20081389 Ver 1_Stormwater Site Plans_20081009

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, Mill Subdivision t , ° ,~~r~.~ E: A, ~ t ~ ~ ~ LOPMENT NAME: Kin s . ~ EEE } . ~ ~ f ~ ~ ~ ING Mpl RD
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,1 m , o w.. PIN NUMBER: 164320-70-7837 . ~ r' ~ .m

~,i', ' i ( Q P ~C.1~ `"a, / DRAT G E 3 40 <I E ( . ~ ~ ~ EASE NT it ,I 3 j ( G f ~
TOTAL AREA: 38.963ac. ,1 ~ / ~
TO BE SUBDIVED) „ : ~ E~ ~ i I ~ I V~. ~ {J ~ E
R V~-J40 ac ~ ~ ~ t AREA IN ROAD ~ / 1 ~ 4- ~ 2~~~2 ~~.f~ "."M~~ 4 ~ ~ ~ 1'1 Js~f W ~ X34. ~ J ~ ( 902 $~,i~. ~ } ~ $ t Q ~
NET AREA: 34.223 ac / ~ ~ ~ ~ 2a,~~w ~.f~. v ~.;~u~ ,~c. ; ~ x~ ; 2~,~ ~~,f4.,, 1 596 A , ,4~Q G. _ ~ i ~ ~ 0.5 ~ ~ 0.4At;, `
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PROPOSED USE:Residential Single Family za,7w<2 ~~•f~ ; - . ' ` r° f R x~snHC unu~r w ( CL~ 3 A i i j' ~ ~ ~ ~ ~ s q t ff t ~ ~ i ~ ............w.....,......._.. ...w_.........e_ t
OF LOTS: 55 I ~ ~ ~ , N U M B E j / ~ in 7 s i ? ~ ~ PROPOSED 1' ~ ~ 1''~, s~ : = _ ~ ~ z HORSESHOE 21,7 a .ft,
AVERAGE LOT SIZE: 0.71 ac ~ is oo ( INLET BASIN / YQe ~.~s AC. z ~ ~ ~ ~ I I ~ ti , ~ ~ o
~ M LENGTH OF PROPO ~ ; . ~ ; ~ ~ ~ " ~ ROAD: 4006 If ~ ~ ~ ~ ~ 1 ~ _ SED . a A I r r ~ ~ ~ ~ D ~ , ~ ~ ~ is ~ , g a ~ ~ P N~JN _,m,~ i ~
I ~ / ~ 3 / f
ZONING: AR ~ ~ ~ ~ U ,f ° q l jfjJj
~ ~ , ' I DENSITY: 1.41 lots acre , ~ RA+NA~' PROPOSED f >F t ,~g, p ~ I ° yffj 1 ~ G~ ~
~'i' , ~ 3 ~m_ ;p0 ~ 24,737 s .if. ~ ~ ~A ~e~, ~ cr;f fl.49~~~SC. ~~,~co ~ 1 e ~ ~ 0
SETBACKS: ! i ~ ; ~ ,,~F r ~ ~ t ~ . r E / o ~ ~ F ~ , , t ~ ~ t~ t ~ J ~ r Il m
FRONT: 20 ~ ~ s E o.~40 ~ _ , ~ R P j ~ ~ _ l 123,5zi3 s ft. ~~E~ jJffjjj"`..1'~~ d ~t J ~ fJ/ f 3
, SIDE' 5 ; ~ f INV o r; ~ ~ i f ~ r~ I ~ j ~ f ~ ~ f; 177..5 r '
~ i ~ 1 t € b NCDOT ~ ~ ~ 2 ~J~i r j CORNER SIDE, 2O ~ HEADWALL: DRA AGE f I ~ ~ ~ (p f rt Jf ~ f~°M,~
~ t: ~s2,~~' 21,5x9 ~ . ,f tj U 31, s .PE. 1 ~ ~ E EMENT ' ~ ~ ~ f GDOT ~ 0.49• ~C Q.4a9 ~0, ' 0.459 A'' ~ i 75~ s ,ft. REAR: 5 s° r ~a~. f ALL ~ 2Q.0 ~~.r~. ~ , , o ~ ; ~ 2G~,G„0 ~~t. ?4 s ,1@. a( ,1 d~ f / ~ 9
f,, PRONDE SILT ~ , I ~ •t i! ENCE OUTLET t tr I
f ; i f ~ ~ ,r ROPO ~ ~ ` ~ DEVELOPER: . , ~ _ E, U oRSesH .,3, r ~ ~ 3 • .,~f ~ ~ ~ ~ ~
~ ~ _ / oo~ 7 INLET BASF}-, ~ E ~ ~ i - Marcus Edwards Development ~ ~ ~ , ~ 2D,,~D ~~.f~. - ~ ~ ~ r, J / / `
r ,I • Suite A & B `i ~ 2 416US1 ~ ~ r , a_, t ~'s € DRAINAG E
~l; f ~ 9. . ~f r f s ~ s EA ENT ~ ~ ; ~ Youn sville NC 27596 ~ ~ 0.50 , ENT _ „_,a~..,__,.,.._. .w,_,_w. ~ N N ~ f jj
f- _ : 37 -556-9007 r~~ ~ , , ` ~ ' (919) ; ~ ; - - . , f zo o~~ s .ft- ~ ~ e ; . 2o,a,e , . _ _ , 1f 3~ J ( 1 I ~ ~ (jjff ~ ! ~ jj}tJ ~ E ~ ?p~~~'~1 ~ fx
0.45 ~ ~ ~ ~ ~ 0.459 AG. k ~ _ . ~ ~ ~ , 459 A0,- ~ ---t.. ~1 ~ 1 f 7 t{f { fE ~ e..
