2009 - Illinois DNR - State of Illinois

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Table 18: Alternative S10 - Combined Storage at Good Avenue Pond, Lutheran GeneralHospital Pond, High School Reservoir, and BelleauLake Lowered Cost EstimateFarmer/Prairie CreekAlternative S10 Cost Estimate Aug 04Line Unit TotalItem Item Quantity Unit Price CostAlt. S2 Good Ave. Pond Alternative 1 Each $27,154 $27,154Alt. S3 LGH Alternative 1 Each $227,117 $227,117Alt. S5 High School Alternative 1 Each $1,472,885 $1,472,885Alt. S8 Belleau Lake Alternative 1 Each $66,651 $66,651Construction Cost $1,793,807Engineering (20%) and Construction Supervision (7.5%) $493,297Right-of-Way Cost* 920268 SQ FT $1 $920,268Right-of-Way Cost** 719920 SQ FT $0 $0Total Project Cost $3,207,372Alternative Average Annual Cost (5.375% For 50 Years) $185,965O&M (1%) $17,938Alternative Average Annual Cost and O&M (1%) $203,903Baseline Average Annual Damages (Direct and Indirect) $144,531Alternative Average Annual Damages (Direct and Indirect) $52,779Alternative Average Annual Benefits $91,752Benefit Cost Ratio 0.45Frequency 1 2 5 10 25 50 100Existing Damaged Structures 0 1 2 11 38 64 96Alternative Damaged Structures 0 1 1 1 9 18 49Structures Removed from Floodplain 0 0 1 10 29 46 47* Estimated cost of securing a permanent flood easement.**$0.00 Assessed value because of current public ownership.61
ALTERNATIVE S11 - COMBINED STORAGE AT DUDE RANCH PONDEXPANSION WITH LAKE MARY ANNE PUMP STATION,LUTHERAN GENERAL HOSPITAL POND, HIGH SCHOOLRESERVOIR, AND BELLEAU LAKE LOWEREDTo achieve flood damage reduction benefits throughout the watershed, this alternativewould combine various storage alternatives including construction of a pump station atLake Mary Anne, modifications to the Dude Ranch Pond, modifications to the LutheranGeneral Hospital Pond, construction of a new reservoir on the Maine Township HighSchool campus and modifications to Belleau Lake. Each of the storage components ofthis alternative are described below.The Dude Ranch Pond, located south of Golf Road and east of the Tri-State Tollway,would be enlarged and connected to Farmers Creek to increase upper Farmers Creekstorage by 30 acre-feet. Storage in the pond would be controlled by a new 48-inchdiameter outlet pipe through a provisional Class 1 dam structure constructed in theFarmers Creek channel just downstream of the pond. A 10 cfs pump station, with an 18-inch diameter discharge pipe, would be constructed on the south shore of Lake MaryAnne to pump water from Lake Mary Anne into the Dude Ranch Pond. The two 5cfspumps would substantially improve Lake Mary Anne’s outlet capacity and prevent 100year frequency event water levels in Lake Mary Anne from reaching most structures.The normal pool elevation of Lake Mary Anne would remain unchanged at 632.5.Overflows from the existing IDOT Golf Road interceptor sewer would also be controlledby the Dude Ranch Pond site.Normal water elevations in Lutheran General Hospital Pond, located on Prairie Creekbetween Dempster Avenue and Ballard Road east of Potter Road, would be lowered 4.4feet to elevation 627 via a 5cfs pump station to increase flood storage. Normal PrairieCreek flows would bypass the pond via a siphon pipe that would be constructed underthe existing pond. Flows in excess of a 2-year frequency event (30cfs), would exceedthe capacity of the siphon pipe and flow over a weir and into the pond. Flows tributaryto the pond from the north side of Ballard Road would be diverted in a pipe to a junctionchamber at the upstream side of the siphon bypass pipe noted above.Flood stages in the pond above elevation 631.3 would be able to gravity flow out of thepond. Flood water remaining in the pond below elevation 631.3 would be pumped out ofthe reservoir in about one day using a 5cfs pump station. This alternative would increase62
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Alternative C5 - Pipe From Lutheran
