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A Outlet Ener Dissi ator Foreba Size S reader 10* 1* Boz Boz Boz Dischar e Pi Z* Weir Weir 3 No. ~ cfs cfs Width ft Len th ft He' ht ft Size inches cfs Hei ht ft Len h ft cf 35 4.86 4 4 5 10 4.95 4 4 30. 30 4.17 4 4 5 10 4.26 3.5 4 25. 25 3.47 4 4 4 10 3.67 2.5 4 21. 20 2.78 4 4 4 8 2.71 3 4 17. 15 2.08 4 4 3 8 2.15 2 4 12. 2 10 1.39 4 4 4 6 1.5 3 4 8.5 3* 1/1000 of DA Level Ground Cover Re wired Dim. F 't cfs Len h ft Width ft Stone Thickness in Len h ft Width ft S reader 2'~ %Grass % Forest Com . Level S reader Level S reade ~F ~reade • 30.05 12 4 6" class B 22" 30 15 No.* cfs 13 ft/cfs 65 ft/cfs Len h* Len h ft * Len th ft 25.74 12 4 6" class B 22" 30 12 2 1.50 1.50 19.50 20 20 r ~ 21.33 10 4 6" class B 22" 30 10 17.29 10 4 3" class A 9" 22 11 12.85 10 4 3" class A, 9" 20 10 8.5 6 4 3" class A, 9" 16 8 5 0.69 4 4 4 4 0.71 3 4 4.2 *Q10 = 7.2"/hr storm intensity 4.29 6 4 3" class A 9" 12 5 *Ql = 1"Ihr storm intensity See Tans for Level S Bader ID number C~ *Q2 = Maxitrium flaw from primary discharge orifice *Q3 =Maximum flow from secondary discharge weir 'Len h = 1 x Com osite len re wired a (40) ~"Maximum Len er NCDENR DW = 44 ft/cfs ! 1 00 d x ~ EXTEND TO ~ N ~ DAYLIGHT ~a w vU Ell I 4" PERFORATED HDPE ' ~ ` UNDER DRAIN. PIPE TO OUTLET RIP RAP ENERGY BE SUPPLIED WITH Fil•TER SOCK DISSIPATOR, SEE SCHEDULE woo 400 a ;I a ~ F .Q w i LEVEL SPREADER LENGT c~ cR LENGTH LEVEL SPREADER d c LEVEL SPREADER INLET CNANNEI 4" CONCRETE LIP LEVEL SPREADER LINE WITH ';VON-WOVEN FILTER FABRIC CONCRETE LIP AND CLASS {i (3"DIA.) STONE, 6° THICK rr 3' DISCHARGE STRIP 3" LAYER OF #57 STONE - - - - - - - - - OVER NON WOVEN FILTER FABRIC ?IC c CV FLOW BIPASS BASIN LEVEL SPREADER 1 Y'. ~ #4 DOWELS ~ 5' O.C. ~ ~ ~ _ ~ CONCRETE FOOTING a~i"~.~~~:: 8" X 16" CONCRETE 4" PERFORATED HDPE FOOTING 0 Qt DISCHARGE UNDER DRAIN. PIPE TO ORIFICE 3E SUPPLIED WITH FILTER SOCK Noma LEVEL SPREADER FOREBAY LEVEL SPREADER I ~ p o- LINE WITH NON-WOVEN FILTER FABRIC LINE WITH NON-W AND CLASS A (3"DIA.) STONE, 6" THICK AND CLASS A (3"D READER INLET CHANNEL ~r~rwrr ~ ~wr NoN-WOKEN F~~,~R FABR~~ LEVEL SPREADER S E C TI O N ~S A (3"DIA.) STONE, 6" THICK CO E INLET RIP RAP ENERGY ° o DISSIPATOR, 4~W X 6'L NO SCALE co 3" DIA. CLASS A RIPRAP 9" THICK ~ ~ PLAN VIEW z~ I NO SCALE 0 I ~ I 0 1 CIS a 0 Q)..c wAh.