- Page 4: Alternative C5 - Pipe From Lutheran
- Page 7 and 8: 27. Alternative D6 - Combine Altern
- Page 9 and 10: As shown in Exhibit 1, the study ar
- Page 11: construct addition flood water stor
- Page 15 and 16: PREVIOUS STUDIESPrevious studies re
- Page 17 and 18: family residential and multi-family
- Page 19: The hydrologic computer program HEC
- Page 22 and 23: HYDRAULICSHEC-RAS MODELThe Hydrauli
- Page 24 and 25: Ineffective flow boundaries were us
- Page 26 and 27: Traffic disruption damages, damage
- Page 28 and 29: 1320Lake Mary Anne 21%Lower Prairie
- Page 30 and 31: TABLE 7: DISTRIBUTION OF FLOOD DAMA
- Page 32 and 33: TABLE 8DAMAGESECONOMICSCONTINUED PL
- Page 34: Farmers Creek, but would also incre
- Page 37 and 38: Exhibit 6: Alternative S1- Dude Ran
- Page 39 and 40: ALTERNATIVE S2 - GOOD AVENUE PONDAs
- Page 41 and 42: Table 10: Alternative S2 - Good Ave
- Page 43 and 44: Exhibit 8: Alternative S3 - Luthera
- Page 45 and 46: ALTERNATIVE S4 - LUTHERAN GENERAL H
- Page 47 and 48: Table 12: Alternative S4 - Lutheran
- Page 49 and 50: Exhibit 10: Alternative S5 - High S
- Page 51 and 52: ALTERNATIVE S6 - BELLEAU LAKE EXPAN
- Page 53 and 54: Table 14: Alternative S6 - Belleau
- Page 55 and 56: Exhibit 12: Alternative S7 - Lake M
- Page 57 and 58: ALTERNATIVE S8 - BELLEAU LAKE LOWER
- Page 59 and 60: Table 16: Alternative S8 - Belleau
- Page 61 and 62: pond would be gated to prevent stag
- Page 63 and 64:
Exhibit 14: Alternative S9 - Combin
- Page 65 and 66:
ALTERNATIVE S10 - COMBINED STORAGE
- Page 67 and 68:
estimated land rights costs, as det
- Page 69 and 70:
ALTERNATIVE S11 - COMBINED STORAGE
- Page 71 and 72:
floodplain.Project costs of this al
- Page 73 and 74:
ALTERNATIVE S12 - DUDE RANCH POND E
- Page 75 and 76:
Table 20: Alternative S12 - Dude Ra
- Page 77 and 78:
ALTERNATIVE C2 - DOWNSTREAM DEMPSTE
- Page 79 and 80:
ALTERNATIVE C4 - ADDITIONAL DEE ROA
- Page 81 and 82:
ALTERNATIVE C6 - REPLACE RANCHO LAN
- Page 83 and 84:
ALTERNATIVE C8 - CONFLUENCE TO BELL
- Page 85 and 86:
Table 21: Alternative L1 - Parkview
- Page 87 and 88:
Dempster Avenue storm sewer, tribut
- Page 89 and 90:
Table 22: Alternative D1 - Combine
- Page 91 and 92:
ALTERNATIVE D2 - COMBINE STORAGE AL
- Page 93 and 94:
many overlapping project benefits f
- Page 95 and 96:
ALTERNATIVE D3 - COMBINE STORAGE AL
- Page 97 and 98:
Exhibit 29: Alternative D3 - Combin
- Page 99 and 100:
ALTERNATIVE D4 - COMBINE STORAGE AL
- Page 101 and 102:
$3,883,054 including $1,047,827 in
- Page 103 and 104:
ALTERNATIVE D5 - COMBINE STORAGE AL
- Page 105 and 106:
Table 26: Alternative D5 - Combine
- Page 107 and 108:
average annual flood damage reducti
- Page 109 and 110:
ALTERNATIVE D7 - COMBINE ALTERNATIV
- Page 111 and 112:
Exhibit 33: Alternative D7 - Combin
- Page 113 and 114:
ALTERNATIVE D8 - COMBINE ALTERNATIV
- Page 115 and 116:
Table 29: Alternative D8 - Combine
- Page 117 and 118:
Hospital property, north of Dempste
- Page 119 and 120:
Table 30: Alternative D9 - Combine
- Page 121 and 122:
ALTERNATIVE D10 - COMBINE STORAGE A
- Page 123 and 124:
around Lake Mary Anne on Farmers Cr
- Page 125 and 126:
Table 31 Continued: Alternative D10
- Page 127 and 128:
water in the sewer to back flow int
- Page 129 and 130:
Table 32: Alternative D11 - Combine
- Page 131:
ALTERNATIVE D12: PRAIRIE CREEK CHAN
- Page 135 and 136:
STRUCTURE MODIFICATIONSThe implemen
- Page 137 and 138:
(approximately 1000 square feet) up
- Page 139:
Endangered SpeciesCompletion of any
- Page 142 and 143:
Lowering the normal pool elevation
- Page 144 and 145:
5. Actively remove debris and logs
- Page 146:
REFERENCES1. Huff, Floyd A., and Ja