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P. z� i 00 v tN ti pwo w ni." z ea 7E 0 v zwz 1 , CIO, W W W Pg, tC C00 V) i Y, +a�aaasaiaaa��N#� DDio� w ol SHEET NO. k z 43 0 44 f 43 1 42 1 39 39 0 45 14 28 1 29 "I 24 25 11 26 TP'NIL 26 2 3 27 38 38 0 47 46 7 11 1 " I I" ­� 11 ?J L -If I 25 13 11 1 37 37 \11 \1 0 T ------- 315 48 6 12 0 11 1 1 1 1 1 -- 10 1_7 - I I I I (SOUTH I I I I I I i 1 11 Z) 11 1 ____ 1, t t 1, 11 1, % __l %1, 1, 1 1 1 11 1 1 1 1 ___­ - 'r- 11 ----- - ----- 30 15 16 17 1 -10 1 1 1 11 -- 1, 35 --T 8 12 13 14 4 31 36 1 CHICAHAUK 'TRAIL --------- 37 io 3 1 11, 1 34 9 35 2 3 33 LLJ 20 1 21 22 29 3 , I I I -------- t r\l " 32 1 11 33 9 23 0 ------------ 1, i - 11 ------- 7 ------------- ---------- --------- 2 3 4 5 6 2 8 7 546 1 34 ------- 54 1 543 1 542 1 13 33 1 26 31 7 io ------------- -------------- T, I I 1 11 11 32 27 1 28 1 30 1 12 ------- 1 11 i 11 1 11 11 - 11 22 2 _5 ------- ---- r 1 31 31 1 , 11 11 - .4 30 ---------- 545 29 5 30 ------ ------ ---------- 28 21 --------------- 29 6 �`\' � - 2 I 1,1 11 " 9 Lij ------- -- 27 4 29 2 18 27 34 1, 35 6 26 0 25 61� 2 Ld ------------- --------- 1 24 3 28 ',, v I i ---------------------- ------------ 19 ------ -------------- 27 ------ 3 If JO- 21 22 1 23 ------------- 1 0 ---------- 17 ------ ---- 0 2 6 cf) 25 26 9 20 I 5 - ---------- 26 18 17 COMMON 1,, 25 ------ 27 16 ------------ F 25 45 __j t 8 ------- uj 26 1 24 17 7 --------- T -------- ------ i -------- ry 536 537 53-8 23 22 1 1 24 I --------- ------ 4Z AREA ---- ---------- 7-1 V) 32 33 Ljj ----------------- 4 21 46 n 25 12 6 1, " 1 0 23 535 at Li- I I i 4 13 ALL HEAVY EQUIPMENT TO BE ct : 15 - 14 0, 9 10 4 15 47 0 4 6 1 13 1 lzr 12 ZD ------ 4 ---------------- MOBILIZED / DEMOBILIZED TO 48 26 'a THIS PROJECT ON HICKORY 5 p ESKEET 7 8 cl or 11 k 29 49 uj 5 6 -------- i TRAIL OR EAST DOGWOOD TRAIL C�l 3 13 50 12 on, B 534 2 ------- SD 11 1 1 1 I Is 1 1 ; 2 11 5 1 51 526 27 1 % 27 14 3 A- 28 4 1, ----- ---- I -t 11 1. c MMON 91 AYBERRY TRAIL -------- 9 lo W\j 13 17 5 1 1 8 1 1 ------ ---------------- 52 15 1 16 1 2 13 26 R A 4 4 *0 SID D?\'\' Za, ------- 25 0 - ----- 6 7 - ----- ------ 14 ------ --- ----- 53 24 1 1 I----------- ---------- --- ---- St I Jl' 2 10 f I --------- 5 6 9 1 3 - ----- 22 23 28 i 54 1 21 14 t 55 1 4 7 1 44 710 533 56 95 LOOP 20 1� Is 64 63 62 11 42 43 60 59 532 % 18 61 58 8 10� -------- - ------------- -------- - 531 1 7 IV ... . 6 kj.\A 65 41 T 29 530 jv 40 ORITH 80 39 30 2 38 I f 2 3 5 7 8 9 ------------------ 31 6 10 11 12 66 i 14 -A 32 Lu 4 i ! 15 ------------- 85 81 79 33 17 18 11 : 16 10, 67 19 f 9 4 15 1 7 6 84 1 83 1 82 ------ n 3 20 14 4 5 6 8 1 7 37 BEECH TREE TRAIL 0ftB;D0-E,. S, 1, 35 ALL HEAVY EQUIPMENT TO BE MOBILIZED DEMOBILIZED TO 78 C) ---------------- 3 Dlspm 22 21 ----------------- THIS PROJECT ON HICKORY TRAIL OR EAST DOGWOOD TRAIL -A OA, 36 __T -------- 69 20 - ----------- 2 7 -- ------ 70 77 3 2 19 4 5 11 8 9 10 12 13 15 16 18 6 COMMON 14 3 19 20 23 24 71 22 I --------- 18 72 73 AREA 21 25 17 26 75 17 5 11 14 1 1 