SW7030110_APPROVED PLANS_20030219

STORMWATER,DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7v3d4l0
DOC TYPE
❑ CURRENT PERMIT
�Y} APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
n/&3�9/q
YYYYMMDD

�r"TAs�)
VICINITY MAT'
LEGEND
PROPOSED ASPHALT
PROPOSED GRAVEL
PARKING
PROPOSED CONCRETE
PAVING
LIMIT PROPOSED EFFLUENT
INFILTRATION BASIN
EXISTING CONTOUR
PROPOSED DECK
PROPOSED GRADE 7
PROPOSED SPOT GRADE 5.5
PROPOSED STORM PIPE
(SIZE AS NOTED iN TABLE)
PROPOSED DROP INLET
PROPOSED OUTLET
RIP -RAP APRON
PROPOSED STORMWATER
STORAGE AREA
PROPOSED ROOF DRAIN --------- RF
PROPOSED RETAINING WALL+
PROPOSED CURB & GUTTER
PROPOSED DRAINAGE DIVIDE -
PROPOSED SPILL GUTTER
PROPOSED STORM MANHOLE O
1 lJ
I
4 t"
NOTES:
1. OWNER: SLASH CREEK, LLC
P.O. BOX 1327
NAGS HEAD, N.C. 27959
2. SITE DATA:
NFIP ZONE: AE (6')
SITE ZONING: C-2
3, BOUNDARY INFORMATION TAKEN FROM SKETCH PLAN BY
PLAT PREPARED BY SEABOARD SURVEYING AND PLANNING ENTITLED
"CONCEPTUAL SKETCH OF THE SLASH CONDOMINIUMS" DATED 8113101.
4. SCOPE: THIS PROJECT PROPOSES THE CONSTRUCTION OF FIVE MULTIFAMILY
DWELLING STRUCTURES (9 UNITS PER BUILDING, 45 UNITS TOTAL)
WITH ASSOCIATED AMENITIES AND UTILITIES ON A 5.77 ACRE
PARCEL OF LAND IN HATTERAS VILLAGE, NORTH CAROLINA.
5. STORMWATER MANAGEMENT SYSTEM:
STORM SEWER SYSTEM CONSISTING OF DROP INLETS AND PIPES TO
DIVERT FIRST 2.86 INCHES OF RAINFALL TO STORMWATER INFILTRATION
BASINS LOCATED UNDERNEATH PILE SUPPORTED STRUCTURES.
TWO OVERFLOW STRUCTURES ALLOW FOR EXCESS FLOW DIVERSION.
6. SPECIAL_ CONNECTIONS MAY BE REQUIRED AT SOME STORM STRUCTURES
DUE TO THE NUMBER AND DIRECTIONS OF CONNECTING PIPES.
7. HDPe N-12 CPP DESIGNATES HIGH -DENSITY POLYETHYLENE, DUAL WALL,
SMOOTH INTERIOR, CORRUGATED PERFORATED PIPE.
8. ALL SPOT GRADES INDICATE TOP PAVEMENT ELEVATION UNLESS OTHERWISE
NOTED. (I.E. SPOT SHOTS SHOWN IN FRONT OF CURB & GUTTER INDICATE
ELEVATION AT THE LIP OF THE GUTTER,
SPOT GRADE NOTATIONS ARE AS FOLLOWS:
TO = TOP GRATE TW = TIP WALL
HP = HIGH POINT BW = BOTTOM WALL
9, STORAGE CALCULATIONS
REQUIRED STORAGE = 10,861 CF INCH RAINFALL EVENT)
STORAGE SHOWN = 20,253 CIF (2.8 NCH RAINFALL EVENT)
Q \ EFFLUENT iNFli RP
\` F \
- - - - ---
_ - -- - - - - - 25' MBE FOR GROOF I
�6,
x` *.63 Y_
45'10'24"E
4.19' _
s F` r
J.
Bey. GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET )
DRAWING FILE: 0111OBASE 1 inch = 30 ft.
