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Home My WebLink About20030856 Ver 1_Site Plan_20030711 109 N, C. E'"~~ . ~ ~ / C / ~ / ~ FL000 CERTIflCAAON.~ THE SUBJECT PROPERTY IS NOT LOCATED 1N A SPECIAL , i Q \ \ \ \ O • 6'~~b "~"1 A~lO ~ R / / ~ ~ ~ Q FL000 HAZARD AREA AS SCALED FROM MAPS FURNISHED BY HUD/F/RM, 1 / \ ~ / Q DATED MAY 18 1998, SUBJECT TO VERlF1CATION BY DETAILED FLOOD / ~ / ~ \ ~ ~ / C~ i / o p 4 / , MAP STUDY. SEE COMMUNITY PANEL 370307-0045-C 1 ~ / ~ - ` ~ \ ~ ~ ~ / ~ ~ / ~ ~ i / ~ ~ ~ ` ~ ~ ~ , , ~ R p ~ ~ ~ ~ / / / \ ~ ~ ~ / ~ ~ 7 ~ O • s C~' uNE TABLE J 1 i \ ~ ' ` 0. ~ ~ ,A ~ pp `f 4 ~ ~ ~ LINE LENGTH BEARING ~ ~ 1 ~ ~ / 1 i ~ ~ \ \ ~ \ ~ r 1 y I / ~i / ~ \ ! ~ J ~ _ i i Ll 20,/1 538346 W I ~ I ` ~ i ~ \ \ ~ i ~ ~ ~ , \ ~ ~ \ ~ L2 /0000 S40~6 f7 W I ~ ! I ~ \ ~ p,0 ~ , L3 100, 00 5355'12"W I ~ I I I \ I i , ~ ~ R • ~ I I ~ --15 ~ , A p~ v v , ~ p ~ ~ L 4 /00, 00 S26 42 42 W I ~ ~ I , I i ~ ' ~ '1 / / ~ ~ \ ^ rE~P , v v o Z L5 100,00 S1624'37"W 1 1 I 1 r r ~ 1~ i ~ I ~ I D~ r N,, ~ \ ~ ~ ~ \ ~ cowsrR r~oN ~ \ c 5 , L6 231.43 51325'f6"W I 1 ~ ~ i TEMP, FART , l ' ~ o r . I r ~ , EN~TRAMCE ~ \ ~ ~ ~ N / ' ~ I I ~ , E- I , Q ~ - / I ? ~ ~ ,,~,I LINE CHANNEL 1 ~ , / , , \ ~ ~ ~ ~S ~ ~ W ~ ~ ' W SNAG 7 I ~ ~ ~ ~ ~ / ~ / - ~ Z / Z s o ~ l ~ / Q i ~ ~ V AP 0 1 ~ U , r 6 \ ~6 ~ / , / ~ -TEMP. SEDIMENT 0 N ~ _ / ~ Q r ~ l I r ~ ~ ~ _ ' _ POND CONSTRUCTION SEQUENCE 0 , ~ ~ TRA No. 7 / P ~ ~ v ~ ~ TAI R / 1 \ / ) OB N G ADING PERMIT. / ~ ~ 1, / i - T I / 1 V \ / 2) CONTRACTOR TO OBTAIN SAMPLES OF SOIL BORROW MATERIALS PRIOR / ~ ~ - - ~ ~ R I 1 ~ - 8O?TOM LENGTH ~rOP LENG /H- 48~ I ! / / / , ~ R ~ ~ \ / / \ TO THE START OF CONSTRUCTION. ALL BORROW SOIL SAMPLES SHALL BE i R'•. \ s T / ~ BOTT6My t~l6TH ~2 TOP ~l TH-24 / ~ l / Oz ~ ~ 0 0 P \ ~ TE TED 0 INSURE SUITABILITY fOR USE IN THE DAM EMBANKMENT. ~ ~ i _ _ \ AT A MINIMUM A STANDARD SOIL PROCTOR TEST SHALL BE PERFORMED. J q ~ ~ I ~ R ~ ~ _ _ ~ ~ ~ \ \ ADDITIONAL TESTS MAY BE REQUIRED TO INSURE THE SOIL IS ADEQUATE W ~ v ` \ ~ ~ ~ FOR USE IN CONSTRUCTION THE DAM, ~ ~ v~ ~ l / i / ~ ~ I ~ I ~ ~ ` ~ i ~ ~ \ \ ~ ~ ~ WW Op = W l ~ , i A ~ l I , / ?d ~ ~ \ W ^ Z ~ f 3) CLEAR TREES AS REQUIRED TO INSTALL THE TEMPORARY SEDIMENT \ ~ ~ / \ ~ BASINS AND EARTH BERMS AS SHOWN ON THE PLANS, Z 37~~V 63. \ ~ I ~ ~ \ r 56 / I I ~ l ? ~ , \ ~ i \ ,A ! , , MP.\EARTH ~ ~ , ~ ~ ~ ~ ~ ~ _ \ ~ \ 4) INSTALL THE TEMPORARY ROCK FILTER DAM DOWNSTREAM OF THE ~ Z \ ~ \ \ I ~ ~ - - - - ~ / ~ ` ` PROPOSED DAM CONSTRUCTION, ~ r ~ ~ ~ I ~ ~ ~ i ~ ~ ~ , ~ 1 ~ ~ 80 ~,G4METE'W ~ ~ ~ ~ W / r ~ ~ ~ ? I / / ~ ~ / / ~ Q ~ ? ~ ~ TURNA~?OUND \ ~ 1 ` 5 CLEAR ANO GRUB ALL AREAS WITHIN THE VICINITY OF THE PROPOSED \ ~ DAM CONSTRUCTION AND ALL AREAS TO BE EXCAVATED. \ ~ rc ~ \ 1 v ~ i ~ r / ~ ~ ~ ~ I / C~ I \ \ \ ~ ~ 1 \ \ ILY I I I _ ~ - 5T` ~ ~ Q~ \ ~ ~ ~ ~ ( 6 PREPARE THE DAM FOUNDATION IN ALL AREAS. ~ \ \ ~i I ~ ) ~ \ \ \ , ~ - - I I i L STS/oF ~ \ - ~ ~ \ \ I ) ALL TOPSOIL, ORGANICS, AND UNSUITABLE MATERIAL SHALL BE REMOVED ~ \ \ I 1 \ \ ~ \ \ ~ UNDER THE EMBANKMENT AND EXTENDING 5 FEET BEYOND THE EMBANKMENT \ \ \ I 1 \ LIMITS, SPECIAL CARE SHOULD BE TAKEN TO INSURE ALL ORGANICS ARE 1 \ r ~ ~ / ~ ~ r 'p ~ ~ ~ \ 1 -,-~.--~e ~ v P P ~ ~ c~` ! ~ ~ _ ~ RO OSED ~ T \ ~ \ \ \ \ \ REMO IN T ~ \ 1 VED HE CREEK CHANNEL VICINITY, ~ \ \ \ \ ~ 8) THE CUTOFF TRENCH SHALL BE A MINIMUM OF 2 FEET DEEP BELOW THE ~ \ \ \ \ / ~ ~ \ CHANNEL BOTTOM ELEVATI N OR P R AS R IR T R M V A VIA \ \ \ \ \ \ \ _ _ , , \ 0 DEE E EQU ED 0 E 0 E LLU L ~ ~ I \ \ ~ \ - ` ~ OR SOFT SOILS. DURING EXCAVATION OF THE CUTOFF TRENCH, THE \ \ ~ \ 1 ~ CONTRACTOR SHALL BE REQUIRED TO UTILIZE PUMPS OR DITCHING TO ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ I ~ ~ ~ 1 1 \ ~ \ \ 1 ~ MAINTAIN GROUNDWATER LEVELS BELOW THE DEPTH OF ALL EXCAVATIONS. / \ ~ I ~ / ~ '~j ~ ~ r i ~ ~ ~ I 1' I ~ ~ ? 1 , ~ \ ~ \ \ ` ~ AFTER APPR VA F TH T FF TR N I 1 I 1 \ O L O ECU 0 E CH, T SHALL BE BACKFILLED IN 1 \ \ \ ACCORDANCE WITH TH M ANK T / ~ \ ~ -o / ~ TEMP, ROCK I' ~ v o I \ ` ~ E E B MEN FILL SPECIFICATIONS AS D15CUSSED \ \ \ \ \ IN ITEM 12. 