Phase 1 Drainage_C7.0 Schedule

i
Inlet Flow L(ne Line Rim Rim Velocity
NELSONS CREEK-PHASE ONE-SWALE CALCULATIONS Downstream Drainage Runoff Time Rate Size slope JE
lev On ElevUp Invert Invert On a
.__ _ -- -._.:_ _.......-.. _..... -_... -...... ...... .. ..........._ .-_-_ Structure Area(ac) Coeff(c)(min) (ds) (in) (% (ft) (ft) Dn(ft) Up(ft)lft/s) :....-_. ........- .- --- ---.
- - - - - - -
_. . FES 100 0.45 0.6 10 4.9 18 1 809.79 813.22 808 808.36 6 39 -.._ _._ ._._ ...._. _ m
_- ... `. CB 101 0.08 0.6 10 4.49 18 1 813.21 813.21 808.56 808.9 4.35 PhasesP2&�2 �'' "L
Wetted poornoter Wetted Perimeter .___..-._- NOTE:YI=OPEN THROAT INLETS Date 3/13/23 .- - /t 1' ^,
CB 102 0.08 0.6 10 4.54 15 0.42 813.21 812.35 809.1 809.15 3 7 y,yuyces AwrktRklez?oom)W°S.'"^*''e\sd,aasalalPHmP p ,r�E- W^1 rn O1
LU
.- -.. :.-
CB 102 A 0.06 0.6 10 4.37 15 2.13 812.35 815.91 809.28 811.63 3.58 - Using NY5DOT Method -- Ii W m m
CB 104 0.320.6 10 4.22 15 0.83 815.91 816.36 811.83 812.27 5.21-..._ .. ._ ___ -_-- .-.--.-..-_ ....toed Side d Lof Side " -..... ...-... M111.. -I
_ EDIA. VELOdTY -__- STONE STONE_ TH LENGTH DEPTH -_ -u'J PIP ZOFJE E WiQ L H 1°
.... ......_t .._ - ...... -...... ....- -P_-
___ .. �1 _ --- -) CB 105 0.32 0.6 10 3.24 15 1 816.36 816.36 812.47 812.73 5.22IN.) (FPS) SIZE CIA55 .)* (FT.) QFJ.)
2 2 2 -_. CB 106 0.15 0.5 10 2.27 15 0.81 816.36 817.86 812.93 813.36 4.45 C Q d
-. - CB 107 0.11 0.6 10 .45 35 1.31 817.86 818.53 813.56 814.47 4.252"&Ti0" 9-06 4 13" 1 353 48 36 0 0
.. .. __. ..._ _ -- - _ C8109 0.33 0.6 10 11.1 15 1 818.53 818.53 814.67 814.93 3.92 �m n
m
Roadside Ditch Section Trapezoidal Ditch j Swale Section l CB 107 0.18 0.5 10 0.5 15 0.76 817.% 817.86 873.56 813.82 1.4748" SAi 2 V. 8 16 24 ?9 i W F=,�N
_. - --
- :_ - -.
(Not To Scale) (Not To Scale) CB 101 0.8 0.46 10 2.05 15 0.88 813.21 813.21 808.56 808.66 2.31 ._..- w`8 z
I CB 102 0.06 0.5 10 0.22 1S 0.83 813.21 830.89 809.1 809.5 0.33 eek Dr. ,_-_� `�- 3 e
- tar
T= h I r Murphy eadow Rd.Crossin eliminated 77
REV 061622 Ito Taken from site specific NOAA website, c 5 min.; -6.80 in/hr.;Other values Correspond to intensities for Tc-10.0 minutes plan pipetrzwcJ[Hive FES 500 0.1 0.6 10 47.81 42 1.51 757.13 763.59 753.75 755.82 12.01 ----.J m e'en
Shear Stress=b2.4(d)(Slope) - - ----
_-._i CB 501 0.21 0.6 10 47.69 42 1 763.59 763.47 756.02 756.28 8.62 nan Dr. ��
American Green Product SC350BN):709G Agri Straw&30%Coconut Fiber with ;Alowable Shear=1.8 Ib/s f CB 502 0.25 0.5 10 23.18 42 1 763.47 763.48 756.48 756.74 4.2
_---- ---_ ._------------- - -. ._------------- _..- ( H _. . net,rw.D22 _ .._ .... _..._ ._ is cleft center
*Grass-Fescue Lined,n=0.030;Good for Vi0<4A fps .1 *Downstream width,use x pipe diameter upstream sirwle pipe,3 x d m ...
