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HomeMy WebLinkAbout20080956 Ver 2_Site Plan_20090226 Legend . = Historical Structures A = Archaeological Sites and artifacts = NC Natural Heritage Elemental Occurrences = Property Boundary 5 mile radius = Significant Natural o = 3 mile radius Heritage Areas NC Natural Heritage Map NC Historical Structure Map NC Archaeological Site Map N Soil & Environmental Consultants, PA 11 01 0 Raven Ridge Rd.. Raleigh, NC 27614 (919) 846-5900 · (919) 846-9467 Web Page: www.SandEC.com Scale: 1" = 4000'W E s Project Manager David Gainey Project Number 6878.P2 Prepared by James Graham Bellemont Chatham County, NC NOTES 1)- ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASURED IN FEET UNLESS OTHERWISE NOTED. 2)- THIS SURVEY WAS PERFORMED WITHOUT THE 8ENEFIT OF A COMPLETE 1lTLE SEARCH. THE DEED RECORDS SHOWN WERE TAKEN FROM COUN7Y TAX RECORDS. 3)- DASHED LINES ARE NOT SURVEYED. 4)- mE. WETLANDS AS SHOWN HEREON WERE DEFINED 8Y SOILS & ENVIRONMENTAL CONSULTANTS INC. OF RELEIGH. N.C. 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()~006AGRES; ;' .;, ... "'':::'::iiii.0.",;~i;':~ ...... .REA OF CH/;Nf1;EL5: 18. 153 SQUA;LR.lEfEET; .. . .... . ...:i' 0.417. ACRES . . ;.... ... .ii....:... ......?."...... , . / 'HANNEt.l;{ 'f.~~7.[8~7 SQ. frVK1if~};5, A>At;t~ ~-IANNEL ~I; 597 sq.fh'g,.P!t AGR .:~. ...;. ,,'/ANNEL 3: 663 SQ;FT'i.p,l!;15 ACR ' ,; ........ OfAL: 27,s89 SQUARE fttf .... '.., ~. ", 0.6J6ACBfS -,'~'..' ...........,... .. .. .... ... .. ' .....; ..........;. ' ' 'i;(. ";j '. ooi :':OO.. ........ i ...... ....' . ........... . ..:;<. ............,..>,oo .... ............, ...... '.' >i.i: ..... ... AREA ......" 5294255 SQUARE FEET 121.539 ACRES .... -- .' ::. .......... .:,:'.:....i '/ .. .', ....... . ',. oo, ".' ........?;. ..' . . .. .: . .;.. .. REFERENCES . . 08 600 PG 440 . '. . .oo .... )' " .,: , '. . ~;;;i ... . " i . . . , .. . . . , . ... 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DISSIPATOR SIZE I . CHI5EL COMPACTED AREAS AND 5PREAD TOPSOIL :3 INCHES DEEP OVER. ADVERSE 50lL CONDITION5. If AVAIlABLE. 2. RIP THE ENTIRE ARrA TO G INCHES DEPfH, 3. REMOVE ALL LOOSE ROCK. ROOT5, AND OTHER OBSTRUCTION5 lEAVING SURfACE REASONBLY 5MOOTH AND UNIfORM. 4. APPLY AGRICULTURAL UME, fERTIUZER, AND SUPERPHOSPHATE UNIfORMLY AND MIX WITH SOIL (5EE BELOW). 5. CONTINUE TIllAGE UNTIL A WELL-PULVERIZED, FIRM. REASONABLY UNIfORM 5EEDBED 15 PREPARED 4 TO G INCHES DEEP. G. 5EED IN A FRESHLY PREPARED 5EEDBED AND COVER UGHTLY WITH 5EEDING EQUIPMENT OR CUlTIPACK AFfER 5EEVING. 7. MULCH IMMEDIATELY AfTER 5EEDING AND ANCHOR MULCH. 