PROPOSED RETAINING WALL
TOP FLEV AS IDENTIFIED
HOTTOM ELEV MATCH EX. GRADE
I
STORM SEWER PIPE SYSTEM
STORM PIPE
INVERT ELEV
UPPER LOWER
SIZE/
MATERIAL
PIPE
LENGTH (FT)
PIPE
SLOPE (�)
- ouneT
4.0
4.0
15" RCP
32
0.0
O -0
4.0
4.0
15" CPP
137
0.0
0 - OUTLET
4.0
4.0
15" RCP
32
0.0
OO - O
4.0
4.0
15" CPP
134
0.0
OO - OO
4.0
4.O
15" CPP
96
0.0
O - ®
4.0
4.0
15" CPP
126
0.0
O+ - Q
4-0
4.0
15" CPP
46
0.0
© OO
4.0
4.0
15" CPP
71
0.0
0- OUTLET
4.0
4.0
15" RCP
28
0.0
0- ©
4.0
4.0
15" CPP
71
0.0
CO -
4.0
4.0
15" CPP
55
0.0
©- OO
4.0
4.0
15" CPP
51
0.0
OO-0
4.0
4.0
15" CPP
71
0.0
- O
4.0
4.0
15" CPP
78
0.0
O - 0
4.0
4.0
15" CPP
34
0.0
© OU-T
4.0
4.0
15" RCP
52
0.0
O - 0
4.0
4.0
15 CPP
92
0.0
0 - ®
4.0
4.0
15" CPP
122
0.0
Q - 0
4.0
4.0
15" CPP
133
0.0
®- 0
4.0
4.0
15" CPP
56
0.0
®- ©
4.0
4.0
15" CPP
48
0.0
$ - 0
4.0
4.0
15" CPP
114
0.0
® - ®
4.0
1 4.0
8" DIP
41
0.0
0 - ®
4.0
4.0
8" DIP
20
0.0
O - ®
4.0
4.0
15" CPP
29
0.0
®-
4.0
2.8
18" RCP
67
1.7
® - ®
4.0
i 3.1
18" RCP
52
1.7
® - ®
2.8
1.0
SWALE
95
2.0
®- ®
3.1
0.7
SWALE
175
1.4
PROPOSED RETAINING WALL
TOP ELEV AS IDENTIRFD
BOTTOM ELEV MATCH EX. GRADE
�r FO TOP WEIR ELEV O 5.0'
IN OVERFLOW STRUCTURE
N �F u, TO DIRECT EXCESS FLOWS
�G `Z� (SEE DETAIL SHEET C5)
O �
o
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
TANGENT CHORD BEARING
CHORD D1ST.
01
1 1881.44'
1 146.11'
4-26'59"
73.09' S42.36'31"E
146.08'
STORM STRUCTURES
PROPOSED
DROP INLET
TOP GRATE
ELEVATION
INVERT
ELEVATION
O
6.4
4.0
®
6.6
4.0
OO
6.4
4.0
O
6.7
4.0
®
6.6
4.0
®
6.6
4.0
O
7.2
4.0
®
6.4
4.0
O
6.6
4.0
6.45
4.0
31
6.5
4.0
©
6.6
4.0
C�
6.4
4.0
1a
6.8
4.0
©
7.2
4.0
16
6.6
4.0
C�
6.6
4.0
5.3
4.0
5.3
4.
TOP Or STORAGE
ELEV • 5.0'
(Typ)
N /F
NORFOLK CAROLINA TELEPHONE do TELEGRAPH
(DB 143, PG 265)
STORM STRUCTURES
PROPOSED
STORM STRUCTURE
TOP
ELEVATION
INVERT
ELEVATION
MH ®
6.25
4.0
Y � l
i
N P�
;1 i �••�- ELEv o so'
� I ice, ., `�• !1\/
Macy
0 w
1
O b
. - ➢
- / j
?•
y
V
♦� I
°
.
f i
0
A�
i
PROPOSED RETAINING WAL
-- TOP ELEV AS IDENTIFIED
• 4 0 a
BOTTOM ELEV "TCH EX.
RA(?E
y1
�g3
f
�
V-
�:
to
J�b'j
OA
*
IEaTH
Q
1Plj
i
m
r
0 u7
j
0 r
Q
O00
�
J
f
o
k, Jr
Q
�o
m
q I
ALL
� 1
�
X. GRAp11 E
r
r
NOTE:
THE DATA GIVEN ON THESE PLATYS IS BELIEVED
TO BE ACCURATE 811T THE ACCURACY 15 NOT
GUARANTEED_ TIE CONTRACTOR IS RESPONSIBLE
1
FOR VERIFYING ALL LEVELS LOCATIONS. TYPES,
?X
f
AND DIMENSIONS OF THE STING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
`s
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
11
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
` 0.50'
`-2 57'
APPROVED
,NORTH CAROLINA ENVIRONf.f
' MANAGEMENT COMMI"'
DIVISION OF WATER
` Date / q
Stormwater Permit Na 5
ii
JAN 1 3 2003
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COMMISSION
NO.
