7. Community System StudyOZARK CT
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STATE HWY 97
OZARK AVE214th ST N
104010
5
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6
0
1034
1036 1036103610381042
1044
1
0
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1
0
4
8
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0
5
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1056
105
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104010321
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61038
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0
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1
0
4
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10
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61030
10401028 103210341036103
61036
1038104210441020103010401012101410161018102210241026102810321034103610381050
104
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1046104810
4
8
>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>l ll l l l l l l l l l l l l l l l l ll ll ll ll ll lDRAIN FIELD
(9 ACRES)
3" FORCE MAIN
LIFT STATION
LIFT STATION
>>>>>>>>>>>>
LEGEND:
GRAVITY SEWER IN STUDY
FORCE MAIN IN STUDY
POTENTIAL FUTURE EXTENSION8" PVC8" PVC8" PVC8" PVC8" PVC 8" PVC8" PVC 8" PVC8" PVCCASING PIPE
>
l l
>8" PVC8" PVC 8" PVC 8" PVC8" PVCRIM: 1036.27
INV: 1026.00
BUILD: 10.27 FT
RIM: 1043.78
INV: 1024.37
BUILD: 19.42 FTRIM: 1039.99
INV: 1023.49
BUILD: 16.50 FT
RIM: 1031.87
INV: 1013.96
BUILD: 17.91 FT
RIM: 1023.30
INV: 1007.96
BUILD: 15.34 FT
RIM: 1043.94
INV: 1022.79
BUILD: 21.15 FT
RIM: 1037.67
INV: 1027.00
BUILD: 10.67 FT
RIM: 1042.73
INV: 1022.07
BUILD: 20.66 FT
RIM: 1040.75
INV: 1020.94
BUILD: 19.81 FT
RIM: 1038.00
INV: 1027.96
BUILD: 10.04 FT
RIM: 1041.11
INV: 1026.92
BUILD: 14.19 FT
RIM: 1035.35
INV: 1025.33
BUILD: 10.02 FT
RIM: 1044.20
INV: 1023.74
BUILD: 20.46 FT
RIM: 1047.77
INV: 1022.45
BUILD: 25.32 FT
RIM: 1045.70
INV: 1021.58
BUILD: 24.12 FT
RIM: 1043.77
INV: 1019.34
BUILD: 24.43 FT
RIM: 1047.89
INV: 1020.60
BUILD: 27.29 FT
RIM: 1046.00
INV: 1021.86
BUILD: 24.14 FT
RIM: 1050.57
INV: 1023.12
BUILD: 27.45 FT
2" FORCE MAIN
FUTURE EXTENSION>>>FUTURE EXTENSION
5 GPM FUTURE
GRAVITY FLOW
50 GPM FUTURE
GRAVITY FLOW
10 GPM FUTURE
GRAVITY FLOW
35 GPM FUTURE
GRAVITY FLOW
15 GPM FUTURE
GRAVITY FLOW
R
FEETSCALE
0 130 260
H:\SCND\N13117014\CAD\C3D\Public Works Community System-Servce Area Figure 2 option 3.dwg 10/24/2018 11:16:05 AMCommunity Drainfield Study
City of Scandia, MN
Figure 1: Potential Sewer Layout
October 2018
ENGINEER'S ESTIMATE
Scandia Drainfield Study
City of Scandia, MN
Date: 11/05/18
Part 1:
1.1 MOBILIZATION 1 LUMP SUMP $80,000.00 $80,000.00
2.1 DRAINFIELD 1 LUMP SUMP $2,500,000.00 $2,500,000.00
3.1 CLEARING AND GRUBBING 1.4 ACRE $15,000.00 $21,000.00
4.1 SALVAGE, STOCKPILE, AND RESPREAD TOPSOIL 1 LUMP SUM $15,000.00 $15,000.00
5.1 STREET SWEEPER (WITH PICKUP BROOM)20 HOUR $150.00 $3,000.00
6.1 IMPROVED PIPE FOUNDATION 10 LIN FT $6.00 $60.00
7.1 8" PVC, SANITARY SEWER, SDR 26, 20'-25' DEEP 255 LIN FT $95.00 $24,225.00
8.1 3" FORCE MAIN 715 LIN FT $50.00 $35,750.00
