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THE CLAY LINER FOR THE WET POND SHALL BE AT LEAST 12" THICK AND MEET THE FOLLOWING SPECIFICATIONS: TOP OF DAM 15' 347.20 HERBACEOUS 659 SM Asclepias incarnata Swamp Milkweed CONT. 4" Pot 24" O.C.
UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML,SC WATER QUALITY ORIFICE 4.0" OIA 342.00 ~ ~ 660 TS Carex stric'ta Tussock Sedge CONT, 4" Pot 24" D,C,
® MINIMUM OF 407 PASSING #200 SIEVE ® MINIMUM PLASTICITY INDEX OF 12 RISER CREST ELEVATION 345.20 f;, ~ , , fi60 JW Eupatoriurn purpureum Joe-pye weed CONT, 4" Pot 24" O.C,
o MAXIMUM INFILTRATION RATE OF O.Q1 IN/HR. RISER WEIR ELEVATION 4.0' WIDE x 6" HIGH (3 TOTAL) 343.80
a A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE COMPLETED BY THE CONTRACTOR ON THE LINER
MATERIAL AND PRESENTED TO THE ENGINEER FOR APPROVAL. RISER FOOTING 8' X 8' X 24" iHK COMPACTION TO A MINIMUM OF 937 PER ASTM D698, AND WITHIN 37 OF THE OPTIMUM MOISTURE CONTENT (1 RISER BOX 6' X 6' INSIDE DIMENSIONS SHALLOW WATER (NORMAL POOL 70 6" BELOW) = 6,437 S.F. 50 HERB. PLANTS / 200 S,F, (6,437 S.F,) = 1,609 PLANTS PLANT TYPE 4TY KEY BOTANICAL NAME CDMMON NAME ROOT CALIPER HEIGHT NOTES
COMPACTION DENSITY TEST PER 2500 SQ. FT.) HE BAC~E 536 Bl Iris versicolor Blue Flag Iris CONT. 4" Pat 24" O.C.
THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE BMP PERMANENT POOL TO A THICKNESS OF 12 INCHES. A OUTLET BARREL 6fi LF 54" RCP 0.507 ~ ;F ~ ~ ~ ~ ~ 536 SR )uncus effusus Soft RusE~ CONT, 4" Pot 24" O.C. s.J ~ ax ~~x5 Z
MINIMUM OF 8 ENCHES OF TOPSOIL SHALL BE THE FINISHED GRADE AS SHOWN ON THE DRAWINGS AND/OR DETAILS. CARE BARREL INV IN 340,33 SHALL BE TAKEN WHEN TRACKING IN THE TOPSOIL TO NOT PUNCTURE OR DAMAGE THE CLAY. ACLAY/SOIL MIXTURE MAY BE BARREL INV OU3 340.00 ~ 537 PW Pantedaria eordata Pickerelweed CONT. 4" Pot 24" O.C. 4 > ,~,G
USED if THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL BY THE ENGINEER. U
POND BOTTOM 337.00
EMERGENCY SPILLWAY 2d WIDE 346.20 RISER SLAB 1 P T U~. ~ 3
COVER/ TRASH HOOD GENERAL l.ANDSGAPINGNOTES
W a x
U_ 1. AREAS OF THE POND NOT SHOWN WITH PROPOSEQ PLANT{NGS POND SIDE SLOPES, BERM, EXTERIOR SLOPES, ETC.}
W RISER CREST ELEV.=345.20 VOID SPACE 6 PACE $ ~ I N SHALL BE SEEDED WITH A CENTIPEDE TURF GRASS ~lARIETY.
W Z S
N - Cdr
1 r.
a GROUT EACH SIDE
N O #4 REBAR 12" O.G. EACH WAY ~~2" PRE~ORMUD JOINT
a RISER WEIR ELEV.=343.80
3 WEIRS TOTAL N ~I~~f'R, ~~"Wlf~~. JUINT SEALED WITH A~L~lC1C NEOARENE Q
~ 4' WIDE x 6" HIGH N GASKET CAST tN MANHOLE WALL ~
v SKIMMER RISER CONCRETE "
0 PRECAST BOX h~
o CLAY LINER {SEE 0 0
WATER LEVEL DURING STORM SPECIFICATIONS THIS SHEET) o a
TOP pF DAM ~ '0-RING' JOINT 3
a i J _
w - NOTE: o ~ PLACE STEM SUPPORTS ~ 2' M(N u~i a ~ N o N ~ RCP OUTLET BARRELt
g ; ~ AT 3' FROM BASE m 6„ PEAK FLOW ATTENUATION POOL '0-RfNG' GASKETED l CLASS Ilt RCP ._._t_. ` ~ a m to
N 10~ P RMANEN7 POOL i0:1 NORMAL POOL =342.00 sEE CHART FDR stzE ELEUATiON a^
i _ .1 E N - - FT 2' MIN SECTION v ~ o ~ u ~
~ ! UMUM 10' WIDE VEGETATED SHEL 0 4" CAP WITH ORIFICE (SEE
~ I-"' '10 N ~ 3 MNHART FOR ~ 10' EXTEND TO A DEPTN OF 6 ABOVE CHART FOR ORIFICE 51ZE} ~ VEGETAT (SEE C PTH VEGETATED AND BELOW THE PERMANENT POOL W 1' TURNDOWN 2000 PSF MIN.
