SW7080721_APPROVED PLANS_20080619

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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WATERSIDE P THE POINT, SECTION 2
ROADWAY, WATERLINE, STORMWATER MANAGEMENT,
EROSION & SEDIMENTATION CONTROL PLAN
PROJECT NOTES:
1) 1st Owner: Waterside ® The Point, LLC
201 Lane Drive
Elizabeth City, NC 27909
2nd Owner: William Jeffrey Swain
18420 North Carolina Highway 32 N
Roper, N.C. 27970
2) Developer: Waterside ® The Point, LLC
201 Lane Drive
Elizabeth City, NC 27909
252-264-3222
Survey Data provided by Webb Land & Timber Service
Datum: Horizontal- NAD83
Vertical- NAVD88
Nearest Receiving Stream: Albemarle Sound
Soils in Section 2 are all Torboro Sand.
There are no wetlands on this site.
Watershed Classification: SB
Total Area Section 2 = 901,130.1 S.F.., 20.69 AC.
Total Disturbed Area = 901,130 sq.ft. 20.69 acres
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL & ALL PERMITS
2. HOLD PRE -CONSTRUCTION MEETING ONE WEEK OR MORE PRIOR TO THE START OF CONSTRUCTION.
3. DO NOT BLOCK DRAINAGE. WHEN NECESSARY INSTALL CULVERT IN CONJUNCTION W/ INLET/OUTLET
PROTECTION WHILE INSTALLING THE TEMPORARY CONSTRUCTION ENTRANCE.
4. INSTALL SILT FENCING IN AREAS AS SHOWN ON PLAN, AND OTHER AREAS AS REQUIRED TO PREVENT
SEDIMENTATION IN WETLAND AREAS IF ANY.
5. CLEAR AND GRUB ROADWAY AREAS, REMOVING TREES, VEGETATION, ROOT AND OTHER MATERIAL
THAT MAY AFFECT ROADWAY STABILITY.
6. INSTALL CULVERTS, DROP INLETS (AS REQUIRED),AND CONSTRUCT BASINS SWALES & DITCHES. MAINTAIN
MINIMUM SIDE SLOPES AS SHOWN IN DETAILS.
7. CONSTRUCT STONE SILT (CHECK) DAM AS REQUIRED TO BREAK HIGH VELOCITY FLOWS, PLACE CLASS
A STONE RIP -RAP AT ALL CULVERT OUTLETS. PROTECT CULVERT ENDS WITH FILTER CLOTH AS REQUIRED.
8. ALL DISTURBED AREAS MUST HAVE TEMPORARY VEGETATION IN PLACE WITHIN 30 DAYS OF LAND DISTURBANCE.
9. CONSTRUCT GRAVEL ROADWAY, UNDERCUTTING AND REPLACING UNSUITABLE SOILS WITH SELECT FILL.
10. COMPLETE FINAL GRADING, TOPSOIL CRITICAL AREAS, PERMANENTLY VEGETATE, LANDSCAPE, AND MULCH.
11. AFTER SOIL IS STABILIZED, REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ALSO BASINS
MUST BE CLEANED AND FREE OF SILT.
Roadway Construction Notes
All work under this section shall be performed under the guidelines of the NC DOT Minimum Construction Standards for Subdivision
Roads, and all other appropriate NCDOT Standards.
Materials:
A. Any reference to base aggregate or stone shall mean ABC stone, meeting the NCDOT gradation standards compacted to 98 % of
the standard proctor ASTM D698. Asphalt and base course thickness vary and should be taken from appropiate sheet.
B. On -site determination of the additional materials necessary to stabilize the roadway will be made by the engineer.
C. All materials shall meet the standards set forth in the latest edition of the North Carolina Standard Specifications for Roads and
Structures.
Preparation of the road bed:
A. Remove top soil.
A. The subgrade shall be grubbed and cleared of all trees, brush and root and other organic matter.
B. Proof -roll all subbase material. Excavate and remove all base material that is not suitable for road construction. Fill with select
sand that has less than 10% fines passing the #200 sieve. The upper two feet of all pavement subgrade shall be select sand
compacted to a minimum of 98% of standard proctor dry density or as specified by the engineer.
