PLANS APPROVED 1-19-17. r
10.55 AC. WETLANDS '
POCOS I N
AND SWAMP FOREST
CONSEWVAT I ON
. RESCURC-E.
-OVERLAY D I STR FC•T
C
NEW HANOVER COUNTY ENGINEERING DEPARTMENT
STORM WATER REGULATION
evkwed far cotnplisu�c�j wish applic+�ble County Stom Water Poi" MW
:agfalions. / .
Approved ' V
Approved as'rated
Revise as noted and resubmit
'.Review Engi -a_4_-/ Date: I t
,t IVIM MSETOFSTAMPEDAPPROVEDPLANSMUSTBEONJOBSITE
UNTIL COMPLETION OF PROS CT.
ANY VARIANCE FROM THE APPROVED PLANS REQUIRES RESUBMITTAII:
Ay THE DESIGAIERTOfHECOUNTY FOR APPROVAL.
1
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DRAINAGE
DIRECTION
ICAL_LD- -
.ION FINAL CONTOURS
NTS
IMPERVIOUS DRAINAGE FROM SUBDIVISION LOTS
ERECTED TO STREET OR STORMWATER DRAINAGE SYSTEM.
z7 SHALL BE GRADED IN ACCORDANCE WITH PLANNED
jSED CONTOURS ON PLAN SHEET 1.
,liANNEL WATCH
0 W N E R: BILL CLARK HOMES OF WILMINGTON, LLC.
ADDRESS: 127 RACINE DRIVE, SUITE 201
WILMINGTON, NC 28403
P H 0 N E' 910-355-1744
_ i ASTROUD ENGINEERING, P.A.
J R .. 'P .E _C-0647
Iaa` .
DESIGNED: JHF
DRAWN: KBN
APPROVED: JHF
DATE: 1/17/17
%rAl 17 ! 1 — .tn•
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` SITE DATA US HWY 421
' I SWAI[ IIII
iJ I FEMERGENCY0VERFLOW /
11 I RIP RAP SPILLWAY /" ID'ACCESS
P�RCELTAL SIDE AREA R07800-006�006A0LIPSCOMB/CATHAY TNT. (SEE DETAIL) PIPEC DEED BOOK/PAGE ""'..""- ..... ...""".. AS NOTED
- 42" P.1'�Plpe �'
' I \ I CHRISTINE ROMANO L_ \ 'THROATBOX, NC GRID 83/2011 PROPOSED USE.. """""'-""""" PERFORMANCE RESIDENTIAL
\ MAP BOOK 33 PAGE 39*r `. TOP15.0
I \ \ W11A PROPOSED NUMBER OF LOTS -"""---------------"""'"""""" 36
TOPJ4b / \ _ '. 'INV,107� PROPOSED MAX BUILDING HEIGHT ---------------""-"----------" 35'
IW.10.a n E 1BERM R
I MAP BOOK 33 PAGE_33� S 10 T 6 \ REQUIRED OPEN SPACE (0.03 ACRES PER LOT)--"""-""-" 1.08 AC
' "'" AVG. RESIDENTIAL LOT SIZE . """-""" ---- 65' X 120'
az�EPPIPE � MINIMUM RESIDENTIAL LOT AREA """""-------""-"-""- 5000 SF a I I M ...'... .' ^� :42" P'.f. pipe.
', ,�. � J -- ", ��I""''�. - v•-RECEIVING STREAM-""""""""""""""""""""""" --"-"" Cape Fear River o
_.......
LIP
- - sWET DETENTION STREAM CLASSIFICATION .........................- R-15 ITEsCOMB
P, EA PEs EXISTING ZONING ................................................. R-15 m
}' INvnzS ' ! UNITS PER ACRE .." 0.61
\`.. ''" 4z^RCP ' "; ; \ CAMA LAND USE CLASSIFICATION ------------"FAMILY RESIDENTIAL HI
DAMES FI�ZNER•...... I JB1 ]" '; w II II TOTAL COVER ...._ .......................................... 4.13 AC. IVE
�P
MAP BOOK S PAGE 393 ITOiim i �f O'�='' \ SUBMERGED LAND ACREAGE ............................ AppROX. 2 AC• CAPB REAR RIVER
1 SWAIE II A II DISTURBED AREA""..."........... " '-' 203 861 SF_"��. ST c H I I PROPOSED[MPERVIOUS ........................_..... - 203 861 SFT;ENTI�,'IN WAEE B SOIL TYPES ...................................... KUREB: 283,406 SF
;.' "588SF `�\2p\ LOCATED S \ LEON: 93.237SF
". `.
t . F.. g+_ '•. `. '. \ ' ',. ,... / \........................LYNN• 187,451 SF
t _
I I RUOt)LPH C•: CAPPS a 7 6 OPEN SPACE)
COM/ AD"DEVE.L'OPMENT, INC.
