
100.00
0.032
5.27E-041
45.5
0.746
1.49
17_20
_
_ _10
7:40:53 PM
_ 0:00:07
0.12
85,71
0.027
4.51E-04
39.0
_
0.640
_
1.28
1710
10
7:41:00 PM
0:00:07
0,12
_
85.71
0.027
4.51 E-04
39.0
0.640
_ _
1-28
1700_
_ 10
7:41:06 PM
0:00:06
0-i0
100.00
0,032
5.27E-04
45.5
0.746
1._49
1690
10
--_ -10
7:41.13 PM
0:00:07
0.12
85.71
0.027
4.51 E-04
39.0
0.640
_
1.28
16_30
_ -
7:41:20 PM
0:00:07
0.12
85.71
0.027
4-51 E-04
39.0
-_ - 0.640
y- 128
1670
10
7:41:26 PM
0:00:06
0.10
100.00
0.032
5.27E-04
45.5
0.746
1.49
1660
1650
10
10
7:41:33 PM
0:00:07
0.12
85.71
0.027
4.51 E-04
39.0
0.640
1.28
1.12
7:41:41 PM
0:00:08
0.13
75-00
0.024
3.95E-04
34.1
0.5_60
1640
10
7-.41:47 PM
0-.00:06
0.10
100.00
0.032
5.27E-04
45.5
_ _
0.7_46
_ _
1.4_9
_
1630
-_- 10
7:41:55 PM
0:00:08
0.13
75.00
_
0-024
3.95E-04
34.1
0.56_0
_
1.12
1620
10
7:42:01 PM
0:00:06
0-10
100.00
0.032
5.27E-04
45.5
0.746
�1.49
1610
-- 10
7:42:08 PM
0:00:07
0.12
85.71
0-027
4.51 E-04
39.0
0.640
- 1.28
_ 1 600
- -- - --- 10
7:42:15 PM
0:00:07
0.12
85.71
0.027
4.51 E-04
39.0
_
0.640
--- -^ 1.28
Natural Moisture:
Init. Satur.Time: .7:30:00 PM
ESTIMATED FIELD KSAT:
0.028
4.74E-04
40.91
0.671
1.34
TexturelClassif: SM with
organics
Consistency: Medium Dense
Depth to an Impermeable Layer: N/A
Notes: NIA Not Applicable
Groundwater Level Encountered at 2'-
10" below existing grade
Structure/Fabric:
Slo a/Landsc:
Depth to Bedrock ...................: NIA
ksatReportl.xts Precision Permeameter' Rev. 4/51002

N
C200509600576
LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY:
SKYCO DEVELOPMENT CO. LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0455963
S OS I D: 0455963
Date Filed: 416I2005 10:38:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200509600576
FEDERAL EMPLOYER 10 NUMBER: 562086245
NATURE OF BUSINESS:
CONTRACTOR
REGISTERED AGENT: �� L.�NN Fu TR aL—
REGISTERED OFFICE MAILING ADDRESS: L P LS p 1�-1 5 0 lz
A-l} •&-v ! q C 2—
REGISTERED OFFICE STREET ADDRESS:
SIGNATURE OF THE NEW REGISTERED AGENT:
IGNATURE CONSTITUTES CO SENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER:
PRINCIPAL OFFICE MAILING ADDRESS: (2 5 2) 4 7 3- 3 7 0 0
MANTEO, NC 27954
PRINCIPAL OFFICE STREET ADDRESS: 1 SAILFISH DRIVE
MANTEO, NC 27954
MANAGERS/M£MBERWRGANIZERS:
SEE STATEMENT 7
Name: Name: Name:
Title., Title: Title:
Address: Address: Address:
City: City: City.,
State: ZIP. State: ZIP. State: ZIP. -
CERTIFICATION OF ANNUAL REPOR BE COM LETED PAM �LtABILITYOMPANIES
FOR UST SI MAJ I GERIMM fBER DATE
Cj �.r`N� P� RZLI MANAGING MEMBER
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200.00 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525
409231
01.21.05