1 ~ \ ~ ~ \ \ \ \ ~ / , 1 I A V A v / ~ ~ CHECK DAM ~ TEMP EAY~TH ~ ~ ~ o , / 1 ~ 1 \ \ \ \ 9 AFTER CONSTRUCTION OF THE CUTOFF TRENCH IS COMPLETED THE i5" 'Q I , 1 \ ) i I 1 A ~ \V A BARREL AND 15" RISER ASSEMBLY SHALL BE INSTALLED. THIS MAY ~ ~ ~ ~ , / / / / v ,I / ~ / ~ 1 \ \ I \ REQUIRE SOME BACKFILLING TO OBTAIN THE PROPER GRADE. ALL ~ V i 1 \ \ \ i / 1 \ ~ BACKFILL UNDER AND AROUND THE PIPE SHALL BE tN ACCORDANCE MATH ~ ~ ~ ~ , / / ~ I \ \ ITEM 12 IN THE TR Tl / / , 1 CONS UC ON SEQUENCE. THE RISER BASE AND I 1 A ~ ~ CONCRETE AN - / ~ I \ ~ ~ \ TI FLOATATION SLAB SHALL BE POURED AND THE RISER ~ ' 1 1 ~ ~ SET, THE TRASH RACK AND GATE ASSEMBLY SHALL BE INSTALLED \ VEM . ROTC ~ ~ ~ ~ ~ I 1 1 ` ~ SUBSEQUENTLY. THE BARREL SHALL BE INSTALLED WITH THE ANTI- 1 _ / ~ ~ 1 , _ C CK SAM ~ . i ~ ` 1 ' ~ _ SEEP COLLARS ANO BACKFILL COMPACTED TO THE TOP OF THE PIPE 1 - I / i / I CAREf LLY NA / I ~ \ U TH SUITABLE EQUIPMENT TO ACHIEVE COMPACTION ,G / ~ / ~ ~ ~ ~ T MP, \EARTH r ~ ~ ~ \ ~ I / / , I ' \ IMTHOUT DAMAGING THE PIPE. THE CONTRACTOR SHALL UTILIZE HAND r I I ~ ~ ~ I ~ P i >~r ~ r ~ , rEM . sEL ~ B~ M ~ I I I / I TAMP IF N 1 / ~ ~ I ~ S ECESSARY TO INSURE PROPER COMPACTION IS OBTAINED I / I I I ~ ` ADJACENT TO THE LOWER HALF OF THE PIPE. THE TRENCH AND i / / , ~ ~ ~ -K 1 I I TRAP ND. 2 ~ ~ , ~ ~ ~ , , I ~ ( I CHIMNEY DRAIN IN TA / ~ I I I SHALL ALSO BE S LLED, yy I I m ~ ti I / I I I t0) WHEN THE BARREL IS FUUY oPERAnoNAL AND THE DRAIN IS OPEN, ---BOTTOM/LENGTH=34 TOP NGT -50~ ~ ~ ~ \ 1 I ~ \ \ ~ / ~ 1 / , ~ I I I ~ THE RISER AND UPMNl PORTION OF THE BARREL MAY BE BACKFlU.EO ~ ~ , ` ` ~ ~ I I I BoTlD~GI wrD rH-9 r~ wrD~- ~ 1 \ \ 1 ~ 1 / \ ~ _ / I I I ~ TO IMPOUND WATER UP TO THE ORAMi LEVEL. THE FlLL ALONG, 1 I ' I I \ ABOVE, AND NEAR THE RISER AND BARREL SMALL Bf. CAREFULLY PLACED - ~ , C E CHA EL ~ ~ ~ 1 I \ ~ I i PTH 3 ~ NN 1 \ \ DE v ~ ~ I \ \ ~ / I I I AND COMPACTED. THE FILL MUST BE PLACED IN DRY WEATHER AS THE ~ ~ ~ ~ ~ ~ ~ 1 I ~ ~ ) ~ i i ~ , / - ~ , AG S~5 ~ \ I \ ` / I I ~ BASE FLOW WILL FILL UP THE STORAGE AREA BEHIND THE FILL PRIOR \ \ I I I ~ TO ACTIVATING THE GRAIN. THE USE OF A PUMP OR SIPHON \ \ , I ~ 1 l ~ 8 ~ N \ ~ ~ ~ \ WE ~ 1 q ~ ~ / ~ ~ ~ ~ I \ \ I I / DISCHARGING INTO THE RISER MAY BE REQUIRED TO PREVENT WATER \ ~ 1 I I I / PASSNG OVER THE DIVERSION. 0 ~ 1 ~ ~ ~ ~ ~ i ~ ~ \ ~ 1 1 ~ ~ ~ - i ti \ ~ \ ~ \ ~ I ~ / ~ I1 AFTER THE BARREL IS INSTALLED, THE EXISTING CREEK CHANNELS 4 1 \ / I / ~ \ / A ~ I \ ' ~ l 1 r SH LL BE DIVERTED TO THE DRAIN VALVE ON THE RISER AND BARREL. W TEMP, EARTH / ~ ~ , I ~ ~ \ \ ~ / , ~ \ ~ \ / 1 A GRAVEL AND RIP-RAP FILTER BERM BASIN SHALL BE INSTALLED 0 1 1 1 i ~ 1 1 0 / \ ( , AROUND THE INLET TO THE DRAIN. Q BERM ~ , I 1 ~ ~ \ ~ v 1 I ~ ! 1 1~ i ~ , ~ ~ ~ ~ ~ 1 I \ ~ I ~ ~ \ ~ l i ~ ! i ~ - ~ ~ I 1 ~ I ~ / 12) UNIFORM FILL PLACEMENT SHALL BEGIN AFTER THE ENTIRE DAM p I \ I I / / I I FOUNDATION IS COMPLETED. THE FlLL SHALL BEGIN IN THE AREA ~ \ I r ~ 1 ~ I ~ I \ ~ r - I r ~ v , - ~ 1 ~ ~ o I ~ 1 1 i ~ ~I ~ I I \ ~ / BEHIND THE RISER. HEAVY EQUIPMENT SHALL NOT TRANSVERSE THE H ~ , I I r / I II „v v, I 1 I I i ~ I BARREL UNTIL THE COVER HEIGHT IS AT LEAST ONE FOOT ABOVE THE ~ ~ 1 I i / I I I I I MANUFACTURER'S RECOMMENDED MINIMUM COVER FOR THE EQUIPMENT I i / ~ r ~ ~ I I ~ r ~ \ ~ r _ _ r ~ I ~ \ 1 I I ~ I ` BEING UTILIZED1, EXCAVATE THE PROPOSED SPILLWAY AND SPILLWAY / ` I ~ I I I I I / CHANNEL. I ~ L~Mrrs o~ v I v , v I i / I i \ I ~ ~ , ~ / \ r Q I / I I I / / 13) ALL BACKFLL MATERIAL IN THE DAM AND ADJACENT TO THE PIPE SHALL i ~ I ~ I ~ I ~ - Q ~ \ \ , i~ I I I I i 1 ~ BE FREE FROM ROCKS, TREE STUMPS, BROKEN PAVEMENT, OR OTHER SOLIDS, , I I I ~ 1 UNYIELDING OBJECTS. BACKFLL CAN BE PLACED WITH DOZERS OR OTHER ~ I / , I I I 1 1 I EQUIPMENT, TAKING CARE TO KEEP THE MATERIAL UNIFORM ON 80TH SIDES ~ I 0 / I , ~ _ , ~ _ I ~ ~ ~ ~ 1 ~ 1~ ~ 1 I I v~ v I INE OF THE PIPE IN ORDER TO PREVENT SHIFTING OF THE PIPE. CARE SHALL 1 p ~'Y \ i ~ i I ` ~ ~ \ ~ ~ \ I ~ I I I EFL BE TAKEN TO PLACE BACKFLL MATERIAL