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r-vn YE.Rdr 9WIV m" 9.L Nr-d.ab r-VLHI IVrva, I IB"Las :s 9 J CHANNEL "B" DREDGED TO 5' S I7 -800--632-494 _,,..~_L_,~:--.~~ AND DIMENSIONS OF THE EXISTING UTILITIES r I 1 ~ t 1 I I 1 'I ; ! I ~ t ~ i 1 I 11 1 1 + 1 it ~ II F~~~
PRIOR '1 w w,s TO CONSTRUCTION. IF A DISCREPANCY i 1 j 1 ~ 1 + 1 1 i+ t ! i t ~ ~ ! + 11 ! I I ~
IS FOUND WORK SHALL CEASE AND THE / ENGINEER r NORTH CAROLINA , - r, - NOTIFIED, WORK MAY CONTINUE UPON ENGINEERS p~~* p~~n~~^{{~q t I I ' I ! LL
AIV~{~ © C? Q 1'Mk:V~RII'.U TV Y , - r F ET NOTICE TO PROCEED. ONE I ' 1 i i I I 1 i +
00 , ,250 e F ; i rr ~w~~ i 1 + i I i I tl 1 1 i i + i ! 1 i i ~
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PLOT, INFO: e r (e , r r f ~ 9 F , r r o ! ,J. 1 t .t. l l i J r` f'1 J 't~J j fr F;,! F ~f, 1 ( / f + ,x' A (,'A+rr/~`'., 1 I~ff 1!rr (l ,+r'/ ri 'I' o SHEET ~1! f f ,J # r~~1F ( + r t` 7

_ - -
CONTRACTOR TO TAKE All NfCESSARY PRE£AUTION6 T9 ~ ~ ~ 'bp'~gy ~ PROTECT EXISTING IMPROVEMENTS, ANY SITE Chi ~ . NOTES
MGDIFICAlI0N5 REQUIRED 70 USE THE STORAGE ANA - - . • `'00°Pl STAGING AREAS SS7LL BE THE RESPONS181lJTY QF THE o.. a"' ~.~~j'
CONTRACTOR WLLL BE ~/b,3¢~ / a 76 CONTRACTOR AND THE Opo}y o® RESPONSIBLE FOR RESTpRING 1HESE AREAS (INCLUOIN@ 1~7,b5' flr,,..- ~ Bq~~~g~~ yQF t Q~~ ~ ~ d. APPLICANT: TOYdN 4h SOUTHERN SHORE.; ~ 67 is ! l! CJ V ~ a 5375 NORiH VIRGINIA DARE 1i~A1L
6ULKHEAAS, PYfRS, I2AMP5, FEAICING, LANDSCAPIN@, 5@A' ~ $ ~ ~ • AND/OR OTHER FEATURES) TO PRECONSIRUCTION e' ~o°~ ~ ~ry S(k1THERN SNORES, WC 279J9 ~ ~ TEL: [phone]
CONDITION OR BETTER. THE CONTRACTOR WILL ALSO Bf - - --a= RESPONSIBLE FOR REPAIRING ANY UNINTENTIONAL ~ ~ ~ 4 FAY; (25z)zsi-aria
DAMAGE TO THESE AREAS (INCLUDING flULKHEA'DN, MYDRAU~dC GRA~tO NOTES ~1NCLUDES THE PfN#ARY PIERS, RAMPS, FENCING, LANDSCAPING, SOD AN4}/OR ANp C01!R?ARY &fTTUN£, BASIN); g ~ u~ , CALL TO~.~ ~'R~E cordTACT PERSaN: TatvN MANAGER -PETER RASCaE ' F? ~ ' ` : 2. PROPERTY O'h'NERS;
OTHER FEATURES) THAT ARE CAUSED A6 A C~SULT OF L MILLCREST D9SPOSAL
THE CONTRACTORS USE OF THE AREAS. TOTAL VQLUME GUT FROh9 EX. GRADE = t1O,927 CU.Y[SS. TOTAL VWLUME REQUIRED FOR BERM 113 X55 CU YDS ~ 1+ q qq SITE LDT 3, BLOCK 9&, SOUTHERN SHORES, SOUNDSIDE I1 i ""'$~i~-~~~""~~~Y~ P~.O.J80X 201ANDL?R SPAdRR
_ TOTAL STORAGE CAPACITY (PCflMARY 7'RiILtG BASIN= 135,755 CU,YDS. ~ A TREE THAT IS TO REMAIN ~ TOTAL STORAGE CAPACITY SECONDARY SETTkdNG BA6N = 14,693 CU.YOS. - iS DAMAGED, THE CONTRACTOR ,Q p ~ j ? ®ga ~ ~'t~ I I l ~F~~ ~ , 2 ~ , ~ ~ ~py/~ IOTTY HAlM(, NC 279+&9 \ f: ~y? 1`Yt~~ I ~ 4+~T1'd.d~~~ PfN NUPdBER: 9$6!S 13 24191
SHALL RfPAOVE IT AND REPLACE Y "F ~ LOT 4, BLOCK 94, SOUTHERN SHOT, SOUNIJ~
l7 WITH A TREE Of THE SAME I TOP OF ARM ~ 14.0° pROpOSEp GRAVEL 1. SOIL EROSION & SEDII1ENi CONTROL PLAN NOTES; TOP @F 6TORA ~ 12.0' ~ a) AREA TO B€ DISTURBED. 1173,44& eq.ft. - 13.98 ac. SPECIES, 2 INCH CALIPER OR ~t,,,~y>- dONN F. & CAROL A. ECK a79 HILLCREST ORkVE
LARGE FROM BALLED AND ~ 807TOM @F BARN +Ilf (-)2.0' b.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STAHILfZED SNiHIN FiFiEEN R, HURLAPED NURSERY STACK ~1^ DAYS OF LANb DI5TURBINO A£TlVIiIES. 1F SAiD ACTMfiES OCCUR OUTSIDE SOUTHERN SNORE;, NC aT949 PIN NU698€R: 986!s 13 a3 DT104
S°IHEN AO11VlTY iN THIS AREA 16 FREEBOARD PRO41DE4~ 2,0' ~ ~ EXfSTf~IG CONCRETE M()(VUMI=~IT a~ 1HE PERMANENT VEGETATION SEEDING DATES (APR. 1- SEP.30)THEN 7E1,iP- h ORARY VEGETATION SEEDING SPEClFlCATIONS SHAM BE FOLLOWEb FOR h OQMPLETf fN7ERIOR SLOPE = 1.5;1 N PLANTING UNTIL THE NEXT APPROPft1ATE PERMANENT SEEDING PERIOD, AT LOT 5, BLOCK 94, SOUTNERtd SHORES, SOUNDSIDE
ElETfRIOR SLOBS = 1.511 EXIST~~IG IRON PIPE WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACbORDING TO PERMANENT VEGETATION SEEDING S,°EGFlCATiONS (SEE PERM. & iEMP. SEEDING MIDNAEL A. GEORfc TRUSTEES 20 BEECHNUT pR11~ ¢ii Y
6Ef~TRJi~BLJNKr~Nfi'~I~OGABLE IL'C'~5P Q EXi~fif~G ~RpN RQa sPEG's oN THIS SHEEP). ~6dE DADA GiVfN OPd THEaE P€At~S f5 ®E~.IEhED LONG VALLEY, NJ 07853
