Phase 2 Drainage_C7.0 Schedule

I
DITCH/SWALE DRAINAGE CHART-PHASES A. Nd/11DrArege Ran.IT Weer- now un,vle une DeY UP Innnon Invedup V.IDn Phase 2 Partl Z Left Side R ht Side OFlow fl No. LIneID InIeHD Area ac Carr c rasa Rate chi in sla e% ft k R k/s '" '�'"--""'�` "' �UR Q1 OW A lope,ch Widthottom Cdlc.Shear 1EW900 C8801 0. 0.] m n.M 24 205 82a46 814 810.66 1L66 DIM2lA, D.A.,Ac. C HQ in(hr QSO,tfs Slope,2 Slope,2 Medt k)n(ng. Mmnkt&n* Depth, Velocity• Sbpe,4i Width Stress,psf zce am ceBM a16 a] m m.e1 za z aza91 ay.36 s1a1a v.sz Basin BOttW3 Tppof Top of Sp8lway Weir IBicerJ Basin DlmensbrD Skimmer Skimmer Anti-Z1 2.1 ft Vio,fps 3MSM C8803 U52 as m zn IS 3.B6 WM7 MILES SM65 z NO. Elev Dam Rear Elev. Length Barrel At Top.,, At Emerg. At BotL She Ibe Notation408803 MEN am as m L3 LS am 8327 8z5.a5 52621 z® ____. Elm. Ii -...-. She .... of Dam Spillway of Basin Size Sizer°DS 50 to Y155 NA NA b-8 315.00 2.00 2.00 2.4 O.W Gras 0,033 0.29 1.76 0.44 scaaM Hwsas 6n ae 1z 2s.s7 M z33 821a3 e1a3a ass.s &3 6 FES am Man an as m loos % 101 Sam BOSS 8OE94 &25 SB2-1 802.00 807.OD N/A 805.50 4 N/A 28'x55' 2Z'x49' S'x35' 1.5 1 N/AC5-2 to ri 5i4 p.S9 OSO 6.8 3.03. 2.OD 2.00 1.9 0.00 Gras 0.033 0-72 390 O.Sb C:D53 toM 513 0,73 0.60 6.8 2.9E 2.00 2,00 2A 0.OQ Gras OA33 0-68 324 1,10 7CBan Man au M6 20 29.55 36 Lo1 am7.8 Si MO7 77.9 S82-2 803.00 808.OD N/A 80750 10 N/A 53k104' 4'JA 33'x84' 3 2 N/A
aceanA aazz au as m x.s 36 4.25 ass37 ay.e eM.a ass.M 7e 582-3 804.W 809.00 WA 8Q7S0 10 N/A SSk106' 49'x100' 35k86' 3 2 - N/A W,� yo
DS-4 to Y1510 0,15 M60 6.8 0.01 2.00 400 4.6 0.00 Gras 0.033 034 2.69 0,97 90822 C8824 I. M7 m n.ss % 1 .7.9 KIM EIIII ant.% 1s7
OS•5 to A520 1,32 0.60 " 5,39 2.D0 2.00 3.3 2.00 Reinforced Mesh/Grass 0.022 038 521 0.77 mCB 824 08825 an 0.6 10 z74 IS L% an.26 82422 MIR MIS 614 SB 2.4 783.00 788.00 N/A 78650 12 N/A 57ki11' S1'x105 37k91' 3 2 N/A hn*�
n CBM C8836 am 0.6 m Tau ss 1 82A.12 Won IM&M SIS.n 431 582-4A 787.00 792.00 N/A 79050 4 N/A 251AW 19k42' 5k2v 1.5 0.75 N/A
OS•6 to YI509 1.32 0-60 6$ 5,38 2.00 2.00 lA 0.00 Gras 0.033 0.38 5.60 0.33