I MAP BOOK 33, PAGE 173� B9'• 4Pj k 33 PACE 393 / \
M \__� u ..842'P.E:Pipe T0: LIPSCOMB ROAD DEVELOPMENT, INC.
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t7esigners Plan Certification•
"I bmby ceI fret this play has been preparedd in acclordance with the latest New Hanover
Coi Ordinances and Storm Water Design Manual."
--T^
Printed lime and 'Tide:
Date:
jj ,µ
. +++,ra+THr
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Fof' 60 0 60 120
^, Registration Numllom z+� � 2
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�ycNa GRAPHIC SCALE: 1'= 60'
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DR.
UflAIN IN EL VV -A I Url
O�N,CAr too CAPE FEAR TOWNSHIP NEW HANOVER COUNTY NORTH'CAROLINA
a �: DFES91,
S o - BILL CLARK HOMES OF WILMINGTON, LLC 1 DES I GNED: `GAG
:aQ _ OWNER _
SEAL 230E.ARLINGTONBLVD.
20643RAWN KB
JM
ADDRESS:
- - GREENVILLE, INCNC 27858-5020
.�FS'�'GlNEEP'••.��.� PHONE:
E
252-353-2443J I
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y 9APPROVED: JHF
are, -
hrnBBaBOBea t �� L AA- r"..r v-; i „t ..
STROUD EN ERI.NG, P.A. DATE 1/17/17
G0647 SCALE, 1 ' = 60'
DAMES H. T T aESS JR. P-E 102-D CINEMA DRIVE
BNTEiE ra
° WILMINGTON. NORTH CAROL INA 28403
'
- �-�'------- t9101 815-0775 t9101 815-0593 FAX
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P�RCELTAL SIDE AREA R07800-006�006A0LIPSCOMB/CATHAY TNT. (SEE DETAIL) PIPEC DEED BOOK/PAGE ""'..""- ..... ...""".. AS NOTED
- 42" P.1'�Plpe �'
' I \ I CHRISTINE ROMANO L_ \ 'THROATBOX, NC GRID 83/2011 PROPOSED USE.. """""'-""""" PERFORMANCE RESIDENTIAL
\ MAP BOOK 33 PAGE 39*r `. TOP15.0
I \ \ W11A PROPOSED NUMBER OF LOTS -"""---------------"""'"""""" 36
TOPJ4b / \ _ '. 'INV,107� PROPOSED MAX BUILDING HEIGHT ---------------""-"----------" 35'
IW.10.a n E 1BERM R
I MAP BOOK 33 PAGE_33� S 10 T 6 \ REQUIRED OPEN SPACE (0.03 ACRES PER LOT)--"""-""-" 1.08 AC
' "'" AVG. RESIDENTIAL LOT SIZE . """-""" ---- 65' X 120'
az�EPPIPE � MINIMUM RESIDENTIAL LOT AREA """""-------""-"-""- 5000 SF a I I M ...'... .' ^� :42" P'.f. pipe.
', ,�. � J -- ", ��I""''�. - v•-RECEIVING STREAM-""""""""""""""""""""""" --"-"" Cape Fear River o
_.......