2b7 PfJ~„L6R~T J~ a.) IF EXCESSIVE SS1ND EROSION OR STORMWATER RUNOfF EROSION DEVELOPS DURING 11ME OF CON51RBC1TON ANY LOCATION ON THE PROJECT SiTE, ADDITIONAL SILT FENCING SHALL K117Y M,ak~, NG 27944 ~ e CALCULATED POINT SE tNSTAUfD A5 DIRECTED BY ENGINEER SO AS 7C PREVENT DAMAGE TO ADJACENT ~a ACCURar~, RUB THE ACCURACY E5 NOT PIN Nu~eB€R; 988p 93 94 918oe QUARANTEED, T~6E CONTRACTOR iS RESPONS6RLE 3. PROJECT: TQ41"N aF sc9uTll€RN BMaRES MAINTENANCE aANAL DREDafNG ~;~~a '
` PRQPC92T1: SEE SILT FENCE DETAIL DN EROSION CO}dTRbL bETAIL SHEET. ~0lJTM~~N o PK NA'IL d. SOIL. EROSION AND SEDIMENTATION CONTROLS TO HE INSPECTED, MkA1N1A1NED AND Rff'AIREfl fbR VERIFYING ALL 9.~ELS, LOCAFtOAISD tYPES, PROJECT, PHA ~ AND DIP~ENSIONS OP ~'HE EXISSING UTIU~'IES
BLOCK 44 LIMITS OF DtSTURBANCf - AS NE11fSSARY UNTIL PERMANENT CONTROLS ARE ESTABUSHE6. PRIOR t0 CONS~'RUCTION> IF A DISCREPAiVCY 4. TOTAL PR4MECT AREA (H1W.CREST DISPOSAL SdTt=): f3.38 ACRES
LOT 6 ~ ~ UTILITY POLE CONS1R110TTON scHEDULE: i) OBTAIN PUSH APPROVAL AND OTHER APPLICABLE PERMITS. I 2j FLAG AND/OR RGtiCN STAKE WORK LIMITS. IS F'QtlND, FORK SNALI. CEASE APID THE ENGINEER Np'PfF1ED. WORK MAY CONTINUE UPON ENGINEERS 5. REFERFadCE M9. a, 8L. ae8
VE LENGTH RADIUS CN BR H. I5 I ~ I 3~ WO40 PRECQNS71?UCT1OPd CONFERENCE (OWNER, CONTRACTOR ENGINEER, G1 136,41 577.22 136.09 ~ 16,172,87 sR f#. TEMPQRARY f ANC? APPROPRIATE GOVERNi~ENT OFFICALS) AT LEAST ONE WEEK PRIOR TO START rQ RRACEED< 6, SURVEY DATES: 03Jar7-a4/f
C2 134.91 100,6 'p(i~ 125.04 P. OF CONSTRUCTIOII AC11W11ES. 11M1TS OF D16TURTlANCi: ABC ACCESS DRIVE, MATERIAL 7. DtSTANCES IN U.S. SURVEY FEET
C3 102.51 976,28 iD2: 70 OVED TI#f 4) INSTAW. SILT FENCING O LOCATL(NIS SHOWN ON PLAN • Bf REM AT O4 175.4b 176.26 i 175.24 ~ a~ CONCLUSION OF FINAL GRADING 9 - - - - " - " - - - ' S) Cl911P1£TE OLEARiNG AND Gf}UBBING PROCEDURES. ~ _ _ Ex. CONTaURS (NAVD ss S. VEdiflCAL DATUM NAVfl '66, BASED ON CPS RAPtfl STATIC SESSION, OPUS REP(SdT
O5 31.34 .976.28 31.34 , ~ , \ ~ ~ T 11 -b- - - ~ 6) dtADf SITE ACCORDING TO PLAN /INSTALL INFIL1RAitON BRSN TO GRADE. C6 25.751496:16 25:73 , ~ ~ _ J1~ ~ , 7) ALL EROSION r~ SfDIMENTA710N CONTROL PRACTICES SPLL BE INSPECTED ViEENLY ~q~ ,~aOD270167
C7 36 02 94.45 35:80 ~ 1 ~ ~ ` , MdLMf~L ~ TJt~?1?T1gJ ~J~'°'^""° PROPOSER CONTOURS (NAVI~ 88) ANC) AFTER H€AVY RAINFALL EVENTS. NEEDED REPAIRS WiLL EE MADE IP.!}.1EDIATELY. C8 172 91 :202.60 167.71 - - ~ 8j ONCE ATE IS pUL7.Y STAHWZED; CLEAN BASIN TO ESTABLISH FlNAL GRADE, AND STABILIZE STDE SLOPES. ~ OF'" 9. THtB IS NOT A 6(xJNDARY SURVEY AND IS tdaT tNTEAIDED FOR ~CaRDA71DN (IR G~L'4EA, $ N4LLYA. R4Blld~ON 10p CONVEYANCE
C9 76 02 154145 75.25 ~ ~ ~O ~EGMA4/T Il~'J~ SALT fEI~EE 9) CONTACT PERSON RESPONSIBLE fOR 1.iAiNTENANCE: TOWN OF SOUTHERN SHORES C10 ,118.59 142:60 115.20 L ~ ; ~ LONS VAr! L~l; NJ 0785,E LIMITS OF ttISTURBANCE 5315 ~ cINLAOpAREOWiR+*iLANAGFIt 754 ~TE55 6~AY 34422 10. SITE TaNUda; RS1, SINGLE FAMILY RESIDENTIAL
~ T _ - ~ . ` ~ ~lv~ 5c7UtMERN 51~ _ x x-- E~(tS~Fit+}G I' ENCE "~j"
i , V'A K 44 ~ s~slNZ~s4~s, Ne a7s49 • ?~1~~ M~ 11. PROPERTY Is LOCATED IN F.LR.M. zoNE x AND AE (EL a') (TONES SUB~CT To >'3t.4GK 94 CHANfE BY F.EM.A.) CURRENT FIRM ZONES PFR FIRM MAP 37atKJ868aflJ {
` - - - - ` . \ _ LOT 5 ~ , r,~ "THE FLOCKING POLYMER IS A LI@UID. LIQUID N (BI2D/a6) NAVD 88 L~-~ LOT 2 ~
- - - - - - - - - - - ~ . ` ~ \ ' , ~ ~ \ POLYMER SVf BE INFO 5170 t#iE 1~Q("`°' g~-- ` ° ` `r ~ ~ . \ \ i \ ~ LL TED
~ \ N ~ 2' ~ SUPERNATANT AT THE PIk.YMFR STATION. Tlif6 / ~ \ ~ , JOMN ~ 8 G~f~OL A. EGK FLOCKING PROGE66 YALi: 8E 6fT UP SUCH THAT --~-v..,? ~ .s ~ ? T ~ _ = iyp 1T 1S kIANUALLY t3@9f@ BASER ON OONTINUAL iv°,s~ q~~i - i
` _ _ _ - , _ ~ ~ ~ , ~ 274 MJLLC~aT DRIVE IdONITORiNG OF' THE TURd#InTY AAJUSTIAENTS , ' ~ .v~°~-^---~~- ~ Tfl THE RATE t~' FLOCCULA7Lftt~1 WILL BE BASED
' ~ / l , y ~ . ~ 50UTJ~'N SNORES, NG 27949 i r ~ ' , ' r ' + i °1 " - ' ~ • I ~~~t~~ ~~%JZN1MOJc~•G? @N THE ELOWfT1:LRBIDITY OF THE SUPLTtNATANT , ~ e4 • ' - ~ ~ , _ ~ ~AS IT PASSES 1'HROUGFI THE STATION. THE