8. IN5PECT ALL 5EEDED AREAS AND MAKE NECES5ARY REPAIRS OR RESEEDING5 WITHIN THE PLANTING 5EASON. IF POSSIBLE. IF 5TAND 5HOUID BE OVER GO% DAMAGED, REESTABU5H fOllOWING ORIGINAL UME. FERTIUZER AND SEEDING RATES. NT5 2.0' I.D. 2' 2' SPILLWAY UNING MINIMUM ADD'L ANTI-FLOTATION CONCRETE #3 BAR (TYPICAL EACH FACE) N/A EMBANlWENT 5TABIUZfV WITH VEGETATION DAM EMBANKMENT 15 TO BE SEEDED IMMEDIATELY AFTER DAM CON5TRUCTION 15 COMPLETE. FOR 5TRUCTURAL DETAILS, 5EE ATTACHED PlANS BY WETHERAL ENGINEERING. TEMPORARY SEEDING ORAWI:>OWN ORIFICE AT INVERT FOR 5K1MMER , . AMOUNT! TIME OF FERTIUZATION/I 000 Sf. GR.N:lS WE 1000 Sf. 5EEDING INITIAL MAINTENANCE RYEGRAIN ' I -2 lB5. NOV. THRU JAN. 25lB5. 10-10-10 NA NA NA ,,,... " BRQWNTOr MilLET 1-2 LBS. JUNETHRU AUG. 25 LBS. 10-10-10 ." NA NA NA .,,;..... ANTI-flOTATION BLOCK 5EU:CfEV flU. PLACED IN LAYERS AND COMPACTED MARCH THRU APK 25lB5. 10-10-10 PERMANENT SEEDING GRAS5 TYPE INITIAL rERTIUZATJON/ J 00b SF.. MAINTENANCE TIME 0f 5EEDING APR. THRU JUNE AMOUNT! 1000 5F. I -2 LBB. 25lBS. 10-10-10 MARCH - APRIL EACH 4-8 WEEK5 AUG. - 5Ef'T. I 2 LBS. I 0-1 0-1 0 I -2 LBS. N. 12 LBS. 10-10-10 FEB. - MARCH MAY.$ DEC. SEPT. - OCT. I 2 LBS. 10-10-10 1/2 TO I LB. N. I 2 lBS. 10-10-10 FEB. - MARCH 1/2 TO I LB. N. NA 5-7 lBS. SEPT. THRU OCT. FEB. THRU OCT. 25 LBS. 10-10-10 SERlCEA LE5PEDEZA (5LOFES) c:::=::J NT5 _._........-_..-.~------". . ., '" '. \ \ 'I ( \ \ ) / \ \ , / i \ \ ',- " . ,:~:;:~:~~::::' -~ ~\, :-:>:~;"- \'., Ci "'-..-~ --,... -"-- \ \ \ \ ........... j I .// / ' !\} l. . ,?r~ ;. ~,.//' \\, v- . .',\, / I ____ ,i, i-t '\ 1..-"""'< ~r" I ~ \ \ . ,.<>r/ \ '. ~ ,-,~:I;;.:;:;~: ' ~ \ - -"/"~ - ~ ~,;?~ -" \ \ I I "~"" "'~'''- \, \. j ...-~.,.-.. '~-'" ...."'" -"......... .~, ,.... I ( \ \ \ 1 \\ " \ \. , \ \ " ... '\ , \ \ \ \ \ \ '\ '- \ \ \ \ '\ , , -. \ \ \ i 1 \ \ \ \ i ; \. i 1 '; \ I A 0000000 A PLAN #S OR #4 REBAR EX"fEND WHEEL AeOVE PRE-CAST BOX - AND TRASH RACK PVC INVERTED W.Q. ORIFICE WATERPROOF MASTIC (fYP.) EXTENDED VALVE STEMW/SUPPORT SIO.C. STAINlESS STEEL STEM GUIDES (fYP.) 8" PLUG VALVE :f c :. _ - ~ 811 DIP DEWATERING INLET.- .. I O-fOOT UTIORAL SHELF 15 TO Be PLANTED WI111nie fOlLOWING 5PJ:OES RANDOMLY - DUCK POTATO - SAGITTARI LATlfOUA ARF..OW ARUM - PELTANDRA VIRGINICA #3 BAR (fYPICAL EACH FACE) CONTRACTOR 1 DEVELOPER TO PROVIDE SHOP DRAWINGS 1 sTRUCTURAL DRAWINGS fOR niE HEADWAUS TO niE ENGINEER PRIOR TO CONSTRUCTION. THE CE GROUP ASSUMES NO RESPONSIBIUlY fOR THE DESIGN. INSTALLATION, OR CONSTRUCTION Of niE REQUIRED HEADWAUS. MINIMUM DEN5IlY SHALL NOT BE u:ss THAN 95% Of MAXIMUM DRY DEN51lY WITH MOISTURE CONTENT WITHIN +1- 2% 01" THe OPTIMUM. EACH UFT Of fiLL SHALL BE COMPACTED AS NECESSARY TO OBTAIN niAT DEN5I1Y. ALL COMPACTION 15 DeTERMINED PER AASHTO METHOD T-99 (STANDARD PROCTOfQ. SEEDBED PREPARATION I . CHISEL COMPACTED AAJ:A5 AND SPREAD T0F501L 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS. IF AVAIlA6LE. 2. RIP THE ENTlRE ARJ:A TO b INCHES DEPTH. a. ~MOVE ALL LOOSE ROCK. ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURfACE REA50NBLY SMOOTH AND UNifORM. 4. APPLY AGRICULTURAL UME. FERTlUZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH 50IL (SEE BELOW). 