jj ~ r~. ~ ~ ~ f ~ PT." 1° j f^ ~ .3 ~ ~ ENGINEER: r ~ ~ ~ r~,4}t7D g~.~. ~ ~ f / Y M1 4+ 1 / ~ , .w ~w I #~E ~ ; SM~UL ER , . ~ S OULDER D{TCN ~ ~ ~ ~ ~ ~ i
} / ; If ~ { S _ 13.,.. # f~~ Ua4~9 AC. s' l `iCJ ~ I 3 Q <t Crowley & Associates, Inc. . ~ I ~ ~ 5 I / • 0• I p 22,056 a~4t ,
} ~ r 20,t6q/s ,fk. I` g'L~' i! ~ , ~ 1 ~ , . ~ a 0.~0~ 3 z.~ , W a 0.43 _ ie ~ V AC, ~ ~ ~ 1 ~4" Eft ~ ~ ~ 1 ~ ~ ~ o ~ i
1906 South Main Street, Suite 122 f ~ER_ T ~ ~ 1~ PER FL ~ q ~ ca wlo~°i BITCH l ~ w _ ~ ~ ~ ro ~ ~ ~ d „~`.,.A,c•.,~.t,, ~s~ S .~1 s. s1 ,1
est NC 27587 r i; _ _ Wake For ~ 3 E , , ~ ~ ~ r . _ a M.w x ~ t ~ I A D INSTAl~K` ~ ~ ` _ ~ , ran a RIPRAP ,1~ ~ ~ ~ ~ ~a ~ ~
919 562-8860 ' ~ , . ~ t 1 ti ~ ~ ` ©.~59 IBC ~ ~ °d ' ~ ~ ~ g ~ N
M,~_.~ 8 O,Q00 sq,ft.• ~ ~ W r s ~ l ~ ~ ~ ~,I,~ o a w ~ ~ ~ I I g00p
1 3 f ~ ~ j ~ y 0.45~~~~1~. _ . C"~ 1 ~ ~ ,r ~ ~ 3 ~ "p °p EQ l m...... w... ~_~7, M~
i - ~ - x y~~ 7 - ~ ~ p{ ' sa' ~csss e,4s~ ~Nr ~ s ~ ~ Y ~ ~ ~ , ~ ~ a, ~ cs,
Aa ` s ~ f^ } ~ r f`"''I € ~ `~~I ~ f ~ € Q,OdO s . ,o ~ ? ''!1. ~y... ~ ~ t • 3 i f / ~I : 0.459 C, ~ ~ p ~ - ~ " ~ ra PA23 ~ ~ j1 ~ ~ , ~ i J ~''J jj 3
E ~ F Z I ~ +J~ 1 b ~ ~ tAY I.yY 'Z ~ r * i G........ 2~~~~~ 9Q.~~.. i ~ ~ ao ~ t ,A ~ ~e4 sq.€x. I - ; 0.499 AC
38.963 ~A 1,697,22 ~FT.,, ,li` 2 0D E ~ ~s~, ~ ~ ~ f TOTAL AREA: ~ ~ ~ . u9 ~a , F~ ~'j ~n J ~ 71 I ti r j rr+"" A S ! f t
5.84 AC. 54,`~~8 SQ. I i f , ~ t I ~ 15~ IMPERVIOUS. ~ i : ~ . I - ~ I
2.0~ ~ 8 ~ Q ~ ~ • 71.20 FT. _ E ~ ~ / _ ,a+~, ~ ~ LESS NEW PAVEMENT IN ROADWAY. , i i i ~
l ~ t 7 488 S FT, ~ 2D G ; ''m US AREA: 3.845 A . - r. -w._;~ 3 _ I REMAINING IMPERVIO l ~
E ; ~ ; - 459 ~cs~ ~ t f s ~ ~ ~ zf,;2~ ~ .ffi, , f
PROPOSED IMPERVIOUS AREA FOR EACH LOT: ,0 ~ A . X45 , ~ ~ ~ ' ~ , ~ ~
> t 5 ~ r o ~ r f s ~ ~.~~9 _c. ~ ' ~ -
_~e~. . S t ~ ~ i~ 3 f 0 ~ ~ t . E4~b3~ 1~ • Off, i . , ~ ° r to ryp.. _ _ ~ 3 t t ; , ~ , ~ i r 20,OD0 aa.fK. t ~ r
m..._~.._ ~ r Q.459/AC. , . ~ ; ; , 21,04$ ~,fte,-° 2D s~"° _ , : ~ . I ; ` , / / . ~ D AGE ;
~ 28,737 sq.ft. , _ . m. ; AC, RAIN ~ ; . - F EASE NT f t PERFOR ~ ~Y ~ o s 4 ~c. Lt fj f}fj 77 tl F 1 3 ~ ~ 3 '
Y AND TOPOGRAPHIC INFORMATION ~ _ , ~ , ~ ; c. 1. BOUNDAR E! ~ m , ,f , i F ~ 1 I ~ !
CAWTHORN MOSS 8c PANCIERA I f - 1 /J 1 1 ~ ~1
LT TO N.C. D.O.T. SPECI i TI ND 1 ~ , ~ ~ _ , / , - z ,~o~ m.w ~ Y TO BE BUI _ x•459-~. ' ~ _ ( 2. ALL ROADWA S
I DESIGNATED AS PUBLIC. ~ }t t= ~ ; : /
VIDUA E ~I 3. ALL LOTS TO HAVE COUNTY WATER AND INDI ~ ~ , , I ~ ~ G ~ i 1, : i € ~ f 1/ t~ ,r 2',5i2"sq.f#. ! ~ '
AN OR E UAL TO 0 0 0 i ~ I 4. ALL LOT AREAS ARE GREATER TH Q ~ i 25,D54 ~~.f / , ~ ~2D,7 sq,ft. ~s~~ . , i~ ~ ; ' . A.~ ~ ~ ca. ~ c. ~ c.