~ / r / ~ i - h4 - ' ~ _ BL4GK 44 FL{1CCULANT iN~Ctlb'V PR6CESS WILL BE - _ 1 ` l r , - ' ' " ' ' ' r " ~ • ' l r'~ ' M@NIT@ BY A TRAINED TECH (CLAN RI ~
/ , _ - - - - - / V ` ~ , ~ _ _ _ _ ~ v° - ,~o, ° ~ ~ kll Ht~2S i1E A£T1VE [?REDGINt;. fB~Jf~MINL. 5P r,\ 1?O. BOX 2012
_ _ _ - ~t,784 Fi: 6N.T FENCE , . ' ` \ , - - - - 'i- ' - - . ~ E 2~ KJ 44 t -
- ' T' \ _ _ - ' - -SPOIL STOCKPILE AREA - ~ ° _ _ _ - . f ' - • _ _ = ' - + r
J~ , 4`..- _ -i _ - r• - ~ . ~ - ' ~ a . - - =•~1y . - ` 11,764 FT: SILT lCf BLOCK 44 ~
_ , " - - i , ~ ' ' - - -~+x""' J- ' \ _ _ . ~ `L' _ OIL CKPILf ° " _ _ _ ° SP STO ~~i \ _ \ AREA. r
/ -..ugh i _ -L',f , \ ` , ~ \ ` - \ + r 1 r Ali i f ' . ~ ' / / ' r / ' _ _ _ i .rte _ \ - 1 \ ~I. . / / - \ ~ ~ 1` ~ ~ `J ! r l \ ' _ _ k t ! ~ ° / ~
~ \ ~ _ ° • , ~ , \ _ /
' \ ~ \ , 1j' " DIPFIPIG Pl-ATFORhi ~ - ~ - ~ _ . SPOIL STOCKPILE AREA. ~ ~ - - - _ - - - ~ f, , , _ _ ~ - , _
,1 - _ ~ - - _ _ ` " SIN31l. 6TOCI9FNLE AREA' ` ~ .1 r - _ ~ . \ . - - - _ -
r ~ ~ _ \ - - y
i n ~ ._„-.u POLYkIER' STA'TfODI ~ ~'L" -....l . - " - - - ~ -ZG SILT CURTAIN - - ~ ~ 'N ` ' r , , ~ ~ I - - - - , + , ' ~ ! r ~ . ~ \ ' - - _ - - _ - -SOLID 22 OZ PVC - / ~ r , /
I 9 _ / ` - - _ ` ` - - - _ _ MfM&'tANE TO EXTEND 4' 6' _i - ! - ' / - _ , ~r ° i / - =a~a \ ~ ~ ,ALL TREES ~1THIN 'THE ~ - BELOW THE IUOUID IEVEI OF " _ - ~ / % ~ `J ~I' _~~"l,l,"~;~,l ~ ~ ~ ` ' hARTdEN~B. D,~VfS ~ ~ ~ m o
~i° I, ~ - ~ TOP OF STORAGE . THE SETTLING BASIN -I _ , / / r' ~ ~ J- ~ ~ \ \ PROPOSE#Y SECONDARY - - _ - ~ / / / + , I - - rr / - - ~ ,BASIN FOOTPRINT TO 11f _ _ O.EVATILX+1 92,0' - ,n` , ~.;.~,'J,`~l,"! " Ex ~ - _ ~ 2~7t~luc~~Tta~elt~ / ~ _ , ~ , ; ~ ' , ~ ~ ~ KlTiY ~,awK. ~c 27844 / ~ Cll ' ~ ~
' - ` - , / ~ _ - - - .,r j. / ~ RE1tOVEO COMPLETE - - - ~ - - - ' ' / , I / _ _ ' , ' TOP @F $Tf1RA{sE , , ' . ~ ~ ~ \ , \ T~'J""- - _ _ _ r ` \ ` v...~f/ r `
_ , ~ ! , x ( ~ LOT I ~ ~ cn c~v oC ro
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- - I' / - - ' Ir r / 9O' VERTICAd. DIFFUSER ~ , , , _ 'i^' _ - _ _ _ - - - ` - - " _ , , - _ _ ON ~ ~ THE / - - _ - - ~ ~ , LIMITS OF DiSTURBANOE f ~ _ - - - " " - ~ ~ ~ - ~ , ~ ~ ~ , - O 1 ~ ~ ~ ~ " ~ ~ V ~ 91 N1 M9 ~
' / ' ~ [RIkOOE PIPELINE ~ ""L"",,,., ~ \ . - , \ f , ~ ~ _ " ~ ' ~ ~ ~.e, ~ ~ ~ a~ ~ W t0
/ ~ j, i , ~ ' ~ ~ ~ d ~ ~ > fA tD
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C@NTAINNtEN7 89 r ' ~ + ' , , _ ~ 1~ ; ' r~~n FLOAT}NG SUCTION • \ / (3fE DETAIL 2Aj ' I ' + I r o ' ~ ~ ~ ~ PLATFORM (SEE 4 ~ - C{3NTAINMENT BERM ' BERM J ~ , ~ /
j~'/: , I ~ / " ~ ~ ~J - (SEE DETAIL 2A} , + , : ~ + + ~ 50' i : a DETAIL 343 ~ , s ~ - , f , ~ + , ~ , + L ` ~ : ~ ~ , i Ct1N"T+N'T BERM - ^--~m--•, ,~.,.,A I
' ` ' ~ ~ I~ ~ ~ ~ ' \ / 8" DIESET. ~ I i 5EE DETAIL 2A ~i r
I I' + ' I , ~ I , \ TRANSFER PUMP m i DIVERSION BA - 'I - - \ I i A 2C ~ EELS d r ~ ~ 1 ~ F~T ti i ~l ~ : i ~ ~ ~ , V? ,J FOR DETAIL$ ON o I ' it _ - 1 ~ , I ~ \ " ~ ~ ~ ~ ? , i ~ ~ '
' / ~1 i r + , r f \ THE D -SON - - - ~ 61LT CUR'fA1N a ~ ' ( I _ ~ t ' ' { ~ ~ BAS -SOLID 22 OZ. PVC o ~ ~ ~ ~ ~ ~
l ` 1 ~ , i` ~ 1 BECONpARY SETTllNG $ASIN y \ , ` ` \ MEMBRANE TO EXTEND 4'-6' b ~1 \ \ \ \ \ ~ "1" : , ` A.-~ / F / 1 ~ SILT CURTAIN < , . g ~ 6.
` ^ ~ 9ELQIy THE LfOUID LEVEL 0 ~ `1 _ - - . / / n THE SETTLING BASIN $ ~ , I , + ` ~ ~ ~ ~ -5(~p 22 OZ PVC ~ m f ~ 'r ~ ~
, ~ . ~ I ~ .q. m ~ ~ j ~ ~ ~ MEMBRANE TO EXTEND 4' 6' ~ I ,
\ \ ` ' 1 1 ` ~ f f \ '®m °me ~v ne ~ ` \9 m BELOW THE LIQUID LEVEL OF - ~ . ~ ;'il ~ ~ ~ , Qua , ~ ~ P RY G A D1 i / ` THE SETTllNG BASIN Q, 7 , rn , . ~ ` t i I RIMA SETTUN H S / \ ~ v. a
~ , ~c ` 1, i ' ? I ~ / iii ` i ' O DIVERSION BAFFLE c
, , , ~ < i ~ / r ~ ~ ~ ~ CONTRACTOR TO INSTALL l~~ ~ ~ / , ~ A~~i,ll` ~ ~ r1 ' \ ,A ,ti ,1 ' ~sA A S ~ J / , ' OONTA1NMfNT BERM ~ I o ~ ; ~ HEVATED WOUDEN 1GTaR TO INSTALL ~ ~@j ~ m wooDEN ~ ~ ~ ~ ~ ~ ~
~ ' / / ~ ~ L1 \ SEE DfTAiI 2A ~ 1 ~ 4 WAL1tWAY OUT TO OUTLET' ' \ ' . 1 ' ~ ~ ' ~ ~ / , ( ) ~ ~ ~ ~rsr~BOARD RISF.~' \ ~ ~ - MElk6URf ~Y auT To DunET ~ . ~ ~ ~ MEASURE ~ .