LIP
- - sWET DETENTION STREAM CLASSIFICATION .........................- R-15 ITEsCOMB
P, EA PEs EXISTING ZONING ................................................. R-15 m
}' INvnzS ' ! UNITS PER ACRE .." 0.61
\`.. ''" 4z^RCP ' "; ; \ CAMA LAND USE CLASSIFICATION ------------"FAMILY RESIDENTIAL HI
DAMES FI�ZNER•...... I JB1 ]" '; w II II TOTAL COVER ...._ .......................................... 4.13 AC. IVE
�P
MAP BOOK S PAGE 393 ITOiim i �f O'�='' \ SUBMERGED LAND ACREAGE ............................ AppROX. 2 AC• CAPB REAR RIVER
1 SWAIE II A II DISTURBED AREA""..."........... " '-' 203 861 SF_"��. ST c H I I PROPOSED[MPERVIOUS ........................_..... - 203 861 SFT;ENTI�,'IN WAEE B SOIL TYPES ...................................... KUREB: 283,406 SF
;.' "588SF `�\2p\ LOCATED S \ LEON: 93.237SF
". `.
t . F.. g+_ '•. `. '. \ ' ',. ,... / \........................LYNN• 187,451 SF
t _
I I RUOt)LPH C•: CAPPS a 7 6 OPEN SPACE)
COM/ AD"DEVE.L'OPMENT, INC.
I MAP BOOK 33, PAGE 173� B9'• 4Pj k 33 PACE 393 / \
M \__� u ..842'P.E:Pipe T0: LIPSCOMB ROAD DEVELOPMENT, INC.
1 I l \ 1' PA0 I l D BOOK..5864 PAGE 1400
1 INV8.45..... : I
ro N S''.1°51 51...E 7 p
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} I MAP BOOK 33 PAGE 175 9" �n\. 7/' .. _- I V.
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AQUA NORTH CAROLINA INC PETERS WILLIAM C NANCY HOOKS MARE C I j I
DEFSITE I BK 4215 PG0384 I yl BK 1052 PG 0284 I BK 5663 PG 1700 IWo I WILKINSS RICHARDGEMEER0SON REVIROGERS A 58918 PG 0349ER T JR
- -
DRAINAGEAREA V ` I I INSCO ALTON YVONNE
I °col BK 5777 PG 2285 I Ism I I
HD ACRES DEFSITE
1 oZl DRAINAGE AREA W STORMWATER PLAN
.. r
D.57 ACRES
s
t7esigners Plan Certification•
"I bmby ceI fret this play has been preparedd in acclordance with the latest New Hanover
Coi Ordinances and Storm Water Design Manual."
--T^
Printed lime and 'Tide:
Date:
jj ,µ
. +++,ra+THr
\ z �', LQ:1.� oP C
Fof' 60 0 60 120
^, Registration Numllom z+� � 2
r�-
�ycNa GRAPHIC SCALE: 1'= 60'
Fj E J ++
0.
DR.
UflAIN IN EL VV -A I Url
O�N,CAr too CAPE FEAR TOWNSHIP NEW HANOVER COUNTY NORTH'CAROLINA
a �: DFES91,
S o - BILL CLARK HOMES OF WILMINGTON, LLC 1 DES I GNED: `GAG
:aQ _ OWNER _
SEAL 230E.ARLINGTONBLVD.
20643RAWN KB
JM
ADDRESS:
- - GREENVILLE, INCNC 27858-5020
.�FS'�'GlNEEP'••.��.� PHONE:
E
252-353-2443J I
i
y 9APPROVED: JHF
are, -
hrnBBaBOBea t �� L AA- r"..r v-; i „t ..
STROUD EN ERI.NG, P.A. DATE 1/17/17
G0647 SCALE, 1 ' = 60'
DAMES H. T T aESS JR. P-E 102-D CINEMA DRIVE
BNTEiE ra
° WILMINGTON. NORTH CAROL INA 28403
'
- �-�'------- t9101 815-0775 t9101 815-0593 FAX
pA�'E -- SHEET= "1- OF 2
GENERAL N OTES4
GENERALLDROPINLETSOVER 3'-G'IN DEPTH TO BE PROVIDED WITH STEPS CLNLAASSR'JOINTS
CONCRETETO BE NOSED THROUGHOUT. 4' "L" COASTAL PLAIN SITE STABILIZATION SCHEDULE
Y V-2'ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 840.66.
CLASS 'B'CONCRETE TO BE USED. THE POURING OF FLOOR SLAB 70 BE ACCOMPLISHED A FORMING.
Y.