C. No base course shall be placed on muck, organic matter or other unsuitable material.
Guarantee:
The contractor shall guarantee all materials furnished and work performed for a period of (2) two years from the date of acceptance.
WASHINGTON COUNTY, NORTH CAROLINA
/ \V/
S#
RESIDUAL
RESERVE FOR WASTHWATER SYT f
III
LEGEND
NOTE: ALL UTILITY SUPPLIES SHALL BE
UNDERGROUND
CALL ULOCO TO LOCATE UTILITIES
BEFORE YOU DIG 1-800-632-4949
CHOWAN
71
A L B E M A R L E S 0 U N D
SITE
arizc4
e
WASHINGTON COUNTY
VICINITY MAP
1-. 12oov
GENERAL NOTES:
1. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS
WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIE
BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF DIGGING. IF THE CLEARANCES ARE LESS
THAN SPECIFIED ON THE PLANS OR 12", WHICHEVER IS LESS, CONTACT CE SOLUTIONS (252-264-3222) AND OWNER PRIOR
TO PROCEEDING WITH CONSTRUCTION.
2. THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS TOP SOIL
3. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/ NECESSARY SHEETING,
SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL
REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. OWNER AND CE SOLUTIONS
ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS.
4. CALL UTILITY LOCATOR SERVICE 72 HOURS IN ADVANCE OF DIGGING AT 1-800-6W-4949.
5. ALL WORK SHALL CONFORM TO N.C.D.O.T. AND NCDENR STANDARDS AND SPECIFICATIONS.
6. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND SUBMITTING TO CE SOLUTIONS A COMPLETE SET OF AS -BUILT DRAWINGS
WITHIN 90 DAYS OF THE COMPLETION OF CONSTRUCTION.
7. THE LAND DISTURBANCE PERMIT MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST.
8. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE -WATERING NECESSARY TO CONSTRUCT THE PROJECT
AS SHOWN ON THE PLANS.
9. SEDIMENT CONTROL MEASURES MUST BE INSPECTED AND MAINTAINED REGULARLY TO INSURE THAT THE INTENDED PURPOSES
ARE ACCOMPLISHED.
10. THE CONTRACTOR IS RESPONSIBLE FOR SECURING THE SERVICES OF A NORTH CAROLINA REGISTERED LAND SURVEYOR
ON -SITE TO PROVIDE ALL CONSTRUCTION STAKE -OUT SERVICES. THE CONTRACTOR IS ALSO RESPONSIBLE FOR INSURING THE
SURVEYOR IS IN POSSESSION OF THE LASTED REVISIONS OF ALL PLANS.
NOTE:
WASTEWATER TREATMENT & COLLECTION
SYSTEM HAS BEEN APPROVED BY THE
ONSITE WASTEWATER PROTECTION SECTION,
DIVISION OF ENVIORNMENTAL HEALTH,
PROJECT #2008-016.
PROPOSED HYDRANT ASSY.
EXISTING CONTOUR
PHASE LINE
SHEET 1
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET 6
SHEET 7
DRAWING INDEX
NOTE:
TEMPORARY GROUND COVER MUST BE
ESTABLISHED ON ALL EXPOSED SLOPES
WITHIN 15 WORKING DAYS OR 30 CALENDER
DAYS WHICHEVER IS SHORTER FOLLOWING
COMPLETION OF ANY PHASE OF GRADING.
PERMANENT GROUND COVER IS REQUIRED
WITHIN 15 WORKING DAYS OR 90 CALENDER
DAYS (WHICHEVER IS SHORTER) FOLLOWING
COMPLETION OF CONSTRUCTION.
STORMWAT
4 _INACV.'
MANA0FVENT CO°41M'S<,
Dal S1,4r.._
DESCRIPTION
COVER SHEET WITH SHEET LAYOUT
PLAN & PROFILE SOUTH WATERSIDE DRIVE STATION 0+00 TO 14+89.84
PLAN & PROFILE ANDERSON DRIVE STAT 0+00 TO 9+63.18
MISC. DETAILS
WATERLINE DETAILS
GRADING & DRAINAGE PLAN
EROSION & SEDIMENTATION CONTROL PLAN
WATERSIDE © THE POINT
1 7
SECTION 2
ROADWAY, UTILITY &
STORMWATER MANAGEMENT PLAN
0eaeeees��
COVER SHEET.,li°'s
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WASHINGTON CO., NORTH CAROLINA
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WATERSIDE DR. STA. 0+00 TO 15+28
WATERS EDGE • .• TO 16+39.43
GET STONE,OTHERS GET 6- OF STONE
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SOUTH WATERSIDE DRIVE
SCALE: HORIZONTAL - 1'= 50'
VERTICAL - 1•= 5'
LEGEND
PROPOSED HYDRANT ASSY.
