SW4220201_Design Calculations_20220330 (2)

Hanes Cage Phase- Z
scm #1
PRE-DEV SCM-1
;Subcat� �Rech and LIn�C
D
POST-D�V SCM-

2212045 SCM1 Calculation_120621 Table of Contents
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HvdroCAD®10.10-4b s/n 09581 © 2020 HvdroCAD Software Solutions LLC
TABLE OF CONTENTS
Proiect Reports
1 Routing Diagram
2 Area Listing (all nodes)
11yrEvent
3 Node Listing
4 Subcat 1: PRE-DEV SCM-1
5 Subcat 2: POST-DEV SCM-1
6 Pond 3: SCM #1
10-yr Event
10 Node Listing
11 Subcat 1: PRE-DEV SCM-1
12 Subcat 2: POST-DEV SCM-1
13 Pond 3: SCM #1

2212045_SCM1 Calculation_12O621
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Area Listing (all nodes)
Area CN Description
(acres) (subcatchment-numbers)
j:)gpiV4.620 61 Pasture/grassland/range, Good, HSG B (1)
1.970 98 Paved roads w/curbs & sewers, HSG B (2)
6.590 72 TOTAL AREA

2212045 SCM1 Calculation_120621 Type // 24-hr 1-yrRainfall=2.80"
Prepared by {enter your company name here} Printed 12/6/2021
HvdroCAD@. 10.10-4b sin 09581 © 2020 H droCAD Software Solutions PLC Page 3
Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Stor-Ind method - Pond routing by Stor-Ind method
Subcatchment1: PRE-DEV SCM-1 Runoff Area=4.620 ac 0.00% Impervious Runoff Depth>0.25"
Flow Length=434' Slope=0.0818 '/' Tc=9.6 min CN=61 Runoff=1.25 cfs 0.095 of
Subcatchment2: POST-DEV SCM-1 Runoff Area=1.970 ac 100.00% Impervious Runoff Depth>2.38"
Tc=5.0 min CN=98 Runoff=7.85 cfs 0.391 of
Pond 3: SCM #1
Peak Elev=797.11' Storage=417 cf Inflow=7.85 cfs 0.391 of
Outflow=6.64 cfs 0.391 of
Total Runoff Area = 6.590 ac Runoff Volume = 0.486 of Average Runoff Depth = 0.88"
70.11 % Pervious = 4.620 ac 29.89% impervious = 1.970 ac

2212045 SCM1 Calculation_120621 Type it 24-hr 1-yr Rainfall=2.80"
Prepared by {enter your company name here} Printed 12/6/2021
HvdroCADC) 10.10-4b s/n 09581 © 2020 HydroCAD Software Solutions LLC Page 4
Summary for Subcatchment 1: PRE-DEV SCM-1
Runoff = 1.25 cfs @ 12.06 hrs, Volume= 0.095 af, Depth> 0.25"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 1-yr Rainfall=2.80"
Area (ac) C N Description
4.620 61 Pasture/grassland/range, Good. HSG B
4.620 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
9.6 434 0.0818 0.75 Lag/CN Method, SHEET FLOW SCM 1
Subcatchment 1: PRE-DEV SCM-1
Hydrograph
f2unoff
Type 11 24-hr
1-yr Rainfall=2.80"
Runoff Area=4.620 ac
Runoff Volume=0.095 of
Runoff Depth>0.25"
Flow Length=434'
Slope=0.0818 '/'
Tc=9.6 m i n
CN=61
[phone] 15 16 17 18 19 20
Time (hours)

