1 Fleet Landing Blvd. CIV18-00002 dwgs8Fawn
(12 Lbs
STARED 7UR8129/rY SAeWrR
LEGE6lP
i'R t Prgoosed Toe Ol Saps
1)f + ® M- hlj LY ay Area
17 r"wl g Moa^hg LLroy w/Mchd
...� // causeway \ •x. -� Anchw
<:> Barrier Ae—ant Due
..... ..... -^ To Currant AtM—
Che
100
r)plcol
'; c_o Che Lhmlts Of Cmsa
Currant LNn/ts O/ Con, Lms
I
• • !�- St—t-1 Al/gnmenf r
B-1—
Able,
NOIES• Turbidity 6 ..f res 2r flowing streams and t/de
1. Turb/d/ty bcMers aro to be used h sA psmranenl bodies aJ water regad'esr of water delolh. weeks may be ether Aaothg, cr slated lJF"
v any ctmbkrot"hr of types that wo/ $uit sae
2. Number and gooc/ng of anchors dependent m current w/aciths 'and&/ms and meet eradm antro/ and water
quol!!y requiemevts The berner t)pso) wo/
T Dgo/o)ment of hauler around poe 10 hbns may wry to oceammodofe emsfroet/m aperntkns be of the cmlroctrs qot/m unless othevwlse
gose!/led Af the p/E hownwr po)manf wA/
f N.Wgoth n may req h-. seg.•nenthg bowler durhg —t—bb,goeraacns be under the pay /fem(e) estob//shed h the
Alms hr 17,0,g Turbk'&y Barrer and/or-
. Stoked rurbldty Barer. Posts h stoked
turbid/ty bon,/ern to be hetd/ed k wracd
7URB/D/TY BARRIER APPbc4776WS pos/t/m unless othenwse dhwted by the
Engineer.
TURS/D/TY BARRIERS
l4•i}1 Sheathed FA Steed Coble
Seeding I
Zqtq-Sewing
Pales
(9BAn Lbs Breaking Strength N11h
Per
Pff
FLOW RATES
Ca/wn/zed cmnectcvs (Tod res O/scmnect)
°oop000 1
posed CeA S
slotted Pic Cmnectm P*"
Seedlhg kW11reS
Acre
'701.Mm (6'.
(Naiad cd/w Rdmbrted)
posed Cd! Shcd "ostk Foam
Nigh
Per Ft. Buo}a
125 lbs
00
0 Coo ° 0
00
Rotot/m (B" Olo. Equ/v) (17 /ft
Moderate
A1171;71,97ance
3 Bu
4 Its
Per Ft. euoyonc
Heavy
> 15 < 25
Lawns
° 0 0 4 ° 0 0 ---�-✓'
°
LEGEND
Very Heavy
> 25 < 40
3 Bu
eme wl
1. Bah/agr,7SS
40-60 /bS
1 /b
1/15-81JI
Use 501V scarified seed.
Pd)pro Rq
IB Oz. N)fm RehJcrced
40-60 /bs
1 /6
1115--8115
7B Oz N/Im Rdnhrted
Firm Loam
S6 / h B
g )
PW Fobrk (TOO pel Tenth
i'
4 of
Strnss PYote Gv/wn/zed aeln
Clay Sands
Clays
Pit' Fabrlc (TOO ps/
J BohiogrosS with ale of the ldlo#07g.•
10 -JO lbs
.5 /b
Annual winter legume. Inoculate seed at 5 times recommended rate.
Use SOX scmiled Bohio seed.
Sandy Loam
Test) wth Lochg Gramm
'J ibs
Odwnlzed
9/S-1/1'
fnnoevIate fegt/mes
T
Annual Kh/le Sweetclows-
e /bs
3 oz
A`
7)FT
D -5' Std. (Shg/e Pond Fw Daplha 5'- Less).
7yflr -
9/1-111
September-
Ory
Amowteof Cater
D -5' Std. (Addt/md Pmel Fv Depths Crealei
7hm 5)
ry
Grows best on moist -wet soils tolerates some loodin .
ANNUAL SWEETCLOVER
Awe Clow
Curtoh Ta *ths Balton Up To OepMs o! 70: Tiro
Used Fa A1oMs Greater Ihan 70' un/ens $oeNd Oepofha
th Panels To Be
SiaI(
-/Rca y
1/15-7115
°n.
r°4
Hairy /ndiga
Cooed Fm /n The Plons ar As Daferminee By The Eng/herr
1.5 oz
05--7/15
e�
6 .oz
FLOA7AVG 7UWD/TY BARAYERS
12 lbs
45 oz
2/95--7/15
Post (Lptlms 1", 4' aY
1. Ser/ceo /eredevv
a. 40-50 /bS
1.? /bs
Lan. DI, W—f Steel
for Scarified seed.
Annual winter legume. Inoculate seed at 3 times recommended rate.
6' Mo..
1..TT Lml rz Alh.)
1.716s
7115-0
Fa unhulled seed.
18 Oz N)lm RIAVIed
2 Seco /e edezo wflh ane of the folloirr :
� 9
8 oz
September-
Short lived perennial.. Some drought resistance.
PH:' Fabric (TOO ps! Test)
`
Fawn
(12 Lbs
STARED 7UR8129/rY SAeWrR
LEGE6lP
i'R t Prgoosed Toe Ol Saps
1)f + ® M- hlj LY ay Area
17 r"wl g Moa^hg LLroy w/Mchd
...� // causeway \ •x. -� Anchw
<:> Barrier Ae—ant Due
..... ..... -^ To Currant AtM—
Che
100
r)plcol
'; c_o Che Lhmlts Of Cmsa
Currant LNn/ts O/ Con, Lms
I
• • !�- St—t-1 Al/gnmenf r
B-1—
Able,
NOIES• Turbidity 6 ..f res 2r flowing streams and t/de
1. Turb/d/ty bcMers aro to be used h sA psmranenl bodies aJ water regad'esr of water delolh. weeks may be ether Aaothg, cr slated lJF"
v any ctmbkrot"hr of types that wo/ $uit sae
2. Number and gooc/ng of anchors dependent m current w/aciths 'and&/ms and meet eradm antro/ and water
quol!!y requiemevts The berner t)pso) wo/
T Dgo/o)ment of hauler around poe 10 hbns may wry to oceammodofe emsfroet/m aperntkns be of the cmlroctrs qot/m unless othevwlse
gose!/led Af the p/E hownwr po)manf wA/
f N.Wgoth n may req h-. seg.•nenthg bowler durhg —t—bb,goeraacns be under the pay /fem(e) estob//shed h the
Alms hr 17,0,g Turbk'&y Barrer and/or-
. Stoked rurbldty Barer. Posts h stoked
turbid/ty bon,/ern to be hetd/ed k wracd
7URB/D/TY BARRIER APPbc4776WS pos/t/m unless othenwse dhwted by the
Engineer.