I H F ACTUAL DE ) SHELF / S ELI ~ - ~ ---III-FOREBAY T AM BEAR{NG CAPACITY m
-f - - EAR H D i 12" SEDIMENT STORAGE BENEATH COLLAR
N - 11.---.I _ ~ ~ ~ 12" SEDIMENT -V4V ! . n 6" NRS GATE VALVE
~t I - 'STORAGE - - - T~'PICAL AN~~I-SEEP CC~L~.AR STS o
o -I ( I I I ~-i - - - - DISSIPATOR PAD CLAY LINER (SEE ~ ~ I-~ I ~-III-") RiP RAP T P RARY KIMM R ATTACH
o SPECIFICARONS THIS SHEET) ANTI-FLOATATION DEVICE ~ j - EM 0 S E I _ _ - DURING CONSTRUCTION 54" RCP INV 1N =340.33
~ ~ i - - - ELEV=340.80 ~ I - - N o °aaaoaoooooooQD a C
Q i ~ I-~~'."". - - 04°~~~! CARp~~°°° p
i -I - _ PAVED INVERT ~ ANTI-SEEP COLLAR ~ i I~ - ~ - PAVED INVERT ~ °°~b o°°°rFO~S~cooo a,p°°
~ SEE DETAIL ON SHEET 23 -I _ - i .~..I a ~ I- - -
o -I POND 80Ti0M=337.00 ~ RCP OUTLET PIPE
I- - I I- e e - _ ~ o a3oa~s o _ _ _ o
NOTE: - n - -
BMP SHALL BE INSTALLED AT PRIOR TO THE BEGINNING OF
a. OVERALL SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT a _i f k aaoo~r°~~ ~ZI l 1 1~ 9 d
CONTROL DEVICE CONSTRUCTION. ONCE SITE HAS BEEN STABILIZED CROSS SECTION j 9 O a _ GRAPHIC SCALE o
AND GRADING IS COMPLETE THE BASIN SHALL BE CLEANED OUT RISER FOOTING a NTS. 30 0 15 30 60 Z
AND STABILIZED. 0 s
RISER DRAWDOWN DE NN DEVICE DETA t~7:
NTS 1 inch v 30 ft.
x

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, ~ 1 I I \ ` A. ` t TREAM ~ SEE DE L • _ ~ . S ( , _ os _ 4 _ - -
, ~ - ° F.. . , , Tt?1 SHEET) ,i 1 ~ , ~ -
~ , t - - 1 1 ~ I ~ • ' - EMERGENCY SPILLWAY, 2Q' WIDE:,
I , , y ~T M BANK ~ _ - _ - - _ " - - - r _ STApII: ION. (SEE , ; 0 m o ry~ - - ~ , ~ I ~ - ~ l ; , ti ~ y 3;66 \ ~ - - _ ® _ . _ _ - LINE -WITH 1~8"~ CLASS~"B" ~ ® _ ~ - _ _ _ _ _ RIP-RAC' WI1H FILTER FABRIC
. y ' 1 1 y ~ ~ ~ ~'.DCtiTAIL THi SHEET) Z.p I _ - _ . y I• - - _ _ _ _
,y R ~ ~\P IVAT~ BMP , ~ . , , ~ ~ - ~ ~..r- cv t,,, HIGH FLOW_ BYPASS-PIPE i M N EVAN E AND ' R. / `~r . 2 0
1 ~ _ .