-.-- ----- _.._ -..._ _.-- .-s _.. .. .- .... _.._ _. .... -----. --- --... .....� CB 503 0.61 0.6 10 19.97 36 1.02 763.48 779.91 757.24 757.53 8.29 .... .a••o"'urq�
- _ "CIasBRlprap,6"5ixe;flawd<2';r1=.037 to center distance betereenpipes upstream(multiple pipes).
].Coconut Fiber with net,n=0A2 ' --- ---- --- .I, YI 507 0.6 0.6 30 18.82 36 5 779.91 784.39 757.73 765.35 6.87 •••o`;�N CARD'•,,
YI SOB 0.59 0.6 10 17.5 30 2.5 784.39 788.84 765.65 769.26 11.19 •0Q
DITCH/SWALE DRAINAGE CHART-PHASES 1 FES 1oD 18" 5.% 1 3" A s5 6 12 2 AMERICAN v
YI 509 1,32 0.5 10 16.18 30 5 78&84 784.44 769.46 776.75 6.84 FES 102 18" 8.8 2 6" B 6 9 18 - 8 ENGINEERING
Y1510A 1.32 0.5 10 11.41 30 5.02 784.44 7%.39 776.95 777.4 5.13 FES.2W 42" 929 3 13" 1 15S 28 24 # i - $ ASSOCIATES }o
Left Side Right Side Cho T#aw pow $ SOUTHEAST S Z=
Avg.Ditch Bottom * CaleShew YI 510 0.01 0.5 10 &49 18 5 796.39 802.1 780 793.58 12.2 FES 40D is" 6.8 1 r A 5 5 izDitch I,D, D.A.,At. C it4 b/hr Qzacfs Slope,Z Slope,Z Ditch UMng fNaanbg,n Depth, Velocity i '..9°..c 388 �`•.
Slope,96 Width Stress"psf 16 512 0.3 0.6 SO 8.55 18 2 802.1 806.1 793.78 795.78 7.45 �"a,
Z:1 L•1 ft viol fps FE5450 18" 12A6 2 6" 8 B 9 18 .-_! Q•`
YI 513 0.73 0.6 10 7.72 18 1 806.1 802.79 795.98 796.65 6.5 - t ••'•4F OF 0.0SN0.``••
YI 514 0.09 0.6 10 3 15 6 802.79 818.48 796.9 811.08 3.49
Nelson Leek Drive sC noel NA NA 6.8 335.00 2A6 2.W 2.4 ON Grass 0.033 0.29 1.7fi 0.44 FES 5O0 42" 11.9 3 Y3" 1 15S 28 24 !I
DS-1 to Yl SAS 0.89 050 6.8 3.03 2A0 2.00 L9 ODD Grass 0433 0.72 2.90 D.86 CB 516 0.11 0.6 10 2.74 15 0.99 818.48 817.92 811.28 811.68 5.03 FES 601 is" 65 1 3" A S S 12
DS-2 to YI S 0.73 0,60 &a 2.98 2A0 2.00 2.6 0.00 Grass 0.033 0.68 3.24 1.10 CS 517 0.11 0.6 10 2.42 15 0.99 817.92 817.73 811.88 812.25 4.87 - '• '••..