1 ply 76 ------- COMMO14 16 IL HOLLY 11 18 13 so, I ii AREA I —lain 15 ty te? Ll 12 14 10 1 3 2 13 10 3 1 4 21-1 6 --j 1 12 j 2 6 7 1110 14 ------ 14 W ---------- 22 21 " ) 11 12 2 13 19f 19 7 6 5 4 22 BR ; 2 41 12 --------- 8 16 13 20 6 ---------- io 9 --- 21-2 7 15 115 HOLLY TRAIL 131 ---------- 42 r ----------- j ------------ 7 7 27 "log"I8 16 16 15 6 5 17 4 3'2 1 8 --------- 11 Z b CA 20 A D S tj I� S tj S tj� 4 16 --------- E H 1 2 A --------- 10 5 PC L 20 17 21 DICK M41TE BRIDGE 019 19 2_2 23 24 2 5 1 9 26 27 2 I I 1 1 22 ------------ 3 29 5 21 113 6 7 20 30 19 8 0 " / s 4 1 11 �7h 31 z 8 8t i I I I 18 16 '10 0 �;T -------------- q( 'R D 5 19 Of I 21 3 4 221 V()OD 6 7 IL 24 2 1 11 12 CULVERTI 2 13 14 12 2&,'29 34 ------ ------- 26 JIRIDGE 3 6 15 4 36 37 2 5 6 16 17 ­39 4 5 2 --------------- 5 6 ---------------- 2 4 3 NO HEAVY EQUIPMENT SHALL BE ; 7 5 MOBILIZED / DEMOBILIZED FOR THIS 9 �43 4 4 4 4 7 D TRAIL 0 MARINA 2 3 3 NOR TH NtikRIN SITE DUE TO WEIGHT RESTRICTIONS IN PLACE ON THE TALL PINE LANE BRI 5 3 DGE. 4 ell ? ---------------- 2 3 4 4 7 ---------- — ------ T 5 6 5 7 TALL PINE LANE BRIDGE 9 e, ji I j 2 1 10 3 2 8 4 5 SSCA 6 5 YAUPON TRAIL MARINA 11 6 0 2 3 TALL 4 el/ el 10 2 'o t/ 4 e) rl) 3 1B b 1 f 8 1A 5 9 st, Y, 5 6 3 4 el Isel e) 7 8 9 el r el e" LEGND rl el i ((' "/ / - e" EXISTING WATERS ';Ke Iell LOADING AND OFF LOADING ell I .,J e e-) el 0 0 PROPERTIES (-,J i el i j e' r r" ell I ell e, e" e" el NO HEAVY EQUIPMENT Is HEAVY EQUIPMENT ROUTE f 7 r ------------- - I e OUTSIDE CHANNEL DREDGED TO 6' T -------- - --------- --- ------- ---------- --------------- ---------- ------ - — -------------- ------- 0 --T-A-T ----- ---- --------- e j ( T ----------- *0 5' IT ------- INSID __l ------------- ------------ ------------ 0 6' ------ --------- ---------- 4 — --- — --- — INSIDE CHANNEL DREDGED T BEFOfteE YOU DfG 1 ------------ ---------- ---------- -------------------- NOTE: -- ----------- ------------ CALL TO CHANNEL "A" DREDGED TO 4' 11 7WE DATA GIVEN ON THESE PLANS IS REUEVED ------ T - ---------- �GWEIC $0A IS NOT --------------- TO BE ACCURATE, BUT THE ACCURACY GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS, LOCATIONS, 7YPES, IsCHANNEL "B" DREDGED TO 5' AND DIMENSIONS OF THE EXISTING UTIUTIES 1-800-632-4949 IF A DISCREPANCY PRIOR TO CONSTRUCTION. 10 =C�ICA�HAUKTRA�l 0 C Q52'� IS FOUND, WORK SHALL CEASE AND THE ENGINEER ARINA r NORTH C WORK MAY CONTINUE UPON ENGINEERS NOTMD. HANNEL "B" DREDGED TO 4' PROCEED. ONE CALL C NotICE TO Sri isf, 0 00 a U o 00 E 0 04 4 0 r LLJ ox u V-4 La z C5 1% 0 0 0 E #4 t vo * —1 Z w a M — V-4 LAJ 41 q AIM t uli - 1% 0 1v 05 -0th EL Q 0 CL :n Ad 0 kn �E rn COMMISSM $0. P98033.12 DM040 BY JJA,TAS DRAVN BY iL$Z Elcm CHECKED BY JJA ISSUE DATE 10/8/ F 10 SHEET i -CONTRACTOR TO TAKE ALL NECESSARY P CAU"ONS TO PROTECT EASTMIG IMPROVEMENTS. ANY SITE MOMCATtONS REtAtIREdi TO USE THE STORAGE AND:. STAGING AREAS WILL 13E THE RESPONSIBILITY OF THE CONTRACTOR AND THE CONTRACTOR WN.L BE RESPONSIBLE FOR RESTORING THESE AREAS (INCLUDING G LAptDSCAPiNG