1225-60_B To 95_A - For Approval

Civil, Environmental &
Hydraulic Engineers


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LOCATION TIME SUB-CATCHMENT RUNOFF INLET DESIGN DRAIN DESIGN HEADLOSSES PAR{ FULL DESIGN LEVELS
te | a C A | GA | +A Q Qg Qb te +CA Qt Qm | Qs Qp L s Vv T 2/2g | Ku hu Kl hl Kw hw Sf hf Vp
s > = > zB /% a5
a = e =| < e Slz [a a2 s 5 S
2 Ele B |e 5 K a SIE in 2jz8 2 5 oc ww & uo 4 ¥
g z Zo =|zZ.| = Z2/2/-4/2 z S|. g a Sle |e = 2 = 4 elu |S lg {3 a 2 “le lg 2 _|s
= Ee |G ele a a lw 5 sa 2 oC = = Bye ae w = 12 2 |= L Pile z*% a 3 al=
z<l|e# 2 =2 S|22/ 2 ltS/Z.) =] 2] =< /eulsSle Jes] » | 2] 2| Z2}2/ 2/28 |& S]w fl o/Sele le 2 2 és #/Sc|5 |Selb S| 2/5 [52 z=/2 |= see
a a cS oS ws TISsl 5S /SSlSe] 5 Z 6 |Sw/e22/a Sa a ° z & S| = 5 15-15 = a S |sZzyeel2 @s @ Ze S leZ|"4le5lZu BS) z le a > ays = a4 ome
=< > a EB BSilsile SI2ZS/SS/ 5/2] 2 [e2lEclenleas| = Elalurla Sil} ye {flee} a]sa] 8] s |8sleaeltzlez Pp > = 2 /e8leZ[seslez] gs S jee = a Ss S yrle
z Ss & = S/S l=s| 2 |SE/E2| =|] =] 5 [SS/Z2E/E5]ES] = 2/8/86 |j=s/ 2/2/22 /e5)/2/2/2/& SIF S/ssle= 6 2s ElscjyesiSeles| SE] es lel/z28| ~|) S| & 12 2/2 gele
S Ss z TE e] 2 {a SSRIS] F 2] So (VslzF%lezZzlSsel & =zl]ex]s5/¢e es = S|ss/S/ 5) 8/5 [Sele 4/25/8e BS 2 S&S {fetal ht aljes|] 2 salsa] &E] Ss go ]2,/ 6 wi JESS
a 2 = ae S/S joe] 2)c8]Fe2e] 4/5] = laslec/2zi(s2| & S)/a}e2lee] 2/2] 8 I8t Si) ee] 2] es |eeleeleelee Ze Gg S jolosleSleSlat] 2 leSle sla 1S] s leg] o]/e] & leele
2 = =z Ss 2/23 |Sz2| = l/Sal[ou] S| 3] 5 |SZz/Se/SelZ2s| S S/S |SF lez} 2/5] = lee) 2/2] 58) & [FzElSe=slF= = S&S z ZILS/LSBladf/aSl[Vs| FE leS/25/ FS} a] a les/ ec] e a
8 B & as S]a jae] & |esl[ss] a] S|] 2 |ads/ez/2a/F2| 2 ela] an|S| 2/2] Se ]eS] =] & |] 2] & lesl[eslez|o6 & 2 & S |SS|ISH#/SSlS2]sS] 5 javles| S| FS] S |Sz/S |] S|] = lazZ]o
yrs. % | min [mm/h ha ha ha_ [Vs [Us % |Us Vs_| Vs min_|mm/h | ha _|W/s [l/s [l/s | V/s n %_|_mm _|[n/s | min n n m n % n m_| m/s n n n n n n
5 Wi 7 E no | mo om [om [om [om [as | as | ann as a no | mo | om | we 1 [ee | oo | zs) 107 [ous y 0.849 Go 0,049 Do 225 wass | 502 | 0307 sua | oat | oss [ase | ons | 300 | swszn, | woaz0 | w3szr wasat | 104300 | vz
100 toVA 12.00 ns 0.94 om 0.161 0.161 102 12.00 ns 0161 [Pipe |flow= Grate flow) (B44) CHRT 32: Vo2/2gDo 0.24 H/Do Wab1 | 101,704
FLDW WIDTHADEPTH Dpr Kg side flow 5.42 end flow 4.50
5 VA vA D an | am [oo [once [vos [as | a | om uss | 3 | ais | os | ait | 3 7 | sass | ost | a00tal 103 | 00s Qy 0826 Oo 0073 De 300 vase | oor | oon wor [0033 [056 | o03t wizso | soremt | 101704 wi | Wee
100 to2/A 800 nm 0.94, 0.087 0.082 0.082 61 1245, ns 0.243 ipe flow=|Sum upstrjatten floss) (130) Flow /Z made eqv grate flow CHART 34 Angle 1 101300 | 101,640
FLDW WIDTHADEPTH Dpr CHRT 32: Vo2/2gDo 0.18 H/Do $/Do 25)
Kg side flow 4.14 end flow 3.46 Du/Do 05 Og/0o 433k 052
Kvals above for stepped pipes as grate flow $/06 2.4 cor 0.49 M4 0.81 Kw Oot
grate flow decreased by 0.048 from 1/Z K vals stp pipes ad pipe flow fu 0.61 Kw it
5 UA vA ED 30 1254 BI 0.191 52 B B36 256 3002) 103 023 Qo 0.073 Do 300 0.054 187 0101 an 0117 056 0079 101300 | 101539 | 101640 101656 | 102.085
100 to3/A rash | 705 | 0.23 pe flow=}Sum upstr|atten flows) (219) CHART 50 Du/Dot.00 alpha 99 100.943 | 101460
K’w 0.31 Vu 103 WSE 0.12
Ku 187 Kw 2.17
5 wa 3/8 EDA Te ais [ von | oase | vase | 193s | 13 | amv | zee | asm | 3 | 0 un | we | vaso | so | az | 26s | ae | soon | oso | coo) 136 | on Qy O74 Go 8.246 Do 400 vase [tm | an67 an | oer [oss | vss noses | sni293 | ro1k60 roigso | 101750
‘0 tou/A wo | 27 ass | nom | ose | ose | 359 nn | mm | osm pe flow=|Sun upstate flos) x 300 RCRCI (AT) Angle 15 Chart 43 S/De 25 chart Interp vd for S/DoP.75 Kw 16 03s | s01255
FLOW WIDTH/QEPTH 2.764m Du/Do 0.75 KO 1.44 KOS 1.67 CHART
Qu/Qo 0.29 Cg 122 K 1.72 ‘S/Do 3.04K0 0.80 KOB 151K 1.6)
$/De 3.0 KO 137 KOS 156K 190 $/0e0 250 08% Kop 169 K 1
$/00 25 KO 144 KO5 167K 172 Interp v9 for $/De 75 Ku 17
5 Ah WA E:D.AC 6.00 183, 08h 0.069 0.058. 0.058 vn vb 050 105, 1 ra) a oA 1284 Be 0.708 553, 409 286 161 21858 050 150 19 032 Qg 0.022 Co 0.267 Do 429 0.072 136 0.098 149 0108 O47 0.107 100.875 | 101157 | 101.255 101265 | 101.750
100 to 5/A 6.00 299 100 0.069 0.069 0.069 ST 12.84 wa 0893. ipe flow=}Sum upstrjatten flows) x 300 (RCRC) (1.23) Angle 74 Chart 43 $/Do 2.5 chart Interp val for S/Do B30 Kw 1.45 00.761 | 10.050
FLOW WIDTH /TEPTH 1.4840 Du/Do 033 KO 133 K05 186 HART
Qu/Qo 0,92 Cg 0.21K 1.44 S/Do 25]K0 1.18 KOS 1.80 K 131
‘S/Do 2.5 KO 133 K0.5 186 K 1.44 S/Do 2.00 1.27 KOB 2.03 K 1.
$/Do 20 KO 140 KB5 213 K155 Interp v9 for $/De P30 Ku 13
3 S/A A EDACB 800 165 075 O13 0.107 0.107 Ag 49 0.00 280 208.1 uy 0 13.16 134 0.815, 659 430 356 333 38.165, O50 150 1s O43 Qg 0,070 Oo 0.333 Do 429 one 092 0.102 092 0.102 073 0278 100.741 | 100,968 | 101.050 W050 | 101550
100 to6/A 8.00 nm 095 0.163 0.136 0136 02 ‘B16 mo 1078 Additional flow: 0.090 cumecs x 300 (RCRC) (1.23) CHART 33 Angle 2 10550 | 100.670
FLOW WIDTH/GEPTH 0.234m pe flows|Sum upstratten flows) $100 25
Du/Do 1.00 Og/Qo 0.21K 0.84
S/Do 2.03 cor 0.08 Ku 0.92 Kw 0.92