UNDER THE HAUNCHES OF THE PhG I / ~ \ TH P P IR MF R N E HEAVY W I ~ ,r \ ~ PIPE FOR THE LOWER ONE-SIXTH OF E i E C CU EEC . I \ ~ \ I ~ / I \ I I 1 ~ ~ ~ \ / ~ x}00 - I I \ N ~ ?'Y' ~ E IPMENT MALL N T BE PERMITTED OVER THE PIPE UNTIL A COVER Q 2 I \ ~ ~ QU 0 2" y OF AT LEAST 2 FEET IS ACHIEVED. FILL PLACED iN THE DAM EMBANKMENT ~~jj I \ ~ ~I , ~ \ ~ / I I I I ~ \ F-i ~ ( ~ ~ ANO AS BACKFILL AROUND THE CONDUIT SHALL BE COMPACTED TO AT LEAST \ _ , / , ~ ~ ~ II ~ ~ 1 I I I ~ \ 95X OF THE MAXIMUM DRY DENSITY AS DESIGNATED BY A STANDARD PROCTOR .14 / I I I 1 _ ! I \ COMPACTION TEST (ASTM D 698). FILL SHALL BE PLACED IN LOOSE LIFTS NOT , I ~ ~ \ I 1 ~ 1 ~ ~ \ ~ i I 5 _ I ( 1 ~ \ EXCEEDING B INCHES IN THICKNESS AND COMPACTED WITH a SHEEPS / i ~ i a TEMP, S IMENT ( ~ ' ~ \ I - _ i ~ ~ \ ~ \ 1 I / FOOT ROLLER oR SIMILAR EQUIPMENT TO THE REQUIRED DENSITY, / 1 / / \ M R I IT H MAT RIA FR M THE BORROW AREA / ~ 1 OISTU E CONTROL L M S ON T E E LS 0 \ / I ~ / ~ \ ? ~ ti ~ , - I , ~ A ,TRAP ,0. 3 _ I ~ I I / SHALL BE VATHIN -2 TO +2 PERCENT OF THE OPTIMUM MOISTURE \ / / ~ / 1 / ~ ~ \ , CONTENT. TO LOWER THE PERMEABILITY OF THE DAM, THE SOILS y. ~ ' 'TOP LENGTH= 40 ~ ~ I I ` ` \ / i 1 I l O \ ~ , / ~ / ~ : SHALL BE COMPACTED ON THE WET SIDE OF THE OPTIMUM MOISTURE Q BOTTOM LENG~I-- I I \ ? \ ~ ~ I ( _ o i ~ ~ ~ r ~ / / 1 / ~ / CONTENT, IN PLACE FIELD DENSITY TESTS INCLUDING ONE POINT PROCTOR Z ` . ~ / / / TESTS, SHOULD BE PERFORMED AT A FREQUENCY OF ONE TEST PER 2500 p \ orroM wiDTH=B ~ . ~ TOP W/DTH-~0 , r i I~ A ~ i ' I i I ~ ~ v - ~ / / / ~ / ~ O <C - - / / / ~ / i SQUARE FEET FOR EACH FOOT OF COMPACTED FILL. U Z \ ~ / / Z ~~yy ~ DEPT 3 ~ ~ , ~ I ~ R E \ / / ~ I~-I \ / / ~ / / 14) THE FlLL PLACEMENT SHALL PROCEED TO FINISH GRADE FOR THE DAM Z 1 WEIR ~ RI Y ~ ~ ~ \ ~ - _ N / 1 \ ~ ~ - 0 FOR ~ I ~ ~ / ~ ~ CONSTRUCTION AND EXTERIOR FEATURES SHALL BE INSTALLED TO THE ~ O O ~ ~ r~o - / / ~ / PROPER UNE AND GRADE. V O q 0" I 1 1 i R JE P I 1 i F \1 ~ o~ f R , LIMITS, ~ \ I I , ~ E / / / ~ ~ I \ ~ - >a o ~ l / I ~ / ~ I I ~ \ r i ~0~- O P I ~ \ ~ ~ I ~ 1, ~ P / ~ / / / 15) ANY AND ALL AREAS, UPON FINISH GRADING OR BREAKS IN WORK OF 30 d / / DAYS OR MORE, SHALL BE SEEDED AND MULCHED ACCORDING TO THE ~ O A x CLEA"R/NG ~ 1 I I ~ I , F ~ / ( ~ ~ / , ~ I \ ~ \ g ~ / ~ / / ~ / M Y R MAY NOT BE STABILIZED H _ ~ / APPROPRIATE SCHEDULE, YET THEY A 0 O m a i ~ III ~ ~ 30~~ EO ~ ~ / , ~ / PRIOR TO IMPOUNDING WATER. H W p., O ~ ~ U1 x z ~ ~ I ~ r , ~ ~ E 5~ ~ ~ v ~ 1 I 1 ~ / ~ / , 16) ALL EROSION CONTROL FEATURES SHALL BE MAINTAINED, CLEANED, ~j ~ / ~ i A JUSTEO RE E ED ETC AS RE UIRED TO ACHIEVE SUITABLE COVER F-+ i / D SED Q O Z W v / ~ ~ 5~ - ~ \ ~ / \ ~ r ~,r ~ I / ~ \ / , , EROSION CONTROL LEGEND AND PREVENT EXCESSIVE OFFSITE SEDIMENTATION. ADDITIONAL a i i w ~ o ~ I i t 1 A ~ ~ v ~ ~ F/o 1 N / \ I / 1 1 / ,p \ ~ / / F AT R MAY R IR T PR NT ER ION. ^ O / i , _ E U ES BE EQU ED 0 EVE OS / i i w H ~ 0 4 i ~ / I \ ~ ~ f ~ ~ ~ ~ \ I 1l i i / / W w ~ ` _ / / i TEMPORARY CANS11PbCT/OM £Nf'14ANC£ 17) UPON ACHIEVING SUITABLE COVER ON THE DAMS (SUBMERGED SURFACES ~j , / i ARE EXCLUDED), THE ROCK FILTER DAM SHALL BE REMOVED AND THE (r`~T r~ ~ / / M""1 ~ i / STONE UTILIZED AS THE OUTLET ENERGY DISSIPATION STONE. V i ~ O M i ~ I J ~ ~ 11 ~ V A - / V ~ o ~ / 1 ~ 1 1 \ ~ ~ / I ! 1 f \ o / r ~ ~ / ~ \ ~ - / / ~i / IEB TEMPORARY £ARIN BERM ADDITIONAL RIP-RAP MAY BE REQUIRED. ~ x O i i Q / i / TEMPORARY SEDIMENT TRAP 18) THE TOE OF THE PROPOSED DAM SHALL BE MUCKED OUT TO REMOVE ANY W ~ ~ ? ~ ~ i i / i~ REMAINING SEDIMENT NOT REMOVED FROM MAINTENANCE EFFORTS, THUS ~ O / FI i / ~ PROVIDING THE MAXIMUM SEDIMENTATION VOLUME PRIOR TO IMPOUNDING I-i Q ',1," i TEMP, SED ME T / 1 l ~ ~ 1 I ~ \ , ~ \ - ~ ~ ~ / i / WATER. H ~ , rR P n~o. ' ~ r ! , . 1 ~ ~ r , , , ~ ` ,TEMP, SEDIMEI SEDIMENT ~ ~ / ~ / TEMPORARY ROCK CHECK DAB! r i 1 ~ / / / i9) THE DISTURBED, ABOVE WATER SURFACE AREAS ON THE EXISTING DAM .