SW7110201_HISTORICAL FILE_20201021

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
Swot/
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
October 21. 2020
Dare County Board of Education
Attention: Mr. Russ Gurganus, Facilities Director
P.O. Box 1508
Nags Head, NC 27959
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7110201
Buxton Affordable Teacher Housing
Dare County
Dear Mr. Gurganus:
vv'[�'e
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7110201 for a stormwater treatment system consisting of an
infiltration basin serving Buxton Affordable Teacher Housing located at 47730 Buxton
Backroad, Buxton, NC expires on February 14, 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. Permit application forms for renewal can be found on our website at:
https://cleq.nc.Eov/about/clivisions/enerov-mineral-land-resources/enerav-mineral-land-
rules/stormwater-uroaram/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.thorpeCa?ncdenr.gov.
Sincerely,
111
Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality i Division of Energy. Mineral and Land Resources
Washington Regional Office i 043 Washington Square Mall i Washington. North Carolina 27880
Q�
251..g46.6431

E)(PRESS Volumetric Runoff Calculations
Simple Method
FEB 0 4 2011
14C ®ENIR
Project Name : Buxton Affordable Teacher Housing
INFILTRATION BASIN DRAINAGE AREA
Basin Information
existing
1,602
0
0
1,731
0
0
0
3,333
existing (to
remain)
1,602
0
0
1,272
0
0
0
2,874
proposed
(additional)
7,235
0
4,140
Z070
0
0
0
13,445 1
Receiving Stream Name
Receiving Stream Class & Index Number
SA, HWQ
Drainage Area
60,662 SF
Existing Impervious Area
2,874 SF
Proposed Impervious Area
13,445 ✓ SF
% Impervious Area (total)
26.9%
Impervious surface Area
On -site Buildings or Lot BUA
8,837 SF
On -site Streets
0 SF
On -site Parking
4,140 SF
On -site Sidewalks
3,342 SF
Other on -site
0 SF
Future
0 SF
Off -site
0 SF
Total
16,319 SF
Runoff Calculations (Simple Method)
NCDENR
1yr/24hr (pre)
1yr/24hr (post)
Design Runoff (in)
1.5
3.9
3.9
Total Area (so
60,662
60,662
60,662
Coverage
26.9%
5.5%
26.9%
R(v)
0.292
0.099
0.292
Rainfall Volume
2,215
1,961
5,759
NCDENR 1.5 : 2,215
NCDENR Pre/Post 3,798

STORMWATER MANAGEMENT CALCULATIONS = INFILTRATION BASIN DESIGN
Project
Drainage Area
Infiltration Basin
Infiltration Basin Information
Storage Elevation:
Bottom of basin:
Buxton Affordable Teacher Housing By: 31-Jan
1 Date : MJM
elevation area
(msl) (9f)
5.0 ,479
3.0 2,379
1
ESHWT Elev.:
0.8
-(msl)
Permeability:
6.0
(in/hr)
Available Storage Volume:
7,858
(cf)
Required NCDENR Volume:
7,597
(cf) (twice pre -post)
NCDENR Drawdown
Calculations
Average Hydraulic Gradient:
1.5
(ft/ft)
Drawdown Rate:
0.794
(cfs)
NCDENR Drawdown Time:
0.11
Days
Prepared by Albemarle and Associates, Ltd.

Peak Runoff Calculations
Project Name
Buxton Affordable Teacher
Drainage Area = 1.39 (ac)
opment Runoff Rate (excluding storage c
Area "C"
(ac)
Impervious Area
On -site Buildings or Lot BUA
0.20
On -site Streets
0.00
On -site Parking
0.10
On -site Sidewalks/Concrete
0.08
Other on -site
0.00
Pervious Area
Remaining
1.02
Total: 1.39
Design Event :
Weighted Runoff Coefficient:
Average Intensity:
Postdeveloped Peak Discharge:
year
1
0.41
0.163
0.092
Predevelopment Runoff -Rate (excluding
Area
(ac)
Impervious Area
On -site Buildings or Lot BUA
0.04
On -site Streets
0.00
On -site Parking
0.00
On -site Sidewalks/Concrete
0.04
Other on -site
0.00
Pervious Area
Remaining
1.32
Total:
1.39
Design Event :
year
1
Weighted Runoff Coefficient:
0.24
Average Intensity:
0.163
Predeveloped Peak Discharge :
0.055
1.00
0.95
0.95
0.95
0.95
t11KII
hour
24
(in/hr)
(cfs - into
„C„
1.00
0.95
0.95
0.95
0.95
0.20
hour
24
(in/hr)
C'A
0.20
0.00
0.09
0.07
0.00
Cr1Ki,
0.57
depth
3.9
C'A
[NVU.
0.34
depth
3.9
Postdeveloped Peak Discharge: 0.112 (cfs - see calculations from BMP)

All
lbemarle
& ASSOCIATES, LTD.
February 3, 2011
NCDENR - Division of Water Quality EXPRESS
943 Washington Square Mall FEB 04 2011
Washington, NC, 27889
NC DENR
ATTN: Ms. Lyn Hardison
RE: Stormwater Permit Submittal — Express Review Program
Buxton Affordable Teacher Housing, Dare County, North Carolina
Dear Ms. Hardison:
Included within this package is the stormwater management permit application submittal
for the Buxton Affordable Teacher Housing in Dare County. The project is a high density
(20 coastal counties) site plan and is to be reviewed within the express permit program
along with the Erosion and Sedimentation Control submittal. Included with this submittal
is the following:
• SWU-101- Stormwater Management Permit Application Form (original + 1 copy)
Express Review Fee ($4,000)
• Stormwater Management Narrative
• 8 1/2" x1 V USGS map w/ site identification
• Deed
• Soils Narrative w/ boring log and NRCS soils map
• Infiltration Basin 1
o Supplement
o runoff calculation
o basin calculations
o O&M agreement
Land Planning - Engineering- Surveying- Environmental- Construction Management
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, North Carolina 27948
Phone: [phone] www.AlbemadeAssociates.com Fax: [phone]

Lyn Hardison
February 3, 2011
Page 2 of 2
• Drawings
o C101 - Erosion & Sediment Control Plan (signed 2/2/11)
o C201 - Site Plan (signed 2/2/11)
o C202 -Site Details (signed 2/2/11)
o C301 —Grading and Drainage Plan (signed 2/2/11)
Thank -you for assisting us with this endeavor. If you have any questions pertaining to
this submittal, please do not hesitate to contact me.
cc: File 06896E (350)
Jim Winebarger, Dare County Board of Education