E 1 ~ UARE FEET. CONTOURS ARE SHOWN EVERY 2 AND', ~ I~HL CIS r / r t~ SQ ~ ~ ` ' ' / s ~ ~ ~ ~ rt ' ~ ~ ~ ~
1 ~ j ? ~ . ~ ~ ~ 7 ~ ROCK / ~ f. EVERY ~ , tl~ . ~ ~ ~ c EeK , ~ ~ 4
r r I N.C.S... 13 4 ECT ACCESS TO ..R ~ ~ ~ ~ ~ ~ . 87 NS l~` NAVE DIR NO LOTS SHALL ~ i i ~ . . _ ~ ' ~o 11,
TED WITHIN A FEMA FL~r~D 0 i' ~w ~ G ~ ~ ' 6. THIS PROPERTY IS LOCA M s ~ ' , , oaAi~GE,,f ~ 1 ~ A I , ~ ~ 1 ~ , ~ DRAINAGE ` E SEMENT
1 f / 1` PER MAP 37201642-OOJ DATED DECEMBER 2' 20 5 ~ _ ~ ' I t i ~ EASEMENT ~,~`v 3 n/ $F ~ a
I 9 9 .if. i i o`f j 7. OPEN SPACE REQUIREMENT TO BE MET BY PAYMENT-I LIB I ~ q x m"`~-~.~....~.- ~ 111
~ ~ ;z 4 i~ p,r""' , ! ' 8. PRELIMINARY WETLAND DELINIEATION PREPARED BY MI C ALL t Z ~ i ;l,' ~ fix,. ( ~ ~
} k { ? ,.28,259 s .ft. PROP ~ NMENTAL P.A. ON 9 3 2008. i ~ ~ ~ . „ 11 3 ENVIRO ~ ~ ~ t ~ O.s Ac/o sESMOE . ~ }}SS ( ppp 3 ~3 r . ( ~ ~ i
i ~ i..,. i t,, 3 3 i j ~T ASIN~ ' . 9i 733 ,P$, ~ ~ IN 9. WETLAND DELINIEATION ISOLATED TO THE NORTHEAST P 0 E ~ ~ z " u,._w„ ~ ~ F ~ ~ ~ ,
BOUNDARY. _ r, , _r: 1 2~,D~~_~~.ff. ~ ~
f I ~ rINV N~ ~ FLOW IS E DIREt`TED ° i r r ~ t ;i A~+___~".. i u„ 157~5~ ~b 1` YM DITCH 10a a ~ ~ , i
R2 ~ ~ ~ % _ r
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'E ~ ~ A~ " ~ JJ' T FES ~ ~ ~ 3 Z2, q.ff." Op { .~-'"~21~79 -2q•f#.
~ ~ ~ ; i ( r OSO /f f j// = i( J 55
i v ~ . . r9 4 3 ~ * k l ~N ~ ~ RS 0.4~G. f,'` ..1n ~
i t ~ . ~ ~ ,?„0.250 s .ffi~"'- ' f ~ NAGE, M OP, 20 ~ . EM NT '
' ~ S ENT°"""~ \ y
~ ~ i ~ v^^m+. ,,t M ~ry
' R8 1 LE SPREADER # ~ a ..-.4~-' 4~ ~ .,,,,.,.v- ; f - '
0~ I X0.89 CFS ~ ' ; f f ~ ~ 3 ,'"`"72,500 s .Ff. ~ , I NG s ~`'~zo' 0.5i 7 AC. , • ' ~-~.....~._z _
. W/ 4'x4 BYPASS?STRUC R AINA~ ` - i R ' LJP V: 141,5'„SE DETA ^~q i EASEM T 3S,00, ~ ~ a.;N ,E ~ ~
, . ~ \ , m ~ 7 t
. ~ ~ r pJ~' ~a.~ i7S,,4' 3 a~.fL. _ f I ~
LEGEND. ? ~ _.7~~ • ~ I ~ / ~ , ~ ~ ~ ; ~ ~ C
EIP -EXISTING IRON PIPE - \ , : ; . ~ E r. ° -w~ I ` ,
I EPK -EXISTING PK NAIL 1 , ~ - ~ ~
W IRON PIPE SET .w._.. ~"~~IT a NIP - N E ._,.t , ,w. ; i 20' ~~iA za
•qRi I GE "°~~~,375 sq.f~. DRAINAGE''" ,A° f R/W -RIGHT OF WAY IN T%OUTLET CHANNEL .q D iNA ~
. ~°ti. SLOP ~ .70% 6p C~ EA5 NT 1.~~~, 4,.m., ,E~SE~iENT CATV -CABLE TV BOX ~ - i 1 60TTOM I ~ ~ ~ ' ' EVELEADER ~ 3 ~ E ....1' p.~ ~ ~
EB -ELECTRIC BOX 4:a,sDESLOP t\ ~ : to = a .75 cFS ,r ~~~p V -5.96 FPS , , ; ~1 f L NG~ ='28'~--'' : • ~
F TEL -TELEPHONE PEDESTA uN w/ N~s c-35o Mar : W/ 4x4 ASS TRUCTURE '
PP -POWER POLE ~ / EN CHANNEL AT~I7EFER 2 ~ .p" i 'a ~ UP ELEV: t 5', S DETAI ~ OHL -OVERHEAD LINE ,i , ? ~ 3 r L~--r«~~ ~ ~
t ° 'i~iyBG LEVELS DER ~ 2 ~ ~i~ ~ r.%' : , Ofi0 14 CFS LP -LIGHT POLE F C u ~w.M z
F - ~ NLET~6l~TLET CHAN E ~ - WATER METER LEl ~1 _ 20' I E ~ ~ •--~sLDPE: 6.44x~ ~ ; I ~•,4~7 ~ 4x4. 1PASS' ~ UCTURE ` NLET(OU ~°CH , m~
i -T'"y 3 SLOPE 5249' 1' BOTTOM WIDTH: WV - WATER VALVE ~„r. •-fi.;~ ( LI ELE : 39.5', ~E DETAIL ~ ~ ~ 4:1 SIDESLOPES 7 ~ z.