12-eta Ce 83] 0.IX3 D.] m 2694 % 1 Bn.26 822m 812% 813.12 7.33
DS-7to Y1508 059 0,60 6.9 2.41 2.00 2.00 3.2 0.00 Gras 0.033 0.61.. 3.34 1.21 13 CB 617 MUS am 0.6 10 27.M m 0.7 KIM KIM BULK B23.67 7.81 LU c m.0
la ce s78 team am a7 n.46 36 a] au.za Bzass s38a7 BSan 7.s SS 2-48 782.00 787.00 N/A 78550 S N/A 48k92' 42k86` 28k72' 2 1.5 N/A
DS-B to YI 507 0.60 0.60 6.8 2.45 2.00 2.00 3S 0.00 Gras 0.033 0.60 3.45 1.3Q �t N
D5.9 to Yl 5# 0.61 0.60 6.8 2A9 3.00 3.00 5.3 O.OD Gras 0.033 OA7 3.77 2.56 15CBan CIT B3o ass 0.6 27.34 36 on MIS MIS SUK Sam 7.78 SB 2-5 796,00 901.00 N/A 799.50 10 N/A 32'x165' 28kiS9' 14Si14W 25 1S N/A w�0
16CBM FESDILETa31 131 ME 1&73 30 12 =is MISS ass.% B16 &% 582.6 813.00 818A0 N/A 81650 4 N/A 25k113' 19k107' Sk93' 2 35 N/A `�
OS-10 to Yt OAS 0.60 6.8 1.67 2.W 2.00 310 0.00 Grass OA33 053 2.46 0-99 race szz ceSt3 a o.6 an ss I e17.e elan slz.az ess.n 3.% SS 2-7 799.00 79&W N/A 79250 4 N/A #'x64' 28'x5g' 14W 15 1 N/A
MU to Yl 23 0.50 0.60 6.8 2.04 3,00 3.00 4.1 0.00 Grass 0.033 0,46 325 L17 M CB 63o CB 01 ao1 a6 7.68 18 Lss 82MIS TIMOR gloss 8n.23 6.� m o 8
pS-12 to YI 3A3 0.60 6.8 4,20 3.00 3.Q0 3.g 0.00 Gras 0.033 0.61 3.79 1A4 19C6 832 CB 831 IN as m 7.89 as 2.36 TIMOR BZLa3 817M elan so SB 2-8 790AD 795.00 N/A 79350 6 NJA 30'xi12' 2Ak1D6' 10k92' 2 iS N/A }Ccm
m EW 630 CB GI a17 as m ME 24 2 7%.5 BM.75 7%.5 ME M53
DS-13 to Z3 0.76 0.60 69 3.10 3.00 100 01 0.00 Gras OA33 0.83 2.06 038 21 CB 01 CB630 am a 10 20.75 24 2 111 8M.56 nen 799.41 laa3 SB 2.8A 815.00 820.00 818.50 N/A N/A ZV/24" 65k125' 59k119'** 45k105' 3 2 3k3k115
DS14 to Y123 1.03 0.60 6.9 4.20 3.00 100 4.7 2.00 Gras OA33 0.35 3.88 1.04 ncB640 CB MS a as 1D 9.2 is 3 8M.56 814as SOLW 8M.37 m.3z SB 2.88 743.00 796.OD N/A 7%50 i0 N/A 52'x100' 46k94` 32k80` 3 2 N/A SiiuNrNrrrr
OS35 to Y123 0.53 050 5.g 2.57 3.00 3.00 5.0 0.00 Gras 0.033 0.48 3.73. 15Q race 64s CB 617 a a7 m 7.9z 1s file slags an.i9 Si ay.M 6sa y
za CB 647 CB65o a09 0.7 10 6.85 1s 2 817.19 SMIS W122 TIME 6Z/ S82-9 777.00 7$2.00 N/A 78050 i6. WA 41'x2O9' 35k2O3' 21k189'- 3 2 N/A ,qN CA Rp''e,