TURS/D/TY BARRIERS
SEED/NG MIXTURES RA TES AND DA TES
t (Lptkns 1' x
4'0,- I I apNma/ Post Podtkxrs �fYhc¢r/e Past Rodllan
h. Oh IWod, Sled ted 10' Towrd flaw)
t.M Lb'lrt I6' Nox. C -f Fabrk (/n �i
Cmfarmance Wlfh T
sea 995 fDor $ e<J 3
1D Foler FodNe
4 , t flow
sEcnav
ELEv,I nav
2.• 1 or F/1
7rPE ��- SdL r fzNc�
Pau/by Aleah
O- Type A Fence Fobrk
(Index No 452 eF Sec 9Lt5
FDOT 4—) Opti nal Part Pae&lms Pnc"¢/e Post Pas&/m
s
Part (Lpt/ms• 4' x 4'r0.d I I (Canted 20' Towel naw)
T'uh. ow. Nbod,
1.T3 Lbs/TY. Alh.) 10' Alox. Parr/try Aresh 0,
FAte- Fabr/c (/n Type A Frrro Fad,*
e cmf__ with
ik Sea 9m fDOr.$ecf Enke, Fahlk
10
1 , Set now
aE✓A)%W SECDOV
Note: SAY Farce to be ped fa- under the eve M -f un& prlte fir Stoked Sof Fence (LF).
TYPE /V SKT FENCE
r�
L
ripe ��� w Tjpe /V . - ♦ lrn�
Sbt floe Sot Furca - ti r h
rel .
Type --- LY ripe /v Szt Fmce Peoteellcn
Around O&th Bottom /,lets
Oo not d{o/ay h o mmner thot sAt feoces wN act os o don, assns permeowl Aow/ng
wntercturses sot fences we to be used at'pond locot/ma and furbldfy bomlmr
used of pemmonwt bodes of water.
SKT /ENCS AAfUCAACW
-Ar naw naw
all or fill slope
Type 7P SY't Fence T)pe Sot Fence
Nota, Soochg fw Type Fence to be If,
oc<crdonee w&h Chart P/ate 0-906
and arch hrtd/ofhvr of dnhoge
rfrocruraa above.
SILT FENCE TYPE /// & IV
OUTLET
LU'- /', I IUINJ MH T HLJU Ur_ HrrNUt-r<l/A I L.
INLET
TEMPORARY SEDIMENT BASIN
Section A -A
A
O9 Channel Grade
c_
K
Mox/mum Grade of 19 for a
Transition of 15' Minimum A\
Diversion or Dike
LEVEL SPREADER
.3. > Slope or F/atter
2' Min.
4.5 MIn.
TEMPORARY D/VERS/ON D/KE
D/ VZ_R5/01V D//IE
I,
Compacted So//
Flow
N.T.S.
7
6
5
C 4
IL
a
O
3
2
1
6" Mlr
10' MIN.
WOOD POST
of --TYPE "A" FILTER FABRIC
N
TEMPORARY SILT FENCE
STABILIZED CONSTRUCTION ENTRANCE
N.T.S.
NCTE!
Seeding I
Zqtq-Sewing
Pales
Comments
Per
Pff
FLOW RATES
Sfe
°oop000 1
Candilfals
Seedlhg kW11reS
Acre
A000 Ff
N. F/o.
computationserformance or hydraulic
Nigh
>5 < 10
125 lbs
00
0 Coo ° 0
00
February
Moderate
A1171;71,97ance
3 Bu
4 Its
September-
Heavy
> 15 < 25
Lawns
° 0 0 4 ° 0 0 ---�-✓'
°
LEGEND
Very Heavy
> 25 < 40
3 Bu
eme wl
1. Bah/agr,7SS
40-60 /bS
1 /b
1/15-81JI
Use 501V scarified seed.
Use
2. 90h/7gr0SS
40-60 /bs
1 /6
1115--8115
Use SOX scarified Bzhla seed.
Firm Loam
Bamudoymss Shu//ed)
8-11 Jbs
4 of
February
Clay Sands
Clays
Course Sand
Gravels
J BohiogrosS with ale of the ldlo#07g.•
10 -JO lbs
.5 /b
Annual winter legume. Inoculate seed at 5 times recommended rate.
Use SOX scmiled Bohio seed.
Sandy Loam
Swlhem Mlle OoKy
'J ibs
I.? oz
9/S-1/1'
fnnoevIate fegt/mes
T
Annual Kh/le Sweetclows-
e /bs
3 oz
A`
Crimson Obw
12 lbs
45 Oz
9/1-111
September-
Annual winter legume. /nocu/ate seed at 5 times recommended rote.
Amowteof Cater
8 lbs
J az
911-11/
Grows best on moist -wet soils tolerates some loodin .
ANNUAL SWEETCLOVER
Awe Clow
9 Jbs
3 oz
1/15-7115
°n.
r°4
Hairy /ndiga
4 lbs
1.5 oz
05--7/15
e�
6 .oz
,40)nomene
12 lbs
45 oz
2/95--7/15
SJLpes
1. Ser/ceo /eredevv
a. 40-50 /bS
1.? /bs
0-71115
for Scarified seed.
Annual winter legume. Inoculate seed at 3 times recommended rate.
Lu imus SP.
b. 75 lbs
1.716s
7115-0
Fa unhulled seed.
ALFALFA
2 Seco /e edezo wflh ane of the folloirr :
� 9
8 oz
September-
Short lived perennial.. Some drought resistance.
Use seedin rote ec/lied ayoYe.
9 �
`
8ohiayross
15 fbs
7 oz
2/95--8115
45 lbs
1,6
Tall Fescue
10 lbs
8 oz
1011-11115
Best odopled to N. 17hida
December
NEeping Lowgross
3/bs
12 oz
21115-8/15
September-
Oraugbty
1, fi'eephv Lotegross
5 lbs
2 oz
2115-8/15
Cres w14 summa" cote.
Areas
2. *eping Lowgrass with ale of the fel/owing.
6 oz
Apr11-
Warm season annual legume.
A icor us Ira fno/is
a. Bohiograss (5OX sconled seed)
5 lbs
2 oz
1115-8/15
30 /bs
11 oz
A Bamudagross (Nu/led)
30-40 AS
11 oz
1115-6115
Ilulk,
C. Hairy pan/cum
8-11 lbs
4 cz
05-8115
March-
d. SdriCO lespedezo
8-12 lbs
4 oz
1115-9115
Use swirly rote and dates
ee7y,
8 lbs
3 oz
March-
Worm season annual legume.
specilled obo
SEED/NG MIXTURES RA TES AND DA TES
t (Lptkns 1' x
4'0,- I I apNma/ Post Podtkxrs �fYhc¢r/e Past Rodllan
h. Oh IWod, Sled ted 10' Towrd flaw)
t.M Lb'lrt I6' Nox. C -f Fabrk (/n �i
Cmfarmance Wlfh T
sea 995 fDor $ e<J 3
1D Foler FodNe
4 , t flow
sEcnav
ELEv,I nav
2.• 1 or F/1
7rPE ��- SdL r fzNc�
Pau/by Aleah
O- Type A Fence Fobrk
(Index No 452 eF Sec 9Lt5
FDOT 4—) Opti nal Part Pae&lms Pnc"¢/e Post Pas&/m
s
Part (Lpt/ms• 4' x 4'r0.d I I (Canted 20' Towel naw)
T'uh. ow. Nbod,
1.T3 Lbs/TY. Alh.) 10' Alox. Parr/try Aresh 0,
FAte- Fabr/c (/n Type A Frrro Fad,*
e cmf__ with
ik Sea 9m fDOr.$ecf Enke, Fahlk
10
1 , Set now
aE✓A)%W SECDOV
Note: SAY Farce to be ped fa- under the eve M -f un& prlte fir Stoked Sof Fence (LF).