3' 3' II ALL MORTAR JOINTS ARE Y,'• ¢'. ABDUCT FOR BASINPIPECSS OVER
TOTAL CU.YDS.O BRICK IDEDNiWIT
/ (#t4) REBAR TRASH I ALL CATCH BASINS OVER 3'-S' IN DEPTH TO BE PROVIDED WITH STEPS 1'•Y A A 1. Ferti I ize and lime per recommendations of soil
Z X X FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB. ON CENTER. STEPS SHALL BE IN ACCORDANCE WITH STD. NM 840Ji6
GRATE - 4 INCH SPACING BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUBJECT TO PIPE tests or apply 2.000 b/acre ground agr cu I turn
TRAFFIC. USE TYPE 1•.'F•AND 'O•GRATES UNLESS OTHERWISE INDICATED.
;o 0 0 limestone and 750 lb/acre 10-10-10 fertilizer.
_�__ _ JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4' SOLID CONCRETE JUMBO BRICK WILL BE N LIEU
CONCRETE BRICK OR 4•5pL10 CONCRETE _ QO '0 .p 2. Incorporate I ime/ferti I izer 4-6 inches.
100 YR. SPILLWAY BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. BOO P
13. 3 ELEV. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADO IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX. AM TO BASE 0� e C L A S S E 3. Roughen steep slopes by tracked mach i nary.
TO BASE AS SHOWN ON STANDARD 840.00. AS SHOWN ON STO.NO.8�0.M.------- 4. Select species based on season. Refer to tables.
FOR 8'-0' IN HEIGHT OR LESS USE 8' WALL. OVER 8'-0' IN HEIGHT USE 12• FOR 8'-B' IN MONT OR LESS. USE 8' WALL. OVER 8'•0• IN HEIGHT, USE -'
WALL TO 6'-0• FROM TOP OF WALL, AND B' WALL FOR THE REMAINING 6'-0'. 12' WALL TO 6'-0'FROM TOP OF WALL AND B• WALL FOR THE REMAINING R I P R A P 5. Broadcast seeds evenly and cover by raking
_ V-0•. OUANTITES TO BE ADJUSTED ACCORDINGLY. _ -ti - _ 00 W or dragging a cha i n. Firm soil by rolling.
I.c.P I , QUANTITIES TO BE ADJUSTED ACCORDINGLY. -' -
9,Aa PLAN FRAM RAT'
AT ��A H ` oQo 0000 6. Apply straw mulch at a rate 1-2 tons per acre.
2 c; WITH COPING REMOVED NZ: ANUHRD F L. A R E D END % o Q O O o Q. o �° O Anchor Y Y 9 P • 9
SECTION '--/// 1�0 Anchor straw b tacking with asphalt, netting.
BRICK COPING 2'-6' ]'-g• 2 or a mu I ch anchoring tool.
�6T0.840.16 BACK OF CURB PLAN V 1 EW A disk with blades set nearly straight can be
FRAME AND GRAT used as a mu I ch anchoring tool.
1 X FINISH GRADE 7. Refertilize if growth is not fully adequate.
i O�TFp2q' -- PO
- TOP OF BANK Reseed, referti I ize and mulch immediately
8• A B• e.
1 Y Y g P[PE " FLOW LINE following erosion or other damage.
TOP OF TEE TO
r-P
- _ _ M N. MIN. 0 0 0 0 0 000 18 " PERMANENT SEEDING TABLE 1
1 .5 ELEV i-��I�
BE AT CI Ell 11.r) 1- m = CLASS B
12° 1MI FILTER RIP RAP FILTER FABRIC
---- SECTION A -A
SECTION X-X SECTION Y-Y o• "•' .;o• ° ;o•
-L
�-EXTENDED BASE
4" SIZE "f•0 ELEV "-'"
PVC TEE
DIMENSIONS
AND QUANTITIES
DIMENSIONS
OF BOX
A PIP
CONC,
IN BASE
AL TOT
BRICK MASONRY
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
HEIGHT
PER FT
HEIGHT
BRICK
COPING
MIN.
H
D
A
B
H
CU. YDS.
CS.