5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, fiRM, REASONABLY UNIFORM SEEDBED 15 PREPARED 4 TO b INCHES DEEP. . b. SEeD IN A FRf5HLY PREPARED SEEDBED AND COVER UGHTLY WITH ~EEDING EQUIPMENT OR CULTIPACK AfTER SEEDING. 7. MULCH IMMEDIATELY AfTER SEEDING AND ANCHOR MULCH. 8. INSPECT ALL SEEDED AREA5 AND MAKE NECESSARY REPAIRS OR RE5EEDINGS WITHIN THE PLANTING SEASON. If POSSIBLE. IF STAND SHOULD BE OVER bO% DAMAGED, R.EE5TABUSH fOLLONING ORIGINAL LIME, fERTlUZER AND SEEDING RATES. \ " , \ \ , i \ \ i I ! i \ \ NOTES: EMERGENCY MINIMUM ADD'L BARREL BARREL TOP OF SPILLWAY WIDTH OF ANTI-FLOTATION DISSIPATOR BARREL RISER TOP QIOElEV. Qloo ElEV. SPILLWAY CONCRETE SIZE LENGTH SIZE RISER UPPERINV. LOWER1NV. ORIFICE DAM ElEVATION" ElEV. ElEV. ELfV. ElEV. ElEV. 531.~8 532.2~ N/A N/A 5' x 51 X G" 100' 4'x4' 531.50 52~.00 528.00 530.00 534.0 fOR STRUCTURAL DETAILS, SEE ATIACHED PLANS BY WETHEAAL ENGINEERING. EMERGENCY SPILLWAY EMBANKMENT STABIUZfD WITH VEGETATION EMERGENCY' SPILLWAY ElEV. QIO ElEVATION TIME Of SEEDING NOV. THRU JAN. JUNE THRU AUG. INITIAL 251.BS. 10-10-10 25 1.B5. 10-10-10 NA NA TIME Of SEEDING APR. THRU JUNE INITIAL 25 1.B5. 10-10-10 MARCH - APRIL I 2 I.BS. I 0-10- J 0 SEPT. THRU ocr. fEB. THRU ocr. 25 I.BS. 10-10-10 FEB. - MARCH I 2 1.B5. I 0- I 0-10 25 1.B5. 10-10-10 FEB. - MARCH " ~ A:\! .~_ 2' 2.0 I.D. NTS EACH 4,8 VvEEKS 1-2 LB5. N. AUG. - SEPT. I 2 I.BS. 10-10-1 t}! .. . MAY. DEC. 1/2 TO J LB. N. 1/2 TO I I.B. N. 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" jifOgeBAY ,i~~1:' ""*'~"-"~ .... .........= < >/~o.>,' ,..:>>.-,jk(/X1:',;r'j>_ .. .............. /.z,.{ f -:....,:::: ,..;(/-" <'/ T "'~'~/((~(::""'. .. ,.,,~~~;;;/ '~~.y~::<"""'~<~:.":"~:~:~-:;~rf"~~~~'{:'~"..3'.'" ~W :-.: y.n"~~":"~'-z~ ~~ ;:,," \'.~,.,;<;o.>,.:. it. . ."/'>.,~,",,.:~,,;:;./' ..,"; ~ -:;/>,' //~_, "" /. ,&9'';;;'1,,:::;:;;;;;;'':00. ..', / ItX ...;",y^..."...Y.r~.-, ' ,<'". ''I' '1:::"'. /)0 '; . .-:.;;,,:.,.;";1,<';.):,';:'." '. .... .. . '.......~;0 '~<S~\> .......... \~~ .~~~, . ...,< .> ~~" ~'d~~""~ r. . '.'--? AI.. >> ~~::'", N. .<.,.. .. .. DAAWDOWNORlfICEAT~. ..)>)..J ./> AYi.. ~TfRQUAU . ; ... INVERI' FORSKlMMERi> ............. >i/< ,'/ . ............... '.' : . . f)): ..............; Sfl.EC~~!.. . . .i ..... T' .' .... . ........ PLACED 1Y'l:RS))i... AND I . AA . . i.................. .....< ANDCOMP. -' .... _ 2' MIN TO DIAMETER INDICATED . II, ANTI-FLOTATION BlOCK - POOL EtBIATION. , i .I ....... I ..' ........ ...... ......... .i/. ............ (: ...................;:.... i. .:> . .> ,. . '. . . 1/1'. .,<7.. .~.. ,-~ .7~:1 ~~,." .".'..." .....-- /,... // F / ..../i 7.>. 'i : "'1''''-. .- ~~' ~/ ..ii:::. . . '. , .. I i, ... . . ...............: >< '. .... i.......... .' (". . ii:: .' .. .. .. . .. .. . . . . ... . . .. .. . .. . . .. . . , , ..,)>. ... ...... .', ... " . .. . . . .....: . . ... . . / . .'