SW7090316_APPROVED PLANS_20090807

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
(JkD7
YYYYMM DD

GENERAL NOTES:
1. OWNER: NORTHWEST REALTY, LLC
P.O. BOX 1211
WESTFIELD, MA 01086
A WINDCHASER, 2. PROPERTY INFORMATION: TRACT 5, WI D , LLC 10 ACRE EXEMPT SUBDIVISION
181 WINDCHASER WAY, MOYOCK, NC 27966
PIN:0023-000-068N-0000
RECORDED IN: P.C. L, SL. 6
D.B. 1084, PG. 659
3. PROPERTY ZONING: HEAVY MANUFACTURING (HM)
4. LOT COVERAGE CALCULATIONS:
LOT AREA DATA:
TOTAL LOT AREA = 485,541 S.F. (11.15 AC.)
ROADWAY EASEMENT AREA = 50,025 S.F. (0.15 AC.)
LOT AREA NET OF ROADWAY EASEMENT = 435,516 S.F. (10.00 AC.)
EXISTING COVERAGE DATA:
ASPHALT ROADWAY AREA = 20,093 S.F.
BUILDING = 1,414 S.F.
CONCRETE = 912 S.F.
CRAVEL PARKING/DRIVE = 121.537 S.F.
TOTAL LOT COVERAGE = 143.956 S.F. (3.30 AC.),
TOTAL COVERAGE PERCENTAGE = 29.60% (MAX 65%)
5. F.I.R.M. ZONE: SHADED ZONE X (AREA OF 0.2% CHANCE ANNUAL FLOOD)
COMMUNITY PANEL: #370078 8040 J, REVISION DATE: DECEMBER 16, 2005
SUBJECT TO CHANGE BY FEMA
6. BOUNDARY CONDITIONS BASED ON "WINDCHASER LLC 10 ACRE EXEMPT SUBDIVSION PLAT"
RECORDED IN P.C. L, SL. 6, PREPARED BY BISSELL PROFESSIONAL GROUP, DATED 2/19/09.
7. CONSTRUCTION RECORD INFORMATION BASED ON SITE SURVEYS PERFORMED BY BISSELL
PROFESSIONAL GROUP ON 6-16-09 & 6-17-09.
8. ALL ELEVATIONS BASED ON VERTICAL DATUM NAVD 198B.
9. VIRGINIA ELECTRIC AND POWER COMPANY OVERHEAD POWERLINE EASEMENT RECORDED IN.
D.B. 95, PG. 122.
10. ANY DISTANCES DESCRIBED HEREON ARE HORIZONTAL GROUND DISTANCES
11. LOT AREA AS SHOWN CALCULATED BY COORDINATE METHOD
12. IRON PINS AT ALL LOT CORNERS UNLESS OTHERWISE NOTED HEREON.
13. UNDERGROUND UTILITIES, IF ANY, WERE NOT LOCATED BY THIS SURVEY, FURTHER EVALUATION
MAY BE REQUIRED.
14. SUBJECT TO TITLE SEARCH AND TO ANY AND/OR ALL RIGHT OF WAYS, ENFORCEABLE
RESTRICTIONS, AND/OR EASEMENTS OF RECORD WHETHER SHOWN HEREON OR NOT.
LEGEND
- - - - - - - - - - -
ROADWAY EASEMENT
PROPERTY BOUNDARY
ADJOINING PROPERTY
------------------- --
POWER EASEMENT
- - - - - - - - - - -
EASEMENT LINE (AS NOTED)
- - - - - - - -9- - - -
EXISTING GRADE CONTOURS
- - - - - - - - - - -
EXISTING WASTE DISPOSAL LINE
- - - - - - - - - -
EXISTING GROUNDWATER LOWERING DRAIN
EXISTING CULVERT PIPE(SIZE AS NOTED)
•• •
EXISTING DITCH CENTERLINE
EXISTING DITCH TOP OF BANK
OHE - OHE
EXISTING OVERHEAD ELECTRICAL
6WL - 6WL
EXISTING WATER MAIN (SIZE AS NOTED)
zr 0 0
EXIS71NG FENCELINE
- FM FM
EXISTING SANITARY SEWER FORCE MAIN
OEXISTING
IRON ROD
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
Q
EXISTING TELEPHONE PEDESTAL
C-'
EXISTING POWER POLE
9
EXISTING WATER SERVICE METER
DRAINAGE FLOW DIRECTION
EXISTING RIP RAP INLET/OUTLET
PROTECTION
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NOW OF FORMERLY
CHARLES R. MERCER
D.B. 153, PG. 065
• • ••
�--\II CA,
SEAL
L-1756 0
9
SUv0-
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SURVEYOR'S CERTIFICATION
I, Michael D. Barr, certify that this plat was drown under my supervision
from an actual survey made under my supervision (deed and description
recorded In Books referenced); that the boundaries not surveyed are
clearly indicated as drown from Information found in Books referenced;
that the ratio of precision as calculated Is 1:10,000+; that this plat
was prepared In accordance with G.S. 47-30 as amended.
This Is to certify that this survey is of an existing parcel or parcels of
land and does not create a new street or change on existing street.
Witness
my Ina[ signature registration number and seat this _MWT
DP D�•, 209 .
L-1756
NOW OR FORMERLY
WINDCHASER LLC
TRACT 4
P.C. L. SL 6
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DATE:
SCALE:
06-18.09
I"=40'
DESIGNED:
CHECKED:
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SHEET:
1
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CAD FILE: 1
PROJECT NO:
4409
Z:\4409 Wjndchaser - Lot 5\dwg\Su1Vey\440900AB1.dwg, 2406, E/18/2009 11:23:49 AM, Arch D (24 x 36 Inches)

. .•INLET SWALE.. . .
.W/ Rip -RAP, PROTECTION
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GRAVEL STORAGE YARD
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Po" EASEAIENF I I SEDIMENT FOREBAY
\ (SEE AREAS AND VOLUMES
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SEDIMENT _ `
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CORRECTIVE ACTION NOTE
FOREBAY BERM �•
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\ ^ I AT THE TIME OF RECORD SURVEY
AVG. ELEV.: 4.3'--.
.� _
m THE FOREBAY CONTAINED SILT
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DESIGN BOTTOM ELEVAATIONN OF
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VEGETATIVE BANK I 10' AOUATiC SHT
norm ml Gl npc.57.1
SLOPE:4.2:1
WET DETENTION BASIN
AS -BUILT PLAN VIEW
SCALE 7"=30'
99' AVG WIDTH
SLOPE 6.0:1
1 1 SLOPE: 6.12:1
PON FIX
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WET DETENTION BASIN
AS -BUILT CROSS SECTION AAA
SCALE: 1' = 10' SECTION LOCATION AS NOTED
(ELEVATIONS BASED ON ACTUAL SURVEY)
DESIGN
2ND
DRAWDOWN DEVICE
AS -BUILT CROSS SECTION
NOT TO SCALE LOCATION AS DENOTED
(ELEVATIONS BASED ON ACTUAL SURVEY)
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DRAWDOWN DEVICE
(SEE DETAIL THIS SHEET
FOR ELEVATIONS)
r
AVG TOP
LEVEL SPREADER SPECIFICATIONS
1. Location - As a means of minimizing downstream and off site
impacts, level spreaders are typically placed at the outlets of
post -development ditches and other monmade conveyances. The
intent of the level spreader is to uniformly distribute the
concentrated flows usually associated with these conveyances
over a larger area.
2. Length - the total length of the level spreader shall be
constructed as noted on the plan sheet.
3. The Level spreader plate shall shalt be constructed of treated
2"x10" lumber and shall be installed completely level over its
entire length with a max. deviation of 0.25".
4. A channel shall be constructed along the upstream side of the
spreader plate with dimensions as given in the detail on this
sheet. Again, to ensure equal distritution, the channel shall be
constructed us longitudinally level as possible. Any portion of the
channel that will not be lined with rip -rap shall be permanently
vegetated as per seeding specifications.
5. Geotextile fabric (filter cloth) sholl be utilized in areas that will
receive rip -rap stone.
7. Rip -Rap - crushed aggregate (4" to 5" typ.) shall be placed in
those areas given in the details on this sheet.
8. Maintenance - the level spreader shall be inspected and
maintained in accordance with the operation & maintenance
agreement.
GENERAL NOTES:
1. THIS PLAN ILLUSTRATES PROPOSED CORRECTIVE ACTIONS THAT
SHALL BE PERFORMED IN PART WITH A MODIFICATION TO STATE
STORMWATER PERMIT #SW7090316. THESE IMPROVEMENTS ARE
INTENDED TO BRING THE EXISTING STORMWATER MANAGEMENT
SYSTEM WITHIN REASONABLE COMPLIANCE W/ CURRENT STATE
REGULATIONS AS THEY RELATE TO THE CONSTRUCTED
DEVELOPMENT IN WHICH IT IS SERVING.
2. AS -BUILT HORIZONTAL AND VERTICAL ELEVATION INFORMATION
PROVIDED ON THIS SHEET IS BASED ON A CONSTRUCTION
RECORD SURVEY PERFORMED ON 6/16/09-6/17/09 AS
ILLUSTRATED ON A PLAT PREPARED BY BISSELL PROFESSIONAL
GROUP TITLED "WINDCHASER INDUSTRIAL SUBDIVISION - TRACT
5, CONSTRUCTION RECORD DRAWING"
DATED 6/18/09, CAD FILE: 440900AB1
3. AREA & VOLUME CALCULATIONS:
OVERALL WET DETENTION BASIN
BOTTOM OF BASIN SURFACE AREA: 0 S.F. O ELEV. -2.0
TOP OF SEDIMENT STORAGE SURFACE AREA743 S.F O ELEV. -1.0'
TOTAL SEDIMENT STORAGE VOLUME 372 C.F.
CORRECTIVE ACTION NOTE
BOTTOM OF SHELF SURFACE AREA:9,540 S.F. O ELEV, 4.0'
CONSTRUCT WL X 18'W
PERM. POOL SURFACE AREA: 11,548 S.F. O ELEV. 4.5'
VEGETATIVE FILTER.
PERM. POOL VOLUME: 33,930 C.F (TOTAL ACTUAL INCLUDING FOREBAY & BERM)
LONGITUDINAL SLOPE0.1OX
TOP OF SHELF SURFACE AREA:12,850 S.F. O ELEV. 5.0'
SIDE SLOPE 3:1(H:h
SECTION DETAIL THIS SHEET)
DESIGN TEMP. POOL SURFACE AREA: 14.407 S.F. O ELEV. 5.7'
(SEE
DESIGN TEMP. POOL VOLUME 15.573 C.F.
10 YR STORM STORAGE SURFACE AREA: 17,574 S.F. O ELEV. 6.9'
10 YR STORM STORAGE VOLUME: 34.761 C.F.
CORRECTIVE ACTION NOTE
CONSTRUCT 16' LONG LEVEL
SEDIMENT FOREBAY;
SPREADER W/ UPSTREAM
FORE13AY BOTTOM AREA: i S.F. O ELEV. -1.0
CHANNEL & DOWN STREAM
FOREBAY PERM. POOL SURFACE AREA: Z424 S.F. O ELEV. 4.5'
RIP -RAP APRON
FOREBAY PERM. POOL VOLUME 6,670 C.F.
(SEE DETAILS THIS SHEET)
(• BASED ON FOREBAY BEING CLEANED TO DESIGN PARAMETERS)
CORRECTIVE ACTION NOTE
REINSTALL THE 24' SECTION OF is'
DRAWDOWN PIPE REMOVED O SPILLWAY.
PROVIDE 90' ELBOW AS SHOWN.
EX. INV. N O CUT/11BOW:4.3't
PROPOSED INV. OUT O FIL1ER:4.V
EXISTING OVERFLOW
SPILLWAY W/ RIP -RAP INLET
& OUTLET PROTECTION
INV. IN: 6.9'
INV. OU7: 6.0'
CORRECTIVE ACTION:
REMOVE APPROX 24' LF. OF
EXISTING 15" DRAWDOWN PIPE
REDRESS SPILLWAY TO ORIGINAL
GRADES AND RESTADIUM
DENSLFY VEGETATE ENTIRE FILTER
W/ COMMON BERMUDA GRASS
AVG.
PROPOSED VEGETATIVE FILTER SECTION
NOT TO SCALE LOCATION AS DENOTED ON PLAN
INVERT IN ELEVADON:4.5'
INVERT JUT ELEVATION:4.4'
FILTER LENGTH: 33't
AVERAGE DEPTH: 3.0'
BOTTOM WIDTH: 18.0'
SIDE SLOPE: 3:1(H:V)
LONGITUDINAL SLOPE: 0.10%
VEGETATE WATHH COMMON BERMUDA GRASS
2' X 10' MAY BE
I END TO END FOR
OF SPREADER
SPREADER MUST BE LEVEL
TYPICAL LEVEL SPREADER DETAIL
NOT TO SCALE FRONT VIEW
1
4"
SHALLOW CHANNEL CONSTRUCTED ALONG
ENTIRE LENGTH OF THE UPSTREAM SIDE OF
THE LEVEL SPREADER PLATE.
LINE ENTIRE LENGTH OF CHANNEL WITH
CLASS 2 RIP -RAP & CEO -TEXTILE FABRIC
LONGITUDINAL SLOPE: 0.0%
AVG. DEPTH: 12"
AVG TOP ELEV.:7.5'
3
2' X 10" TREATED TIMBER LEVEL SPREADER
PLATE BOLTED TO REBAR ANCHOR POSTS
SPACED O 8' O.C.
