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N _ - . ,f _ k ~ , : ; t , ~.r•- , _ 1 n~,~,- ~ ~ . _ . , ~ _u- _ ~ u y~ - "-dam ~ , v. ~ ^ ~ . r r. ~
GRASS HANN L 1 + p , ~ k _ _ (L-200 ,W-20 ,D=1) _ - / ~ SC>1o1L AS NOTED
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No. DATE BY DESCRIPTION
~ ! i I,, ~ , " PROPOSED DRAINAGE INLET
I- ~ ref 1 ~ ~ r , - , ~ f ~ E' 100 LF LEVEL Q ' " , / SPREADER
PROPOSED MANHOLE 0
<t / #57 STONE ON ~ r - ~ ~ FILTER FABRIC
(n ~ ~ r' STRUCTURE ID NUMBER D16
U o W ~ ~ 7t
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O ~ ~ ~ i' / ~ RIP RAP DESIGNED BY: C.M.W.
Q- w` j AIRPORT PROPERTY LINE / f' ~ t DRAWN BY: W.L.J.
~ y, t/7
U W r j DRAINAGE BASIN LINE CHECKED BY: M.A.D.
~ s" r`
O TIME OF CONCENTRATION 'p a a p p a~ a p APPRO!/ED BY: M.A.D.
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~5 ; / BASIN {D NUMBER DATE: APRIL 2010
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l~ ~iit SL 1,` _~s~~5 PROPOSED CONTOUR 720
~~~~~-'<<-~~~~~~ VELOPMENT
~ DRAINAGE BASIN LINE ~ ;p~,z ~.4: AREA =;p~,z
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TORMWATER
~ ~ INE - w PROPERTY L
0 o° 150° 300° soot PLAN
~ FLOOD PLAIN LINE - ~ ~ ~ ~
W GRAPHIC SCALE IN FEET INGE BASINS)
o EXISTING DELINEATED STREAM
w
d P®PERT B® I TABLE ATTENTION: THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
Ll N E D i R E C TI O N DISTANCE INFORMATION, AlL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC., FOR USE flY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
L1 N18°08'41"W 3324.58' WITHOUT THE EXPRESS WRITTEN CONSENT OFAVCON,INC.ANY
~ , L80 S00°05'41"E 100.00' DISTRIBUTIONW, OLEO INCPART, SSTRICTLYPROI~BITEDOCUMENT,IN
TOTAL AREA TC TOTAL AREA TC TOTAL AREA TC TOTAL AREA TC TC L81 S06°36'19"W 99.96'
rn BASIN BASIN C BASIN C BASIN ACRES MIN. C (ACRES) (MIN.) (ACRES) (MIN.) (ACRES) (MIN. (MIN.) C L82 S14°39'19"W 99.98'
o ( ) ( ) _o L83 S22°53'39"W 100.00'
N 11 .25 L84 S31 °01'39"W 100.00' SALE: AS NOTED
~ 63.72 64 .35 ~.B 2.09 20 .36 ~-Q 1.83 51 .25 $ 3.80 11 -A rn L85 S39°13'39"W 99.93'
0 9 .26 L86 S46°49'59"W 99.96' REVISIONS:
~ 4,13 35 .30 3-C 1.72 23 .33 4.A 0.23 5 .23 ~ 1.77 9 N 1-B L87 S55°17'59"W 99.92'
NO° DATE BY DESCRIPTION 22 .29 L88 S63°17'29"W 99.93' - -
z 1-C 4,54 29 .31 3-D 1.75 23 .33 4$ 0.09 5 .95 ~Q.A 6.00 2~ O L89 S70°19'29"W 100.02'
? 3.42 22 .40 3.E 1.75 23 ,33 4-C 0,10 5 .95 10- 19.00 2~ 25 .41 L90 S72°27'29"W 249.93'
1-D L91 S74°53'29"W 50.00'
~c 7.28 26 .36 ~-F 1.79 23 .33 0.03 5 .95 L92 S82°07'29"W 99.98'
1-E L93 N88°05'31 "W 99.97'
U ' 16.43 26 .46 ~.G 0.47 5 .95 4-E 0,09 5 .79 W 2-A L94 N79°45'31 "W 100.00'
L95 N7o°37'31"W 1 oo.oa' DESIGNED BY: C°~°~,
~ 1.38 21 .36 -H 0.72 5 .95 4.F 0, 20 5 , 60 ~ -B 3 2 L96 N61 °19'11 "W 99.88'
w L97 N52°18'11"W 100.00' DRAUVN BY: W.L.J°
1.18 21 .36 0.97 6 .95 4.G 0.28 5 .49 cn 2-C L98 N44°23'41 "W 100.00'
v 1 1.22 6 .95 0.35 5 .42 L99 N34°10'41"W 99.81' CWECKED BY: M.A.D.