P01110
DESIGNED BY
DAD
DRAWN BY
DAD
CHECKED BY
DAD
ISSUE DATE
6/11 /02
SHEET N0.
C 2
OF F) SHEETS
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I (M?rrm�-
BASIN LOCATED UNDER PILE SUPPORTED BUILDING
TOP BASIN O 6.0'
TOP STORAGE O 5.0'
3
BOTTOM BASIN O 4.0'
TOP WALL O 7.8'
BASIN LOCATED UNDER PILE SJPPORTLD BUILDING
TOP STORAGE O 5.0'
BOTTOM BASIN O 4.0'
r GENERAL CONTRACTOR MAY REPLACE CONCRETE
WITH w RE SCREEN WrTFi FIBERMESH
CONCRETE AS APPROVED BY EPIGINEER
WIDTH JARIES (SEE SITE PLAN) - #4 AT 2'-0• o/c
a" 3.000 PSI CONCRETE � Z I 2' 12
RADIOS
w-W.F. YP,}
SLOPE #4 CONT.
e
1
COMPACTED SUBGRADf� o-•IO"• O O o o"- o a •b
e [ ml
2-#A CON BOTTOM
Ur
CONCRETE SIDEWALK/CURB
IN `s
6" ?' 6-
'/2" RADIUS --
��RADIUS
I • d ' /
02 SLOPE
e
d Ie
a A d
i a .. ..
}
d
IDRAWING FILE: P01 1 10GRADDETS
PLOT SCALE: 1"=1'
YOP BASIN O 5 G'
,IBC STONE
l /8" RAID._C2 OPF
S 6. S C ,p
AA �4 'z' c9oQra
Q (`:" 7VDC Ao(` F`C)A,;L-j
4" CONCRETE (BROOM FINISHED)
F-- 6x6 10/10 WIRE MESH
SLOPE TO DRAIN -�
<1
v
li
na
x zi 11
x ^ x x —
a a
° n V
AX
THOROUGHLY COMPACTED SUBGRADE
6"
'12" RAlDILjS
T-OP OF A..SPHA._ OR GRAVEL, I ~ —_T 3" RADIOS
AS INDICA rEC ON PLANS
• a ..._ _♦
02 5L_OPE—_=—F
� a
d
ld I 4
` a ,
,
OO ► ° a a '
SOP OF .ASPHALT OR GRA',FL,
s/e" RAD. AS INC)ICA.TED ON PLANS
JL 5LoE7E \�
S S g a
1? 6" ABC
4
18'-0" MAX. 1g'--0" MAX. �I 18'-G" MAX
EQUAL SPACES i EQUAL SPACES I EQUAL SPACES
T I
i
E D D E: D D E D D E D
FOR "W" _ 6'-0" OR LESS
MAX, ' 18' 0" MAX. f MAX,
i
f_QVAL SPACES EQUAL. SPACt S EQUAL SPACES
I
t I
D L 1= 'J D E C b E D
�- T- D D D I
�I� F D D E D D E D D E D
7--�TINI I I I I I I I I I i_
. i
I "0 TI— J
FOR "W" - MORE THaN 6' -0"
EXPANSION ,DINT
D = DUMMY JOINT
EX( -FP WHERE SHOWN !N THE PLAN, ALL NEW CONC. WALKS SHALL HAVE
JOINTS SPACED AS SHOWN N THESE DETAILS.
AN FXFIAN510N jO!NT SHALL BE USED TO SEPARATE THE NEW CONIC WALK
A RUM 07'HER NEW OR E_XISTfNG CONCRETE CONSTRUCTION.
JOINT PATTERN
TR AEFIC
4 *
I 3/8•
RATED
JOIN T
-
I
SEALF,IN I
I
R.ADIOS
}
RADII, �S
RADIUS RADIUS
SAWCUT
L PREFOR MED EXPANSION
JOINT MATERIAL
DUMMY
JOINT
EXPANSION JOINT
JOINT
DETAIL
CAP TRENCH WITH 6" TOPSOIL
OR STANDARD PAVEMENT SFCT;ON
SAND 3ACKFiL_
AARO VT �, PF
GRAVEL f3A: KFILL `2FOUIPFD f
BESIDE & BE _C W P' 'E -
!aDPe CPP
s
{ � CUkRUGA "EL)
GF Err ) C1 � 5' MIN.
