151-09, 10-15-09 Oversized Plans

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RI OWNER TO NORTH:NIF, 5 � g?� �+�,`-5., � � / N iF W y\ , I r :«. PROGRESS ENERGY MICHAEL E. MCCARLEY h 9� o LE
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SURVEY REFERENCE:
DEED BOOK 1290 AT PAOE 1577 � \
NEW HANOVER COUNTY REGISTRY
NOTES:
1. A PORTION OF THIS PROPERTY DOES LIE WITHIN A
100 YEAR FLOOD HAZARD AREA PER FEMA FIRM
PANEL 3720311700 K, ZONED AS SHOWN, DATED \
JUNE 2, 2006.
2. CORNERS ARE MARKED AS NOTED ON MAP.
J. ALL BEARINGS ARE NC GRID BEARINGS (NAD 83). E N G E E R S'NOTES:
4 Al DISTANCES ARE HORIZOAITAL FIELD MEASUREMENTS
Castle Street / Dram Tree Park Boat Ramp I mprover���nfis
and MGP Site Remedial Action Plan
LAMA MAJOR PERMITSUBM ITTAL PLANS
D R A W I N G I N D E X
SHT. N0. TI T L E
C1 EXISTING CONDITIONS AND DEMOLITION PLAN
C2 SITE LAYOUT AND INVENTORY MAP
PROJECT SURVL" Yf QR
C3 GRADING AND STORMWATER PLAN
C4 SITE DETAILS
BOB M. JONES, JR. P.L.S.
C5 BOAT RAMP AND MARINE DETAILS
6 PROPOSED AREAS TO BE ADDRESSED BY SOIL ALTERNATIVES
ROBERT H. GOSLE"t & ASSOC., P.A.
7 EROSION CONTROL PLAN
513 CHESTNUT STREET
WILMINGTON, NC 284a1
8 EROSION CONTROL PLAN
9 EROSION CONTROL PLAN
PH: 910-763-194"
10 OVERVIEW OF NEW OPEN WATER IMPACTS
FX: 910-�62-557
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5. AREA COMPUTED BY THE COORDINATE METHOD. 1. TOPOGRAPHIC AND HYDROGRAPHIC SURVEY PERFORMED BY ` 11�� III w V O
A SHOWN BASED ON NAD 83 NSRS 2007, ROBERT H. GOSLEE & ASSOCIATES, PA IN APRIL 2009 AND \ j a V W Z
6. COORDINATES
7. ELEVATIONS SHOWN ABOVE NORMAL HIGH WATER (NHW) ARE IN REPRESENT CONDITIONS AT THAT TIME. , \ ' (n j 2
NAVD88 DATUM, 2. NORMAL LOW WATER (NLW) DETERMINED BY SUBTRACTING 00
8. ELEVATIONS SHOWN BELOW NORMAL HIGH WATER (NHW) ARE IN ESTABLISHED TIDAL FLUCTUATION (PER NOAA -STATION ID $65$12O) �, i y--CD ZO Q ~
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NORMAL LOW WATER (NLW) DATUM. FROM ELEVATION OF NORMAL HIGH WATER (NHW) AT THIS SITE. I i w 4 _ _z
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9. NORMAL HIGH WATER LINE (NHW) FLAGGED ON 412012009 3, MEAN LOW WATER (MLW) AND MEAN HIGH WATER (MHW) O '�"` U O
BY ROB WALKER OF CRISER TROUTMAN TANNER, CONSULTING BASED ON NOAA TIDAL BENCHMARK (STATION ID 865120)
ENGINEERS LOCATED IN WILMINGTON, NC A ON CAPE FEAR RIVER I WILMINGTON NORTH CAROLINA. 'V�GI Z 'RS' LEGEND: : 1 C1 V �� -i r- Z �
10, COORDINATES FOR THE NAVIGATION CHANNEL LINE AND THE LOCATED E N� } \ `
4. A 2" WATER SERVICE LINE FOR THE USACE YARD EXISTS BETWEEN
WILMINGTON HARBOR SETBACK LINE WERE FOUND ON THE \ - 1 \ - --- -- - JO' COASTAL SHORELINE BUFFER
U. S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT THE EXISTING BACKFLOW PREVENTER AND THE RIVER. THE PORTION SEAL
OF THIS SERVICE WITHIN THE EXCAVATION AREA SHALL BE REMOVED. J �,,/
�i 3 \ - 7s' AEC LINE
NAVIGATION IMS WEBSITE. 6 - -- --- NORMAL HIGH WATER LINE (NNW) } ' r
TEMPORARY ROUTING OF THIS WATER SERVICE SHALL BE PROVIDED >' ti - (� %
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SO AS TO PROVIDE CONTINUOUS WATER SERVICES TO USACE.'� - (+2.5' NAVDEB)
<\ �� N W NORMAL LOW WATER LINE (NLW)
SEE UTILITY PLAN FOR FURTHER INFORMATION. \\' L (-1.8' NAV088)lv
�`/ ��----------------- TO BE REMOVED t 24419 r =
[. COFFER DAM / CUTOFF WALL M
�/ 7� \ +�♦ LIGHT POLE TO BE REMOVED O
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Approved Construction Plan
For each open -utility cut of\ Name Date
City Streets, a $325 permit Planning -- _-- __--
shall be required from the Traffic
City prior to occupancy -- . _--__--- -
and/or project acceptance- Fire
NORMAL. ',_()W WATER (NLW) = -1.78
48 MEAN LOW WATER (MLW) = -126
ti IRON ROD (NEW OR EXISTING)
CONTROL MONUMENT �\ !