,(SEE DETAIL THIS SHEET)
rATIVE FILTER
DETAIL THIS SHEET)
4 INCHES OF #57 STONE LINED
)-TEXTILE FABRIC ALONG ENTIRE
I OF DOWNSTREAM SIDE OF
TYPICAL LEVEL SPREADER SECTION DETAIL
NOT TO SCALE SECTION VIEW
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DATE: •••
SCALE: ,
06-25-09
ASNOTED
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SHEET:
1
1
OF
CAD FILE:
440900ABI
PROJECT NO:
4409
Z:\4409 Windchaser - Lot 5\dwg\Survey\440900AB1.dwg, 18x24, 6/25/2009 2:27:21 PM, Arch C (18 x 24 Inches)

GENERAL NOTES:
1. OWNER: NORTHWEST REALTY, LLC
P.O. BOX 1211
WESTFIELD, MA 01086
2. PROPERTY INFORMATION: TRACT 5, WINDCHASER, LLC 10 ACRE EXEMPT SUBDIVISION
181 WINDCHASER WAY, MOYOCK, NC 27966
PIN:0023-000-OBBN-0000
RECORDED IN: P.C. L, SL. 6
D.B. 1084, PG. 659
3. PROPERTY ZONING: HEAVY MANUFACTURING (HM)
4. LOT COVERAGE CALCULATIONS:
LOT AREA DATA:
TOTAL LOT AREA = 485,541 S.F. (11.15 AC.)
ROADWAY EASEMENT AREA = 50,025 S.F. (0.15 AC.)
LOT AREA NET OF ROADWAY EASEMENT = 435,516 S.F. (10.00 AC.)
EXISTING COVERAGE DATA:
ASPHALT ROADWAY AREA = 20,093 S.F.
BUILDING = 1.414 S.F.
CONCRETE = 912 S.F.
CRAVEL PARKING/DRIVE = 121,537 S.F.
TOTAL LOT COVERAGE = 143,956 S.F. (3.30 AC.)
TOTAL COVERAGE PERCENTAGE = 29.60% (MAX 657)
5. F.I.R.M. ZONE: SHADED ZONE X (AREA OF 0.2% CHANCE ANNUAL FLOOD)
COMMUNITY PANEL: #370078 8040 J. REVISION DATE: DECEMBER 16, 2005
SUBJECT TO CHANGE BY FEMA
6. BOUNDARY CONDITIONS BASED ON "WINDCHASER LLC 10 ACRE EXEMPT SUBDIVS10N PLAT"
RECORDED IN P.C. L. SL. 6, PREPARED BY BISSELL PROFESSIONAL GROUP, DATED 2/19/09.
7. CONSTRUCTION RECORD INFORMATION BASED ON SITE SURVEYS PERFORMED BY BISSELL
PROFESSIONAL GROUP ON 6-16-09. 6-17-09, & 9-1-09.
8. ALL ELEVATIONS BASED ON VERTICAL DATUM NAVD 1929.
9. VIRGINIA ELECTRIC AND POWER COMPANY OVERHEAD POWERLINE EASEMENT RECORDED IN.
D.B. 95, PG. 122.
10. ANY DISTANCES DESCRIBED HEREON ARE HORIZONTAL GROUND DISTANCES
11. LOT AREA AS SHOWN CALCULATED BY COORDINATE METHOD
12. IRON PINS AT ALL LOT CORNERS UNLESS OTHERWISE NOTED HEREON.
13. UNDERGROUND UTILITIES, IF ANY, WERE NOT LOCATED BY THIS SURVEY, FURTHER EVALUATION
MAY BE REQUIRED.
14. SUBJECT TO TITLE SEARCH AND TO ANY AND/OR ALL RIGHT OF WAYS, ENFORCEABLE
RESTRICTIONS, AND/OR EASEMENTS OF RECORD WHETHER SHOWN HEREON OR NOT.
LEGEND
- - - - - - - - - - -
ROADWAY EASEMENT
PROPERTY BOUNDARY
ADJOINING PROPERTY
------------------ -
POWER EASEMENT
- - - - - - - - - - -
EASEMENT LINE (AS NOTED)
- - - - - - - -9 - -
EXISTING GRADE CONTOURS
- - - - - - - - - - -
EXISTING WASTE DISPOSAL LINE
- - - - - - - - - - -
EXISTING GROUNDWATER LOWERING DRAIN
EXISTING CULVERT PIPE(SIZE AS NOTED)
•• •
EXISTING DITCH CENTERLINE
EXISTING DITCH TOP OF BANK
OHE - OHE
EXISTING OVERHEAD ELECTRICAL
a 6WL 6WL
EXISTING WATER MAIN (SIZE AS NOTED)
EXISTING FENCELINE
- FM FM
EXISTING SANITARY SEWER FORCE MAIN
OO
EXISTING IRON ROD
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
Q
EXISTING TELEPHONE PEDESTAL
EXISTING POWER POLE
EXISTING WATER SERVICE METER
DRAINAGE FLOW DIRECTION
EXISTING RIP RAP INLET/OUTLET
PROTECTION 00
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SURVEYOR'S CERTIFICATION
I, Michael D. Barr, certify that this plat was drawn under my supervision
from an actual survey made under my supervision (deed and description
recorded in Books referenced); that the boundaries not surveyed are
clearly indicated as drawn from information found in Books referenced;
that the ratio of precision as calculated is 1:10,000+; that this plot
was prepared in accordance with G.S. 47-30 as amended.
This is to certify that this survey is of on existing parcel or parcels of
land and does not create a new street or change an existing street.
Witness my originpl sigpature m9istration number and seal this
:dav of \pfD., 4999•
NOW OR FORMERLY
WINDCHASER LLC
TRACT 4
P.C. L. SL 6
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
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DATE SCALE:
06-18-09 1"=4U
DESIGNED. C EGKEM
BPG MDB
ul A": APPROVED:
DMK MOB
SHEET:
1 OF 1
CAD FILE:
440900ABI
PROJECT NO:
4409

GENERAL NOTES:
1, OWNER: WINDCHASER, LLC.
C/O ALFRED McCOY TILLETT, MEMBER —MANAGER
P.O. BOX 68
303 W. EIGHT ST.
NAGS HEAD, NC 27959
2. DEVELOPER: MOYOCK REALTY, LLC
C/O ROBERT J. O'CONNOR, MEMBER —MANAGER
P.O. BOX 1211
48 FRANKLIN ST.
WESTFIELD, MA 01086
3. PROPERTY INFORMATION: TRACT 5. WINDCHASER, LLC 10 ACRE EXEMPT SUBDIVISION
181 WINDCHASER WAY, MOYOCK, NC 27966
PIN: 0023-000-068N-0000
RECORDED IN: P.C. L, SL. 6
D.B. 366, 860 (DEED FOR PARENT PARCEL PRIOR TO SUBDIVISION)
4. PROPERTY ZONING: HEAVY MANUFACTURING (HM)
ADJACENT PROPERTY ZONING: HEAVY MANUFACTURING (HIM) — NORTH, SOUTH, & WEST
AGRICULTURAL (A) — EAST
5. LOT COVERAGE CALCULATIONS:
LOT AREA DATA:
TOTAL LOT AREA = 485,541 S.F. (11.15 AC.)
ROADWAY EASEMENT AREA = 50,025 S.F. (0.15 AC.)
LOT AREA NET OF ROADWAY EASEMENT = 435.516 S.F. (10.00 AC.)
EXISTING COVERAGE DATA:
EXISITING GRAVEL ROAD AREA = 20,093 S.F
PROPOSED COVERAGE DATA:
PROPOSED BUILDING AREA = 1,440 S.F.
PROPOSED CONCRETE PARKING AREA = 420 S.F.
PROPOSED GRAVEL PARKING/STORAGE AREA = 129,544 S.F.
PROPOSED DUMPSTER PAD AREA = 100 S.F.
TOTAL PROPOSED COVERAGE AREA = 131,504 S.F. (3.02 AC.)
TOTAL LOT COVERAGE (EXISTING & PROPOSED) 151,597 S.F. (3,48 AC.)
TOTAL COVERAGE PERCENTAGE = 31.22% (MAX 657)
8. F.I.R.M. ZONE: SHADED ZONE X (AREA OF 0.2% CHANCE ANNUAL FLOOD)
COMMUNITY PANEL: #370078 8040 J. REVISION DATE: DECEMBER 16, 2005
SUBJECT TO CHANGE BY FEMA
9. THERE ARE NO 404 JURISDICTIONAL WETLANDS ON THIS PROPERTY.
10. UTILI iY, DRAINAGE, & ACCESS EASEMENTS (UNLESS OTHERWISE NOTED):
FRONT = 20 FT
SIDE = 35 FT
REAR = 35 FT
11. PROPOSED USE CLASSIFICATION: WAREHOUSING & DISTRIBUTION, CLASSIFICATION III.
12. A TOTAL OF 3 EMPLOYEES WILL OCCUPY THE OFFICE BUILDING.
13. PARKING REQUIREMENTS: (PER MINIMAL OR NO CUSTOMER/CLIENT TRAFFIC OFFICE USE)
(1) SPACE PER 400 S.F. OF GROSS FLOOR SPACE
OFFICE GROSS FLOOR SPACE = 1,440 SF. = 4 SPACES REQUIRED
PARKING PROVIDED:
(1) CONCRETE ACCESSIBLE SPACE
(3) GRAVEL SPACES = 4 SPACES PROVIDED
14. BOUNDARY CONDITIONS BASED ON "WINDCHASER LLC 10 ACRE EXEMPT SUBDIVS10N PLAT"
RECORDED IN P.C. L, SL. 6, PREPARED BY BISSELL PROFESSIONAL GROUP, DATED 2/19/09.
15. EXISTING LOT CONDITIONS BASED ON SITE SURVEYS PERFORMED BY BISSELL PROFESSIONAL GROUP BETWEEN THE
DATES OF 7-07 AND 2-09.
16. ALL EXISTING AND PROPOSED ELEVATIONS BASED ON VERTICAL DATUM NAVD 1988.
17. VIRGINIA ELECTRIC AND POWER COMPANY OVERHEAD POWERLINE EASEMENT RECORDED IN.
D.B. 95, PG. 122
EFORE YOU DIG
CALL TOLL FREE
—800-632-4949
RTH CAROLINA
ONE CALL
THE DATA SHOWN HEREON IS BELIEVED TO BE ACCURATE, BUT THE
ACCURACY CANNOT BE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING ALL LEVELS, LOCATIONS, TYPES AND DIMENSIONS OF EXISTING
UTILITIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IF A
DISCREPANCY IS FOUND, WORK SHALL CEASE AND THE ENGINEER NOTIFIED.
WORK SHALL PROCEED UPON AUTHORIZATION GIVEN BY THE ENGINEER.
COMMERCIAL SITE DEVELOPMENT PLAN FOR
TRACT-5
WINDCHASER INDUSTRIAL SUBDIVISION_
MOYOCK TOWNSHIP CURRITUCK COUNTY NORTH CAROLINA
HEET INDD X
SHEET
DESCRIPTION
1 COVER SHEET
2 EXISTING SITE .FEATURES
3 GENERAL SITE DEVELOPMENT PLAN
4 GRADING, STORMWATER, & EROSION CONTROL PLAN
5 WASTEWATER TREATMENT AND DISPOSAL PLAN
6 LIGHTING AND LANDSCAPING PLAN
7 STORMWATER & EROSION CONTROL CONSTRUCTION DETAILS
8 WASTEWATER TREATMENT & DISPOSAL CONSTRUCTION DETAILS
ENGINEER CERTIFICATE OF INSTALLED
STORMWATER IMPROVEMENTS
ON THE SITE PLAN ENTITLED TRACT-5 WINDCHASER INDUSTRIAL SUBDIVISION.
STORMWATER DRAINAGE IMPROVEMENTS HAVE BEEN INSTALLED ACCORDING TO THESE
PLANS AND SPECIFICATIONS PREPARED BY BISSELL PROFESSIONAL GROUP, AND APPROVED
BY THE CURRITUCK COUNTY PLANNING DEPARTMENT. CURRITUCK COUNTY ASSUMES NO
RESPONSIBILITY FOR THE DESIGN, MAINTENANCE OR THE GUARANTEED PERFORMANCE OF
THE STORM WATER DRAINAGE IMPROVEMENTS.
DEVELOPER CERTIFICATE OF
STORMWATER IMPROVEMENTS
I, ROBERT J. O'CONNOR, OWNER/AGENT DO HEREBY CERTIFY THAT I WILL DEVELOP THE
PROPERTY IN ACCORDANCE WITH THE APPROVED PLANS WHICH WILL BE_CONSTRUCTEO OR
MAINTAINED SO THAT SURFACE WATERS FROM SUCH DEVELOPMENT ARE NOT
UNREASONABLY'COLLECTED AND CHANNELED ONTO LOWER ADJACENT PROPERTIES AT
SUCH LOCATIONS OR AT SUCH VOLUMES AS TO CAUSE SUBSTANTIAL DAMAGE TO SUCH
LOWER ADJACENT PROPERTIES. IN ADDITION, THE DEVELOPMENT WILL BE CONSTRUCTED OR
MAINTAINED SOTHAT IT WILL NOT UNREASONABLY IMPEDE THE NATURAL FLOW OF WATER
FROM HIGHER ADJACENT PROPERTIES ACROSS SUCH DEVELOPMENT, THEREBY
UNRE N CAUSING SUBSTANTIAL DAMAGE TO SUCH -HIGHER ADJACENT PROPERTIES.