DSIb to YI 0.29 0.60 6.8 318 3A0 3.00 33 0.00 Gras OA33 0.34 2.61 0.80 ss cB 6so cB s53 au o.7 m Ls1 1s z 519.ss s2z R33.33 a16n zss SB 2-10 790.00 795 00 WA 79350 6 WA 26k120' 2Qk114 6 zip 2 -1.5 N/A *,`
e
DS17 to Y123 0.56 0.60 6-$ 2.28 3A0 3.00 3.0 OAO Gras 0.033 0.51 2.97 0.95 MCB653 CB654 U41 as m Lr 15 v mz In45 H166] mo 4.17 :** : ?= AMERICAN y'a
DS-19 to Y123 OAS 0.60 6.8 1.84 3.60 3.00 2.9 0.00 Grass QA33 0.47 2.76 0.84 nca sso ce651 a% 0.6 sss ss i em.ss B1av aL3.33 esss9 s.sa Y'Vda\21dM Mocw,aepnl000q\oeeemm�}sdwewn\s.amaaaannsdrcmrteph.z Prt 1}.rhx� - --- - = ENGINEERING
*Side xs xd t At _
-... _._-- _..._ _
28 CB 6s1 YI652 L39 as 198 15 0.% Bm.l] 820.]4 San SAW 5.44 I. I $(25/2 -m ASSOCIATES O�
05-19 to YI 21 OA7 0.60 &8 1.92 3.00 3.00 4.0 0.00 Gras 0.033 OAS 3.17 1.12 --_.- _ _.---- _ _ -.. _..
29CB647 CB64s all 0.6 1.M 15 I 917.19 817.19 811.22 a1L48 L09 _ $SOUTHEAST Q,
i C 3a81 �.
OS-20 to Y121 0.79 050 6.8 3.22 3.00 3.00 2.5 O.OQ Gras 0.033 OS9 3.03 0.93 3o ce s4s ce 6w o.0 o.6 0.7 ss zs1 an.1s e18s 81L68 s129r 4.n Sediment gashi/sedlmpK Trap Schedule
31 CB 01 CB632 ant as m 7.% is 1 8M.75 SOJ.To M.. Sol 13 E53 '.'-�
QS-21 to Y121 0.74 0.50 6.8 3.02 3.00 3A0 3.5 0.00 Gras 0.033 0.54 3A0 1.20 _ phase 2,Part 2 r •�•.•`•
32 CB fii? CB MA 0.0E 0.65 m 7.69 ]8 0.94 8M. YM.% 800.33 800.39 fill - _:....
OS-22 to YI Zl 0.50 0.60 fi.$ 2.04 3.00 3.00 3.2 0.00 Gras 0,033 0.48 296 0.96 MCBMA CBM a 0.6 m 7.ss is LSI aM.05 smie 80159 a1261 7.07 �
OS-23 to Y1215/ 16 0.78 0.60 6.8 3.18 100 3.00 1.9 0.00 Grass OA33 0.62 233 0.74 34 Ca633 CB 634 0.35 0.6 m 6.1 >e 1 899.1E 80159 eozal Wall sa Badn Bottom Top of Top of Spillway Wetr RBer/ Basks Dimensims 5klkemer _Skimmer Anti-
OS-24 to YI 21 0.38 0.60 6.8 1.55 100 3,00 1.7 MDG Grass 0.033 0.49 218 0.52 %CBEm Ce6% ai as m 5.09 ss 2 809.58 BILE 80146 Sm72 7.15 N4. Elm. Dam Riser Elev. length Barral At TeRI ,,.,-At Eirs"..,.,.,,,At Bott, -She Halls station'!
36 C8635 CB 636 0.1 a6 m 4Jo 15 4 KIM M46 Sa592 SmS7 66F .. - ..
OS 25(Rear of Lots 6-84 0.50 0.60 6.8 2.04 3.00 3.00 1.7 MUD Gras 0.033 0.54 2-34 0.57 Bev. Elev. Size of Dam of Basin Size Bee* N