SOD' BULKHEADS, PIERS. RAMPS, FENC�I , - """ AND/GR OTHER FEATURES) TO PRECONSTRUCTION " ' .... Gl BETT T14!N DR ER. — CONTRACTOR MILL ALSO BE f -,r'--••,•�� �"• ••• •••• •4• RE' 11%nBLE FOR REPAIRING ANY UNINTENTIONAL DAMAGE TO THESE AREAS (INCLUDING BULKHEADS, kPIERS.ORAMPS.FfNCtN LANDSCAPING, SOD AND/OR FEATUIRES) THAT ARE CAUSED AS A RESULT OF NTRACTOIftS USE OF THE AREAS. IF A TREE THAT IS TO REMAIN IS, DAMAGED, THE CONTRACTOR f1 SHALL REMOVE IT AND REPLACE ty IT WITH A TREE OF THE SAME SPECIES, 2 INCH CALIPER OR � I LARGER, FROM BALLED AND BURLAPED NURSERY STOCK WHEN ACTIVITY IN THIS AREA IS COMPLETE � BEFORE YOU DIG ! CALL TOLL FREE 1--800-632-4949 �If NORTH CAROLINA ONE CALL 4AYS OF list ACTiVIM. iF SAID AGTiVI S t74iR (X}TSIDE ii1E P IMANENT VEtI 3�hTiON .,. aATES (APR. 3t}}T of TEMP- _ iI ORARY VEGEIATIG 1 �CATlG SHALL BE FOUL #4�D FOR N PLAIi6 ttHTiLTHEAiE PENT SEEDING fERI0C3. AT /� PROPOSED GRAVEL Wt rH Tiff T V TfiT I MAU BE �TABLI$IED ACCORDING TO I NOTE: f f L F r PEC�MANF T Vi TATl hi SPECIFICATIONS (SEE PERM. do TEINP. SEEDING . ° THE t3ATAf - -�GtVfN THESE "rl AA a kie% F'I ANMED SPEC'S ON THIS NIF a) 1F VKC %9VE WW OWSM OR STORMWATER RUNWI EROStO N DEVELOPS DURfM TIME OF fZTRUDE BLINKEN REVOCABLE 7 T CE f r v` [ EXISTING CONCRETE MONUMENT RiUMEfidT S� a1S1Y, LiCa'tt ON TI1� PROJECT Siff. a1#3lTlt'AL SILT FENCING SHALL INSTAL1 AS 1)ARECTR BY SO AS iC1 T TO ADJACENT 2e7 MLLCRE5T DRIVE KITTY HAW, NG 27g4q ' 50UND�s117E SOUTFIERN SHCJRES 0 EXISTING PIPE CONTROL D IL SHE PFtCtTY 9LT 1 IIETAH ON GITROL DETAIL SHEET. E d.) TIS" 0ONTROLS TO BE iNSPECIED, MAINTAINED AND REPAIRED N O �tY t ANENT maRms ARE ESTABLISHED. j BLOCK q4 LIMITS OF DISTURBANCE EXISTING WON ROD �) C. SCkt#LE: I ' PLAN �AL AND OT t APPLICABLE PERMITS, 1 OBTAIN LOT 6 0 CALCULATED POINT 2) FLAG AND/OR �I STAKE LIMITS. f 3} tK�31 PT�tCTNf)N GX91F ICE (G�wNER, cdNTR#CTOR, ENGINEER, ANp fiA TE t OFFiaLS) AT LEAST WEEK PRIOR TO START J t6,172.87 sq.#t. TEMPORARY t PIK NAIL f� Ct TRIIIvT�iDl AC�tVIT#ES. i` LIMITS OF DISTURBANCE TAB BE ACCESS RIVEMATE RIAL #) INS1 1 L SIi T F tt 16 +� Lf1Da f5 �aH01�i ON PLIW cob UTILITY P LE 5) COAL E IE GfAt�►1G , a PRt3(aURES iADE Stt> a TO PtAtI / ItNSTALL'INFlLATiON BASIN TO IX3ADE I CONCLUSION OF FINAL GRADING 6) 1i Mlk7) AFii i> RLL iA Y. / 6 tPF`' �t \,�; MICHAEL A GEOR6E 7TRU5TEE5 I TREE 6) oNcE silt is FULLY sTaBlu a I TD ESTAIAISIL FtN� GRADE AND sTABiLIZE sIDE sLGSPES. GEOROEA. d HOLE55 ROBlN50N t _ 20 BEEGHNi%T DRIVE 9) CONTACT PERSON RES3ONSKE FOR MA1NiENAMM TOM OF SOUTHERN SHORES p 750 577JRC�E✓r✓ WAY MR. PETER PASCOE. TOWN MANAGER LOBE VALLEY NJ 07053 - - - - - - - - - - - 5375 N. VA IIa DARE TRAIL ALFh1§RETTA, GA. 30022 ., \ LIMITS OF DISTURBANCE EX. CONTOURS {NAVD 88) sOUThiERN SHORES, NC 27949 50UNGtSIDE-0/fTHERN SNORES _50YN95/DE-SRN 5HORES I EMi — — — — — �TWE FltIC�G POLYMER IS A LIQUID. uQUtO (252)2s1-2344 SLOG BLOCK q4 i ---�-5 PROPOSED CONTOURS '8) PLYIdEE$ MALL ilf INJECTED INTO THE K q4 R LOT r7 ` ATANT AT THE POLYMER STATION. THIS LOT 2 -fir SILT