2212045 SCM1 Calculation_120621 Type 1124-hr 9-yr Rainfall=2.80"
Prepared by {enter your company name here} Printed 12/6/2021
H droCADD 10.10-4b s/n 09581 © 2020 H droCAD Software solutions L! C Pa o 5
Summary for Subcatchment 2: POST-DEV SCM-1
Runoff - 7.85 cfs @ 11.95 hrs, Volume= 0.391 af, Depth> 2.38"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 1-yr Rainfall=2.80"
Area (ac) CN Descri tion
1.970 98 Paved roads w/curbs & sewers. HSG B
1.970 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
min feet ftlft) (fdsec) (cfs)
5.0 Direct Entry,
Subcatchment 2: POST-DEV SCM-1
Hydrograph
— � q Runoff
8 Type II 24-hr
7 1-yr Rainfall=2.80"
Runoff Area=1.970 ac
Runoff Volume=0.391 of
N 5 Runoff Depth>2.38"
4 Tc=5.0 min
U
CN=98
3
2
5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Time (hours)

2212045 SCM1 Calculation_120621 Type 1124-hr 1-yrRainfal1=2.80"
Prepared by {enter your company name here} Printed 12/6/2021
HvdroCAD[R 10.10-4b s/n 09581 © 2020 H fdroCAD Software Solutions LLC Page 6
Summary for Pond 3: SCM #1
Inflow Area = 1.970 ac,100.00% Impervious, Inflow Depth > 2.38" for 1-yr event
Inflow = 7.85 cfs @ 11.95 hrs, Volume= 0.391 of
Outflow = 6.64 cfs, @ 11.99 hrs, Volume= 0.391 af, Atten= 15%, Lag= 2.4 min
Primary = 6.64 cfs @ 11.99 hrs, Volume= 0.391 of
Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 797.11' @ 11.99 hrs Storage= 417 cf
Plug -Flow detention time= (not calculated: outflow precedes inflow)
Center -of -Mass det. time= 0.3 min ( 734.1 - 733.7 )
Volume Invert Avail.Stora e Stora a Descri tion
#1 796.86' 6,235 cf Custom Stage DataListed below
14,018 cf Overall - 7,783 cf Embedded = 6,235 cf
#2 797.61' 7,595 cf StormTech MC-3500 x 69 Inside #1
Effective Size= 69.0"W x 45.0"H => 15.35 sf x 7.17'L = 110.1 cf
Overall Size= 75.0"W x 45.0"H x 7.50'L with 0.33' Overlap
#3 797.61' 188 cf StormTech MC-3500 Cap x 12 Inside #1
Effective Size= 48.2"W x 44.0"H => 8.30 sf x 1.881 = 15.6 cf
Overall Size= 71.0"W x 45.0"H x 2.211 with 0.32' Overlap
14,018 cf Total Available Storage

2212045 SCM1 Calculation_120621
Prepared by {enter your company name here}
HvdroCAD® 10.10-4b s/n 09581 © 2020 HvdroCAD Software Solutions LLC
Elevation
(feet)
Cum.Store
(cubic -feet)
796.86
0
796.94
142
797.03
284
797.11
425
797.19
567
797.28
709
797.36
851
797.44
993
797.53
1,134
797.61
1,276
797.69
1,567
797.78
1,857
797.86
2,416
797.94
2,434
798.03
2,721
798.11
3,007
798.19
3,292
798.28
3,576
798.36
3,859
798.44
4,141
798.53
4,421
798.61
4,700
798.69
4,978
798.78
5,254
798.86
5,528
798.94
5,802
799.03
6,073
799.11
6,342
799.19
6,610
799.28
6,876
799.36
7,139
799.44
7,401
799.53
7,660
799.61
7,917
799.69
8,171
799.78
8,422
799.86
8,671
799.94
8,917
800.03
9,159
800.11
9,398
800.19
9,634
800.28
9,866
800.36
10,094
800.44
10,317
800.53
10,536
800.61
10,750
800.69
10,958
800.78
11,159
800.86
11,354
800.94
11,539
Type 1124-hr 1-yr Rainfall=2.80"
Printed 12/6/2021
Pace 7