3p
C 1 C-`;.'._ _.._I-.Y
O.:-Narcl� 25 oS
Siormwater Permit NoSW %�/V3I�
Ori-nc�,�ly gPprov2cA can
o N
num.m AMODnVAl c APr Grm noon PRIr1R Tn PRO,IFCT CONSTRUCTION
%(car-J� 2 S- 1 ZO6 `J
2S 1 200 D
o� APB{ l 2y , 200-1
PERMIT
AGENCY
SUBMISSION DATE
APPROVAL DATE
REFERENCE NUMBER
SEDIMENTATION AND EROSION CONTROL PERMIT
N.C.D.E.N.R. DIVISION OF LAND RESOURCES
3/12/09
3/25/09
CURRI-2009-011
STORMWATER MANAGEMENT PERMIT
N.C.D.E.N.R. DIVISION OF WATER QUALITY
3/12/09
3/25/09
SW7090316
WASTEWATER TREATMENT & DISPOSAL PERMIT
ALBEMARLE REGIONAL HEALTH SERVICES
2/24/09
POWER EASEMENT ENCROACHMENT AGREEMENT
VIRGINIA DOMINION POWER
2/23/09
ZONING PERMIT
CURRITUCK COUNTY PLANNING DEPT.
2/26/09
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DEKiNED:
CHECKED:
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MSB
DRAWN:
APPROVED:
DMK
MSB
SHEET:
2
8
m
CAD FILE:
440900B1
PROJECT NO:
4409

LEGEND
- - - - - - - - - - -
ROADWAY EASEMENT
PROPERTY BOUNDARY
ADJOINING PROPERTY
----- -------------
POWER EASEMENT
- - - - - - - - - - -
EASEMENT LINE (AS NOTED)
- - - - - - - -9- - - -
EXISTING GRADE CONTOURS
X 8.6
EXISTING GRADE SPOT ELEVATION
_ _ _ _ _ _ _ _ _ _ -
EXISTING CULVERT PIPE(SIZE AS NOTED)
•• •
EXISTING DITCH CENTERLINE
EXISTING DITCH TOP OF BANK
OHE OHE
EXISTING OVERHEAD ELECTRICAL
EWL EWL
EXISTING WATER MAIN (SIZE AS NOTED)
EXISTING TREE LINE
P
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
PROPOSED GRADE CONTOURS
•\9.0
FINISHED GRADE SPOT ELEVATION
PROPOSED EDGE OF CONCRETE
-0 0 0
PROPOSED FENCELINE
-•-•-•-•-•-•-
PROPOSED DITCH
PROPOSED CULVERT PIPE W/ RIP RAP
OUTLET PROTECTION (SIZE AS NOTED)
— w ■ w—
PROPOSED WATER SERVICE LINE
PROPOSED SILT FENCE
X X
PROPOSED LIMITS OF DISTURBANCE
— FM FM
PROPOSED SANITARY SEWER FORCE MAIN
DRAINAGE FLOW DIRECTION
{
PROPOSED STONE CHECK DAM
RB OFILOF EXISTING FARM DITCH
TO
II+1 . I
1 �+I � {j1{
QI III EXISTING DRAINAGE DITCH DRAINS I
II 1 I TO GUNIEA MILL RUN CANAL / 1
I A TRIBUTARY TO ROLAND CREEK / /
IIII II NOW OR FORMERLY I
I III I AND ULTIMATELY - / RICHARD C. WEBB, II I
I IIII • I, THE NORTHWEST RIVER ' I PHYLLIS K, WEBB
1 1• II \ I PARCEL 3 I
I III • III o\ I D.B. 476, PG. 903 I
IIII I1 P.C. q SL-62 /
1 IIII IIV
11 .IIII 1j1 \ I i
IIII 1 \1 "I
lilt
PORTION OF THE EXISTING DITCH WILL w
BE DEEPEND AS PART OF THE-
_ WASTEWATER DISPOSAL SYSTEM. \
ALL IMPROVEMENTS MADE ON THE
NOTHERN SIDE P THE EXISTING DITCH \\ .!
. SIDE SLOPES.-3-.1 m : ".-.-.-- --.-- _�_ 1,_. __ ... :._
' ' Iln•1141 \ / i'\ i' I
oo Iliil
I III II \\ NOW OR FORMERLY
RICHARD C. WEBB, II
I II \ PARCEL ----
I I I V A D.B. 404, PG. 810 .
Iu W III I I \ \ P.C. F, SL 154 _ _ _ _ _ _ _ _
_ _ _
Ld
--
WINDCHASER WAY
I
ROADWAY EASEMENT)
EXISTING
GRAVEL ROAD (VARIABLE WIDTH - .- - _ _ _
771----
-
7 = I -- --_— —__—
(EE DETAILS ON SHEET 5) �'" '
_--_---
• •• • •• ---_-----------------��'---- ----J. 20,DRAINAGE & TI TY EASEMENT I PEND FILLING
STINGN E NTO e
I 2 = pS. �• U LL ENT
1 OF
F TIE EXISTING FARM DITCH g1.
R@ -_ - - - PROPOSED SWALE L
- - - _ \\ 11\t 11 i I r BEGIN FILLING ' ' - I EX DITCH RM
1 PORTION OF ! SWALE INVERT 553 4
EXISTING I III ----8- - �- P.
------------!------ta----.---td--1 EXISTING FARM "t- IN 2 .
7 EXISTING FARM O O ° DITCH I
r
vx� 36' CULVERT 11 IIII I DITCH INVERT:
INV. IN:1.6B' 11 ill QIII B e ' 1 I �( T:76'5'I _ _ _ _ _ _
INV. ODT:1.48' -7 - _ _ - - _ - - _ - _ -f_ _ -_ _ _ - _7_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -
_ _ _ _ _ _ _ _ _ lfL�L///i'/:: �TJY/`fflT,�%%Tl%z/7/Y/lYll/T/rr r..+. _._ - _=7 - i� •- _ _ _ _•� •_ _ - t•J _ ••
.-.
----
1 - '" - - - - - - - I
I Ii l 4h iIIIII 1i I SWALE
•, > EXISTING FARM
PROPOSED DITCH
INVERT:5.654 :oWASTE WATER
TEMPORARY 1 i i q III I TREATMENT SYSTEM
STONE CHECK DAMS 11,101l(SEE DETAILS ON SHEET 5) 1 I \ ,.2 : '' •: s i
PLACE DAMS AT OUTLET OF PROPOSED SWALE III II �I I I _____-------0------'�� I W W Z 1 I - PROPOSEDDRIVEWAY•"
I 1 O o CULVERT :..
IMPROVEMENTS WHERE THEY INTERSECT IMIH THE I i 11 I I �•''! 10 �' ,' I ..
•.
EXISTING I BOUNDARY DITCH. II I I I m 18' CMP CULVERT -'.'
EACH DAM SHALL SERVICE D MORE THAN }ACRE OF II 11 : : _ - - - -T�� - -
UPSTREAM LAND DISTURBANCE. IIII I 1 i i J" DI --Fy M ,-.-PROPOSED
/ I I LENGTH:
IN: 5.75•F ' ' - Vlv I .1 I J
(SEE DETAIL ON SHEET 7) 11 I I , - --Fu _� --Fv --FM FM —•FM — 1 +- '• - - I LIMITS OF DISTURBANCE
II II ( __----' , _ N—%�-FM= _FM •` • „' ' : • - .. m'o, TOTAL AREA: 7.0 ACRES
I II 1 ___---- 70_ INV. OUT:5.7' ,
I am : RIP -RAP OUTLET STABILIZATION'. _ "- I I
it
I (SEE DETAIL ON SHEEP 7) PROPOSED
COL - ••�
r tm m \ ' LECTOR SWALE 'P
ill I I I z4 PROPOSED \ , : SWALES SHALL BE INSTALLED AROUND THE PERIMETER PROPOSED
I I II I o I ' ' I °}' - . • OFFICE BUILDING ,�•: OF STORAGE YARD PRIOR 70 ITS CONSTFVCTION AND SILT FENCE
i I1 I it u 1 W w W I 1 �v! I ' ' ' `A AREA: 1.440 S,F -\ GRADED TO PROMOTE RUN OFF TO THE PROPOSED •
I / 2 2 = 1 I £ - .• -• MODULAR BUILDING - WET-DETENTION/SEDIMENT BASIN. ' %.I 1
TOTAL LENGTH: 3,350 LF.
I $OIL f Iz 1 ' �' - F.F.E.: 11.0' MSL '• ? AVG. DEPTH: 24' j9 - i I DISTURBANCE FOR CLARITY
III 1 / O O O � \ � SHOWN INSIDE OF LIMITS OF
It BORING 1 I 3 0 - '- •P ' -. = .,.• SIDE SLOPE: 3:1(H:V) - I
11 I I \ #1 I I h a m IJ ' - PROPOSED LONGITUDINAL SLOPE:
AS NOTED
1Fi/fT I 1
I I + ' ' ' I I CONCRETE SLABS
I 1 1 \ I 1 1 (SEE DETAIL ON SHEET 7) - -
I W W Li GRADE TO PROMOTE DRAINAGE TO -
\ O 1 I I '0 PERIMETER COLLECTOR SWALE
I I I I 1 I \ I I 1 (SEE SLAB DETAIL SHEET 7) -,.IP- - m' I I
I I I IIII \ I PROPOSED I J I I ! y
III IIII \ I SILT FENCE I 1 ' I I I ... i:'�. •' ... o
II IIII \ I PROPOSED TOTAL LENGTH: 3.350 LF. I W t- W W 1 I SWALE - i.!' . - .. ! I j I
I SHOWN INSIDE P LIMITS OF I = z Z ,
III III LIMITS OF DISTURBANCE DISTURBANCE FOR CLARITY / O 4/ p O I INVERT. 5.5' I .. ..'' • I I z
I I IIII I TOTAL AREA: 7.0 ACRES 1Lu 2 1 .. • , - - I m
III Ill�i \\ I I ' W I { I I �•--Y--�'� .' .. _ •:. 90
119
'�': ..
I,I1 IIII \ 1I I p UO o 1 .0p O I I I o. INLET SWALE .. - VEGETATIVE. EARTHEN ISLAND , I I I
\ I i W/ RIP -RAP INLET _ _ - FOR LANDSCAPING
1 1 1\ 1 u I a I 1 i PROTECTION I
1 \ o ; I �-' I I INVERT: 5.4' - SIDE SLOPE:' 3:1 ,,Qo - I NOW OR FORMERLY
\1 1 11\ 1 I N WINDCHASER LLC
1 , '(SEE DETAIL ON SHEET 7)• _ 0i I TRACT 4
NOW OR FORMERLY 1 \ 1j11 i \ I W DRAINAGE EASEMENT PLATED / .. t ' ' ' • ' _ I I a P.C. L. SL 6
1 1 \` 2 AROUND BASIN AS I
WINDCHASER L.LC 11p111 / I O
1 DESCRIBED. ACCESS
TRACT 8 PROVIDED BY ACCESS 15,
i
P.C. L, SL 7 111 C EASEMENT ALONG REAR MID
� jV I I � • . � - •2 • I I � _
1 \ 1 , it I SIDE LOT LINES 1 I ``'d- .. P'O 1 SWALE HIGH
TEMPORARY 1 1 ' . - r .. - i PaNTIss•
111 `\ STONE CHECK DAM x = I zs oz 3l' E
\ DAM SHALL BE PLACED WITHIN EXISTING FARM DITCH PRIOR O ' I t 77,23 I d, ' . a INLET SWALE - o' • .' : -
EXISTING 111 11' I TO FILLING. DAM SHALL SERVICE NO MORE THAN } ACRE P o _
BOUNDARY DITCH \11 i II N \ \ UPSTREAM LAND DISTURBANCE. �� ''ol �: W/PRD,�AP IFT - - .-.; - p'... 1 RE EXISTING
POSED SWALE
INTO
11 1 I (SEE DETAIL ON SHEET 7) I .`• \l
\ 1 \I jYp , \ i 7 i , ¢i'INVERT. 5.8'
W r I / • (SEE DETAIL ON SHEET 7) .. .
G :.
\\1 11 I ,�.., i 1 4 I. Z1,7
PROPOSED-----
_-GRAVEL STORAGE YARD ..- -7- - - - - - - - - - --- - - -_ _ _ - 7 6 _ _ -I - _ - - _ - _ _ _ %j/f/jam fj�jJ AREA:129�544 S.ED TO ROM (f�,lj{�/J/j/ -_ •_'- - - - - - - ---- - - -.--_ _ -_ _- -.�� _• - - - •-•-=• • -_ - L7lI7.G?L�_/,Y!'[iZ!/✓Y7 AREA TO BE CROYMED 70 PROMOTE. <i!1 I I -7
- -"I _ - - - - Ow-_�-Os�t I -r7 - o mJ LDRAINAGE TO SWALEEIER COLLECTOR S.1 END FILLING
- - - - - 1 BEGIN flLLING ! I °y .. - • . . .. PORTION OF
1 I I EXISTING FARM
1 1 , 1 I , • . ' - - . EXISTING FARM DITCH
11� 1 1 \ / PORTION OF 1 I ate- i
11 \ 1\ I EXISTING FARM EXISTING FARM I - ro PROPOSED DITCH
111 \ \\ \ I DITCH ' ' aTCH 1 I ►1I o 1 WET -DETENTION BASIN
wOF*
_ • - I I .