FENCE -001MG PROCESS "LL BE SET UP " fi H THAT iT IS MANUALLY DOSED BASED ON CONTiNUA4L MOTORING OF THE TURBIDITY. AD JE (T5 TO THE RATE OF FLOCCULATION WILL 'BE 13ASED EXISTING FENCE ON TH€ FLOW/TDITY OF THE SUPERNATANTAs i F AINS THROUGH THE STATION. THE T IN PROCESS IjI L 8E MO3tT BY A TRAINED TECHNtC1AN DURING A €` ? Nl� ALL I RS OF ACTIVE DREDGING. JOHN F. d GARLIC A. EGKffi1 •-•' �' /�/ -/'�' / �'= r 2Iq HILLCREST I. RIVE BNJ.G4M1N G. 5f3A{^� I , s � •�-- -r�' ,�- / 59ME N 5HORE5, NC 2ig49 P-0. BOX 2012 �i , !'/ X S!il tl� 11 - 011 tf ftOr S KI TTY HAW, NC 2l94q — — — - -- r r - - \ - - - - - _ _ / t1,764 FT. SILT FENCE - ' - -- - _ _ - - — - _ - �% - SHORES �`- "' — - -- - -SPOIL S1OGK#'t1 J: AREA _ _ _ _ _ - 1 I - - i ��01/THE2/Sl _ _ - _ - ,' ,. _ _ BLOCK 4 t1 764 FT. SILT FEND E q4LOT 3 J ,1 f A r _ �` '_•= -� ._._ -� - _r � - ' : - �: _ � — - - - ..� \>'�''(2 10` �R H#}Pe EC�AL3�?li1ON IFiRES � :> t. ' ' i 9ET AT 11,1i7• ►itS< ",-\ \ - _ _ ' . 1/�y^ — , %/, f' %, �1Q� �,-/ _ - - - / \ --� � - - r i ..-� - - - - ' _ — - " !' - _ \ ___ _ - � y - D. �E. THE PIPE IN1At kA1�, i� > - - � ! �•_. _ - _ _ s� � .� I ' - �% /. / - / , % :� �, _ _ - =-----4�-- - `-' ! =- .,�- j2% - _-= _ - _ . \ \ �_ a �• .P[Pf8 SHALL HAVE A MIIJ#MUM OF 1 SIT OF #IOR'itAt _ 1'. `.; `� , J , _ _ \` - - _ ""`."+ �zT;A ./- - /' -,/,�, ' � - ' i'/- �/ , ''—•—� - STO:i_-- _--- --- __.._ -- --� ._- ''- - _ - �°" � ' -" � \ � - SE'PARATKIIJ AND BACKFtLl MAT�AL SYtALL 19€ t,�tPPNAC TO `,� ..�, _ \.`\ � � , "` -�. -/ ••"' - % ' SPOIL CtkR#,L AR€A ._.. - - - •- � .` r / PREVENT i}tR SHi#2T CIRCUI TIlf _S - -�.. �— ;> , � �.,, ! .�.. - --- ' / /- ' \ " '"�'%,� / /t, ^ — V IT c, r C}- a \ • '.: .� - _ SPtNt STOCK#'IL1 ALA %r - - - — — - - - - _�` - r f j/ SILT RTA1N - — -- �.- _.-'' _ {.,, f3v •� �� .^ ,. --i -. \ '�..v§-" > .bra .' ':3 a �'�r"v: _ �r — _ FL. 3%i. !'Vi. �/� \ r c. � ! / �5�...r`�'" _ ... - _... ; .-.. - `, - .- ...,.�-„_..?-^�':��.�.:. `,^:,u;-.,.�,.u�:.,-,.. ✓ ',.. ,.., ..,�r'�..:.�"#�'?i .. _.�.,'�+.,,�.. �r _ � _ . �-�\ �. � _ �\ _ �.-..,.La r�. n....sarkrn d•_�"1 - �` - - --� - - _ '/ _ '/ - � r �r � • /. �, t �. i \ ,y7. NOTES 1- APPLICANT: TOWN OF SOUTHERN SHORES 5375 NORTH VIRGINIA DARE TRAIL SOUTHERN S+IOR€S, NC 27949 TEL: (252)261-2594 i FAX: (252)261-^0452 CONTACT PERSON: TOWN MANAGER - PETER RASCOE 2. PROPERTY OWNERS: HILLGREST DISPOSAL SITE LOT 3, BLOCK 94, SOUTHERN SHORES, SOUNDSIDE BENNJAAMIN CHANDLER SPAWR P.O. BOX 2012 KITTY HAWK, NC 27949 PIN NUMBER: 9868 13 24 1121 LOT 4, BLOCK 94, SOUTHERN SHORES, SOU14USIDE JOHN F. & CAROL A. ECK 279 HILLCREST DRIVE SOUTHERN SHORES, NC 27949 PIN NUMBER: 9868 13 23 0204 LOT 5. BLOCK 94, SOUTHERN SHORES, SOUNDSIDE MICHAEL A. GEORGE TRUSTEES 20 BEECHNUT DRIVE LONG VALLEY, NJ 07853 PIN NUMBER: 9868 13 14 93M 3. PROJECT: TOWN OF SOUTHERN SHORES MAINTENANCE CANAL DREDGING PROJECT, PHASE 1 4. TOTAL PROJECT AREA (HILLCREST DISPOSAL SITE): t4.00 ACRES 5. REFERENCE MB. Z SL 268 6. SURVEY DATES: 03/03-24/05 7. DISTANCES IN U.S. SURVEY FEET 8. VERTICAL DATUM NAVD '88, BASED ON GPS RAPID STATIC SESSION, OPUS REPORT #000270167 9. THIS IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED FOR RECORDATION OR CONVEYANCE 10. SITE ZONING: RS1, SINGLE FAMILY RESIDENTIAL 11. PROPERTY IS LOCATED IN F.I.R.M. ZONE X AND AE (EL 7') (ZONES SUBJECT TO CHANGE BY F.E.M.A.) CURRENT FIRM ZONES PER FIRM MAP 3720986800J (9/20/06) NAVD 88 4 COMMSSM NO. P10027 BY ADI MAN BY OTHERS owxm BY ADI ISSUE QAiE 10 8 10 T. .