C200509600576
SKYCO DEVELOPMENT CO. LLC 56-2086245
NC ANNUAL REPORT MEMBERS NAMES AND ADDRESSES STATEMENT 7
GLENN E. FUTRELL
9407 BARTONS CREEK ROAD
RALEIGH, NC 27615
SKYCO AIRPORT, LLC
ATTN: JOHNNIE ROBBINS
P.O. BOX 1675
KILL DEVIL HILLS, NC 2794E
STATEMENT(S) 7

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7
Ja-1Lart 19, -011_
','.,-%co Det'eiooment Company
�ailri_tl Point
SLbieot: SFC rr!'.%t'__e.' R,et'!Lil" SW-060! Oa
Dar; Co un-, .
Dear NL. Tu,+tell:
Tnl_ office received a CoaSial Storni%va[er oe-mit aP Dlan_� for ine :i.i2:; Drol.�t oil
ianuary ! O. ,OOb. A Drei'minan- rev'ew of the Droi2,: indleafe= Defore a S[aie Sior*lita[�'
:e i=_Ue-i the follott'in,-, addiuonal information is neeOe_7.
=ollowintr ai=,:LSSIon= on Site todat" the _ in :!F ailon Da_-:': `•t iii now be Fied ,1 2e:ne" anu
one infiltration basin. Please Submii a nat-a::'.e. D:.'.n_. ._.: :<"lion_ anu lnFiiF �t:�n SUD�ie i2 E
70MI showing Fm_ innocirlcation.
P".oi io the ln. _',ie :'.::El?, .oda`,' the"
llowinc� !te:%_ ... . 'a... m i12_Q DF :Jr ::aoR$ and, Mat'
!7roDoEa!:
_L DD eni .O rnl- .o �Orrespond io :.- mo=t . t' a �L. a i :.z.
_'a_!- oe COil[lnl!e aIC' :Iie .__.K
^t Dire.
.a= Drot'etal! �-! u:e 'iunction o1'e�
.Ltaied f:!Eers.
?le _e Drot'i�e L:F?il� for Fhe t',a�tated :ilFe' ;.-I'ttt'
P!ea e prof ;u: S.= -t paPer auach :t.-. 1115r:n2 :-.... Deg ioii_ a'.at _ S
"IaII_ _�' F:'?ai ! mat =..F3�i. to i!1: D2r
P'ea=.' Dry''„L� Erie 013 _-u bo[ Om elet'ail0I1L i'le Ir:ii!i'a..t.. Da�in -.:etallc�l.
t'eriTt" and ;Orc.. iha1 be-a115e of the ='dIt'on of D!DZ and s:devta!:i -'re len a-,Ih = oI
.nt- :indiviu'ua! Da=inS --a- v :ioi add LID tO L: ".. ;1'.: in ine :al,:l:!ations � :u
:0D1emen, t :arm._.
,?!ea_e Drotde additional inforrna::gin re: -emwe:
Review Prozrarr, of jlIDIAO0 bt' check made '.-able DE R-'.
w.
or ^ Caro
,laturar
Ca7r.. a Divi.ion of '. ate; nra it%' a bins:on ;Zz�ional Orii:: ?:-onc '.=, - C 9-6 9_ 1 C.--tome,
t,-_ It `:hkmon Souare ashinn)r.- .`T_ _ ti4

The above requested information must be re.ei\ ed in :his o :ice prior to Jan uary;U. ,006 or your
aDDltcatton will be returned as incur nine. The - wr, of this nrtie:t will necessitate resubminal of all
required items including, the appikation Re. 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
add ress.
You should also be aware that the 5tormwater Rules require that the permit be issued prior to any
de`."elocrnent activir ". Construciion wiihiut a ze m, it is a %iotatics- ,I ifA NC_aC :H.i.000 and North
Carolina General Statute 14 -=15.1 and may resuAin c M I of up to S 10.000 per day.
Please reference the Storm"wr Pro_ie.: Number .= oN, on all correspondence. It you have
questions. please feel i ee to contact me at (=5:)
Sincerek
X,
41
inson
_nvironmen ai SOeer
1% ashireion Re nor.... 011,
cc: Leo Green. IIi. PE
vilina:on Restonat Vice