. ..... '. .. i......... .'''\. '-":'\:... '; ...<.. . ....< ..ii, ... /,. .';." . .i:' ..>. ....... ...':.. .. .. . ! ,. .: . /.. . . :... . '..'. . ': . ' '.. '. '..' . . SPillWAY UNING. RISER BASIN ...... # ,: . ....... ................ 5 <. . .."; MIN. VOLUME RfQ'D (CfJ 35,721 WATER QUAUTY Mlt'J.vdwM~ DRAW.DOwN eARREL PROVldlrti';; IQRlFlGEii/SIZE . (Cffl/' ../~I~>'/ .... ........ A3'Ar\2//3"C,: )/ 3G" .,. ,~~ · .....< ,::i> ............... .(.....'. ........ ......... . . ....... ) ...... < ' .. ...... y>> 'iii~ ........ EMERGENCY Q I 00 ELEV. SPillWAY ELEVATION" >. QIO ELEV. WIDTH OF Sf'ILlWAY D~H OF SPillWAY .... . i.:.... '" TOf' OF DAM ELEV. 545.2 BARREL LOWER INV. ELEV. 534.35 ORIFICE ELEV. 540.00< ..... ... ... ....... ......... 130li u. .. .. NIA . . '.;. . N/A N/A 542.56 544,18 N/A ". , i . . ... ....... . .. . , i i LllTORAL SHElF. I' IN HEIGHT ...... ...... . AND I (J WIDE @ 10: I SLOPE ~:~~. PfRlIMeTER:.lI. '. .... BELOW THE TOP 0 . . SHElf AND Q' ~ . . Of THE UT(Q~? . ... . . ...., .".'>.:: . .. .. . '. . ANKMENTSTAl3iUZED H VEGETATIQN' .............. .........,....... ><<;>. . ii .>. . .:.....>. . . :'/... ."i".>; , -'. . ... '.................... :>.. u.. ................ ............)/):. i ................. .... ....... .. ..... ......... ...... ...... ... .... >.> .......,." ",. i..... . ,..,..... . . >. ',>.. ,; U.' ."i> .1..:.,'.. ...i......'. . .: , . .. STORMWATER:JN(Et . (OlJl1.fT . PROTECTION "~';).""'''~T~''' ;;:;'2~" :;S,i'~2k~%/~'it2fJ.p~9) ~ .... .", ...../.l."'!;J'..'h':-..:,..' ,':((6'~.",? 1':1.. i > .'. ~ "' <~1~i~~~~( / ~(~."~~~l-SEEP . .COl~ -- .... CUT -Off TRENCH, . .. . . ... . . ..... . '. . . . ..'.Iq>..... ..', .,' '. >.,. ............. ..... ...... ". ..' ......,." ./...../, .......... ............................... ................ 'i.. " .'.<"., :,. ......., . ~~w~".\: ~.' J :..}~~;;~'l% ", .' . ;-; .. .... .'i..... ..... MINIMUM ADD'L ANTI-flOTATION '. CONC~ ........... ". G'.x G'x I' . . c . ". " '. :. ... . ' .. . ... , . . . . . .. I""'l 1..1 = - ':i~;i%...'!,~ i:t7>~.-~ .....:. ..... .... ........>T:~.. )1:::1' ....... ...... . .... ......... ..... ......< a ...~...................... ..... ...... ...... ..., ,. I. .......i...........i>. , I ..' I'> I>. '5.., .1 .. - <i);I. . " '.' ..... I ........ .. ........ , ,. ... xl;. ilj .... . . I . . . . . > .. . . .. '.. . . . .. , . . .. ., >i. ...... A.....>.:,. . '...."........ - OOOOOOO~ 000_. . .. .~ i.1i .~ ..~ A'.' u (-.".. .'. PLAN " . ... ,. . ... ATION ........ :./. ... :.'C'.. ..... . .:,. ./... . <j <i .... 8 _",....~~"~~;itANTeLfAT5 . I .............. nail . ..'1. ........ . . ;['0.. ....... ~..ELll\lA .1.N.ie1~51@~.N,t ........t .i~.~~MTM~TERlA~;@..I< jCRU66ER,ii5. . ' . . ......... ,/.:'il'. . ..'C',.' '. ,.'" i . . .,. ..' i . . ... '. .................;...'.: ........,.... .. ........ ........ .. ..... .'