-PlU--6PE5 woo- 3a-4- -64 NOTES 1. APPLICANT- 7004 OF SOUTHERN SHORES I 537 A DARE TRAJL SOUW=NC 27949 36 NIF OERTRU12E BLINKEN REVOCABLE TRUST 1787 Lill I I-ZX=T DRl1VE r BEFORE YOU ING . CALL TOLL FREE 1-800-632-4949 DRTH CAROLINA ONE CALL WIFil Jim 0" KITTY HANK, A6 27949 " PIN WM60: 98 133 23 0204 FOR Ll TYPES, n 50t1iV0 IDE-50UTHERN 3HORE5 IF A TREE 'CHAT IS TO MOM LOT 5. BLOCR 94, SOUTHERN SHORES, SOUNDSIDE AW DIMENSIONS OF, 1w UMTWS BLOCK V DISTURBANCE IS DAMAGED. TIRE CORM04TON MICHAEL A. MOM TRUSMES PRIOR TO N$71K)CI-W IF A 01-SCRE-PANCY pm17 —�T SHALL REMOVE T DRIVE Is F0WI, %WwORK SNOWL �&W AI46 THE EMNEER LOT 6 20 SMORW I I IT WITH A TW AY LONO VALLEY, NJ 07853 NMfIED. WOW A'#' 060ftM LOON ENGWERS SPECIES, 2 Ulm OALM 00 PIN NUMMER: 9608 13 14 9308 No-ncE to LARGER. FROM BAUAD AND BURLAPEID WIRSW STOCK' 3. PROJECT- TOWN OF SOUTHERN SHORES MAINTENANCE CANAL DREDGING WHEN ACTIVITY IN THIS AREA IS PROJEcT, PHASE 1 LIMITS COMPLETE OF 4. TOTAL PROJECT AREA (HILLMST DISPOSAL SITE).- ±4.00 ACRES 42 5. REFERENCE MB. Z SL 268 N/F m/F MICHAEL A OEOROE TRi6TEE5 DRIVE 20 BEECHNUT 6. SURVEY DATES: 03/03-24/05 CiEOR6E A. t HOLLY A. ROBINSONOBIN W 57MROE55 NAY' LOR6 VALLEY, NJ 07653 7. DISTANCES IN U.S. SURVEY FEET ALPHAI, A, BLOCK 94 16&A. 30022 55ON051PE-50UTHERN 5RORE5 `7 B. DATUM NAVD '08, BASED ON GPS RAPID STATIC SESSION. OPUS REPORT -c0NV51DE--5OVTlERN 55WORE5 7 BLOCK q4 LOT 5 , 'z I - -1. -L DISTUAM AW-AS IN LOT 2 SEED At THIS IS NOT A BOUNDARY 'SURVEY AND IS NOT INTENDED FOR RECORDATION OR 9. 5 30— ;N bbOAL CONVEYANCE —44 g. -5"� 10. SITE ZONING. RS1, SINGLE FAMILY RESDEN71AL -a it. PROPERTY IS LOCATED IN F.IX;M, ZONE X AND AE (EL 7 (ZONES SUBJECT TO CHANGE BY F.E.M.A.) CURRENT FIRM ZONES PER FIRM MAP 3720986800J < - It (9/20/06) NAVD 88 30 JOHN F 4 CAROL A. ECK 279 HILL0aE5T DRIVE BENJAMIN C. 5FAW ;o" NC 27144 z P.O. BOX 2012 32 KITTY HAAK, WC 27q4q - I w..P— q4 1.677 FT SILT FENCE L 1 4 -A 506NMIDE 500RE5 -WHERN A, 7- .,.Pj 32 FT. SILT Fe4m BLOCK q4 rE i� LOT 3 29 EXCELSIOR FABRIC I- � V, A 7 "�" 10 29 2a 20 \24- 27 ......... 11726 .4c \2q 25' — — - - I �26 N - 24 —24 i 24 25 -7777- 2.3 1 - I '\\ 23 4- t 22 21 21 --20 f - `�20 19 YY 'c 1. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES; 0.) AREA TO BE DISTURBED: *174,578 S%fL - ±4.00 ac. b.) ALL DISTURBED AREAS S"01169E PERMANENTLY "THIN FIFTEEN TURBING TtVI DAYS OF LAND S.IF O ACTIVITIES OCCUR OUTSIDE THE PERMANENT VEGETATION SEEDING DATES (APR. 1- S'Ep. EN ltMP- ONARY VEGETATION 'SEED"- SPEC' W'AII()N$, SHALL BE FOLIO, FOR PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT CEDING PERIOD AT WHICH TIME PERMANENT VEGETATION SHALL BE EiTA86�WW AC6AiNG TO PERMANENT VEGETATION SEEDING SPECFICATIONS (SEE PERM. at TEMP. SEEDING SPECS ON THIS SHEET). C.) IF 0 TIME OF '*$T , Fr SHALL BE to ADJACENT PROPERTY. d.) SM AND REPAIRED AS NECESSARY C S 1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. 