DS-3 to YI 9 0.15 0.60 6.8 0.61. 2.00 2.00 46 0:00 Grass 0.033 0.34 2.69 0,97 C6518 0.32 0.5 10 1.31 15 1 817.73 817.73 812.48 812.74 3.61 FES iO 15" Sfi38 3 13" 1 55 iEi 24 _ TYy°s,
OS-4 to YI 1.32 0.60 62 5.39 2A0 2.00 3.3 2.00 Reinforced Mesh/Gras 0,022 0.38 5.21 0.77 -C8 519 0.16 0.5 1A 0.45 15 1.01 817.73 817.74 812.94 813.05 2.52 EW 11 54" ?6.78 5 23" 2 21 45 36
OS-5 to Y151 A 1.32 0.W 6.8 5.39 2.00 2.00 1.4 0.00 Gras 0.033 0.38 1.60 0.33 CB 518 0.24 0.6 10 D8 15 0.99 817.73 817.92 812.48 812.88 2.2 FES 610 15" 4.65 1 3" A S 5 12 _ _ FAL
D5.6 to YI 0.59 0.60 6.8 2A1 2.00 100 3.2 0.00 Gress 0.033 0.61 3.34 1.21 YI 514 0.89 0.6 10 2.98 18 2 802.79 805.71 796.85 800.92 2.78 FES 615 is* 5.99 2 3" A 5 5 12 810
0S•7toY1 0.60 0.60 6.9 2.45 2A0 2.00 3.5 0.00 Grass 0.033 0.60 3A5 1.30 YI 510A 0.69 0.5 10 1.92 18 0.75 784.44 787,29 779 780.08 4.07 FES 630 24" 11.55 3 13" 1 9 16 24 FNGINEF'��•.•°
Db-a to YI 7 0.61 O50 6.8 2.49 3A0 3.00 5.3 D.OD Grass 0.033 0.47 3.77 1.56 CB 502 0.11 0.6 10 29.91 42 0.6 763.47 766.15 756.48 757.31 5.41 FES 700 24' 8.7 2 6" B 8 12 18 # •,,•
R HP•,y
DS9toYI OAi p.� 6.8 1,67 2A0 2,00 3.0 0.00 Grass 0.033 0.53 2.96 0.99 C8521 0.35 0.6 10 27.6 36 0.6 766.15 767.31 757.81 758.34 7.42 s
DS-10 to YI 0.50 0.60 61 2.04 3.00 3,00 4.1 0.00 Grass 0.033 DAIS 3.25 1,17 CB 525 0.01 0.5 10 26.62 36 0.6 767.31 76&26 758.54 758.95 7.37
DS-11toY1 1.03 ON 63 4.20 3.00 3.00 3.8 ON Grass 0,033 0,61 3.79 1-44 JB 526 0.01 0.5 10 26.71 36 0.6 768.26 768.91 759.15 759.42 7,3g FES 750 18" S.07 1 3° A 8 20 12 # �-
FES 760 is, 652 1 3" A 5 5 1?
DS-12 to YI 0.76 0.60 64 3.20 3.00 3.00 0.7 ON Gras 0.033 0.83 2.06 038 JB 526A 0.22 0.6 10 26.97 36 0.6 768.91 769.07 759.62 760.33 7.39 -----7
DS-13 to Y1 1.03 OS 6A AIM 3.00 3.00 4.7 2.00 Gras 0.033 0.35 3.88 1.04 YI 527 0.01 0.5 10 26.81 36 0.6 768.07 767.69 760.53 761.28 7.38 FES BOO 24" 11.66 2 6° B a 12 18
00
DS-14 to Yl 0.63 0.60 6.8 2.57 3.00 3.00 50 OAO Gras 0.033 0.48 3.71 1.50 JB 528 0.17 0.6 10 25.46 36 7.75 767.69 773.85 762.5 770.02 18.39
FES820 36" 9.46 3"* 13" 1 13 24 24 ----_
DS-15 to Yl 0.29 0.60 6.8 1.18 3.00 3,00 3.3 0.00 Grass OA33 0.39 2.61 0.80 JB 532 1.44 0.45 10 24.89 30 5 773.85 T/9.73 770.52 775.45 11.59 ---__-
OS-36 to yl 33 O.S6 0.60 fib 2.28 3.00 3A0 3.0 0.00 Gras OA33 0.51 3.97 0.95 YI 534 0.01 0.5 10 22.rx5 30 1 779.73 783.52 775.65 776.44 7.38 -_-J M