2212045 SCM1 Calculation_120621 Type 11 24-hr 1-yr Rainfall=2.80"
Prepared by {enter your company name here} Printed 12/6/2021
HvdroCADO 10.10-4b s/n 09581 © 2020 H droCAD software Solutions LLC Pl@qe 8
801.03
11,709
801.11
11,868
801.19
12,022
801.28
12,172
801.36
12,317
801.44
12,459
801.53
12,600
801.61
12,742
801.69
12,884
801.78
13,026
801.86
13,168
801.94
13,309
802.03
13,451
802.11
13,593
802.19
13,735
802.28
13,877
802.36
14,018
Device Routin Invert Outlet Devices
#1 Primary 795.19 15.0 Round RCP Round 15" L= 49.9' Ke= 0.500
Inlet,/ Outlet Invert= 795.19' / 794.69' S= 0.0100 T Cc= 0.900
n= 0.013 Concrete sewer w/manholes & inlets, Flow Area= 1.23 sf
#2 Primary 795.19' 1.9" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads
#3 Primary 798.84' 2.5' long x 0.5' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00
Coef. (English) 2.80 2.92 3.08 3.30 3.32
Primary Out low Max=6.59 cfs c@ 11.99 hrs HW=797.09' (Free Discharge)
1=RCP_Round 15" (Barrel Controls 6.47 cfs @ 5.27 fps)
2=Orifice/Grate (Orifice Controls 0.13 cfs a@ 6.49 fps)
3=Broad-Crested Rectangular Weir( Controls 0.00 cfs)

2212045 SCM1 Calculation_120621
Prepared by {enter your company name here}
H 81 © 2020 H droCAD Software Solutions LLC
Pond 3: SCM #1
Hydrograph
Type // 24-hr 1-yr Rainfall=2.80"
Printed 12/6/2021
Pane 9
1 Inflow
■ Primary
- Inflow Area=1.970 ac
Peak Elev=797.11'
Storage=417 cf
E
3
2
1
u
5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Time (hours)

2212045 SCM1 Calculation_120621 Type // 24-hr 10-yr Rainfall=4.88"
Prepared by {enter your company name here} Printed 12/6/2021
H droCADS 10.10-4b s/n 09581 ©2020 H droCAD Software Solutions LLC Page 10
Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN
Reach routing by Stor-Ind method - Pond routing by Stor-Ind method
Subcatchment1: PRE-DEV SCM-1 Runoff Area=4.620 ac 0.00% Impervious Runoff Depth>1.16"
Flow Length=434' Slope=0.0818 '/' Tc=9.6 min CN=61 Runoff=8.71 cfs 0.445 of
Subcatchment2: POST-DEVSCM-1 Runoff Area=1.970 ac 100.00% Impervious Runoff Depth>4.26"
Tc=5.0 min CN=98 Runoff=13.83 cfs 0.700 of
Pond 3: SCM #1 Peak Elev=797.99' Storage=2,602 cf Inflow=13.83 cfs 0.700 of
Outflow=8.80 cfs 0.701 of
Total Runoff Area = 6.590 ac Runoff Volume = 1.145 of Average Runoff Depth = 2.09"
70.11% Pervious = 4.620 ac 29.89% Impervious = 1.970 ac

2212045 SCM1 Calculation_120621 Type 1124-hr 10-yr Rainfall=4.88"
Prepared by {enter your company name here} Printed 12/6/2021
HvdmCAD®10.10-4b s/n 09581 ©2020 HvdroCAD Software SOILltions LLC Page 11
Summary for Subcatchment 1: PRE-DEV SCM-1
Runoff = 8.71 cfs @ 12.02 hrs, Volume= 0.445 af, Depth> 1.16"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 10-yr Rainfall=4.88"
Area (ac) CN Description
4.620 61 Pasture/ rassland/ran e. Good, HSG B
4.620 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) ft/ft (ft/sec) {cfs)
9.6 434 0.0818 0.75 Lag/CN Method, SHEET FLOW SCM 1
Subcatchment 1: PRE-DEV SCM-1
Hvdroqraph
7
6
w
5
3
0
LL
4
3
2
■ Runoff
Type 11 24-hr
10-yr Rainfall=4.88"
Runoff Area=4.620 ac j
Runoff Volume=0.445 of
Runoff Depth>1.16"
Flow Length=434'
Slope=0.0818 '/'
Tc=9.6 min {
CN=61
0
5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Time (hours)