R.L6
i2'
2•-0•
2'-W
0.267
0.313
0.037
0471
0.020
0.032
15•
3'-0'
0.267
0.313
0.037
0.976
0.031
OAM7
18•
R
3'-5-
0.267
0.313
0.037
1.106
0.044
0.065
24•
4'-0•
0.26
0.313
0.037
1.289
0.078
0.113
30'
B.313
0.037
1.367
0. 222
0.170
SECTION X-X FILTER FABRIC TO BE TREVIRA
SPUNBOUND TYPE 11/120
PLAN
Seeding
Dates
Recommended Planting
Rate
(lb/oc)
Feb. 15
Sep. 1
- Apr. 1
- Nov. 1
Tall Fescue Mixture
see
table
2
Apr. 1 -
Aug. 1
Hybrid Bermudogross
see
table
T
Apr. 1 -
Jul. 15
Common Berrrudogross
see
table
2
Mar. 1 -
Jul. 1
Centipedegrass
see
table
2
X RIP RAP APRONS SHALL BE PROVIDED
T A N T) A R Tl R R T (" K ON DOWNSTREAM ENDS OF CULVERT PERMANENT SEEDING TABLE 2a-LOW MAINTENANCE MIXTURES
w a a a a. a a: i W i a a. V i v a a r LHRLU LINU JLU 11 UIV3
POND OUTLET STRUCTURE STANDARD DROP INLET CATCH BASIN DETAIL
NOT TO SCALE NTS RIP RAP APRON DETAIL
NTS
MIN. BERM 1.0 TOP 14.5 MIN. BERM
VEG.SHELF F CFlV 45' RIGHT OF WAY
VEGETATE F�
EXGRACE AND MAINTAIN yl 3.27 SYR WSE v13.73 100YR WSE 5' 4.5' 2' 1' 4.5' 5'
-� v12.98 10YR WSE 1 t' CL TO GUTTER 12' TRAVELWAY
17 11.62 TEMPORARY POOL _1 YR WSE - :7
RIP RAP APRON SCHEDULE
PIPE
LENGTH
WIDTH
15
7.5'
3.8'
18
9.0'
4.5'
24
12.0'
6.0'
30
15.0'
7.5'
36
18.0'
9.0'
3H 1V M X a" _PER FT 1..=E: FT f PER FT .1" PER FT PER FT 1PER FT
1 l 10.5 PERM. POOL
50 1 1 FOREBAY g.� I \
3 1 FOREBAY WIER 3H : 1V 3 5' SIDEWALK nh
Site Description
Recommended Planting
Rate (lb/ac)
Well to poorly
Tall Fescue Mixture
80
drained soils
Pensacola Bahiagrass
50
Kobe Lespedeza
40
Dry to well
Pensacola Bahiagrass
50
drained soils
Common Bermudogross
30
Kobe Lespedeza
10
German Millet
10
Swoles
ICommon Bermudogross
40-80
PERMANENT SEEDING TABLE 2b-HIGH MAINTENANCE MIXTURES I
Site Description
Recommended Planting
Rate (lb/ac)
Well to poorly
Tall Fescue Mixture
200
drained soils
Rye Grain
25
Dry to well
drained soils
Hybrid Bermudogross
50
Well drained
sandy loam to
Centipedegrass
10-20
sand, lawns.
VEGETATIVE 3 FT. WIDE @ TOP 4.0 INV. W VALLEY CURB 6 ABC 2" SF 9.5A 4" THICK
SHELF 10' 011 10.5 ELEV. ° ASHPALT Notes:
WIDE (TYP) 3.0 INV. = For seeding outside of recommended dates and/or
for temporary stabilization, refer to temporary
3H 1V
seeding table.
For highly erosive areas or as directed by an
N engineer, sod shall be provided.
_DETENTION `
POND PRIVATE LOCAL ROAD SECTION , ...' :':..:: V TEMPORARY SEEDING TABLE
AN D FOREBAY SECTION
NOT TO SCALE
SIDEWALK NOTE: NTS
SIDEWALK THICKNESS SHALL BE 6" AT DRIVEWAYS.
'" ��
:',';Q 4
!'. `\
�. ': Y.
�' : ; i•. ` :• ;'.. ;?�
1 .. . r" .. -7.
Seeding Dates
Recommended Planting
Rate ( l b/oc)
Dec. 1 - Apr. 15
Kobe Lespedeza with
Rye Grain
50
120
CDII I IAIAY I F\/FI T(1P PI F\/ 13 f,5 r 4 0/ n, .,�...... - _ �1 ., � _
`. . ... ..:
Apr. 15 -Aug. 15
German Millet
40
Aug. 15 - Dec. 1
_--
Rye Grain
_ Y __--
120
,� F/oF 6 LAB P sro
v--
:WET. GsiJ�oi- '•' .• � SOD INSTALLATION
l ' T"TENT 10 .:.