R ABRIll, SLr F VG
N iLTRA,T;ON OF
,N TO 'IPE
HPEr. ME PIPE. LIM2TALLATION DETAIL
Vs
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P4C R, 'L ; GA
�f iEl`.HIT�, .RIsL P'-A.IVS
'70R C' N NUS' `N)
S!:':NC E,: PE? PL'u".' 3i.. )tSIGNL-R ,
PLAN_VIEW
$Q_OF DRAIN COLIZCTION LATERAL
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COMMISSION
NO.
P01110
DESIGNED BY
DAD
DRAWN BY
DAD
CHECKED BY
DAD
ISSUE DATE
s/11 /02
SHEET N0.
C4
OF 6 SHEETS
LI
i 'I' i , r t •'' � +!. �, ' � s. j ,� ! :'I ;. �r I 'r ° . � �• ;I �kl +� ti+lil

ff)y 3, &x- 1 R! L-,avrm)+
J
GENERAL NOTES: !
Mortar joints 1 /2" to 1 /8" thick
Class "B" concrete to be used througho:,t.
'he pouring of floor slab to be accomplished by forming.
Deduct for pipes) from total CU yds of brick masonry.
I Ad catch basins over 3'1 in dept7 to be provided with steps 1'2" on center
I Steps shall be r1 accordarce Wth Std. No F140 66
I
Jumbo brick will be permitted- Concrete brick or 4" solid concrete
blacks may be used in lieu of clay brick.
! If
reinforced concrete o;p
e is set In base slab of box, odd to base as Brown are
Std. No 840.00.
`-Or 8,0" 'r het ht or ess, use 8" woT. Cver S G" weight. use
12' wall to 6;` from top of wall and 8" wall for the remaining 6 0". Quantlties
to be adjusted ocrordlrgly
i
run
A
LAST JORDAN IRON WORKS, INC.
MANHOf E FRAME AND COVER - V- 1384
W/ STORM SEWER
IMPRINTED ON THE LID GROUT OPENINGS WITH
.,. y RIM== 7 1' WATER TIGHT SEALANT
(TYPICAL)
CLEAR OPENING ,
e
WEIR BAFFLE WALL
• INV. 0 5.0' I 15 CPP
8' BYPASS 4 HIGH DENSI'Y POLYETHYLENE
GROUT OPENINGS WITH CVERFLOW PIPE
WATER TIGHT SEALANT ---_- PIPE -'--
(TYPICAL) —_
• d
d•
4 i
INV 0 4-C�XXXXXXXXXX
--r a Id -15" CPP
• e I •6 HIGH DENSITY POLYETHYLENE
4 &V. BA51N O 3.33'
e r
• . • 4
EXISTING GRADE
DRAWING FILE: P01110GRADDETS
PI w ezrm F. 1'=1'
0
A
15" CPP
HIGH DENSITY
POLYETHYLENE PIPE
-01
TOP OF COVER
BOTTOM OF COVEW
EAST ,1i IRON WORKS, INC.
�1/2»
-=
— _-
1
MANHOLE FRAME AND COVER -
V-1384
MINIMUM
T—�--
APE -RAGE
WEIGHTS
Wj STORM SEWER
I 25 1/16'
�I
�RiNG
180 I-HS
IMPRINTED ON THE LID
1/16' 23 1t/16•
I ,1/1s'
COVER
135 LB5
I
_ _ 23 1/2-_ __-.—
I
TOTAL
315 LBS
2 3/4"-
--
I
T
1 /2=
I
2 3/4
la 3/4 1 7 " 2"
�
j
3 3/4•
I
I 2 2'
�-
I
4 5/32-
24 5 16" .1
— 4 5 /32"
GROUT OPENINGS WITH
WATER TIGHT SEALANT
r EAST JORDAN IRON WORKS, INC-
1
///(((
/
\{TYPICAL)
MANHOLE FRAME AND COVER -
i
V-1384
RlM=7,7'
/
1 RIM-7 7'
I w/ STORM SEWER
IMPRINTED ON THE LID
1
OR 07.0----
• m
e
a '
— __._
e -
. d a
GROUT OPENINGS WITH
WATER TIGHT SEALANT
Br
a
(TYPICAL)
I
WEIR BAFFLE WALL
i,
IN v. 0 5.0'----- -.