TYPE /V SKT FENCE
r�
L
ripe ��� w Tjpe /V . - ♦ lrn�
Sbt floe Sot Furca - ti r h
rel .
Type --- LY ripe /v Szt Fmce Peoteellcn
Around O&th Bottom /,lets
Oo not d{o/ay h o mmner thot sAt feoces wN act os o don, assns permeowl Aow/ng
wntercturses sot fences we to be used at'pond locot/ma and furbldfy bomlmr
used of pemmonwt bodes of water.
SKT /ENCS AAfUCAACW
-Ar naw naw
all or fill slope
Type 7P SY't Fence T)pe Sot Fence
Nota, Soochg fw Type Fence to be If,
oc<crdonee w&h Chart P/ate 0-906
and arch hrtd/ofhvr of dnhoge
rfrocruraa above.
SILT FENCE TYPE /// & IV
OUTLET
LU'- /', I IUINJ MH T HLJU Ur_ HrrNUt-r<l/A I L.
INLET
TEMPORARY SEDIMENT BASIN
Section A -A
A
O9 Channel Grade
c_
K
Mox/mum Grade of 19 for a
Transition of 15' Minimum A\
Diversion or Dike
LEVEL SPREADER
.3. > Slope or F/atter
2' Min.
4.5 MIn.
TEMPORARY D/VERS/ON D/KE
D/ VZ_R5/01V D//IE
I,
Compacted So//
Flow
N.T.S.
7
6
5
C 4
IL
a
O
3
2
1
6" Mlr
10' MIN.
WOOD POST
of --TYPE "A" FILTER FABRIC
N
TEMPORARY SILT FENCE
STABILIZED CONSTRUCTION ENTRANCE
N.T.S.
50 100 1511 euu 250 300 350 400
Spacing (In Feet)
CHART I
RECOMMENDED SPACING FOR TYPE I, TYPE II, TYPE III
AND TYPE IV SILT
SPACINGRECOMMENDATION FOR
SILT FENCES
N.T.S.
NCTE!
Spacings shown In this chart are
Comments
Common Nome
Acre
1000 R2
are based on generalized conditions
FLOW RATES
CFS
( )
°oop000 1
and should beadjustedbased on
Very Light
< S
3 Bu
3 ,bs
computationserformance or hydraulic
Light
>5 < 10
125 lbs
00
0 Coo ° 0
00
February
Moderate
> 10 < 15
3 Bu
4 Its
September-
Heavy
> 15 < 25
170 Abs)Februar
° 0 0 4 ° 0 0 ---�-✓'
°
LEGEND
Very Heavy
> 25 < 40
3 Bu
3 Its
September-
Flow
SOILS
120 lbs
FILTERED WATER
Soil.
Cohesive
Non - Cohesive
60 lbs
1.5 lbs
September-
Firm Loam
Fine Sand
? .z............is
February
Clay Sands
Clays
Course Sand
Gravels
25 lbs
9 az
September-
Annual winter legume. Inoculate seed at 5 times recommended rate.
Hardpans
Sandy Loam
November
Does 000rly on deep dry sands will not tolerate flood/,q.
RED CLOVER
Silt Loam
T
September-
Annual winter legume. Inoculate seed at 5 times recommended rate.
Trffolium rctense
A`
Grows best on moist sol/s w111 not tolerate flooding. Easil hurt by drought.
WH/TE CLOIER
6 lbs
2.5 oz
September-
Annual winter legume. /nocu/ate seed at 5 times recommended rote.
•Ae
(/�� `y�
atz
Grows best on moist -wet soils tolerates some loodin .
ANNUAL SWEETCLOVER
15 lbs
6 0z
•�
.Ve
°n.
r°4
December
Grows we// on both f/atwoods and upland sol/s. W1/l not tolerate floodin .
ARROHLEAF CLOVER
e�
6 .oz
C
Annual winter legume. /noculate seed at 3-5 times recommended rote.
Trifo//um ides/cu/osum
December
Grows on sof/ too wet for crimson tolerates some floodin . Use scarfed seed.
°aey
ore
e
est s.
b
1.5 hSs
September-
Annual winter legume. Inoculate seed at 3 times recommended rate.
Lu imus SP.
Ax
°v�•
b
a
ALFALFA
22 lbs
8 oz
September-
Short lived perennial.. Some drought resistance.
Medico o sat/va
`
�`
December
Grows best on well -drained fertile sol/s W1// not tolerate wet soils.
AUSTRIAN WNTER PEAS
45 lbs
1,6
560tember-
N M
Ow
'ee/W
a��ht `
ate Cahe
December
Crows best on we// -drained sol/s with Nab cloy content
HAIRY bETCH
25 lbs
9 oz
September-
\
I\
December
Grows best on we/%drafned loom soils.
tb
qna
Hea es d
6 oz
Apr11-
Warm season annual legume.
A icor us Ira fno/is
✓u/
Grows best on we/l-drained sand soi/s
COMMON LESPEDEZA
30 /bs
11 oz
March-
Vr
H,o6, `Cay
s!W
Ilulk,
Grows best on sandy loans Fairly drou ht res/stunt.
Consider Use Of
8 lbs
Cay
March-
//ldi ofero hirsute
(1201s)
Tenpae•ary Sad
✓u/
ee7y,
8 lbs
3 oz
March-
Worm season annual legume.
Aesch omerc americana
Au ust
Most suitable of summer legumes for use in low, wet areas
MI14ET30
lbs
50 100 1511 euu 250 300 350 400
Spacing (In Feet)
CHART I
RECOMMENDED SPACING FOR TYPE I, TYPE II, TYPE III
AND TYPE IV SILT
SPACINGRECOMMENDATION FOR
SILT FENCES
N.T.S.
Usually mixtures of the above plant materials ore better than a single p/ant 0/one. Each of the
legumes discussed above can be grown in mixture with annual
rpegrass and/or the small groins. In a two -crop mixture cut the seeding rate of each crop to
one-half of the recommended planting rote when grown alone.
Simi/or/y three plant types In a mixture requires approximate/y one-third of the norma/ seeding
rate for each plant. In a three plant mixture containing a
single legume, the legume should be planted at ozw-boll of the pure stand seeding rote.