For DENR Use ONLY
Reviewer: (.( P, A.
North Carolina Department of Environment and suemir,�
Natural Resources
NCDENR Request for Express Permit Review Time
Confirm'.
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.296-4698;alison.davidsong(,ircdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee ri)ncdenr.gov
• Mooresville & -Patrick Grogan 704-663.3772 or patrick.grogannp ncdenr.gov
• • Washington Region -Lyn Hardison 252.946-9215 or lvn.hardisonpncdenr.gov
• Wilmington Region -Janet Russell 910-350.2004 or janet.russell(a).ncdenr.gpV
NOTE. Project application received after 12 noon will be stamped in the following work day.
Enter Related SW
Permits of request
SW
SW
SW
SW
SW
Project Name: BUXTON AFFORDABLE TEACHER HOUSING County: DARE
Applicant: DARE COUNTY BOARD OF EDUCATION Company: DARE COUNTY BOARD OF EDUCATION J�11 1 I GLG I
Address: PO BOX 1508 City: NAGS HEAD, State: NC Zip: 27959-_
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical Location:SOUTH NC-12 INTO BUXTON TURN LEFT ONTO SR1232 AND PROCEED WEST APPROX. 3/4 MILES SITE IS ON THE RIGHT W/ A'HATTERAS
HURRICANES SOCCERSIGN
Project Drains into PAMLICO SOUND waters — Water classification SA (for classification see-http://h2o.enr,state.nc.us/bims/reports/reportsWB.html)
Project Located in PASOUOTANK River Basin. Is project draining to class ORIN waters? N , within V22 mile and draining to class SA waters Y. or within 1 mile
and draining to class HOW waters? Y EXPRESS
Engineer/Consultant: MIKE MORWAY Company: ALBEMARLE AND ASSOCIATES L�pAPO'11ESS
Address: PO BOX 3989 City: KILL DEVIL HILL, State: NC Zip: 27948-_
Phone: [phone], Fax: [phone], Email: [e-mail] FEB 04 2011
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWO, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland ( linear ft o r acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rni ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
❑ High Density -Detention Pond # Treatment Systems ® High Density -Infiltration 1 #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ❑ Erosion and Sedimentation Control Plan with 12 acres to be disturbed.(CK If 1 (for DENR use)) 1,$ 1:3 e_�
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both Scoping and express meeting request)
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
For DENR use
Fee Split for multiple permits: (Check # I (i 1
Buffer Impacts: ❑ No ❑ YES: ac re(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Total Fan Amount S
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
1 Variance (❑ Mal; [:1 Min)
$
SW (® HD, ❑ LD, ❑Gen)
$ .%np
401:
$
LQS -
$ gID7.=
Stream Deter,_
$
NCDENR EXPRESS March 2009

m be arle
& ASSOCIATES, LTD.
Buxton Affordable Teacher Housing
Stormwater Management Narrative
prepared for the
Dare County Board of Education
510 Budleigh Street, Manteo, NC, 27954
January 31, 2011
Existing Conditions: The Dare County Board of Education owns a 5.06-acre site in
Buxton on Hatteras Island in Dare County. The parcel was previously developed by
the U.S. Weather Bureau and used as a weather station. There is an existing 2 story
block structure and garage on the site as well as several foundations that remain
from the previous use. More recently, a soccer field used by Cape Hatteras
Secondary School and Dare Parks and Recreation Department was constructed on
the rear of the site along with a concession stand serving the field. The parcel is
transected by Buxton Backroad (NC — SR1232), and the majority of the site is on the
north side of the roadway along with the existing and proposed uses. The remaining
portion on the south side of the roadway contains some existing concrete from
previous uses but is otherwise undeveloped and used only as a green space / rest
area adjacent to a pedestrian walkway along Buxton Backroad. The Natural
Resource Conservation Service Soil Survey for Dare County has mapped the soils
on the site to consist primarily of Fripp Fine Sand (FrD). Infiltration rates for these
sandy soils is typically between 6 and 20 inches per hour. The majority of the site is
between 5.0 and 8.0 feet above mean sea level (NAVD 1988). An existing wooded
buffer is found along the property lines, where the site slopes to lower elevation. The
property is within a flood zone of "AE-T and "X", and is within '/z mile of the Pamlico
Sound (SQ, HQW & stream index 29-40.5).
Proposed Development: The Dare County Board of Education intends to build a
twelve (12) unit multifamily apartment in order to provide affordable housing for Dare
County teachers employed at the Cape Hatteras Elementary and Secondary
Schools. The structure will be built along the front of the site. Construction will
include additional paving to accommodate 20 new parking spaces (along an existing
drive aisle), a new picnic pavilion for resident use as well as an on -site septic system
to serve the new building. The Dare County Water Department will supply the project
with water. Existing vegetation will be preserved as much as practical in order to
maintain the buffer from adjacent properties. The project area has been reviewed
and found not to contain wetlands.
Lend Planning - Engineering - Surveying - Environmental - Construction Management
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, North Carolina 27948
Phone: [phone] w AlbemadeAssociates.com Fax.: [phone]

Teacher Housing Project
Stonnwater Management Narrative
January 31, 2011
Page 2 of 2
NCDENR Permitting Compliance: The site is being developed in accordance with
the High Density Stormwater Management Option, meeting the requirements for the
20 coastal counties for areas within '/2 mile of SA waters. Runoff from the new
impervious coverage is being collected via curb and gutter and roof drains and
directed to a closed drainage system that conveys this runoff to the rear of the
building and into an infiltration basin. Due to existing grades and the lack of an
actual "outlet' to bypass runoff, the infiltration basin is being sized to accommodate
twice the design storm. Runoff in excess of the basin volume will overflow to the east
through and existing wooded and vegetated area towards the property line. A low
area along this line functions as a swale and will convey runoff toward an existing
canal to the north
Per NCDENR regulations for the 20 coastal counties, the site must manage the
design storm volume resulting from 1 '/2" of rainfall. The work associated with this
project proposes to increase impervious coverage of approximately 11,583 sf (from
27,288 sf to 38,871 sf.) The infiltration basin and drainage system have been
designed to collect runoff from approximately 60,662 sf of the site, collecting runoff
from approximately 16,319 sf of new and existing impervious area.
Since the site is also located within '/2 mile of SA classified waters, the increase in
runoff resulting from the lyr, 24 hour rainfall event (3.9" per NOAA) determined
when comparing predevelopment vs. postdevelopment conditions must also be
considered. This value has been calculated to be_3.,798 cf, and therefore controls
design. Due to the fact that site conditions prevent a bypass to be incorporated into
this design, twice this volume will be managed within the infiltration basin.
In addition to the infiltration basin, runoff from portions of the new building and
concrete are also routed into a raingarden located along the front of the building. An
overflow has been placed within the basin that will convey excess runoff into the
infiltration basin. The raingarden is being provided as an additional measure, and is
not represented within the calculations or permit conditions.