2) FLAG AND/OR ROUGH STAKE WORK LIMITS. 3) HOLD PKSCONSTRUCTION CONFERENCE (OWNER, CONTRACTOR. ENGINEER, AND APPROPRIATE G01431VT OFFICIALS) AT LEAST ONE WEEX PRIOR TO START OF CONSTRUCTION ACTIVITIES 4) INSTALL SILT FENCING 0 LOCATIONS SHOWN ON PLAN 5) COMPLETE CLEARING AND GRUBBING PROCEDURES. 6) GRADE SITE ACCORDING TO PLAN / INSTALL INFILTRATION BASIN To GRADE. 7) ALL EROSION & SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY 8) ONCE SITE IS FULLY STABILIZED; CLEAN BASIN To ESTABLISH FINAL GRADE, AND STABILIZE SIDE SLOPES. 9) CONTACT PERSON RESPONSIBLE FOR MAINTENANCE: TIDWN OF SOUTHERN SHORES MR. PETER RASCOE. TOWN MANAGER 5375 N. VIRGINIA DARE TRAIL SOUTHERN SHORES, NC 27949 (252)261-2394 iEND J, PROPOSED GRAVEL ,P- y PROPOSED EXCELSIOR FABRIC El EXISTING CONCRETE MONUMENT 0 EXISTING IRON PIPE @ EXISTING IRON ROD 0 CALCULATED POINT A PK NAIL UTILITY POLE TREE EX. CONTOURS (NAVD '88) PROPOSED CONTOURS (NAVD, '88) SILT FENCE X—X— EXISTING FENCE WARREN B. DA V15 A- 267 HILL CRF5 T DRIVE KITTY HAWK. NC 27949 59AV951VE--50tlTHERV 50RE5 BLOCK 94 LOT I 4- 19 V, JUMITS OF DISTURBANCE -4-12 16 *11,677 FT. ------------ -1 14 13 14 V- El 13 All li —1, - - - - - 12 y r a 10 A 10 9 N, 4-- fit ds r 7 8 Is' f 6 7 6 j Ww" It 5 'O.RAINY H 2136 HAVERFOR9 DR . 0 CHE5APE4KE. VA. 2-1320 . . . . . . . . 500051DE--aalrfERN -cwoRE3 > EXCELS199 ABRI BLOCK 104 (Typly < LOT22 VL 7 4) 4- 1.5 30 7 J Y —6— p�k 2- 7 - - - - V ZML 74— 4 1 1 1 V Ir OF DIS CAW --- CONTRACTOR TO REMOVE SILT FENCE AT THE CONCLUSION OF THE PROJECT AND ONCE VIGOROUS VEGETATIVE GROWTH OCCURS. CAIVAL 7 -av 't ve 00 4- Z FERMAOMM YEGM TEM 'ORARY VEGETATION ±1,677 FT. SILT FENCE SEEDING DATES. APRIL SEPT 30 DATES: OCT. 1 MARCH 31 SEED t I APPLICATION RAMS/ACRE SEED MIXTURE APPLICATION RATES/ACRE BMA .30 LBS. RYE: GRAIN 175 LBS. UI)A 50 LBS. �n C'M "wulM FER TILl Z Ea A 3ERMAN MRIETT 10-10-10 0 750 LB/ACRE VAX vi t 1-144, \ 1, , - - M < N� 15 LBS. 7 '�IJE 20 LBS. MULC4-i CONTRACTOR TO TAKE 7ER APPLY 4,000 LB. STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NECESSARY PRECAUTI( NETTING OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY PROTECT E)GSTING UTILITIES �-10 0 5100 L19/ACW STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL UNTS OF MWR9 E GRAPHIC SCALE i,c)oo LS/AOR R STRAW BY TACKING WITH ASPHALT, 1) 15 30 60 E S*AW. ANCHO i i%L A DtSIK NTH BLADES SET NEARLY OR A rtoi 0 CAN USMiNS TAMULCH ARWORNG TOOL 7�Z 6,ANAL IN ."Kau SEAEODMG SPECIFICAEMS N#4G FILE:P9803,3.12 vor4-bamdwu I inch 30 f t- r wo. 10 z E In 1100 -ul 20 - 'c:':4, . All (D ev-4 z u ,0 6 0 z Z W ILLJ IF OA ................. 