20021537 Ver 1_Site Plan_20020923

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Erosion Control Provisions: •
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` 1. PROVIDE 2Q' X 50' X 6" STONE CONSTRUCRON ~
ENTRANCE IN DRIVEWAY AS INDICATED. ~ En sneers © ~ g ~ • 107 East Second St.
2. PROVIDE 1EMPORARY SE£DlNG WHER£ WORK ~ ~ ~ ~ Planners Q Since Greenville, N.C. 27858
IS SUSPENDED OR DELAYED FOR 15 DAYS. ` - S~f+.: 1918 25 - (z) 75z-4135 Surveyors
3. THE STATE OF NDR1H CAROLINA RESERVES THE RIGHT TO 02t~r.:
REQUIRE ADDITTTONAL EROSION CONTROL MEASURES ~ A ~'n t ~N ~ 3TOR~IWAIL~R MANAGEMENT` E
SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE. ~ E k, f10S~N Cf~Nl}~OL PLAN
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' 4. S1t7GTlP/LE TOPSOIL FOR USE 1N LANDSCAPING ~ ~ J ~ ~ ~1
! JAMES 5, CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL f ~ r ST. DIES ~ ~G SEC1J~ 20 AND 21
ERO5/0N CONTROL DEVICES ON A WEEKLY BASIS AND ' C~ 1 AF1ER EACH MAJOR STORM EVENT. FAILURE TO KEEP ALL Q I DATE / SOUINPORT BRUNSWICK
EROSION CONTROL DEVICES 1N PROPER WORKING ORDER COUNTY, NOR1N CAROLINA
MAY RESULT IN A SIUP WnRK ORDER OR CI1?L PENAL1lES ~ UP 1O X5000.00 PER DAY OF VlOLA1TON. Q
6• WETLAND LINE G Y SURVEY - DRAFT EF SC ALE DRAWING N0. SNEET n ,
FLA GED B LANG MANAGEMENT /N I ' ~ ~ OUNDAR OJCTB 7. PROPOSED !s R A TER PR ~UNDAR 1 = 60 DESIGN EF CHECK W-25J``8 ~ Z JDV OF
D 1U BED AREA APPROXIMATELY 19.0 ACRfS 1 STO MW . DISTURBED AREA BOUNDARY FOLLOWS S1Ll FENCE ALONG I 1
SOUTHERN EDGE ~ Q 1 , l.EI?SED J/25/O? ADDED NORMAL HIGH WATER AND ADdUSTEO 75' OFFSET PER CAMA - f~'
j RENSED 5/IJ/O? ADDED PARKING LOT SPOT ELEVA110NS AND CUCDESAC RAD PER Dih? - E„F '
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f r POND TO ACT AS TEMPORARY SEDIM E%'ISANG o
BASIN DURING CONS /rte ~ TRJc, ,0 . r .
~ RENRN TO DESIGN DEPTHS FOLL NG ~ RL~ERS INI~ EL. 0.6~
STABIilZA AON OF UPSTREAM A E S ~ - . ~vT l -
~ ~ - EX, 24 1 ~
25 TONS CLASS B RIPR P ~ ~ ~ CULVERT ~ W/fl'L TER CLO / . r
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- ~ ~ ~ ~ I ~ - . , - G POND TO ACT AS TEMPORARY DE1FNTlON ~ ~T
8 S DU lNG CONSTRUCTION. RENRN TO DESIGN S
. DEPTHS UPON STABIUZAAON OF ALL UPSTREAM AREAS ~ INV. 7.0 ~ ~ ( O,c~ ~
M 6 TONS CLASS B h o ; ~ ~ - I I ~ ~ /S I ;
C ON \ ' RIPRAP W/ FILTER CL0 r ~ ~ ~ j , , • ~ ` . ~ l 6 1
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INV. 7. l6 ~ ' / • ~ ~ ~ i I I EXIS1iNG 18"
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INV. 7.68 4j j- ~ 6TH ~ ~ ~ 0P 0 S CLASS 8