�N A'° 1. Fertilize and lime per recommendations of soil
DETENTION
POND "aueuIIE31 uuq i ;• 58$ $F �;• '• tests or app I y 100 b/1, 000 sf ground agricultural
0
J ' ! limestone and 25 Ib/1,000 sf fertilizer. In the
IIIE311 - - IIIE3111P$ TO 4 : ;l
tle aik 1 � � a ,, '. fall, use 10-10-10. In the spring, use 5-10-10.
'! 2• Incorporate lime/fertilizer 4-6 inches.
PROFILE Handicap I WETLAND - ': I3. Rake or harrow to achieve a smooth final grade.
Ramp I °- �" 1` 4. Roll to achieve a smooth, firm surface on which
to lay the sod.
18 421' ; 5. Lightly rake and I irrigate top layer of soil just
MIN SLOPE MAX MINIMUM BERM 1:1 SIDE DETENTION POND - - - 1 a ,. prior to installation.
l m !'• 7B ' 6. Loy sod in a staggered, brick -like pattern with
,
1 the longest dimension perpendicular to the slope.
ELEV.14.5
IIIEBII IIEBII �I III- _ I [12 I 1 1•
Avoid gaps. Use a knife to fit irregular shapes.
%ommmio!7BRIC
7. Roll sod lightly after installation to ensure
•good sod to soiI contact.
1 5 8. Irrigate initially to wet soil too depth of 4 Keep
sod hsoil
as moisken t for 2-3 weeks thereafter or until
UNDER RIP RAP
SECTION FROM-
OFFSITE `\______
PRIVATE ROAD H E
,...... ENVEL06PSE ......,
EMERGENCY SNTS PILLWAY DETAIL TURNAROUND DETAIL THROAT CATCH BASIN POND DIMENSION SUMMARY TYP. LOT
Nis NTS NTS It I
POND VEGETATION NOTES:
PONDA ELEV . THE 10:1 VEGETATED SHELF SHALL INCORPORATE A MINIMUM OF THREE SHALLOW WATER EMERGENT PLANTSPECIES fin/ 1
'a DRAINAGE AREA:
PERMANENTTELOW POOLTHE AT AERATEENT POOL OF 1 PLANTDPERREE 8 SQUAREOFEETND HERBACEOUS PLANT SPECIES ABOVE THE
...,•' � 8.14 ACRES 1 _ r
VEGETATED SHELF AREA ABOVE PERMANENT POOL:-24 06 -. PROVIDE 3 0t- EMERGENT PLANTS
MAX WSE VEGETATED SHELF AREA BELOW PERMANENT POOL:-6930 PROVIDE 8@6- HERBACEOUS PLANTS
(SHADED AREA) 3 RECOMMENDED EMERGENT PLANTS INCLUDE:
(MIN) BOTTOM PROVIDE STABLE WATER PLANTAIN, SWEET FLAG, FOXTAIL, BENGAL TIGER CANNA, SAWGRASS CYPERUS, FLAT SEDGE, DRAINAGE
SWALE NOTES: WIDTH HEXAGONAL IRIS, NELSONS IRIS. SLENDER BLUE IRIS, BLUE FLAG IRIS, BLUE FLAG IRIS, COPPER DIRECTION
VEGETATIVE COVER IRIS, SOFTRUSH, SALT -MEADOW GRASS, PRIMROSE WILLOW. RICE, ARROW ARUM, COMMON PLANTAIN,
PICKERELWEED, DUCK POTATO, BULLTONGUE, ARROWHEAD SAURURUS, LIZARD TAIL, THREE -SQUARE TYPICAL L O T
--------------- THE REQUIRED DEPTH INCLUDES THE FLOW DEPTH OF THE 10 YEAR STORM PLUS 0.5' OF FREEBOARD. BULRUSH. WILD RICE, WATER MILLET CONSTRUCTION FINAL CONTOURS
RECOMMENDED HERBACEOUS PLANTS INCLUDE:
NTS
PASSIVE OPEN%,
SPAOE_ THE MAXIMUM FLOW 10 YEAR STORM FLOW VELOCITY IS 2.5 FPS IN OUTLET SWALES. SWAMP MILKWEED, SEDGES, WHITE TURTLEHEAD, AMERICAN CRINUM LILY, SWAMP LILY, WHITE STAR GRASS, NOTE: ALL ROOF & IMPERVIOUS DRAINAGE FROM SUBDIVISION LOTS
WILD AGERATUM, DWARF JOE PYE WEED, JOE PYE WEED, SWAMP SUNFLOWER, PINELANDS MALLOW, SCARLET IS TO BE DIRECTED TO STREET OR STORMWATER DRAINAGE SYSTEM.