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CALCULATIONS TABLE

 

 

 

 

-
Client SCALE

VALKEV PTY LTD

REVISIONS

SUED FOR APPROVAL FOR AP PROVAL

 

(Callaghan & Toth )

Civil, Environmental &
Hydraulic Engineers

 

o1 2

LOT 136 on MCH978 5

3.25 5 10] F
10 20 30 40 50 Meters 100] [A

PHONE (07) 54 426 121

 

 

1:200 VERT SCALE SHOWN IS ORIGINAL DRAWING ScLE | |S [ISSUED FOR REVIEW
S DO NOT SCALE FROM THIS DRAWING
Noose eon 1308 project Parish of TEWANTIN 1:2000 HORIZ se’ OnLy DIMENSIONS PROVIDED
——$— ————_—eY Sheet 18 of 36 sheets
y! 8/41 Sunshine Beach Road County of MARCH — -
Phone 54749081 PROPOSED 9 LOT SUBDIMSION drawing number

www.callaghanandtoth.com.au

 

designed

AH datum AHD DERIVED

 

drawn

NM PSM 178243

 

checked

 

 

ADT | Origin (B.M.) RL 108,138

 

 

 

  
 

  
 

title
AT 55 LAKE MACDONALD DRIVE | | STORMWATER CALCULATIONS
COOROY — ERINDALE PARK & INTERLOT DRAIN ROAD SECT

NOOSA SHIRE COUNCIL
Locality of COOROY

FILES

 

COMPUTER DIRECTORY

 

X:\JOBS\CT PRU N PRG\1225 30 LOTS LAKE MAC

 

DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLAI

 

 

 

 

 

 

 

1225-77

 

 

\ date 29th DEC 2014 ]