m . } 4:1 SIDESIAffES:, , V 612 FPS r " CO -SEWER CLEAN-OUT ~ V = 5.140 FPS LINE;W/ NAG C-350 MAT
E \ ~ - UNSUITABLE SOILS LINE W/ NAG C-350 MAT ' ~ ~ ~ [
3 , -SHALLOW CONVENTIONAL SOILS ' , ~ too >ar~ ~ GRAPHIC SCALE
~'/~i! -WETLANDS ~ / • . tzneB or~~ Ae tr+AP s~aa- a-o~~7
` DA1£D DECE'kfBfR 5 t j ~ arrz- `V`'~. ~ ~ 100 0 50 100 200 400 ~
( IN FEET )
1 inch = 100 ft.
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~ Coin used Len1~ ere "orea Size ~ ~ ~ '
~ _ _ L~~'el Orrt 4 ~ ~ € ~ a £ ~a
Level i s ~ ~ Pry r , >~i~e ~ utl~- er ~s~ ator _ ~ reader i ~~ir i ~~ir . eye r . °!o of .Area _
~ ra e 1~~~ ' lecher e i e; Z°° Veir lr oe~ cfs flcs i `les ~ Lend Len Area ~s _
~ 4 a ~ n f ~ ~ t f>t i ~ ~ ' Mane ices ~ ? cfs ea hf fl L ~ {ft~ c s e ~ ~ ~ ~ ~ _ i ~ ~5 4 o. ~ cfs cis nth fl Le ~fl~ Iei ~f~ e (~n~hs~ ~ _ ~ ~ _4 ~ 94.60 _256 j q ~ 1
_ I ~ _ _ ~ _ E t ~a. 1.50 13 - - - ~ ~ ~ f F ~ ~ 39.50 4 ~ ~ I
_ _ _ _ _ ; i I ~ ~ ~ w~
~ ~ _ _ _ _ _ _ _ ~ 3 2e15 1 1 27.95 2 4 ~ i 3
i _ _ ~ ~ 21.33 10 ~ 6" class B, 22" ' ' ~ ~ 4 10 ~ 2.95 ~ 2.20 4 21.30 2.95 _ _ _ _ ~ _ _ ~ _ _ I _ _ ~
' S ~ ' 4 3'° cla s A 9" 4 4 ~ 2,71.: 1.'74 ~ 4 1.7.29 10 s 9 20 2.7 _ , ~ _ ~ _ _ _ _ I ~r z y ~ 3
j q j I ~ C~
3 ~ ul ~ ~ t ~.a l ~ 1,~~, ~ a 1 class :~a 9 - _ ~ ~ I i M ,ear r ~ s@ _ _ r i
I _ _ ~ _ _ _ _ , _ I ~ I f, 4.29 6 4 3" class A 9" ~ O
5 0.(~9 4 4 4 0.71 I 2.50 - - ~ 1 ~ 1 ~ ~ ~ / t
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I _ _ _ ~ _ _ _ ~ L vel reader 11) n~~rnr jj3 3 ~ f t ?
ice plans .for . e p _ _ _ _ _ - _ _ 3 ,
* fee lane for Level ~ reader LIB n X1.0 7.2 /fir storm ~ralenstty _ _ _ _ _ _ _ t _ A ~rcader III number _ _ _
1 ~ ~ ~~Len th = 1 x Com Delta len th 1 1 Ihr storm ~ntns~ty _ _ _ _ _ _ _ osite ien~th required I ,
- g--_ p = r r~rna disct~ar e orifice 2 a~mum flow f o p rY _
. _ _ g~3 = a~~mum flow :from secondary dxschare weir _
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I i i ~ EXTEND TO E
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I DAYLIGHT I 3 E 3,
1 i ~ , I II
3 t i ~ ~ €
l ? 4" PERFORATED HDPE 1 ~ . iq~.pn' \ V
1 '~t ~ j UNDER DRAIN. PIPE TO W ~ Uri ~
~ ` BE SUPPLIED WITH FILTER SOCK OUTLET RIP RAP ENERGY 1 f iy ~ cd ~ "~b
E DISSIPATOR, SEE SCHEDULE . ~ ? ~ ~
~ t ~
F LEVEL SPREADER LENGTH 1 ~ 3 LEVEL SPREADER rf ~ ~ U v
LEVEL SPREADER INLET CHANNEL 4" CONCRETE LIP ~ ;
LEVEL SPREADER , 2 LINE WITH NON-WOVEN FILTER FABRIC ~ ~ ~ ~
CONCRETE LIP i AND CLASS A (3 DIA.) STONE, 6 THICK ~ ~ ~ ~ ~ ~
h ~ , ~a 6" ABOVE ORIFICE ~ ~
1 °VL I{\ i }~4; ELEVATION 3~ DISCHARGE STRIP ~ ~ ~ ~ ~ ~ p E
~ ~ t i I w ~ 1 ~ 3 LAYER OF ~57STONE ~ ~ ~ ~ ~
L ...................................~.........................,,~..m.:.... ~ f J OVER NON WOVEN' FILTER FABRIC ~ ~ ~ , ~ o ~ ,
n 7.. .r_ t a i r 4 .,...,_~m~.,.W, 0
i ( a~ ~ I - ~~.w... ...~,_m.. _ _ F, ( E ham' ~ ~ ~ ~ i~'" Q1~U) a v ~I.~g.,,~.. f~ l1 , 1 y 3 € l ~3 v ~ 3
t 3 I ~ ~ ~ ~ fi a •l j+
I I I it f 4 ~r \ LEVEL SPREADER ,DER I ~ ~ DOWELS C~ 5' O.C. 1
I ~ s FLC1W BYPASS BASIN r---- f . ~ i I . ~ _ ~ _ e _ ~ _ ~ CONCRETE FOOTING DOTING PERFORATED SCHED 4Q OR 1- :..A ~ w