~ i I 1 C S~ E E E ti ~ I I ~ d DI ATEI~.__ ~ , ~ _ CLAY L9NER SPE~fFfCAT1~~N w _ _
I i I ~ I ~ - ` I - - I I I ~ , ' 0~ 0,. _ ~ _ - ~ LEVEL SPREADER/ENERGY - - = THE CLAY LINER FOR THE WET POND SHALL BE AT LEAST 12" THICK AND MEET THE FOLLOWING SPECIFICATIONS:
j ! ~ ~ , ~ ~ ~ DISSIPATER- - j ~~~"1 ~ , ~ , i ~ , PRIVATE BMP MAINTENANCE _ • UNIFIED SOIL CLASS[FICATION SYSTEM DESIGNATION OF CL, CH, ML,SC ~ _ _ _ - - a MINIMUM OF 46% PASSING X200 SIEVE
`~,_i ~ ~ ' ' ~ ~ , AND ACCES$ EASEMENT- ; ~ ~ I, I ! ' ` , ~ ~ I ~ _ _ VEGETATED FILTER STRIP (SEE • MINIMUM PLASTICITY INDEX OF 12
I ~ ~ i c,~! I ` PLANTING SPECS THIS SHEET). _ ~ rw _ _ y _ ! ~ • MAXIMUM INFILTRATION RATE OF 0.01 IN/HR, m
i I I j t 0~ ~ AREA SHALL BE CLEARED AND I I ti, i RA ( / ~ i 1 ~ ~ ~ GRADED TO 5% G DE ~ ,.r--~" • A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE COMPLETED BY THE CONTRACTOR ON THE LINER ~ MATERIAL AND PRESENTED TO THE ENGINEER FOR APPROVAL. q • COMPACTION TO A MINIMUM OF 93% PER ASTM D698, AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT t;t
I I I I I I y I
i I ' ~ ~ COMPACTION DENSITY TEST PER 2500 50. FT.) ~ TWE CLAY LINER SHAIt BE PLACED UNDER THE BOTTOM OF THE BMP PERMANENT POOL TO A THICKNESS OF i2 INCHES. A
I I I I I ~ , I ~ I ~ f , I. s MINIMUM OF 8 INCHES OF TOPSOIL SHALL BE THE FINISWEO GRADE AS SHOWN ON THE DRAWINGS AND/OR DETAILS, CARE
',_:~,~.~'°""`~""~,"°°'"''4'"""""°'"`'""?"`s~'""`~~ SHALL BE TAKEN WHEN TRACKING IN THE TOPSOIL TO NOT PUNCTURE OR DAMAGE THE CLAY. A LLAY/SOIL MIXTURE MAY BE
USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL BY THE ENGINEER.
DIMENSION5 ON5 _ELEV
NORTH AMERICAN GREEN C350 PERMANENT PERMANENT POOL 365A0~ SHALLOW LAND (NORMAL POOL TO 6" ABOVE) = 7,216 S.F. 50 HERB. PLANTS / 200 S.f. (7,2t6 S.r'.) = t80a PLANTS
40 LINER (OR APPROVED EQUAL) INSTALLED PER 372.26 PLANT TYPE QTY KEY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES ~
MANUFACTURER'S SPECIFICATIONS. CUT FABRIC TOP OF DAM 6' HERBACEOUS 659 SM Asclepias incarnata Swamp Milkweed CONT. 4" Pot 24" O.C. !A 365.00 ~ ~
S AROUND EXISTING VEGETATION. WATER QUALITY ORIFICE 4" DIA TS 24" OC(TYP) $ g 66O TS Carex stricta Tussock Sedge CONT. 4" Pot 24" Q,C, 370.00 / 66D )VV Eupatorium purpureum )ae•pye weed CONT. 4" Pot 24" O.C.
9 4' MIN RISER CREST ELEVATION
o ° ~ ~ o RISER WEIR ELEVATION 4,0' WIDE x 6" HIGH TYP RISER FOOTING 8' X 8' X 24" THK 6" HIGH 367.40 x
SHALLOW LAND (NORMAL 4" THK ~
POOL TO 6" ABOVE ~ ° ° ° ~ ® ~ o o RISER BOX 6' X 6' INSIDE DIMENSIONS } EXTEND TO JUST ABOVE TOP OF SANK MC~i Fl-~ C~~ BSI. 63 LF 42" RCP ~ 0.67% IIMENSIONS SHALLOW WATER (NORMAL POOL TO 6" 9ELOW) = 6,801 S.F. 50 HERB. PLANTS / 200 S,F. (1,960 S.F,) = 1,700 PLANTS PLANT TYPE QTY KEY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES
° o o ~ ® 0 0 0 o WATER LEVEL. ~ 0.67% H 567 BI Iris versicoior Blue Fiag Iris CONT. 4" Pot 24" O.C,
NORP~IAL POOL ~ ~ NO STREAM DISTURBANCE BARREL INV IN I 359.00 ~`,.,N; ~ H t 567 SR )uncus effusus Soft Rush CONT. 4 Pat 24 O.C,
W WAT R NORMAL ~ S ALLOWED. SHALLO E ( p ~p BARREL INV OUT in ~ ~ ~ 'a! 4~? 358.58 ' ,~s, 566 PVV Pantedaria eordata Pickerelweed CONT. 4" Pot 24" O.C.
POOL TO 6" BELOW} SECTION WATER QUALITY OUTLET BARREL 70 LF 4" DIP 6.57q X6.57% T SCEQULE
~ ~ o;d ~ BARREL INV IN 365A0 ~ P # 2 P L
BARREL ENV OUT 360.40 GENERAL LANDSCAPING NOTES
BI R PW POND BOTTOM 8 $ 359.00 1. AREAS OF THE POND NOT SHOWN WITH PROPOSED PLANTINGS POND SIRE SLOPES, BERM, ExTERIOR SLOPES, E•i 0.} ~ ~
EMERGENCY SPILLWAY 20' WIDE IE 362,20 SHALL BE SEEDED WITH A CENTIPEDE Tl}RF GRASS VARIETY.