SCALE 1:24000
0
00 WOO 3000 4000 SOOD 6000 70DO FEET
.5 0 I KILOMETER
3�=+-
1 MILE
Primary
hard Sur
Seconda
hard sur
CONTOUR INTERVAL 5 FEET N,c
)NAL GEODETIC VERTICAL DATUM OF 1929
IWN REPRESENTS THE APPROXIMATE LINE Or MEAN HIGH NATER
AVERAGE RANGE OF UOE IS APPROXIMATED 16 FEES QUADRANGLE LO:ATION

FEB 04 2011
Buxton Affordable Teacher Housing
Soils Narrative
prepared for the
Dare County Board of Education
January 31, 2011
Existing Conditions: The 5.06 acre site owned by the Dare County Board of
Education was previously developed by the U.S. Weather Bureau and used as a
weather station. More recently, a soccer field used by Cape Hatteras Secondary
School and Dare Parks and Recreation Department was constructed on the rear of
the site along with a concession stand serving the field. These site developments
have left the site largely cleared, graded and/or otherwise improved. Existing
vegetation is heavy along the east and west property lines and elevations drop 3 - 4
feet above sea level. Previously existing grades on the (prior to development) are
not know and therefore the potential that fill has been brought onto the site is likely.
Three soil borings were taken throughout the site to a depth of approximately five
feet. Each boring revealed sand with virtually no organic or clay material. Although
the region had experienced heavy rain over the previous 36 hours, the material
within each boring was only slight damp. In borings #1 & #3, virtually no variation in
color or dampness was observed until a depth of approximately 54" had been
reached. Based upon soil coloration and wetness, the estimate seasonal high water
table is near one foot above mean sea level, with very little seasonal fluctuation.
Boring #2 did reveal an area of grey sand that could potentially indicate a slightly
higher water table if the soils encountered were native. However, this was likely
previously imported fill material, as it does not match either other boring nor the soils
description for fripp, and groundwater was encountered approximately 18" below the
upper limits of the grey sand.
Infiltration Basin
A single infiltration basin has been chosen for this site due to the excellent suitability
of the soils, available space and contributing drainage area. The basin is along the
north end of the site at the location of soil boring #3. The hydraulic gradient is
expected to move to the north towards a nearby canal that ultimately connects to the
Pamlico sound. In order to meet a two -foot separation to the ESHWT, the bottom of
the basins is being set to 3.0' above MSL. A previously excavated area exists within
this footprint. This area was excavated to a depth just below the proposed bottom of
basin. Despite the previous rainfall, the area was not holding water or exhibiting
saturated characteristics.
Land Planning — Engineering — Surveying — Environmental — Construction Management
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, North Carolina 27948
Phone: [phone] w ..AlbemadeAssociates.com Fax: [phone]

06896E - Teacher Housing Project
Soil Boring Log
Soil Borin
Depth
B-1
B-2
B-3
Brown sandy
Brown sandy
Tan sand
0" to 6"
topsoil
topsoil
(medium
texture
Dark tan sand
Tan sand
Tan sand
6" to 12"
(medium
(medium
(medium
texture)
texture)
texture
Dark tan sand
Tan sand
Tan sand
12" to 18"
(medium
(medium
(medium
texture)
texture)
texture
Dark tan sand
Tan sand
Tan sand
18" to 24"
(medium
(medium
(medium
texture)
texture)
texture)
Tand Sand
Light tan sand
Tan sand
24" to 30"
(medium
(medium
(medium
texture)
texture)
texture)
Tand Sand
Light tan sand
Tan sand
30" to 36"
(medium
(medium
(medium
texture)
texture)
texture)
Tand Sand
Tan sand
36" to 42"
(medium
Grey sand
(medium
texture)
texture)
Tand Sand
Tan sand
42" to 48"
(medium
Grey sand
(medium
texture)
texture)
Tand Sand
Tan sand
48" to 54"
(medium
Grey sand
(saturated)
texture)
54" to 60"
Tand Sand
Grey sand
boring
(minor staining)
(saturated)
terminated
Soil Type
Fripp Fine Sand
Fripp Fine Sand
Fripp Fine Sand
Date of Boring
1/19/11
1/19/11
1/19/11
Ex. Ground
Elevation (ft.
6.3
5.2
4.8
above MSL)
Depth to
54
36
48
ESHWT (in)
ESHWT
1.8
2.2
0.8
Elevation
Depth to Water
60+
54
48
table (in)
Estimated Water
table Elevation
<1.3
0.7
0.8
(ft
Prepared by Albemarle and Associates, Ltd.

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MAPLEGEND
Area of Interest (AOI)
Area of Interest(AOI)
Solis
Soil Map Units
Special
Point Features
Blowout
®
Borrow Pit
X
Clay Spot
♦
Closed Depression
};
Gravel Pit
,.
Gravelly Spot
©
Landfill
A
Lava Flow
, L,
Marsh or swamp
V
Mine or Quarry
p
Miscellaneous Water
p
Perennial Water
v
Rock Outcrop
}
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
�t
Slide or Slip
pr
Sodic Spot
S
Spod Area
Stony Spot
Soil Map —Dare County, North Carolina
(Teacher Housing)
M Very Stony Spot
a Wet Spot
Other
Special Line Features
Gully
Short Steep Slope
Other
Political Features
p Cities
Water Features
Oceans
Streams and Canals
Transportation
Rails
..v Interstate Highways
US Routes
Major Roads
N Local Roads
MAP INFORMATION
Map Scale. 1 1.100 if printed on A size (8. 5" x 11 ") sheet.
The soil surveys that comprise your AOI were mapped at 1:24,000
Please rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL. http://websoitsuNey.nres.usda.gov
Coordinate System: UTM Zone 18N NAD83
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Soil Survey Area. Dare County, North Carolina
Survey Area Data: Version 12, Jul 16, 2009
Date(s) aerial images were photographed: 8/26/2006
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
Natural Resources Web Soil Survey 1/1412011
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Dare County, North Carolina
Teacher Housing
Map Unit Legend
Dare County, North Carolina (NC055)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
FrD
Fripp fine sand, 2 to 30 percent
slopes
4.8
100.0%
Totals for Area of Interest
4.81
100.0
Natural Resources Web Soil Survey 1/14/2011
Conservation Service National Cooperative Soil Survey Page 3 of 3