- +fr' 3 J ~ CL Quo DISCHARGE WEIR ~ ~ c~ ~ LEVEL SPREADER T F~ ~ ~ w ms os F CONCRETE LIP ~ ,t rx i""" ~ i E i LEVEL SPREADER LENGTH ~ Q1 DISCHARGE ~f 1 DISCHARGE 4 ORIFICE • td er ~,e 0 " • .r , U p ~tx~t ~i " fj ~ ~ CONCRETE ' qss ifi tj + tr ~'r yip SIQEWALLS ~"sh; ~t ~ . e FLOW BYPASS BASiN ~ ,+e s a w s 1~ 4 4" PERFORATED HDPE giAttl t i~ drt a +Ar r~ n UNDER DRAIN. PIPE TO 'i t t• s t• + s t s~ t '~s4°F"~/~~s,+'~rsri~i'rt~rlfietl+ is ~x a y+~a e e n yR ~ r'r }ss e l x xi 1 ~ s'" s. ' ! q+i~.i ef~ i+ tf ~ f s"dit d t ' v qy i ~s x t ~ ~6 +dax f ~tsr+1"u~ q tt r~ j e e~ • t`s~ 9 st r r ~?i +S N ~ ~ded~ w d? rx + i P s N rr r fii a i s j r ~ r".1 s r fi r $ BE SUPPLIED WITH FILTER SOCK 6" PRECAST SLAB 4LF OF DISCHARGE PIPE D SEE SCHEDULE LEVEL SPREADS SPREADER FOREBAY LEVEL SPREADER INLET CHANNEL LEVEL SPREADER MIN. SLOPE Q,S~ LINE WITH NON- NITH NON-WOVEN FILTER FABRIC LINE WITH NON-WOVEN FILTER FABRIC CONCRETE FOOTING AND CLASS A ;LASS A (3"DIA.) STONE, 6" THICK AND CLASS A (3°DIA.) STONE, 6" THICK SECTION VIEW NO SCALE ~g J k, • . , c ~ n I1 p 3 w ~ ~ d.", i. r F `;ykl' i L 7 ~T~ to r '`i 417' ~ t ° n F u~~~ ~t.r4~,yz ~ ~ ,r 1 .41ti` ~ftl~rh~~'+ a vg w w<« ~ ~ t ~ .r ~ < 3 1 ~r ~ff~ 1y, b.r y~ t' f ' S. I $ 7 ~3 I J T ~'1'3~.o~-r~ ti r~ ~r1y ~ ~ .n a~M ~1. ~ ~ .~a. ~ i K - ~ .r a } F .7 ~ 'rNM1~ X ~ ~ r. , ,t r i ~ i F .9, d t 1 i ° ~~~i ~ r r 1 ~ ~ ) ~t 1 ~ r ~y ~ ~ r rnr. 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J J 1 S 1 t J ~ ~ J : ~ r J J J r J J ' l °'"t .7- _ -FG „ ~ t , t " E'~ r t~ ~ ~ { ~ 1 1 J {J f J f ` J J f t t ! j d ~ ` J d 1 J t t J J r r 1, J + ~ t 1 r ..,a t t' t< ~ 1 r' 3 ~ ~ ti 1.{ ~ ~ 7 _ e r ~ ~ ~ i ~ Lcoao T J J i 1 t r ' ! r ' e ? ,z.,ww ~ ~ ~ K ~ 1 ~'1,~ 7 ~ , v„ r ~ 1 J ' 3 t ` l t h ~,7 1 ~ 4t ~ ; r + It ~ ~ r ~ ~i~' ~ ~ 1 I. 1 ~ t. j,: , ~ ~ ~ - ~ , x . 4., ~ h ~ ~t;, ~,i ~k 7~ -w.., ~ r r ~ 9 A r ~..t / ~ i t ~ ~ 1 T I~..