. m_ _ 3...~._.€ mm... { SDR 35 PVC UNDER DRAIN. PIPE TO ~ ~ ,I
~ t BE SUPPLIED WITH FILTER SOCK. f ~ 8 X 16 CONCRETE ~
! i 1 ! PERFORATIONS TO BE 6 ON CENTER, FOOTING ~ I A MIN OF 4 ROWS, AND 3~6-INCH IN DIA. i
1 ~ I Q1 DISCHARGEw Fi MINIMUM SLOPE OF 1%. ~
~ i ORIFICE _w _ MIN OF 3" OF WASHED X57 ABOVE
F AND ON EACH SIDE OF THE PIPE i j ,.,=W
LEVEL SPREADER FOREBAY~ LEVEL SPREADER INLET CHANNEL {STONE NOT REQUIRED BELOW THE PIPE), I
i LlNE W[TH NON-WOVEN FILTER FABRIC LINE WITH NON-WOVEN FILTER FABRIC n fa. i`
~ " AND CLASS A 3"DIA, STONE 6" THICK AND CLASS A (3 DIA.) STONE, 6 THICK ( ) , i t ~ ~ ~ ` [ i E,m..~ P ~ l ~
. E E ~
TRIP RAP ENERGY INLE ......._.<...<.< _.....r..._ _u..... j ~ t
I.. DISSIPATOR, 4'W X 6'L - ~ - NO SCALE I
3 DIA. CLASS A RIPRAP ~ ~ ( 9" THICK '
I f 3 ~
l i 1 E ~ E `i j ' r r y i
i I 1 \ { ~ f ~ i ' i1 c, j E
9 1 ~,Z Y 7 i 3_.... { i
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1 i I 3 ............................Y.... E
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j )3 ~ } 3 .
3
3 7
1
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3 8
~ GE Q10 DISCHAR r
~ ~ WEIR ~ ~ LEVEL SPREADER ~
~ F CONCRETE LIP 1
~ ~ ~ LEVEL SPREADER LENGTH ~ ~ ~
~~~m>I ~ w Q1 DISCHARGE C;x:. 1 DISCHARGE
~ ~ ~ ORIFIGE `h~~' (~;;n' 0 ~ ,
~ . ~ x ems.. c~ I 6" CONCRETE ; ~ ~ t: I
~ SIDEWALLS w , e
~ FLQ4Y BYPASS BASIN - ,,w. U? I I ~ Q ,~4" PERFORATED HDPE ~ ~ I
m ~ I I E .v e, . - - - - UNDER DRAIN. PIPE TO
~ . - - - - BE SUPPLIED WITH FILTER SOCK i
C" PRECAST SLAB...-,-'"
~mm.. 1\ ~q a
4 LF OF DISCHARGE PIPE
D {SEE SCHEDULE) LEVEL SPREADER FOREBAY LEVEL SPREADER INLET CHANNEL T CHANNEL LEVEL SPREADER CONCRETE FOOTING 00 ~ ,~P!~~'®~'~'~
~ I~IN, SLOPE ~J.S~ LINE WITH NON-WOVEN FILTER FABRIC LINE WITH NON--WOVEN FILTER FAB J FILTER FABRIC aR ~ j
AND CLASS A (3"DIA,) STONE, 6" THICK AND CLASS A (3"DIA,) STONE, 6" f STONE, 6 THICK. a ~ ~,os
)1 3 I
3 M m,,.u 4. s F. l i ` ) 4 i.~~ 1
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13 ~ ~ / ~ f ' ~ ~ ~ f 1 `
1 ~ ~ ' 1 ~ r ~ ,,a I ~ ~ _ l ~ ~
i ~ F r r r ~ ~ 4, i E s+" P _ ~ ~ m,.,...,_w r" t r mu ~ ~ y t' ~ ~i ~ lS t i
i ~ t ~ ~ r s S ~ / r ~ s' f i ~v ? °jn 2 ~ M° E t` ~ ~ ~
1, i Z ~ ~N/ p 3 ~ i ~ a N' S ~ I 'r i E y. t i t a ~ f i r
f ~ ~ ~ ~ ~ ter. 'r °r ~ _ I
w- r r ~ ~„°r ~ . ' t° , o Point 4:~ ~
~ ~ ~ i ~ - i ° ~ i Total Area: 1~Q5.58 AC. ~
r _ ~ ~ ~ ~ ~ f : ~ M~._~ _ ~ ~ v ~ Percentage Onite: 9 ~ ~
~ ' i ~..w maw. ~ ;,Point of Insign~ifance Reached
~ ~ a'' . y ~ w' c ~ j ' ~
r, z' i ,",'j ,f 4P1
~ nw.., ~ ~ , ~ i ~ $ r ~ ~ r~ I w~~ a~
~ ...,...,,,m.,.. ° t ~ / i > ~ t E << i _ ~ ~
A> ( ~ ~ m.... ~ _ ,j ~ ~ ~ ~ ~
t ti { i ~r ~ r ~ .1 f n ' Point "3: ~
~ v. ~ ~ ~ . , i 1 d f r j , r ~ 1 r,~ r l E Total Area 9,78 AC. ~ ~
~ dA t ~ ~ ~ ~ a ~ ~ ~ ` ~ e,..,.,, i ~ Percentage Orisite: 40 ~ ~
' ' ! t v s r ~T ~ ~ n.~,~~ - ~ ~
- r' ~ ~ ~ rr ~ ~ f r i ~ ~ } s
r i ~ ~ ~ . - d i ~ J t ~
z, _ . " ~ s ~ ~ ~ ~
1 ~ 1 ° t ~ ~ ~i ~ Ex.~24" ~ ~ ~ a~-- ~
S .r 1 1 ~ i i ,.....,..e° ~ ~ l i i ,„r ~ Cross Pipe." j,, . ; ~ ~ ~
M,.,p ~ ~ ~ . 7 d F ~ j w„h ~ f i ry~ ~ ~ ~ f w". > ( "w ,...y.