L
tix DARE COUNTY' NC''s
This DEED is made this 8' of Se temb��ll/ �""
..,' `(�° Y p DARI1/��0'�Y�tween:the
UNITED STATES OF AMERICA, acting through the Se%- [-}Ofcfi-�ucation,
` by David B. oa, Director, Real Pro
HakliPert Gr urn ice of
Y 040
Management, ( "GRANTOR" ) � pursuant to §203(k) of the Federal Property
'? and Administrative Services Act of 1949, as amended ("Act"), Public
Law No. 81-152, 63 Stat. 377, 40 U.S.C. §471 et sec., Reorganization
Plan No. 1 of 1953, the Department of Education Organization Act of
1979, Public Law No. 96-88, 93 Stat. 668, 20 U.S.C. §3401 et sea.., and
the Dare County Board of Education, having its principal offices at
510 Budleigh Street, Manteo, North Carolina ("GRANTEE").
I. RECITALS
1. By letter dated October 24, 1996 from the General Services
Administration, certain Federal surplus real property located in the
Town of Buxton, Dare County, State -of North Carolina, known as the
former National Weather Service Station and consisting of
approximately 5.16 acres ofland and improvements, more or less,
("Property"), was assigned to GRANTOR for disposal upon the
recommendation of GRANTOR that the Property is needed for educational
purposes in accordance with the provisions of the Act.
2. GRANTEE has made a firm offer to purchase the Property under
the provisions of the Act, has applied for a public benefit allowance,
and proposes to use the Property for certain educational purposes as
detailed in its August 30, 1996 application and amendments dated
October 8, 1996 and May 19, 1997 to the GRANTOR ("Application").

Loregoing, one dollar, the
performance by•the GRANTEE of the covenants, conditions, and
restrictions hereinafter contained and other good and valuable
consideration, the receipt of which is hereby acknowledged, does
hereby remise, release and quitclaim to the GRANTEE, its successors
and assigns, all right, title, interest, claim and demand, but
reserving such rights as may arise from the operation of the
conditions subsequent, restrictions and covenants of this Deed, which
the UNITED STATES OF AMERICA has in and to the Property,, which is more
particularly described as follows:
PARCEL "A"
Land lying and being in BUXEOn, County''of Dare, State of North
Carolina, more.particularly.described ae follower
.Beginning at an existing iron.rod•in-the eastern boundary of the
lands of Coastal Ready -Mix Concrete Co., Inc., said iron rod
being located 568-37-23E, a distance of'713.27, from N.C.G.S.
monument 'Harry"; running thence in an easterly direction along
the southern boundary of the lands of Donald S. Oden, Jr. N71-18-
05E a distance of 273.351 to an existing iron rod; thence
continuing in an easterly direction along the Oden line N71-18-
05E a distance of 0.44' to an existing concrete monument, said
monument being at the corner of the lands of Donald S. Oden, Jr.
and Cape Woods Resort, Inc.; thence continuing in an easterly
direction along the lands of Cape Woods Resort, Inca N71-44-32E
103.241 to an iron rod set; thence in a southerly direction, and
continuing along the lands of Cape Woods Resort, Inc. 504-17-03E
a distance of 617.631 to an existing iron rod; thence continuing
2

dii6Mu�si+ cl�i� WCiQdq;IZagnrl xnc �^
y47a , ;.;
at thei'rior".horn 'r3�`�dirpl �pceaP; 9 90 togr'exi'st"ngliron pipe
fight oEi,way,oPt?9R} 1232; thence in a westerly
direction along the northern right of way of SR 1232 588-38-31W a
distance of 100.29- to an existing concrete monument; thence
continuing in a westerly direction along the northern right of
way of SR 1232 585-40-18W a distance of 243.15' to an existing
concrete monument, said monument being at the corner of the lands
of
directionlalongReady-Mix
the.landsConcrete
CoastalInc.
Ready-MixthncConcretenortherly
Inc.
N06-41-28W 525.05, to an existing iron rod at the point of
beginning, containing 4.67 acres, and being designated as "PARCEL
A" on plat entitled "SURVEYED FOR DARE COUNTY BOARD OF EDUCA-
TION", dated 7-15-97, by Seaboard Surveying and Planning, Inc.
PARCEL "B"
Beginning at an existing iron rod located on the south right of
way of SR 1232 at the intersection of the lands of 011ie R.
Jarvis, said iron rod being located S39-42-38E a distance of
73.91' from a concrete monument located at the southwest corner
Of Parcel "A"; thence in an easterly direction along the
southern right of way of SR 1232 N85-49-53E a distance of 200.18,
to an existing iron pipe at the corner of the lands of J.C.W.
Tawes, III; thence in a southerly direction along the lands of
J.C.W. Tawes, III 503-59-20E, a distance of 0.40, to an existing
concrete monument; thence continuing in a southerly direction
along the Tawes line S03-59-20E a distance of 87.24' to an
existing iron pipe; thence in a westerly direction, continuing
along the Tawes line S85-46-21W a distance of 1.33, to an
existing concrete monument; thence continuing in a westerly
direction along the Tawes line, and lands of 011ie R. Jarvis S85-
46-21W a distance of 197.74, to an existing concrete monument;
thence in a northerly direction, along the Jarvis line N04-42-57W
a distance of 87.85, to an existing iron rod, being the point of
beginning, containing 0.40 acres, and being designated as "PARCEL
B11 on plat entitled "SURVEYED FOR DARE COUNTY BOARD OF EDUCA-
TION", dated 7-15-97, by Seaboard Surveying and Planning, Inc.
5. GRANTEE by acceptance of.this Quitclaim Deed agrees that the
Property is transferred on an "as is, where is" basis without
warranties of any kind, )either expressed or implied. GRANTEE further
agrees that this conveyance is subject to any and all existing

record or not. 1150 0588
III. CONDITIONS SUBSEQUENT
6. GRANTEE shall HAVE AND HOLD the Property, subject, however,
to each of.,the following conditions subsequent, which are for the sole
benefit of the UNITED STATES OF AMERICA and which shall be binding
upon and enforceable against GRANTEE, its successors and assigns as
follows:
(1) For a period of thirty (30) years from the date of this
Deed, the Property will be used solely and continuously for
educational purposes in accordance with the proposed program
and plan of GRANTEE set forth in its August 30, 1996
Application and amendments dated October 8, 1996 and May 19,
1997 and for no other purposes. GRANTOR reserves the right
to enter and inspect.the Proper"ty,during said .period.
(2) During the above period,of thirty.(30) years GRANTEE will
not sell, resell, lease, rent, mortgage, encumber, or
otherwise transfer any interest in any part of the Property
except as GRANTOR may authorize in advance in writing.
(3) One year from the date of this Deed and annually thereafter
for the period of thirty (30) years, unless GRANTOR directs
otherwise, GRANTEE will file with GRANTOR a report on the
operation and maintenance of the Property and will furnish,
as requested by GRANTOR, such other pertinent information
0