31 C86% CB s37 asa as m 3.m ss 1 a13.a6 S33.a6 eoev a%.43 4n SPww+Y .y9••,,,.
6.89 0.60 6.$ 28.11 2.00 2.00 4.2 3.00 RipRap 0.037 095 6.Q8 2A6 MCBE7 CBG38 ass a m 15C ss I SamSam -63 S09.14 112 S82-11 813 gig 816s N/A WA 15'(18* 26196' 2O'nO'** 6'A7V is 1 21t27(1D.5"
DRd1I.D. TRAPEZOIDAL SWALE I GE mica am CBm9 U41 as m L37 ss L75 813. =17 aN.S3 L% SB 2-12, 780 785 N/A 7835 10 WA 41k130' 35k124' 211s110' 2S 2 N/A
40CB645 CB646 an M7 m am IS 1 81 W1 m7.n Sci Los S L
Loft Side Right Skle 410 pow Nov -13 750.00 755.00 N/A 759SO 10 N/A 961413V 4pki26' 26k112' 2S 2 N/A
41 CB 640 CB 691 0.22 Q6 m 11 20 0.% SiBM.56 8M.0a 79&61 8M.14 4.57 9810
Avg.Ditch Bottom CalcShear 42CB641 CB641A 0.zz 16 10 mall m 10 eM.04 807.05 aoa34 80a6 6.6a S82-14 BDDAO 805.00 N/A 803S0 8 WA 41'x78' 35' 21'x5V 2 15 N/A_ �
D.A.,At. C i10,fi/hr 010,ds Slope,2 SIOpe,Z Aope,% Width Ditch lining Manning,In Depth, Velocity Stress,psf a3 CB641A n642 os ass m 9.91 24 in 8M.05 807.83 8%.6 8M.n 6.n F/Y(iINEF' �•C`.
Z:1 L'1 ft Y10.fps anw2 nsa3 146 ass m 7.44 ss 1 m7.s3 m9.z6 mz9z man s.a $62-15 785A0 794.00 N/A 76850 5 WA 34k74' 33k68` 29'x54' 2 i.25 N/A
CA..
Nelson Greek D m n 643 n B44 LM Q55 m Ln . 3.n 809.26 817.04 80443 Sam 3.0 R'
US 3C(Receives DS 3A&US B a s) NA NA 6.15 315.00 2.00 2.00 1.8 8.00 RipRap 0.037 2.81 8.23 3,16 46 FES10 ce 22 0.24 0.6 m van IS 9.m 788.53 292.6E 783.6 786.3a I&M SB 2-16 798M 803.00 N/A 801.50 4 WA 33'x63' 27k57' 13k4T 15 1 N/A
DS 3D(Receives EW 501& 502 Discharge) 70.44[ds+3.SO cis) 73.94 zoo 2.00 1.0 6.00 RlpRap OA37 1.73 4.S3 LOS 470IT CB668 0.24 0.6 m 7M IS a.n n2.6a aoi.4 7a9.58 7%.2a 11.27 S82.17 777.00 782.00 N/A 78050 4 N/A #'xfiW 28k58' 14'x44' 15 1 NITA
US 4A (51.77 Cis+51.77 cis) 103.S4 7-00 100 2.0 &W RlpRap 0.037 1.72 6.39 2.14 4awsse OR6m 0.2 0.6 m s.45 IS a BOLO 809.56 7%.48 am.6s s.71 SB 2-18 777,00 782.00 N/A 78050 4 N/A 33'x6W 27k5V 13'x44' 1S 1 N/A
49[B 6m msrz an as m in ss 4 a».ss az7o5 e08s B1Ln z SO218A 765.00 770.00 N/A 768.50 6 WA 17k122' 21k116' 7'xid2' 2 1.25 N/A
0548 128 030 6.15 23B Z.00 2.00 0.3 1.00 Gras QA33 0.71 1.36 0.13 5OCB6n CBfin 0.62 6.5 m Ln ]5 1 817.05 817.E ULa7 BlLn 4.45 2