2212045 SCM1 Calculation_120621 Type 11 24-hr 10-yr Rainfall=4.88"
Prepared by {enter your company name here} Printed 12/6/2021
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Summary for Subcatchment 2: POST-DEV SCM-1
Runoff = 13.83 cfs @ 11.95 hrs, Volume= 0.700 af, Depth> 4.26"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 10-yr Rainfall=4.88"
Area (ac) CN Description
1.970 98 Paved roads w/curbs & sewers, HSG B
1.970 100.00% Impervious Area
Tc Length Slope Velocity Capacity Description
min feet fUft ftlsec (cfs)
5.0 Direct Entry,
Subcatchment 2: POST-DEV SCM-1
Hydrograph
5 Runoff
15
;;Ids
14 Type II 24-hr
,3 10-yr Rainfall=4.88"
1, Runoff Area=1.970 ac
10 Runoff Volume=0.700 of
g- Runoff Depth>4.26"
3
0 7 Tc=5.0 min
6 CN=98
d
3
2
1
0
5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Time (hours)

2212045 SCM1 Calculation_120621 Type 11 24-hr 10-yr Rainfall=4.88"
Prepared by {enter your company name here} Printed 12/6/2021
HvdroCADC) 10.10-4b s/n 09581 © 2020 H droCAD Software Solutions LLC Page 13
Summary for Pond 3: SCM #1
Inflow Area = 1.970 ac,100.00% Impervious, Inflow Depth > 4.26" for 10-yr event
Inflow = 13.83 cfs [7a 11.95 hrs, Volume= 0.700 of
Outflow = 8.80 cfs @ 12.03 hrs, Volume= 0.701 af. Atten= 36%, Lag= 4.6 min
Primary = 8.80 cfs @ 12.03 hrs, Volume= 0.701 of
Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Peak Elev= 797.99' @ 12.03 hrs Storage= 2,602 cf
Plug -Flow detention time= (not calculated: outflow precedes inflow)
Center -of -Mass det. time= 1.2 min ( 730.7 - 729.5 )
Volume Invert Avail.Stora e
Stora e Descri tion
#1 796.86' 6,235 cf
Custom Stage DataListed below
14,018 cf Overall - 7,783 cf Embedded = 6,235 cf
#2 797.61' 7,595 cf
StormTech MC-3500 x 69 Inside ##1
Effective Size= 69.0"W x 45.0"H => 15.35 sf x 7.17'L = 110.1 cf
Overall Size= 75.0"W x 45.0"H x 7.50'L with 0.33' Overlap
#3 797.61' 188 cf
StormTech MC-3500 Cap x 12 Inside #1
Effective Size= 48.2"W x 44.0"H => 8.30 sf x 1.881 = 15.6 cf
Overall Size= 71.0"W x 45.0"H x 2.211 with 0.32' Overla
14,018 cf
Total Available Storage

2212045 SCM1 Calculation_120621 Type 1124-hr 10-yr Rainfall=4.88"
Prepared by {enter your company name here} Printed 12/6/2021
HoroCADOD 10.10-4b si;i 09581 © 2020 H droCAD Software Solutions LLC Pa e 14
Elevation Cum.Store
(feet)
(cubic -feet)
796.86
0
796.94
142
797.03
284
797.11
425
797.19
567
797.28
709
797.36
851
797.44
993
797.53
1,134
797.61
1,276
797.69
1,567
797.78
1,857
797.86
2,416
797.94
2,434
798.03
2,721
798.11
3,007
798.19
3,292
798.28
3,576
798.36
3,859
798.44
4,141
798.53
4,421
798.61
4,700
798.69
4,978
798.78
5,254
798.86
5,528
798.94
5,802
799.03
6,073
799.11
6,342
799.19
6,610
799.28
6,876
799.36
7,139
799.44
7,401
799.53
7,660
799.61
7,917
799.69
8,171
799.78
8,422
799.86
8,671
799.94
8,917
800.03
9,159
800.11
9,398
800.19
9,634
800.28
9,866
800.36
10,094
800.44
10,317
800.53
10,536
800.61
10,750
800.69
10,958
800.78
11,159
800.86
11,354
800.94
11,539