0
18' RCP
INV- OUT 0 4.0'
INV.
OUT 0 4.0'
n
I
8'
a
BOTTOM TANK 0 3.33'
•
�
a llj
d
jljl .�
e
COMPACTED SUBGRADE - BOTTOM OF LANK TO BE
PERFORATED TO ALLOW INFILTRATION
SECTION VIEW B-B
IIEEIR BOX #21 DETAIL
NTS
FRAME, GRATt
AND HOOD
3/18- DIA.
WALL TIE
O 10• CT&
BRICK LAID WITH
1 +/_ I/8'
MO TER JOINTS
•A• BARS -
2" O ,2• CTS y�
FRAME, GRATE
AND HOOP -
2"
'A' BARS
O 12- CTS
2-
43'
2'- 9'
8 BARS I
O 12 CT
s H
I I
i 4"
m
A• BARS
O IT* CTS
5 "2' MIN
31"
'FOR MASONRY
ANCHOR
FRAME AND GRATES
2'
3/16' DIA.
-- -
WALL 11t
PARS
O t8• CTS
O 8 CTS
•
3" ARS
•12"
ICU
BRICKOLAID WITH
O CTT'
-ry
1 /2- a /- I /8-
j BARS
MORTEA JOINTS
ev O 12• c
CID2.
"D• BARS
s 1r cts
6"31.
AN CONCRETE
N
AC
'i2AME iAND GRATES,
2
•
I
�T I m I
8 CIS
2• N
IIO
n4 E "B' BARS
2"
e 12• CTS
T4'
•D" BARS
—
0 12" CTS T
z»—
m
f "O• BARS �—
I! e 12- CTS
4'
35 1/2-
-CICCC�iCJC
CCC C-D(—) CC
CC C� CCU CC CC C�._� CC a
CC CC��CCCCCC�CC
CC CC'C=CCCC)C�C
CCCCCCCC�C
33 1/4-
NTS
18- RCP
PLAN VIED
--- A
EAST JORDAN IRON WORKS, INC.
MANHOLE FRAME AND COVER - 'V-1384 -
IMPRINTED
STORM SEWER
IMPRINTED ON THE LID GROUT OPENNGS WITH
RIM= 7 7' `WATER TIGHT SEALANT
/ (TYPICAL)
TOP O 7,0' — -24� — J
+ a CLEAR OPENING
• 4 GROUT OPENINGS WITH
WATER TIGHT SEALANT
WEIR BAFFLE WALL `(TYPICAL)
IN 4. 0 5.0'
BYPASS OVERFLOW TO
VEGETATED SWALE
k CLASS 1 NCDO1
EROSION CONTROL STONE
a
—
F R. • RCP
• * - SIZE AS NOTED
RIPRAP APRON�� ON PLANS
/ I
F,.ARED ENDSECTION
RCP PIPE
INVERT SIZE AS NOTED
ON Pt-ANS
FILTER CLOTH
/ INVERT AS IDENT}FIED ON GRADING PLAN
FLARE^ ENDSECTION /
RCP PIPE
RIPRAP APRON, •—'
�•f;`=` SIZE AS NOTED
t. ON PLANS
r l / �B" B`rPASS
• ° d • OVERFLOW
PIPE-
• " ` •' •,
GENERAL. NOTES:
Morto- j6r-ts 112" tc ','8" thick.
C''ASS "€3" concrete to be used throughout
The pouring of floor slab to be accomplished by forming.
I
! Deduct fcr pipe(sj from totol CJ yds of brick masonry I
pit catch oasir,s ever 3'1 �r deotH, to be provided "v{th steps ''2" or center
Steps shal be ',r accordance with Std. No- 840,66-
Jumbo bri(-K will be permitted. Concrete brick or 4" solid concrete
biocks may be used it lieu of clay brick.