CONTROL POINT
MONITORING WELLN
WATER METER
WATER VALVE `�-
�� IRRIGATION CONTROL VALVE i ESicNED BY: M TA
C SIGN \�
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LIGHT POLE
.•� QUALITY CONTROL: MTA
.5 SPOT EL. tyy, , r
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PROPERTY LINE
\ FILE NUMBER: 6211
C - E- E- UNDERGROUND ELECTRIC I DATE 1 D-15-O9
Fo FIBER OPTIC LINE , I
- v v WATERLINE
J
-- X -- X -FENCE LINE \ tF. EXISTING CONDITIONS
RIGHT OF WAY LINE '! OCT} I AN D
RIPARIAN LINE EXISTING ZONING \ �1 �g
0 20 0 20 _ 40 60 ZONING BOUNDARY DEMOLITION PLAN
` CS COMMERCIAL SERVICES DISTRICT
GRAPHIC SCALE - FEET HD-R HISTORIC DISTRICT -RESIDENTIAL DIVISION'OF SHEET NUMBER:
LI LIGHT INDUSTRIAL DISTRICT
COASTAL MANAGEMENT �1 10
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R05312-001-001-000
-ADJACENT PROPERTY
OWNER TO NORTH.
NIF
MICHAEL E. McCARLEY
R05312-001-003-000
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R05,312-004-005--000
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-.4- ACCESSIBLE RAMP DB 5,358, PG 2851
t li t /'///,� 'A COASTAL -ABUTMENT (TYP.) NHW,'U�E, EXIST, BULKHEAD
PROPOSED 30
ti;TO REMAIN -NEW BULKHEAD
:1NE BuFFER
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"EXIST NHW J/ .6
1. NAME OF PLAN PREPARIER
LINE STREET YARD CALCULATION SITE INVCNTORY TABLE
/" %J. Z�:/
A FLEV=2.5'
48 LF = AS SHOWN IN TITLE BLOCK 11
FRONTAGE FOR STREET YARD 106 - 58
v!
REQUIRED = 48 X 25 = 1,200 SF 2. APPLICANT NAME = AS SHOWN IN TITLE BLOCK
8-4, PROVIDED = 188 + 197 + 638 + 188 = 1,211 LF 3. DEVELOPMENT SITE ADDRESS= AS SHOWN IN 'PiTLE BLOCK
IMPER\AOUS SURFACE ALLOWED IN STREET YARD = 15% 4. PROPERTY OWNER AS SH'OWN IN TITLE BLOCK
SIDEWAL,< 15% 5. DEVELOPER NAME AS SHOWN !N TITLE BLOCK
C-) I
6. PROPERTY BOUNDARY BOUNDARY SHOWN - TAX ID SHOWN
7. ZONING SHOWN IN SITE DATA TABLE
8. ADJACENT OWNERS AS SHOWN ON PLAN
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9. VICINITY MAP = AS S H "'WN
IMPERVIOUS ARES
10. TOPOGRAPHY = AS SHOWN ON S",EET C3
EXISTING IMPERVIOUS AREA WITHIN 11. FLOOD PLAIN = AS SHOWN
PROPERTY BOUNDARY AND ABOVE 12. EXIST. DRAINAGE FEATURES = AS SHOWN
NORMAL HIGH WATER LINE (NHW) = 32,883 SF (76.4% IMP.) 13. SOIL SURVEY SOIL TYPE = URBAN LAND (Ur)
PROPOSED IMPERVIOUS AREA: 14. CAMA AEC AND SETBACKS = AS SHOWN
15. CAMA LAND USE = AS SHOWN ON SITE TABLE
PARKING AND DRIVE AISLES = 24,184 SF 16. NO CONSERVATIVE RESOURCES ON SITE.
SIDEWALKS = 1,510 SF 17. NOT A HISTORICAL OR ARCHAEOLOGICAL SITE.
TOTAL = 25,694 SF (59.7% IMP.) 18, NO BURIAL SITES PRESENT.
19. NO FORESTED AREAS ON SITE, EXCEPT TREES AS SHOWN,
20. NO 404 WETLANDS OR SECTION 10 WATERS ON SITE.
(9
EXISTING PARKING COUNT
TRAILER STALLS 14
CAR ACCESSIBLE 1
TOTAL EXISTING SPACES 15
DRAINAGE PLAN
APPROVED
CITY OFVVILMINGTON
STORMWATER DISCHARGE
PERMIT NOT REQUIRED
___ _SIGNATURE.__--_- -DATE
For each open uglitY cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
qTnPhAVVATPP KAANArPNAPN1T PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE PERMIT #
SIGNED
Approved Construction Plan
Name Date
Planning
Traffic
Fire
LZ I INSIDE COFFER DAM
21, NO PROTECTED SPECIES ON SITE.
22. NO THOROUGH FARES OR TRANSIT FACILITIES ON SITE.
PUBLIC SIDEWALK TO BE REPLACER ON NORTHERN PERIMETER
OF SITE. CITY RIVERWALK To BE EXTENDED THROUGH SITE.
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ENGINEERS'
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0 WATER METER
C. WATER VALVE
IRRIGATION CONTROL VALVE
30COASTAL SHORELINE BUFFf'P--­_
75' AEC LINE
OCT 2 2'i 2009
�rYNORMAL
FIRE HYDRANT
TNHWW
HIGH WATER LINE (NIJW)
SIGN
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14
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LIGHT POLE
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MV088)
COASTAL MANAGEMENT
SPOT EL.
COFFEE* DAM / CUTOFF WALL
5 - - - - CONTOUR
PROPERTY LINE
77]
71
PROPG&ED PARKING LOT
PROPOSED
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SCORED CONCRETE
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AY LINE
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05ESIGNED BY: MTA
DRAW BY: HWL
QUALITY CONTROL: MTA
SCALE- NOTED
FILE NUMBER: 6211
DATE: 10-15-09
SITE LAYOUT PLAN
AND
INVENTORY MAP
SHEET NUMBER:
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ADJACENT PROPERTY `
j OWNER TO NORTH: cx " NIFNIF
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Approved Construction Plan
Name Date
For each open utility cut of
C .y streets, a $325 permit Planning
shall be required from the Traffic___ -
Oity prior to occupancy --
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PROPOSED STREET YARD QUALITY CONTROL: MTA
b
IRRJG4770N CONTROL VALVE
N FIRE HYDRANT LANDSCAPING (SY) SCALE: NOTED
b SIGN 5 �Y FILE NUMBER: 6211
PAINT STRIPING I
t U� LIGHT POLE .d1 }tj DATE: 10-1 5-09
11 � _4.3 SPOT EL.