n~., - I h z ? e ~ 1~ ~ i r ~ ~ 3 r...--~ 'i ` Point ~ ; .
1 ~ E i 4. a ~ ~ ; w ° ~ ~ 1 F .°`fotal ,fArea: ,4.35 A`C.
"""ti ~ ~ i ~ ~z` s
~ ~'i t ~ 1 ~ ~ r E r` ~ ( v } ~~F ~ 1G~ t`r €?Perc~3ntage' Onsite: 89 ~ f ~
E *F 3 ~ ~ i f ~ [ r ~ i F ' I ' ~ ~ \ f
~ ~ ~ ~ f ~ e. ~..,b., r 'Vti / ~ ? i i = it i °w, t
n t ~ ' i t ~ ~ ~ i v r~ i 'S ' f' Tot I Area: 4.1 ~ AC. ~'I`~~
~ ~ ~ i, ~ ,1 ~ } s f,~ j f" Per3 entage Onsite. 90
S ~ ~ I a , "
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l t ~ t ~ E ~ ` ~ , f 7.g ~ ~ Apo ,
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y ~ ~ i 1 ~ ~ t ° ~ i i ~ 3% ' ~ 1 ~ ~ r ~ A u ~ 1 ASS ~ , ~ j ~ 3 lE € # ~ ~1 L~ 1
; ~ ~1 ~ 29~~s ~4 2.9,982 ~q.rt.' ~ ~ i ?~>s~~ ~ ,~ti ~ ~ t~.~i A. ~q ~t. 0.51 AC.
' ! ~ z~ ti~ 1 ~ ~ A ~ l ~ - - ~ ,t " j 1 [9y~~qy ~ 1~.~~ AC. 2~jD,~~}iy9.9 ~~~y~~1r ! ~ ~ F
1 ~ ~ } ,9 ~ V,~'IU L,+.;.5 "11j:I ~S , 3 ; \ i ~V, ^t^V 4.J P'11d .~.j` {.~t ~ _ ~ ^i^LJ l i ~a e ~ .,_t O
~ ~ ' s ~ ~ ~ ~LL a r ~ ~ ~ ~ \ z ~ % ~ a ~ ti. ~ ~ ~ i t a, ~ ~ : ~ ~ ~ x.23 AC ,t ~ ~ i ! ~ _ j ~ r, ~ t , ~ i
` ~ ~ 1 1 l f ~ / f ~ i l 'i S ~ F G ~ ~ w~ 37,25tS s~.€i. ~ t ~ f .w_- ~ ppRfLOCA7E
t ~ c ~.,~~'~^-may ~ \ ~ ~t ~ i i i~~ ~ E 'l r, ~ ~ ~ ``1 ~i ~r { ~ ~ Q.85~~~lc, i , ~ . ~ , ~ i Ex~snNQ utrurr ~ t i is~oo ~ 2 t 1 sq~t~,~ i
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~ w m rr `y ~ ~ L ~ ~ .,.mp f a' ~ ~ ~ ~ ~ `e ~ 4 ~ ~ v < ~ ~ ~ ~ ,r % ~ ~ ~ S ~ ~ ~ ~ ~ ~ ~ I 172 4 IN ~?IN: 172.99' ti /~A a ~,r ~ i " ! ` - ~ , ~i,797 ~q, !