. .. A-A ... . . ... ,..' .. .' 5TANDARD 5L1P RES .... ...~ANH.~EJ'Alt.. .... . ... NTB . .'. ...f.....' . .,. ..... ...6~~~H.RACK/X/ . '.:~...IB: AX~. 12. . MOUNTED .... WlTtitll . .OHO!i>'pOwN ~.i".'.' ..el.A5p WITHIN THE!/>ISlOE UP OF EXTEND WHEEL f430VE'iP~~t 8OX,UD ~t!OULD OPEN PRE-CAST 6QX -------.....' AWAY..,:,OM DAM,~EEPfl"AIL ON AND TRASH RACK ;; . SHEET ED"() I . .' > ~ ~ ~ o ~ C-' . ,.': .. ......... ., "'i. ..' (f') 'I~ ....Q '~ ., .../. ...... .. I>" ...... . .. > ..... ..... . ..... . [..' ",. i., '.' .... #3 OR #4 REBAR .. ......... .I>i .'. I. .......,' I.., '. i.... ... ' ...... . ...., I"> '.' ..... ........ ".'. . . .......1 ....... I ........ .. . ,i. .' ........ I. . '.. ..' '.>' . ....... ..< '. .. ' , '..' ......... ". . Ix; ...............1... ........... .. .........."..". .. . (j Ii: '" . i .' . (!) 0 ........ . ~ZZ~L Z - .,..,.... ~ 0) _ ;'I~i- ...., It:; IX.. .Q'T ZM ......~ tD Z .::1. ..1""'! ......~.~. J z~.~; .' J - .~ ~".0 " (] J ~i u. Z In J ~ u.J UJ a;, ~ " u Ii) U f'\ ~(~ ..J u w.~ Z - Z ~8 ~ > ~ ~.~. - -> I U ....... . 5TEPS '.. ......'>/i ....>. ........... ..i> .. ....... ,.{ ..... rCONCRETERl5ER. '. .......i... ... ,.i." / .'. w/GII THIC~i~g~w~' .... .2 MIN. BO><r=~!~~~r~!~~ Le5. NO ANTISELqt~TI()N.IijEQ1D.i. ..:.:..... ./... ..' . ................................................................... : I==::J ......... .. ......... ....... ...... . . ,.... .... . . .... .'. ... ...... . .......... . . .' . PVC INVERTED ---.......... W.G. ORIfiCE . ~ G' t Uj WATERPROOf -1 MASTIC (TYP.) EXTENDED VALVE STEM WI SUPPORT 3'O.C. STAINLESS STEEL -_____ I==::J STEM GUIDES (TYP.) -.,...... 8" PLUG VALVE--...~ iZ~~~~~ TO 811 DIP DEWATERING ~ INLET .. I I ~ . '.,./;.:iii;..>... ' .' . ,<,....: . '., , ' .. ... ..... ,,' . . .. I==::J .... ~I c::=:::J ..... i .. ! .. ,..-WATERPROOF . I. ..... / . MASTIC (TYP.) . . ..'/ .... ......... .. ,. . .. ..' I==::J .../.. .. '. ...... .. . ../" . . '...../..' ....>... '.1'" .. '. .. .. . '''...1 I.. .. . ., . > .... ,.. ... ..... ,..... .:."'. .......1...'.'.. . , .>. . \\",al", ,-,...\\, . ". ~....~~~. !~ . .... .'. . .' . .. .: . './ '.. ,. . .. . . .. ..". ,; .,. . . .'.:c> ..' ".'.'. . . ' . .'... . . ..} ~ ..... .. ..",. "i',.. ...... -!!' . .C' ......................,./...".../........ i/ic.. .- eel]'. ." .." . .. ,...... RISER .i'.... .... . . TOGeTHER. ~I'~ ~l\ 7''\:. :'1.;::;';. ,~\ .. -:;'.: .,.. J. ~ ,'. . . .. ....i...i,. 'ii' . c"\ · ~" \ \ \:.5 \.-.:: ' .... . 0: '~':; t:;, ... .o:~ ...... i. RISER 1""'\1\11>... ~\\2';:.,.;;;>bf'I0.Ci ..... l....( f!'f\ L.;; . .. ,.". <- t B '/.J ~t;\JYi'.. . ......... NT~'" .... 'ii" .. ~Irl_ <!i .,~ .,/ ~?!>NC~ .<>j .... > . .' . :.:tiJ.i..>). . . . t" .. ..... ..' "... .... .... .,,~tlL.fli,.~'.'. ." 2' ......... ..' .,/ ., . . . i.... ~ ........... ....../>.. .... .......<i .. ../ "1/'1 ...... ......... /:<< ....c _ ...... ...... ... WArE~ROO~---x. .. ..... MASTIC (TYP.) ...."" ...............CC.. '2~ .' 