111 \ \ It 1 W w 1 L S I "THE BASIN SHALL BE INSTALLED AT THE INITIAL STAGE OF • •- - - -
11 DEVELOPMENT. ITS SEDIMENT FOREBAY SHALL BE USED AS vll,
FOREDAY� A TEMPORARY SEDIMENT BASIN TO CAPTURE RUNOFF , . - I I PROPOSED
IT= I DURING THE CONSTRUCTION OF THE STORAGE YARD. ONCE
THE YARD IS COMPLETE, AND THE AREA HAS BEEN ., I I COLLECTOR SWALE
I ,: t ' ' I 4'
EXISTING SINGLE r( _ PROPERLY STABILIZED, THE FOREBAY SHALL RESTORED TO .. .. • - - - ( AVG. DEPTH: 2)
1 1 \ ! ! ITS DESIGN SPECIFICATIONS. I I SIDE SLOPE 3:1 H:V
W STRUCTURE W W / -' J
11 \1 I \ / •r POWER POLE = O 1 p� -- _ '(FOR AREAS, VOLUMES. AND OTHER DESIGN SPECIFICATIONS: •,P - LONGITUDINAL SLOPE: O.00IFT/FT
L;\ \ 11 \ I \ 1 O STRUCTURE O I o a 1 SEE PLAN AND SECTION DETAILS ON SHEET 7} .- 'o : = - - �•:: INVERTS AS NOTED
1`1 \ \I \ It \ I 02087-217 ' " \ ems• " �, ' ,0 1 I 1 (SEE DETAIL ON SHEET 7)
It
PROPOSED
\ 11 \ \ I 1 ( s°I COLLECTOR SWALELa Ld T
\\\\I1\\\\\ \ \ \ 1 2 Y 2 I o P o c•_ I ' •OF S'TSWALEORAGE YARDHALL 13EI NSTALLED PRIOR TO ITS CONSTRUCTIAROUND THE O
N EAINED `A '-' I'•" f .•. I I .
O �/ f ka 0 o,jv INr I GRADED TO PROMOTE RUN OFF TO THE PROPOSED ' \' ,.I , ' . '' • '
WET-0ETENRON/SEDIMENT BASIN. -VEGETATIVE EARTHEN ISLAND .
:.
O\ \ \ ro I / I m ur �1 go 1 m m Iu • ; : , • AVG. DEPTH: 24' \ ;, FOR LANDSCAPING
W I �.., '•- m) y��, a .� I SIDE SLOPE' 3:1(H:V) . F AVG. HEIGHT: 12' I
S = 2 I >= F 1 tim 1t1 - LONGITUDINAL SLOPE 0.001F7/FF •• •\ SIDE SLPE: 3:1
1 '- �� 0 1 2=I Nm� I INVERTS AS NOTED , �, I•
I 3e l ( m+ I (SE DETAIL ON SHEET 71•$OIL
\ _ _�a I: BORING ... I 1
w w- - W 1 SOIL TEMPORARY
: ` m m STONE CHECK DAM
\\\ \ \\ \ I = 2 = 1 I I BORING I •' ' • ' ' I PLACE DAM AT OUTLET OF PROPOSED SWALE WHERE
\ \ \ \ O O O I •\' •.'I. �'
IT INTERSECTS WITH THE EXISTING BOUNDARY DITCH.
\\� \\ \ \ I I 1 i !/ i�2 I -�• - \- I• v ,;r DAM SHALL SERVICE NO MORE THAN } ACRE OF
UPSTREAM LAND DISTURBANCE.
\ I I 1 I ' . :' . - (SEE DETAIL ON SHEET 7)
i i i I i ° �' •'
\y/- - - -=sT--- I .-._ _ -- - -
SWALESWA I /
INVERT 6.25' I
------ INVERT:5.9'-IWm- _ _ _ _ _ _ _ --------�
O O O FI __ I --_-- --_7-i __I -----.------------- -- ___---- - _---- EXISTING INVERT 493 H
_ _ _ _ _ _ i II DE PROPOSED SWAIF INTO
----- ----- ---- Ij
\�\\ \\\\ I - �� - - - - - - - - / DITCH
�149.84' it -S 31'48'19' W -7-
\\ \\\ I -�--uNE ONLY i��I f I. Ii
1V 35. DRAINAGE, UTILITY, &ACCESS EASEMENT '
\\ \\\\ 1 W TE i. 1 _ _ __ _ ---------_ __
O 1r� �_� �� �_ _�_�_ Irk - >_� -_ _ _ _ _ _ _ _ _ _ _ _ _- _ _
�64.td_ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3
... 0 .0 000
EXISTING
PROPOSED BOUNDARY DITCH
I OVERFLOW SPILLWAY
I LENGTH: 50' RIP -RAP OUTLET TEMPORARY PROPOSED
BOTTOM W1DTH:6' PROTECTION STONE CHECK DAM DRAW DOWN DEVICE
1 AVG. DEPTH:1.0' PLACE RIPRAP APRON AT PUCE DAM JUST UPSTREAM OF 24% PERFORATED & NOW OF FORMERLY
_ _ = CHARLES R. MERCER
INVERT IN:6.9' OUTLET OF DRAWDOWN PIPE. THE OUTFALL" OF SPILLWAY. CORREGATED H.D.P.E RISER
O O O INVERT OUT.5.9' INVERT OUT: 4.3' INSTALL AT INITIAL STAGE OF W/ 15' H.D.P.E OUTLET PIPE D.B. 153, PG. 865
1 - SIDE SLPE:3:1(H:V) (SEE DETAIL ON SHEET 7) CONSTRUCTION. ONCE THE SITE INVERT IN: 4.5' GRAPHIC SCALE
/ LINE FIRST IS! W/ CEO -TEXTILE FABRC NOTE: THE OUTLET OF THE & BASIN ARE PROPERLY INVERT OUT:4.3'
1 ' 'AND CLASS RIPRAP STABILIZED REPLACE WITH LONGITUDINAL SLOPE0.0025 FT/FT
I & VEGETATE THE REMAINING; 35- W/ ATRNSTALLATI PIPE
ON. THE CAP SHALL BE RIP -RAP W7OP�ROTECTION AS (SEE DETAIL ON SHEET 7) 40 0 20 40 80 16D
N.
BERMUDA GRASS REMOVED ONCE SITE
TA& BASIN ARE (SEE DETAILS ON SHEET 7)
I O O O (SEE DETAIL ON SHEET 7)
I 1 I
( IN FEET )
1 inch = 40 ft.
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DESIGDER
CHEq(ED:
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MSB
DRANTI:
APfTiOVEP.
DMK
MSS
SHEET:
4 8
OF
CAD FILE:
440900BI
PROJECT NO:
4409

GENERAL PROJECT NOTES:
1. PROJECT NAME: WINDCHASER INDUSTRIAL SUBDIVISION
CONSTRUCTION SEQUENCE
SCHEDULE
LAND GRADING CONSTRUCTION SPECIFICATIONS
PERMANENT SEEDING
The seeding is to reduce erosion
TEMPORARY SEEDING
The purpose of temporary seeding is to temporarily stabilize
SODDING
The purpose of permanent seeding is to prevent erosion
TRACT5-COMMERCIALSI?EOEVELOPMENT
RACT5,COMMERCKLSITED DEVELONORTH PMENT
1. Construct & maintain all erosion & sedimentation control practices &
purpose of permanent
and decrease sediment yield from disturbed areas, and
denuded areas that will not be brought to final grade for a
and damage from sediment and runoff by stabilizing the
MOYOCK2.
CONSTRUCTION ACTIVITY
SCHEDULE CONSIDERATION
measures in accordance with the approved sedimentation control Ian and
p p
to permanent) stabilize such areas in a manner that is
period of more than 21 calendar days
soil surface with permanent vegetationfor the purpose of:
DEVELOPER: MOYOCKREALTY,LLC,C/OROBERTJ.O'CONNOR
P.O. BOX 1211 48 RA
F NKLINST.
Construction Access-
Construction entrance,
First land -disturbing
activity -Stabilize bare
construction schedule.
economical, adapts to site conditions, and allows selection
TEMPORARY SEEDING SPECIFICATIONS
-the provision of immediate vegetative cover in critical areas
P 9
material
-to stobilze disturbed areas with a suitable plant mat
WESTFIELD, MA 01086P
3. PROJECT DESCRIPTION: COMMERCIAL SITE DEVELOPMENT
construction routes, equipment
areas
immediately with gravel &
2. Remove good topsoil from areas to be graded and filled, and preserve it
of the most appropriate loot materials. These areas
must be seeded or planted within 15 working days or 90
Seeding Recommendations for Late Winter &Early Spring
that cannot be established by seed.
& areas of
4. NEAREST RECEIVING STREAM: GUNIEA MILL RUN CANAL
parking areas
temporary vegetation as
for use in finishing the radio of all critical areas.
9 grading
calendar days after final grade is reached, unless temporary
9 P Y
SEEDING DATES- December 1 to April 15
SEEDING MIXTURE
-to stabiize drainageways channels and other
concentrated flow where flow velocities will not exceed that
5. CLASSIFICATION: C;Sw-PASQUOTANKBASIN
construction takes place.
3. Scarify areas to be topsoiled to a minimum depth of 2 inches before
stabilization is applied.
Species Rate (lb/acre)
specified grass lining.
6. PROJECT AREA TABULATION:
Sediment Traps & Barriers
Install principal basins after
placing topsoil.
PERMANENT SEEDING SPECIFICATIONS
Winter Rye (grain) 120 (Annual Ryegross shall not be used)
SODDING SPECIFICATIONS
TOTAL TRACT AREA:
11.15 AC.
PARKING AND OFFICE DEVELOPMENT AREA:
5.81 AC.
WASTEWATER DISPOSAL SYSTEM AREA:
0.68 AC.
MISC. DISTURBED AREA:
0.51 AC.
TOTAL MAXIMUM DISTURBED AREA:
7.00 AC.
Basin traps, sediment fences,
d h one end
construction site is accesses
-
Seeding Recommendations for Summer
Annual Lespedezo 50
Sod Qualit -
& outlet protection
Install additional traps and
4. Clear & grub areas to be filled to remove trees, vegetation, roots, or
SEEDING DATES- April
to July
(Kobe)
Y
be machine cut at a
uniform depth of 1/2-2 inches
barriers as needed during
other objectionable material that would affect the planned stability of fill.
SEEDING MIXTURE
■Omit Annual Lespedezo when duration of temporary cover
-Sod should
-Sod not have been cut in
excessively wet or dry weather.
grading.
Species
Rate
is not to extend beyond June
should
-Sections of sod should be standard
size as determined by the
Runoff Control-
Install key after
5. Ensure that fill material is free of brush, rubbish, rocks, logs, stumps,
Common bermudagrass
10/1,000 sf (sprigs)
supplier, uniform, and untorn.
Diversions, perimeter dikes,
practices
principal sediments traps and
buildingdebris, and other materials inappropriate for constructing stable fills.
9
SEEDING NOTES-
1-2 Ib/1,000 sf (seed)
Soil Amendments -
Follow recommendations of soil tests or apply 2,000 Ib/acre
-Sections of sod should be strong
enough to support their own
h lift d b
NOTE:
water bars and outlet
t t
f
before land grading. in
Install 9
9
6. Place all fill in la ers n of to exceed 9 inches in thickness and cam act
Y P
establishment.
.Moisture is essential during initial establishme
1. Sprig or sod g
- -
10 10 far Ili er.
limestone and 750 Ib acre 10 t z
ground agricultural /
lean saewen I e
retain their s z weight and y
9 P
-Harvest, deliver and installation of sod should take place within
All areas have been calculated utilizing properties
protection
additional runoff -control
conveyance once measures duringthe
y
layers as required to reduce erosion, slippage, settlement, or other
Sod must be kept watered for 2-3weeks, but can be planted
Y•
a period of 36 hours.
Within theAutocadsoftware.
grading.
related problems.
earlier or later than sprigs.
Mulch-
Mulch -
Runoff Conveyance System-
Where
7. Do not incorporate frozen material or soft, muck or highly compressible
rP Y• 9 Y P
Amendments-
Soil Amandme t
- straw b tacking with as halt
rite straw. Anchor s
Apply 4,000 Ib/o Y 9 P
- tool. A disk with blades set near)
mulch -anchoring to Y netting, or a mu
9• 9
nts-
Soil lime and apply according to soil tests or
m and fertilizer erica Y
Apply lime PP
9
N GTE:
All excavated material occurring duringof construction will remain on•site
y ystem
Stabilize streambanks, storm
ere necessary, stobilze
streambanks as early as possible.
materials into fill slopes.
Apply lime and fertilizer according to soil tests or apply
straight can be used as amulch-anchoring tool.
PP y
2 tons/acre of pulverized ogricul'.Jral limestone and 1,000 lb/acre
basin ermin
for packing lot grading and detention basin berming.
drains, channels, Inlet & outlet
Install principal runoff conveyance
B. Do not place fill on o frozen foundation, due to possible subsidence and
3,000 Ib/acre ground agricultural limestone and 500 Ib/acre
10-10-10 fertilizer in the fall, or 5-10-10 in spring.
protection, slope drains
system with runoff -control
measures. Install
sli a e.
PP 9
10-10-10 fertilizer, or 50 lb/acre nitrogen from turf -type
slow -release fertilizer. Add 25-50 lb/acre nitrogen at
Maintenance -
Refertilize if growth is not fully adequate. Reseed, fertilize and mulch
prior to laying sod, clear the soil surface of trash, debris,
NOTE:
Provide a groundcover(temporary orpermanent) onexposed slopes within 21days
remainder of
system after grading.
9, Keep diversions and other water conveyance measures free of sediment
2-3 week intervals through midsummer.
immediately following erosion or other damage.
roots, branches, stones, and clods larger than 2 inches in
following completions of any phase of grading; a permanent groundcover foar all
disturbed areas Within 15 working days or 90 calendar days (whichever is shorter)
Land Clearing & Grading-
Begin major clearing and grading
during all phases of development.
Sprigging-
Seeding Recommendations for Summer
diameter. Fill or level low spots in order to ovoid standing
water. Rake or harrow the site to achieve a smooth and
following completion of construction ordevelo development.