9990
.Cnr,�. 30 S1146- .x
s-Auawdo�
k Ri i 3i `�mkP — 1 .
During Chary bov@npariod of�irty,, (j0) years GRANTEE will at
all times be and remain'a tax supported institution or a
nonprofit institution, organization, or association exempt
from taxation under §501(c)(3) of the Internal Revenue Code
of 1954, as amended.
(5) For the period during which the Property is used for the
purpose for which Federal assistance is hereby extended by
GRANTOR" or for another purpose involving the provision of
similar services or benefits, GRANTEE hereby agrees that it.
will comply with the requirement's of (a) Title VI of the
Civil Rights Act of 1964 (P.L. No. 88-352), 42 U.S.C. §2000d
gt sue.; (b) Title IX of the Education Amendments of 1972
(P.L. No. 92-318)., 20 U.S.C. § 1681 gI sea.; (c) §504 of the
Rehabilitation Act of 1973 (P.L. No. 93-112), 29 U.S.C. §794
gL sec.; and all requirements imposed by or pursuant to the
Regulations (34 C.F.R. Parts 12, 'b00, 104 and 106) issued
pursuant to the Act and now in effect, to the end that, in
accordance with said Acts and Regulations, no person in.the
United States shall, on the ground of race, color, national
origin, sex, or handicap, be excluded from participation in,
be denied the benefits of, or otherwise be subjected to
discrimination under the program and plan referred to in
condition subsequent number 1 above or under any other
5

assigns, to which such Acts and Regulations apply by reason
of this conveyance.
7. The failure of GRANTOR to insist in any one or more instances
upon complete performance of the conditions subsequent, terms, or
covenants of this Deed shall not be construed as a waiver of, or a
relinquishment of GRANTOR's right to the future performance of any of
those conditions subsequent, terms and covenants.and the GRANTEE's
obligations with respect to such future performance shall continue in
full force and effect.
B. In the event of a breach of any of the conditions subsequent
or in the event of a breach of any other terms and covenants of this
Deed, whether caused by the legal or other inability of GRANTEE, its
successors and assigns, to perform any of the terms and conditions of
this Deed, at the option of the UNITED STATES OF AMERICA, all right,
title and interest in and to the Property shall, upon the recording by
the UNITED STATES OF AMERICA of a Notice of Entry, pass to and become
the property of the UNITED STATES OF AMERICA, which shall have an
immediate right to entry thereon, and the GRANTEE, its successors and
assigns, shall forfeit all right, title, and interest in and to the
Property and in and to any and all of the tenements, hereditaments,
and appurtenances thereto.'
9. In the event the GRANTOR fails to exercise its options to
reenter the Property or to revert title thereto for any breach of
conditions subsequent numbered 1, 2, 3, and 4 of Paragraph 6 of this
0

6,
— - a••-Qa w.rnan¢er[+eriClprevert title for breach of
those conditions, will, as of that date, terminate and be
extinguished.
10. The expiration of conditions subsequent 1, 2, 3, and 4 of
Paragraph 6 of this Deed and the right to reenter and revert title for
breach thereof, will not affect the obligation of GRANTEE, its
successors and assigns, with respect to condition subsequent 5 of
Paragraph 6 or the right reserved to GRANTOR to reenter and revert
title for breach of condition subsequent 5.
IV. COVENANTS
11. GRANTEE, by the acceptance of this Deed, covenants and
agrees for itself, its successors and assigns, that in -the event
GRANTOR exercises its option .to revert all right, title, and interest
in and to the Property to GRANTOR, or GRANTEE voluntarily returns
title to the Property in lieu of a reverter, the GRANTEE shall provide
protection to and maintenance of the Property at all times until such
time as the title to the Property or possession of the Property,.
whichever occurs later in time, is actually reverted or returned to
and accepted by GRANTOR. Such protection and maintenance shall, at a
minimum, conform to the standards prescribed by the General Services
Administration in FPMR 101-47.4913 (41'C.F.R. Part 101-47.4913) now in
effect, a copy of which is referenced in the GRANTEE's Application.
7

GRANTEE, its transferees or assigns, subject to conditions subsequent
1, 2, 3, and 4 of Paragraph 6 of this Deed, it will comply with all
provisions of the following: the National Environmental Policy Act of
1969, as amended, 42 U.S.C. 94321 et seq., including the preparation
of environmental impact statements, as required (See 42 U.S.C. §4332);
the National Historic Preservation Act of 1966, as amended (P.L. No.
89-665), Executive Order No 11988, 44 Fed. Reg..43239 (1979)
reprinted In 42'U.S C.A. §4321 app. at 188-189.(19,87), governing
floodplain management; Executive Order No. 11990, 42 Fed. Reg. 26961
(1977), reprinted in 42 U.S.C.A. §4321 app. at 197-198 (1987),
governing protection of wetlands; Federal Property Management
Regulations, 41 C.F.R. 101-47.304-13; 41 C.F.R. 101-47.200 et seg.,
53 Fed. Reg. 29892 (1988), provisions relating to asbestos; and other
appropriate guidelines, laws, regulations or executive orders,
federal, state or local, pertaining to floodplains, wetlands or the
,
future use of this Property.
13. GRANTEE, by acceptance of this Deed, covenants and agrees
for itself, its successors and assigns, and every successor in
interest to the Property herein conveyed or any part thereof that it
will comply with the requirements of (a) Title VI of the Civil,Rights
Act of 1964 (P.L. No. 88-352), 42 U.S.C..§2000d gj seg.; (b) Title IX
of the Education Amendments of 1972 (P.L. No. 92-318), 20 U.S.C. §1681
et sea.; (c) Section 504 of the Rehabilitation Act of 1973 (P.L. No.
8