9.1 CASTING ASSEMBLY (R-1642) INCLUDING ADJUSTMENT RINGS 1 EACH $700.00 $700.00
10.1 LIFT STATION 1 EACH $175,000.00 $175,000.00
11.1 4' DIAMETER SANITARY SEWER MANHOLE, 8' DEEP 1 EACH $5,300.00 $5,300.00
12.1 4' DIAMETER SANITARY SEWER MANHOLE OVERDEPTH 17 LIN FT $240.00 $4,080.00
13.1 TRAFFIC CONTROL 1 LUMP SUMP $250.00 $250.00
14.1 STRUCTURE MARKER SIGN PER DETAIL 505 1 EACH $50.00 $50.00
15.1 STABILIZED CONSTRUCTION EXIT 1 LUMP SUM $3,500.00 $3,500.00
16.1 SEDIMENT CONTROL LOG TYPE STRAW 100 LIN FT $2.50 $250.00
17.1 SILT FENCE, TYPE MS 200 LIN FT $2.00 $400.00
18.1 SEED (MNDOT MIX 25-151), HYDRAULIC STABILIZED FIBER MATRIX, AND FERTILIZER TYPE 38 ACRE $5,000.00 $40,000.00
PART 1 TOTAL:$2,908,565.00
Part 2:
1.2 MOBILIZATION 1 LUMP SUMP $34,000.00 $34,000.00
2.2 CLEARING AND GRUBBING 1.3 ACRE $10,000.00 $13,000.00
3.2 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)1200 LIN FT $3.00 $3,600.00
4.2 REMOVE BITUMINOUS PAVEMENT 1350 SQ YD $5.00 $6,750.00
5.2 SALVAGE AND REINSTALL TRAFFIC SIGN 2 EACH $200.00 $400.00
6.2 SALVAGE, STOCKPILE, AND RESPREAD TOPSOIL 1 LUMP SUM $15,000.00 $15,000.00
7.2 SALVAGE, STOCKPILE, AND REINSTALL AGGREGATE BASE (EV)450 CU YD $18.00 $8,100.00
8.2 SUBGRADE EXCAVATION (EV)100 CU YD $17.00 $1,700.00
9.2 AGGREGATE BASE 800 TON $18.00 $14,400.00
10.2 STREET SWEEPER (WITH PICKUP BROOM)20 HOUR $150.00 $3,000.00
11.2 BITUMINOUS MATERIAL FOR TACK COAT 100 GAL $3.50 $350.00
12.2 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)400 TON $85.00 $34,000.00
13.2 IMPROVED PIPE FOUNDATION 590 LIN FT $6.00 $3,540.00
14.2 10" X 6" PVC WYE, SDR 26 10 EACH $400.00 $4,000.00
15.2 6" PVC CLEANOUT 10 EACH $500.00 $5,000.00
16.2 8" PVC, SANITARY SEWER, SDR 26, 0'-15' DEEP 210 LIN FT $40.00 $8,400.00
17.2 8" PVC, SANITARY SEWER, SDR 26, 15'-20' DEEP 895 LIN FT $60.00 $53,700.00
18.2 8" PVC, SANITARY SEWER, SDR 26, 20'-25' DEEP 1254 LIN FT $95.00 $119,130.00
19.2 24" STEEL CASING 125 LIN FT $225.00 $28,125.00
20.2 2" PVC, FORCE MAIN 2300 LIN FT $40.00 $92,000.00
21.2 CASTING ASSEMBLY (R-1642) INCLUDING ADJUSTMENT RINGS 8 EACH $700.00 $5,600.00
22.2 LIFT STATION 1 EACH $150,000.00 $150,000.00
23.2 4' DIAMETER SANITARY SEWER MANHOLE, 8' DEEP 8 EACH $5,300.00 $42,400.00
24.2 4' DIAMETER SANITARY SEWER MANHOLE OVERDEPTH 78 LIN FT $240.00 $18,720.00
Total AmountItem No.Item Estimated
Quantity Unit Unit Price
11/6/2018, 10:20 AM
Engineer's Estimate
Bolton & Menk, Inc.Page 1 of 3
ENGINEER'S ESTIMATE
Scandia Drainfield Study
City of Scandia, MN
Date: 11/05/18
Total AmountItem No.Item Estimated
Quantity Unit Unit Price
25.2 TRAFFIC CONTROL 1 LUMP SUMP $10,000.00 $10,000.00
26.2 STRUCTURE MARKER SIGN PER DETAIL 505 8 EACH $50.00 $400.00
27.2 STABILIZED CONSTRUCTION EXIT 1 LUMP SUM $3,500.00 $3,500.00
28.2 SEDIMENT CONTROL LOG TYPE STRAW 300 LIN FT $2.50 $750.00
29.2 SILT FENCE, TYPE MS 1000 LIN FT $2.00 $2,000.00
30.2 COMMON TOPSOIL BORROW (LV)300 CU YD $33.00 $9,900.00
31.2 SEED (MNDOT MIX 25-151), HYDRAULIC STABILIZED FIBER MATRIX, AND FERTILIZER TYPE 33.5 ACRE $5,000.00 $17,500.00