P
Site preparation- cutting,
P P 9•
after principal & key
P P Y
Handle seeps springs encountered during construction in accordance
Plant sprigs in furrows with a tractor -drawn transplanter,
SEEDING DATES- April 15 to August 15
level final grade. Complete soil preparation b rolling or
9 P P P Y 9
fillip & grading, sediment
9 9 9•
runoff -control measures are
with h
with approved methods.
or broadcast by hand.
SEEDING MIXTURE
Species Rate (lb/acre)
culti ackin to firm soil.
P 9
NOTE:
traps, barriers, diversions,
installed. Clear borrow &disposal
There are no jurisdictional wetlands located on -site.
drains, surface roughening
areas as needed. Install
11. Provide a groundcover (temporary or permanent) on exposed slopes within
- e apart.
Furrows should be 4 6 inches deep and 2 feet po
n Millet 40
German
Sod Installation-
additional control measures as
21 calender days, following completion of any phase of grading; and, a
Place sprigs about 2 ft. apart in a row with one end
P
1. Moistening the sod after it is unrolled helps maintain viability.
SEDIMENTATION AND EROSION CONTROL NOTES:
grading progresses. Mark trees &
buffer areas for preservation.
permanent groundcover for all disturbed areas within 15 working days or 90
v round level.
at or abo e g
S oil Amendments -
Follow recommendations of soil tests or apply 2,000 Ib/ocre ground
Store in shade during installation.
2. Rake the soil surface to break the crust just before laying
A. NARRATIVE AND SITE DATA:
calender days (whichever is shorter) following completion of construction or
p sprigs
Broadcast at rates shown above, and press s ri s into
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
sod. During the summer, lightly irrigate the soil, immediately
The projectwill consistof the construction of a 3.0 acre gravel storage yard
Surface Stabilization-
Apply temporary or permanent
development.
the top 1/2-2 inches of soil with a disk set straight
before laying sod to cool the soil and reduce root burning &
with a 1,440 s.f. modular office building and associative utility and drainage
Temporary & permanent
stabilization measures
12. Provide adequate protection from erosion for all topsoil stockpiles, borrow
so that sprigs are not brought back toward the surface.
Mulch-
dieback.
infrastructure improvements. The development will be located on a 11.15 acre parcel
seeding, mulching, sodding,
immediately on all disturbed
areas, and spoil areas.
Apply 4,000-lb/acre straw. Anchor straw by tacking with asphalt,
3. Do not sod on grave, frozen soils, or soils that hove been
know as Tract-5 of the WrndchaserIndustrial Subdivision locatedalong Windchaser
riprap,
areas where work is delayed or
Mulch-
netting, or a mulch -anchoring tool. A disk with blades set nearly
treated recently with sterilants or herbicides.
Way on the west side of Caratoke Hwy. (NC 168) In Moyock, Currituck County, North
complete.
MAINTENANCE.
Do not
straightmulchcan be used as a mulch -anchoring tool.
4. Lay the first row of sod in a straight line with subsequent
Carolina.
The site's existingtopography is gat, with slopes ranging between 0-1%.
p g g
Building Construction-
Install necessary erosion &
Periodically check all graded areas &the supporting erosion & sedimentation
control practices, especially after heavy rainfalls. Promptly remove all
Maintenance-
Maintenance-
st each other,
rows placed parallel to and bc"-.ling tightly against
Stagger strips in a brick -like pattern. Be sure that the sod is
Elevations across the site range from 6.5 ft msl in the southwestem comerto 8.5 R
Buildings, utilities, ovin
g paving.
sedimentation control practices
sediment from diversions and other water -disposal practices. If washouts or
Water as needed and mow to 3/4 to 1-inch height.
Refertilize if growth is not fully adequate. Reseed, fertilize and
not stretched or overlapped and that oil joints
mist in the northwestern corner. The entire tract, with the exception of an existing
as work takes place.
breaks occur, repair them immediately. Prompt maintenance of small -eroded
Topdress with 40 lb/acre nitrogen in April, 50 lb in May,
mulch immediately following erosion or other damage,
are butted tightly to prevent voids. Use a knife
gravel road, is open agricultural land that is still being fanned. Two existing farm
areas before they become significant gullies is an essential part of on
50 Ib in June, 50 lb in July, and 25 lb in August.
fi lire eas.
or sharp spade to trim and t irregular shaped ar
ditches run east to west through the center of the site. These ditches outiettoan
Landscaping & Final
Stabilize all open areas, including
effective erosion & sedimentation control plan.
Seeding Recommendations for Fall
5. Install strips of sod with their longest dimension perpindicular
existing boundary ditch which runs along the southern and western property lines of
Stabilization-
borrow &spoil areas. Remove &
SEEDING DATES- August 15 to December 30
to the slope. On slopes of 3:1 or greater, or wherever erosion may
the tract. -its boundary ditch continues to run north where it connects Into Guinea Mill
Topsoiling, trees & shrubs,
stabilize all temporary control
SEEDING MIXTURE
be a problem, secure sod with pegs or staples.
Run Canal, a tributary to Roland Creek, Tull Creek, Tull Bay, and ultimately the
permanent seeding, mulching,
measures.
Species Rate (lb/acre)
6. As sodding of clearly defined areas is completed, roll
Northwest River to the east. The site currently contains no structural development
sodding, riprap
Winter Rye (grain) 120
sod to provide good contact between roots and soil.
with the exception of several power pole structures located within the 150' VEPCO
Soil Amendments-
7. After rolling, irrigate until the soil is wet 4 inches below the sod.
Power Easement crossing the site. There are no jurisdictional wetlands on site.
Follow recommendations of soil tests or apply 2,000 lb/acre ground
8. Keep sodded areas moist to a depth of 4 inches until
the
Surrounding land use is either industrial or agricultural In nature.
agricultural limestone and 1,000 lb/acre 10-10-10 fertilizer.
the grass takes root. This can be determined by tugging on sod.
Site soils are composed primarily of Roanoke fine sandy loam. Roanoke soil is
-
9. Mowing should not be attempted until the sod
described as a nearly level, poorly drained soft, with slow permeability, located on
3,000 PSI CONCRETE SLAB
Mulch -
IS firmly rooted, usually 2-3 weeks.
broad flats in slightly depressed drainageways as perthe Cunituck County Soil
Survey Manual dated 1986. Three
it' CHAMFER, TYP,
w/ 6"x6'-W1.4xwi.4 WWF
REINFORCEMENT Purim 2'
Apply 4,000-Ib/acre straw. Anchor straw by tacking with asphalt,
Sodded Waterways
soil borings taken across the site revealed the
from
BELOW Tor+ OF Sue
netting,or a mulch -anchoring tool. A disk with blades set nearly
9
1. Prepare soil as described above.
presence of primarily gray sandy clay the surface to a depth of around 45".
Below this day layer a clayey grayish sand was present. Evidence of an approximate
\
straight can be used as a mulch -anchoring tool.
2. Lay sod strips perpindicular to the direction of flow, with
seasonal high water table waste was found at 42" below the surface.
SLOPE TODRAINa1/8'/Fr -�
° I
�
Maintenance-
the lateral joints staggered in a brick -like pattern.
B. MAINTENANCE:
/\// �/ // % ' /\//
/\\�\%�\/\\\` j�\/
.a
.
q
4 0 a .. "
�
" °
. '
Repair and refer{ilize damaged areas immediately. Topdress with
I o ether.
Butt edga9 tlg y g
1. CHECK TEMPORARY EROSION CONTROL DEVICES AFTER EACH
/'//
, ,
° °<
:4
'�'O
50 Ib/acre of nitrogen in March. If it i5 necessary to extend temporary
Maintenance -
SIGNIFICANT RAINFALL AND/OR BI-WEEKLY. REPAIRANDREMOVE
SEDIMENT BUILD-UP AS NECESSARY.
-
° °
_ . .,
° ' e4 r.
cover beyond June 15, overseed with 50 Id/acre Kobe Lespedeza in late
After the first week, water as necessary to maintain adequate
2. CHECK STABILIZED AREAS AFTER EACH SIGNIFICANT RAINFALL
- .- ' a d °
<.': ° 4 ^ ° ° .��
February or Early March.
moisture in the root zone & prevent dormancy of the sod.
EVENT. RILLS AND GULLIES MUST BE REPAIRED, RE -SEEDED AND
_
MULCHED AS SOON AS POSSIBLE. TEMPORARY DIVERSIONS MAY BE
.4
Do not remove more than one-third of the shoot in any one
NECESSARY UNTIL NEW PLANTS DEVELOP.
mowing. Grass height should be maintained between 2-3 inches
BARE SPOTS MUST BE RELIMED, FERTILIZED, MULCHED AND
unless otherwise specified.
RESEEDED AS PROMPTLY AS POSSIBLE, YEARLY REFERTILIZATION
MAY BE REQUIRED TO MAINTAIN PRODUCTIVE STANDS.
4' COMPACTED_ ABC
After first growing season, established a so requires
3. PERFORM ROUTINE MAINTENANCE (INCLUDING MOWING AND CLEANING
fertilization, and may also require lime. Follow soil test
OF ROADWAY SWALE) ONCE FINAL STABILIZATION HAS OCCURRED.
C. NOTE:
/ / / / / / / Y
\y�\/\//\///�/ / \ PAACED SUBGRADEI/�/ /\/%\//�/�
\\........................\\
/ 1iYn/i
recommendations.
THE INTENT OF THIS PLAN IS TO:
/\\//\\//\'
/\y
//`//`//`//` `
- MINIMIZE THE EXTENT AND DURATION OF DISTURBED SOIL\/��
- PROTECT DISTURBED AREAS FROM STORMWATER RUNOFF.
STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE.
TYPCIAL CONCRETE SLAB SECTION A
TEMPORARY STONE CHECK DAM CONSTRUCTION SPECIFICATIONS:
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE
-
NOT TO SCALE
-
SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSAL OF
IT PROPERLY. HAUL ALL
- MAINTAIN LOW RUNOFF VELOCITIES (AND PROTECT AREAS
LOCATIONS AS NOTED ON PLAN
OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA.
EXTRA STRENGTH FILTER FABRIC -
NEEDED WITHOUT WIRE MESH SUPPORT
STEEL POST
ATTACH FILTER FABRIC
SECURELY TO UPSTREAM
SIDE OF POST -�
- WHERE THIS IS NOT POSSIBLE).
17
2 FT
- RETAIN SEDIMENT ON SITE WITH SILT FENCING AND SILT DAMS.
A L.!
F-
2. PLACE STONE 70 THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION.
MAX AT CENTER
THIS PLAN REPRESENTS MINIMUM SEDIMENTATION AND EROSION CONTROL
Z
3. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE
FILTER,
MEASURES. ADDITIONAL MEASURES AND DEVICEC MAY BE REQUIRED AS
d0
CHANNEL BANKS.
FABRIC
CONSTRUCTION PROCEEDS.
N
TYPICAL GRAVEL SURFACE SECTION
NOTE:
SURFACING SHALL CONSIST OF FINE GRADING THE SPECIFIED PARKING &
R1 R INSTALLING 6OF AGGREGATE BASE COURSE 7 DRIVE AREAS A " (#
A D N S
STONE), THE SOIL SUBGRADE BENEATH SHALL BE COMPACTED TO AT
LEAST 95 % OF ASTM D 698 PRIOR TO ANY PLACEMENT OF SUBBASE
FILL OR STONE BASE COURSE ALL SITE PREPARATION AND THE DESIGN
AND CONSTRUCTION OF ALL FOUNDATIONS, GROUND SLABS, AND
PAVEMENTS SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS
PROVIDED BY A GEOTECHNICAL ENGINEER
INLET SWALE
W/ kIP-RAP PROTECTION PROPOSED GRAVEI.'STgRAGE YARD
•) .I I I (SEE DETAIL THIS SHEET) .
-S 60'57'29' I '.'
T B
I - ORAINA :F .GtiFYFNI
col
M - rr?(
1mr-
zI
INLET SWALE /
W/ RIP - RAP PROTECTION 1
INV. IN:5.4' I I I
(SEE DETAIL THIS SHEET)
I I (
\ ) I I
\ I I I
10 YR STORM STORAGE ELEV:6.9-
-TEMPORARY Pnni • s s• . - . - , - .
SEDIMENT FOREBAY ` OR`iNAGE
ISO'PO " /f F°
COLLECTOR SWALE SECTION
NOT TO SCALE (LOCATIONS AS DENOTED ON PLAN)
DEPTH: VARIES' (SEE PLAN)
SIDE SLOPE: 3:1
LONGITUDINAL SLOPE 0.1%
VEGETATE PATH TIFWAY BERMUDAGRASS
PLAN VIEW
Q
PIPE OUTLET TO WELL
DEFINED CHANNEL
AS NOTED 0.5'
CHANNEL
%�--
SECTION A -A d -
FILTER CLOTH KEY IN 6'-9 RECOMMENDED
FOR ENTIRE PI RIMETER
OUTLET PROTECTION/ CULVERT INLET
NOTES: 1. APRON LINING MATERIAL IS CLASS "A" RIP -RAP NOT TO SCALE
2. La, THE LENGTH OF THE RIPRAP APRON :7'
3. We. THE WIDTH OF THE RIPRAP APRON :4.5'
4. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER: 1.125 FT.
5. AVERAGE STONE DIAMETER: 6 IN.
) I I1 i(,
AREAS & VOLUMES OF SEDIMENT FOREBAY
I I
BOTTOM OF BASIN SURFACE AREA: 60 S.F. O ELEV. -2.0
I
TOP OF SEDIMENT STORAGE AREA: 301 S.F. O ELEV -1.0
I
SEDIMENT UME 181 CF.