TTa qa?M ALU- - <<:.
nuanbasgns suo?a?puoa 01 aoaCgns 'sub?sse zo eaaza;suez� s�? '38,LN'd2iJ
u? paIS9A ST fgaadozd au, oq aTa?, ;e1p po?zad .aq� bu?znp"saw?� TTs
-- •7r
,g. a �,,;;wrst�a •rt�. ri :'tt 'raLL B""TZ"'1'"00; 194., And 106)
issuedrsuant to the Aet and now in effect, to the end that, in
accordance" with said Acts and Regulations, no person in the United
States shall, on the ground of race, color, national origin, sex, or
handicap, be excluded from participation in, be denied the benefits
of, or otherwise be subjected to discrimination under the program and
Plan referred to in condition subsequent 1 above or under any other
program or activity of the GRANTEE, its successors and assigns, to
which such Acts and Regulations apply by reason of this conveyance.
This covenant shall attach to and run with the land for so long as the
Property is used for a purpose for which Federal assistance is hereby
extended by GRANTOR or for another purpose involving the provision of
similar services or benefits, and shall in any event, and without
regard to technical classifications or designation, legal or
.otherwise, be binding to the fullest extent permitted.by law and
equity, for the benefit of, in favor of and enforceable by GRANTOR
against GRANTEE, its successors and assigns, for the Property, or any
Part thereof. In the event of a breach of.this covenant by GRANTEE or
by its successors or assigns, GRANTOR, may, in addition to any right
or remedy set forth in this agreement, avail itself of any remedy
authorized by the violated statute or regulation.
14. In the event title to the Property or any part thereof is
reverted to the UNITED STATES OF AMERICA for noncompliance or is
voluntarily reconveyed in lieu of reverter, GRANTEE, its successors or
9

required to reimburse the UNITED STATES OF AMERICA for the decreased
value thereof that is not the result of reasonable wear and tear, an
act of God, or alternations and conversions made by the GRANTEE and
approved by the GRANTOR, to adapt the Property to the educational use
for which the Property was transferred. GRANTEE shall, in addition
thereto, reimburse GRANTOR for damage it may.sustain as a result of
such.noncompliance, including but not limited to costs incurred to
recover title to or possession of the Property.
15. GRANTEE may seek abrogation of the conditions subsequent 1,
2, 3, and 4 of Paragraph 6 of this Deed by:
a. Obtaining the advance written consent of the GRANTOR; and
b. Payment to the. UNITED STATES OF AMERICA of a sum of money
equal to the fair market value of the property to be
released from the conditions subsequent as of the effective
date of the abrogation:
(1) multiplied by the percentage public benefit allowance.
granted at the time of conveyance,
(2) divided by 360, and
(3)' multiplied by the number of months, or any, portion
thereof, of the remaining period of restrictions to be
abrogated.
16. GRANTEE, by acceptance of this Deed, further covenants and
agrees for itself, its successors and assigns, that in the event the
Property or any part or interest thereof is at any time within the
!; 10

u'zeaa pue team atgeuoseaz 30 gtnsaz aqa you s? 4r44
e y __\
aszngmiaz 01 pal tnbaz
paseazoap ay7 zo3 vDIuzwv 3o I,Svls agimn aq,.
e TTpvs 'subisse
wee �++ode gessgnafed in:oondition,subsequent 1 above
without the prior written consent of GRANTOR, all revenues therefrom
and the reasonable value, as determined by GRANTOR, of any other
benefits to GRANTEE deriving directly or indirectly from such sale,
lease, mortgage, encumbrance, disposal or use, shall be considered to
have been received and held in trust by GRANTEE for the UNITED STATES
OF AMERICA and shall be subject to the direction and control of
GRANTOR; but the provisions of this paragraph shall not impair or
affect the rights reserved to GRANTOR under any other provision of
this Deed.
17• GRANTEE, by the acceptance of this Deed, further covenants
and agrees for itself, its successors and assigns, that at all times
during the period that title to the Property is vested in GRANTEE
subject to conditions subsequent 1, 2, 3, and 4 of Paragraph 6 of this
Deed, GRANTEE shall at its sole cost and expense keep and maintain the
Property and the improvements thereon, including all buildings,
structures and equipment at any time situate upon the Property, in
good order, condition and repair, and free from any waste whatsoever.
18. GRANTEE, by the acceptance of.this Deed, further covenants
and agrees for itself, its successors and assigns, that at all times
during that period that it holds title to the Property subject to
conditions subsequent 1, 2, 3, and 4 of Paragraph 6 of this Deed, it
shall not engage in, authorize, permit or suffer the extraction or
11

consent of GRANTOR. GRANTEE, by the acceptance of this Deed, further
covenants and agrees for itself, its successors and assigns, that
should an extraction or production of minerals including but not
limited to oil, gas, coal, and sulphur on or under the described
Property occur during that period that it holds title to the Property
subject to conditions subsequent 1, 2, 3,,,and.4 of Paragraph 6 of this
Deed (i) it will hold all, payments, bonuses., jdelayedrrentals, or
royalties in trust for GRANTOR and. net net revenues and
proceeds resulting from the extraction or production of any minerals
including, but not limited to, oil, gas, coal or sulphur., by GRANTEE,
its successors and assigns, will be held in trust for and promptly
paid to GRANTOR. The listing of certain minerals shall not cause the
doctrine of eiusdem generis to apply. Nothing herein shall be
construed as authorizing the GRANTEE to engage in the extraction or
production of minerals in, on or under the Property.
19. GRANTEE, by acceptance of this Deed, covenants that, upon
the recording by the UNITED STATES OF AMERICA of a Notice of Entry
pursuant to Paragraph 8 above, all right, title and interest in and to
the Property shall pass to and become the property of the UNITED
STATES OF AMERICA,. which shall have an immediate right to enter
thereon, and the GRANTEE, its successors and assigns, shall
immediately and quietly quit possession thereof and forfeit all right,
title, and interest in and to the Property and in any and all of the
tenements, hereditaments, and appurtenances thereunto belonging,
12

Deed'
6 of this
20. If the GRANTEE, its successors or assigns, shall cause the
Property and/or any improvements thereon to be insured against loss,
damage or destruction, or if the GRANTOR requires such insurance while
the Property is subject to conditions subsequent 1, 2, 3, and 4 of
Paragraph 6 of this Deed, and any such loss, damage or destruction
shall occur during the period GRANTEE holds title to the,Property
subject to conditions subsequent 1, 2, 3, and 4 set forth in Paragraph
6 of this Deed, said insurance and all moneys payable to GRANTEE, its
successors or assigns, shall be held in trust by the GRANTEE, its
successors or assigns, and shall be promptly used by GRANTEE for the
purpose of repairing and restoring the Property to its former
condition or replacing it with equivalent or more suitable facilities;
or, if not so used, shall be paid over to the Treasurer of the United
States in an amount equal to the unamortized public benefit allowance
of Property multiplied by the current fair market value of the'
improvements lost, damaged or destroyed. If the Property is located
in a floodplain, GRANTEE will, during the period it holds title
subject to conditions subsequent 1, 2, 3, and 4 of Paragraph 6 of this
Deed insure the Property and any machinery, equipment, fixtures, and
furnishings contained therein against loss, damage, or destruction
from flood, to the maximum limit of coverage made available with
13