-- -- -- PROPOSED I 1 / GRADING
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4. THICKEN SIDEWALK TO 6" IN LAST S WHERE IT ABUTS
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#R7-8D SEE ENLARGEMENT
AT RIGHT
STANDARD NC DOT SIGN -�
#RR7-8D SEE ENLARGEMENT
AT RIGHT
2 1/2~0 GALV, STEEL POST
APPROX. FIN. -
GRADE OR TOP
OF PAVEMENT
Ti Ii
10"0 CONC.-
AS SHOWN
CURE; & GUTTER,
RIBBON CURB,
OR EDGE OF
PAVEMENT AS
APPLICABLE
PAINT STRIPE DETAIL
SCALE: N.T.S.
4'-d'
IN T
P OUTLET
PI E
PLAY -j4 PIPE
NOTE.
FRAME AND GRATE TO OE STANDARD -
CITY OF MLMINGTON CA- T IRON FRAME SECTION "A -All
AND GRATE PER SID `� 04 --CLASS "A' CONIC.
GRILL BASIN
SCALE: N.T.S.
1 -O_
STANDARD NC DOT SIGN
#R7-8 SEE ENLARGEMENT y -+
AT RIGHT
VAN
ACCESSIBLE LEGEND AND BORDER - GREEN
.. ,�.,. BACKGROUND -WHITE
60" IF MOUNT® ON BLDG RESERVED
OR POST BEHIND SIDEWALK PARKING
84' MIN IF PEDESTRIAN t°
PATH FROM CAR TO t-
WALK PASSES BY OR
UNDER THE SIGN
I _ MAXIMUM
PENALTY
- $250
x i m 37A
iv
V-0
WHITE SYMBOL ON
BLUE BACKGROUND
BACKGROUND - WHITE
LEGEND & BORDER -GREEN
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
VARIES 6"
FOR SIDEWALK -- t-
-- SEE PLAN " -STD. 2'-6"
1 /2 EXP. JT CURB & GUTTER
-4"
2"--
ly
WHEELCHAIR RAMP_
SECTION A -A
DEPRESSED CURB)
> , 6P
SECTION -A SECTION "B- D"
MINIMUM AVERAGE HEIGHT: FRAME 195 LBS.
GRATE 145 LBS.
:.5" 1' -1 1/2' 5.2555"
E3 - --
3.75" t
'!
0.875' I 1 1
io
00
I'
LI L J
` �I
E c�
-4.
... 2'-8 5/8"
PLAN VIEW
GRILL 1ASIN CASTINGS
SCALE: N.T.-
- SLOPE VARIES
1: 2 MAX.
WIDE PAINT STRIPES (YELLOW)
2 UNIFORM COATES. APPLY TO CLEAN
DRY BITUM. CONIC. SURFACE
---y-' `. COMPLETELY CONCEAUNG PAVEMENT.
PAINT TO CONFORM TO FEDERAL
SPEC. TT--P-115-E
- CHAIR RAMP DETAILS
DRIPUNE
I 3' MIN. STAKE
1' HEIGHT ABOVE
I i i GRADE
r� !
PROTEC T1'v'E
BARRIER
r
r � /lam `�„ 1=- •.., _-I ..-„ i -� t•. � �.^ t°- Ii � � �
N TES:
1 TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTIOlU
AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIP JNE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE
EXTENDING OUT TO THE TIPS OF THE OUTERMOST BRANCHES.
2. NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED ON SITE UNTIL ALL TREE
PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED.
3. TREE PROTECTIVE FENCING TO BE MAINTAINED THROUGHOUT THE DURATION
OF THE PROJECT.
4. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL. RECEIVE ADEQUATE
INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS,
METHOD OF TREE PROTECTION
DURING CONSTRUCTION
SCALE: N.T.S.
CURB GRA 1'-f + 0 625'
t PVMT x
----8" BRICK WALLS 4.
3/4" CEMENT PLASTER w
w 57
>' Q a.
>
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--
a .L r
T't
SECTION "A -A" i
NO][E�z SECTION "B-B"
1. 4" DEEP X 8" WIDE CONCRETE COPING
_-----_V-10"_MIN. ALL AROUND BASIN CASTING,
5'-4' 2. ALL CONCRETE TO 13E CLASS "A"
3. FOR CASTING SEE DETAIL
B CURB & GUTTER
00
r - --
A CASTING
77
CATCH BASIN
SCALE: N.T.S.
CONSTRUCIIQN
SEQUENCE:
1.
ENGINEER WILL VISIT SITE TO OBSERVE ALL EROSION CONTROL DEVICES REQUIRED
ON REMEDIATION PLANS.
2.
ENGINEER AND OWNER WILL COORDINATE ANY MAINTENANCE REQUIRED FOR THE
EROSION CONTROL DEVICES.
z
3.
REQUEST PRE -CONSTRUCTION CONFERENCE WITH NCDENR INSPECTOR,
rn
4.
COMPLETE DEMOLITION AND CLEARING PAST EXISTING DENUDED LIMITS TO COMPLETE
-Ln
o
ALL DEMOLITION AND CLEARING REQUIRED.
5.
PERFORM FINAL GRADING OPERATIONS FOR THE SITE.
6.
INSTALL PARKING, CURBS, GUTTERS, UTILITIES, AND ALL AMENITIES SHOWN ON PLANS.
7.
STABILIZE ALL DENUDED AREAS WITH TEMPORARY OR PERMANENT LANDSCAPING,
AS REQUIRED.
8.
EXCEPT FOR PERIMETER SILT FENCE, REMOVE ALL EROSION CONTROL DEVICES.
d
9.
REMOVE PERIMETER SILT FENCE.
GRADING
NOTES:
INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING
1.
OPERATIONS.
2.
CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION
BEYOND GRADING LIMITS.
3.
STRIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE
FROM SITE.
4.
COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
5.
ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER
THAN 3:1 SLOPES, UNLESS OTHERWISE NOTED.
6.
PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
7.
OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN.
ERASION
CONTROL
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
1.
VIOLATION AND IS SUBJECT TO A FINE.