TEMPORA, 4 Y SEED/NG PLANT MA TER/AL S
1. SET THE STAKES.
2. EXCAVATE A 4"x4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
r LUVV
3. STAPLE FILTER MATERIAL TO
STAKES AND EXTEND IT INTO
THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
MIN.
WIRE SCREEN CONCRETE BLOCK
Seeding Rate
Planting Dates
Comments
Common Nome
Acre
1000 R2
N. FLA.
REVISED SCHEMATIC
Botanical Name
°oop000 1
❑
❑
OATS
3 Bu
3 ,bs
September-
WTI/ not tolerate flooding, high water table soils
Amino so//w
125 lbs
00
0 Coo ° 0
00
February
00 0 0
0 00 0 0 °
RYE
3 Bu
4 Its
September-
Tolerates cold and drought.
Secole cerea/e
170 Abs)Februar
° 0 0 4 ° 0 0 ---�-✓'
°
0 0 0 O°0 0 0 O Op 0 0
0 0 o p0 0 0°000 00 000
Cb coca p0
00 o a
WHEAT
3 Bu
3 Its
September-
L GRAVEL FILTER
WIRE
Triticum s
120 lbs
FILTERED WATER
Februar
ANNUAL RYEGRASS
60 lbs
1.5 lbs
September-
Volunteers may return.
Lo/rum mult/l0rum
? .z............is
February
CRIMSON CLOVER
25 lbs
9 az
September-
Annual winter legume. Inoculate seed at 5 times recommended rate.
Trifolium /ncornatufn
November
Does 000rly on deep dry sands will not tolerate flood/,q.
RED CLOVER
15 lbs
6 oz
September-
Annual winter legume. Inoculate seed at 5 times recommended rate.
Trffolium rctense
December
Grows best on moist sol/s w111 not tolerate flooding. Easil hurt by drought.
WH/TE CLOIER
6 lbs
2.5 oz
September-
Annual winter legume. /nocu/ate seed at 5 times recommended rote.
Tr/fo/Jum re ens
December
Grows best on moist -wet soils tolerates some loodin .
ANNUAL SWEETCLOVER
15 lbs
6 0z
September-
Annual winter legume. Inoculate seed at 3-5 times recommended rote.
Me/ilotus o/tissime
December
Grows we// on both f/atwoods and upland sol/s. W1/l not tolerate floodin .
ARROHLEAF CLOVER
15 lbs
6 .oz
September-
Annual winter legume. /noculate seed at 3-5 times recommended rote.
Trifo//um ides/cu/osum
December
Grows on sof/ too wet for crimson tolerates some floodin . Use scarfed seed.
LUAINE CLOVER
60 Abs
1.5 hSs
September-
Annual winter legume. Inoculate seed at 3 times recommended rate.
Lu imus SP.
December
Susce tib/e to freeze domo a of time of emergence. Use scorirled seed.
ALFALFA
22 lbs
8 oz
September-
Short lived perennial.. Some drought resistance.
Medico o sat/va
December
Grows best on well -drained fertile sol/s W1// not tolerate wet soils.
AUSTRIAN WNTER PEAS
45 lbs
1,6
560tember-
December
Crows best on we// -drained sol/s with Nab cloy content
HAIRY bETCH
25 lbs
9 oz
September-
!rc/a vi/loses
December
Grows best on we/%drafned loom soils.
ALYCECLOIER
15 lbs
6 oz
Apr11-
Warm season annual legume.
A icor us Ira fno/is
✓u/
Grows best on we/l-drained sand soi/s
COMMON LESPEDEZA
30 /bs
11 oz
March-
Warm season annual. Needs inoculation on eroded soi/s.
Les idezo 'ti
Ilulk,
Grows best on sandy loans Fairly drou ht res/stunt.
HAIRY /ND/GO
8 lbs
3 oz
March-
//ldi ofero hirsute
(1201s)
✓u/
✓O/NT VETCH
8 lbs
3 oz
March-
Worm season annual legume.
Aesch omerc americana
Au ust
Most suitable of summer legumes for use in low, wet areas
MI14ET30
lbs
11 oz
March-
Warm season annual. Does not tolerate flooding. Grows best in fertile, moist
Setarias
Au ust
soils Pear/ and growntqo are qood IroNeties to use.
SESBAN/A
'yo Abs
11 oz
March-
Worm season annual legume.
Sesban mocroca a
/U/Y
Does well under extremely wet conditions
SOROHAM S41NDANGRASS
30 lbs
11 oz
March-
Warm season annual. Roo/d grower Tolerates dryer soi/s than mf//et.
HYBRID
da/Y
Grows best on well -drained soils. Can also use Sudan Boss a/one.
WEEP/NG LOPEGRASS
5 lbs
2oz
March-
Short-lived perennial, .2-J
Ero rostis curve/o
August
.,;,vars.
Tolerates hot dry slopes and acid inferbYe soi/s._
Usually mixtures of the above plant materials ore better than a single p/ant 0/one. Each of the
legumes discussed above can be grown in mixture with annual
rpegrass and/or the small groins. In a two -crop mixture cut the seeding rate of each crop to
one-half of the recommended planting rote when grown alone.
Simi/or/y three plant types In a mixture requires approximate/y one-third of the norma/ seeding
rate for each plant. In a three plant mixture containing a
single legume, the legume should be planted at ozw-boll of the pure stand seeding rote.
TEMPORA, 4 Y SEED/NG PLANT MA TER/AL S
1. SET THE STAKES.
2. EXCAVATE A 4"x4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
r LUVV
3. STAPLE FILTER MATERIAL TO
STAKES AND EXTEND IT INTO
THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
MIN.
WIRE SCREEN CONCRETE BLOCK
o�0
t� °°p
0 0
0
° ° Ooo_—�
L OD °00°°
° 0 ° 0
0
_�+00CP 00° °
UVId ll III Ilhn
❑ —
REVISED SCHEMATIC
0
0 00 0
OO 0000 0
°oop000 1
❑
❑
0 00000
o 0,000
_
SEDIMENT
°
1: o 0000g f�
00000. 1
0 0
00
0 Coo ° 0
00
0 0 0
0 ° 00°
00 0 0
0 00 0 0 °
80p00 00
000 e 0
° p op00
00 O ° 000o
_1 O
p°O °� ZO 0 O 0 O 0° p
o°°O O C °
o00 ° o ° ° 0 00 c o cA p° oo
0 00
° 0 0 4 ° 0 0 ---�-✓'
°
0 0 0 O°0 0 0 O Op 0 0
0 0 o p0 0 0°000 00 000
Cb coca p0
00 o a
0 0000
o° opo�000000 0 0o aoo
°0 0 000°
—zoo
�
`
�^
L GRAVEL FILTER
WIRE
SCREEN
FILTERED WATER
OVERFLOW
RUNOFF
4/20/18
HL
REVISED PER COAB REVIEW
0
? .z............is
0
WATER WITH °
0
...........