Act of 1973 (P.L. No. 93-234). Proceeds of such insurance will be
used as set forth above.
21. GRANTEE further covenants to pay damages for any time period
held overabeyond the time period stated in a demand to quit possession
of the Property at the fair market rental value plus reasonable
attorney's fees and costs of the GRANTOR in securing the return of the
Property.
22. As of the date of conveyance, no indication of any hazardous
substance activity on the subject property exists; therefore, no
remedial action is required. In the event any environmental
contamination is discovered or additional remedial action is deemed
necessary after conveyance, the Federal sponsoring agency should be
notified immediately. Additionally, expenditures for environmental
restoration projects that are not considered imminent threats to
public health and safety will not be considered an off -set for
purposes of abrogation unless these expenditures are to remediate
contamination occurring prior to the date of conveyance and unless
PRIOR concurrence is obtained from the Federal sponsoring agency in
writing.
23. All covenants, conditions subsequent and restrictions
contained in this Deed shall run with the land and be binding upon
GRANTEE, its successors and assigns, to all or any part of the
Property. All rights and powers reserved to GRANTOR by the Deed may
be exercised by any successor in function to GRANTOR, and all
14

aq TTTm aoueansui yons 3o spaaoozg (6EZ-E6 'oN 'I'd) f,L6T.3o.1cV
,; nX.XfiY7'
in the Act.
provided
V. SIGNATURES
TO INDICATE THEIR AGREEMENT to the provisions contained in this
agreement, GRANTOR and GRANTEE have executed this document as the date
and year first above written.
UNITED STATES OF AMERICA
Acting by and through the
Secretary of Education
GRANTOR:
By. (SEAL)
David Hakola, Director
Real Property Group
Office of Management
U.S. Department of Education
Washington, D.C.
GRANTOR ACKNOWLEDGMENT
WASHINGTON
DISTRICT OF COLUMBIA)
On this .264 day of September, 1997
me, a Notary Public in and for the DistricteOfoColumbia nally PeDavadbefore
Hakola, Director, Real Property Group in the Office of Management,
United States Department of Education, acting for the United States of
America and the Secretary of Education, known to me to be the same
person whose name is subscribed to the 'foregoing instrument and
acknowledged to me that he executed the same on the date hereof as his
free and voluntary act and deed .for the purposes and consideration
15

the United States of America and
IN.WITNESS WHEREOF, I have set my hand and seal at Washington,
D.C., thi�`jW day of September, 1997. „ n:!:�„
M Harry Gol an, Notary Pubaic
My Commission Expires:A6itt 314,1998
GRANTEE ACCEPTANCE
The GRANTEE hereby accepts this Quitclaim Deed and accepts and
agrees.to all the terms, covenants, conditions subsequent, and
restrictions contained therein.
GRANTEE:
BY: o
H. Leon Holleman
Superintendent
Dare County Board of Education
GRANTEE ACKNOWLEDGEMENT
STATE OF NORTH CAROLINA )
COUNTY OF DARE )
.On this 20th day of November , 1997 personally appeared
before me, a Notary Public in and for the State of North.Carolina, H.
Leon Holleman, Superintendent of Schools for the Dare County Board of
Education, to me known to be the same person whose name is subscribed
to the foregoi.ng.instrument and acknowledged to me that he executed
the same on the date hereof as his free and voluntary act and deed for
the purposes and consideration therein expressed and with full
Fr
rm
i

,S_teaasoas auq pue eotsawv 30"sa1egs PO4L"L1
_o111gYa iiia rauo
l
u
s. itN'. !r
Notary Public
My Commission Expires: Nmnlssiea EVIres April 12, 2GOi)
NORTH CAROLINA, DARE COUNTY
The foregoing Certificates of Harry Goldman, a notary public of the
correct. 'District of Columbia,..
and Thomas L. White, Jr. a notary public of Dare County North Carolina are certified to be,
This instrument and this certificate are duly registered at the date and time and in the Book
and Page shown on the first page hereof.
M (c�a�
REGISTER OF DEED ASSIS I?kNT REGISTER OF DEEDS
17

STORMWATER SUBMITTAL REQUIREMENTS
INFILTRATION/EXFILTRATION SYSTEMS
Basins and Trench 2_�—//
Objective
`4,u 7/1 o Z01
A. Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
by any means including piping or swales, and direct it to the infiltration system.
B. Check the proposed basin/ trench design to make sure it meets or exceeds the minimum
design criteria for design storm, volume and drawdown.
What makes up a complete infiltration basin / trench application package?
A. Two sets of sealed, signed & dated layout & grading plans with appropriate details.
B. Completed application with supplement(s), SWU-101, SW401-Infiltration Trench, SW401-
Infiltration Basin, and inspection and maintenance agreements.
C. Deed restriction document, if applicable. (subdivisions & projects with out parcels)
D. Sealed, signed & dated calculations.
E. A soils report containing information in regard to the soil type, boring locations, seasonal high
water table elevation and expected infiltration rate.
F. Chlorides test results must be provided if the project is within''/2 mile of SR waters (Phase 11).
(This is only required to test out of SR water treatment requirements)
III. BIMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature.
IV. Shell documents (for DWQ use only)
Permit shells: s:\wqs\stormwater\shell\shighcomin basin
S:\wqs\stormwater\shells\highcomintrench
s:\wqs\sto rmwater\shells\h ighsu bin basin
s:\wqs\stormwater\shells\highsubintrench
Calculations: s:\wqs\stormwater\excel spreadsheets\inbasin
s:\wqs\stormwater\excel spreads heets\intrench
V. Review Procedure- look for consistency between the various elements of the package- application,
plan and calculations.
A. APPLICATION
1. I/ Original signatures are required. Photocopied signatures cannot be accepted.
2.✓A completed infiltration basin or infiltration trench supplement, one for each proposed
system. A signed, dated and notarized Inspection and Maintenance Agreement for
each proposed system with an original signature.
3. The elevations, areas and volumes reported on the supplement match up to the
✓numbers used in the calculations and shown on the plan details.
4. Built -upon areas are reported in square feet in Section 111.6.
5.✓Receiving stream name and classification.
6. t/Section 111.6 is filled in -cannot be left blank. One column must be filled in for each
proposed infiltration basin or trench.
7. ✓If the applicant is a corporation, partnership or LLC, look it up on the Secretary of State
Corporations Database. Make sure corporation is spelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the corporation, a General Partner in the partnership, a member in a
member -managed LLC, or the manager of a manager -managed LLC. Need
documentation to support if the Articles of Incorporation do not list the members or
managers of the LLC. If an agent signs, then a letter of authorization is needed from the
president, vice president, general partner, member or manager.
8. For subdivided projects, a signed and notarized deed restriction statement must be
provided.
9. (/Soils report with the SHWT, Soil type and expected infiltration rate.