w 0.72 21 3 4-H 2 L100 N25°49'21"W 99.87
0 L125 S61 °18'54"W 65.74' APPROVED BY: M.A.Q.
~ .E 0.80 19 .27 ~-K 1.06 6 .95 4.I 0.47 5 .38 a L126 N84°27'25"W 1157.00' DATE: APRIL 2010
L127 N51 °16'17"W 698.60'
~ 2.59 26 .24 ~-l. 3.46 5 .95 4-J 0.11 5 , 95 2-F L128 N49°44'17"W 230.00'
0 L129 N46°06'17"W 249.62'
~ - 6.24 11 .34 1.05 5 .95 ~ 3.66 29 .27 r ~ L130 N42°15'31"E 1326.18' PRflJECTNO. 2009.157.08
Q L131 N47°31'46"W 345,92'
_ 5 .26 0.89 8 .95 1.27 51 .27 v 0.59 3-N ~ 2-H
I L132 N24°14'14"E 70.00'
~ 1.49 8 .24 0.42 5 .95 7-A 0.80 9 .29 w 2.I 3-0 L133 N23°23'59"E 68.26'
~ 18 .55 3°P 0.73 5 .95 7-B 1.76 12 .29 L134 N34°58'08"E 826.99' •
3-A a.62 L135 N46°51'40"E 61.45'
r i L136 N60°42'11"E 124.05' EET NUMBER

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.
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FOREBAY SELECTED FILL ~ ~ I ~
TOP OF DAM 1' FREEBOA SPILLWAY CREST FREEBOARD SPILLWAY PLACE IN LAYERS
AND COMPACTED
RISER CREST 1' MIN. ~r
1 { ~ ,
EMBANKMENT ~ ~ r - ~ ~'-i~ ~ r
2 2 3 YH 3 STABILIZED _~~~i~ ~ ~ _L
~1 WITH MATTING ~ T
1~ ~ VEGETATION `r AVC®1~, II~C'.
Z SEE INSERT f`i ENGINEERS ~ PLANNERS
CLEAN OUT CLEAN OUT STAKE STAKE I' MAI,LARDCRE);KIII, SUtI'E 145
REINFORCED CONCRETE ;I s~o4cc>i~'cnr~uoNnxlvE.cxax~,oTt~rrc.zsz6v
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e PROTECTION CLASS B " 1667 `C`f~~l~ °
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CONCRETE PAD POURED ANTI-SEEP COLLAR- AROUND RISER ®~F 'i °®NG I NE~
COLLAR i A®®®~~,<®e°®eeee~O® 'i ®B®,A ®®e ®a'°~e
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NOTE: SHWT = 2050.00 FOR POND 1 2 `
~ R DRY EXTENDED DETEfVTIOfV BASIN ~i
N.T.S.
RISER CREST x'57 FlLTER STONE
it
~ 4X4' CONCRETE RISER f DA B 6^A ~B~OCK
o d POND RISER BARREL BARREL TOP BOTTOM g ?TTOM SPILLWAY
°~~K ~ NUMBER DIAMETER SLOPE Y H Z ELEVATION ELEVATION EL VAT60N ELEVATION ORIFICE
~ ~,,y
052.0 205B.0 3.5"
orsiFicE ~ ' 1 4'X4' 36" RCP 1.00% 8' 6' 5' 2060.0 2052.0
2 4'X4' 36" RCP 1.1 1 % 5' 3.35' 2.35' 2060.0 2055A 055.4 205;5.35 2.5"
6" SLUICE GATE E~ = t ~ _ RCP BARREL BARREL TO BE BURIED TO PROVIDE APPROPRIATE COVER.