US 5(Receives FE5105 ischa ) 2.16 0.30 6.15 3.99 2.00 2.00 US 1.00 Reinforced Mesh(Grass) 0.022 0.60 3.02 0.30 51 CB 6M M671 i.l 0.5 m 3.% ss 1 M.% M56 sales B0s11 4M SB 2-19 787.00 792.00 N/A 790.50 14 N/A 41'x191' 35k185' 21M71- 2S 2 N/A
OS 6A 10.60 030 6.25 1936 2.00 2.00 1.0 4.00 RlpRap 0.037 1.01 3.21 0.63 52 CB CB 6s9 an as m zM IS 1 SOL4 WIN n5.4a M74 11 �
53 CB 12 0674 am 0.7 m Los IS on ME non 787.M MOB 4.36
US 6B 0.62 0.30 6.25 1A4 2.00 2.00 1.0 3.00 Reinforced Mesh(Granj OA22 0.18 1.93 0.11 SB 2-20 783.00 788.00 N/A 786.50 4 N/A 21k66' 15k6V ik419 i5 0.75 N/A
54 CB 67/ CB fin 0.1/ O.J m L3 ]5 1 794.n n1.2Z n&28 78a.59 3.n
US 7A 1.00 0.30 6.15 1.85 2.00 2.00 1.0 3.00 Reinforced Mesh(Grass) 0.022 0.23 2.28 0.15 55 CB M5 CB 675A o. 0. m O n I5 I n422 79azz 7887a 738a &s2 50 2.20A 79340 798.00 N/A 795.SO 6 N/A 2Tx120' 21'xi14' 7k100` 2 1.25 N/A -
US7B 0.95 0,30 1.15. 1.75 2.00 2.00 1.1 1A0 Reinforced Mesh(Gran) 0.022 0.37 Z.73 0,25 %ca 67s CB 67aA a1a o. m a6 ss 3 79tzz 794zz 78&2a 78&34 LW 562-21 770.00 775,00 NJA 773.50 8 N/A 31'x154' 25'z148` 113f1#' 25 2 N/A S
5]FESSm CB 812 0.22 0. m 5.7 le 2 78619 79&1 ]a5 735% 7-8A
D58 3.42 0.26 5.15 5. 22
2:00 2.00 /.3 300 Reinforced Mesh(Grasj 0.022 0.40 3.54 033 59 CB 812A CB 813A a1a o. m all 1s M29 0.6 TO 5 IS Lzs 79a1 BDL19 n167 79488 sea Side x.sldexdapt. !eAAt top N/A `N/A 24/24 27'z139' -21 x133'*" -7k119' - 2 SS 3k3k12'�
D59(Receives FE5305 ischa Vie) 3S4 030 6.15 6S3 2.00 2.00 0.7 5.00 ReiMorced Mesh( 0.022 0.41 2.78 0.18 Gi 513 cBa1a ass a m 3.e1 1s s BILLS 8M.46 7%% e013 819 rUorauwo4 M«ksnsaDtn000slWowrmm�lsrAedlk:Wameltwxnschrdwe0m.7.Pm
D5301(Receives FE5301' Dis arge) ----+--• 10.57 2.00 2.00 0.5 8.00 Reinforced Mesh(Gaass) DA22 0.46 2.62 0.14 61 ce a1a ce als as a m 2.01 15 3 m7.46 Si Sm. 801.76 is o
IFE!760 Cli all m 73 IS 1 7%.M 79L12 784.5 784% 5% ---- ---- ------ ....... -..--- --.. -.__ -.._. _ _..------ -_--
(53.93 cis+0.7 cis) S4.63 2.00 2.00 0.5 12.00 RipRa l 0.037 1.28 2.94 0.40 761 CB 762 M16 m 6.88 1s L24 791.12 MAE MOB 785.% 8� Sedlmerit Bask3/Se&nent Trap Schedole�
D5310(Receives FES 309- Dis argej 762 CB 765 M26 a m 45 15 Lag 7W.89 ]L31 788 788.45 5.72 _ _ Phase Part 3.
---- ..--- _._ ....