0 4;�, I cowmam mo. P980313-12 DESMED BY JJA,TAS .DRAYM BY TAS,/KCM 04ECKM BY JJA ISSUE DATE 10/8/10 .10 SHEET NO. CURLEXO SLOPE APPLICATION DETAIL AMERICAN EXCELSIOR COMPANY ARLINCTON, TEXAS TRENCHING NEEDED IF A MINIMUM OF 3'-0" IS NOT AVAILABLE AT THE CREST OF SLOPE OR IF OVERLAND FLOW IS ANTICIPATED FROM UPLAND AREAS, SEE DETAILS A STAPLE 12 11 2" O.C. ALONG BLANKET AT SLOPE -- 3' MIN. CHANGE STAPLE 12" O.C. ALONG BOTTOM OF BLANKET AT THE END OF SLOPE BLANKET TO EXTEND A STAPLES ARE THROUGH/ MINIMUM OF 3'-0" BOTH BLANKETS. es _ BEYOND TOE OF SLOPE. ND c- `" w,.. FOR BOTTOM OF SLOPE � N.T.S. SOIL PILE FROM TRENCH SLOPE TO PROTECT ST p 1 (2)10" DIA. STEEL PIPE STUBS 2" X 2" X 1 /4" SQUARE TUBING STARTING AT THE TOP AND DESCENDING VERTICALLY ON 2' CENTERS. 3/16" BOTTOM PLATE-- 3" X 3" 1 GAGE CHANNEL--v, (1)6" DIA. STEEL PIPE STUB FOR PASSIVE SKIMMER WA TWO LAYERS OF POLY SHEETING (6 MIL) MEMBRANE INSIDE THE FACE OF THE BERM MAINTAIN V-4' OF COVER OVER THE MEMBRANE, DEPTH OF COVER TO BE DETERMINED AT THE TERMINATION, SEE N.T.S. DETAIL NOTES 1. STAPLE PATTERNS ARE DEPENDENT ON SITE CONDITIONS. TRENCH APPROX. SEE CURLEX6 STAPLE PATTERN GUIDE FOR DETAILS. N.T.s. 1 ROW OF STAPLES, 12" O.C. 2 ROWS OF STAPLES, STAGGERED, 6" O.C., EA. DIR. 2 ROWS OF STAPLES, STAGGERED, 6" O.C., EA. DIR. SOIL FILLED FROM SOIL PILE I SILT FENCE DE'i AM -ANCHOR GUY (TYP.) 72" DIA. STEEL PIPE OVERFLOW STRUCTURE 3" X 3" 7 GAGE CHANNEL 3/4" X 6" EYE BOLT (TYP.) STOPLOGS SEE DETAIL THIS SHEET EXTEND MEMBRANE 2'-3' INTO THE BASIN AT THE B0170M OF THE SLOPE MEMBRANE INSTALLATION DETAIL TURNED DOWN END TO TOE MEMBRANE INTO THE BERM AT THE TOP OF SLOPE MEMBRANE SHEETING TO HAVE A 1' OVERLAP AT ALL JOINTS N.T.S L—EX7£W FU.TER FABRIC TO LINE TRMCH (µL WIES) FILL TRENCH ('r WOE z 8' BEEP ) TOP OF OUTFLOW CONTROL MEASURE O 12.00' 6" X 6" 10 GAGE CORRUGATED STEEL BACKING PLATE [TYP.] 1 /4" 3/4" 1 41 /2" , r 3/4" IIGH WATER ELEVATION TWO LAYERS OF POLY SHEETING MEMBRANE INSIDE THE FACE OF THE BERM MAINTAIN V-4' OF COVER OVER THE MEMBRANE io a 0 0 w SEED WITH 0 200' 10' 20' SEASONAL GRASSES, PLACE FUTERRA N F4 NETLESS ECB BY PROFILE PRODUCTS - _ :> _" •«. OR EQUAL IN ACCORDANCE NTH BERM SLOPE STABILITY ANALYSIS REPORT PREPARED BY CRISER - © TROUTMAN TANNER - - AND DATED AUGUST 13, _ 2010 _ - , i A SILT F ENCE -i �. f '. -!-♦ i / - - ram/ �f 1 \ \ . -; • l TYPICAL DETAIL ALL BERMS 6"X6•X5' - 3' BURIAL DEPTH DETAIL 2 A T� SIR PACED CAB E0 O DE TIED TO THE POST NEAR THE GROUND SURFACE. POSTS TO ACT AS TIE IN SUPPORTS AND DO NOT SUPPORT THE WEIGHT OF THE FLOATING CURTAINS.1 VARIES 77 $g"�i BDTTOM OF t S BAD • (-)2.0' ���j EA 12 GAGE ASPHALT COATED CORRUGATED STEEL FOR DA 94 10 GAGE ALUMINUM %� N.F.S. FOR )A 26 INSTALL ANTI -SEEP COLLAR WITH CORRUGATIONS VERTICAL s" o. c. N ry Z _ !� 10" `-1/2" X 2' SLOTTED A HOLES FOR 3/8" DIA. BOLTS NOTE: ONE HALF OF ANTI -SEEP COLLAR SHOWN OTHER HALF SAME EXCEPT SLOTS ARE VERTICAL_ EUDM N.T.S. ANTI -SEEP QQUM WA N.T.S. NOTES: 1) UNASSEMBLED ANTI -SEEP COLLARS SHALL BE MARKED 6Y PAINTING OR TAGGING WHEN NECESSARY TO IDENTIFY MATCHING PAIRS OR TAGGING WHEN NECESSARY TO IDENTIFY MATIORK 'AIRS TO SECURE A PROPER INSTALLATION. 