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27. Alternative D6 - Combine Altern
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As shown in Exhibit 1, the study ar
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construct addition flood water stor
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PURPOSE AND AUTHORITYThis report hi
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infrastructure and commercial devel
Page 18 and 19: Central Road20120220620420710110410
Page 21 and 22: TABLE 3: CRITICAL DURATION DETERMIN
Page 23 and 24: Prairie Creek is modeled as a singl
Page 25 and 26: TABLE 5 CONTINUED: CALIBRATION DATA
Page 27 and 28: average annual damages under existi
Page 29 and 30: EXHIBIT 5: SAMPLE FLOOD DAMAGE COMP
Page 31 and 32: DAMAGE RESULTS TABLE 8PLAN DESCRIPT
Page 33 and 34: FLOOD DAMAGE REDUCTION ALTERNATIVES
Page 36 and 37: STORAGE IMPROVEMENTSALTERNATIVE S1
Page 38 and 39: Table 9: Alternative S1 - Dude Ranc
Page 40 and 41: Exhibit 7: Alternative S2 - Good Av
Page 42 and 43: ALTERNATIVE S3 - LUTHERAN GENERAL H
Page 44 and 45: Table 11: Alternative S3 - Lutheran
Page 46 and 47: Exhibit 9: Alternative S4 - Luthera
Page 48 and 49: ALTERNATIVE S5 - HIGH SCHOOL RESERV
Page 50 and 51: Table 13: Alternative S5 - High Sch
Page 52 and 53: Exhibit 11: Alternative S6 - Bellea
Page 54 and 55: ALTERNATIVE S7 - LAKE MARY ANNE PUM
Page 56 and 57: Table 15: Alternative S7 - Lake Mar
Page 58 and 59: Exhibit 13: Alternative S8 - Bellea
Page 60 and 61: ALTERNATIVE S9 -COMBINED STORAGE AT
Page 62 and 63: normal flows to bypass the lake in
Page 64 and 65: Table 17: Alternative S9 - Combined
Page 66 and 67: An additional 50 acre-feet flood st
Page 70 and 71: the flood storage at the site by ap
Page 72 and 73: Table 19: Alternative S11 - Combine
Page 74 and 75: Exhibit 17: Alternative S12 - Dude
Page 76 and 77: CONVEYANCE IMPROVEMENTSALTERNATIVE
Page 78 and 79: ALTERNATIVE C3 - DEMPSTER STORM SEW
Page 80 and 81: ALTERNATIVE C5 - PIPE FROM LUTHERAN
Page 82 and 83: ALTERNATIVE C7 - REPLACE RANCHO LAN
Page 84 and 85: OTHER IMPROVEMENTSALTERNATIVE L1- P
Page 86 and 87: COMBINATION IMPROVEMENTSALTERNATIVE
Page 88 and 89: damages for 59 structures currently
Page 90 and 91: Table 22 Continued: Alternative D1F
Page 92 and 93: Hospital property, north of Dempste
Page 94 and 95: Table 23: Alternative D2 - Combine
Page 96 and 97: sewer system would be restricted to
Page 100 and 101: sewer system would be restricted to
Page 104 and 105: Exhibit 31: Alternative D5 - Combin
Page 106 and 107: ALTERNATIVE D6 - COMBINE STORAGE AL
Page 110 and 111: Hospital property, north of Dempste
Page 114 and 115: Exhibit 34: Alternative D8 - Combin
Page 116 and 117: ALTERNATIVE D9 - COMBINE STORAGE AL
Page 118 and 119:
Existing flood damages along Lower
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Table 30 Continued: Alternative D9F
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Hospital property, north of Dempste
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Table 31: Alternative D10 - Combine
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ALTERNATIVE D11 - COMBINE STORAGE A
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Exhibit 37: Alternative D11 - Combi
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Table 32 Continued: Alternative D11
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ALTERNATIVE D13: PRAIRIE CREEK CULV
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community can realize additional re
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concrete block or brick veneer over
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CONCLUSIONSFarmers and Prairie Cree
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costs to construct these improvemen
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S1S2S3S7S8S12S11S9D7TABLE 33 Farmer
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2009 - Illinois DNR - State of Illinois

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