f lei forced concrete pipe is set in base slab of box, add to base os shuw,: on
No 840 00
For 8,0, r he=grt o' less, use 8" wa'' river 8'0" in he[gi use
'2" wall 'c, 6'U" From top of wall and 8" wok for the remaln'lrq 6 0 Quant lies
to be adjusted accordingly
e •Ie INV, O It. 0'
` ' 5" CPP
e•, • • •. d H1GH DENSITY POLYETHYLENE
tit "• . • PIPE
e •
INV. 139l 0 3 3,3 4
e
, . 4 a
• a • 4
• , e a
• d
COMPACTED SUBGRADE ��-3011014 OF TANK TO BE = /
PERFORATED TO ALLOW INFIL iRATION
SECTION VIEW B-B
35 1 /2'
CCCCCC-7) ACC
CDC7--)C—)C7C—JCC
C—)C.D C)CC-ACC
CC C-)C_�CC:C�C_��C
CCCCCCCC--1)�_�,J
23 7/8
GROUT OPENINGS WITH EAST JORDAN ADN 'WORKS, INC
WATER ?' ER TIGHT SEALANT I MANHOLE FRAME AND COVER -1384
{TYPICAL) f
1 W/ STORM SEWER
IMPRINTED ON THE LID
RiM=7.7' i RIM=7,
TOP 07.0 ---- / T--
dl •
• • m • a a d •
• 4
4 15" CPP
HIGH DENSI'Y POLYETILYLENF
8' RCP - PIPE
WE'R BAFFLE WALE
0
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NO.
P01110
DESIGNED BY
DAD
DRAWN BY
DAD
CHECKED BY
DAD
ISSUE DATE
6/11 /02
SHEET N0.
C5
OF C SHEETS

ro
DRAWING FILE: P01110SESCPDETS
PLOT SCALE: 1'=1'
UPSTREAM GRAVEL FAc
1 FOOT THICK MINIMUM
NO -DOT #57 OR
#5 WASHED STONE
CAW
SECTION VIEW
REFERENCE THE NORTH CAROLINA DEPARTMENT
NATURAL RESOURCES
)L FIELD MANUAL
GRt=VEL FACING
NCDOT #57 OR
#5 4ASHFD STONE
SPILLWAY (
ROCK CHECK DAM DETAIL
N..S
SOIL EROSION & =2LAMYMUOY CONTROL PLAN _ NO,
TES:
I. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES;
a.) AREA TO BE DISTURBED IS (+/-- 169,505 SQF7) +/- 3.89 AC.
b.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITHIN THIRTY
DAYS OF LAND DISTURBING ACTIVITIES, IF SAID ACTIVITIES OCCUR OUTSIDE
THE PERMANENT VEGETATION SEEDING DATES (APR. 1- SEP.30)THEN TEMP-
ORARY VEGEFATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR
PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD,
WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORD€NG TO
PERMANENT VEGETATION SEEDING SPECIFICATIONS (SFF PERM. Sc TEMP, S££DiNG
SPEC'S THIS SHEET).
C.) lF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF
CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SILT FENCING SHALL
BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT
PROPERTY. SEE SILT FENCE DETAIL THIS SHEET.
d.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTFO,
MAINTAINED AND REPAIRED AS NECESSARY UNTIL PERMANENT CONTROLS
ARE ESTABLISHED.
e.) CONSTRUCTION SCHEDULE:
1� OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2 FLAG AND/OR ROUGH STAKE WORK LIMITS.
3S HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER,
AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START
OF CONSTRUCTION ACTIVITIES.
4) INSTALL SILT FENCING 0 LOCATIONS SHOWN ON PLAN
5 A COMPLETE CLEARING AND GRUBBING PROCEDURES. ES
6} GRADE SITE ACCORDING TO PLAN / INSTALL STORM WATER BASINS TO GRADE,
7 ALL EROSION SEDIMENT CONTROL PRACTICES WILI_ BE INSPECTED WEEKLY
AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE
IMMEDIATELY.
8) ONCE SITE IS EULLY STABILIZED; CLEAN AND STABILIZE INFILTRATION BASINS,
CLEAN STORM SEWER, CLEAN OUTLET SWALES, REMOVE TEMPORARY EROSION
CONTROLS, UTILIZE RIP -RAP FROM CHECK DAMS TO CONSTRUCT SWALE
OUTLET PROTECTION AT CONFLUENCE WkIH CANALS.
SYNTHETIC FILTER FABRIC(TYP)
SILT FENCE D FTA[,T.