1'7;'~' .................... .. . .,....> .. ......... ... 7'/"'. NOTE: CONTINUOUS RU66r:R PROVIDED AT AU. CONS AND SECTIONS SHALL. . W/STAINLESS STEEL H ...ri./ ..... .....) . $EEDBED PREPARATION .'. .... 1: .~ ,,", .... . ........ .2:) U J m ... .i: ... A ::t:I::: $. I!~...U ~.. . . s::: ~ ~'..~ ~. . ........~ ...~.....~ n :..........~ ~... ~ r." ~..~ i!io .21'.'~i'l fLL:'A~ r< r---:: ':;i I,.;.J 1: ;~ ~~Ei~ ..... ...~<ij.:aI '. ~..~ . ........~!t~ ~ .....~............~:V ~ ~.....'.i,",.' . .......~ ...=.t ~ ~J ~...Ei ..... .'.~ [J,2.1 ~. ....t.:..i>. (f1 .......,~l.1....1>& ......... .....~ ." 1J.;;;.J':...fi }'.....~. .............~ ..lJ tn. . . 0:. lLJ en ..,.. .. I . CHISEL COMRACTED ARI:.f:>S AND SPREAD TC>f'501L 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS. IF AVAILABLE. 2' 3.0' I.D. (}}\? .. ..... .... ...... ?< .................. 2. RIP THE ENTIRE AREA TO G INCHES DEPTH. 3. RI:.MOVE ALL LOOSE ROCK. ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONBLY SMOOTH AND UNIFORM. 4. APPLY AGRICULTURAL LIME. FERTIUZER, AND SUPERf'HOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW). 5. CQNTINUE TILlAGE UNTIL A WELL-PULVERIZED, FIRM. RfASONA6LY · UNIFORM SEEDBED 15 PRff'ARED 4 TO G INCHES DEEf'. / G. SEED IN A FRESHLY PREPARED SEEDBED AND COVER UGHTlY. WITH . ....... SEEDING EQUIPMENT OR CULTIf'ACK AFTER SEEDING. ...~. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH, . t{INSPECT ALL SEEDED AREA5 AND MAKE NECESSARY RI:.PAlRS OR .i'" ResEEDINGS WITHIN THE PLANTING SEASON. IF POSSIBLE. IF STAND SHOULD 6E OVER GO% DAMAGED, REESTA6USH FOLLOWING ORIGINAL LIME. FERTlUZER AND SEEDING RATES. ? ,. < :- . ...... : d'" [ .,.... . _I ..... . . .' . .. '. ...' ......... . ....... ,;.. .' . ... '. ...:.... .." .' ....'.. . ., "- :/d": ~ / " I ' #3 BAR (TYPICAL EACH FACE) ] . . ' '.. .. . . . . . .@:G' 'CD. .:.,..... .. '.: ., ..' . .. . . '.. .. .. ... ,. .. '. . . NgTE5. .< "i.. . ...... '<iN'? [JltIi PlACE ..~.gq>UAR . .. .,.,.. '. ..:,<'..... . NOTE: CONCRI:.Te sHAt.L~~a09Of'51@ji28 DAYS RfINFORCING>STfEL. ~ M.15;GRAoE GO: fY :- GO.OOO PSI ............. ..... ANTI-SEEP C.OLLARDETAIL . - 1l '" ,. ". . I c:>~FOOT ORAL SHELF 15 TO 6E PlANTED WITH THE FOUOWING 5F'EClES RANDOMLY - SAGI1TARI LATlFOUA PELTANDRA VIRGINICA '.i. ....( ..... DEVELOPER TO PROVIDE SHOP DRAWINGS/ STRUCTURAL DRAWINGS FOR TOTHE ENGINEER PRIOR TO CONSTRUCTION. THE CE GROUP ASSUMES NO . IUlY FOR THE DESIGN. INSTAUATlON, OR CONSTRUCTION OF THE . '..' REQUIRED EADWAUS. MINIMUMDiN~iSHAlL NOT BE u:ss THAN 95% OF MAXIMUM DRY DENSllY WITH MOI5TU&!1 eONTENT WITHIN +/- 2% Of THE OPTIMUM, EACH UFT Of fiLL SHAlL ee CoMPACTED ~ NECESSARY TO 06TAlN THAT DENSllY. AU. COMPACTION 15 DETERMINED ~~ ~O METHOD T-gg (STANDARD PROCTOR). .......' ..... DAM EM6ANKMENTiIS'fO 6E SEEDED IMMEDIATELY AFTER DAM CONSTRUCTION 15 COMPlETf. . '. DISSIpATOR SIZE ., , . .......... NT5 . "'.. .../.. \i'i' ..... i.:.... i. ' ..i . .i. <i.. ...... d . ..;::.....:....t PRElII\l1INI.. . ... '" .. . . ..'