GE �2.962
289, 17 C{ )) III
VEGETATIVE BANK
10' WIDE AQUATIC SHELF.
BOTTOM SHELF SURFACEAAREA: S.F. O ELEV. 4.0'
- - - - -
3 < I )
1 4 I
3A SIDE SLOPES
VEGETATE AS PER
10:1 SIDE SLOPES
VEGETATE AS PER
I
PERM. POOL SURFACE AREA: 4,042 S.F. O ELEV 4.5'
Y I I
FINISHED
SPECIFlCATON S
PER SPECIFlCATONS
V 09 C.F.
PERM, POOL VOLUME 9,9
1
1
a
eF.aa�Ear:1.a�IB1.1 Janice--7airk_
rrnp 1
a�l:IbY
z)Ll
JAI
WET
WET DETENTION BASIN PLAN VIEW
SCALE?"=30' (LOCATIONS AS DENOTED ON PLAN)
i j{� III BASIN I.D. BOTTOM ELEV. (FMSL) REMOVAL ELEV. (FMSL)
BASIN III-20 -1.0 `
I j I I I I NOTE ACCUMULATED SEDIMENT SHOULD BE REMOVED DOWN TO THE BASINS ORIGINAL DESIGN DEPTH,
l l 11f SEDIMENT BENCHMARK TABLE
I
I ( 111� 1j11
I I + 111
NOTE: DURING CONSTRUCTION OF THE DEVELOPMENT, THE WET -DETENTION BASIN FOREBAY WILL BE USED
FOR EROSION & SEDIMENT CONTROL. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS PROPERLY
STABILIZED THE FOREBAY SHALL BE CLEANED AND RESTORED TO ITS DESIGN SPECIFICATIONS.
I 11 DRAWDOWN PIPE OUTLET
I WITH RIP -RAP OUTLET CLASS "A" EROSION \
III + I I I I INVOUT: 4.3' j�\ \\ \\ 0 3 CONTROL STORE \\�
III (SEE SECTION FOR DErNL)q\\�\
/X�j%��\\\
III + () I OVERFLOW SPILLWAY GEO-TIXTILE
INV. IN: 6.9' FABRIC
INV. OU7: 5.9'
0 I i J I (SEE PROFILE AN
f I I I THIS SHEET)
I
I EXISTING BOUND
D SECTION INLET SWALE SECTION
NOT TO SCALE (LOCATIONS AS DENOTED ON PLAN)
LENGTH: IV
ARY DITCH DEPTH: VARIES' (SEE INVERTS)
SIDE SLOPE: &I
LONGITUDINAL SLOPE: OAX
LINE WITH GEO-TEXTILE FABRIC AND CLASS 'A"
ER051ON CONTROL STONE
4. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS OF THE
CHECK DAM.
5, ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER.
6. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.
7, MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL -GRADED MIXTURE OF STONE WITH A d50 SIZE OF 9
INCHES(CLASS B EROSION CONTROL STONE IS RECOMMENDED) AND A MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY BE
MACHINE PLACED AND THE SMALLER STONES WORKED INTO THE VOIDS OF THE LARGER STONES. THE STONE SHOULD BE HARD,
ANGULAR, AND HIGHLY WEATHER -RESISTANT.
B. STABIUZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP
IMMEDIATELY AFTER CONSTRUCTION.
9. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT
TO DAMAGE OR BLOCKAGE FROM DISPLACES STONES.
MAINTENANCE OF TEMPORARY STONE CHECK DAMS:
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (r OR GREATER) RAINFALL EVENT
AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, UMBS, OR OTHER DEBRIS WHEN NEEDED.
REMOVE SEDIMENT ACCUMULATION BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW
THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM. AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER
THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
AREAS & VOLUMES OF OVERALL WET DETENTION BASIN
BOTTOM OF BASIN SURFACE AREA: 3,395 S.F. O ELEV. -2.0
70P OF SEDIMENT STORAGE SURFACE AREA: 4.605 S.F O ELEV. -1.0'
TOTAL SEDIMENT STORAGE VOLUME 4,000 C.F.
BOTTOM OF SHELF SURFACE AREA:12,114 S.F. O ELEV. 4.0'
PERM. POOL SURFACE AREA: 14,990 S.F. O El". 4.W
PERM, POOL VOLUME 48,574 C.F
TOP OF SHELF SURFACE AREA: 18,025 S.F. O ELEV. 5.0'
DESIGN TEMP. POOL SURFACE AREA: 18,966 S.F. O ELEV. 5.5'
DESIGN TEMP. POOL VOLUME 17,502 C.F.
FOREBAY EMBANKMENT 10 YR STORM STORAGE SURFACE AREA: 21.676 S.F. O ELEV. 6.9'
3:1 SIDE SLOPES 10 YR STORM STORAGE VOLUME 45.970 C.F.
WET DETENTION BASIN
CROSS SECTION
NOT TO SCALE (LOCATIONS AS DENOTED ON PLAN)
GRADUATED
SEDIMENT ACCUMULATION BENCHMARKS
(SEE TABLE)
PLANTTYPE
PLANT
SPACING
PLANTING LOCATION
JOE-PYE WEED (EUPATORIUM FISTULOSUM)
SWAMP MLKWEED (ASCLEPIAS INCARNATA)
PER VENDOR
PERIMETER AQUATIC SHELF
AROW PERM. POOL ELEV.
WHITE TURTIEHEAD (CHELONE GLABRA)
(SEE OTE
MUM OF SPECIES
LIZARD'S TAIL (SAURURUS CERNUUS)
ONW)MINI
RECOMMENDED
SAW GRASS (CLADIUM JAMAICENSE)
SWEET FLAG (ACORUS CALAMUS)
HELF
Ply/
BLUE FlAC IRIS (IRIS VIRpNICA)
PER VENDOR
pERLAQUATIC
1P OTIIXC. EIF
ARROW ALUM (PELTANDRA VIRGINICA)
(SEE NOTE
MINIMUM OF 3 SPECIES
PICKEREL WEED (PONTEDERIA COROATA)
BELOW)
RECOMMENDED
-I
ED 6" IN DEPTH (NOT TO EXCEED )
DUCK POTATO SAGITTARIA LATIFOUA
CDMMON BERMUDAGRASS
SEEDIN
SPECS.
VEGETATIVE SHELF ABOVE
PERIMETER AQUATIC SHELF
STEEL
0' WIDE AQUATC SHELF'
10:1 SIDE SLOPES
VEGETATE AS PER
PER SPECIFICATIONS
(SEE TABLE THIS PAGE)
DRAWDOWN STRUCTURE
H.D.P.E PIPE SHALL BE
PROPERLY ANCHORED
AS SHOWN HEREON
FLOW
y. -:
� 10'MAXI U M M SPACING WITH
WIRE SUPPORT FENCE
\, V MAXIMUM SPACING WITHOUT
WIRE SUPPORT FENCE
SILT FENCE INSTALLATION
NOT TO SCALE ISOMETRIC VIEW
STEEL POST
/- 36" HIGH MAXIMUM
FLOW
3/4" MINIMUM
DRAIN ROCK
TO 8"
12" MIN.
6" X 8" TRENCH WITH
COMPACTED BACKFILL
SILT FENCE INSTALLATION
NOT TO SCALE SECTION VIEW
SILT FENCE INSTALLATION SPECIFICATIONS:
1. FENCE POSTS SHALL BE A MINIMUM OF 36" LONG DRIVEN 16" MINIMUM INTO THE
GROUND. WOOD POSTS SHALL BE 11/2" X 11/2- SQUARE (MINIMUM) CUT, OR
13/4" DIAMETER (MINIMUM) ROUND AND SHALL BE OF SOUND QUALITY HARDWOOD.
STEEL POSTS WILL BE STANDARD T OR U SECTION WEIGHTING NOT LESS THAN 1.00
POND PER LINEAR FOOT.
2. GEOTEXTILE SHALL BE FASTENED SECURELY TO EACH FENCE POST WITH WIRE
TIES OR STAPLES AT TOP AND MID -SECTION AND SHALL MEET THE FOLLOWING
REQUIREMENTS FOR GEOTEXTILE CLASS R
Tensile Strength 50 Ibsen (min,) Test: MSMT 509
Tensile Modulus 20 IbsAn (min,) Test: MSMT 509
Flow Rate 0.3 gal ft / minute (max.) Test: MSMT 322
Filtering Efficiency 757. (min.) Test: MSMT 322
3. WHERE ENDS OF GEOTEXTILE FABRIC COME TOGETHER, THEY SHALL BE
OVERLAPPED, FOLDED AND STAPLED TO PREVENT SEDIMENT BYPASS,
4. SILT FENCE SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND MAINTAINED
WHEN BULGES OCCUR OR WHEN SEDIMENT ACCUMULATION REACHED 507, OF THE
FABRIC HEIGHT.
9"' FREEBOARD
FRONT VIEW
I-- 1.5' --1
2:1 SIDE SLOPE NATURAL
MAX
FREEBOARD
21FT
Wit\ MAX AT CENTER
�12" OF #5 OR CLASS B \FILTER
#57 STONE RIP RAP FABRIC
4' TO 6'
SECTION VIEW
TEMPORARY STONE CHECK DAM CONSTRUCTION
NOT TO SCALE LOCATIONS AS NOTED ON PLAN
OVERFLOW SPILLWAY
LINE FIRST 15' WITH GEO-TEXTILE FABRIC AND CLASS
'A" EROSION CONTROL STONE
SPILLWAY INVERT OUT: $.9'
VEGETATIVE BANK
3:1 SIDE SLOPES
VEGETATE REMAINING 35' WITH TIFWAY BERMUDAGRASS
VEGETATE AS PER
(SEE SECTION DETAIL BELOW)
NOTE:
NOTE:
SPECIFICATIONS
(SEE TABLE THIS PAGE)
OF DRAWDOWN PIPE SHALL BE
BERM
CAPPED AT INSTALLATION. CAP SHALL
SPILLWAY
ELEV,: 8.a,
BE REMOVED ONCE SITE &
INVERT IN:6.9'
AVG. EX GRADE
WET -DETENTION POND HAVE BEEN
PROPERLY STABILIZED.
• ELEV.:6.75't
15' DRAWDOWN PIPE OUTLET
INVERT OUT:4.3'
IXISTNG BOUNDARY DITCH
JNV. ELEV.:1.V
15" DRAWDOWN OUTLET PIPE - f -
ADS N-12 H.D.P.E OR EQUAL PLACE TEMPORARY STONE CHECK DAM JUST UPSTREAM OF THE OUTFALL OF THE
INV. IN: 4.V SPILLWAY (SEE DETAIL THIS SHEET). INSTALL AT INITIAL STAGE OF
INV. OUT: 4.3' CONSTRUCTION. ONCE THE SITE & WET -DETENTION POND HAVE BEEN PROPERLY
LENGTH:65 LF. STAIBUZED REPLACE THE CHECK DAM VAIN RIP -RAP OUTLET PROTECTION AT
LONGITUDINAL SLOPE .003 FT/FT THE OUTLET OF THE DRAWDOWN PIPE. (SEE DETAIL THIS SHEET)
LINE WITH
CLASS "A" EROSION CONTROL
PLACE 20" LONG X 15'X6" ECCENTRIC
3" DEEP NO
1HRE
INTO TOP OF PIPEL5DESIGN TEMPORARY POOL & i 6
1.1
2ND STAGE DRAW -DOWN ��
NOTE: CONTACT ENGINEER FOR A LIST OF VENDORS THAT MAY OFFER THE ABOVE LISTED SPECIES OR
ACCEPTABLE ALTERNATIVES. VENDORS TO BE CERTIFIED BY THE N.C. DEPT. OF AGRICULTURE AND
CONSUMER SERVICES AND APPROVED BY NC DWO-WETLANDS/401 UNIT.
INVERT IN: 4.5" MSL 6" DIA. PVC PIPE
SLOPE O .0025 FT/fT
a EVATON
WV.=15' MSL
" 120
MIN. GRILL 2.0"0 HOLE
36' DIA. CONCRETE COLLAR
SLAB ELEVATION
CAST AROUND H.0 P.E" PIPE
COLLAR THICKNESS: 6
INV. " 2.0' MSL
GASKETED HOLES TO BE
DRAWDOWN DEVICE SECTION
PROVIDED IN H.D.P.E PIPE TO
PROPERLY SUPPORT AND
NOT TO SCALE LOCATIONS AS DENOTED ON PLAN
( )
SECURE THE 1PDIAL
I
DRAWDOWN PIPE.
OVERFLOW SPILLWAY SECTION
NOT TO SCALE (LOCATION AS DENOTED ON PLAN)
INVERT IN ELEVATION:6.9'
INVERT OUT ELEVATON:5.9'
SPILLWAY LENGTH: 50't
AVERAGE DEPTH: 1.0'
BOTTOM WIDTH: 6.0'
SIDE SLOPE 3:1(H:V)
LONGITUDINAL SLOPE: 0.02 ft/ft
LINE FIRST IV WITH GEO-TEXTILE FABRIC AND CLASS
A" EROSION CONTROL STONE
VEGETATE REMAINING 35' WITH TIFWAY BERMUDAGRASS
(SEE PROFILE ABOVE)
a
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SHEET:
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CAD FILE:
440900B1
PROJECT NO:
4409

N61'12'17"W
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N31.35'58"E
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GRAPHIC SCALE
( IN FEET )
1 inch = 200 ft.
NOW OF FORMERLY
WILDWOOD DEVELOPMENT, L.L.C.