Z T ATA 0 U ~ ~ ~ 0.00cA SLOPE ON TOP OF GUTTER {FEAT
w LINE WITH CLASS 8 RIP RAP (D5o=6'), t2^ TRICK SLOPS ~ 24' CURET b GUTTER (3,000 PSi MIN
Q (POND COMPRESSIVE STRENGTH) SEE PLAN fOR LEVEL SPREADER LENGTH
W DRAWDOWN) LENGTH (FT) 2 p~ OUTLET # LEVEL SPREADER LIP ELEVATION= 4"~6"NIGHER
°w ~'l 2~ Z (CFS) r Q' MIN, RISER SLAB THEN EXISTING SLOPE ON DOWtJSTRF.AM SIDE
i T ~ CFS 10, COVER,I TRASH
BMP #2 OUTLE 12' HoaD DIF~ISED FLOW
~ 1' N BMP #4 OUTLET 0.13 CFS 0 STORM SEWER THROUGH BUFFER
M
RISER CREST ELEV,=370.00 VOID SPACE M MIN, a ~RERCY I~i~~IPR,T~R PRR
M ~ 1} II sGH~nULE ~ Q
N CLAY LINER (SEE NOTE, ~
~ R1NG STORM SPECIFICATIONS TH1S SHEET RISER WEIR ELEV.=367.40 ~ WATER LEVEL DU ) LEVEL SPREADER SHALL BE INSTALLED AFTER CONVERSfON OF BMP #5i WASHED STONE • 4' THICK ~ FROM SEDIMENT CONTROL DEVICE TO PERMANENT BMP, ONCE ALL COMPACTED 5'JBGRADE (M{N) PERMANENT GEOTEXTILE
a 5KIMMER RISER TOP OF DAM 4' WIDE x 6" NIGH UPSTREAM AREAS AREA 5TA61LI2ED, UNDERLINER
o ~ + h-~ 9 I
coNCRErE LEVEL SPREADER DETAIL NTS ~ o PRECAST BOX a. o 0
~ ~ #4 REBAR 12" m ~ z °
9 ' PEAK FLOW ATTENUATION POOL ~ ~ - 6" a 10:1 PERMANENT POOL 10:1 O.C. EACH WAY ~ q ~ ~ N o 112 PREFORMED JOINT a a ° a
w o - FILLER, 12"WIDE
~ - N t0' WIDE VEGETATED SHELF TO '0-RING' JOINT m X10. - ry, 3' MIN HARM FOR ti 10 EXTEND TO A DEPTH OF 6" ABOVE J J m y
N VEGETAT (SEE C PTH VEGETATED AND BELOW THE PERMANENT POOL NOTE: m ~ m ~ 3 ~
I I ~ HELF - ACTUAL DE ) SHELF PLACE STEM SUPPORTS Lti-~ N - S I - -I I AT 3' FROM BASE ~1 J ~ J Q a~a~U
~ - - FOREBAY EARTk DAM ~ - 1 ICI - 12~' SEDtMENr STORAGE a" OIP TO LEVEL SPREADER
~ J2" SEDIMENT ~ I ~ I I ~ ~ ~ ~ NORMAL POOL=3b5.D0 -i I ~ .-STORAGE - - a _
~ - i i-I _ _ = DtS51PATOR PAD m
_ -I I ~I I ~ ~ ~ f_..-.III-III-III- 4" CAP WITH ORIFICE (SEE a CLAY LINER (SEE - - R1P RAP ,y.:
~ SPECIFICATIONS THIS SHEET) ANT!-FLOATATION OEYiCE I j 11- - - - CHART FOR ORIFICE SIZE) R-~ ~ _ ~ e - W/ t' TURNDOWN GROUT EACy SIDE 2 MIN
3 i ~ ° O
o ~ i T - - - - 6" NRS CATE VALVE ELEVATION e°
_ _ - ~ ANi!-SEEP COLLAR ~ ; I--` - - - - JOINT SEALED WITH A-LOCK NEOPRENE 2' MIN SECTION
a SEE DETAIL ON SHEET 29 -I - _ - v+ - ~-n GASKET CAST IN MANHOLE WALL
o ~ I- - -I TEMPORARY SK)MMER ATTACH ~ - DURtNG CONSTRUCTfON RCP OUTLET BARBELL o°~~~+,~~ o~A~t7 0~~00 ~
~ RCP OUTLET PIPE ~ ~ I_ "~_s °a -I - -I POND BOTTOM=359.00 'o-RING' GASKErED 2000 PSF MIN, CLASS Il! RCP BEARING CAPACITY °°°°°°°°°•°~i'o
SEE CHART FOR SrZE BENEATH COLLAR o~b~©°°~FESS~Qy'~'Y oo o °C.'~
NOTE: ~ l ~ ~ ~ , ~ ~ ~ , , ~ ~ ° ° GROUT 6" TYPICAL ANTI-SEEP COLLAR NTS ° ~ ' ~sEA~
BMP SHALL BE INSTALLED AT PRIOR TO THE BEGINNING 0 ~ ~ ~ ~ , ~ ~ ~ , ~ ~ ~ VED NVER OVERALL SITE GRADING AND SHALL BE UTILIZED AS A SEDIMEN f ~ ~ / ~ , ~ _.w__~_-_._,~._~ e y~ L 030856 °°o~r°
Q IT HA N STABILIZED ~ ~ ~ ~ ~ ~ ~ ~ ~ 'a CONTROL DEVICE CONSTRUCTION. ONCE S E S BEE ~ ~ J \ ~ ~
~ _ ....~•r.~ ~T~ r. .r n.ni~i r•++ei i nr ri r~~irn n++T ~ ~ a o ~
ANU GKAUINtj IJ t.UMt" Lt I t I rtt C7HJ11V Jrnt1LL oL k-LLMIVGU VU I \j/\j/\\j/, r 9 NTS. p . a °o `y °00000000°° La L_1 ! _JJ
AND STABILIZED. F n i \ f RISER 00 NG a a m / a o0~0~~~ooocoao~a~a~a o° l ~ Z
o ~ 0
GRAPHIC SCALE d 30 0 15 30 60
0 0 0
RISER DRAWDOWN DEVICE- j E VI C E D E TA-;~ 00
NTS 1 inch s 30 ft.