— — — — — EXISTING CONTOUR
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SECTION 2
WATERSIDE @ THE POINT
ROADWAY, UTILITY &
STORMWATER MANAGEMENT PLAN
PLAN & PROFILE
SOUTH WATERSIDE DRVE
WASHINGTON CO., NORTH CAROLINA
SCALE: DRAW APPROWD: CADD FILE: -„ - - -
-..
1-- 50' I(PID RIF I
CURRENT REW90N:
PROJECT NO: DATE:
WATERSIDE 6/19/08 DAB
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2 OF 7

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------------- - PROPOSED TOP OF CURB
3+00 4+00 5+00
ANDERSON DRIVE
SCALE: HORIZONTAL - 10= 50'
VERTICAL - 1'= 5'
PROPOSED HYDRANT ASSY.
EXISTING CONTOUR
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DB 366, PG 857 i N
SECTION 2
SHEET:
3 7
WATERSIDE @ THE POINT
a
ROADWAY, UTILITY &
STORMWATER MANAGEMENT PLAN
PLAN & PROFILE
e, CARO e
ANDERSON DRIVE
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WASHINGTON CO., NORTH CAROLINA
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WATERSIDE
DATE:
6/19/08 11
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PROJECT NOTES:
1) 1st Owner: Waterside O The Point, LLC
201 Lane Drive
Elizabeth City, NC 27909
252-264-3222
2nd Owner: William J. M. Swain
18420 North Carolina Highway 32 N
Roper, N.C. 27970
2) Developer: Waterside O The Point, LLC
201 Lane Drive
Elizabeth City, NC 27909
252-264-3222
Survey Data provided by Webb Land & Timber Service
Datum: Horizontal- NAD83
Vertical- NAVD88
Nearest Receiving Stream: Albemarle Sound
There are no wetlands on this site.
Watershed Classification: SB
Projgct Summory
Total Tract Area Section 2 = 901,130 sq. ft. 20.69 acres
I
I
J.W. PATRICK EST. I
nR 182_ PG 71
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LEGEND:•a \
I&2 PROPOSED FINISH GRADE
PROPOSED FLOW ARROW
® CONSTRUCTION ENTRANCE
■■■■■■■■■■■■■■•■■■■ DRAINAGE AREA BOUNDARY
PROPOSED TOP OF STORAGE
PROPOSED TOE OF SLOPE
BASIN AREA & VOLUME TABLE:
DRAINAG A
BASIN A: ONTOUR = 1,966 S.F.
CONTOUR = 5,137 S.F.
BASIN VOLUME = 7,102 C.F.
SWALE Al: 252 L.F. O 6.5 C.F./L.F.. = 1,638 C.F.
SWALE A2: 410 L.F. O 3.5 C.F./L.F. = 1,435 C.F.
TOTAL STORAGE VOLUME AREA 'A" = 10,175 C.F.
DRAINAGEA .•
BASIN B: ONTOUR = 13,085 S.F.
ONTOUR = 16,037 S.F.
TOTAL STORA VOLUME AREA "B" = 14,561 C.F.
DRAINAG
BASIN C: CONTOUR - 13,507 S.F.
CONTOUR - 21,244 S.F.
TOTAL BASIN VOLUME = 34,751 C.F.
SWALE Cl: 852 L.F. O 3.8 C.F./L.F.. = 3,238 C.F.
SWALE C2: 286 L.F. O 14 C.F./LF. = 4,004 C.F.
TOTAL STORAGE VOLUME AREA "C' = 41,993 C.F.
RAINAGE AR A "
BASIN D CONTOUR = 6,966 S.F.
t!-CONTOUR = 17176 S.F.