D.B. 978, PG. 673-675
STATE OF NORTH CAROLINA
REFERENCES:
COUNTY OF CURRITUCK
P.C. H, SL 71
REVIEW OF'FI,`CE'R,^,
P.C. G. SL.
,
I �:fl W .W11% - REVIEW OFFICER OF DARE COUNTY, CERTIFY THAT THE MAP
5
P.C. F, SL. 79
P.C. D. SL. 79
OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS
D.B. 130, PG. 588
FOR RECORDING,
D.B. 971, PG. 94.4
D.B. 404. PG. 810
[j.t�.� A11I11�WJlJVFJAM�
D.B. 476, PG. 903
= ifL�i1 FFICE�
D.B. 978. P G. 673
D.B. 966, PG. 941
D.B. 153, PG. 865
D.B. 459, PG. 162
D.B. 237, PG. 329
LEGEND
ECM 0 - EXISTING CONCRETE MONUMENT
SR ® - SET IRON ROD
EIR O = EXISTING IRON ROD
EIP O = EXISTING IRON PIPE
CP O = COMPUTED POINT
A = TELEPHONE PEDESTAL
.p, - POWER POLE
)� WATER VALVE
= FIRE HYDRANT
M.B.L.= MAXIMUM BUILDING LIMIT
NTS= NOT TO SCALE
R/W= RIGHT OF WAY
EDP= EDGE OF PAVEMENT
r, - CENTERUNE
P.C.m PLAT CABINET
D.B.- DEED BOOK
SL = SUDE
sQ.FT.= SQUARE FEET
NOW OF FORMERLY
WILDWOOD DEVELOPMENT, L.L.C. i
D.B. 978, PG. 673-675 1
I
1
CERTIFICATE OF OWNERSHIP AND DEDICATION
I hereby certify that I am the owner of the property
described hereon, which property is located within the
subdivision regulation jurisdiction of Currituck County,
that I hereby freely adopt this Plat of subdivision and
dedicate to public use all area shown on this plat as
streets, alleys, walks, parks, open space and easements.
exce t those specifically indicated as private and that
'OTES:
1. AREA DETERMINED BY COORDINATE. METHOD.
2. IRON RODS AT ALL LOT CORNERS UNLESS
OTHERWISE NOTED HEREON.
3. UNDERGROUND UTILITIES, IF ANY, WERE NOT
LOCATED BY THIS SURVEY, FURTHER EVALUATION
MAY BE REQUIRED.
4. THIS PROPERTY LIES IN FLOOD ZONES SHADED X AND X AS SHOWN ON
F.E.M.A, F.I.R.M. PANEL 370078 8040 J. EFFECTIVE 12/16/05.
(SUBJECT TO CHANGE BY F.E.M.A.)
5. PROPERTY OWNER: WINDCHASER, LLC
PO BOX 68
NAGS HEAD, NC 27959
6. THE TIE TO GEODETIC MONUMENT "GUINEA RESET" IS
N35'49'43"W, 658.46'. (GROUND DISTANCE), COMBINED
FACTOR 1.00010738 AND COORDINATES OF:
NORTHING: 1,005, 568.1168'
EASTI NG: 2,844,102.4089'
7. AREAS SHOWN ARE EXCLUSIVE OF DEDICATED R/W AND RR EASEMENTS
AND NON BUILDABLE AREAS AS SHOWN ON RECORD DOCUMENTS.
P
1 will maintain all such areas until the ofier of
SURVEYORS CERTIFICATE
dedication is accepted by the appropriate public
I, James W. Huggins, certify that this plat was drawn
authority. All property shown on this plat as dedicated
under my supervision from an actual survey made under my
for public use shall be deemed to be dedicated for any
supervision from D.B. P.C. H, SL 71; that the ratio of precision as
public use outhorized1by
low whan such other use is
calculated by latitudes and departures is 1:10,000 +, that the
approved by the opp�a
o
ri u ou
he i(ty1R1 the
ity u
boundaries not actually surveyed are shown as broken lines
_public interest.
plotted from information found in recorded references, and that this
��lI..JJf{11II
plat was prepared in accordance with G.S. 47-30, as amended.
ate - Owner
• - -
This survey is of another category, such as the recombination of
a otary public ofI=[rtJ.'�r
existing parcels, a court ordered survey, or other exemption to
the definition of a subdivision.
1,
l4)s"41f,1 /i!/ai do herebycertify that olr 4r`2�t `�
personally3ppeared before me this Witness my tIalltttt�dl�l/�fit�}sd� da"oILC%ffers 20�date and acknowledged the due eecution of the foregoing,certificate.Witness my hand and official sealthis77 day of �D //J6Pif c
200_ r -. S'.
-- / v 01=LICIA S — i 5 zr. �
N t C/Pub!'-. N nhC `" V•a%
otary u lie NC&ey
rol boa wl�( ye 04deeN ego
ommission expires 17i// /-
My ci ✓ii47"
- ialrri�llacg�.
1 NOW OF FORMERLY
HIGH FALLS INVESTMENTS, L.L.C.
' I ' D.B. 971, PG. 944-946 BOUNDARY OVERLAP
' I RECqpt��DD 25 MAINTENANCE SEE P.C. D, PG. 79)
EASONT (SEE P.C. G.
PG. fit) P.C. D, 5L 79
II 1 BY DEED)(DEED) 2786.09 — — — — — —,—------- - ^— —
1 N29 37 49 E ( --- - —-__---_ -
TI
749.8__
N4'r"E
r 52819'31"W NflNDCHASER WAY_j1 (1' R/w EASEMENT PER P.C. G, SL 6-) — — �, .� -- -- —�' -- 1115.56
111 ' /
1 Z ry M�
CV
1 9991 ;� =
�1* / _/
PARCEL .3 1 I RICHARD C, wEBB, II 1 PARCEL t
TRACT 1 PHYLLIS K. WEBB f I /l RICHARD C. WEBB, II
�1 � ' D.B. 404, PM 810
1 WINDCHASER. L.L.C.LLC. D.B. 478. PG. 903 I f1 P.C. F, SL 154
P.C. H, SL 71 P.C. G. SL 62 I gig
I I r�) 1 / --CD/
lie
&91-
S52'00'00"E 1 $a
f
/ 50.20' ' 11 II1 RESIDUAL PARCEL
' 1--J 1,626,727 SQ.FT.+\-
J �--- ------ -- i — — — — — —�—�� — wINDCHASER WAY 1 37 34 ACRES
NOW OF FORMERLY
CURRITUCK AUTO PARTS INC.
D.B. 130 PG. 588
N26'38;10"E 'c L4\
01
728108'48"E l519.82
TRACT 1
438,927 SQ.FT.
10.08 ACRES
917
(50' ACCESS EASEMENT PER P.C. H. SL 71) I 1 _ `
___—y_ '— (AREA INCLUDES VEPCO ESMT) / 43 TRACT 2
�-'----------------—891.11' ; .�+ _—S29'08'28"w �, ^h/ 456,601 SQ.FT.
a gag 1 4 . `'/� 10.48 ACRES
lk
Ill
f
1' v 111 1
i Raid
TRACT 2 1 III '
ag
WINDCHASER, L.L.C..L.C.rn f7 I �
DITCH LINE
LINE TABLE
LINE
LENGTH
BEAIBIG
Li
49.99
"3537"E
L2
45.64
�5'42"W
L-3
-' 1.08
't 5'34"E
L4
20.04
till5'WW
P.C. H, SL 71 o m N j I / ^�, b
o
f
1-4
' 1
i Ill �
S2
TRACT 3
0
447,669 SQ.FT.
10.28 ACRES
848 80IWW i
CURVE TABLE
CURVE
LENGTH
RADIUS
I CHORD
TAN T
BEARING
C11
I 288.01'l.
52708.00'
288.01'
.01'
S28'23'55"E
C21
326.27'
S2708.00"
328.27
4.74
S28'25713"E
1
CHARLES R MERCER
1 D.B. 153, PG. 865
1870.98
1%
7
NOW OF FORMERLY
CHARLES R. MERCER
D.B. 153, PG. 865
T11a �2e"is�'n
7� � � Sv iv:S�� r� — l r� 2ct/ 20aq
l.OA-t Will
CONTROL
CORNER
N 1005034.2598
E 2844487.8460
(SEE NOTE 6)
t
rn
S30'17'13"W
139B.70• NOW
SAINT
D.B.
X
�
z.
,U
Z
..Ln
104 �.
PP
1�
w0
r-1
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T�
L)
V2
(10)
U
Uw�w
U
z
0_
0
Z
2
'~
U
a
a
08-22-07 1 1 =200'
BPG JWH
mere. Mamma
QMW BPG
SHEET:
1 OF 1
GAD FILE:
4370-BOUNDARY
s i 111 4370
fc. k, st—.4-9
RC-Cblkiep 9 /q / 07

n
O T DISMAL S1
Sligo
Gum
F_tl[. j
LINE TABLE
LINE
LENGTH
BEARING
L1
22.83
S 58-45'44' E
L2
49.71
N 313537'
L3
85.21
S 2011'73' W
L4
117.98
S 2011'13" W
L5
26.72
S 2817'6" E
L6
79.93
N 20'34'6" w
LB
104.26
N 61'42'54" E
L71
17.28
S 3017'13" W
L72
45.64
S 41'5'42" W
L131
56.651
N 31.46'19" E
Ll 41
38.90
N 60'5'19" W
L = PROPERTY LINE
--------= ROADWAY EASEMENTS
•-•-•-----• RAILROAD ACCESS EASEMENTS
-------= DRAINAGE & UTILITY EASEMENTS
--------= EXISTING RAILROAD R/W
= ADJACENT PROPERTY LINES
I l e l l 11 = MATCH LINE
LEGEND
MCINITY MAP
ECM El =
EXISTING CONCRETE MONUMENT
- NOTES: N.T.S.
SIR
OO =
SET IRON ROD
1.
AREA DETERMINED BY COORDINATE METHOD.
EIR
O =
EXISTING IRON ROD
2.
IRON RODS AT ALL LOT CORNERS UNLESS OTHERWISE NOTED
EIP
O =
EXISTING IRON PIPE
HEREON.
CP
O =
COMPUTED POINT
3.
UNDERGROUND UTILITIES, IF ANY, WERE NOT LOCATED BY
THIS SURVEY, FURTHER EVALUATION
EOP=
EDGE OF PAVEMENT
4.
THIS PROPERTY LIES IN FLOOD ZONES SHADED X AND X AS
q =
CENTERLINE
SHOWN ON F.E.M.A. F.I.R.M. PANEL 370078 8040 J,
P.C. =
PLAT CABINET
EFFECTIVE 12/16/05. (SUBJECT TO CHANGE BY F.E.M.A.)
D.B.=
DEED BOOK
5.
PROPERTY OWNER: WINDCHASER, LLC
SL =
SLIDE
PO BOX 68
STATE OF NORTH CAROLINA
COUNTY OF CURRITUCK
REVIEW OFFICE�2
1, , 0141 REVIEW OFFICER OF CURRITUCK COUNTY, CERTIFY THAT THE MAP
OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED. MEETS ALL STATUTORY REQUIREMENTS
FOR RECORDING. ,
2-19-c-q
A
SURVEYORS CERTIFICATE
I, Michael D. Barr, certify that this plot was drawn
under my supervision from an actual survey made under my
supervision from D.B. P.C. H, SL 71; that the ratio of precision as
calculated by latitudes and departures is 1:10,000 +, that the
boundaries not actually surveyed are shown as broken lines
plotted from information found in recorded references. and that this
plat was prepared in accordance with G.S. 47-30, as amended.
This survey is of another category, such as the recombination of
existing parcels, a court ordered survey, or other exemption to
the definition of a subdivision.
Witness my hand and seal this/1 day of AWWW 20�
REFERENCES:
P.C.
K, SL. 48
P.C.
H, SL. 71
P.C.
G. SL. 62
P.C.
F, SL. 154
P.C.
D, SL. 79
D.B.
130, PG.
588
D.B.
971, PG.
94:
D.B.
404, PG.
810
D.B.
476, PG.
903
D.B.
978. PG.
673
D.B.
966, PG.
941
D.B.
153, PG.
865
D.B.
459, PG.
162
D.B.
237, PG.
329
NAGS HEAD, NC 27959 SQ.FT.= SQUARE FEET t
6. THE TIE TO THE CONTROL CORNER SHOWN ON P.C. K. SL. 48 IS N 3933'46" E. 615.00' (GROUND DISTANCE)- I N z CONTROL CORNER
NC GRID - NAD 83
7. AREAS SHOWN ARE EXCLUSIVE OF ROADWAY EASEMENTS AND w NOW OF FORMERLY COORDINATES
RR EASEMENTS AND NON BUILDABLE AREAS AS SHOWN ON I U, HIGH FALLS INVESTMENTS, L.L.C. N=1,004,560.1419' /
D.B. 97/. INVESTMENTS.