N,T,S
SLOPE
FOUNDATION
PLAN VIEW
SEPT 30
SEEDING DATES: APRIL 1 -
SEED MIXTURE
APPLICATION RATES/ACRE
gA}ilA
50 LBS-
COMMON BERMUDA
50 LBS.
(UNHULLED)
GERMAN MILLETT
15 LBS,
LFSCUE
20 LBS.
FF9-, lliZER
26-13-13 O 500 LB/ACRE
MULCH
APPLY 4.000 LB/ACRE STRAW.
ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
FILTER FABRIC
TOP OF ROCK
ABUTMENT
2:1 z
N �
SPILLWAY
;\ x �.
LEVEL APF� CN
MMPORARY VEGETATfQN
SEEDING DATES: OCT, 1 - MARCH 31
SEED MIXTURE APPLICATION RATES/ACRE
RYE GRAIN 175 LBS.
FERTILIZER
10-10-10 O 1000 LS/ACRE
M.�JLCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DESK W;TT 4 BLADES SET NEAR. Y
STRAIGHT CAN BE USED AS A MULCH ANCHORING !0OL-
GENERAL
FER-iLIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE OETERMINED THROUGH SJE SPECIFIC S01{- TESTING
MAINTENANCE:
r Si EL1ZA ION AND EROSION CONTROL REQUIRES A COMPLT VEGETATIVE R. N SMALL BREACHES IN VE AT OVER CAN EXPAND RAP�D; Y AN SATISFACTORYAB� E EG COVE EVE �L B EAC GET NEC E ND � D,
IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOfL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAkN fS OFTEN SUFFICIENT TO GREATLY ENLARGE &ARE
SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COS? DOWN- NEW
SEEDHNGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE -SEEDED,
AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (UNTIL RNA[ COMPLETION IS AWARD[())
WEAK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILiZATiON MAY BE NEEDED TO MAINTAFN
PRODUCTNE STANDS.
LL<
LLJ
H-
N
COMPACTED FILL TRENCH
( 4" WIDE x 8" DEEP )
\ SILT BARRIER FENCE SHOULD BE LOCATED TO PREVENT
INFiL-RATION OF FINES OF SEDIMENT INTO THE INLET
BOX IF BACKFTLL OPERATIONS HAVE NOT BEEN PERFORMED,
\ `�1 THE SILT BARRIER FENCE SHALL BE LOCATED OUTSIDE THE
AREA EXCAVATED FOR INLET BOX.
WA
\� A SILT BARRIER FENCE
FINISHED GRADE
24' 0 GRADE •�
=� INLET GRATE J /
TE TOP UNIT
/I. a I
CONCRETE INLET BOX --
(SEE DETAIL SHEET C09)
SILT BARRIER FENCE FOR INLET PROTECTION
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COMMISSION
NO.
P01110
DESIGNED BY
DAD
DRAWN BY
DAD
CHECKED BY
DAD
ISSUE DATE
6/11 /02
r SHEET N0.
C 6
,OF 6 SHEETS
r _ i I 7-
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sm;I�VI�
VICINITY MAP
LEGEND
PROPOSED IMPERVIOUS COVERAGE
WITHIN THE 75' AEC
COATAL WETLAND FRINGE
PROPOSED GRAVEL
PARKING
PROPOSED CONCRETE
PAVING
LIMIT PROPOSED EFFLUENT
INFILTRATION BASIN
PROPOSED DECK
EXISTING BULKHEAD
imom
PROPOSED RETAINING WALL
NOTES:
1. OWNER/APPLICANT: SLASH CREEK, LLC
ATTN: JOHN W. DiXON
P.O. BOX 1327
NAGS HEAD, N.C. 27959
2. SiTE DATA:
NFIP ZONE: AE (6')
SITE ZONING: C-2
LAND AREA: 214,068 SF (4.91 AC)
3. BOUNDARY INFORMATION TAKEN FROM SKETCH PLAN BY
PLAT PREPARED BY SEABOARD SURVEYING AND PLANNING ENTITLED
"CONCEPTUAL SKETCH OF THE SLASH CONDOMINIUMS" DATED 8/13/01.
4. SCOPE: THIS PROJECT PROPOSES THE CONSTRUCTION OF FIVE MULTIFAMILY
DWELLING STRUCTURES (9 UNITS PER BUILDING, 45 UNITS TOTAL);
46 SLIP MARINA CONSTRUCTION WITH ASSOCIATED BULKHEAD, DOCK AND MOORING PILINGS
5. STORMWATER MANAGEMENT:
STORMWATER MANAGEMENT TO BE PROVIDED THROUGH A SERIES OF INTERCONNECTED
INFILTRATION BASINS TO BE PLACED BENEATH THE PROPOSED BUILDINGS.