FES 810 18" 7.84 2 6" B 6 9 18
OS-17 to A 34 0.45 0.60 6.8 1,84 3.00 3.00 2.9 0.00 Grass 0.033 0.47 2.76 0.84 JB 533 15.35 0.4 25 22.67 30 14 783.52 782.88 776.64 780 7.89 FES 051 18" 3.1 1 3" A 5.5 6 12
DS-18 to YI 35 OAT 050 6.8 3,92 3.00 3.00 4.0 ON Grass 0.033 0.45 3.17 1.12 JB 532 0.17 0.6 10 0.57 12 1 773.95 774.07 772.02 772.4 3.32 +*NeJd ixgherzone due to>1091 grade on slope E
OS-19 to YI 13 0.79 0.60 63 3.22 3.00 3.00 2.5 ON Grass 0.033 0.59 3.03 0.93 'JB 528 0.01 0.5 10 2.26 15 0.99 767.69 769.38 765.75 766.24 4.78 #gunge Pod,,see dl:taR far lowered bottom
OS-20to YI 12 0.74 0.60 6.8 3.02 3.00 3.00 3.5 0.00 Gras 0,033 0.54 3AO 1.2Q J8529 0.01 0.5 30 1.15 15 1 768.36 774.99 766.44 767.51 3.41 -- - --- -- - ---- -- -_ ----�
OS-21 to YI 11 0.s 0.60 6.8 2A4 3.00 3.00 3.2 0.00 Gras 0.033 0.48 2.96 0.96 - o
JB 531 0.34 0.6 30 1.14 12 1 774.99 770.67 767.71 767.93 4.03 _z
DS-22toY1 4 0.78 0.60 6A 3.19 3.00 3.00 1.9 0.00 Gras 0.033 0.62 2.73 0.74 is 529 0.37 0.6 10 1.24 12 2.01 768.38 76&84 766.44 767.17 4.22
OS-23 to Y12 /216 0.38 0.60 6.8 1.55 3.00 3A0 1.7 0.� Grass M033 0.49 2.18 0.52
DS-24 16 O50 O.fiO 69 2.04 3.00 3.00 1.7 ON Grass 0A33 0.54 234 0.57 C8525 0.2 0.6 30 0.67 is 0.82 767.31 767.49 762.5 762.76 3.17 - FLOW PATH a
CB 503 0.09 0.7 10 3.22 15 1 763.48 763.49 758.57 758.66 5.26 FES z
DS 25(Beer of a ) 6.89 0.60 6Z 28.11 2A0 2.00 4.2 3.00- Rlpflap 0.037 0.95 6A8 2.46 EXISTING 0
.CB 503A 0.07 0.7 10 2.96 15 1.41 763.49 765.08 759.13 760.55 5.85 GROUND o
ITRAPEZCtIDAL SWALE DRAINAGE CHART '.. - CB 504 0.57 0.6 10 2.73 15 2.77 765.08 768.38 760.75 762.12 6.1 24"
CB 505 0.27 0.6 10 0.9 15 0.99 768.38 768.56 76132 762.66 2.18 36" ¢
Left Side Bight Side Rze Flow Flow C6 521 0.64 0.6 10 3.63 15 2.81 766.15 766.98 759.56 761.41 7.95Avg w
Ditch LD DA.,Ac. C ho,in/hr OIL*,cis Slope,Z Slope,Z Slope,
e,% Bottom Ditch UrAng Meaning,n* Depth, Velocity StrCaiess,
CS 522 0.46 0.6 10 1.54 15 0.97 766,88 767.07 761.61 761.97 2.83 o c
Slope,% Width Stress,psi PLUNGE POOL DETAIL
Z:1 Z'1 ft Vmfps FES 0.01 0.6 10 54.25 42 0.6 754% 763.9 742 742.69 9.29 BITS z
�¢
1B 200 0.01 0.6 10 54.55 42 5.97 763.9 763.99 742.89 747.67 9.03
Nelson Creek NA NA 6.15 315.00 3A0 2,00 1,8 BAO Rt Ra 0.037 Z81 8.23 3,16 rc o
62