D5351(Receives FES SS Disth 70 C87M al a m 123 IS z5 M31 800. 73e.68 M. 4.n � C>
( Be) ------ ---- ,-- i6A9 2.00 2.00 0.5 8A0 RipRap 0.037 0.78 2.13 0.24 z
BE767 Cli MOB m 2.89 25 15 800. 80L35 794.14 795.83 3.99 q
(11,0 cis+0.2 cis) 13A7 2.00 2.00 0.5 5.00 RipRap 0.037 0.90 2.19 0.28 769 CB]m a2 0. m L65 25 1 amm WZ35 7%% 7%.34 a.39 Basin Bottom Top of Top of Spillway Weir Riser/ Basin Dimensions Skimmer Skimmer Anti-
(Mail .J
1D42Z4KWsk-Real esF 2241 ]m ca ni a31 a m L04 ss zo1 8m.35 Emil 796.sa 737.53 4ss NO. Elev. Dam Riser Elmv Lerrgt_hi Barrel At Tap At Emerg.„At BlDtt. Size lkRle Flotation z
225(Receives FES 225&F 224 charge) ----- ---- --- 0.86 2.00 2.00 1.0 1,00 Gras 0.033 0.34 1.64 0.21 767 ce 7se am as m aw ss 1 8014 Si 794.14 79ka 2.05 elev. Bev. She of Dam Spillway of Basin Size ske* a
765 Ca 766 M24 0.6 m as ]s 1 794.31 79436 788.68 788.94 L22(3.76 cis+p.86 ch) 4.62 2.Q0 2.00 0.5 2.00 Grew 0A33 0.72 1.41 0.22 S62.22 754.00 754.00 N/A 75750 4 NJA 2Sk112' 19'x1Q6' Sk92' Z 125 N/A
762 Ca 763 M16 0.6 m I% ]s 1 n3.S9 TAM 7a8 788.m 3.88763 Can3A ais 1 m as 1s 1 n3.w 793.9 78&46 78852 in 582-23 755.00 76MOO N/A. 75850 4- N/A 33k62' 271AW 13'x42' 15 1
RIP-RAP PADS 73 CB 762 CB764 an 0.6 m 0.9 ss L7 7 89 7%.09 788 Mal a SET 2-24 745A0 75MOD N/A. 748SO 10 A 51'x98' 45" V 31WS' 25 2 - N/A p o
Phases 1&2 74 FES615 CB 96 an 0.6 m am ss a% 78252 -3 781 7ffi.52 623 SB 2.25 779.75 M.00 783.75 783SO 10 18"/24" 56'x107' SOk101' 36k87' 2S 2 2Sk25k9.5" '^100
>z
7SCB616 CBs19 am 0.6 zM IS 5.74 n0.3 eolsa nz.n 7 ,n L S82.26 745.00 750A0 N/A 749-W 6 WA 40k76' 34k70' ZO'x56' 2 1.25 N/A i
Dat 3(13/23 nCB619 OEM an 0.6 m am IS LOl m352 BO4]3 ns.02 M42 114 +*
Y:Vo US-004MockWI.(R21000a)\dooum \Scheel l.VJPftPPed-1 NOTE:YI=OPEN THROAT INLETS nCB 616 Man 0.22 0.65 10 4.n 15 is M..3 79L56 n2.72 783.32 &TS
sing NYSDOT Method 78 CB 617 YlM L23 0.6 m 1. u 1.m ni.ss MIS n153 n4.9 6
O TLET PIPE DIA. VELOCITY ZO E STONE STONE WIDTH LENGTH DEPTH 79FES75D C9n1 M1 0.6 m 128 1a 5 M29 7%.3 ME 78204 Las