TOTAL STORAGE VOLUME AREA 'DA = 24,142 C.F.
RAINAG A
BASIN E: Cad TOUR - 1,704 S.F.
CONTOUR = 3,534 S.F.
BASIN VOLUME = 2,619 C.F.
SWALE El: 1,482 L.F. O 3.8 C.F./L.F.. = 5,632 C.F.
TOTAL STORAGE VOLUME AREA E" = 8.251 C.F.
W SIDEWALK
YMERE APPLICABLE
1'
TYPICAL 2 LANE ROADWAY
(1'-1GO
CURB h GUTTER
MPICNJ
CURB 8 GUTTER
(TYPICAL)
5 SIDEWALK '
WNERE APPLICABLE
TYPICAL 2 LANE SUPERELEVATED ROADWAY
TEMPORARY STOCKPILE AREA
ANNIE MARTHA HARRELL, TR.
D8 400, PG 676
119
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1.0'12.0' 34.1' 12.0')EOMATCH GRA%f p \
6.5'Z!"-,
TE INTO EXISTING i 12.5' \
Jt aGRADE a 4:1 \ a
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6 6 0.5' -IF- 10.7 0.5'
BASIN A CROSS SECTION A -A SWALE CROSS SECTION B-B SWALE CROSS SECTION C-C
(t•-toy (r-toy (r-toy
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V SOMALK 2.0' 10.0C.I. 10.0' 24' CURB & GUTTER
w6.6'�9.6'-
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13.0'
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SWALE CROSS SECTION E-E
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6.0 85.7 6.0 9.8 -I- 8.6 a aG
1L I 1/4!/ 1' +/4'/ 1'
8 1 _
�L�9ASIN BOTTOM 96=15' PAC CULVERT O Q2x = _�
BASIN B & CULVERT ROADWAY CROSSING SEC11ON O-D
12.0' SILT FENCE 'L 12.0' ME INTO E
2' m ME INTO EXISTING I 2. UM GRADE O
GRADE o 6.1` 5.0'� 12.0' 31.4' 12.0'---{-5.0'�V
1
8.97 ��� 1 9.03'
IL ASIN BOTTOM J1 3W- 16• we CULVERT O
6 -B
BASIN C CROSS SECTION F-F
(1'-101)
ME KID EXISTING 1- VARIES
GLADE O B:T` -
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11
8 6
TYPICAL BASIN CROSS SECTION
30.0,
CL }}
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5'
TYPICAL 5' LANDSCAPE BERM CROSS SECTION
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ME INTOLcSLTasI
GRADE O 3:1
PROPOSED IN• •..>> oN SWALE Eta _-
TIE INTO EXISTING
GRADE O 6:1
4' CIA. SON 40 PVC STANDPIPE FOR USE AS BENCHMARK
TO TRIGGER MAINTENANCE PROCEDURES RNEN SEDIMENT
REACHES A LEVEL VI ERE CLEANING IS RECURRED.
LEVEL TO BE CLEARLY AND NEATLY MARKED
WITH INDELIBLE MARIWIG IW. (SEE CALCULATIONS)
FILL PVC VM MORTAR OR CONCRETE
1 EMWWM
6
6
VARRS T r
BASIN A : 9.93'
2, BLUR
BASIN B : 9.65'
BASIN C : 9.30'
BASIN D : 9.30'
T
BASIN E : 10.25'
TYPICAL SEDIMENTATION
GAGE INSTALLATION
1'-V
DB 366, PG 857
SURFACE WATERS
ANNIE MARTHA HARRELL, TR.
DO 400, PG 676
30.0
BERM
0.5'-Il-ly.tll 1.0 -I 1- 0.5'-I1-19-§I
SWALE CROSS SECTION G-G SWALE CROSS SECTION H-H SWALE & BERM CROSS SECTION 1-1
TIE INTO EXISTING ME INTO EXISTING TIE INTO EXISTING
GRADE a 6:1 5.0'-{ - 12.0' 18.0' 12.0'-}-5.0' a 6:t 6,5' I- /GRADE o 4:+
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BASIN D CROSS SECTION J-J 6 0.53-I�
(+•-+� SWALE CROSS SECTION M-M
30.01
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6.5' BERM GRACE 61 06.0' 17.2' 6.0' 30'
.