i Y

N M
V
r ~ t u ~ ~ s.~.; ~ 0 a ~ ~
. _ ~ \ _ PAD=381 / "®i / ~ 4`r,.A ` f I , j ~ ~ ~
~ ~ ~ - - _ 239 , \ _ _ _ - - -
~s _ , , ~ _ _ _ - E ~i ! 0 ~ QF ~ ~I ~ ~ ~ t "t~1~1'f~ ~ I ~ Y
9 _ _ s t i 1~ _ - - - - - - _ / i ~ I I _ - - ~ - _ . \ I , / ~ ; I ~ W 7 ,.,r
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_ _ _ _ - ~ ~ ~ _ _ _ _ s ; / , ` , . , or ~ ' i i ~ ~ o o
1 s ,
I EMER NCy. SPIIiLW 33 ~ - 1 ~ t 1 , 1 ` , ~ ' ~ ~ ~ I IDE, L ~ WITH! 18 S B _ - -
~ ~ ' ~ IP-RAP ITH FILT~~' F BR1C,, ~ - -
. ,l .li - . : r/, a. 1 ~ J ~ ~
. , 1 , - _ - , ~ .r , / I i~ ~ ~ poi/ / / ' 1 ~ N
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~ tr' J ~ R ~ ~ i ~ d~",. V~,, ~ _____s
~
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~ ~ ~ ' / , ' ~ v~~ ~ j ~i PRIVATE BMP MAIN EN E~y , 1 G ~ DY" ~ ~ 1 J. , ~ , i
1,~ Q. 4p ~>'~,r . > ~ ~ AND A SS EASE,~dENT ~ I_. t1i ? , r ~ x i 1 : ° ° o o " e o.~ ° o Q SEAL ~ °
1,~~' t ~t ~ ~ ~ A ~ tea.. y xk . H K~ ' j°~ ~ ~ , i ' ~ ~ ~ ..-~a
/ 1 r ' 1 1.~ 1 _ o - , ; ~ ~n" ! C" , ' ~ ~ ~ ~ ~ ~ of o ~ 030856 ° ~ r' . , L o o 0
. ~ rX ~ r . / ~ ~ W TLA'tltD$ r `'V e. I"~ 't , ` j
~ ~ ` ~ ~ ~ RISERS ~ - - ~ ,1' i ~~'~'fr ~ 1~ _ ' . 4" DIP WA1`ER ~ ~ ' a/ o,~^ 1 °0°o00,q~„joo~O,oS~C~~°o° W
; %~~~i' ~ J ; I" r. QUALI OUTLET.
~ ~ ~ 1 ~ y ~ Vx J / a / / ~ ~ ~ ~ERGENCY.,i,$PILLWAY~ ~0ponooooaoooo~ ii\~ ~ ! . 0 20' WIDE, L~l``NE WITH
f , ,1' ~ I ~ ~ 1 ~ J + ~ , ~ I N~1SE RIVEf~'BUFFER ~ L,, ® J/ / ~ RIP-R~ WITH Fit!'i'E~ `Ir
~ 1 i 1 , ^ ~ ~ a ~ ZONE;i 2 ZONE t rV yr I ~l t 1 ~ \ 1'((~7/j 1 ~ ~ ~r~A` ~ 20''~ 30 ® / j _ _ I ® - I / t ; FABRIC ' LEVEL ; ~ ~ ~ ~ , ~ ~
~ ~ / 1 ,~~~~jt FLOW ~ ~ ~ v° 1 ~i' ~ ~ SPREAD /ENERGY HIGH
e. ~ , , , ~ 2a DiSSIP~ER` i 'y ~ 1` ` l BYPASS PIPE ~
, i ~1' i t I ~ ~ - J. t ~ t ~t ~ ~ ~ ~ ~r t I ~.I ~ ~ ; _ PRN~ ~ 1 i ~ 1 ~ ~ t ,F PRIVATE 13t~F t~AINTENANC ~ . i 1 .