2212045 SCM1 Calculation_120621 Type /I 24-hr 10-yr Rainfall=4.88"
Prepared by {enter your company name here} Printed 12/6/2021
HvdroCADG 10.10-4b s/n 09581 © 2020 H droCAD Software Solutions LLC Pa e 15
801.03
11,709
801.11
11,868
801.19
12,022
801.28
12,172
801.36
12,317
801.44
12,459
801.53
12,600
801.61
12,742
801.69
12,884
801.78
13,026
801.86
13,168
801.94
13,309
802.03
13,451
802.11
13,593
802.19
13,735
802.28
13,877
802.36
14,018
Device Routing Invert Outlet Devices
#1 Primary 795.19' 15.0" Round RCP Round 15" L= 49.9' Ke= 0.500
Inlet / Outlet Invert= 795.19' / 794.69' S= 0.0100'/' Cc= 0.900
n= 0.013 Concrete sewer w/manholes & inlets, Flow Area= 1.23 sf
#2 Primary 795.19' 1.9" Vert. Orifice/Grate C= 0.600 Limited to weir flow at low heads
#3 Primary 798.84' 2.5' long x 0.5' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00
Coef. (English) 2.80 2.92 3.08 3.30 3.32
Primary OutFlow Max=8.75 cfs @ 12.03 hrs HW=797.97' (Free Discharge)
1=RCP_Round 15" (Barrel Controls 8.59 cfs @ 7.00 fps)
2=Orifice/Grate (Orifice Controls 0.16 cfs @ 7.91 fps)
3=Broad-Crested Rectangular Weir( Controls 0.00 cfs)

2212045 SCM1 Calculation_120621 Type 1124-hr 10-yr Rainfall=4.88"
21
Prepared by {enter your company name here} Printed 12/age 1
HvdroCAD@) 10.10-4b s/n 09581 ©2020 H droCAD Software Solutions LLC P
15
14
13
12
11-
�rr
w 9
g
3
0 7
U.
6.
5
4
3
2
1
0
5
Pond 3: SCM #1
Hydrograph
Inflow Area=1.970 ac
Peak Elev=797.99'
Storage=2,602 cf
6 7 6 9 10 11 12 13 14 15 16 17 18 19 20
Time (hours)
■ —111fi.-Will
■ Primary

Project Name: Hanes Lakes Phase 2
Location: Winston-Salem. NC
Site Designation: SCM #1 — &gYF11_- E R I -
SITE CONDITIONS
Rainfall Depth
Impervious Acreage
Total Acreage
Time of Concentration
I
R (Runoff Coefficient)
W QV
75% WQv (Treatment Volume)
q„(Unit Peak Discharge)
QP(Water Quality Storm)
VOLUME BASED SIZING
Volume per cartridge
Cartridge Type
Min. Number of cartridge required
Cartridge Flow rate
System Flow Rate
Release time
SEDIMENT BASED SIZING
Influent Concentration
Annual Rainfall (P)
Annual Sediment Load
Pretreatment reduction
Sediment Load to BayFilter
85% Capture Capacity
Cartridge Type
Sediment load per cartridge
Min. Number of cartridge required
Anticipated Maintenance Cycle
FINAL DESIGN
Cartridge Type
Number of Cartridges
Precast Size
Equivalent Orifice Size
1
1.97
4.62
6
in
ac
ac
min
42.6 %
0.43
7275 cf
5456 cf
1000 csm/in
3.13 cfs
1250 CF
522
5
11.25 gpm
0.13 cfs
12.1 hours
70
45
1284
30%
899
764
522
131
6
1.03
522
6
6x12
1.89
mg/L
in
Ibs
Ibs
Ibs
Ibs
From Type II Chart
(0.25 gpm/SF)
Date 11 /15/2021
years (must be greater than 1 year)
inch