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31 BASIN BOTTOM
5to0.
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REV. 1: 6/Z7/00- REVISED BASIN 'A• 6: 'E• ELEVA110NS IN BASIN AND SEDIMENTATION GAGE TABLE. ADDED DRAINAGE EASEMENT NOTE AND
UNETYPE TO LEGEND. NOTED REVISIONS.
SECTION 2
SHEET'
6 7
WATERSIDE @ THE POINT
OF
STORMWATER MANAGEMENT & GRADING PLAN
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WASHINGTON CO., NORTH CAROLINA
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SCALE;
DRAWN:
APPROVED:
CAW FILE: -
1'= 60'
KPO
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CURRENT REVISION:
1%
'
PROJECT NO:
WATERSIDE
DATE:
6/19/08
REVISION
DATES
REV, i
11/27/06
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IF EROSION OCCURS INSTALL TEMPORARY CHECK DAMS IN SWALES.
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ar 1e• r SILT FENCE IS NOT REQUIRED, BUT 1— B0 J1
EROSION CONTROL IS REQUIRED. 6 e
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CONTRACTOR TO USE SILT FENCE AS TYPICAL BASIN CROSS SECTIOR
r NEEDED TO CONTROL EROSION.MOO
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TYPICAL V LANDSCAPE BERM CROSS SECTION
tn. U.S - ' /
TEMPORARY STOCKPILE AREA
4' DIA. SCH 40 PVC STANDPIPE FOR USE AS BENCHMARK
TO TRIGGER MAINTENANCE PROCEDURES WHEN SEDIMENT
REACHES A LEVEL WHERE CLEANING IS RECIUM.
LEVEL TO BE CLEARLY AND NEATLY MARKED
WITH INDELIBLE MAI IX. (SEE cN.CRATKINS)
FILL PVC WITH MORTAR OR CONCRETE
8 1 EXPOSED a
�I VARIES 1r
BASIN A : 10.25'
2' BUR BASIN B : III
BASIN C : 91
I BASIN D : 9.X1o'
BASIN E : 11.25'
TYPICAL SEDIMENTATION GAGE INSTALLATION
P-5
y� o ANNIE MARTHA HARRELL. /
y�, DS 400, PG 676 -. _ _ _
MNFILTRADON SWALE
WASHINGTON COUNTY b - - --._. _ _ _ ) ANN M RTH HARRE .
_ _ - - - - - DB . G 676
1, IBASIN At� _
N _ _ PROPOSED Nf7LTRADON SWALE�
7
A400 P
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VICINITY MAP
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Y- 12.000' I: 4.DIoaF. L g ' I
LEONARD L SWAIN I ��" 4AODs.F. � zD.74ss.F.
\ DB 151, PG 566 r i F 0.47 s0
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PROJECT NOTES: A ; .� v R- 1
BOTTOM INV.- 15 PVC
1) let Owner: Waterside ®The Point, LLC \ \ LVERr o a CM/ -01 VERT o a2s o
\ . / ` ENfRANCEON RIMDIV " io 9 /3� i _ M i M _ .. — .. \ . _ .. 16- 1
201 Lane Drive �dk, I
2nd Owner: WLIliametJeffrey Swain
` b/\ R\ `I �� \ n - �.� yy H $Nn
City,, e\ \ R 5' / S v L
18420 North Carolina Highway 32 N \ I I / �I I — — IP + N�
Roper, N.C. 27970 /� \� \\// / \ c� z i -- �' RESIDUAL 1
2) Developer: Waterside 0 The Point, LLC i\ ! + v < GARtxisLNG > I f I \ 3 ESERVED FOR WASTEWATER SYSTEM i v_X
201 Lone Drive \ \ ARAGE/ < aLVErtT P� I I o v, o — — — — — o i a
Elizabeth City, NC 27909 \ / \ \ 1
t .i ,lXIS NG\ I I E, N <
252-264-3222 :/ v /t z -- — -- I i �` o I } I I g m
°b DWEL INS TO I o ( II I B g
Survey Data provided by Surveying / '' \ \ \ < ` I do N N o-
Datum: Horizontal- NAD83
Vertical- NAVD88 \ . \ \ \ � \ \ I III A mg 8 I
Nearest Receiving Stream: Albemarle Sound . \ �� \/ g ' 1►
There are no wetlands on this site.