....<11.... ..... .. R REVIE!IOI~'(tl~lll i : NOT REEL ..' . .: .i/ .... .' .......... ~Q~ CO~.~"fRU ..' ... i/ ... ..... 24Y~ S'x 30" Thk.CI~~1 \,ii'........ ..:................ ...... !R~te: I 0/03/08 'i !/.,i .......... $~Ie: ....... I" = 30 . : ." u .. ..... Drawn: .......,..... . ..,>.- ',' ........ FOR STRUC11JRAL DETAjLS, SEE AlTACHED PLANS BY WETHERAL ENGINEERING. ., . .. .' --.:.... . TEMPORARY 5EeD~NG . .. ...... _ __ . :AMoUNT/ ' TIME OF . .. . <.;RAS5 TYPE . .' I 000 Sf: . SEEDING .'. R'rt GRAIN/. . .' "1..2L6S.NOV. THRU JAN. I . eRoWNTOP MIllET . '.'.,.2 l.B5,". . JUNE THRU AUG. . ..peRJy1ANENT5EEDING . .. . .. . ..' . . .'.NAOUNT.~'.. .'...... I:' TIME OF . . . G~ TYPE 1000 Sf. SEEDING ~ B~UDA; C()MMON . .1-2 t.Bs, .' AfR. THRU JUNE . . ..... fESClJE. TAlL .5-7l6S.' SEPT. THRU OCT. (lCENTUCKY 31) .. . '. . . FeB. THRU OCT. .' ... . . ,. . .. . . . sfRJcfA __, I . ' lESI"EDEZA (SLOPes) .' I.. I -2 LBS. . 1v1AACH THRU APR. . . . . . . ..'...,'~ '...... FERTlUZATlONIl 000 SF. MAINTENANCE NA NA :._..................G~M ...........,.:: . ... .. ..' · .'CAJF .. .. :: ~':, i.................... '. ......................... IIIprOJeCtN. .i'. ....... .(... .. ............~ . .' "n'SSi'.. . ~fii.. i/ ." ......... ri~wiiJ;Name .'. ii.. / ...........i. 11,5;.p~wa~r ~~~Id:Yf'9 )\ .V.... ...... ............. . .. . ......i . .... . . .. . /'. NORTH . . ...... .............. ... ............... .!...~.'''i S~..... ....... . '. '2,Sli)! .Gll>'j/i nii . ..... Ii ". ~, . ..... INITIAL 25 LBS. 10-10-10 25 LBS. 10-10-/0 NA NA NA NA . .' ..... '.>.... INITIAL FERTlUZATlON/IOOO Sf. MAINTENANCE -" .. '. ..... .. .5.d~ . 251.BS. 10-10-10 MARCH - APRIL J 2 LBS. 10-10-10 EACH 4-8 WEEKS 1-2 LBS. N. AUG. - SEPT. 121.BS. 10-10-10 .. FEB, - MARCH 121.B5" 10-10-10 25 LBS. 10-10-10 MAY f. DEC. 1/2 TO 1 LB. N. SEPT. - OCL 12LBS, 10-10-10 NA .... .........' b 25 1.B5. JO-IO-IO FEB. - MARCH 1/2 TO , LB. N. . I ....... : , , ..< ........'. .. ...... ':C,...:. . .. .C'. ...',.,::'.... ,:."...... .:-..: . , . F' I ,'. ,. , . ...... ;.. . .. . i... i .. , .. ..... . : ..... : :':,,'.. ...:>: ;,:i'...,.... IS~ CD ~ ...i. ..::.... . /. . '. .. . .. .. ........ ..' . Yi>.. '.....::. . . .....,. ..'.. '.:....i ..'i i........i' .. . . . ...... ,.' '. . .. . . ... .. . .' .., . . . .. .. ... .. . ... ..... '. .. . .. : .. . :. : .';'. . .... .' ....... .. ... .' . .' " ' " . , . ......... ........i , -i '. .. .......... ./ ......... . : f........ / ......... ...' . :./>. :..... ................/.......... .ii...'....................., >\ ........................ . :/i./ . . .................. ,i: . ...: ......i ....... .:.. ,i ............ . ,. .,. ..< .. ..... ................ . . ......... .'. '.