6. AEC COVERAGES.:
SURFACE AREA WITHIN THE 75' AEC: 53,830 SF (N1.24 AC)
IMPERVIOUS COVERAGE WITHIN THE 75' AEC :—15,732 SF
PERCENT IMPERVIOUS. COVERAGE WITHIN THE AEC: 29.2 %
7. BOAT SLIP CALCULATIONS:
SLIPS: 46
TOTAL MOORING AREA: —9,927 SF
LINEAR FEET OF DOCKAGE: —852 LF
FINGER PIERS: 39 ® 8 FTX2 FT
MOORING PILINGS: 79
9
TYPICAL SECTION OF BULKHEAD
(APPROX. SCALE 1" = 10')
8. DOCKAGE PROPOSER RETAINING WALL
LENGTH OF PROPOSED 6' WIDE SLOTTED WOOD WALKWAY AT NWL: 787 LF
LINEAR FEET OF NEW BULKHEAD: 259 LF
9. CHANNEL MARKERS
26 RED/GREEN PVC MARKERS (SEE SHEET 2)
PROPOSED RETAINING WALL
G
V,FBg9�•P I
�D
0 ,,
MPSIER MAINTENANCE PARKING
DU PAD NT WASTEWATER TREATMENT PLA
,
p a , C` EFFLUENT INFILTRATION BASIN f
25' MOL. FOR GROUP HOUSING
\ Z�.�
1-41
L
\ 45-10`241
iop
-:D MULTIFAMILY DWELLING
, SEE NOTE #9)
PROPOSED POOL
N/F
NORFOLK CAROUNA TELEPHONE & TELEGRAPH
(D8 143, PG 265)
w
CURVE TABLE
CURVE
RADIUS LENGTH
DELTA
ANGEN
CHORD BEARING
CHORB DIST.
Cl
1 ,44' 14 .11
'
7
'31
1 '
s11
N
NO MOORING PILINGS ARE PROPOSED WATERWARD
OF NWL IN ASOC:IATION WITH SUPS 39-46
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PROPOSED POOL HOUSE u
400 SF FRAME STRUCTURE �' I
ON PILLS, FFE = 9.0' d ; H C] Q
GRAPHIC SCALE
a
(in MT)
1 Inc 30 IL
PROPOSED RETAINING WALL
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COMMISSION 140.
P01110
DESIGNED BY
DRAWN BY
DAD DR
CHECKED BY-��
ISSUE DATE
3/22/02
SHEET N0.
OF 2 SHEETS
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P0111D
NOTE:
THERE IS NO PROPOSED DREDGING ASSOCIATED WITH THIS PROJECT
1v
GRAPHIC SCALE
ac no no
(D1 FEET )
i inch - 100 fL
4W
NOTE:
THE POSITION OF PROPOSED CHANNEL MARKERS IS APPROXIMATE ON THIS PLAT;
PVC PIPE WILL MARK -30 FT EXISTING CHANNEL WIDTH AND WILL BE SPACED AT -200 FT
EXCEPT IN THE VICINITY OF THE EXISTING CHANNEL TURN --OUT; THE MARKED CHANNEL
ON THIS PLAT REPRESENTS THE EXISTING DEEPEST AREAS FOR SEA CRAFT PASSAGE
LEGEND
SURFACE WATER OF SLASH CREEK AND TRIBUTARIES
10 EXISTING WATER DEPTH
,A PROPOSED PVC PIPE CHANNEL MARKERS
NOTE:
WATER DEPTHS WERE RECORDED 1--9--02 USING MEASURING ROD;
MEASURING STATIONS WERE APPROXIMATED USING REMOTE SENSING TECHNIQUES
WATER LEVELS ON THIS DATE ARE CONSIDERED CHARACTERISTIC OF
MEAN LOW WATER LEVEL INDICATED BY WATER MARKS ALONG THE BULKHEAD,
PILINGS AND SHORELINE
NOTE:
NORMAL WATER LINE HAS BEEN DIGITIZED FROM
AERIAL PHOTOGRAPHY ANALYSIS
BEFORE YOU DIG l
CALL. TOLL FREE
1-800--632-4949
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DESIGNED BY
DRAWN BY
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ISSUE DATE
10-21 -02
SHEET N0.