SEDIMENT "'Oo
DROP INLET
WITN GRATE
SEDIMENT
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS
ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT
EXCESSIVE PONDING AROUND THE STRUCTURE.
BLOCK -I- GRAVEL DROP
INLET SEDIMENT FILTER
N,T,S,
DROP INLET
WITH GRATE
HAY BALE SEDIMENT FILTER
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET
DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE
SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL THE
METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH
AS IN STREET OR HIGHWAY MEDIANS.
STAKES
J BURLAP FABRIC
RUNOFF WATER
WITH SEDIMENT
__J
BURIED
BURLAP FABRIC
FABRIC SEDIMENT FILTER
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPUCABLE WHERE THE INLET
DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE
SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cis) ARE TYPICAL. THE
METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH
AS IN STREET OR HIGHWAY MEDIANS.
DROP INLET SEDIMENT TRAP
N. T. S.
FILTERED
WATER
X�
X
SILT FENCE
TO BE IN PLACE UNTIL THE
o COMPLETION OF THE PROJECT.
OUTLET PROTECTION
N.T.S.
CURB INLET _L-
0
z�
WIRE SCREEN
GRAVEL FILTER
�I FILTERED WATER
RUNOFF OVERFLOW
WATER WITH
SEDIMENT
-4 If
SEDIMENT
WIRE SCREEN
2"x4" WOOD STUD ` •CURB INLET
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS
WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE
PONDING IN FRONT OF THE STRUCTURE
BLOCK -I- GRAVEL CURB
INLET SEDIMENT FILTER
N.T.S.
CURB INLET
O rr0p i /
°O 0
°
O
0% —0
0p O 0
1/J / 0 °OOO`�J ° °°O pOO
°pp O CP °�� 0
r lJ f
WIRE MESH WITH
GRAVEL FILTER FILTER FABRIC
12'
FILTER WATER
RUNOFF WATER -
qq�� 0
00 0
SEDIMENT
CONCRETE GUTTER �•
CURB INLET
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPUCABLE AT CURB INLETS
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS.
GRAVEL CURB INLET SEDIMENT FILTER
18" MIN.
GRAVEL (12" MIN. DEPTH)
RUNOFF WATER o
WITH SEDIMENT 0 0 0
_ o
4'0
FILTERED WIRE MESH WITH
SEDIMENT • WATER FILTER FABRIC
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCEN-
TRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE
MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES
AND UNPROTECTED AREAS.
GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER
GRAVEL INLET SEDIMENT TRAP
N.T.S.
/n\
N7 TO':'
GNA
Goodson Nevin
and Associates
Consulting Engineers
E.B. # 26306
10175 FORTUNE PARKWAY, SUITE 403
JACKSONVILLE, FLORIDA 32256
(904)519-7770, Fax(904)519-7776
r
PREPARED FOR:
FLEET LANDING
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
32223
J ifiI
FLEET LANDING
EXPANSION
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
DATE : JANUARY 12, 2017
PROJECT NO.: 116185
DESIGNED BY : JOHN N EV I N, PE
DRAWN BY : JPM
SCALE : AS NOTED
No.
COMPACTED SOIL
❑ ❑ ❑ ❑ ❑
❑
TO PREVENT PIPING
UVId ll III Ilhn
❑ —
REVISED SCHEMATIC
❑
❑ -t
❑
❑
RUNOFF WATER
10/10/17
_
SEDIMENT
❑❑
_^WITH
❑ ❑ ❑ ❑
2/9/18
---�
'' It �Itlt 1111511 I
7
tl1
�.�
STRAW BALES
STAKED WITH 2
4
3/13/18
STAKES PER BALE
REVISED PER COJ COMMENTS
HAY BALE SEDIMENT FILTER
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET
DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE
SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL THE
METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH
AS IN STREET OR HIGHWAY MEDIANS.
STAKES
J BURLAP FABRIC
RUNOFF WATER
WITH SEDIMENT
__J
BURIED
BURLAP FABRIC
FABRIC SEDIMENT FILTER
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPUCABLE WHERE THE INLET
DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE
SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cis) ARE TYPICAL. THE
METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH
AS IN STREET OR HIGHWAY MEDIANS.
DROP INLET SEDIMENT TRAP
N. T. S.
FILTERED
WATER
X�
X
SILT FENCE
TO BE IN PLACE UNTIL THE
o COMPLETION OF THE PROJECT.
OUTLET PROTECTION
N.T.S.
CURB INLET _L-
0
z�
WIRE SCREEN
GRAVEL FILTER
�I FILTERED WATER
RUNOFF OVERFLOW
WATER WITH
SEDIMENT
-4 If
SEDIMENT
WIRE SCREEN
2"x4" WOOD STUD ` •CURB INLET
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS
WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE
PONDING IN FRONT OF THE STRUCTURE
BLOCK -I- GRAVEL CURB
INLET SEDIMENT FILTER
N.T.S.
CURB INLET
O rr0p i /
°O 0
°
O
0% —0
0p O 0
1/J / 0 °OOO`�J ° °°O pOO
°pp O CP °�� 0
r lJ f
WIRE MESH WITH
GRAVEL FILTER FILTER FABRIC
12'
FILTER WATER
RUNOFF WATER -
qq�� 0
00 0
SEDIMENT
CONCRETE GUTTER �•
CURB INLET
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPUCABLE AT CURB INLETS
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS.
GRAVEL CURB INLET SEDIMENT FILTER
18" MIN.
GRAVEL (12" MIN. DEPTH)
RUNOFF WATER o
WITH SEDIMENT 0 0 0
_ o
4'0
FILTERED WIRE MESH WITH
SEDIMENT • WATER FILTER FABRIC
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCEN-
TRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE
MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES
AND UNPROTECTED AREAS.
GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER
GRAVEL INLET SEDIMENT TRAP
N.T.S.
/n\
N7 TO':'
GNA
Goodson Nevin
and Associates
Consulting Engineers
E.B. # 26306
10175 FORTUNE PARKWAY, SUITE 403
JACKSONVILLE, FLORIDA 32256
(904)519-7770, Fax(904)519-7776
r
PREPARED FOR:
FLEET LANDING
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
32223
J ifiI
FLEET LANDING
EXPANSION
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
DATE : JANUARY 12, 2017
PROJECT NO.: 116185
DESIGNED BY : JOHN N EV I N, PE
DRAWN BY : JPM
SCALE : AS NOTED
No.
Date
Revision
1
7/24/17
REVISED SCHEMATIC
DESIGN SET
2
10/10/17
COJ PERMIT SET
3
2/9/18
COJ AND COAB PERMIT SETS
4
3/13/18
REVISED PER COJ COMMENTS
5
4/20/18
REVISED PER COAB REVIEW
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE.
SHEET TITLE
EROSION CONTROL
DETAILS
C3.5
OWNER'S REQUIREMENTS
Site Description
Erosion and Sediment Control Notes:
Project name and location
FLEET LANDING INDEPENDENT LIVING FACILITY
ONE FLEET LANDING BOULEVARD
ATLANTIC BEACH, FLORIDA
Owner Name and Address
NAVAL CONTINUING CARE RETIREMENT FOUNDATION, INC.