DS 3C Receives DS 3A 6 S 36 Isch (70A4 ds+3sO ch) 73.94 2.00 2.00 1.0 6.00 RipRa O.037 L73 4,53 1.08 CB 205 0.36 0.6 10 50.92 42 00.6 763.42 763.42 748.87 7749.2 8.39
OS 30(Receives EW S01& 50 Discharge) (51.77 cis+51.77 cis) U73.S4 2.00 2.00 2.0 ON RlpRap 0237 L72 6.39 2.14 CB 202 0.24 0.6 10 50.92 42 0.6 763.42 759.74 7749.4 49.85 8.39 F o
CB 202 0.24 0.6 3050.32 42 0.6 763.42 759.74 749.4749.85 &59 ¢�
D54A 128 0.30 6-15 Z36 2.00 2.00 0.3 ]_OO Grass 0.033 0.71 1.36 0.13 Inlet Flow Line Line Rim Rim Velocity po
CB 202 0.5 0.6 10 48.65 42 0.37 759.74 755.97 750.53 751 7.06
Q548 2.15 0.30 6.15 3.99 2.00 3.00 0.8 1.00 Retnfarced Mesh(Grass) 0.022 0.W 3A2 0.30 Downstream Drainage Runoff Time Rate Site Slope Elev Dn ElevUp Invert Invert On o
YI 211 0.01 0.5 10 37.19 42 8.5 755.87 767.47 751.5 755.7 4.21 ) (%) (ft) (ft) Dn(ft) U (ft)(f[/s) p
1155(RecekFto FESI Oh e) 10.60 0,30 6.15 19.56 2.00 2.00 1.0 4.00 RlpRap 0,037 1.01 3.21 0.63 Structure Area(ac) Coeff(c)(min) (cfs) (in)
DS 6A 0.62 030 6.15 1.14 2.00 2.00 1.0 3.00 Reinforced Mesh(Gras) OA22 0.18 1.93 0.11 JB 211 0.22 0.6 10 37.67 36 4.95 767.47 773.H39 756.2 764.25 11.73 CB 218 0.41 0.6 10 4.12 18 1.45 774.15 776.77 769.49 770.92 6.39 Z
DS 6B 1.00 0,30 6.15 LES 2.00 2.00 1A 3,00 Reinforced Mesb(Gnss) 0.022 0.23 2.28 0.15 CB 217 6.22 0.6 10 10.53 36 5.98 773.69 774.43 764.45 768.59 2.39 CB 219 0.35 0.6 10 2.93 15 1 776.77 777.51 771.12 771.48 5.13 STIPULATION FOR REUSE
us 7A 0.95 0,30 6.15 L75 2.00 2.00 1.1 im Reinforced Mesh(Grass) DA22 0.37 2.73 0.25 CB 224 0.37 0.6 10 10.17 24 1.5144,3 777.68 769.59 772.06 8.14 CB 2.20 0.03 0.7 10 2.07 15 2.79 777.51 785.03 771.68 779.39 4.67 THIS DRAWING WAS PREPARED FOR USE
D57B 2.96 0.30 6.15 145 2.00 2.00 0.B 3:00 Reinforced Mesh(Grass) 0,022 0.46 2.99 0.23 CB 225 0.42 0.6 10 9.19 is 1.01 778.08 772.56 772.89 6.71 ON THE SPECIFIC SITE,NAMED HEREON,
CB 221 0.21 0.7 10 1.99 15 4.8 785.03 787.81 779.59 782 6.8 CONTEMPORANEOUSLY WITH ITS ISSUE
D57C 3.42 0.26 6.15 SA7 2.00 2A0 1.3 3A0 Reinforced Mesh(Grass) 0.022 0.40 9.59 0.33 CB 226 0.01 0.5 10 8.15 18 1.5 779.22 773.09 775.25 6.74 CB 222 0.36 0.6 30 1.2 is 1 787.81 787.81 782.2 782.46 4.02 DATE AS LISTED,HEREON.AND T IS NOT
DS 8 354 0.30 6.15 6.53 2.00 2.00 0.7 5;00 Reinforced Mesh(Gras) 0.022 0.41 2.76 0.18 JB 236A 0.04 0.7 10 8.22 18 2.3 783.03 775.45 777.83 7.37 SUITABLE FOR USE.ON A DIFFERENT