2.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING
IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED AND
MULCHED WITHIN 15 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT
AREAS ARE TO BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS.
3.
ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR,
ENGINEER, AND OWNER.
4.
IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 21
CALENDAR DAYS OR 15 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS
MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS
GRANTED BY THE EROSION CONTROL INSPECTOR.
5.
SEDIMENT WILL BE REMOVED FROM THE SILT FENCE AFTER EVERY TWO RAIN EVENTS.
AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 4 INCHES.
REPAIR/REPLACE THE SILT FENCE AS NECESSARY TO MAINTAIN THE BARRIER.
SEEP
BED PREPARATION:
1.
LOOSEN CLEARED SURFACE (VOID OF ROCKS, ROOTS, AND VEGETATION) AS
NECESSARY FOR SEEDING TO ACCUMULATE.
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2. APPLY 'LIME AND FERTILIZER BASED ON SOIL CONDITIONS OR AS DIRECTED BY
F-
LANDSCAPE DESIGNER.
Z
Q
3. TILL LIME AND FERTILIZER INTO SOIL UNTIL WELL MIXED.
U
4. SEED AS PER SCHEDULE AND IMMEDIATELY MULCH OR STRAW FOR STABILIZATION.
0-
5. REPAIR AS NECESSARY FOR EROSION MAINTENANCE DURING CONSTRUCTION ACTIVITY.
<
�
GROUND COVER:
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o
FOLLOWING ANY PHASE OF GRADING; ON ALL DISTURBED AREAS WITHIN 30 CALENDAR
w
0'
DAYS FOLLOWING COMPLETION OF CONSTRUCTION
UJ
1.) MINIMUM SEEDING REQUIREMENTS:
Gi
A) LIME: APPLY 100 POUNDS PER 1,000 SQUARE FEET
>
B) FERTILIZER: APPLY 20 POUNDS 8-8-8 PER 1,000 SQUARE FEET
Wd
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v) SEED (NON-NCDOT RIGHT OF WAY): PER ACRE
NOVEMBER-MARCH BERMUDA (UNHULLED) 20 LBS.
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50 LBS. WINTER RYE (GRAIN)
80 LBS. FESCUE
in
MARCH-NOVEMBER BERMUDA (HULLED) 30 LBS
©I"
Q
80 LBS. FESCUE
D) MULCH. APPLY 1-1/2 TONS/ACRE WHEAT STRAW (OR APPROVED EQUAL)
ON ALL SEEDED AREAS.
E) TACK: ALL SLOPES WITH STRAW MULCH EXCEEDING 3:1 TO HAVE ASPHALT
TACK APPLIED AT THE RATE OF 225 GALLONS/ACRE.
2.) AFTER SOIL PREPARATION AND SEEDING, INSTALL JUTE MATTING, OR EQUAL, ON
ALL DISTURBED DITCH SLOPES AND INVERTS.
3.) MAINTAIN SEEDED AREAS UNTIL MINIMUM GROWTH IS ESTABLISHED AND/OR FOR
CONTRACT TIME,
EPET
OCT 2 2 2009
�-MEN-i
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and or project acceptance.
DRAINAGE PLAN
APPROVED
CITY OF WILMINGTON
STORMWATER DISCHARGE
PERMIT NOT REQUIRED
SIGNATURE DATE
STORMWATER MANAGEMENT PLAN
APPROVED
I
CITY OF WILMINGTON
ENGINEERING DEPARTMENT I
DATE PERMIT #
SIGNED
Approved Construction Plan
Name Date_
Planning -
Traffic -
Fire
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Y���LGIN�;
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v BY: H WL
TY CONTROL: MTA
NOTED
Will 6211
10-6-09
SITE
DETAILS
,HEET NUMBER:
C4 10
OF

APPROX. MHW lO
(+2.02' NAVD88)
(+4.3' MLW)
0.0 MLW ^tL'-
(-2.26' NAVD88)
(-0.5' NLW)
FOLLOWING CONSTRUCTION, - =-
COFFER DAM TO BE CUT FLUSH
W/ ADJACENT MUDLINE
ELEVATION & THE UPPER -10
PORTION REMOVED
-15
APPROX MHW
= (+2.02' NAVD88) !" I
rt t`
(+4.3' MLW)
(+3.8' NLW)
�0.0 MLW
'€
{- 2.26' NAVD88)
f
( 0. 5 NLW )
TOP OF COFFER DAM WALL--
MIN. 6.0' NAVD88
MAX. 8.0' NAVD88
TEMPORARY COFFER DAM----
t VST-AL-L -D- TO --ALLOW- RY------
EXCAVATION & CONSTRUCTION
PROPOSED 8' WIDE FLOATING
�,..o,.f fr•rvn►ftAl
COFFER DAM VARIES
/CUT-OFF WALL -
SEE DETAIL THIS SHT.' -
--------'� WIDE-._----
i - FLOATING DOCK
15' CLEARANCE
SEE "COFFER DAM
CUT-OFF" DETAIL
THIS SHEET
EL, VARIES
6' WIDE
FLOATING DOCK
NOTE: PROFILE GRID BASED ON N
SECTION A - A__
SCALE: 1" = 10`-0"
15' CLEARANCE
' WATER LINE
LOW WATER DATUM (NLW = -1.8' NAVD88)
'ROFILE - BOAT LAUNCH
TOP OF BULKHEAD
" FIN. (MADE VARIES
6' WADE CLR.
FLOATING DOCK
I I i•,
it -TIE ROD `
, _ I
CAST -IN --PLACE CONC. RAMP
jl
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POROUS STONE
IRV
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- 5 i
= SEE "TYPICAL BULKHEAD
CLASS A RIP RAP - 12" DEEP -- I •„--
4"t - - - -- 52' ��- --- -----._..._ _ - ---------- - --------------------- IE}4 DETAIL" THIS SHEET
SECTION B- B -- BOAT LAUNCH
EL. VARIES
FLOATING DOCK
TIMBER WALER - f
ATTACH PILES 'TO \
�
INBOARD WALER W/
(2) RECESSED BOTLS I I;
4" 1
FLOATING DOCK - CLR. I j�
EL. VARIES
APPROX. MHW
= +2.02' NAVD88) I
+3.8 NLW
+4.3' MLW
BOAT RAMP - -- ---- I !' - �
- EL. VARIES ti I 1! -
� X �
O.O MLW `-
-- -2.26' NAVD88) J I !