ONE FLEET LANDING BOULEVARD
ATLANTIC BEACH, FLORIDA
Description:
RESIDENCE BUILDING, DINING HALL AND
STORMWATER POND MODIFICAITONS
Latitude & Longitude:
Lat: 300 21' 17.9" N
Long: 81'24'34.5"W
Soil disturbing activities will include:
EARTHWORK, BUILDING PAD, PARKING AREA
AND ASSOCIATED INFRASTRUCTURE
Runoff Curve Numbers:
1. Pre -Construction = 87
2. During -Construction = 81
3. Post -Construction = 81
Soils
Soil Group - 32 LEON, 35 LYNN HAVEN
Site Maps:
1. See Demo and Paving & Drainage Plans for grades, areas
of soil disturbance and stormwater discharge points.
2. See attached SWPPP for location of temp. stabilization
practices and silt fences.
3. See SWPPP details and notes for requirements for
temporary and permanent stabilization.
Site Area:
1. Total area of site = 127.09 acres
2. Total area to be disturbed = 21.0 acres
Name of receiving waters:
SHERMAN CREEK
1. Anticipated start date of construction: JANUARY 2018
2. Anticipated end of construction: DECEMBER 2019
Controls
- F;aII uuuAGca UVOL niaiiayciiIVIn NIal.ul ;Z) w WIMul dlu5{Ull anu
turbidity caused by storm water run off. An erosion and turbidity plan has
been prepared to instruct the contractor on placement of these controls. It
is the contractors responsibility to install and maintain the controls per plan
as well as ensuring the plan is providing the proper protection as required
by federal, state and local laws. Refer to "Contractors Responsibility" for a
verbal description of the controls that may be implemented.
Storm Water Management
Silt fence shall be installed downstream of all soil disturbance areas.
Temporary settling basins will be installed as needed to provide additional
turbid runoff controls. A stormwater treatment pond (dry) will be
constructed to provide permanent stormwater runoff treatment / controls.
These are no single point discharges created by this project.
Timing of Controls/ Measures
Refer to "Contractors Requirements" for the timing of control/measures.
Certification of Compliance with Federal, State
and Local Regulations
In accordance with federal, state and local laws related to storm water
management and erosion and turbidity controls, the following permits have
been obtained (to be filled in prior to commencement of construction).
D.E.R. Dredge/Fill Permit #
C.O.E. Dredge/Fill Permit #
S.J.R.W.M.D. M.S.S.W. Permit #
N.P.D.E.S. Permit #
Pollution Prevention Plan Certification
I certify under penalty of law that this document and all attachments were
prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gathered and
evaluated the information submitted. Based on my inquiry of the person
or persons who manage the system, or those persons directly responsible
for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that
there are significant penalties for submitting false information, including
the possibility of fine and imprisonment for knowing violations.
Signed:
Owner/Operator
Date
General
The contractor shall at a minimum implement the contractor's
requirements outlined below and those measures shown on the Erosion
and Turbidity Control Plan. In addition the contractor shall undertake
additional measures required to be in compliance with applicable permit
conditions and state water quality standards. Depending on the nature of
materials and methods of construction the contractor may be required to
add flocculants to the retention system prior to placing the system into
operation.
Sequence of Major Activities
The order of activities will be as follows:
1. Install stabilized construction entrance
2. Install silt fences and hay bales as required
3. Clear and grub for diversion swales/dikes and sediment basin
4. Construct sedimentation basin
5. Continue clearing and grubbing
6. Stock pile top soil if required
7. Perform preliminary grading on site as required
8. Stabilize denuded areas and stockpiles as soon as
practicable
9. Install utilities, storm sewer, curbs & gutter.
10. Apply base to project
11. Complete grading and install permanent seeding/sod and
planting
12. Complete final paving
13. Remove accumulated sediment from basins
14. When all construction activity is complete and the site is
stabilized, remove any temporary diversion swales/dikes
and reseed/sod as required
Timing of Controls / Measures
As indicated in the Sequence of Major Activities, the silt fences and hay
bales, stabilized construction entrance and sediment basin will be
constructed prior to clearing or grading of any other portions of the site.
Stabilization measures shall be initiated as soon as practical in portions of
the site where construction activities have temporarily or permanently
ceased. Once construction activity ceases permanently in an area, that
area will be stabilized permanently in accordance with the plans. After the
entire site is stabilized, the accumulated sediment will be removed from
the sediment traps and the earth dike/swales will be regraded/removed
and stabilized in accordance with the Erosion & Turbidity Control Plan.
Controls
It is the contractors responsibility to implement the Erosion and Turbidity
Controls as shown on the Erosion and Turbidity Control Plan. It is also the
contractors responsibility to ensure these controls are properly installed,
maintained and functioning properly to prevent turbid or polluted water
from leaving the project site. The contractor will adjust the Erosion and
Turbidity Controls shown on the Erosion and Turbidity Control Plan and
add additional control measures, as required, to ensure the site meets all
federal, state and local erosion and turbidity control requirements. The
following best management practices will be implemented by the
contractor as required by the Erosion and Turbidity Control Plan and as
required to meet the erosion and turbidity requirements imposed on the
project site by the regulatory agencies.
Erosion and Sediment Controls
Stabilization Practices
1. Hay Bale Barrier: Hay bale barriers can be used below
disturbed areas subject to sheet and rill erosion with the
following limitations:
A. Where the maximum slope behind the barrier is 33
percent.
B. In minor swales or ditch lines where the maximum
contributing drainage area is no greater than 2 acres.
C. Where effectiveness is required for less than 3 months.
D. Every effort should be made to limit the use of straw
bale barriers constructed in live streams or in swales
where there is the possibility of a washout. If
necessary, measures shall be taken to properly anchor
bales to insure against washout.
2. Filter Fabric Barrier: Filter fabric barriers can be used below
disturbed areas subject to sheet and rill erosion with the
following limitations:
E. Where the maximum slope behind the barrier is 33
percent.
F. In minor swales or ditch lines where the maximum
contributing drainage area is no greater than 2 acres.
3. Brush Barrier with Filter Fabric: Brush barrier may be used
below disturbed areas subject to sheet and rill erosion
where enough residue material is available on site.
4. Level Spreader: A level spreader may be used where
sediment -free storm runoff is intercepted and diverted away
from the graded areas onto undisturbed stabilized areas.
This practice applies only in those situations where the
spreader can be constructed on undisturbed soil and the
area below the level lip is stabilized. The water should not
be allowed to reconcentrate after release.
5. Stockpiling Material: No excavated material shall be
stockpiled in such a manner as to direct runoff directly off
the project site into any adjacent water body or storm water
collection facility.
6. Exposed Area Limitation: The surface area of open, raw
erodible soil exposed by clearing and grubbing operations
or excavation and filling operations shall not exceed 10
acres. This requirement may be waived for large projects
with an Erosion Control Plan which demonstrates that
opening of additional areas will not significantly affect
off-site deposit of sediments.