CB 228 0.59 0.6 10 1.97 15 1 786.53 7%.53 780.9 781.24 2.08 PROTECT SITE OR AT A LATER TIME.USE OF
Da S(Receives FES 3 rge) --------•-- 1a.57 2.00 2.00 OS 8A0 Rektbrced Mesh(Grass) O.p22 0.46 2.62 0.14 CB 227 0.45 0.6 10 &13 .18 5.24 786.53 778.03 780.7 7.25 THIS DRAWING FOR REFERENCE OR D(AMPIE
YI 236 0.58 0.6 10 8.66 18 2.5 772.35 776.65 768,41 773.78 5.31 ON ANOTHER PROJECT REQUIRES THE
DS 301(Rece__6 FES 1's ch a (53.93 CIS+0.7 Cis) 54.63 2.00 2.00 0.5 12.00 RO 0.037 L28 2.94 0.40 CB 228 0.49 0.5 10 5.39 15 4.8 803.91 780.95 797.92 6.04 YI 237 0.76 0.6 10 7.04 18 1.75 776.65 781.12 773.98 776.55 6.06 SERVICES OF PROPERLY LICENSED
CB 241 0.28 0.6 10 4.21 35 1.01Ds 310 Metahra FES ------ 16,09 2.00 2.00 0.5 $AO RipRap 0.037 0.7E 213 0.24 . . . . . . D--"' ----'- CB 242 0.47 0.6 10 3.48 15 2 807.38 798.72 801.74 5.72 MOTHER MAY
IS NOT AUTHORIZED
DS 3S1 Ices FES 1 (11.27 ds+0.2 cfs) 13.47 2.00 2.00 0.5 5.00 'Rap 0.037 BAD 212 0.28 YI 24 0.5 0.6 10 10.5 15 .01 785 784.35 779.15 785.12 0.61 AND MAY BE coNTRAaYTorxE LAW.
CB 243 0.03 0.7 10 2.18 15 2.05 807.36 811.33 801.94 806.15 4.18 CB 248 0.15 0.6 10 0.5 ]5 1.01 784.69 784.35 77&29 77&57 0.61
CB 244 0.16 0.6 30 2.11 15 3.47 811.33 813.82 8D6.35 W9.19 6.46 YI 232 0.56 0.6 10 4.65 15 2.5 770.29 775.36 767.75 770.31 5
LDS 224(Meg laosk-R Ft3 224) ----•- ---- --------- 0.86 2.00 2.00 1.0 1.00 Gnaa OA33 0.34 1.64 0.21 CB 245 0.48 0.6 10 1.6 15 0.76 813.82 813.78 808.39 808.65 3.96
DS 225 Receives FES 225 FES Discharge) MINIS cis+0.86 ds) &62 2.00 2.00 D.5 2.00 Q"Ks OA33 0.72 1.91 0.22 YI 233 0.45 0.6 10 2.96 15 2.5 775.36 779.42 770.51 773.16 4.39 I
CB 217 0.28 0.6 10 24.59 36 3.81 773.ffl 773.69 764.45 765.44 5.57 r
............. .-....I -. ...... .__.. .-.. .._... __ .. __ -_.- _.._ - - --___. -_-_ _ -- .:._ 234 0.44 0.6 10 4.02 15 2.49 779.42 781.81 773.36 775.45 3.51
- CB 230 0.35 0.6 10 23.83 30 0.77 773.69 773.75 765.64 765.78 7.83 y e�
Seliloam Bnirrj5adimentTrap Sdredule... ....... _-:.: _. _.._ ____ SedkneM Br- --------ep Sd----- _.__._-._ CB 207 0.07 0.6 10 2.79 15 2.22 763.96 772.62 763.28 763.88 14.05
-. Phase 1,PER 1 ..--.. --,-. -, .,--.,., „,,-,.-,-. --_,,., Phew 1,Part 2 CB 207 0.07 0.7 10 2.79 15 2.22 767.96 772.62 763.28 767.88 4.fi9 ++ OD
CB 231 0.58 0.6 10 23.75 30 0.75 773.75 T70.29 765.98 767 7.