-•Q.�J' NLW ! I I i i -.I
KAW
0
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�,�M(,-,�� - )-T/ .�f 4.fl i . I _�
TYPICAL
SCALE: fl"=1'-0"
I
ULKHEA
SCALE: 1 /4" = 1'-O"
25't
PLAN -- F
SCALE: 3/8" = 1'-O"
COMPACT BACKFILL
_ FIN. GRADE
.` EL. VARIES
0-Wa
TIE F
I
MECHANICAL EARTH -'
ANCHOR
INBOARD WALER
I `
a
--POROUS STONE
---FILTER FABRIC - PLACE ON BACK,
BOT & TOP FACES OF STONE FILL &
I'
PROVIDE 3' MIN. OF FABRIC TO
a ��
I PROTRUDE ABOVE GRADE FOR TEMP.
I� EROSION CONTROL UNTIL BACKFILLED;
-1
THEN FOLD OVER & FILL W/ TOPSOIL
-r
PILE BULKHEAD WALL
BOT. TIP EL. VARIES
DETAIL
r•s r�r f ccsc
C�
FLOATING DOCK TO ABUTMENT
CONNECTION HARDWARE
CONCRETE BOLLARD FLOATNG DOCK
1'-4" & AS REQUIRED TO SUIT
RAMP --CONCRETE APPROACH % j' DOCK MFR'S OVERALL FLOATING
DOCK DEPTH (TOP OF DECKING
TT TO BOTTOM OF FLOAT)
A aw-
10 JZ
5,7
�3/4" CHAMFER -
SECTION ALL VERT. CORNERS (TYP.)
#4 PERIMETER TES 0 12" O.0
_ #4 0 12" O.C. E.W. T&B
-3/4" CHAMFER TOP EDGE
------------------
.1� , -i , A/ 4,
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to! CONCRETE-
1 BOLLARD
(D d
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--------------
" \ INSIDE CORNER BRACKET -C
-p FIRST FLOATING DOCK SECT+ON
LAN \ \`
- 3/4" CHAMFER TOP EDGE
CONCRETE ABUTMEW DETAIL
SCA!_.E: 3/8"
MR- yr nnmr
EL. +11.3' MLW (+10.8' NLW)
49.0' NAVD88)
APPROACH APRON
PROPOSED ASPHALT
DRIVE
PROPOSED GRADE
-- 15
I
- ---1 10
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EXIST. BULKHEAD
COFFER DAM EXTENDS TO & MADE \�
TIGHT AGAINST EXIST. BULKHEAD \
TOP OF COFFER \�
DAM WALL REFLECTOR TAPE CONTINUOUS -\
MIN. 6.0' NAVD88 ALONG OUTSIDE TOP OF WALL
MAX. 8.0NAVD88
z;Q i j I
APPROX. MHW`tD
r 1 i
!
I r
(+2.02f NAVD88)
' ! i
(+4.3MLW)
(+3.8' NLW)
s
EXCAVATION AREA
I I
leC7
EXIST. MUDUNE
NIL
�- CAP SYSTEM! TO
COFFER DAM TO BE CUT --` BE FIIALiZEOj
FLUSH W EXIST. MUDLINE
% \� EXCAVIATiON tUT LIME TO !BE
ELEV. ON ALL SIDES UPON I ® BOTTOM Or CAP ;SYSTEO
COMPLETION OF PROJECT ! I
C
r
(0f
DETAIL COFFER
SCALE: 1 /4" = V-0"
4" CONC DOME
CUT -
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
-4"(NOM.) (4.5" O.D. MAX)
STEEL PIPE - SCH. 40 -
< FILL W/ CONIC.
4"(NOM.) PLASTIC COVER
(SAFETY YELLOW). 1/4-
THICK UNINHIBITED.
---FILL W/ 3000psi CONC CONT
FROM TOP TO BOTTOM
•,7
3" -
i
f
C7 -
EXIST. MUDLINE/
COFFER DAM CUT LINE
TOP OF CAP SYSTEM
EL. -7.3' NAVD88
(-5.0' MLW) (-4.5 NLW)
DRAINAGE PLAN
I APPROVED
CITY OF WILMINGTON
STORMWATER DISCHARGE I
PERMIT NOT REQUIRED
- SIGNATURE DATE
STORMWATER MANAGEMENT PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE PERMIT #
SIGNED
Approved Construction Plan
Name Date
Planning
Traffic
Fire
DATUM CONVERSIONS
j O 48' NORMAL HIGH WATER (NHW) _ +2.50
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PERMIT
DRAWINGS
N OT FOR
CONSTRUCTION
Dv MEAN HIGH WATER (MHW) _ +2.02 ESIGNED BY: RAW `
DRAWN BY: H WL
jlu T 2009 I 2 4 QUALITY CONTROL.: M TA
- - -- -- l• SCALE: NOTED
DIVISION OF
COASTAL MANAGEN1Ei _ FILE NumBER: 6211
18" SQ_
TYPICAL HOLLARD DETAIL
NO SCALE
- NAVD 88 = O (PROJECT DATUM) = 0.00 DATE: i 0-15-09
BOAT RAMP
1.78' AND
MARINE DETAILS
NORMAL LOW WATER (NLW) R -1.78 SHEET NUMBER:
48 MEAN LOW WATER (MLW) = - Z.26 C5 1
OF -

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/ I I� t I FILTEQ BASIN - "N" FIL.TEQ 5ASIN PROPERTY OWNERSHIP TABLE
DRAINAGE AREA = 1.64 AC
DISTURBED AREA = 1.53 AC
REQUIRED STORAGE = 1800*AREA
REQUIRED STORAGE =
1.53*1800=2754 CF
BASIN SIZE = 30' X 60' SF
PROVIDED STORAGE = L*W*D
30*60*2.0' = 3600 CF
TRAPPING EFFICIENCY =