,A,A~ i _ l ( '~v ~,i . ~ °C ~ ~ / ( 1 i ~ ~ ~ ~ {5Ef DETAIL 36) ~ ~
~ ~
, /I' i' ' r ~ t ~ ~ \ ~ - / + ~ v ` , 1 ~ ~ ~ ' I' 1 _ _ / 1,
, ' GS i, ~ r' . r I\ ALL TREES WITHIN THE 1 { / ~ I \ ~ ' ~ ~ ~ , 8 -10" It#i.UENT PI SIZED BY ~ ~ r J I ~ ~ PRDFiOSED PRIMARY ~ i , ~ ~ \ ~ ~ GMESAA~AKE 1/,4.23324
: , ~ ~ r ~ r , ~ ; ~ OQI9TRACTOR ~ ~ t '"t I I ~ a / 8AS@1 pOOTPRlNT TO BE ~ ~ ~ ' ~ , i 4 i ~ , 1 ~ ~ REMOVED COMPLEiE ~ I / ' " _~j- - ` ` - ` ~ ~ 54UND5117E SRN 5H01?E5 ' - - ~ ` ~ 1
1, ~ ! t r ~ E I~ + ~g ~ J J i~ i ~ I. I V r\ , BL4cK l44 ~ ~ ( ~ r.
LOT 22
PERMITTED FUIUPtE WASTEWATER ~ ' ~ b i , ~ _ \ SYSTEM, CONTRACTOR MAY ~ I, ~ v~. © j , / ~ tt1' APP OF BERPd SS9DiH , \ •
SURCHARGE TWIT ANEA WITH SAIL . r : + ' ~ ' T ~ TAPI ` ~ + ~ ' ~ °Sl ~ ~ ~ - _ ~ ~ ' - _ ~~i -F; /'4''-..,„. , Ag / _ r ~ PROVIDER A MEMBRANE IS PI~CEO; ~ ~ ~ i ~ SYL CUR ~
ON E%ISPiNG GRADE PRIOR TO ; . , ~ ~ -STOLID 22 OZ, RUC ~ ~ ~ \ ~ " - J ~ 1 > \ ` , PLA£ltdO FILL NO EXCAVAT)ON ; r ~ , ~ ; I ~ MhRANE T9 EX'EENP 4 8: - : : ~ \ r ~ - - t~ ~ , lT ~ ~ - ~ ~ ` ` _ ~ " ~
i , MAY ppCUR 4.1TWIN THE ACTiVf BELOW TFIE UQU1@ LEVEL OF , ~ ~ , ' ~ ~ L~ , ' , \ AND REPAIR FIELD FOOTPRINT. ~ , ,I ~ : SETNO BASNd , ~ ~ ' ` , ' f \ t i ~ ~ ~ _ , ~ ~4
\ / ~ \ r I , _
, ' ~ ~ v , v r , I J,..~- I, -..w------ ~ E,~ I ~ `r~
, , '~1,,1'-~ ~ _ -
_ ~ ° ° _ _ ~ -
ti ° ~ • / ,1 , J~ RECYCLE PUMP ~ \ , "~j , I ~ ~ \ / \ ~ ~ EF7=I.UENT PIPE < V - ° , , _ \ . 1 1 \ \ ~ ISSUED FOR: QATE:
, i , ~ - - _ , , ~ r - - _ ° 2
. r
` +.y 0 _ } _ ~ ~ ~ ~ ~ _ _ _ _ i I ~ J~ ~ _ Town of
_ , \ ° , f + I . o- t ~ ~ LIMITS OF DLSTURBANOE _ ~ ~ ~ ~ ~ Southern Shores
v ~I. _ - ' + ~ S 775 IGYt9,E I:gVf, SLZED~BY ~ ~ ! / ~ ~ ,SPOIL STOCKPILE AREA. CENdTRAGTOR / ~ , f/ G};~} \ ~ - err L -
9 - ~ ~ _ + ~ EFFLUENT DISCHARGf TO „ \ r' t9 / r, ALL TREES ~L(I£AT~A WITHIN ~ ~ ~ OUTLET BELOW THE
I - . / , V ~ J,(" - _ , THE FOOTPRINT OF EITHER THE . , - ~ NORMAL WATER LEVEL _ ' , PRIMARY OR SECONDARY BASIN , , / ' ~ Southern Shores
J SMALL REMAIN AND THE , ' T 5H TA r_ _ ~ ~ / / PET?MITTfb FUTURE WASTEWATER CFNITRAC OR ALL KE ALL ~ ~ SYS7~A, CONTitA£TOR RIAY .CONTRACT \ ~ ~ North Carol In a
NEt~SSARY PRECAUTipNS TU ~ OR TO INSTALL ` Bo-10" RECYCLE LINE, S{ZED BY ~ O SURCHARGE THIS AREA WITH SOIL A FLOAiiNG PLATfbRM 70 0.00° PtKtTECT '&IfSE TREES. /t G
CONTRACTOR / PROU;DED A MEMBRANEIS PLACED ACCESS THE EFFLUENT ~ - - ? ON EXISTING GRADE PRIOR TO PIPE ENO IF SAID
: PLACING RLL NO EXCAVATION PLATFORM LS NEC~"SkRY j , ~ , _ s • ` ~ 'r~ ~ .MAY OCCUR l'41HIN THE ACTIVE TO PROPERLY OBTAIN THE ,
OONTA9T B1Bih7 ~1 ~ AND REPAIR FIELQ f00TPRiNT. 0~ ( DETAIL 2A) / T ~ / ~ , r~''-,. REQUIRED SAMPLE , `v;
~ . ~ r ~ . • err. / , " Di~p~Sal A~~rea
\ / ~ ~ 3
? 8~. ~ ~ , ~ ~ ~ , - ~ ~ ~ ~ ~ ~ ~ ti, I , COASTAL. MAPJAG _
O j,. • I~` ON ~ ~r } 6~ \ ~ 1 ~ ~ ~ ~ ` ~ ~ ELIZABETH ~ Ty ENT ' e ~ ~ t e ~ I rI
` ~ ! - ~ ` ~ ~ ~ X1,764 FT. SiLT PENCE ' \
`O 4 F v v '
v • ~ ~ r • ` ~r
~ Imo` ` I ,f
~ ~ 1 '3` REV 1
~ ~
\ \ ~ - CONTRACTOR TO TAKE ALL 11
/ ~ ~ - NEGE5SARY PRECAUT]ONS \ ' a- ' ' ~ PROT€CT EXISTING UTiLIT1ES
. f r~.nputr AT
LItVETS OF t11SSTUR~3ANfE V A.dt1;L 111V V V -1A I I A a Z)
30 © 15 30 60 16 I
Z
N 8"-10" INFLUENT . PIPE, 5'M BY CONTRACTOR W o SHEET OF
GAS ( Ilr FEET } ©ADMGAND OFF e IAApWG,AR@A f
1 inch = 30 ft.