, , ~ - 4 f° AND ACC S;EASEMENT i ; u , ~ ; i l~/`' ~ . ~ y, I Jr yr s
I f , ~ I , I 2~3 VEGETATED FILTER ,STRIP (SEE , ` u ~ ~ WETLANDS ~
o ~ ~B' , ~ ~ I . I , ~ A ! PLAT ~ ; i i I C ~ ~ ~ . PLANTING SPECS THIS SHEET).: ~ t .,t ~ ~ 1 ~ `y` `y `Pr `'`w`? `G` ~ I ',y i
'v ~ / ; ~ I y , 1 t t ~ { ` ~ t 1, AREI t. ~ AREA SHALL BE CLEARED AND , ` „ ,r ~ ~ 1 . ~ . GRAPHIC SCALE Q. GRADED TO 5% GRADE 1~ ~ ~ / j ~,r - f 3 ~(r 0 ~15 30 60
I - 3 - l:
J ! 4 ~ `Y F.~JJJ v, 0 ~ ~ ~ ~ I m `r ' ; / „ ' f ` / t/ ' inch = 30 ft.
~ ~ ? ~ ? I i r
DIMEN5IONS EIEV = F 7 F 4 P NTH AA
SHALLOW LAND (NORMAL POOL. TO 6'° ABOVE) 3,77$ S,F. 50 HERB. PLAMS / 200 S.. (3, es s..) 9 B u _ PERMANENT POOL 381.00 TY TANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES DIMENSIONS iNSIONS ELEV SHALLOW LAND (NORMAL POOL TO 6" ABOVE) = 2,283 S.F. 5o HERe. PLANrs / 20o S.F. (2,2a3 s,r.) _ 571 PLaNrs
PLANT TYPE O KEY BO TOP OF DAM 6' 385.52. HERBACEOUS 316 SM Asclepias incamata Swamp Milkweed CONT. 4" Pot 24" O.C. PERMANENT POOL 343.00 PLANT TYPE QTY KEY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES
H 381.00 ~i~;%`i%" % , Tussock Sed e CONT. 4" Pot 24" O,C, TOP OF DAM t 5' WATER QUALITY ORIFICE 2.0 DTA , r ; , ,i, 316 TS Carex stncta g t5' 347.50 HERBACEOUS 190 SM Asclepias incarnate Swamp Milkweed CONT. 4" Pot 24" O.C. y
r 190 TS Carex stricta Tussock Sedge CONT, 4" Pot 24" O.C. DIA 343.00
RISER CREST ELEVATION 384.25 % r 316 JW Eu atorium urpureum )oe-pye weed CONT. 4" Pot 24" O,C, WATER OUAUTY ORIFICE 1.0" DIA P P 346.00 191 )W Eupatorium purpureum Joe-pye weed CONL 4" Pot 24" O.C. Z
RISER WEIR ELEVATION 2.5' WIDE x 12" HIGH 382.80 RISER CREST ELEVATION x 12" HIGH 344.50
RISER. FOOTING T X T X 24" THK SHA LOW WATER NORMAL POOL TO 6" BELOW = 3 482 S.F. 50 HERB. PLANTS 200 S.F. (3,508 S.F.) = B77 PLANTS RISER WEIR ELEVATION 2.5' WIDE x 12" HIGH L ( ) / X 24" THK SHALLOW WATER. (NORMAL POOL TO 6" BELOW) 2,014 S.F,, 50 HERB. PLANTS / 200 S.F, (2,014 S.F.j = 50a PUNTS
I R X I i IM NSIONS PLANT TYPE .QTY KEY BOTANICAL NAME COMMON NAME ROOT CALIPER HEIGHT NOTES RISER FOOTING 6' X 6' X 24" THK R SE BO 5 X 5 NS DE D E
T T ARREL P 5.63% R CEOUS 292 BI Iris versicolor Blue Flag Iris CONT. 4" Pat 24" O,C. RISER BOX 4' X 4' INSIDE DIMENSIONS OU LE B 71 LF 36 RC @ A._.... . E DIMENSIONS PLANTTYPE QTY KEY BOTANICALNAME COMMON NAME ROOT CALIPER HEIGHT NOTES
BARREL INV IN 375.00 eY ~~r~ 292 SR )uncus effusus Soft Rush CONT. 4" Pat 24" Q.C. HGH FLOW BYPASS OUTLET' BuFd~El. 74 LF 24" RCP @ 1,35% CP ®1,35% ;~AC QV~ 168 BI iris versicolor Blue Flag Iris CONT. 4" Pot 24" O.C.