' 3 NU'OUT t v ~ l l ~ r ~ Point 4: ~ 1 ~ aE ~ INU1 OUT: 172.4,5lN 0~T~RN+. ' 1.') /py~ ;j f ' Ssi , : i j j °o € C}~h~99 Rca ~ J { j € 94.26 ~ ~G1 ~ ~ ~ ~ ~ ! j ~
4 ( Q ~ I / ~ ~ Total Area: 'p5,58 AC. i ~ ' 3 F _ ~ E t ~ ~ , , t ~ 1 l ~ ) ~ t, ~ ~ f ~ ~ ' " ~ ; { ~ ~ ~ ~.~~0 Ac< ~ ' ~ ~w~
1 ~ ~ f ~ ercentoge On~ite: 9 % ; t ( 3 r i, ~ ~ ` f ~ ~ t ~ i 4 ,Point of Insignfance Re ched i O ~ ~ ,f I V OU ~ 2,p~. !z~ 23>92D 9q,ft' ~ ! I i ~ E _ ~ r
t~ ~ t t ~ i x 4 I ~ ~ J~ r i I I I i ~ 177.79 . p € ! ; s r~ 31,61 sq.ft. $ ~~2 21,599 aq. ~t E i
f } ~ t 0.~~~ AC. ~ NCDDT i, ~ Q.~~~ AC,. t EASEMENT i ~,~+59 ,4C. j ~ ~ ~ ~ HEADWAI~ ~ ! 20,6611 ,f9< :4~~ AC ~ t4 00 21,7" sq.ifie ~ ~
~ t ~ , , ~ 1 ~ Point, 3: 1 ~ ' ~ ~ ~ 1 e .a E y ' ` ~ ~ ,j ~ t a ~ ~sa , ~ ~ ~ i~, ,:Ci,i~aq sq.ff. _ r~c, E p i f ~ I s ' i
~ ~ ~ 1` Tota1~ Area: 9:78 AC. ( " ~ ~ 1 ° ~ ~ ' ~ ~ ~ ~ Perdentage 0 bite: 4b % t ~ ~ ~ x 7 1 ~ f ~ ~ ~ c, t E 3 J` t ~ ~ ~ .t y ~ Y
E ~ ~ f e. f ~t ° ~ ~ 1 Ip" f f f........w.... c ti _ w' ~
l r'' ~ ~ 1 t~1.. Pc ~t ~ tj i ; ~ ~ ? ~ 6x.1, 24° i t~~r~. 2.2:'5 I . : ~ g t 0.46 Ac. ~ ~ ~ r, r p , ~ ~ ~ : , ) 1 DRAINAGE i
t ~ r` t f'°f 1 Cro s Pip ~ ~ ~ ~ AIA~~'f~~3 ~ ~ ~ ~ ; ; ' ~i---.._.:______ ~ p,~~'` , Po.,ue ~ ~ ~ ; 21E9s9~q.f~, AsEMENr ~ j E € , ~ ~ ~ 9
,w.. m E ,t ~ r ~ ~ I~ / 4 i ~ 3 ~ ~ ~ - ~ ~ ~ ~ 47 r' } i'" F~''% ~ r ~ 1
} ° ~ ao,oo; ~ ~ Totol Area x'4.35 g1'C. ~ ~ ~ f ' ~ , ~ ~Perc ntage, Onsit~: 89 ~ ~ s~, 3 Z, I ~ ao,oG3 ~t, # ~ ~ y f, ~ ~ z~,666 ~~.~~o ~ ~~1 rt.r ~
/ 1` t ; i ~ ~ ~ ~ f ~ ~ ~ Poi t L• i , ~ 1~ I = t iB= oq ~ °''r t,~ 1~ ~
~ ~ ~ f ~ ~ ~ i ~ - ~ ~ ~ Total AreA: 4.17 AC. j '„y ~ ~ ~ 3 ~ j , 20,06D sq fed ~ , ~ ~ ~ • va+e ~ ~ _ ~ ;
: r ~ \ Per~enta~e OnsE~e: 90 i ~ ~ j -
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' 1, t y ~ _ i ~ r..,..,, ~ ~ ~ ~ ,Total ~frArea: 4.35 AC. ~
w i ~ ~ t ;t ' ~ ~ F o ~ 'Perc~ntage'Onsit~: 89
~ i~ ~ ~ ~ 1 ( ~ ,r- ~ ~4 r i r / ~ f ~
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i ~ ~ f/ u, ~ ~ i. / i c w r t ~ ~ 3 ~ i ; { f ~ i ' AP / ~ A~Rb INLET EASEMENT~f ~ j~ w i I
r ~ .w,- ~ ' i j ~ ~ t I t' ~ , ~ u , , ; f ~ 3 f' QP: 176 00 4 ~ ~ ,3 ~ i IN SIN; 17295` ~ ` ~ ~ }'0a'~ ~ ~ ~ -m.-F ,_W. - is oo ~ ~~.4,_-_~ ,t~ IN~ QUT: 17245%' 1~,~,~" ~ s ~ ~ ~ ff ~ ~ INI~ - yj fj(
1 T 1 1 w~ / ti f f P ~\~iSa„~'~a31 l'~ ~ - ~ E f ~ ~ ~9 r ~ ~ 7 ~ 174.26 ~ ~a f f ~ 1
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e ,J ? JIu~V,~QIj~. z~4 l } ~s t 23,~z sq.~#. E I ) ( ~ E ~ 1 O ~ ~ 1NCDaT P~~~, ~p r> ~ J ~ ~ z0 ~ I ~ ~ ~ 3
i ` ~ ~ 0 ~ 't ~ ~ ~ f t i 't / < f i ~ ` °y. ,~9EA0;#QLL ` ~ 51,401 s fit. ~ DRAINAGE ~ i i ~ ~ i1,1i39 ~ jj
~ t ~ ~ f 1 ~ i i ~ ~ r , ~ P it ~ f i i 1 3 r r ~.I1 ,~G,. NCDDT ~ i~.4=~ ~c EASEMENT ~ ».4~~ Aco ~ ` :~~9 Ac. l~ 1 ~ - ~ ~ ~ ~ ~ ,9NEADWALi ' t ~ I~ 2~1,d~0 sA,~, ~%2tJ,0t70 sq.11. j ~a oo -
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{ p. ~ ~ i ! d b I Z y f ~ ~ 3 ~ ~ l ~ 2~~1 ~,,,w fE ~ ~ ~ ~ Y S J t ~ ' j% 26,170 s~j.f€. f P ~r.