QIO*.01*43560
010=CIA=.35*7.2*1.64 = 4.13 CFS
REQU I RED AREA
34.13*.01*43560 = 1799 SF
PROVIDED AREA = 1800 SF
DRAINAGE A --?EA = 1.55 AC
DISTURBED k SEA = 1.42 AC
REQUIRED STORAGE = 1800*AREA
REQUIRED STORAGE =
1.42*1800=2555 CF
BASIN S7E = 30' X 60' SF
:DROVIDEC) S-3RAGE = '_*W*D
30*60*2.()' = :3600 C=
TRAPPIN(, EF�--ICIENC)' _
Q10*.01*4 ,560
QIO=CIA= %5*7.2*1.55 = 3.91 CFS
REQUIRE[) AREA =
3.91 *.OI *4?b56C = 17C 3 SF
PROVIDEO AREA = 1800 SF
O
MICHAEL E. McCARILF\/
PROGRESS ENERGY
CITY OF WILMINGTC'\:
CITY OF WILMINGTO N
HEALTHY AND GRE 1 iN
- CAS---- R/W
2000, _'LC
DD EciFn, vv E,-11
1
OC'T 2 2 2009 l
DIVISION O
COASTAL MANAGEMENT
PH. I - SOIL REMOVAL is REPLACEMENT
SCALE' I" - 30'
REVISIONS
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PROJECT NO. 06024
DATE SEPT 2009
7 10
SHEET OF

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APPROX. MHW
(+2.02' NAVD88)
(+4.3' MLW) 5
(+3.8' NL)Y)
0
0.0 MLW
(-2.26' NAVD88)
(-0.5' NLW) —5
FOLLOWING CONSTRUCTION,
COFFER DAM TO BE CUT FLUSH
W/ ADJACENT MUDLINE —10
ELEVATION & THE UPPER
PORTION REMOVED
—15
TOP OF COFFER DAM WALL
MIN. 6.0' NAVD88
MAX. 8.0' NAVD88
TEMPORARY COFFER DAM—,
INSTALLED TO ALLOW DRY
EXCAVATION & CONSTRUCTION
COFFER DAM --'
/CUT—OFF WALL —
SEE DETAIL THIS SHT.
r'NW'U�)tU u mut rwA i ]NU
DOCK (BEYOND)
TOP OF CAP EL.
-7.3' NAVD88
(-5.0' MLW) (-4.5 NLW)
APPROX. EXIST
DAM CUT LINE \
1 50 \— EXCAVATION CUT' LINE TO BE
® BOTTOM OF CAP SYSTEM
VARIES VARIES
EXIST. MUDLINEi EXCAVATION AREA
COFFER DAM CUT LINE
SYSTEM
BULKHEAD BEYOND
1+00 \- #67 STONE - 6" DEEP
CLASS A RIP RAP - 12" DEEP 1 i o.4'
PROPOSED CAST -IN -PLACE CONC. BOAT RAMP
SECTIONA - A / PROFILE BOAT LAUNCH
APPROX. EXIST.-
MUDLINE VARIES
PROPOSED 7.5" DEEP REINF.
CAST-IN-PL4CE CONC.
CONCRETE EOLLARD---\
- SEE DETAIL THIS SHT.
CONC. ABUTVENT
SLOPE 4,0% - SEEN
DETAIL 1-HIS SHT. \
SCALE: 1 ' — 10'
0+50
-TOP OF RAMP
EL. +11.3' MLW
(+9.0' NAVD88)
TRENCH DRAIN-
- SEE DETAIL
SHT. C5
SLOPE 1.7%
0_1{ 00
15 LF
APPROACH APRON
PROPERTY OWNERSHIP TABLE
PROPODRIVE SED ASPHALT . MICHAEL E. McCARLEY
IST. CI�AD'E PROPOSED GRADE
As PERPLAN Q
10
PROGRESS ENERGY
-
5 CITY OF WI LM I N GTO N — CASTLE ST R W
— 0 CITY OF WILMINGTON
—5 HEALTHY AND GREEN 2009 LLC
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DIVISION OF Q
COASTAL MANAGEMENT '�,0°GIt°.00
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PP. 2 — BOAT RAMP & PARKING_ LOT
SICALE= !" = 30'
2
REVISIONS
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DRAWN BY DPW/GRG
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PROJECT NO. 06024
DATE SEPT 2009
8 10
SHEET OF

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APPROX. MHW
(+2.02' NAVD88)
(+4.3' MLW) 5
NLW)
0
0.0 MLW
(-2.26' NAVD88)
ON
Ni —5
FOLLOWING CONSTRUCTION,
COFFER DAM TO BE CUT FLUSH
W/ ADJACENT MUDLINE —10
ELEVATION & THE UPPER
PORTION REMOVED
—15
TOP OF COFFER DAM WALL
MIN. 6.0' NAVD88
MAX. 8.0' NAVD88
TEMPORARY COFFER DAM--,
INSTALLED TO ALLOW DRY
EXCAVATION & CONSTRUCTION
COFFER DAM —'
/CUT—OFF WALL —
SEE DETAIL THIS SHT.
PROPOSED 8' WIDE FLOATING
DOCK (BEYOND)
TOP OF CAP EL.
—7.3' NAVD88
(-5.0' MLW) (-4.5 NLW)
APPROX. EXIST.
MUDLINE/COFFER
DAM CUT LINE
1�50 \—EXCAVATION CUT LINE TO BE
® BOTTOM OF CAP SYSTEM
VARIES
EXIST. MUDLINE% —EXCAVATION AREA
COFFER DAM CUT LINE
SYSTEM
LKHEAD BEYOND
1 +00 \— #67 STONE — 6" DEEP
CLASS A RIP RAP — 12" DEEP I 116.4
PROPOSED CAST —IN —PLACE CONC. BOAT RAMP
APPROX. EXIST.-
MUDLINE VARIES
Mill
to] 0 W
PROPOSED 7.5" DEEP REINF.
CAST —IN --PLACE CONC.