7. Inlet Protection: Inlets and catch basins which discharge
directly off-site shall be protected from sediment -laden
storm runoff until the completion of all construction
operations that may contribute sediment to the inlet.
8. Temporary Seeding: Areas opened by construction
operations and that are not anticipgted to be re -excavated
or dressed and receive final grassing treatment within 30
days shall be seeded with a quick growing grass species
which will provide an early cover during the season in which
it is planted and will not later compete with the permanent
grassing.
Controls (Cant. )
9. Temporary Seeding and Mulching: Slopes steeper than 6:1
that fall within the category established in Paragraph 8
above shall additionally receive mulching of approximately 2
inches loose measure of mulch material cut into the soil of
the seeded area adequate to prevent movement of seed
and mulch.
10. Temporary Grassing: The seeded or seeded and mulched
area(s) shall be rolled and watered or hydromulched or
other suitable methods if required to assure optimum
growing conditions for the establishment of a good grass
cover. Temporary grassing shall be the same mix &
amount required for permanent grassing in the contract
specifications.
11. Temporary regressing: If, after 1� days from seeding, the
temporary grassed areas have not attained a minimum of
85 percent uniform good grass cover, the area will be
reworked and additional seed applied sufficient to establish
the desired vegetative cover.
12. Maintenance: All features of the project designed and
constructed to prevent erosion anr11 sediment shall be
maintained during the life of the construction so as to
function as they were originally designed and constructed.
13. Permanent Erosion Control: The erosion control facilities of
the project should be designed to minimize the impact on
the offsite facilities.
14. Permanent Seeding: All areas whlich have been disturbed by
construction will, as a minimum, be seeded. The seeding
mix must provide both long-term vegetation and rapid
growth seasonal vegetation. Slopes steeper than 4:1 shall
be seeded and mulched or sodded.
Structural Practices
1. Temporary Diversion Dike: Temporary diversion dikes may
be used to divert runoff through a sediment -trapping facility.
2. Temporary Sediment Trap: A sediment trap shall be installed
in an drainageway at a storm drai i inlet or at other points of
discharge form a disturbed area.
The following sediment traps may be constructed either
independently or in conjunction withlttemporary diversion dike:
A. Block & Gravel Sediment Filter - This protection is
applicable where heavy flows and/or where an
overflow capacity is necessary to prevent excessive
ponding around the structure
B. Gravel Sediment Trap - This protection is applicable
where heavy concentrated flows are expected, but not
where ponding around the strlucture might cause
excessive inconvenience or damage to adjacent
structures & unprotected areas.
C. Drop Inlet Sediment Trap - This protection is applicable
where the inlet drains a relatively flat area (S < 5%)
and where sheet or overland flows (Q < 0.5 CFS) are
typical. This method shall not apply to inlets receiving
concentrated flows such as it street or highway
medians.
3. Outlet Protection: Applicable to the outlets of all pipes and
paved channel sections where they flow could cause erosion
& sediment problem to the receiving water body. Silt fences
& hay bales are to be installed immediately downstream of
the discharging structure as shov►m on the Outlet Protection
Detail.
4. Sediment Basin: Will be constructed at the common
drainage locations that serve an area with 10 or more
disturbed acres at one time, the proposed storm water
ponds (or temporary ponds) will be constructed for use as
sediment basins. These sediment, basins must provide a
minimum of 3,600 cubic feet of storage per acre drained
until final stabilization of the site.
Note:
The N/A cubic feet of storage areei per acre drained does not
apply to flows from offsite areas and flows from onsite areas that
are either undisturbed or have undergone final stabilization
where such flows are diverted around both the disturbed area
and the sediment basin. Any temporary sediment basins
constructed must be backfilled and compacted in accordance
with the specifications for structural fill All sediment collected in
permanent or temporary sediment traps must be removed upon
final stabilization.
Other Controls
Waste Disposal
All waste materials except land clearing debris shall be collected and
stored in a securely lidded metal dumpster. The dumpster will meet all
local and state solid waste management regulations. The dumpster will be
emptied as needed and the trash will be hauled to a state approved
landfill. All personnel will be instructed regarding the correct procedure for
waste disposal. Notices stating these practices will be posted at the
construction site by the construction Superintendent, the individual who
manages the day-to-day site operations, will be responsible for seeing that
these procedures are followed.
Hazardous Waste
All hazardous waste materials will be disposed of in the manner specified
by local or state regulation or by the manufa,-turer. Site personnel will be
instructed in these practices and the site Superintendent, the individual
who manages the day-to-day site operations, will be responsible for seeing
that these procedures are followed.
Sanitary Waste
All Sanitary Waste will be collected from the portable units as needed to
prevent possible spillage. The waste will be collected and deposed of in
accordance with state and local waste disposal regulations for sanitary
sewer or septic systems.
Offsite Vehicle Trackin
A stabilized construction entrance will be prclvided to help reduce vehicle
tracking of sediments. The paved street adjacent to the site entrance will
be swept daily to remove any excess mud, dirt or rock tracked from the
site. Dump trucks hauling material from the construction site will be
covered with a tarpaulin.
CONTRACTOR'S REQUIREMENTS
Inventory for Pollution Prevention Plan
The materials or substances listed below are expected to be present
onsite during construction:
❑ Concrete ❑ Fertilizer ❑ Wood
❑ Asphalt ❑ Petroleum Based Products ❑ Masonry Blocks
❑ Tar ❑ Cleaning Solvents ❑ Roofing Materials
❑ Detergents ❑ Paint ❑ Metal Studs
❑ ❑ ❑
Spill Prevention
Material Management Practices
The following are the material management practices that will be used to
reduce the risk of spills or other accidental exposure of materials and
substances to storm water runoff:
Good Housekeeping
The following good housekeeping practices will be followed
onsite during the construction project:
1. An effort will be made to store only enough product required
to do the job.
2. All materials stores onsite will be stored in a neat, orderly
manner in their appropriate containers and, if possible,
under a roof or other enclosure.
3. Products will be kept in their original containers with the
original manufacturer's label.
4. Substances will not be mixed with one another unless
recommended by the manufacturer.
5. Whenever possible, all of a product will be used up before
disposing of the container.
6. Manufacturer's recommendations for proper use and disposal
will be followed.
7. The site Superintendent will inspect daily to ensure materials
onsite receive proper use and disposal.
Hazardous Products
These practices are used to reduce the risks associated with
hazardous materials.
1. Products will be kept in original containers unless they are
not resealable.
2. Original labels and material safety data will be retained, they
contain important product information.
3. If surplus product must be disposed of, manufacturer's or
local and state recommended methods for proper disposal
will be followed.
Product Specific Practices
The following product specific practices will be followed onsite:
Petroleum Products
All onsite vehicles will be monitored for leaks and receive regular
preventive maintenance to reduce the chance of leakage.