PART 2 TOTAL:$708,965.00
Part 3:
1.3 MOBILIZATION 1 LUMP SUMP $14,000.00 $14,000.00
2.3 CLEARING AND GRUBBING 2.3 ACRE $10,000.00 $23,000.00
3.3 SALVAGE, STOCKPILE, AND RESPREAD TOPSOIL 1 LUMP SUM $15,000.00 $15,000.00
4.3 STREET SWEEPER (WITH PICKUP BROOM)20 HOUR $150.00 $3,000.00
5.3 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)100 TON $100.00 $10,000.00
6.3 IMPROVED PIPE FOUNDATION 460 LIN FT $6.00 $2,760.00
7.3 CONNECT TO EXISTING SANITARY SEWER 4 EACH $1,500.00 $6,000.00
8.3 10" X 6" PVC WYE, SDR 26 2 EACH $400.00 $800.00
9.3 6" PVC CLEANOUT 15 EACH $500.00 $7,500.00
10.3 8" PVC, SANITARY SEWER, SDR 35, 0'-15' DEEP 898 LIN FT $40.00 $35,920.00
11.3 8" PVC, SANITARY SEWER, SDR 26, 15'-20' DEEP 167 LIN FT $60.00 $10,020.00
12.3 8" PVC, SANITARY SEWER, SDR 26, 20'-25' DEEP 766 LIN FT $95.00 $72,770.00
13.3 CASTING ASSEMBLY (R-1642) INCLUDING ADJUSTMENT RINGS 6 EACH $700.00 $4,200.00
14.3 4' DIAMETER SANITARY SEWER MANHOLE, 8' DEEP 6 EACH $5,300.00 $31,800.00
15.3 4' DIAMETER SANITARY SEWER MANHOLE OVERDEPTH 57 LIN FT $240.00 $13,680.00
16.3 TRAFFIC CONTROL 1 LUMP SUMP $3,000.00 $3,000.00
17.3 STRUCTURE MARKER SIGN PER DETAIL 505 6 EACH $50.00 $300.00
18.3 STABILIZED CONSTRUCTION EXIT 1 LUMP SUM $3,500.00 $3,500.00
19.3 SEDIMENT CONTROL LOG TYPE STRAW 100 LIN FT $2.50 $250.00
20.3 SILT FENCE, TYPE MS 200 LIN FT $2.00 $400.00
21.3 COMMON TOPSOIL BORROW (LV)150 CU YD $33.00 $4,950.00
22.3 SEED (MNDOT MIX 25-151), HYDRAULIC STABILIZED FIBER MATRIX, AND FERTILIZER TYPE 33 ACRE $5,000.00 $15,000.00
PART 3 TOTAL:$277,850.00
11/6/2018, 10:20 AM
Engineer's Estimate
Bolton & Menk, Inc.Page 2 of 3
ENGINEER'S ESTIMATE
Scandia Drainfield Study
City of Scandia, MN
Date: 11/05/18
Total AmountItem No.Item Estimated
Quantity Unit Unit Price
PART 4:
1.4 MOBILIZATION 1 LUMP SUMP $8,000.00 $8,000.00
2.4 SALVAGE, STOCKPILE, AND RESPREAD TOPSOIL 1 LUMP SUM $5,000.00 $5,000.00
3.4 STREET SWEEPER (WITH PICKUP BROOM)20 HOUR $150.00 $3,000.00
4.4 IMPROVED PIPE FOUNDATION 240 LIN FT $6.00 $1,440.00
5.4 CONNECT TO EXISTING SANITARY SEWER 2 EACH $1,500.00 $3,000.00
6.4 10" X 6" PVC WYE, SDR 26 6 EACH $400.00 $2,400.00
7.4 6" PVC CLEANOUT 6 EACH $500.00 $3,000.00
8.4 8" PVC, SANITARY SEWER, SDR 35, 20'-30' DEEP 946 LIN FT $95.00 $89,870.00
9.4 CASTING ASSEMBLY (R-1642) INCLUDING ADJUSTMENT RINGS 3 EACH $700.00 $2,100.00
10.4 4' DIAMETER SANITARY SEWER MANHOLE, 8' DEEP 3 EACH $5,300.00 $15,900.00
11.4 4' DIAMETER SANITARY SEWER MANHOLE OVERDEPTH 14 LIN FT $240.00 $3,360.00
12.4 TRAFFIC CONTROL 1 LUMP SUMP $2,000.00 $2,000.00
13.4 STRUCTURE MARKER SIGN PER DETAIL 505 3 EACH $50.00 $150.00
14.4 STABILIZED CONSTRUCTION EXIT 1 LUMP SUM $3,500.00 $3,500.00
15.4 SEDIMENT CONTROL LOG TYPE STRAW 100 LIN FT $2.50 $250.00
16.4 SILT FENCE, TYPE MS 200 LIN FT $2.00 $400.00
17.4 SEED (MNDOT MIX 25-151), HYDRAULIC STABILIZED FIBER MATRIX, AND FERTILIZER TYPE 32 ACRE $5,000.00 $10,000.00
PART 4 TOTAL:$153,370.00
PART 1-4 TOTAL:$4,048,750.00
11/6/2018, 10:20 AM
Engineer's Estimate
Bolton & Menk, Inc.Page 3 of 3
OZARK CT
P
A
R
R
I
S
H
RO
A
D
N
.