BARREL INV OUT 372.00 . > 293 PW Pontedaria cordata Pickerelweed CONT. 4 Pat 24 O.C. BARREL INV IN 338 00 r y 168. SR Juncus effusus Soft Rush CONT. 4".Pot 24" O.C.
EMERGENCY SPILLWAY 33' WIDE 383.80 BARREL INV OUT 337.00 M> 168 PW Pontedaria cordate Pickerelweed CONT. 4" Pot Z4" O.C. Z
POND BOTTOM 376,00 WATER QUALITY OUTLET BARREL 58 LF 4" DIP @ 2.59% GENERAL LANDSCAPING NOTES P ~ 2.59% L - o z
BARREL INV IN 1. AREAS OF THE POND NOT SHOWN WITH PROPOSED PLANTINGS (POND SIDE SLOPES, BERM, EXTERIOR SLOPES, ETC.) 343.00 GENERAL LANDSCAPING Nt7TES 0- ~ 0
SHALL BE SEEDED WITH A CENTIPEDE TURF GRASS VARIETY. BARREL INV OUT 341.50. 1. AREAS OF THE POND-NOT SHOWN WITH PROPOSED PLANTINGS (POND SIDE SLOPES, BERM, EX'iERIOR SLOPES, ETC.) Z W
` POND BOTTOM .338.00 SHALL BE SEEDED WITH A CENTIPEDE TURF GRASS VARIETY..
EMERGENCY SPILLWAY 20' WIDE J W O,C, EACH WAY WIDE 346.50
~ 112" PREFORMED JOINT 0,00°~ SLOPE ON TOP OF GUTTER (FLAT
g FILLER, 12"WIDE SLOPE) ~ RBA 12' 24"CURB & GUTTER {3,000 PSI MIN 40° J
a COMPRESSIVE STRENGTH) .SEE PLAN FOR LEVEL SPREADER LINE WITH CUSS B RIP RAP
W LENGTH z u ~ LEVEL SPREADER LIP ELEVATION= 4"-6"HIGHER o~°b 1rrHfcic TS S 9 X24>, 00(TYP) 8 8
~ THEN EXISTING SLOPE ON DOWNSTREAM SIDE RISER SLAB 2.0'
COVER/ TRASH HOOD
~ DIFFUSED FLOW 4'MIN. SHALLOW LAND (NORMAL
STORM SEWER ---e. THROUGH BUFFER POOL TO 6" ABOVE) ~n o 0 0 ~ ~ o 0 4 z
o VOID. SPACE RISER CREST ELEV. SCE 8" MIN, 12 0 0 0 o a; o o a
0 2' MIN N ENERGY DISSIPATER PER NORMAL POOL
~ SCHEDULE 3'•0" N SHALLOW WATER (NORMAL n ~ ~
u ELEVATION 8" RISER WEIR ELEV. ..n ' 9i II POOL TO 6 BELOW) ~ LL
~ NOTE, #57 WASNED STONE - 4"THICK 2' MIN SECTION COMPACTED SUBGRADE MIN ET L °
LEVEL SPREADER SHALL BE INSTALLED AFTER CONVERSION OF BMP ( } PERMANENT GEOTEXTILE a I~
FROM SEDIMENT CONTROL DEVICE TO PERMANENT BMP ONCE ALL UNOERLINER BI SR PW z o
2000 PSF MIN, UPSTREAM AREAS AREA STABILIZED. 9 BEARING CAPACITY I~ g 8 8 a o t>~ v~ ~~z o
J BENEATH coLLAR - NTS L E V E E SPREADER DETAIL NTs TYPI A .ANTI SEEP COLLAR CL Q
r W O TATS I ETAIL ~a~N ~ N
a CLAY LINER (SEE ~ WATER LEVEL DURING STORM SPECtFiCATIONS THIS SHEET) 'O-..RING' JOINT m CONCP,ETE PRECAS BOX VEGETATED F[LTER STRIP LAT[G SPEC[[CAT[4NS J J m
' SKIMMER RISER TOP OF DAM N Q (POND N T FT NOTE, ~ J m J J ~ ~ ~ ~
N OUTLET # DRAWDOWN LE G H ( ) PLACE STEM SUPPORTS ~ N ) m ~-.n THE VEGETATED FILTER STRIP SHALL BE CLEARED, AND COVERED WITH A MINIMUM OF 6" OF TOPSOIL. MIX i -2 CUBIC ~ ~ ~
(CFS) AT 3' FROM BASE x YARDS OF PEAT MOSS OR COMPOST PER 1,000 SF INTO THE TOPSOIL. EN ADDITION, AONE-TIME START-t1P ~ ~ ~ ~ U
% ~ ~ ~ ~ ~ NORMAL POOL FERTILIZATION SHOULD. BE ADDED, PER THE TABLE BELOW:
6" PEAK FLOW ATTENUATION POOL BMP #2 OUTLET 0.63 GFS 10 _ GRASS OTHER THAN CENTIPEDE: 00
_ 10;1 PERMANENT POOL 10:1 ~ 4" CAP WITH ORIFICE SEE ~ = BMP #4 OUTLET 0.13 CFS 10 --4" DtP r0 LEVEL SPREADER _ 75 LBS OF GROUND LIMESTONE. PER 1,000 SF (DOES N07 APPLY 70 BMP #3) _ A STARTER TYPE FERTILIZER, HIGH IN PHOSPORUS, BASED ON THE .TYPE OF GRASS AND PLANTING METHOD.