<' ./ii .. ...... ." . ..... .. ,. :,.. . .. . . . . .. .. ..... . . ... ... . .. . .. . I :. . .. . ./ . .' . ...... ' ......... .: ,:. ............ ... [:i......... .,. ..:.. ............ : I'..... .... : ................. , ' : . : . . .. .. . '. ....... ... ... . . .....: . . .,. '.' .. ...... I \ \ \ \ \ \ \ \ \ \ "--.. \ \ \ " \ \ \ \, \ \ \ ! \ \ \ \ \ \ \ \ \ 1 / \ \ \ \ \ \ ' , / '\ \ \ ., \ ."....... j \ j'\ \ ~..... \ ''\ \ \ "-......~ .\ '\ '\ \ , \" /' ''\, I I \ ! / ( ! I I , \ \ I ; I \ , [ I ! I ; \ '"', i \ " ! \ / ""'" ~--~// "''-,. I \ '-, " ......... .......,., '. '" "~...~ -"".'- -'- / ~ I ~."'''''' '" " " '-....., "" -- --~"'- ~ --. --- '"" "" "', " "\ '\ '\" \ ~, ........... " '- " '- ....... " ',- '-, "\, \, '" " '\, " \ \ \ \ \ '\ '\ '\ \ \ \ I I I / / \ I \ \ f / / I [ ( / ( / / /f / I / / / / / / / / j / I I / I f --/ //" ,---- _/" ---- / .' " " " " '. " , "\ "\ '\ / / / / / / / / .'." / ", '-, " " /' I J' / ""- ""- '" -.--"- ~.....,,,,, \, , " / / " / '....... '" ,I /' BARREL BARREL EMERGENCY MINIMUM ADD'L TOP OF QIO ELEV, Q I 00 ELEV. SPILLWAY WIDTH OF DEPTH OF SPILLWAY ANTI-FLOTATION DISSIPATOR UPPER INV. LOWER INV, ORIFICE DAM ELEVATION" SPILLWAY SPILLWAY LINING CONCRETE SIZE ELEV. ELEV. ELEV. ELEV. 548.00 547.00 553.00 558.10 555.GI 55G.44 55G.00 20' 0.5' 2 I " d50 STONE G' x G' x '2" 20' x 7.5' x 30" Thk. Class I LEVEL Of I" RUNOff VOLUME 2. RIP THE ENTIRE AREA TO G INCHES DEPTH. 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURfACE REASONBLY SMOOTH AND UNIFORM. 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNifORMLY AND MIX WITH SOIL (SEE BELOW). 5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNifORM SEEDBED IS PREPARED 4 TO G INCHES DEEP. G. SEED IN A fRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON. If POSSIBLE. If STAND SHOULD BE OVER GO% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, fERTILIZER AND SEEDING RATES. FVC INVERTED ~ W.Q. ORIFICE .. .........., 2' r 2.0'I.D. 2' NOTES: MINIMUM DENSITY SHALL NOT BE LESS THAN 95% Of MAXIMUM DRY DENSITY WITH MOISTURE CONTENT WITHIN +/- 2% Of THE OPTIMUM. EACH LIFT OF FILL SHALL BE COMPACTED AS NECESSARY TO OBTAIN THAT DENSITY. ALL COMPACTION IS DETERMINED PER MSHTO METHOD T-99 (STANDARD PROCTOR). DAM EMBANKMENT IS TO BE SEEDED IMMEDIATELY AFTER DAM CONSTRUCTION IS COMPLETE. FOR STRUCTURAL DETAIlS, BEE ATTACHED PLANS BY WETHERAL ENGINEERING. TEMPORARY SEEDING NORMAL FOOL LEVEL EMBANKMENT STABILIZED WITH VEGETATION AMOUNT/ 1000 SF. 1-2 lBS. 1-2 LBS. GRASS TYPE RYE GRAIN BROWNTOP MilLET TIME OF SEEDING NOV. THRU JAN. JUNE THRU AUG. NA NA OUTLET FROTECTION PERMANENT SEEDING GRASS TYPE BERMUDA, COMMON AMOUNT/ 1000 SF. I -2 lBS. FESCUE, TAll (KENTUCKY 3 I ) 5-7 lBS. ANTI-fLOT/,TION BLOCK TIME OF ~EEDING APR. THRU JUNE SEPT. THRU OCT. FEB. THRU OCT. 25 lBS. 10- I 0- I 0 fEB. - MARCH FERTILlZATION/ 1000 SF. MAINTENANCE 1/2 TO I LB. N. NA