STATE HWY 97
OZARK AVE214th ST N
104010
5
0
10
6
0
1034
1036 1036103610381042
1044
1
0
4
6
1
0
4
8
1
0
5
2
10
5
4
1056
105
8
104010321
0
3
4
1
0
3
61038
1
0
4
2
1
0
4
4
10
4
61030
10401028 103210341036103
61036
1038104210441020103010401012101410161018102210241026102810321034103610381050
104
6
1046104810
4
8
>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>l ll l l l l l l l l l l l l l l l l ll ll ll ll ll lDRAIN FIELD
(9 ACRES)
3" FORCE MAIN
LIFT STATION
LIFT STATION
>>>>>>>>>>>>
LEGEND:
GRAVITY SEWER IN STUDY
FORCE MAIN IN STUDY
POTENTIAL FUTURE EXTENSION8" PVC8" PVC8" PVC8" PVC8" PVC 8" PVC8" PVC 8" PVC8" PVCCASING PIPE
>
l l
>8" PVC8" PVC 8" PVC 8" PVC8" PVCRIM: 1036.27
INV: 1026.00
BUILD: 10.27 FT
RIM: 1043.78
INV: 1024.37
BUILD: 19.42 FTRIM: 1039.99
INV: 1023.49
BUILD: 16.50 FT
RIM: 1031.87
INV: 1013.96
BUILD: 17.91 FT
RIM: 1023.30
INV: 1007.96
BUILD: 15.34 FT
RIM: 1043.94
INV: 1022.79
BUILD: 21.15 FT
RIM: 1037.67
INV: 1027.00
BUILD: 10.67 FT
RIM: 1042.73
INV: 1022.07
BUILD: 20.66 FT
RIM: 1040.75
INV: 1020.94
BUILD: 19.81 FT
RIM: 1038.00
INV: 1027.96
BUILD: 10.04 FT
RIM: 1041.11
INV: 1026.92
BUILD: 14.19 FT
RIM: 1035.35
INV: 1025.33
BUILD: 10.02 FT
RIM: 1044.20
INV: 1023.74
BUILD: 20.46 FT
RIM: 1047.77
INV: 1022.45
BUILD: 25.32 FT
RIM: 1045.70
INV: 1021.58
BUILD: 24.12 FT
RIM: 1043.77
INV: 1019.34
BUILD: 24.43 FT
RIM: 1047.89
INV: 1020.60
BUILD: 27.29 FT
RIM: 1046.00
INV: 1021.86
BUILD: 24.14 FT
RIM: 1050.57
INV: 1023.12
BUILD: 27.45 FT
PART 3
PART 2
PART 1
PART 4
2" FORCE MAIN
FUTURE EXTENSION>>>FUTURE EXTENSION
5 GPM FUTURE
GRAVITY FLOW
50 GPM FUTURE
GRAVITY FLOW
10 GPM FUTURE
GRAVITY FLOW
35 GPM FUTURE
GRAVITY FLOW
15 GPM FUTURE
GRAVITY FLOW
R
FEETSCALE
0 130 260
H:\SCND\N13117014\CAD\C3D\Public Works Community System-Servce Area Figure 2 option 3.dwg 10/24/2018 2:20:12 PMCommunity Drainfield Study
City of Scandia, MN
Figure 1: Potential Sewer Layout
October 2018