CONCRETE BOLLARD-- ,
— SEE DETAIL THIS SHT.
CONC. ABUTMENT
SLOPE 4-A% -- SEE
DETAIL THIS SHT.
0+50
rFRAMP
EL. +11.3 MLW PROPERTY OWNERSHIP TABLE
EL 11
(+9.0NAVD88)
TRENCH DRAIN QRVE SED ASPHALT MICHAEL E. McCARLEY
— SEE DETAIL EXIST. Ci:ADE PROPOSED GRADE
SHT. C5
SLOPE 1.7% SLOPE AS PER PLAN O PROGRESS ENERGY
— 10
5 � CITY 0 F WI LM I N GTO N CASTLE —
—_ E ST R /W
o � CITY 01= WI LM I N GTO N
-5 HEALTHY AND GREEN 2009, LLC
000000 00,
VE
—15 OCT 22 2009 I o -
00 o I�)084
15 LF OF
0
DIVISION
COASTAL MANAGEMENT
APPROACH APRON
PP. 2 - BOAT RAMP Z PARKING LOT
2 SCALE= 1° = 30'
REVISIONS
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8 10
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MINIMUM 10
LINE WIRES
VAR14LE Arl DIRECTED B W" 6WEER
IMUM 12-1/2 GAUGE
RMEDIATE WIRES
GRADE
FRONT VIEW if
NODE: STEEL POST
USE SILT FENCE ONLY WHEN DRAINAGE AREA
WOVEN WIRE FABRIC
DOES NOT EXCEED 1 /4 ACRE AND NEVER IN SILT FENCE FABRIC
AREAS OF CONCENTRATED FLOW.
3' _ Tcc F
� FILL SLOPE
* FOR REPAIR OF SILT FENCE FAILURES, 26 }T,
USE No. 57 WASHED STONE FOR ANCHOR
WHEN SILT FENCE IS PROTECTING "
CATCH BASIN. ,`.'rs� -;—GRADE
1 '' �6" MINIMUM COVER
2 —0 OVER SKIRT *
ANCHOR SKIRT AS DIRECTED
BY ENGINE(-R *
SIDE VIEW
a31 TEMPORARY SILT FENCE
NOT TO SCALE
PROTECT WEIR WITH FILTER �� 5' " � RETRIEVAL SKIMMER DETAIL ,r-JUTE NETTING (TYPICAL)
FABRIC AND RIP -RAP F
� (SEE DETAIL 04-000.18) ( (SEE SHEET 1) /
wFIEz 1 R" rG
II
FILTER FABRIC
7
6" PVC
LENGTH
5'x3°x1 8" III
6" STONE APRON
PHASE I - SOIL REMOVAL AND REPLACEMENT
1) Mobilization - Hold a Preconstruction Conference with the City of Wilmington and NCDENR.
Establish Dig Safe procedures, install temporary construction facilities and set up site security.
2) Site Preparation - Install erosion and sedimentation control measures. Clear and grub all
vegetated areas. Establish decontamination facilities and odor and dust control measures.
Establish soil staging areas with the perimeter of the erosion control measures.
3) Remedial Activities - Install coffer dam/cut-off wall at end of existing boat ramps as shown
on the plans. Install pumping equipment to pump water collected behind the coffer dam into
the north filter basin. Commence excavation and replacement of soil.
4) Restore site to original grades with imported soil from a permitted site.
5) Seed and mulch denuded areas within 15 days after completion of any pha.e of grading.
Cover all cut or fill slopes that are greater than 3:1 as shown on the grading plan with
a temporary erosion control blanket: North American Green S150 or an approved equal.
Seeding for erosion control purposes shall be in accordance with the schedules found on
the drawings.
6) Turn site over to the City of Wilmington's contractor for the reconstruction of the parking
lot and boat romps.
PHASE 2 -w PARKING LOT & BOAT 12AMv1P RECONSTRUCTION
1) City's Engineer shall visit the site and inspect erosion control measures installed during
Phase 1 and insure that they have been maintained and adequate for the Phase 2 work
to proceed. Engineer will coordinate any required maintenance.
2) Hold a Preconstruction Conference with the City of Wilmington and NCDENR.
3) Complete any additional demolition and clearing beyond the Phase 1 work that rnoy be
required for Phase 2.
4) Perform final grading and install parking, curbs, gutters, utilities and all amenities shown
on the plans.
5) Stabilize all denuded areas with temporary or permanent landscaping as required
6) Remove all erosion control devices except for the perimeter silt fences.
7) Remove perimeter silt fences.
GENERAL REQUIREMENTS
1) Provide required maintenance on all erosion control measures. Inspect all diversion swales
and silt fencing after each rainfall event and repair any damaged or weakened segments.
2) Clear only those areas necessary for the installation of said measures. Contractor may
relocate or modify erosion control measures to make adjustments for unforeseen field
conditions so long as sizes, volumes, and construction are maintained to insure the integrity
and usefulness of the proposed measures. All relocations or modifications shall have the
prior approval of the Engineer.
3) Construction phasing may be improved by the relocation of certain erosion n ieosures or the
installation of additional measures. It is the intent of the Owner to limit the disturbed area
wherever possible by exercising flexibility with the erosion control measures r,3 construction
progresses. (All phasing proposals by Contractor shall be submitted to the Cn, gineer
for approval with subsequent approval by NCDENR required.) Contractor shall provide, install
and maintain all measures necessary to complete the work shown on these drawings.
4) The streets in front of the project shall be kept clean at all times or a wash station will be
required.
NOTES:
WEIR DETAIL.
1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE) ACRES.
2. EARTH BERM SHALL BE STABILIZED w/SEEDING ACCORDING
TO TOWN SPECIFICATIONS. LINE WEIR WITH
RIP -RAP
DESIGN OF SPILLWAYS.
DRAINAGE AREA WEIR LENGTH(
(ACRES) (FT) TOP OF DAM
1 4.0 L-
2 6.0 j
3 8.0
4 10.0 I DITCH AND BURY
5 12.0 FILTER FABRIC FILTER FABRIC EDGE
1 DIMENSIONS SHOWN ARE MINIMUM WEIR LENGTH (MIN- 12a OF FABRIC)
MAINTENANCE
INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE
SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH
OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF
THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS
A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO
SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY
AFTER CONSTRUCTION WITH SEEDING.