- -°- ' Y1232 0.63 0.6 10 17.21 24 1.1 770.29 772.3s 767.5 J68.22 8.22 fG N
CB 208 0.2 0.7 10 2.56 15 3.49 772.62 775.53 768.08 769.83 6.06 fG .� O C
EN in Bottom Top of To of 11111 Well Rb*,/ Baser dmenslons Skimmer Skimmer Anti. Blab Bottom Top ofF-
"i.0 SpHhaay WaIF Riser/ Basin Dimensions Skimmer Skimmer Antl Yl 236 0.36. 0.6 30 TO2 15 5.79 772.35 781.34 770.41 772.81 12.33 a U
.-- _ _ CO 209 0.54 0.6 10 1.81 15 1 775.53 775.53 770.03 770.29 4.51 .T= L�
Elsv. Dam _ Elmr. LerrFDr garter At To AtEme�. At Batt. Ske Hole -Flotation_ N. Efee. Dam ENv. Length Barrel At Top AtEmerg. At Bete, She Hui. Fotaton CS247 0.14 0.6 10 6 15 5.08 781.34 784.69 773.01 778.09 6.66 y1211 0.78 0.6 10 6.04 15 1.5 755.87 760.16 753.25 755.26 4.92 a 7=i W fs7 N
co
Hev. Size of Dam SplBway o}BWn Sin SIM Else. Elev. She of Dam Spillway of Brio Sin Sin•. - CB 248 0.37 0.6 10 5,17 15 4.51 784.69 787.74 77&29 781.93 6.33 Y1214 0.75 0.6 10 3.8 15 1.5 7fi0.16 764.81 755.46 757.94 4.63 d 0SB -1 SOON 811.00 N A ,50 4 N/A 27x49' 21k43' Tx2W 1.5 1 N/A SB 1-9 745.00 750.00 74850 12 N/A 38'X193' 32'X187' 18'M373' 2S 2 N/A CB 250 0.49 0.6 10 4,05 15 1 787.74 787.79 782.13 782.39 5.52 yl 215 0.48 0.6 10 1.6 15 0.75 764.81 764.81 758.14 759.5 2.83 S(-f U .QSB -1A 809.00 814AD A 12.50 4 NIA 27SW9' 21k43' 7k29' L5 1 N/A SB 1-9A 765.OD 770.00 N/A N/A 36"/36" 53'x1O3' 4TI,97'•" 33'T83' 25 2 4'x4'45" C6251 0.04 0.7 10 2.68 ]5 3.57 787.79 795.14 782.59 790.15 4.47 YI 211 0.5 0.6 10 6.29 15 1 755.87 764.81 58.14 7759.5 2.93 U WSB -2 8D6M 811A0 A 9.50 6 NjA 26k126' 20'x120' b"x19G 2 SS NJA SB SAB 785A4 T9000 N/A NJA 24"/30" 36'x103' 3i7x91"•* i6'x83' 2 3,5 3'x3k11.5" '=0.27 0.7 10 2.56 15 3.49 795.14 797.32 790.35 792.1 6.33 YI 211A 0.74 0.6 10 4.82 15 1.5 757.26 761.36 753.59 755.24 5.71 V 4-1
5 1-3 811.00 $S6A0 N A 14.SO 6 NJA 41k78' 35k72' ?1k58' 2 15 N/A S8 SAC 788.00 793.00 N/A N/A 24"/30" 52'x100' 46k94'*" 32'x80' 2.5 2 3k3'xi1.5° . 0.6 30 1.54 ]5 1 797.32 797.32 792.3 792.56 3.98 S 1-4 BKOO 809.00 60 SO N/A N/A 12"/15" 44'x83' 38'x77'"" 24k63' 2 35 30"x30"xiT' S81-90 904.00 809.00 N/A N/A 30"13D" 51'x97' 45'kSl-- 31'x77' 2.5 2 3'x3'x18" YI 212 0.79 0.6 10 2.64 15 3 761.36 769.41 755.44 76221. 3.81
CB 217 0.31 0.6 10 4.93 24 6.92 773.69 774.15 765.25 76&99 3.66 CB 202 0.14 0.6 10 0.47 15 0.62 759.74 758.71 752.3 752.46 2.58 0 O H v1
SB -4A 788.00 793.00 79 50 N/A N/A 15"/18" 30k55' 24k49' 10k35' 1,5 0S 24"x24"x10.5" CB 202 0.16 0.6 10 1.5 15 1.78 759.74 758.71 752.3 752.46 5.26 .N V U Z