~ ~ \ - e- RIPRAP W FILTER ~ ~ ~ 1~ ~ Q'~ ~ ~ ~ J ~ ~_..----~5 1"`~ EXISTING 18 ~ ~ - CULVERT
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PITS ~
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CON8 UC170N f. i5 'c f w' - ~ 1;: HORSESHOE
.EN 1 RANGE ~ i w - w ~ 5~ ~
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J \ ~ ~ Q 10 SPILLWAY J \ ~ ~ q A~ ~ ~
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~ ; -r .r ~ ~ ` 12 TONS CLASS A -~1~;-__ ~ ~ ,.1 ~ ~ - 14 / ~R o ; : 1~
; RIPRAP W F2 TER _ , / / 1 CLO1N 4 •l 13
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I i ~ •v~ • _ ~ , ~ . ' SILT ~ ~10-" • ~ ~ ~ PROPOSED CONIT~ '
FENCE i ~ ~ PRAPOSED OIVFRSIAN ~fRM ~ ' '
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~ ~ ~ ~ , ~ TEMPORARY - ~ ~ , , 404 WETLANDS UNE
404 LINE s 1 ~ EARTHEN ~ ~
~ 1 ) ~ ~ ~ ~ ~ .DAM
1 \ \ •r y' 1 r . ' ~ ' 75' CAMA SETBACK
/ " ~.S ~ " _
UPPC Y ~ ~ ~ _ i CHECK DAM
\ VEGETA110N ~ / NORMAL HIGH WATER
MEAN ~ HIGH W ~ \ Y s ROPOSED DISTURBED AREA
N• C A>F ~ ?11 R (ELEV
A r1oN lJN 4 ~ - OLD D/STUR
~ ) SCU 1 BED AREA ~ 1
rNp . o INIRACDASTAL W ~ Rl ATE T ~ AL WAI~'WAY
~ o - ~ PROPOSED STORMWA TER BOUNDARY
BEAVER
DAM 0!D SR~MWATER BOUNDARY , ~
CREEK SlORMWAT R MANAGEMENT NOTES GENERAL NOTES ql, ~ ~ . _ S hi
N 1. G' DENSE VECETA AVE COVER SHALL BE ESTABLISHED IN THE INFTL TRA 110N BASIN. - G'y = ~ ~ s PROPOSED D1vERS10N BERM ~q
R, 1102 i. EXISTING GROUND CONIWRS AND LOT LA RS AND i0T LAYOUT PROVf0E0 BY THE OWNER.
~j ~ T S' 2. ROADSIDE SWALE SHALL FUNCTION A E S VEGETATED FILTER AT OU]L T OF E ~i~ PROPOSED DRAINAGE EASEiNENr
ST. JAMES !NFlLTRAAON BASIN. Z DASANG GRWND CONTOURS SNONIV ARE PLANTATIpN ~ PERMITS). RS SNONIV ARE AS OF FEBRUARY, 2002, AFTER SECTION 20 HAD BEEN ROUGH GRADED (UNDER EX1SflNG f
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W1nJDE rnv rnnn"vw n/1LA It/ nYrlLllfAIIV/V UAWIV IV tJt JIAtALIZ J. MIS MAP IS A MDDJFCATfGW TD STORMWA ANTIC Wf M DENSE VEGETA AVE COVER. MIS AREA SHALL ACT AS A GRASSED FILM? INTR An WAr W TD STORMWATER MANAGEMENT PERMIT SW8010802 AND SEINMENTATI01V AND EROSION CONTROL - - - ` - NORMAL HIGH WATER (VEGETATION
ACOASjAl PRETREATMENT SYSTEM FOR THE /NRLIRAl1ON BASIN. PERMIT BR-02006. SEE RIVERS DWG / N 7IVERS DWG / W-2506.
ER wA Y 4, SEE SHEET 2 FOR IMPERVIOUS SURF ACE CALCULADONS 4. CONTRACrOR SHALL NOT DlSNRB SLOPES
SILT FENCE AS NECESSARY. )ISRM SLOPES FACING THE ICW. ANY GRADING SHALL AE INTO THE TOP OF THE SLOPES RELD AD vsr Y.
VI - CINITY MAP NOT TO SCALE
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