F
I,. RISER INVERT {
I I 6' t' 3' 30' F
CONCRETE PAD Imo-
rl
i 6k1~~~ 1 III r`~~ k°
~ BLIND SWALE LEVEL SPREADER Seeding Mixture ~ Mixture Rate (Ib/acre) i~~
INSERT (RIP-RAP) Species ~ecies
a.T,s, #57 STONE ON III fescue 100 "
FILTER FABRIC Tall fescue ;rites lespedeza 20
ENGINEERED Sericea les FILTER STRIP Korean lesp Redtop Crean lespedeza 10
rdtop 5 ~'I
~ Kentucky bl Seeding note sntucky bluegrass 5
~ note
After Aug. 1, us Nurse plants `ug. 1, use unscarified seed for sericea lespedeza.
plants ATTENTION:
1"HIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY n May 11 and Sept. 30, add 10 Ib/acre German millet or 15 Ib/acre [;i BNFORPAATION,ALLOFWHICHISExPRESSLYPROVIDEDBYAVCON,INC.,
Irass. Prior to Ma 11 or after Sept. add 40 Ib/acre rye (grain). FORUSEl3YTMEINTENDEDREClPIENT,ANDFORASPECIRCPURPOSE.
APPROPRIATELY SIZED Betwee9n May 11 It may be benef ~ the lespedezas i ~E~/~~ 5~~~~1~E~ S~~i"r~~N Seeding dates be beneficial to lent the rases in late summer and overseed E~ VdI1rH0UTTHEEXPRESSWRITTENCONSENTOPAVCON,INC.ANY P g DISTRG®UTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT,IN
n FOOTER Sudan rass. Pri ;pedezas In March. dVHOLEORINPART,ISSTRICTLYPROHIBITED
~ dates
Best Possible
N NTS Below 2500 ft: 2500 ft: Aug. 15-Sep. 1 Jul, 25-Sep. 15
Mar, 1-Apr. 1 Mar. 1-May 10 A T
Above 2500 ft: 2500 ft: Jul. 25-Aug. 15 Jul. 15-Aug. 30 t REVISION:
Mar. 20-Apr. 20 Mar. 5-May 15 M®. DATA ~Y DESCRIPTION
25' CHANNEL WIDTH Soil amendment Apply lime and 30' CHANNEL WIDTH 10' 5' 10' 1 ACCESS L agricultural lime S ROAD Mulch nendments
lime and fertilizer according to soil tests, or apply 751bs/1,000 sq. ft. ground
tural limestone and 1,000 1b/acre 5-10-10 fiertillzer.
®ll
5' 20' S' Apply 70-90 Ib thelCprefe red ya \ EL. 2060.0 Maintenance 70-90 Ib/1000 sq° ft. grain straw or equivalent cover of another suitable
Anchor mulch by tacking with asphalt, roving or netting. Netting is vferred anchoring method on steep slopes.
S~6E Y: C, . lance °
Mow no more t is fully adequate o mare than once a ear. Refertilize in the second year unless growth Y: °t°J°
adequate° Reseed, fertilize and mulch damaged areas immediately.
C~C~ a Q.A.D.
EL 2053.0 ~ ~ 2. ~ SEEDBED PREPA 5 r J~ 5 5 AREAS TO BE S 5 DEEP. TOTAL SE NORTH AMERICAN GREEN'S LOOSE ROCKS, R .D PREPARATION:
AF'V Y: .A° °
TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 2"
TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" DEEP, AT'm APRIL ~01~
ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
NORTH AMERICAN GREEN'S LONGITUDINAL SLOPE = 0.05% SC 250 PERPA,4NENT TURF LONGITUDINAL SLOPE = 0.5% SURFACE SO TH SC 250 PERMANENT TURF DEPTH (Q10) = 1.0' REINFORCEMENT MAT ~E SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND CDJCT 2009°157.0$
DEPTH (Q10) = 0.20' MAINTENANCE OF NANCE OF VEGETATION, SURFACE FOR FINAL SEEDBED PREPARATION AT FINISH
SHWT = 2050.00 REWFORCEMENT PRAT SHWT = 2050.00 (OR APPROVED EQUAL) (NP.) GRADES SHOWN, ~ SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
(OR APPROVED EQUAL) (NP.) /k i I
TYPICAL SECTION 7°(PIGAL ~Ef+TeO9V A SOIL TEST SH GRASSED NTS NNEI # 1 GRASSED NTS NNEL # 2 WOIH THE SOILO TEST SHALL BE TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO THE ~ _ r '
EST REPORT. LIME FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED
HE SOIL DURING SEEDBED PREPARATION, ~ ~