DWG No. 0541 310

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N/b~3gGyj,{tr am ib ~~FOR~' YOU arc . g . ~~~o ~ ~ ~ ~ ? o ~ , ~'~y 1. SOIL EROSION & SEDII.4ENT CONTROL PLAN NO-TES; " a- ~ ro ~ '
' GS G3 0, ( ~ ~ rN ~ o.) AREA TO BE DISTURBED: x173,4464 sq.SL - X3.98 ac. ~ @ ~ N / ~ n ~ b.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED VhmIN FlFTEEN ~ ~ cV V n ,
..m mm ~ NOTES DAYS OF LAND DISTURBING AGiiNIIE'S. IF ,ND p.CTIUnES OCCUR OUTSIDE V O 3
I ~ J ~ CAILL TO~L N mE PERMANENT VEGETAnDN SEEPING GATES (APR 1 SEP 30jmEN TEMP- ~ ~ ~ E ~ ~ I ~ ~ ~ ~ ~ ORARY VECETAnON SEEDING SPECIFlCAnONS $HACL BE FOLLOS`tED FOR ~D J U ~ f ' PLANnNG UNTIL mE NEXT APPROPRIATE PERMANENT SEL431PdG PER40D, AT '
1. APPLICANT: TOWN OF SOUTHERN SHORES 5375 NORTH ViRGiNtA DARE TRAIL j Ii t ~ 1"i1CH nME pER64ANENT VEOETATfON SHALL BE ESTABIJSNEp ACCORDING TO ~ ~~,1 d' ~jII~ , ~ ` ! 11 ~ ~~~O~~J~~~F~~F9 PERMANENT VEGLTAnON SEEDING SF'EClF1CAnDNS (SEE PERM, & TEMP. S£EOENG e~ ~ CJ ~ ~
SOUTHERN SHORES, NC 27949 • CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS fi0 IEL: (252J261-239+1 • ~ i PI . ~ ~ ~ \ ; t ! SPEC'S ON iNIS SHEET). p P7D ~ o -
~ PROTECT EXISTING IMPROVEMENTS. ANY SITE FAX: [phone] ~ TAODIFlCATIONS REQUIRED TO USE 1HE STORAGE AND CONTACT PERSON: TOWN MANAGER -PETER RkSCOE ~ I I f~ :I c.) IE EXCESSIVE 401ND ERO~ON OR STORMYdA1Flt RUNOFF EROSION DEVELOPS DURING nME aF is ~ U ~ ~ ~ . ~f °~g~ CONSTRUCTION ANY LOCAnON ON niE PROJECT 51TE, ADPInONAL SILT FENCIP4G SHALL I
! STAGENG AREAS WILL BE THE RESPONSIBILITY OF TFiE I ~ CONTRACTOR AND THE CONTRACTOR RILL 6E 2 PROPERTY OW7TERS ~ ~~~lO Y ~?A~Q~~~ BE INSTAi:IED AS DIRECTED QY E+~~I~'~dP SO AS TO PREVENT DAMAGE 70 ADJACErBT ~ ~ ~ ~ o c '
~ HILLCREST D15POSAl. ryry RESPONSIBLE FOR RESTORING THESE AREAS (INCLUDING ~ d) PO PEROSION~ANDL SEA1M[3dTAT10N ('CNTROLS TO BE INSPECTEO,~„hAlNSiNED ~'D RFPAIRE-0 E ` ~ ~ ~ ~ ~ g° ' (T AS NECESSARY UNnL PERMANENT COh'1R01;S ARE ESTA9Lt5HE4. ; ~ gK ~ ~ ~ I SS g,) CONSTRUCTON SCHEDULE: iP ~ t,.d ~
N ry BULKHEADS, PIERS, RAhkPS, FENCING, LANDSCAPING, SOD ~ LOT 3, BLOCK 94, SOUTHERN SHORES, SOUNDSIDE unj ~ AND/OR OTHER FEATURES) TO PRECONS7AUCITON ~ PEO.JBOX 2O12ND1~R SPAWR t~ 1) OBTAIN P1AN ARPROVAL AND OTHER APPLICABLE PERA9fTS. I ~ ~
CONOI116N OR BETTER. THE CONTRACTOR WILL ALSO BE a RESPtlN518LE FOR REPA}RING ANY UNINTENTIONAL N M,II'TY HAWK, NC 27949 ;N j~ 2} PLAG ANP/OR ROUGH STAKE YdORK IJPA{T5. ~ ~ N ~p,Q~ 3) HOLD PRECONSTRUCnON CONFERENCE (Ol"dddER CONTftACTDR, EPdGINEER, CD ~
DAMAGE TO THESE AREAS (INCLUDING BULKHEADS, P{N NUMBER: 9B68 i3 24 1t21 PIERS, RAMPS, FENCING, LANDSCAPING, SOD AND/OR LOT 4, BLOCK 94, SOUTHERN SHORES, SOUNDSIDE ~"dl,9T~u ~ ~ AND APPROPRIATE GD4ERNMFNT OFFICIALS) AT L£AS't ONE kdEEK PRIOR TO START ~ I~i.9 ~ OF CQNSTEtUCRDN ACnVInES. ~
G,~k'Tl~UfIE BL1fVKEN FOGABLE 7Tt'I~JT OTHER FEATURES) THAT ARE CAUSED k5 A RESULT OF JOHN F. & CAROL k, ECK rFiE DATA GfVEfd DN THESE PLANS IS ~EUEYED 4) INSTALL SILT FENCING 6 LOCATIONS SH0199N c;N PLAN DE ACCURArEa DUr THE ACCURACY 9S NOT 5} COMPLETE CLEARING ANO GRUBBING PROCEDUPIES, r .
1~~~ NILLGT Ll~'II/E THE CONTRACTORS U$E OF THE AREAS. 279 HILLCREST DRIVE SOUTHERN SHORES, NC 27949 GUARAidTEED. THE CoNrRacrOR 15 REaPONSfBLE 6) GRADE SITE ACCORDING TO PLAN / IPiSTALI IPIFILTRAnDN BASIN Tb GRADE. f4R UERIFYPMG ALL LEVELS, t,OCAriONS, TYPES, 7} ALL ERD~oN & SEOIhiENTAnON CONTROL PRR~.nGES 611LL BE INFECTED 41EEKLY
KITTY Hr~'~, NG .Z~l PIN NUPABER: 9fl68 13 23 O~b4 54t~fl5ffl~ ?~L3UTHEIpN ~I'I(Q~J ~ IF A TREE THAT IS TO REMAIN AND AFTER HEAVY RAINFALL EVt?4TS, NEEDED REPAIRS SNl1 DE MADE IMMtZiIATELY. ~syy~re~aelF e h'-.,;a) ANp DP~iEN5tpN5 bF THE EX15riNG U&'ILfrPES e~ 8) ONCE SITE I5 FULLY STABWZED; CLEAN BA51N TO E$TABU$H FINAL GRADE, AND STABILd~E ODE ~;:OP[:S. 1? "1
_ LOT 5, BLOCK 94, SOUTHERN SHORES, SOi1NDSIDE BLOCK ~f4 ~ q IS DAMAGED, THE CONTRACTOR LIMITS OF DISTURBANCE MICHAEL A. GEORGE 1RUSiEES pRPCR ro CafdSJRUCrlaN, 1F A DISCREPANCY 9) OONTAGT PERS4SJ RESP4N516EE fOR MAINTENANCE; TOWN OF SOUTHERN SHORES P" ~ ~ ~ , , ~d~s}( S~ FOUNt}, ~V(?RK SHALL CEASE ABdD TWE ENGPNE~R PdR. PETER RA$coE, roYtN MANAGER o~
T ~ SHALL REMOVE IT AND REPLACE 20 BEECHNUT DRIVE LO 6 I't WITH A TREE OF THE SAME SPECIES, 2 INCH CALIPER OR LONG VALLEY, NJ b?853 NO'~iFIED. 6'~ORK SAY CONTPN4IE UPON Prt~GPNEER~ s37s N. vIRaNPA DARE TRAIL ~ ~ P~ ~ ~
LARGER, FROM BALLED AND PIN NUMBER: 9868 i3 i4 9308 BURLAPED NURSERY STOCK 1 PiOTPCE to PROCEED. soumERN sP1oRE5, NG z7s49 ~ ; p ~y, (252}261-2394 ~ ~ ' Q' Z c . C9
WHEN ACTINTY IN THIS AREA 15 3. PROJECT: TOWN OF SOUTHERNd SHORES MAINTENANCE CANkL DREDGING PRY~JECT, PHASE 1
I ' LtMtTS OF' DtSTURBkNCE COMPLETE . 4. TOTAL PROJECT RREA (IiNJ.CRES7 DISPOSAL SITE): 13.98 ACRES
i ,1 ~ ~3~ l ~#2~, I~ N 5. REFETtENCE ktB. 2, SL. 268 A`~ yY~~~J'~~ y °tlQ `V
I ~ ~ -3 ` ~ e MIGM,4~L A ~OR68 TF'U5TEE5 ~ - \ ~ BEBGHNIJT flltll~ 6. SURVEY DATES: 03JD3-?+t/U5 6ED~' A, d NDLII Y A Rf>BlMSCJN 14P ~ ee~e®eaesses+ae°~°®a
~ ` LCI~ +1~tLL~1; I+LI 073 7. DISTANCES IN U.S. SURVEY FEET ~ 7~D ~Dt'S5 - PROPOSED GRA~`EL
- - - - - - - . , ` 50UNfl~IflE Sf~UTHEtZN StIORES ' - \ 8. VER1ICAL DATUM NAVD '88, BASEO ON GPS RAPID STATIC SESSION, OPUS REPORT ,4L:!'N,41~'E1~1`,4, CA, 3D022 ~ ~ „ SDDtlU1VfJ5IDE aDl~t1ERN ~HQR~S ~
1 - - - - - - • , BLfJGK ~ X000270}67 ~ - ` ~ , \ ` ~ LOT 5 HLCIrvK 94 , ~ ~ ~o~ J~~ .