Infiltration Basin & Trench. cont.
B. CALCULATIONS
1. V The basin or trench must draw down within 5 days. Spray irrigation is not acceptable as
/the sole means of drawdown.
2.V The design storm is 1.5" if the project is subject to Phase II or is sited within ''/z mile of
and draining to SA waters. The design storm for projects subject to Phase II sited
within '/2 mile of and draining to SR waters must treat the difference between the pre
and post development conditions for the 1-yr 24-hr storm. Otherwise, use 1" design
/'storm.
3.1/ / Report the bottom surface area.
4. ✓✓✓✓ Report the surface area at the overflow elevation.
5. / Show the calculation for the minimum required volume.
6. V Provide a table of elevations, areas, incremental volumes and accumulated volumes to
demonstrate that the minimum required volume has been provided.
7. /Calculations are signed, sealed &dated.
8. ✓ Report the Drainage Area and Built -upon area for each basin or trench.
9ed bottom
elevation of the system. For Phase II projects, at least 12" of this must be in naturally
occurring soils.
10. All runoff in excess of the design storm must bypass to a vegetated filter prior to
entering the basin or trench. If the system is designed to store a larger design storm
(generally 2-3 times the minimum), the requirement for an offline bypass can be waived.
VVt° �G Please contact the Division to determine what design storm is appropriate for the
project.
2t f�
�% 2 215 li-

Infiltration Basin & Trench, cont.
C. PLANS - Plan sheets should be kept to a minimum. For small commercial single basin
projects, the plan set could consist of only 2 or 3 sheets, layout, grading and details. For
larger projects, show as much information as possible on as few sheets as possible, without
cluttering them up.
1. i�Development/Project Name
2. ✓Engineer name and firm.
3. ✓Legend
4.✓North Arrow
5. ✓Location Map with nearest intersection of two major roads shown. Major road is any 1,
6.✓2, or 3 digit NC, US or interstate highway.
Scale- standard engineering scale, no off-the-wall stuff.
7. ,,Scale-
8.✓Revision number and date, if applicable.
9. Original contours, proposed contours, spot elevations, finished floor elevations, pipe
10/nverts, swale inverts, etc.
Existing drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
elineating the offsite drainage areas.
11. Property/Project boundary lines, bearing & distances.
12V, AMean High Water Line or Normal High Water Line, if applicable.
13.t/Drainage easement locations shown on the plans along with their width.
14VWetlands delineated, or a note on the plans that none exist. Provide a copy of the
wetlands delineation map signed by the Corps of Engineers, or have the applicant
include a copy of the unsigned delineation map submitted to the Corps. Infiltration
systems may not be located in wetlands unless a permit to fill those wetlands has been
15 ✓obtained and the soils meet the SHWT and hydraulic conductivity requirements.
Details for the roads, parking, cul-de-sacs, including sidewalk width, radii, dimensions &
slopes.
16 Apartment / Condo development- provide a typical building footprint with dimensions,
and note all concrete and wood deck areas.
17 The drainage area for each basin or trench is clearly delineated and numbered to match
up to the calculations and supplement. Drainage area delineation is best done as a
/separate plan sheet.
18Y A basin section detail showing bottom and storage elevations, 3:1 side slopes. The side
slopes of an infiltration basin are not restricted to vegetation. They may be hardened
with rock, timber, concrete, decorative brick, etc.
19. A trench section detail with the perforated pipe diameter, filter fabric wrapped around
the pipe and around the trench, trench height and width, rock fill type.
20. If using a pre-fab chamber structure, provide details of the chamber, including model #,
length, width, chamber volume and number of chambers being used.
21. A bypass structure detail is provided showing a trash rack with <6" square openings,
and the necessary bypass weir or pipe elevation. Several types of bypass structure
designs are acceptable.
22. Dimensions for each line and arc formed by the bottom contour of an infiltration basin.
23. All runoff in excess of the design storm must pass through a vegetated filter prior to
being discharged into the receiving stream. The filter must be 50' long for SA waters
and 30' long for non -SA waters.
24. All infiltration systems must be located at least 50' from the MHW line of surface waters.
25. Vegetation is specified for basin slopes not being hardened. Weeping Love Grass is not
suitable as a permanent vegetated cover for side slopes.
26. All roof drainage must be directed to the system. Show the roof drain collection piping
on the plans. This is especially necessary for projects where the buildings back up the
property lines where roof drainage may leave the site prior to going through the system.
2T Monitoring wells may be required on a case -by -case basis.
cq� A l
V IL,LU

INFILTRATION BASIN ANALYSIS
FILENAME: #VALUE!
PROJECT NUMBER: SW7 19-Sep-01 DATE: February 14, 2011
PROJECT NAME: Buxton Affordable Teacher Housing
DRAINAGE BASIN: REVIEWER: Samir Dumpor
RECEIVING STREAM: Pamlico Sound CLASS: SA, HQW
Index No.: 29-(40.5) If ORW, is site within the 575' AEC? No
SITE AREA: 60,662 sf
IMPERVIOUS AREA CALCULATION
Buildings
Parking & Streets
Concrete & SW
Other/Future
TOTAL
Drainage Area =
% Impervious, 1=
Cc=
Rv=
SHWT Elev.=
Infiltration Rate, In/hr =
Bottom Elevation=
Bottom Surface Area =
Top Elevation =
Top Surface Area =
Design Storm =
Design Volume =
Total Volume Available=
Storage met at elevation=
Time to Draw Down =
Place a 1 in this box if Rational is used
Basin 1
7235
4140
2070
2874
Basin 2
Basin 3
Basin 4
Basin 5
60662
26.90%
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/01
0.15
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/01
0.29
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
0.8
6
3
2379
5
5479
3.9
5759.065
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/01
7858
0
0
0
0
4.4657839
#DIV/0!
#DIV/01
#DIV/0!
#DIV/0!
4.8415847
#DIV/01
#DIV/01
I #DIV/0!
#DIV/0!
sf
sf
sf
sf
sf
sf
fmsl
in/hr
in
cf
cf
ft
hrs.
25 YEAR 24 HOUR STORM Intensity, i,= 8 inches / 24 hours =.33 in/hr.
Qr= C i A = 0.07 #DIV/0! #DIV/01 #DIV/0! I #DIV/0! cfs
Qp thru bottom of basin= 1189.50 0.00 0.00 0.00 0.00 cfs
10 YEAR 10 MIN HIGH INTENSITY EVENT Intensity, i,.= 7 in/hr
Volume = 855.10 1 #DIV/0! #DIV/01 I #DIV/0! I #DIV/0! cfs
COMMENTS
Volume and drawdown are within Design Requirements.
0
C