1 J 5~ ~ r t ~l ~ P ~ 3 > ~ E j ~ ~ s a ~ # ~ 7 ~ _ I ~ ~ ~ t rr, y. r
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t ~ ~ i ~ ~ ~ , " ~ j'' 0.459 ~C M S ~ I 3 ~ V4+
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' I~ ~ ~ ~ ~ ~ ~ a ~ ~ , ~ ` I ~ 1 € ~ ~ ~ F ~
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1 ry 4 ~ f ,t Point 4: ~ i ~ ~ ~ - E
j r~ ~ e' { ~ ~ Total Area: ~ 5.58 AC. ~ ~ t ercenta a On lte: 9 q i i - F
I ~ Point of Insfgnfonce Reached t E t xw i
i ~ ~ ~ y ~ ~ ti i ~ ~ ~p I~ ~ ~ s j[ ' ~ E
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f ~ ~ 7 b.~ z ; ~ ~ ~ r ~ Total Area: 9.178 AC.
~ j Peroento a O~i,$ite: 4p 'ti ~ ~ r ~ 9 ~ ~
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'4 1' i~ E ' ~ ~ ~ ° ' ~ Roint j` ~ Totol IArea: r 4.35 AC. r
~ ~ f ,p r \ ~~e~ ~ ~ I'~ ~ 1~Perc ntage~Onsit~. 89 % ~W 't ~ g i
1 f ~ s . i ' ~ ~ ~ Pont L• 1 ~ ~ ~ I
i , ~ t` Tot~l Area: 4.1 ~ AC. t { 1 0` ~ Per'entage Onsi#e: 90
r f ` ~ ~ ~ f ~ t I
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~ ~ ~ t ~ , t _ r ~ i t f' ~ ( ~ ty ~ ' NEADWA ~C ~ z ' y459 AC. 1 31,7 sc,fk, i d ~ ~C~,~Et7 sq ~t : ii oo ~ ~ r { ~ ' 3 0,{l G ~ _ i
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r 1 e ~ I i j i P ! ~ - „ 7 ~ I ~ L -v...,,. ~ ~ ~ ~ 1 Id i r s o d f ~ 0>403 AG. ~ ~ , ~ ~ ,1 a ~ € 20' s ~ 1~ DRAINAGE ~
( ~ ~ ~ P p t \ y,i s r ~ F ,Y P i E i ,~.N rr" ~ ~ E w \ t, E( i > ~ ~ f F f i ^ ~e, { f ~ t z j 3 ti tr ~ ~ ro E j {~,~~15 A~. EASEMENT E j a ~ t ~
u ~ + ' ~ 'z i . r p j ' f `1 ~ ~ t ~ ~ ` ~ r
y . ~ ~ a ~ ~ t r ~ ~ ~ 0,53 P~C. Oo459 thCe, j i ~ - _ 1 i ? ~ e r
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\ b. i i 9 ~ . r t a . ~ r _'_7 t I ~ ~ ~~~D~ , J 3 50 . w, ~ ~ ' , ` E ~~ODD s f# ;~2, ~ ~ ~ f ~ 3Q' AGC£5S EASf~£NF ~
/ s j t~ ^ t t r I ~ i i i i t t f i 3 ~ ..r~ r'" t 1 ~v.~~ s i I 3 ~ 0.459 AC , ~ r' ,o, ~ ~ ~ ~ i ~ Ri.B. 5~ PAGEI'423 gq~
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~ 1, i ~ j f < i ' r I j r 3 W ,,,r~ P . 1 ~d f~ ,t rq nn j € . t r
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t t + ~ _r le ~ ~ ~ } 1 i, y~ ! { t t r ~ z"~ a } f 2Q.ftd3 9G.~~. i t ~ ~ I i f 0,459 AG. ° ~ ~ ~ '
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x „ ~ 0 45~ ,~~1 "
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v ~ ~ ~ , i r ~ ~ ~ ~ ~ ~ ~ ~ `i } 5840 soft 1 i 1 ! c
i Pik f 1 ,~7~ E k ^ i f ~ ~ 3 S, i 1 + ~ " ~ ^ i e, E ^r ~Li ~ it tfs~ts~f~.l i~ ~~Y~~ j ~ 3
~ ~ ~ ~ ~ t ' ~ ! ~ ' u W ~ 25,D54 S~,.t 4. J~ ~~p~~ t~.l~i. .l..q ~.~w..-.«..-- ~..M^"-^ ~ ' 0. "7;~ AC. 0.475 At~ ~ r'..;,~ e . ~ 1 s,.
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^ , . ~ r g ~ t ~ ~ ~ Total Nea~~ 5.68 AQ ~ C ~ f t E ~ s o ; i t ~-EASEMENT ~ ~ 1 ~ I r I n,. r F 2~;G63 ~sq, f. ~ ~ .
' ~ ~ 'E eraxitaga to 9 % ~ i t ~ `i 22a3°~5~j~ i ^ ~ ^ 4 23 263 A ~P i t i s r..~. ' ~ t r ~ .Point of Vide finee R shed ~ ~ ~ 4 sq`f~. > a ~ ^ ~ tt i ~S f ~i Ct ~ i 7 0.507 A . , z 'a,. p,~ 1
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I ~ - ~ r ^ Z e„,,,, ~ z S ( ~ at ~ ~ f ~ercgntdgeEOneitx 88 % ~V ~ ~ ~ ~ ~ ' f .l ~f, ~
r t I ~ t ~ r ^ A~ ~ ~ ~ } ~~,±-Tof Mel 4.1? AG ~~SI ~ t } ~ ~ s ...ten i ~ ~ j ~ i Per~antaye Oneha so z F} ~ ~ ~ ; • ~ ~ ii ~y ~ < " ~ p , ~K . w w.
r t ~ ~ ; t t P ' `,794 sq.~t.,~ ti. NG DES w. p: ~ --s'-
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_ OC ( 1 3112107 Johnston Co. Public Utilities MN2
i 2000q NO. DATE REVISION DESCRIPTION BY j 3 DENR WATER QUALITY ~
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