~ ° ~ ° SEEq dLL DISTURBED AREAS IN m 4J' L„ ' ~ ` - - - " ~ o ` , ~ ~ ~ 9. THIS IS NOT A BOUNDARY SURVEY kND IS NOT INTENDED POR RECORDATION OR _ _ ` _ ACCORD"ANCE WiIH THE 6ENERAi. ~ CONVEYANCE ~ S. 4 0. 0. NO .049
jl ~ ~.:v ` ~ ~ SEEDING SPEICFICAl10NS ! ' PROPOSED EXCELSIOR FABRIC owl°~~~
~ ` ° ~ ` , ~ ~ \ ~ 10. SITE ZOPNNG: RSt, SINGLE FAtAfLY REStDENTIAt ~ r ~ ~A , ~ ~ - Ij .-A..~.,._.__~ r I ~s ~ } ~ - = . JONNI= 8 GAd~fll I~. €GK n j; % .7 d 4iviy°o vi° chi
L' ~ ' ~ ~ - . 2791^NLLGf~T flRI Uf N. PROP~7Y IS i,0~7ED iN F1.R~f. 7sONE % Is~ID AE (EL. T) (ZONES SUBJECT TO I / - Ae N ~ . CtikNGE BY I`~ M.k.j (2IRRENT F`iITtA ZflN€S PEIi FlRM MkP 3721398680UJ ~ ~ t7 EXISTING CONCRETE MON~IMENT N Nbw~opgz~
' / r ~ r . ~5, I~IG 2i94~J $ 20.06 NAVlJ 88
/ , r, ~ ~ BLOCK 9~ ~ , 1, 1 -°,v` ~`.~---rl,I,l ' % ~i ice, 0 EXISTING IROP& PIPE ~~~ZS~~oo ~ s~ o 0
~ ~-Y" " - - a` ~ - ~ ~ , LIMITS OF LatSTURBANGE `/j s i % %'F.:-,~ ~ ~ EXISTtt~G it~7f~ E~)1~ ~ ~ 0_~2~€~~~;
' -r~ . - g'g - - _ , ~ - - ~.r, 1, , , . ~ y~ _ . _ - KITTY N,4YJK, NG 2794'4 -'r % i~i ~ j '~i. j % ~ CALCULATED Pt3#UT d ,
11,877 FT. Sp.T FENCE ~ ~ . \ : _ , _ - - - k l 1 , . . ~ - _ - _ _ SIJUNIJ~I~J~ _,OllF'HE~N 5l~Ok'~€5 ~ ~ - - -•-AA~3 ' ~ " ~ -
~I; ~ ~ - ~ - _ - - ~ . = _ ~ ~t,784 ~t. ~Lr f~iCE HLOGK 94 t ~ - _ ~ , _
3 - - - ~ \ - r ~ _ LOT ~ I ~ V 1 °
, _ _ _ s w _ ~ - - ~C
~ ~ r= ' . ~ - ~ - ~ - 1_ I-,r E>FCfLSiDR FAB~1C r ~ _ _ -7„ , - - . _ _ _P - - _ /~f ~ / ~ _ _ - ~ - - - _ EX. CONTOURS (NAND '86) ,
' v. , , ~ ^ r h ~ ~ s-
_ O _ 27 _ / , / , A ~ ~ !il~~~_.. , 1''/,jf~ ~ \ 5 PROPOSED CONTOURS (NAVt) I
- ~ _ ° . - - - - - ' ~I,;,;~ ~,,'~i ~ / \ SILT FENCE DTs
= - `fl~ ~ / ~ Der- - f,~ ? ~ ~ ` x x- EXISTING FENCE o ~ i l ' , ,
~ ~ ~ - ail ; .~4,, ~ ~ . :.,~r~ • - _ - ~ - , °
I~, ' ~ ~ < . C ` - - - - 23 < r- 2 . • , t ~ : _ 24 ' 'gi-- I , I-, ~ ~ ~ - _ ° - , - - - r _ , , , ~ - ~ , ' ~ ~ - 22 ~ ( ~ ~ 2~2 may. ~ , 4 - 3 _ \ ` r ~ ~ j , , i \ _ , ~ , ~a,~B Q~~~
~ , / ~ , ~ ~ ~ ~ ~ rcPT7~ ~ ~ /
,
_ ~ p
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r _ , a' ~ ~ ,,.qtr _ ~~5--_ - I , - ~ ~ - , f, j - 16 M,> ,
4 L1kN7S OF DIu~TWRBANt~ ~ j , - - -18 / _ ' 1+~ 1, - ~ Z~~' ~ ' - , ° ' I l v"
1 / ' 1 _ , ~ r ~ ~ -
- - - . 6 t s _ 4 ~ / ~ (1,677 F~. SiLT`F~ f , r , , .l n., , ~ . l ~ ~ " i , 1 r \ ,
I n ~ , , ~ , ~ ~ r r i , ~ _ ~ n ~ - ` ~ ~
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/ ~ ~ j , / ~ ~ ~t~' - ` r ,
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1 ~ { ~ - ~ 1 ~ ~ } P i t~~e
~ ~ I / 1
\t3~ ~ ~~s~'~ ~ ' ~/i
+ ~ , i ~ i I , ~ f ~ \ ~ _ i Ut EXCELSIO~"F' _ , b ~ ~ ~•m~ 1 ~ r,^,' y;,;V
\ 1 C _ f,
, 1, ra 1 ~ t, , ~ / ~ ~ _ ~,I _ , , ~ ~ v I ' - ~ l l ~ - - + ~ ~ ~ ~ SDUf~J~,alfl~-~D,'9Tf1>~RN 51~OiS
i , ~ ' ~ ~ f ~ ~ ~ ' EXCE aaRlc ~ ' ' \ , , \ ~ \ ~ , ~ _ \ 3 \ ~ ' LD7' 2>2
' ~ 1 - ,
/ ~ ~
\
i , ! _ _ _ , v ~ ~ , , ' r _ - ~
~ , l / I I ~ - ~ I ~ ~ ~ v ~ ~ _ - ~ ' • ~ ~ CUR LENGTH RADIO CH. BR . DIS g .
