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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." W Date Revision 1 7 24 D REVISED SCHEMATIC DESIGN SET 2 10/10/17 o o 16 COJ PERMIT SET o 0 o b 9 2/9/18 m U U U U U U 3 13 18 REVISED PER COJ COMMENTS Z Q) c'n in in in 0. f COCO M LU DCOJ ¢¢ 00 Z W g � Z U UJ zZ 0 too LL 0 0 W X Z 0 /n\ GNA Goodson Nevin and Associates Consulting Engineers E.B. # 26306 10175 FORTUNE PARKWAY, SUITE 403 JACKSONVILLE, FLORIDA 32256 (904519-7770, Fax(904)519-7776 NuErurrrrr��,`,'i n No. 54666 . 1 STATE OF ������'<` ^•��'•�� O R \ V P_`• AP' �i_�"ems ••......• .C"�.O r Ali 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��� '•.Illllllll�n••- r � 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%/ C $1C'Dn. C3.7 S H E E T