Dennis Stapleton SessionC 083109

8/3/2019 Dennis Stapleton SessionC 083109

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The Brewery


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The Pabst BreweryPrior to Closing Its Doors In 1996


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In the Heart of DowntownMilwaukee, Wisconsin

FinancialDistrict

ConventionCenter

ArtMuseum

Marquette

Business

District

PerformingArts Center

OldWorld3 rd St.

3 rd WardMSOE

BradyStreet

MedicalCenter

Park EastDevelopment MATC

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A erial

Residential

A rea Residential A rea


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Conceptual Design


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Conceptual Master Plan


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The BreweryEmbraces Sustainability


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Eco Charrette(Sustainability Strategizing Session)

Participants (MMSD, COM, A rchitects,Engineers, Sustainability Experts, Zilber Staff)Intense day-long meeting to discuss sustainable

strategies and directionA strong and collaborative partnership betweenthe City of Milwaukee, MMSD and The BreweryLLC

Sustainability GuidelinesParticipate in LEED for NeighborhoodDevelopment Pilot


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Sustainable Strategies

Sustainable VisionHistorical BuildingPreservationShare the Vision andCommitmentPrepare the site and itsbuildings for the new ownersand transformationMaster Plan

The Sustainability GuidelinesBuilding removal andconstruction wastemanagement

Stormwater managementStreetscapeMinimize ParkingFootprintA lternate modes of transportationHeat Island ReductionDiverse and A ffordableHousingComprehensive WasteManagement


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Sustainability GuidelinesCommon reference for multiple building ownersResearched multiple guidelinesMeant to educate

Meant to inspireMeant to motivateTailored to The BreweryLevel One (required criteria)

Level Two (suggested criteria)Level One matrix and sign off Requirement of DIZ Guidelines


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The Stormwater ManagementPlan at The Brewery


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98%+ Impervious Site


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Building 10 Exterior


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Buildings 20 & 21 at 10 th Street &Juneau A venue

Building 20 Brewhouse, 1877, 48k s.f.Building 21 Engine House, 1892, 38k s.f.


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Buildings 24 & 25 onJuneau A venue

Building 24 Malt Elevator, 1891, 9.2k s.f.Building 25 Malt House, 1882, 138.3 s.f.


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Building 29 10 th Street Facade


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Original Pabst Employee Parking Lot


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Calculated Performance Goals

Infiltrate and evapotranspirate 72% of thesites runoff based on the average annualrainfallRemoval of 86% of TSSPost Development flow Rates

2yr storm event 23.8% Reduction10yr Storm Event 24.6% Reduction100yr Storm Event 21.3% Reduction


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System Design

25 acre, previously developed site that was 98% +impervious. New green spaces and porous pavementareas will reduce the impervious area by 10%approximately 2.5 acres.A ll site water, including roof water runs through a BMP100% gravity flowStreet bioswales will have a 10yr storm event capacityJuneau A venue will have a 25yr storm event capacityPrivate water storage areas have a 100 year storm eventcapacity.

Stormwater is released into combined sewer at a ratethat would not exceed a two year storm event.Pre and post development monitoring of water flow ratesand volume at manholes as the combined sewer leavesthe site


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Highland A venue

Winnebago A venue

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Juneau A venue


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Tributary Plan


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Phasing Plan


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Juneau A venueUnderground Water Storage

Tributary A reasBuilding roofs, sidewalks, streetInverted crownPorous Pavement

Building lateral connections to infiltrationmanhole at one of four compartmentsWater Storage drainage flow regulated by stonesize and openings in bottom of infiltrationmanhole5 (2 1/2 stone), 2 Filter Course, Filter FabricCLSM Trench DamConnection to combined sewer


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Juneau A ve. Tree IslandsBetween 8 th and 9 th Street


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Juneau A ve. Water StorageSection


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Juneau A ve.Water Storage Profile


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Trench Dam


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9 th and 10 th Street BioswalesTributary A reasBuilding roofs, sidewalks, streetStreet and sidewalk slopes to the west edge of 9 th and 10 th streetInlet flumes at sidewalk and street side of bioswaleNative plants that are drought and salt tolerant1.5 from top of street to top of bioswale and 2 of structural soil with40% voids6 perforated pipe wrapped with a filter sockCatch basin at end of each bioswale segmentThe catch basin at the end of block is connected to combined sewer Overflow, for storm events greater than a 2 yr will back up throughthe street flumes into the streetExtended curb


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Bioswale Sections


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Tree Lawns

Tributary A reas tree lawn foot printGroup trees as oppose to placing at 40 o.c.Improve streetscape, more pedestrian friendly, reduceheat island effect

Tree lawn vs small sidewalk cut outStructural Soil in planters and under sidewalk, increasedsoil portion at tree baseSalt Lip around each islandNative plants that are drought and salt tolerant

Weed fabricBetty Rubble Mulch (crushed cream city brick, concreteand recycled brown glass)


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Building 29 Exterior


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Pocket Parks

Tributary area Roof water, sidewalkparking surfaces, its own foot print

Improve streetscape, more pedestrianfriendly, reduce heat island effect


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Park/Reservoir Cross Sections


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Development is sustainable when itmeets the needs of the present withoutcompromising the ability of the futuregenerations to meet theirs

~ United Nations World Commission on environment andDevelopment, 1987 ~

Dennis Stapleton SessionC 083109

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