' \ ~ ~ C1 136:41 577.22... i38.O9 <L ~ ~ - ~ i ~ ~ ~ ~u ~ ~ f + C2 134:91 100.68 12544 ~
- , ' ~ ~ - ~ v' , ( 1,, ~ - , - - ~ - - - - i ~ ~ , ` ~ C3 102.51 176.28 102;48
- ~ X35.0'0' , \ ' ` - ' / ~ ~ ~ ~ ~ ~ ~ C4 78.40 176.28 ~ 175.24 ~~AT9j f - - _ \ , ~ ~ ~ + ~ C 31.341976.28 31.3$
/ , / ~ , ~ + \ ~ ~ ~ C6 25:731498.18 25,73 ' C7 6.02 94.45 35.80
p , + ~ - - ~ C8 972.91 ~D2.fi0 167.71 ~ ~ ' ' f , ` ~ ~ l~ ~ C 76.02 154.45 75:25
_ _ - - - ` - ` ~ ~ ` 1 ` - ` l ~ ~ 0 11&5 142.60 115.20 ' -i `
_ ~
- _ j C3- o_ I, ,
\ . _ _ _ I ~ ` ~ UMfT5 OF DISNRBRNCE
- - - - ~ , ~ , r / A _v - , ~ ,1 ! 1 4 ~ ,
` - . I
' ' ` ` - - \ ~ ~ GGNIRACI'OR fi0 REMOVE SILT FENCE , ~ ,
' \ / Afi THE COt1CLUSION OF THE PRO~CT ~3. ' ~ / ' ~ AND ONCE VIGOROUS VECETATiVE ~ ,r~ ,
~ GRO4Ytii OCCURS. ~ / "~,s~ r ~ , I
G' ~ 4 ~ ; - ~ ~ / ~ ~ i b.
' ~ . - 'r L=, ~ ~ r' ` ~ ~ ~ ~ / , COASTAL MA?~
~ ' ~ - - ~ ~ ~ E~IZABETN CITYENT A 1 / ~ A/~' 1 ~ }
A / / ~ . s , ' ~
. ~ ~ / ~ ~ - - - _ ~ ~ P~'R~AN ~~G~ T,~~'lO~f T~t~P RARY 'Et~PpRARY V TON S ~ - \ , ~ ~ \ ~ i , • ro ~ ~ , , , ~ ~ ` , ~ ~ ~ , ~ ~ nESIGPlgD dY
~ g~b - ~ o
` ' ~ , ' ~ r ~ ~ ~C1,877 Ei. StLT I`ENCE w m ~ - SEE€11NG PATES: APRIL 1- SEPT 30 SEEDlPVG DATES: :eot~c aATES: oeT. ~ - t~ARC~ 3a \ , ~ ~ - _ . f , , _ _ _ _ \1 > J~iA,T~S ~ DRA1~ aY
. ~ - - ` . / \ ~ . ' ~ SEED MIXTURE RPf'LICAITON RATESjRCRE SEEb I9tIX'NRE \ ?r' 'TEED 1gIIX'IiJR(v APPLICATION RATirS/AC{9E ~ ~ ~ ~ ' ~ ~ ~ \ , ~ ~J / \ ~ ^
~ . - - ' / ..,:3/ ~ BAHIA 3D Lf3S. RYE GRAIN RYE GRAIN ~ 175 mss. ~ ! ~ ~ ~ ~ , ' f , ' ~ , ~ ~ ~ ~ ~ 1 ECC~~1
` ~ . / ~ COMMON BERMUDA 50 L85. \ ~ / " ° ~ ~~NAl~ a~` (UNHUt:LEO) >~s~€uzee
\ ~~A D-10-10 ®750 l8/ACRE ~ \ ' .~v ~ / \ \ ~ ~>~cV~,t EX, iSS1~ I3AlE
' \ ~ / . ~ \ / , GERMAN M1LtETT tb LBS. 1 \r. ~ / ) FESCUE 20 LBS.
~ • ~ w 0 CTTIR 10 TAKE ALL APPLY 4,OOD LE3. v ' ~ 1 S ~ ~ ' ~
• ~ _ ~ NECESSARY PRECAUTIONS Tb 10-k0-10 ~ 5D0 l8 ACRE NETTfitVG OR A MU ~ • ~ / f; PROTECT' Ex}STING UTILITIES / APPLY 4,OOD L8. STRAW. ANCHOR STRAW BY TACKING W1TH A5P11ALT, ~ ~ NETTING OR A MULCH ANCHORING TOOL. A O1SK NA'1N BLA{3ES SET NEARLY ~ ~ ~ ~xau
t smalawr ray ac smalawr raid ac 114Ft) do a uw cu stac~u~rr~: rmnl @, . , ' i 1\ c~ ~ ~ 1,
/ I 3
LIMITS OF rn :f GRAPHIC SCALE APPLY 4,000 L$/ACRE STRAW; ANCHOR STRAWW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK SNTH BLADES SET NEARLY 60 O 45 39 STRAIGHT CAN BE USED AS tt MULCH ANCHORING TOOL
1 ~ i~h i +~'1 Z. to ~ E e.-
10
NAB GEN I SPECIFIC EcIFICATIONS
p.. IN FEET ) DRAWING ail F: P98033o12 vor2-bo".dwq 1 iueh ° 30 ft
PLOT M o.. 0 F 5 SHEE`T'S

rte.-.-~~---~--~~.i,~
STAPLE 12" O.C. ALONG CATWALK AND WATER
BLANKET AT SLOPE FLASHBOARD RISER ' SAMPLNG STATION
. ~0 ~x8 TALL ~
3° MIN. CHANGE A ~~I~` = SEED WITH
. HGWT L TRENCHING NEEDED IF A MINIMUM G W . T LE A O SEASONAL GLASSES ,
> H
OF 3 -0 IS NOT AVAILABLE AT THE FLOATfF~G PASSI )ATING PASSIVE SIPHON--m- ~ 1~ 2' ~ DISCHARGE CMF'
. „ ~ CREST OF SLOPE OR If OVERLAND ~ To 8E l TO BE USED 1N~)EN - ~ CATER STOP TOT ACTIVELY DREDGING ~ 1 . ~ .