Project: Hanes Lake Phases 2
(SCM 1)
5tarmTeah
Chamber Model-
Units -
mperial
7, - � w, Mem a
Number of Chambers -
59
Number of End Caps -
12
Voids in the stone (porosity) -
40
Base of Stone Elevation -
796.35
ft ^ lgdudI Perjr e6- r StaRo In C§ldrlftian5
Amount of Stone Above Chambers -
12
in
Amount of Stone Below Chambers -
9
in
Amount of Stone Between Chambers -
6
in
Area of system -
4254.
sf Min Area - 3615 sf min area
StarmTech MC-3500 Cumulative S'.ora�'-a
Heigh[of
Incattiental5irigle
lntlremorsmaa
lnoramental
Incraplental
Iruremental
Inprmitier alCh.
Gumulative
System
Cha nbar
Sir gle:End Cep
Ch4inhars
End.C�p
Stone
Ec and Stuile
- *fe1
�ledaiian
jrnchasJ
fcu$rc r-a
{cu�rc. feet
s;u6icf "
f�6hic teetl
cubic.ree'
rcubcaeetl.
(Coble f.
f et
66
0.00
D DO
000
000
1d1 30
141.80
14D18.30
1302.36.
65
0.00
0.00
0.00
000
141.80
141.80
13876.50
80228
64
0.00
0.00
0.00
0.00
141,80
141,80
13734.70
802.19
63
0.00
0.00
0.00
0.00
141.80
141.80
13592.90
802.11
62
0.00
0.00
0.00
0,00
141,80
141.80
13451,10
802.03
61
0.00
0,00
000
0.00
141.80
141,80
1330930
801.94
60
000
000
0.00
0.00
141.80
141,80
13167.50
801 86
59
000
0.00
0.00
0.00
141.80
141 80
13025.70
801.78
58
0,00
000
0,00
0.00
141.80
141 80
1288390
801.69
57
0.DD
0.00
000
0.00
141 BO
141.80
12742.10
801.61
56
000
0.00
0.00
0.00
141.80
141.80
12600,30
801,53
55
0.00
000
0.00
0.00
141 80
141.80
12458.50
801,44
54
0.06
0.00
4.01
0,00
140.20
144.20
12316.70
801.36
53
0.19
0,02
13.39
0.29
136.33
150.01
1217249
801.28
52
029
0.04
20.28
0.45
133.51
154.24
12022.48
80119
51
0.40
005
27.85
0.62
130.41
158,88
11868.24
801.11
50
0.69
0.07
4742
0.81
12251
170.74
11709.36
801.03
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113.00
185.01
11538,63
800.94
46
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106.80
194.30
11353.62
800.86
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1,52
101.94
201.59
11159,32
800.78
46
1,57
0.14
108.55
1.73
97.69
207.97
10957.73
800.69
45
1.71
016
117.79
1.95
93.90
213.65
10749,76
800.61
44
1.83
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90.46
218.81
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800.53
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223.47
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800.44
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800.36
41
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231.87
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164.55
3.36
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245.72
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174.44
3.69
70.54
248.68
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35
2.59
0.32
178.97
3.85
68.67
251.49
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254.17
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256.70
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0.36
191.22
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259.12
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263.61
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269.53
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276.18
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798.78
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277.65
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50.32
279.02
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225.04
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283.95
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232.43
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234.08
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286.06
3007.21
798.11
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0.54
235.60
6.44
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287.03
2721,14
798.03
13
3.44
0.54
237.15
6.52
4433
288,00
2434.12
797.94
12
346
0.55
238.56
6.59
43.73
288.90
2146.11
797.86
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3.48
0,56
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4312
289.82
165721
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0.59
241.85
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141.60
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1276,20
797.61
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141.80
141.80
1134.40
797.53
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141.80
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141,80
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425,40
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283.60
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