1
Watershed Classification: SB GO
If
Total Previously Approved Disturbed Area = 901,130 sq.ft. 20.69 acres `� \ \ \ \ \ \+ %/C. IP I r" %I �-- } i
Wr
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL &ALL PERMITS ` \ ^g ` ' .^ - v +CDR A 3• sty 2+ a1111
2. HOLD PRE -CONSTRUCTION MEETING ONE WEEK OR MORE PRIOR TO THE START OF CONSTRUCTION. \ \
3. DO NOT BLOCK DRAINAGE. WHEN NECESSARY INSTALL CULVERT IN CONJUNCTION W/ INLETIOUTLET \ \ \ 4
PROTECTION WHILE INSTALLING THE TEMPORARY CONSTRUCTION ENTRANCE. \, \
4. INSTALL SILT FENCING IN AREAS AS SHOWN ON PLAN, AND OTHER AREAS AS REQUIRED TO PREVENT \ \ \
SEDIMENTATION IN WETLAND AREAS IF ANY. \ \
5. CLEAR AND GRUB ROADWAY AREAS, REMOVING TREES, VEGETATION, ROOT AND OTHER MATERIAL
THAT MAY AFFECT ROADWAY STABILITY.
6. INSTALL CULVERTS, DROP INLETS (AS REQUIRED),AND CONSTRUCT BASINS SWALES & DITCHES. MAINTAIN- \\�
MINIMUM SIDE SLOPES AS SHOWN IN DETAILS. \
7. CONSTRUCT STONE SILT (CHECK) DAM AS REQUIRED TO BREAK HIGH VELOCITY FLOWS, PLACE CLASS \
A STONE RIP -RAP AT ALL CULVERT OUTLETS. PROTECT CULVERT ENDS WITH FILTER CLOTH AS REQUIRED. \ \
6. ALL DISTURBED AREAS MUST HAVE TEMPORARY VEGETATION IN PLACE WITHIN 30 DAYS OF LAND DISTURBANCE.
9. CONSTRUCT GRAVEL ROADWAY, UNDERCUTTING AND REPLACING UNSUITABLE SOILS WITH SELECT FILL.
10. COMPLETE FINAL GRADING, TOPSOIL CRITICAL AREAS, PERMANENTLY VEGETATE, LANDSCAPE, AND MULCH.
11. AFTER SOIL IS STABILIZED, REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. ALSO BASINS
MUST BE CLEANED AND FREE OF SILT.
EROSION AND SEDIMENT CONTROL PLAN NOTES
B' MAX(. STANDARD 11ENGifi \
PROJECT NARRATIVE: FABRIC TAN SFENCE
The project is the construction of a mixed -Ise development containing single family housing and limited commercial facilities. A forcemM do V MAX EXTRA 37REMTM
FABRIC WTHOUT NINE FENCE
and public water will be installed in sections as the real estate is developed and the roads are constructed. Soils in this area have been
maped by N.R.C.S. as Tarboro Sand. Borings near the site indicate good sand in top five feet
SOIL STABILIZATION:
POST
All disturbed soils shall be stabilized by seeding and/or sodding within 15 working days or 30 calendar days (whichever is shorter' of
construction completion or the completion of the land disturbing activity.
It is the contractors responsibility to establish a dense ground cover capable of stopping erosion. The Erosion and Sediment Cotrol
measures that follow are intended to be minimum standards. When erosion persists other more stringent measures may be necessary to
WIRE
control erosion. Apply fertilizer, and agricultural lime as required by soil test or as a minimum follow this schedule: Apply fertilizerin the
FEW
amount of 500 pounds per acre of 10-10.10 fertilizer. Apply 2,500 pounds/acre of agriwlhxal rmestone.Where possible scarify soil to work
the fertilizer and soil into the soil. Mulch the area to be stabilized with wheat straw at the rate of 2 tons/acre. Anchor straw when Necessary
with hefting or asphalt In some instances it may be necessary to use pre -manufactured erosion control mats like the excelsior cal.