- , E ~o CIJ o t ~ ~ ' ' f ,r ~ / 1 ii ~r ~ x 4` y. ~ ~ ^y ~ i G ~h ;a . ' ,u.. a; e ~ a~,~. \ ..r ow o ~ i F LM "boo soon# i r i ' ~ c co U o MW) e t ~ m IMPACTS LINEAR FEET OF STREAM: 135 FT PERMANENT ZONE 1: 8,261 SF STREAM CROSSING TOP OF Hw a» zest' ~ as` c~LVERT EL ~ o~ cUI.V~RT ' OF CULVERT EL. 21Z W PERMANENT ZONE 2: 3,907 SF ~ of anvERT ' OF CULVERT EL MIN TWIN 84" CULVERTS . -84 CO R AGA D ME L F~! ~ CORRAGATED ALUMINIUM PIPE 461E ~ . a21 f t ft 46 LINEAR FEET ~ .021 ft/ft CONCRETE LEVEL SPREADERS INVERT IN: 205.50' ~N6~ INVERT ~ Et» z08,lt' T OUT EL 2# W OUT EL 204.5' 1 13FT X 1.65CFS = 22FT INVERT OUT:204.50' ~j 2. BY PASS LEVEL SPREADER (SEE LS1) DISSIPATOR PAD Q10 = 208 cfs 3. 13FT X 2.58CFS = 34FT 56' L, 23°~ CLASS 2 STONE, 27" THICK 4. 13FT X 2.99CFS = 39FT Xd z 7 2/28/07 NCDENR REVISIONS REVISIONS MWL N0, DATE REVISION DESORIPI)ON DESORIP770N BY N 1, d 1 g N } t ~i~ A r M a a r r ° } t } t r''r r , ti r t r A ~ r A r`"~ ' p 1 ~ ~ ~ , t ~ t t S S t r r A ~ ~ ` ~ r r ~ p S ` a S S A A A S 4 A 1 ~ r t 1 A A r tf ~ A p~~ S Y A 1 S , , ~ . r ~ ' rr A` f,,. y ? ~ , s J J ~ # i t t t J J f ! ! t 1 • ?ro 3 a ~ t A A 1 k s ? r r, w 1 . g i, ~ ; ~ 1,' t i A S S t t i r i t S 1 r ~r~' r 'w 1 t ~ 1V fi~ t 1 4 ~ r ? `wy ? ~ J J JJ \ i t t t 1 1 1 t 1 j ~ At~}~' \ wr ~ ,.,.._I J I J I ~ d t t ! t t 1 t I A A A A A r e 1 i S 1 r . , _ a GARaI.YM' ~1aHNSON ~`~V~NSt3N 1 +ty7p f~/r Ar~/~ J CAN~ACE `1~r ~a ~`y J , Jr r,` E t t t # t t ~ t + t t t J DACE `1+~. & r r ~ E # , , ~ V•U. {r V. 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C Pd~B t + ~•/!'7 ~ ~~wi ~J R , ? t J ~ { + t i t 1 1 t t(~ ~~1t ~~77t~ F rr ~ 1 ' ~IANGI,E x l A 1 t t t` r r r e 1• ? r ~ ti, \ a ° i ° ! t.J.~r ~~~f ~L7. ~daL r ~~V + J i # # # i i Y1 # \ r i r o t r t ~ N 1 r t r t taw j `w w " r« w J J " S k t t 1 1 t t t t # t 1 # J / f ~ 11 r tr r ` 1 t t t 1 ` ` ` r e` ~ re Ar ` r o r d~} \ t r t S S S ° e s A ~ a ` r r `w "''•r `wm °y ° r J J J t { k 4 t # t t ( t t 1 ! f t t + L >r 1nn...a~ry w~ ~ J JJ L # 1# i t t f f j { t t i t ! t L t ' rr r t~ 1 ~q / r t t t , r 1 r r r \ \ r t r i w ? ? J J E t t~~ t t f + t f i i ! t t ? J ~ 1 ~AS~I~h1T ~ U 5~9 A , t t . ° , , . , ~ J' 1 \ ~ t t A ` ° e ` e ° r t` ° \ r a as s .ft• r r t ~ ` r ` ° r \ ° ` ° 20. ' ORAlNA ERSEMfNT r ` r w + ,r/ / ~ J~ 1 1 1 t I t t ! 