~ _ _ 1 p' WIDE VEGETATED SHELF TO CHART FOR ORIFICE SIZE) ~
3 I-' '10' _ ~ ti a 3' MINUMUM ~ a0' EXTEND TO A DEPTH OF 6" ABOVE W/ t' TURNDOWN ` cROUr EACH slDe CENTIPEDE: ~
o - vEGETAT ~ (SEE CHART FOR VEGETATED AND BELOW THE PERMANENT POOL I SHELF - ACTUAL DEPTH) SHELF ~ , ~ - 1/2 LB OF NITROGEN PER 9,000 SF ~
I I- i - 6" NRS AT UA V ~ ~ - FOREBAY - - EARTH DAM G E L E
~ ( - { 12" SEDIMENT STORAGE , - ! L-I ~ 1- _ _JOINr SEALED W1iH A-LOCK NEOPRENE GRASS TYPE: ~J ~ GAStcEr CASr iN MANHOLE WALL -GRASS TYPE SHALL BE TALL FESCUE OR COMMON BERMUDA. GRASS SHALL BE SOD, GROWN IN NON-CLAYEY SOIL.
z , -I I -12"SEDIMENT`-. - a '•..,4 o "'STORAGE TEMPORARY SKIMMER ATTACH - _ ~ - _ - DISSIPATOR PAD DURING CONSTRUCTION -WATER SOD FREQUENTLY FOR THE FIRST THREE WEEKS AFTER INSTALLATfON, 50 THAT THE FIRST 1.5" OF 501L,IS KEPT C RCP OUTLET BARBELL MOIST. 0
o CLAY LINER (SEE °I I III ~ ~ (I---.) I ~ _ '0-RING' GASKETED
~ SPECIFICATfONS THIS SHEET) ANTI-FLOATATION DEVICE i j ~ - RIP RAP POND BOTTOM 9 I , ~ ~ i~ CLASS tlt RCP ff SEE CHART fOR SIZE CLAY L [ ~ E SPEC [ E [ SAT [ ~ S ~
is - - / / / r~ / / / I I - - / ~ / / ~ ~ r / ~ % \
r \ ~ r\\\ i , r ~ ~ r PAVED INVERT - - //////r / r VED tNVER7 THE CLAY LINER FOR THE WET POND SHALL BE AT LEAST 12" THICK AND MEET IHE FOLLOWING SPECIFICATIONS: ~ GROUT 6" o UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML,SC MINIMUM OF 40% PASSING X200 SIEVE
/ / !r/i/, / ? . . NOTE: _ - s~ \ ~ ~ ~ \t ° a. o d ° Q, . ~ MINIMUM PLASTICITY INDEX OF 12
~ ®?~o cua+ + or IAICTAI i CI1 AT DDI(1!~ Tn Tug RGrlnlnnnlC n~ AN7i SEEP COLLAR ~ ~ I-III I I-III-III°I I I-I I =1 A
y Diver Jnnu~ uu nv~in~~~u ni ..v., v SEE DETAIL ON SHEET 29 I III-III-III-III-III-III- 4 a u a' o a o MAXIMUM INFILTRATION RATE OF 0.01 IN/HR. Z
OVERALL SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT RISER FOOTING ° -I - \ , CONTROL DEVICE CONSTRUCTION. ONCE SITE HAS BEEN STABILIZED RCP OUTLET PIPE - - - - / ° A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE COMPLETED BY THE CONTRACTOR ON THE LINER MATERIAL AND PRESENTED TO THE ENGINEER FOR APPROVAL.
AND GRADING IS COMPLETE THE BASIN SHALL BE CLEANED OUT ® COMPACTION TO A MINIMUM OF 93% PER ASTM D698, AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT (1
AND STABILIZED. COMPACTION DENSITY TEST PER 2500 SO. FT.)
0 0 1 , THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE BMP PERMANENT POOL TO A THICKNESS OF 12 INCHES. A z , MINIMUM OF 3 INCHES OF TOPSOIL SHALL BE THE FINISHED GRADE AS SHOWN ON THE DRAWINGS AND/OR DETAILS. CARE v.
CROSS SECTION i NTS. SHALL BE TAKEN WHEN TRACKING IN THE TOPSOIL TO NOT PUNCTURE OR DAMAGE THE CLAY. ALLAY/SOIL MIXTURE MAY BE N I V DEVICE DETAIL
NTS USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL: BY THE ENGINEER,
X