MENTS. b
RECORD DOCUMENTS. a -_ I ' P.C. D. SL 79 E=2,844,096.1420'
- U NOW OF FORMERLY
8- A 20' DRAINAGE AND UTILITY EASEMENT IS HEREBY -F YALDWOOD DEVELOPMENT. L.L.C. I / RECORDED 25' MAINTENANCE BOUNDARY OSCALE FACTOR:
Lj DEDICATED ON PROPERTIES CURRENTLY OWNED BY ` LJ < DH 97e PG 67a-675 OVERLAP 1.00010224 /
WINDCHASER, LLC., ALONG THE EXISTING & NEWLY CREATED N'2 I / EASEMENT (SEE RC. G, PG. 62) (SEE P.C. D, PG. 79) (SEE NOTE 6)
ACCESS EASEMENTS OF WINDCHASER WAY. _ / _ _ I _ _ _
9. 35' DRAINAGE, UTILITY & ACCESS EASEMENTS ARE HEREBY _ _ _ _ _ L -_ �z N 2914 59 E - 749_ 86''31'18" E' - - - - 560.8
DEDICATED ALONG ALL SIDE AND REAR PROPERTY LINES OF rt- F �/-
PROPERTIES CURRENTLY OWNED BY wINDCHASER, LLC.. NONBILLABLE AREA PER - G. - sz (NOT A LOT OF RECORD) - - - - - _ - - - - - - L Ls
/l II I N 2819'31" E ---- 1115.50'-----_--
'�� / /-------WINDCHASER WAY ^^�
AREA PRIOR TO RECOMBINATION _ / / I 50' R/W EASEMENT Nb �U �
TRACT 1 546.378 SQ.FT. 12.54 AC. - I^a N I T- I0' DRAINAGE UTILITY N1 ^
m PER P.C.P SL 62 / 5 0 /.
TRACT 2 467,830 SQ.FT. 10.74 AC. ' / / I + I EASEMENT N.
RESIDUAL PARCEL 1,626,990 SQ.FT. 37.35 AC. I� PARCEL 3 i I / PARCEL t CONTROL CORNER. (TYP., PER NOTE 8)
RESIDUAL PARCEL 1,773.011 SQ.FT. 40.70 AC. - ( RICHARD O. WEBB. B RICHARD C. WEBB, 11 (� I N=1,003,467.4745
50' ACCESS EASEMENT 87,457 SOFT. 2.01 AC. PHYtyS tc WEBB I / D.B. F. PG. 4 I I E-2,843,526.1504' WINDCHASER LLC
TOTAL 4,501,667 SQ.FT. 103.34 AC. m D.B. 476, PG. 903 I / P.C.F. SL 154 TRACT 12
I P.C. G SL 62 ( I 16.14 AC. .
SUBDIVISION OF RECOMBINED AREAS - ' ( I (RESIDUAL PARCEL) ^ry,0
TRACT 4 445,649 SQ.FT. 10.23 AC. ' u I I I/ I 3 II ^ /? dTRACT 5 485,541 SQ.FT. 11.15 AC. RAILROAD SPUR /^4
m VARIABLE WIDTH RAILROAD ACCESSTRACT 6 499,507 SQ.FT. 11.47 AC.
TRACT 7 493,090 SQ.FT. 11.32 AC. EASEMENT 2, P /
/
/
TRACT t
TRACT 8 485,215 SQ-FT. 11.14 AC. I I / I I APPROXIMATED FROM % y� �� / REFER TO
TRACT 9 483,411 SQ.FT. 11.10 AC. I - I -'moo I DIGITAL AERIAL PHOTOGRAPHS, % `m �Q / P.C. K, SL. 48
TRACT 10 452,917 SQ.FT. 10.40 AC. ' I / / m BY OWNER'S APPROVAL //"
TRACT 11 453,411 SQ.FT. 10.41 AC. A / ( I TRACT 12 702,870 SQ.FT. 16.14 AC. - 19 HEREBY VACATE I z I (2.07 AC., NON -BUILDABLE AREA)
TOTAL 4,501,667 5Q.FT. 4 A . ds t I I / ACCESS EASEMENT N 2-54'41" E 243.15"
/ 90UN ARY LINE -
- - - - - S _j N 29-8.287 E - 434.88' 29'8' " E - 381 0' ,zr t93.t5'
30&Oi' m 73.19 Io�p' - - - �. 71
-
RAILROAD SPUR ACCESS EASEMENTS
EASEMENT ON TRACT 4 42,325 SQ.FT 0.97 AC. --- -- NN N usd36 Eai3.zz N 27_3252== 3�•n , �4B \ / -2' /000
EASEMENT ON RESIDUAL PARCEL 90,335 SQ.FT_ 2.07 AC. II f S G
TOTAL 132,660 SQ.FT 3.04 AC. ip ?I /r -- RAILROAD SPUR \� np % '` /a^� TRACT 2
'Ilm w�20' DRAINAGE/UTILITY I ( tol VARIABLE WIDTH RAILROAD ACCESS�� qO/Q / REFER TO
rn to EASEMENT I .I `11 - EASEMENT _ �. 0 'Yi �' / P.C. K, SL. 48
WINDCHASER WAY o SS W.
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD
BEARING
Cl
267.00
80.90
17'21'41"
80.60
N 10*32'8" W
C2
258.00
118.99
26'25'33"
117.94
S 15'4'4" E
C3
483.00
137.02
1615'13"
136.56
S 36'24'27" E
C4
52774.00
328.22
0'21'23"
328.22
S 28'25'13" E
C5
52708.00
288.01
0*18'47"
288.01
S 28'23'55" E
C61
62.50
24.54
2230'1"
24.39
S 88'0'42" W
C7
62.50
114.90
105'19'43"
99.39
S 245'50" W
C81
62.50
123.71
113-24'41"
104.48
S 85'16'22" E
C91
62.50
78.11
71'36'13"
73.12
N 2-13'12" E
FROM
(Typ. PER NOTE 8) I VARIABLE WIDTH I I DIGITAL AERXALATED PHOTOGRAPHS, ryO h� �80 ✓/ //
J - I ROADWAY EASEMENT - I I BY OWNER'S "APPROVAL "3,/Co
II / �N (0.97 AC., NON -BUILDABLE AREA) -- 0ry
I N I WINDCHASER LLC rya�alr /✓/
WIND TRACT5 LLC (> I TRACT4
/�
11.15 AC.
z I 10.23 AC.
(AREA INCLUDES VEPCO- - 1 (INCLUDES 0.23- AC
EASEMENT) - o ROADWAY EASEMENT) �/ oJ� TRACT 3
oo - INCLUDES 1.15-AC I CAI
1 1 / / ROADWAY EASEMENT) I C;I 35• REFER TO
HEREBY VACATE _ m- / / ro P.C. K, SL. 48
PROPERTY LINE - I �' & I 'I DRAINAGE/UTIUTY/ACCESS /yMIM/ //- /h
o / - / - - EASEMENT rr
Va' �' I I TYP PER NOTE 9) �/N
GRAPHIC SCALE
N
L,, lI642.1z
i
---s77-Ss� --
200 0 100 200 400
Ld-z
Boo - / /
-S 31*46'19" W
N
30'1 T13" E -- 1870. 8
Q / If
EL I
/ '
U
- LLI _
NOW OF FORMERLY
` CHARLES R. MERCER
f NOW OF FORMERLY
/. CHARLES R. MERCER
/ /
( IN FEET).
Q
�, �
D.D. 153. PG. 865
- D.B. 153. PG. 865
- t inch - = 200 ft
L-�
a a
0
a
0 O N
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DATE
SCALE -
02-09-09
1"=200'
BPG,Inc.
MOB
au"re
.wnam
.�.GDM
BPG
SHEET.,
1
OF.
2
CAD FILE:
3862001-RC3
PROJECTNO:-
3862

L�'9
. 1a
VICINITY MAP
N.T.S.
LINE TABLE
BEARING
22.83
S 58'45'44" E
MUINLENGTH
49.71
N 31'35'37" E
85.21
S 20*11'13" W
117.98
S 20'11'13" W
26.72
S 28"7'6" E
L6
79.83
N 20'34'6" W
L8
104.26
N 61'42'54" E
L11
17.28
S 30*17'13" W
L12
45.64
S 41'5'42" W
L13
56.65
N 31'46'19" E
11 4-
38.90
N 60'5'19" W
N
N 31-35.58" E
CURVE TABLE
CURVE
. RADIUS
LENGTH
DELTA
CHORD
BEARING
C1
267.00
80.90
17.21'41"
80.60
N 10*32'8" W
C2
258.00
118.99
26'25'33"
117.94
S 1504'4" E
C3
483.00
137.02
16'15'13"
136.56
S 36'24'27" E
C4
52774.00
328.22
0'21'23"
328.22
S 28*25'13" E
C5
52708.00
288.01
O'18'47"
288.01
S 28'23'55" E
C6
62.50
24.54
22.30'1"
24.39
S 8800'42" W
C7
62.50
114.90
105*19'43"
99•39
S.24'550" W
C8
62.50
123.71
113*24'41"
104.48
S 85*16'22" E
C9
62.50
78.11r713o'13"
73.12
N 2'13'12" E
CD r I 35• to
I DRAINAGE/UTILITY/ACCESS.ICO
MI EASEMENT In
I (TYP., PER NOTE 9�1
I I
WINDCHASER LLC I M
TRACT 9 M
\ \ 11.10 AC. i
N S (INCLUDES 0.10 AC
\ F\
I \\\\?sue\\\
I \
\
3
NOW OF FORMERLY
WLDWOOO DEVELOPMENT, LLC.
D.B. 978. PG. 673-675
f--.--- 607.93-----I ----I
I
HEREBY VACATE I I�
PROPERTY LINE I Ir
I VI I
I I I
I
I I
WINDTRACTROLL.0 i
10.40 AC.
(INCLUDES 0.36 AC
LEGEND
ECM El = EXISTING CONCRETE MONUMENT
SIR 0 = SET IRON ROD
EIR 0 = EXISTING IRON ROD
EIP 0 = EXISTING IRON PIPE
CP O = COMPUTED POINT
EOP= EDGE OF PAVEMENT
q = CENTERLINE
P.C. = PLAT CABINET
D.B.= DEED BOOK
SL = SLIDE
SQ.FT.= SQUARE FEET
= PROPERTY LINE
- - - - - - - - - = ROADWAY EASEMENTS
---------------= RAILROAD ACCESS EASEMENTS
- - - - - - - - - = DRAINAGE & UTILITY EASEMENTS
- - - - - - - - - = EXISTING RAILROAD R/W
= ADJACENT PROPERTY LINES
�11 �11�11�= MATCH LINE
1 2068-32'
- - - - - - - - - - - - 1p
_ IW
IV,
I _
WINDCHASER L.LC
TRACT 11 I I
10.41 AC. _ o
i (INCLUDES 0.36 AC - IN
ROADWAY EASEMENT) i I i
ROADWAY EASEMENT)
'
IL
I iN I
I
20 DRAINAGE/UTILITYEASEMEN
_
I
i� I
Iz I
(TYP., PER NOTE 8)
,
I I
i
-
IN
J Co
6 Aso^--- S-� N
oil 737.51 CONTROL CORNER - _ - - - -
I / / i I ACCESS EASEMENTS 2d9 4� -
5 WINDCHASER LLC / / WINDCHASER WAY /I y II (� - I 1 RA 8 /y0 � // 50' ROADWAY EASEMENT/ 'I � I HEREBY VACATED m a
I�OA
(INCLUDES 0.13 AC PROPERTY LINE
ROADWAY EASEMENT) /yam / HEREBY VACA EDII
( 20' DRAINAGE/UTILITY
EASEMENT 1
II o^ I (TYP., PER NOTE 8)
I / 6",'/ I
/ 1 / WINDCHASER LL.0 I WINDCHASER LLC I I1� 01
TRACT 7 II I TRACT 6 ,N w
3 I A / 11.32 AC. II 31 11.47 AC.cc
(INCLUDES 0.32 AC II tnl (INCLUDES 0.42 AC I S
N / b, / EASEMENT) N ROADWAY EASEMENT) / Im
i
a'
i
v
i 0 /
ROADWAY II
N
tO &62'
A
HEREBY VACATE
AREA PRIOR TO RECOMBINATION Z - _ - - L - - _
I
PROPERTY LINE
TRACT 1 546,378 SQ.FT. 12.54 AC. 235.69"'----'-----
ims.4r ' "- - - - - -
TRACT 2 457,830 SQ.FT. 10.74 AC. 2731.23'
sao.or
RESIDUAL PARCEL 1,626,990 SQ.FT. 37.35 AC.
_
RESIDUAL PARCEL 1,773,011 SQ.FT. 40.70 AC.
S
31'46'19" W -
50' ACCESS EASEMENT 87.457 SQ.FT: 2.01 Al
z -Li.l
/
TOTAL 4,501,667 SQ.FT: 103.34 AC.
Now OF FORMERLY
_�' c9
/
SUBDIVISION OF RECOMBINED AREAS
R. MERCER
CD.S.
Q
a
/
TRACT 4 4.45,649 SQ.FT. 10.23 AC.
D.B. ts3. PG e65
15
U _
I-
Waif SCALE
02-09-09
5 485,541 SQ.FT. 11.15 -AC.
W
/
1'=200•
TRACT 6 499,507 SQ.FT: 11.47 AC.
TRACT 7 493.090 SQ.FT. 11.32 AC. I
BPG,Inc. MDB
TRACT 8 485,215 SQ.FT. 11.14 AC.
TRACT 9 483,411 SO -FT. 11.10 AC.
-
TRACT 10 ' 452,917 SQ.FT. 10.40 AC.
SHEET:
TRACT 11 453,411 SQ.FT. 10.41 AC.
GRAPHIC SCALE
TRACT 12 702,NO SQ.FT: 16.14 AC.
2 2
TOTAL 4. 1,667 S .FT.
•
200 o Roo
200 ~Do
eoo
of
- - -
'CAD FILE.,
386200B1-RC3
RAILROAD SPUR ACCESS EASEMENTS
PROIECTNO:
EASEMENT ON TRACT 4 42.325 SQ.FT. 0.97 AC.
( IN FEET)
EASEMENT ON RESIDUAL PARCEL 90,335 SQ.FT. 2.07 AC.
1 inch 200 ft.
3862
TOTAL 132,660 SQ.FT. 3.04 AC.
_