SO -4B 798.00 8MN 80 50 N/A N/A 18"/24" 41W 3Yx74'•* 21kW' 2 15 24"x24"x15" SO 1-10A 765.00 770,00 76850 N/A N/A 42"/42" 46''x141' 4M35'"* 26k121" 23 2 4'x4'x2V' o gum CB 202 A 0.32 0.6 10 1.07 15 2.24 755.71 760.31 752.66 754.95 S. 0) O
2 S 1-5 755.00 7fz0.00 N A 5850 8 N/A 30'x244' Zdk138' 10'x124' 2 iS N/A SB 1-11 I60.00 765.00 N/A 76350 8 N/A 31'x148` 25k142' 11'x128' 2 15 N/A _ 't FES 400 0.24 0.65 10 3.1 15 2 758.11 76339 748.64 749.% 6.73 ,,`T_,
S 1-6 75L00 756.00 IN .50 4 N/A 30'x57' 24k51' 10k37' is 1 /A. SBL-12 739.OD 746.00 741.75 742AQ 12 tt 45,750 s.f. 32,90D** 3620s.f. 5 3.5 4k4k14.5" "'
_ t CB 401 0.33 0.6 10 2.33 15 1 763.39 763.39 757.75 758.01 4.83
56 -6A IS4.00 759.00 A 7.50 6 N/A 25'xS2D' 29k114' SkiW' 2 1.5 N/A CB 402 0.17 0.6 10 0.57 15 1 763.39 764.17 758.21 758.93 1.63
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58 -68 761,00 766.25 7 .SO A N/A 30" ° "W2T 3n215'*• 23N201' 3 225 4'x4k10.5" CO 402 0.26 0.6 10 0.87 15 1 763.39 763.41 758.21 758.3 2.49
SI 1-7 750.00 755D0 A 753.50 10 N/A 44'AV 38WV 24k6V 3 2 N/A PWIa%Nr4eeA t««M.4�le>h•>V•oPos arm u«fA FES 600 0.16 � 0.65 10 2.47 15 2 752.05 759.25 747.5 74&46 6.32 JOB NUMBER: 21-004
S S8 -7A 767.00 772.00 7 SO N/A N/A 18"/24" 38'x74' 3Tx6V** 184AW 2 15 2k2'x15" CB 601 0.16 0.65 10 0.58 12 0.99 759.25 759.25 755 755.08 3.33 CHECKED BY:
5 18 783.00 788.00 A 78650 18 N/A 44k224 3SWIV 24'x204' 4 25 N/A avxrwe�rr vrekrinaNJrales rave RAM CB 601 0.19 0.65 10 1.37 15 2 759.25 759.25 748.66 749.34 3.67 DRAWN BY: ALP/EDS/jMAC/IAR
*Si x side x depth ""A top of riser *51de x side x depth At top of riser 1i5ee SO*i detail CO 602 0.19 0.65 10 0.69 15 1.06 759.25 759.25 753.75[756.91
83 3.5
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DATE:
nwn,swa xl«atph.t Px,zi..� 8 -_ ( 1 - ---, 3/1----- FES 450 0.01 0.6 10 6.07 18 5.9 743.79 749.67 74292 12.46
2022
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amamaparf zi.faawcaroam*va, JB450 0.09 0.6 10 6.13 18 3 749.67 753.54 747.1216 6.93
CB 451 0.58 0.6 30 4.76 15 1.85 753.54 758.04 750.4185 6.66
.*wc+wrecfr uaer t-avPror"ms"ss�.fxan ss•I"H"R,n. CB 454 0.22 0.6 SO 2.91 15 1 758.04 758.04 752.0531 4.24
CB 455 0.68 0.6 10 2.27 15 4.29 758.04 762.15 752.51 S.16 SCHEDULE
eFYA N«m,ax"*rrmrP•Neer.me Hawzw... CB 451 0.21 0.7 10 1.37 is 1 753.54 754.71 750.4174 1.92
CS 451A 0.04 0.6 10 0.64 15 1 754.71 754.97 750.9424 3.35
CB452 0.16 0.6 10 0.53 15 0.99 754.97 755.921 751.441 751.8 3.17
EW 3 60.5 0.46 17.4 123.3 60 0.91 749.58 750.58 743 743.95 12.62 SHEET NO,
p� EW 1 60.5 0.46 17.4 123.3 72 0.91 749.67 750.671 7421742.951 12.5 11
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