BOTTOM ANCHORS
NOTE :
1. DRIVE STEEL FEN,
LEAST 18" INTO
2. WOOD POST ARE
PERSPECTIVE VIEW
2 STANDARD FILTER BASIN
3 NOT TO SCALE
PIT
SEEDING FOR EROSION CONTROL
1) Chisel compacted areas and spread topsoil 3 inches deep over adverse soil
conditions, If available.
2) Rip the entire area to a 6—inch depth.
3 Remove all loose rocks, roots, and other obstructions leaving surfaces reasonably
smooth and uniform.
4) Apply agricultural lime, fertilizer, and superphosphate uniformly and mix with soil
(see below).*
5) Continue tillage until a well pulverized, firm reasonably uniform seedbed is
prepared 4-6 inches deep.
6) Seed on a freshly prepared seedbed and cover seed lightly with seeding
equipment Or cultipack after seeding.
7} Mulch immediately after seeding and anchor mulch.
8 Inspect all seeded areas and make necessary repairs or reseeding within the
planting season if possible. If grass stand should be over 60% damaged,
reestablish following original lime, fertilizer, and seeding rates.
9) Consult Conservation Inspector on maintenance treatment and fertilization after
permanent cover is established.
* Apply: Agricultural Limestone — 2 tons/acre (3 tons/acre in clay soils)
Fertilizer — 10-10-10 anal sis 0 1000 Ibs/acre
Superphosphate — 500 lbs7acre of 20% analysis superphosphate
Mulch — 2 tons (approx. 80 bales) small grain straw/acre
Anchor — Tack with asphalt emulsion @ 300 gals/acre or use erosion
control matting
SEEDING SCHEDULE
SEPT. 1 - FEB. 28
MARCH 1 - AUGUST 1
50# TALL FESCUE
50# TALL FESCUE
5# CENTIPEDE
5# CENTIPEDE
35# BERMUDA GRASS
25# BERMUDA GRASS
(UNHULLED)
(HULLED)
500# FERTILIZER
500# FERTILIZER
4000# LIMESTONE
4000# LIMESTONE
*Fescue Mix shall be 75% Kentucky-31 Fescue and 25% Rebel Fescue
**Temporary - Reseed according to optimum season for desired permanent vegetation.
Do not allow temporary cover to grow over 12 inches in height before mowing,
otherwise fescue may be shaded out.
CURB
._
REBAR FOR 8AWET
(REBAR s'
REMOVAL FROM
(REBAR NOT INCLUDED)
OPTIONAL OVERFLOW - �\
SILTSACK�— l� FOAM
DUMP LOOPS ata1N
(REBAR NOT INCLUDED(
a
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d SIDE VIEW INSTALLED
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RE
PANSION -� E
STRAINT
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INSTALLATION DETAIL
INSTAL - ATION OrTk4iL
I TSACKi
SPECIFICATIONS
NOTE: THE SILTSACK*WILL BE MANUFACTURED FROM A WOVEN POLYPROPYLENE
FABRIC THAT MEETS OR EXCEEDS THE FOLLOY" SPECIFICATIONS.
R AR OW I T AQK*
(FOR AREAS OF LOW TD MODERATE PRECIPITATION AND RUN-OFF)
NROFBTIES TEST HE=
on
GRAB TENSILE STRENGTH
ASTM D-4632
300 LEIS
GRAB TENSILE ELONGATION
ASTM D-4632
20 %
PUNCTURE
ASTM D-4833
120 LEIS
MULLEN BURST
ASTM D-3786
$DO PSI
TRAPEZOID TEAR
ASTM 0-45M
120 LEIS
UV RESISTANCE
ASTM D-4355
SO X
APPARENT OPENING SIZE
ASTM D-4751
40 US SEA
FLOW RATE
ASTM 0-4491
40 GM4-M/SQ FT
PERMITTIVITY
ASTM D-4491
a55 SEC _1
HI-FLOWI T A .K9
(.FOR AREAS OF MODERATE TO HEAVY PRECIPITATION AND RUN-OFF)
fIKPsm TEST MENU an
STEEP CUT OR FILL SLOPE
GRAB TENSILE STRENGTH
ASTM D-4632
265 LEIS
13RAB TENSILE ELONGATION
ASTM D-4632
20 X
PUNCTURE
ASTM D-4833
135 LBS
MULLEN BURST
ASTM D-3786
420 PSI
TRAPEZOID TEAR
AS1M D-4533
45 LEIS
2 : 1 SLOPE (MAXIMUM)
RESISTANCE
ASIV D-�51
(APPARENT OPENING SIZE
ASTM D-47V
20 US SIEVE
"LOW RATE
ASTM D-4491
200 GALfMN/SQ FT
PERMITTIVITY
ASTM D-4491
1.5 SEC -1
SIDE SLOPES ---c
2 : 1 (MAXIMUM)
UPSLOPE TOE
CROSS SECTION
PLAN VIEW
AiB1UZ[- D;',f"RSION DITCH! M ..
TMPORAP ( SEEDING AND EROSION
CCNTROL rJE'r7NG.
POSITIVE GRADE 1.0% MAX-
[3:1 DIVERSION DITCH
3 J NOT TO SCALE
STEEP CUT OP F __ SLOPE
2' MINIMUM
4 STANDARD SKIMMER
3 NOT TO SCALE
DOOR
aT
(FOR AREAS *)ERE THERE IS A CONCERN FOR OIL RUNT -OFF OR WLIS)
DING ON YOUR PARTICULAR APPLICATION, THE SI.TSACK CAN BE MADE FROM
EITHER ONE OF THE ABOVE FABRICS WITH AN OIL-ABSORBANT PILLOW INSERT OR,
MADE COMPLETELY FROM AN OL-ABSORBANT StLTSACKO WITH A WOVEN PILLOW INSERT.
5 INLET PROTECTION
3 NOT TO SCALE
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