Petroleum products will be stored in tightly sealed containers
which are clearly labeled. Any asphalt substances used onsite
will be applied according to the manufacturer's
recommendations.
Fertilizers
Fertilizers used will be applied only in the minimum amounts
recommended by the manufacturer. Once applied, fertilizer will
be worked into the soil to limit exposure to storm water. Storage
will be in a covered area. The contents of any partially used
bags of fertilizer will be transferred to a sealable plastic bin to
avoid spills.
Paints
All containers will be tightly sealed and stored when not required
for use. Excess paint will not be discharged to the storm sewer
system but will be properly disposed of according to
manufacturers' instructions or state and local regulations.
Concrete Trucks
Washing of vehicles should be conducted using practices that
will prevent direct, untreated discharges of wastewater and
hazardous wastes to surface and ground waters. A designated
area must be created specifically for washing vehicles that will
be laid with filter fabric, crushed stone (DOT gravel #2 and up)
and covered with lined berm.
Spill Control Practices
In addition to the good housekeeping and material management practices
discussed in the previous sections of this plan, the following practices will
be followed for spill prevention and cleanup:
Manufacturers' recommended methods for spill cleanup will be
clearly posted on site and site personnel will be made aware of
the procedures and the location of the information and cleanup
supplies.
Materials and equipment necessary for spill cleanup will be kept
in the material storage area onsite. Equipment and materials will
include but not be limited to brooms, dust pans, mops, rags,
gloves, goggles, liquid absorbent (i.e. kitty litter or equal), sand,
sawdust, and plastic and metal trash containers specifically for
this purpose.
All spills will be cleaned up immediately after discovery.
The spill area will be kept well ventilated and personnel will wear
appropriate protective clothing to prevent injury from contact with
a hazardous substance.
Spill of toxic or hazardous material will be reported to the
appropriate state or local government agency, regardless of the
size of the spill.
The spill prevention plan will be adjusted to include measures to
prevent this type of spill from reoccurring and how to clean up
the spill if there is another one. A description of the spill, what
caused it, and the cleanup measures will also be included.
Spill Prevention Cont.
The site Superintendent responsible for the day-to-day site
operations, will be the spill prevention and cleanup coordinator.
He/she will designate at least one other site personnel who will
receive spill prevention and cleanup training. These individuals
will each become responsible for a particular phase of prevention
and cleanup. The names of responsible spill personnel will be
posted in the material storage area and if applicable, in the office
trailer onsite.
Maintenance / Inspection Procedures
Erosion and Sediment Control Inspection and Maintenance Practices
The following are inspection and maintenance practices that will be used
to maintain erosion and sediment controls.
1. No more than 10 acres of the site will be denuded at one time
without written permission from the engineer.
2. All control measures will be inspected by the Superintendent, the
person responsible for the day-to-day site operation or someone
appointed pp d by the Superintendent, at least once a week and
following any storm event of 0.25 inches or greater.
3. All turbidity control measures will be maintained in good working
order; if a repair is necessary, it will be initiated within 24 hour of
4. Built up sediment will be removed from silt fence when it has
reached one-third the height of the fence.
5. Silt fence will be inspected for depth of sediment, tears, to see if the
fabric is securely attached to the fence posts, and to see that the
fence posts are firmly in the ground.
6. Diversion dikes/swales will be inspected and any breaches promptly
repaired.
7. The sediment basins will be inspected for the depth of sediment,
and built up sediment will be removed when it reaches 10
percent of the design capacity or at the end of the job,
whichever comes first.
8. Temporary and permanent seeding and planting will be inspected
for bare spots, washouts, and healthy growth.
9. A maintenance inspection report will be made after each inspection.
A copy of the report form to be completed by the inspector is
attached. The reports will be kept on site during construction
and available upon request to the Owner, Engineer or any
federal, state or local agency approving sediment and erosion
plans, or storm water management plans. The reports shall be
made and retained as part of the storm water pollution
prevention plan for at least three years form the date that the site
is finally stabilized and the Notice of Termination is submitted.
The reports shall identify any incidents of non-compliance.
10. The site Superintendent will select up to three individuals
who will be responsible for inspections, maintenance and repair
activities, and filling out the inspection and maintenance report.
11. Personnel selected for inspection and maintenance
responsibilities will receive training from the site Superintendent.
They will be trained in all the inspection and maintenance
practices necessary for keeping the erosion and sediment
controls used onsite in good working order.
Non -Storm Water Discharges
It is expected that the following non -storm water discharges will occur from
the site during the construction period:
1. Water from water line flushing.
2. Pavement wash waters (where no spills or leaks of toxic or
hazardous materials have occurred).
3. Uncontaminated groundwater (from dewatering excavation).
All non -storm water discharges will be directed to the sediment basin prior
to discharge.
Contractor's Certification
"I certify under penalty of law that I understand, and comply with the terms
and conditions of the State of Florida generic permit for stormwater
discharge for large and small construction activities and this stormwater
pollution prevention plan prepared thereunder."
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Goodson Nevin
and Associates
Consulting Engineers
E.B. # 26306
10175 FORTUNE PARKWAY, SUITE 403
JACKSONVILLE, FLORIDA 32256
(904519-7770, Fax(904)519-7776
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No. 54666
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STATE OF
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PREPARED FOR:
FLEET LANDING
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
32223
FLEET LANDING
EXPANSION
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
DATE : JANUARY 12, 2017
PROJECT NO.: 116185
DESIGNED BY: JOHN N EV I N, PE
DRAWN BY: JPM
SCALE : AS NOTED
No.
Date
Revision
1
7
24
17
REVISED SCHEMATIC
DESIGN SET
2
10/10/17
COJ PERMIT SET
3
2/9/18
COJ AND COAG PERMIT SETS
4
3
13
18
REVISED PER COJ COMMENTS
5
4Z20/18
REVISED PER COAB REVIEW
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE.
SHEET TITLE
NPDES DETAIL
SHEE
C3.6
S H E E T
Consulting Engineers
E.B. # 26306
10175 FORTUNE PARKWAY, SUITE 403
JACKSONVILLE, FLORIDA 32256
(904)519-7770, Fax(904)519-7776
No. 54666
i'�0:•..• STATE OF • . ����
Q.C�n• •..<0R1CP•`/•'.�p���
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PREPARED FOR:
FLEET LANDING
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
32223
FLEET LANDING
EXPANSION
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
DATE : JANUARY 12, 2017
PROJECT NO.: 116185
DESIGNED BY : JOHN N EV I N, PE
DRAWN BY: J P M
SCALE : AS NOTED
No.
Date
Revision
1
7/24/17
REVISED SCHEMATIC
DESIGN SET
2
10/10/17
COJ PERMIT SET
3
2/9/18
COJ AND COAB PERMIT SETS
4
3/13/18
REVISED PER COJ COMMENTS
5
4/20/18
REVISED PER COAB REVIEW
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE.
SHEET TITLE
NPDES DETAIL
SHEE'1Q%/
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C3.7
S H E E T