--- ROSE MALLOW, NECHES RIVER MALLOW, VELVET MALLOW, ROSE MALLOW, SPIDER LILY, SPRING MARSH SPIDER LOTS1 1-27 SHALL BE GRADED IN ACCORDANCE WITH PLANNED
MAXIMUM SIDE SLOPES OF CURB OUTLET SWALES SHALL BE_ 3:1 . OTHER SWALES SHALL BE 3:1 . LILY. DWARF SPIDER
LILY,SCO TRAUBS SPIDER LILY, SEASHORE MALLOW, CARDINAL FLOWER, BLUE LOBELIA, PROPOSED CONTOURS ON PLAN SHEET I.
PLUMEGRASSE`1 MANAGEMENTLY SIUHMT)�ER
�i IMPROVEMENTS, INCLUDING RETAINING WALLS, DRIVES ROADWAYS, ETC, SHALL BE POND SLOPES ABOVE THE VEGETATED SHELF SHALL BE STABILIZED PER THE SITE STABILIZATION
PERMITTED ABOVE THE REQUIRED SWALE DEPTH. SCHEDULE.
1 POND SHALL BE KEPT FREE OF CATTAILS.
,
CHANNEL WATCH
WETLANDS +/-20.39 AC. 1
10.55AC.WETLANDS ; SWALES AND OTHER AREAS SUBJECT TO EROSIVE FLOWS SHALL BE PERMANENTLY SEEDED DO NOT PLANT TREES OR WOODY VEGETATION WITHIN 10 FEET OF THE TOP OF BANK.
_ OR SODDED WITH BERMUDAGRASS OR APPROVED EQUAL IN ACCORDANCE WITH STABILIZATION SCHEDULE. NOTE: CAPE FEAR TOWNSHIP NEW HANOVER COUNTY NORTH CAROLNA
1 1 `, apa A01BB®ABIpp®BgA
1 THE SITE'S STORMWATER DESIGN SHALL ., �HCAa °.
EITHER SOD OR TEMPORARY SEEDING SHALL BE PROVIDED FOR STABILIZATION OUTSIDE OF THE ;.o? •...... ,��•e OWNER: BILLCLARKHOMESOFWILMINGTON,LLC. DESIGNED: JHF
MEET THE CONSERVATION OVERLAY . ?: of 0-.-7 .
RECOMMENDED PERMANENT SEEDING DATES. DISTRICT REQUIREMENTS ACCORDING :'Z seal 9 ADDRESS: 27RAWILMIINEDRIVCE28SUITE 201
1 �; DRAWN: KBN
PASSIVE WEN-) TO SECTION 55 OF THE NHC ZONING = 9 403
2o64s PHONE:
-SPACE 10.0AM 1 SEEDED (TEMPORARY OR PERMANENT) SWALES SHALL BE LINED WITH EXCELSIOR MAT. .� : g� . 910-355-1744 APPROVED: JHF
ORDINANCE. .ems ' �
" 4'`j,
--'----------------------------------------- ' ' °yoF, N® p�®I t DATE: 1/17/17
SWALE B HAS A BOTTOM WIDTH OF 5 , ALL OTHER SWALES ARE TRIANGULAR. ao 0 4o so STROUD ENGINEERING, P.A.
U ES H. FEMT SS4 JR., T'.E C-0647 SCALE: 1" = 40'
- �i
CATCH BASIN AREAS SWALE DETAIL _�_ I_____ T W�LM0INGTONMANORTH ECAROLINA 28403
NTS GRAPHIC SCALE: 9"=40' DA (910) 815-0775 (910 )815-0593 FAX
SHEET 2 Of 2