2) A 3/4' X 1" WI07M NEOPRENE GASKET SHALL BE INSTALLED AT THE LAP BETWEEN 'THE TWO HALF SECTIONS AND BETWEEN THE PIPE AND COUPLING iBAND. THESE LAPS SHALL ALSO BE CAULKED WTH BITUMINOUS MASTIC AT THE TIME OF INSTALLATION. 3) ALL WELDS AM HfAT AFFECTED AREAS ON ZINC COATED METAL SHALL BE THOROUGHLY CLEANED AND TREATED IN ACCORDANCE WITH ASTM A760. TOP OF OUTFLOW CONTROL MEASURE 0 12.00' <I of 3" X 3" 7 GAGE CHANNEL c • j o ' z Ci SQUARE TUBING 15 2" X 2" X 1/4" [TYP.] a 4 �1)6" DIA. STEEL PIPE (BOTTOM) 0 4'0, (1)6" DIA. STEEL PIPE STUB FOR PASSIVE STUB FOR PASSIVE SKIMMER PIPE INVERT -� SKIMMER O 4.0' SPUMY EL (2)10• DIA. STEEL PIPE STUBS FOR N.T.S. CONNECTION ON TO (2) 10" HDP. EFFLUENT PIPES TYPICAL FLASH BOARD RISER DETAIL W.ETEFFLUENT PIPE BELOW THE NWL OF DETAIL 2 B C IG STREAM I L CONSTRUCT OUTER WIDTH VARIES IS ACC 0 2.1 SLOPE MINIMUM 12" TYPICAL SECTION A -A I #] us FLOATING CURTAIN DETAIL DETAIL 2C — N.T.S. CONTRACTOR TO BUILD ELEVATED WALKWAY TO OUTFLOW CONTROL MEASURE. (MAY BE SUBSTITUTED WITH GRAVEL APRON WALKWAY TO OVERFLOW CONTROL MEASURE) CONTINUE INTERJCR SLOPE 0 2.1 WIDTH VARIES PER TREE LOCATION NEW SPILLWAY RISER 161TH 96' WEIR AND 36" STUB OUT — 6' X 6" TO GAGE CORRUGATED STEEL PLATE (TYP.) SLOPE STABILITY ANALYSIS, TOP OF STABILIZATION0' CAPACITY HILLCREST PACITY AND BASIN BERM 0 14.TOP OF OUTFLOW CONTROL MEASURE 0 12.0' DISPSOAL SITE - PHASE 1- CANAL DREDGING - TOWN Of' SOUTHERN SHORES-, DATED m ' Jx AUGUST 13, 2010 2 i] BOTTOM OF OUTFLOW CONTROL MEASURE WEIR a 8:0' 1 r lPOLY TI 1 Z is MEMBRANH ENO — r -r I k + " r? l rr, f! r r f s' j r F cOA7IMG `PA¢Sstw SIPHON .'l , } TO BE USED WNEN NOT T T ! ! l n j �`: i r' i i` ACTINE,LY D EETGING el THE PASSIVE SIPHON WILL a , ` : U+— f j (� ' �, ! r , f : SIPHON THE CLEAR WATER -- -- '• % r r + r r DURING NON -ACTIVE DREDGING + �{' HOItRS. THIS DRAWING OF TILE O O ' -s- f,' t r c _ j I T ` _rr- %j J� l J Jf� f l POLISHING POND WILL II+ICREASE � 2 r ? j f f , �� ri' THE EFFICIENCY IVVE THE EDGIGING HOURS J�QQ% (2) 10' HDPe PIPES = -- + -- /111 e`! + ANTI -SEEP COLLAR - + + ' i / 1 j/ f fliF -- 1Qt4f (i) PER EFFLUENT PEE f BOTTOM ODREi bGN�TAk ET _ 5' LEDGE ' ? r AREA - WIDTH VARIES SEE PLAN SI#EE T' - _I_ } } _ _ j _ "� 3- 3 OF 6777 f OUTFLO r r 4" 3 'BOLT GALV. ' t. " t rt • " /;' y, �! + � r ! `1���' '' � �i' / J J (/ ' ° f GUY CLAMP (Typ j /� �\/ %% �✓ ir' /fit \y ''+ = / %/ , j !� t + l f f ! : r , is p =-- i ,' yt,"s��;?. /1 /\ 11�••��-{ _ .�,�! ,�- „/l f i ./ /�; j!j `�/`/� ,` `.2r i i/„$ - /- r•i t - /�„�1 �! ! �..•-� - " .r NIMBLEYE Ntd-1 MICH SCREW M04OR�..TTP. � s DETAI ell) fl SPILLWAY AW" SF NOTES: \ a ,* 1. THE CONTRACTOR SHALL FURNISH AND INSTALL FOUR ANCHORSt- /, TVrn ON EACH SIDE OF RISERS AS SHOWN 2 ANCHORS, GUY t,`I.RMPS AND GALVANIZED STEEL STRAND SHALL BE MANUFACTURED BY A.B. CHANGE CO CETITR 4UA, WD, OR APPROVE-- EQUAL 3. ALL CONNECTING HARDWARE MALL BE GALVANi= AND APPROVED B" / t � t ✓� ! 1 • ` THE CONTRACTING OFFICER. BERM DESIGN BY CRISER TROUTM.AN TANNER, SEE REPORT ENTITLED "BERIM Z