O. (IN.) (FPS) SIZE CLASS (FT.)* (FT.) (IN.) WCB 751 Ca 7W a as m M9 IS 3 7%.3 eo117 78124 787.n 7.54
MCB715 C87M 0. as 10 In IS 5 WLI7 eM.5 ]a7.95 M75 108 m
Bz ce 759 cB 7s3 an 0.6 m Loa ss 4.% aM.s &]3.% 789.% T!L% ail
A 72"&60" 9.06 4 13" 1 35.5 48 36 W cB751 C8755 am a6 m 0.87 1S 6.m ma% D2525 Maas MIA 4%
B 84 OR 7M CB 715 0.. M6 m &8 15 1 s0117 MIT; 787.% 789.2 6%
C 48" 5.01 2 6" B 16 24 18 85C87n Cam 0.21 as m 4B IS Ln 7%.28 7 W 789.a 795E 4.08 STIPULATION FOR REUSE
%CB n3 CB n1 0.22 a6 to 11 IS as 7%.03 MOO nL78 79L91 3.05
870721 CB721A 0.06 as m LSI 18 0.51 796.08 n5.87 79211 792n 1.98 ON TNIS THE
SPECIFIC
WAS PREPARED FOR USE
A-Nelson Creek Dr. a8 M721A CB 722 0.4 0.6 m 1. 15 0.51 79557 7%.4 79243 ME 3.24 CONTEMPORANEOUSLY WITH NAMED
ITS ISSUE
M 073 n n5 U73 as m 3.n IS 2 798.28 796.70 789.4 792 3.74 DATE AS LISTED,HEREON.AND R IS NOT
B- urphy Meadow Rd.(Crazing limin ed) 90n725 n7m 0.a3 0.6 m L" IS 0.0 796.n 79B57 79249 7%.2] 2.% SUITABLE FOR USE ON A DIFFERENT
C- rontiersman Dr. 91 CBn3 M723A 0.21 0.6 m ITS 18 a51 7%.03 786.05 M'S 791.9 2.82 *Side x Side x depth I--At top Of riser PROJECT SITE OR AT A LATER TIME.USE OF
92 CB MA CBn4 0.4 0.6 m 1.3a 15 6m 796% 79615 792.1 792.69 Sant ..-- ..-_..._-. . _ ! _ .._:_ -_ __-_ _-_------ ---------- THIS ORA%'"FOR REFERENCE OR DAMPLE
%CB nl CBn1A 0.14 0.6 10 OA] 15 4.% 79&3 n835 ]8A54 ]85.M Sala Y\Iob4\l1-0OIMwYseae IR210maRDawmrnfs\ScxeWPee�S�rlwM Ba9n 1che11 R'n 2 P 3.i $/25J pd ANOTHER PROJECT REQUIRES THE
*D nstream width,use 3 x pipe iam rupstream(single pipe),3 x pipe diameter -- - SERVICES OF PROPERLY LICENSED
94 CB751 M752 0.Q as 10 14 35 5 79&3 M83 784.54 ]a7.31 7.46 ors-rwuc p �,m,e.nn lml,rvcu weeistlOR&ia4r ;R�atlladxMYWx ARCHRFCIS AND DE NEBG REPRODUCTION
to enter distance between pip upstr m(multiple pipes). 9s FES 7m CB701 an La m m.ss 24 L25 M.M. M73 781 78149 7.6 uPorS smmmiz OF THIS DRAWING FOR REUSE ON
%CB701 Cli an as m 9.35 7A 1 Mn M73 non Mail 6.% .stv"' ^•�'-» .. --" I ANOTHER PROJECT 15 NOT-AUTHORIZED
9)C87M CBT'12A M19 as To SL34 24 a. 79LLn 792.n 78468 non 5n AND MAY BE CONTRMYTOTHE LAW.