~iQ i SHALL BE SEEDED ANO MULCHED Q 1 A~l AI B: ~ ~ / / / TaM L6NGT =3~4 TbPr L NGTH=46 ! \ ~ ~~R NB:~~ BO Z r r ~ r ~ \ >ea 1 ~ ~ ~ 1 l , ~ Tea Tea ) ~ ~ , / ~ ~ ~ \ 20) THE DAM SHOULD NOW BE OPERATIONAL. WATER MAY BE IMPOUNDED TO ~o rDTH 23 ! ! ~ \ ~ _ ~O rTOM D TH ~ ~ ? _ _ _ , , ~ I ? ~ 1 , , / BO TOM LENGTH- 74 T _ r , r r 1 c I ~r.r _-~._,r~ ~ i ~ , TH= 74 TOP TEN>; TH~B THE NORMAL POOL AREA, ANY AREAS NOT STABILIZED SNAIL BE Q ~ l 1 EP H~3 , r , ~ , w \ r r ~ ,~OTrO~7 ~W/ TH 31 ~ ~ ~ 2___ ! / ' ! I / REWORKED UNTIL STABILIZED, ~_=31 , SOP ~I~ID ~ ~ Q+ / / f r ~ I 1• - - , ? AFB 1 \ _ / i' ~ 21) AFTER ALL AREAS HAVE BEEN STABILIZED, REMOVE TEMPORARY EROSION m WEI r, ~ a I ~ P H= I r , . , ~ ~ DET~d ~ r ' r , ! , ~ I ~ ~ ~ ~ , DEPTH=d / GENER9L NOTES, i / ~i CONTROL DEVICES, AND SPOT SEED AND MULCH ALL RESULTING BARE ~.~r_ ~ / ~ ~ , / AREAS, I r 1 _ - N ~ ~ r r ~ ~_.--WE~ ~ ~ r I i- / I 1 ~ I! ~ 1 I 1 is ~ / -~EIIT -12 , , i I I / ~ l , i 1 / I I ( 1 I \ / I 1 ~ / ~ 1 ~ ~ ~ ~ / ' 1) ALL BEARINGS ARE DEED BEARINGS. / o) I r i r i EMERGENCY SP/LL WA Y I I ~ ' \ / I ~ l ~ I , TEMP. EAR THE ~ ~ , , r r I r r I ~ I ~ ~ ~ 2 ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES / i / ~ I I ! _ P- I ~ ~ - ~ r I , , , i LrNE- W _ _NAG 300 I 1 , N ' r I ' ~ ~ I r BERM ~ ~ II \ ~ ~ i~ / N/N ' RA AP y , / 3) CURRENT ZO G, 3 GR HIC SCALE . , l ~ ~ I I I I ~ r ~ I / / rr•~ in I r^rnul irn i ri I ~ ? ~ ~ _ / i' ~ i` ,.l / i / .I TAV ..AO OCCCOCA!/'CC. TIA/D ra A~AD ~n~ !nr ~ ~n Tn ~ f9n SHEET NO. I i III i lrmr.l Jcur crv r Cl) /M/1 !1L1 (./lL/Y liL.l. ! IY! IV, !Y//71 ./V.l, LUI L Z I I II I l , w i I TR P No 5 I I I I _ \ 5) TOTAL AREA = 54,872 f ACRES I I I I 1 I 400 / I I I I I i ~ 6) DEED REFERENCES D.B, 1065 PG 156 • , 1 60 FEET I I I II 1 1 = r BOTTOM LENG H=68 TOP ILENG H 0I w, I I I I ~ r 1 I II I ~ / 7) BOUNDARY SURREY BY DAIS MARTIN POWELL., & ASSOC. ~ I I I I I i I r ' I 80TT0V-WWOTH=28~ TOP W/DT =40 I I \;00 I _ i z 1 I 1 I I r- _ . i 8 TOPOGRAPHIC INFORMATION TAKEN FROM USGS MAP I I I i I i I I I I I I i TAM . AR TH, I I I I I / z , I I DEPTH-3 I I ~ ~ \ I ; I i I I I I - i OF4 l I I I WEIR- 72 I I I I I ~ 0 i