_ FLOW IS ANTICIPATED FROM UPLAND z,,, NOT ACTIVELY a ~ `~'s~
AREAS SEE DETAILS . , ~ pA~IVE S~'HON w~LL , SIPH(IN THE CLEAR WATER wni CABLE TIE DO~NN ' ` _ TI#E CLEAR WATkR '
J~ C3LIRtNG NON-ACTIVE DRfDGN i`~ ~ ' FICURS. THIS ©RACNUIC+ ~ ~o~-acnv~ oemaNC W/SPIRAL Af~CHOR SILT FEi~CE 1HiS ©RAtN~lG ~ TWE / r' r rr ~ ~rt ~ Irrrrtr rr r rr ~ i r r'/ i j r~ j r r r i r r r r r r r r
j A6LfSHINi'r P~tD WIIL INCREI ~ i a_ ~ , " THE EFFICIENCY QF THE PEkJ N~P(NtDWIILiNCREASE TY~' t4) t r i t rr r i rr , rp r r'rr~~ri iiir~ i~ r rr'i ~ rrrrrF r r~ f'ff r i~rr~ r r r •lC1ENCY {1F 1HE PE~lp - r° ! r r r~ r r r~~ i + c r, r r? r r r r~ ~ s r i+ r i
, ,4; / ~ OtJRING THE ACTIVE DREDGIN / l i}IE ACl}VE DREDGING POLY r ° ' r r r r a ~ i ~P r er rr ~r ~ ~ SHEETING -
/ / ; MEMBRANE ~ ,
EXCELSIOR _ _ ~ , y f `
STABLIZATION ' ~ TI~G 1 y ~ .v~~ ~ ~ ~/E IS A E. ~ /„v ,
\ / ~ f~ f\ FABRIC ~ ~ r / k ~ ~ ~ A / \ ~ ~
, r,~ - a ~ ~/V ~/f~ / / i f
l
u ~ / ~ A ~l ? / \ ~ ~ / / ` ~ / ~ / f
STAPLE 12 O.C. ALONG k a: ~ , ~ ,
BOTTOM OF BLANKET
: ~ v AT THE END OF SLOPE TYPICAL FLASH DOARD RISER DETAIL
~T~ AIL 2D ,a
.
TURNED DOWN ENO
TO TOE MEMBRANE C~ fi
INTO THE BERM AT _ THE TOP OF St~O~'E
as
N.T.S.
HIGH WATER ELEVATION
' END SEAM OF BLANKETS OVERLAP 2 -4 .
s PLACE STAPLES ONE ON EACH CORNER OF
TWO LAYERS OF POLY SHEETING (6
BLANKET, 12 O.C. ALONG BLANKET END y MiL) MEMBRANE INSIDE T1*if FACE OF MEMBRANE
THROUGH BOTH BLANKETS. UPSLOPE BLANKET THE BERM MAINTAIN 1'-~' OF COVER SHEETING TO
LAPS OV ' DOWNSLOP l ER E BLAN-KEYS IN A SHINGLE AFFECT. OVER THE MEMBRANE, DEPTH OF HAVE A 1' COVER TO BE DETERMINED AT THE OVER-LAP AT
~ - ~ ~ ~ TIME OF CONSTRUCTION AwL JOINTS
FOR END R0 L L _ OVERLAP SEE
BLANKET OVE~LA~'
DETAIL ~ 2 4 ll ~ ~r
r. v \J/1 y Y ~i .1 .i W
~\~/~f ye ~ ~ j\ EXTEND MEMBRANE ~
~ / !Y m ~'-3' INTO THE BASIN
SIDE SEAM OVERLAP ~ v, .fir ^ ~ ' , ° ~ , ' , ~ ice" ~f ` ,r ..i~/ 1.. u ; AT THE BOTTOM OF
F ~ ~ _ - ~ _ SEEDETAIL ~ y~~ it r~ ~ . THE SLOPE ~ Q) ~ ~ w
m ~ , ~ ~ \ , ~ \ j ~
I~EM~RAN~ INSTAI~~.ATICN DETAIL
~ f r ~ ~ Q ~
} A j' ' i ' f ~ , ~ - : ~ ~w
! ~ ~ ~ n~~~ ~ N ACCESS WALKWAY ~ ~ ~ = ' c°
~ BLANKE O E D 4' WIDE O ~ ~ ~
~ MINIMU~1 OF 3 -0 C!
ARE THROUGH BEYOND TOE OF SLOPE. STAPLES -TROUGH 6UTLET SIDE
e - - T FOR BOTTOM OF SLOPE BOTH BLANKE S. . CO
TERMINATION SEE
DETAIL Ti-
N.T.S. 2'-D° FREEBOARD N ~ . NIGH WATER ELEVATION
N.T.S. , ~ ~ ~
TES: TRENCH APPROX. ONE LAYER OF WOVEN ~ a ~ a W
1. STAPLE PATTERNS ARE PENDENT ON SITE ONDITI DE C ONS 10 WIDE x 8 DEEP GEOTEX1tLE FABRIC INSl'ALLI=D OVER ~ °
SOIL PILE N.T.s. SEE CURLEX~ STAPLE PATTERN GUIDE FOR DETAILS. HOG WIRE THAT IS STAPLED ~ a~
FROM TRENCH TO THE WALERS 20' WOOD PILING O
•~t ! 5' OC 4
. 1.~ ;~.~i' :.li': l~ 3/8" STEEL CABLE TIE BACK ~ Q
w l 2"X4~ WALERS
Y`k 1! ~j$ 1 f
~ " ~ r . _ ~ TOP OF BLANKET _ WOOD PILE DEADMAN I INSTALLED 1' ' ~ HORIZONTALLY 2' OC
~ ° ~ i l
y. i
,;ti'~'~/' T StlPP4RT FRA~~~~G , SLOPE 0 1 ROW OF STAPLES, PoEYETHYLEI~E ` k -~v CRY"THE FOE OF vv; J /~~yV~'v~~f 'v ~ ~y ` ,
~ PROTECT 12 O.C. ENCAPSULATED FLOAT
/ ~ / ° THE LINER AND f ~ ,f / ~ y ~ r ,
2 ROWS OF STAPLES r"= ~ r . GEO~'~kTILE FA~~LC, !~~w~/~~~~~~~ ~ w v, ;
7f r+~ Y , , e ~ ~ / ; \
STAGGERED, 6 O.C., -~~"~M ~f~~
EA. DIR. r
TS ~P 1 s
SUCTION HOSE
WITH SCREEN
2 ROWS OF STAPLES, TYPICAL DETAIL DIVERSION BAFFLE {S5
STAGGERED, 6 O.C.,
EA. DIR. TYPICAL ©ETAIL FLQATINC SUCTION DETAIL 2C
TAI Torn Of
~ 1 ; , ' r , ~ ~ I SOUthern Shares
~ ~ ~ 1, i { , 11'-0° 10'-0'~- 11'-D°
a ~ S©uthern Shores
i i 'f~; ~ l ~ / .y~ _ ~ = _ ~ ~ orth ~c~rol ?n a
SOIL FILLED ~ srn~~ ~rr~€nC { ; .HIGH WATE 2'-0° FREEBOARD SEED WITH HIGH WATER ELEVATION SEASONAL LASSES
FROM SOIL PILE ^v~~'W~
TWA TWO LAYERS OF POLY _ ~ I (C I~~' S
~'~~~wc Sl SHEETING MEMBRANE ~ ! S O S CI ~ ~~e ~
STER INSIDE INSIDE THE FACE OF THE . lfl' pa LJ
BE BERM MAINTAIN 1' OF
COVER OV COVER OVER THE MEMBRANE - ,
e - SILT FENCE D ~ ~ ~ ~ ~ ~
_ el' V'~ • ' N 99 99 ~~,0 , . , it
ro
Q , /
i F~ ~ N.T.S. o
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/ : ' ~\ti;,'~~~,~ ~ . \ :~/~~,f~.~f~~~~~f~; ~~f~~~;~/~~/~~~~~,/~~~ REV 1
~ \ fv! fv~~ f fv~ rya , f % v'. ~ f ; ' A, ~ r~j~/~/~/~/ ~
AP~'~.lC~TI~IU a~TAIL ~
. \ l1 . I
EXTERI) FILTER FAMIC TO L NE Ti~E'N H (ALL SIDES) m ~ - JUL
AMERICAN EXCELSIOR COMPANY SILT FENCE DETAIL ARLINGTON, TEXAS GONIP66TED nil T IGN TYPICAL DETAIL ALL BERMS
N.T.S ( 4° WIDE x 8" DEEP ) SHEET OF NAIL 2A
COASTAL MANAGEMENT ELIZABETH CITY
DWC No-0541 3 1