F 100 18" 5.98 1 3" A 5.5 6 12 STA8iL1zaT1oN111.1,ZAmES G
M07MA C87M am as m L68 u 1 M71 795.89 7W.81 78 E 4.43 '
F 102 Zg" 8.8 2 6" B 6 9 is W07M Cams 0.24 0.s m as ss 10 n5.89 7%.6 M.6 M.% 3.46 r,.r. •,• ,•.• _ fEttu agarat»-
F 200 42" 9.29 3 13" 1 15.5 28 24 4 M07MA n706 adz as m 9.n 24 0.81 Mara 7%.61 J6 M 786.42 389
101n7% AM 0.8 as m 5.08 IS 1 79D.61 MAI 786.67 788.n 5.82 Sire AREA DESCRIPTION aTADILIZATION TIMEFRAME EXCEPTIONS
F 40D 15" 6.g 1 3" A $ $ 12 102Y11,08 n 709 an 0.6 m 264 IS In 793.n 7%7 788n Miss LES
F 450 18". 12.46 2 6" B 6 9 18 1M CBMI C87MA M2 0.6 m 167 ss 5.84 n2.73 nzn 7a7.s 789 U-2 N H
- 104CB7M C87M all 0.6 m aw IS Los n2.73 795s1 7a7.26 788.93 IV PONnuderm..'swa4w-di nbg,seepis 7Law i Z
is n 7m n 7M am 0.6 m LS 6 0.% 7%.si nz27 78665 787.z LEE c
00
F 500 42" 11.9 3 13" 1 15.5 28 24 CZ N
m6 EW 31 HW 13 0.45 0.6 m m.87 54 845 n0.61 799.5 m 778 I678
F 601 35" 6.5 1 3" A 5 5 12 LED FE5610 ces11 an 0.s m zv ss L% nvo3 n706 7s9.s 7Eois 6 Qr t.J O
HSkorolPlWa1MJ}Kavl Raiai 74aYR
v%CB6n ICBM 0.43 0.6 14a 11 2 n].% ]69.29 ]60.38 ]6L38 5.11 py r. Uj N
F 10 15" 16.38 3 13" 1 5.5 10 24 0
E 11 54". 16.78 5 23" 2 21 45 36 s men a:3 7 .�iOi...1J
bPeeaDxlwr IP slopes era rD or lesalniengM arMare i� Q
F 610 15" 4.65 1 3" A 5 5 12
rant sie4pm own z:t,udayaare allo0vea: � U aLLI
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F 615 15" 5.99 1 3" A 5 5 12 = LT] M
F 630 24" 11.53 3 13" 1 9 16 24 U .-T U
SbpYl iNiaalx 14aNJS ]�rsforslopas arseaz Dien SO'Ip I40dth. N (A
F 700 24" 8.7 2 6" B 8 12 18 4 �-i 0 H V) O
NiolhkrazAM'x4e.:41l4ptlnpWV4-41 44days. NOae;a%s@Lt4a pmvmamm xnd How toner. y V Cx.R Z
F 750 18" 5.07 3" A 8 20 12 4 W O
F 760 15" 6.52 3" A 5 5 12 - Z•,
F 800 24" 11.66 6" B 8 12 18 __ .....:.......
NELSONS CREEK-PHASE TWO-SWALE CALCULATIONS
F 820 36" 9A6 3 13' : 1 13 24 24 '
...--_ ....__ __. .._... JOB NUMBER, 21-004
F 810 18" 7.94 6" B 6 9 18 I,-...
W�Pwk"skr W�Ped�r j CHECKED BY:
F OSl 18" 3.1 3" A 5.5 6 12 - I5�,,,,` � .. _ DRAWN BY: ALP/EDS/jMAC/JAR
** cart higher zone due to>10% rodeo slope -
NPI Inge Pool,See detail for lowered bott 3 m DATE:
- - 2022
... eqa 1 a 2 t ei0e .7 4 ._a Jt .. :. _ - SHEET TITLE:
ap-
FLOW PATH j - Rood"Each Season Trapezolaaioroch I Swale Sea.
FES GR EXISTING
OUND r..... _.
04otTo$ae.) (Not ToSoala) - SCHEDULE
24" - 4LOTakenframsitespecalc NOAAwebane:Tc4 min.;ntensity-6.80m/hr;OJJ,-luescorrespondtolrne Hiesfor Tc=IaO minutes pies pipe travel time
6" shear St-6ZA(d)(Slope) -
Ame Greeri Produd(SCLSOON):70%Agd Stew&30%C-m R6erwkh .;, =M2;Alowable Sheer-i.elb/s.f SHEET NO.:
0ratt-Fmwe Uned,iw_o30;Good for Via c4A Ties
PLUNGE POOL DETAIL -__ /�
NTS *Dosesron NNali6 to flow d<2;mA37 ■ 7a0
1*faut Fiber With raLn•0.02 T l-.- --1. �•a