Seeding:
1) If Temporary Vegetation is to be established in winter/spring/fall apply 125 pounds/acre of annual rye grain. If Temporary Vegetation is to
be established in the summer months apply 25 pounds per acre of Bermuda Grass and 25 pounds per acre of German Millet
2) Permanent Vegetation shall be established with a mixture of 40 pounds/acre of Bahiagrass,10 poundstacre of Bermuda, and 10 pounds
acre of German Millet When top seeding over Temporary Vegetation containing a good stand of Bermuda and Millet, orgy BahiNgrass will
be required.
3) Sodding may be required when slope stabilization is difficult to establish. Select a sod species compatible with the applicationand apply
sod strips down the length of the slope. Fasten sodas necessary to prevent slippage.Final slopes in all graded areas shall not ecceed a
slope of 3:1.
MAINTENANCE:
Erosion control devices are to be checked after significant rainfall events but not less than twice monthly. Remove sediment andrepair
erosion control devices as necessery.Check slopes being stabilized for signs of erosion after all significant rainfall events and rejair as
necessary. Reseeding and mulching of erosion damaged areas is required. Perform routine maintenance and mowing of stabiliz9d areas,
including ditches and swales.
INTENTION OF THIS EROSION AND SEDIMENT CONTROL PLAN
Protect disturbed area from erosion.
Stabilize disturbed areas as soon as possible.
Minimize the length of time disturbed soil is exposed.
Minimize the velocity of stonnvater runoff.
Retain sediment on site with sift check dams and sift fencing.
NIP
BASIN C \\ \
\\
BOTTOM IN/.- &0'
(a I
i
\ EXISTING
\ \>
< DWELLING/
\ /
NHE• TIES
PLASTIC Olt
Za . rr yam`.
CROSS SECTION VIEW
SEDIMENT FENCE DETAIL
NOT TO SCALE
l\
\
NATURAL. \
GROUND \ \
-- — 0 - tiI • 1
V - - - - - - - - N \
P A S 2cli
\ I
OD
I I ll \ ll oL
--
BCL C` 1
DB 255, PG 71
J
\ 1
`F C)
/'-- CASTPA, LLC\ \. ,,-t`s �"- "�--- PROPOSED INFlLTRAIWN SWALE T - - - - - - -- --- -- .� —
DB 366, PG 857 \
DAV7(Z B. PHELPS r'
P
SURFACE WATERS •- � ..
WHEN WORKING NEAR ANY PROPERTY LINE, THE CONTRACTOR
WILL ALLOW FOR A 30' UNDISTURBED BUFFER AREA OR
US-, SILT FENCE AS NEEDED TO CONTROL SEDIMENT.
GRAPHIC SCALE
x DO 120
( IN PEST )
1 inch = 6)
t'L
LEGEN):
EXISTING GROUND
IP
CATCH BASIN INLET PROTECTION
CONSTRUCTION ENTRANCE
®
CHECK DAM
■
PROPOSED SILT FENCE
-
LIMITS OF LAND DISTURBANCE
PROPOSED DITCH FLOWLINE
Pwwn=n Trw nc c1 roc
MOUNTABLE \
50' MIN. BERM -- -- - -
(OPTIONAL)
EXIST. REV. 1: 7/15/09- ADDED SECTION 2 IMPROVIIENTS. NOTED REVISIONS.
PAVEMENT
FILTER CLOTH -'
SIDE ELEVATION
MIN.
6• MIN. `PIPE AS NECESSARY
MINIMUM 5- - f5 5TONE—
COURSE AGGREGATE
PLAN VIEW
CONSTRUCTION ENTRANCE
NOT TO SCALE
0'
MIN.
EXIST.
PAVEMENT
0'
MIN.
WATERSIDE @ THE POINT
SECTION 2
EROSION & SEDIMENTATION
CONTROL PLAN
MODIFICATION (#Washi-2007-007)
WASHINGTON CO., NORTH CAROLINA
SCALE; DRAM. APPROVED: CARD FLE I,,,- . n:- _11_ .
1'. 60, KPO RF CURRENT REVISION:
PRaiCT Na DATE: REVISION REV. I
WATERSIDE 7/15/08 DATES 7/15/0I
E SOLU i Ion
SHEET:
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