1 # i t t ~ # r ^*~V + .M « » .,1 v r / J ! t t / i 1 ! t 1 t t f # t w.. 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A BUC. 2ALL S WILL + w r'' rrr, , t? y~ r'r° { ` ~ w W * r ~.w? wM«. w.«'~h i ~ , S y IN r'r ? r ? ? ~ P 1 r. w PJA . 4$, PG. 374 "yw ,i~~' rr -r'" r'" +w P ! t PUN J814-32-2558 w + ? w " e, w t "fir + r ? \ w y /ry' N Mr r r ? I r t t yp ? , ww z-o r'°r rr rr rr P a r ( i ~waJ».rr* ° rr r'rrr rr t { ) S S 3. NO LOTS SHALL HAVE DIRECT ACCESS TO NC HWY 210. r r r r + , - w « W « ~ w w w « ~r " » ~ ~ ' r A r S `r ` t„ ^w»,.»w» ? , ?r !'r r w ~ ' I ! r,r w r +t t l r-%# loco ~ w ! 1 t f ,r , 4? THIS PROPERTY IS NOT LOCATED WITHIN A FEMA FLOOD ZONE PER MAP 3a7 D16+1+ ooP"'ATEa'"._ ` ` W w ww ?t ~ f / - - » ? r, t . w a r rw ? r r ti w a `w W w` ti t f ! ~ rr r r?r ~ i yt .I M PER VI Ous _-z- Jc~~Lc -ATIONS t+w t 4 1 l r r If AUGUST 27, 2003. 01 GRAPIUC, c".1 OCALE TOTAL AREA. - - • - ° ~ ~ ~ ? 60 t 0 i l J f / + r r "t y T O4AL t ~ ? Ij° r i l r ! t r 1 ° t 15% IIwf1 ;66 AC, t 2,642}360E S q. PT. c IF 100 a 100 `2 4W 15~ IM E,Rw OUS. 5. OPEN SPACE REQUIREMENT TO BE MET BY PAYMENT--IN-LIEU / t / . 1 i E I t 7 +r rw 1 1 y 9.999 AC• 396,354 'S n' , , Q „ { a l + t P t A s L .NEW PAVEME -Tr GOADVA~Y: 1 o .631 AC. 114,592# SO. FT. 01 f ! ° ° 1 ! 1 i ! 1 " r + ! + I f i t `LESS 1~ - ~ 1 P { l r r + 4 ~ 4- ASS WPERMUS AREAtFOR` REC SITE. J1275 AC. ' 12 0001= S 1 . Ft - « . r . , . , 6. ALL ROADWAYS TO BE CONSTRUCTED IN ACCORDANCE WITH NCDOT STANDARDS AN[) / i f +t / J t t ...3 ! / t t ' r 3 f ' / >1 + J t s ROMAN REh AMtING IM~'.ERi7IO.V AREA. I t 6.193 AC.' 69 6 S • FT. r + - r j e 2 Q r +.,ww 1 i I t 1 rr r SPECIFICATIONS. PROP0 ' r , f r J J t r . 1 iuL = 100 it PROPOSED IMPER OUS AR A FOR EACH LQT: = t 0.097 A C. 4' 215 ,~SQ.Fi~• r ~ M 1"5% IMI T57 IMPSR US ~cLOWABLE"' * ;8Y1DESIGN f i i I f 2 2128106 NCDENR REW51ONS s 12121106 NCDOT REWSIONS 'ENR REWSIONS MK 7. ALL LOTS TO HAVE COUNTY WATER AND INDIVIDUAL SEPTIC SYSTEMS. NO DATE REWSION DESGRIP710A ?Or REVISIONS MK ION DESCRIPTION BY