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CompleteCitySWPPPSubmittal_03-03-21
G:\MADISON ENGINEERING\PROJECTS\2020\20-102 CoHousing\Application\SWPPP\City Engineering SWPPP Cover Letter.docx 895 Technology Blvd Suite 203 Bozeman, MT 59718 (406) 586-0262 Fax (406) 586-5740 MADISON ENGINEERING March 9th, 2021 Frank Greenhill City of Bozeman Stormwater Division 20 East Olive Bozeman, MT 59715 RE: Bozeman Cohousing NOI-SWPPP Stormwater Management Permit Application Dear Frank: We are submitting on behalf of the Applicant/Owner the attached MDEQ Notice of Intent (NOI) and SWPPP for Bozeman Cohousing, located near the intersection of Wagon Wheel Rd. and Concord Dr. on Tract A SW ¼ of the Assessor’s Plat and Tract B of C.O.S. 526. This project consists of the development of residential buildings, with water and sewer main extensions and parking lot construction included in the overall scope of the project. The owner will sign the SWPPP and NOI forms via the DEQ FACTS online application in addition to paying the appropriate fee. We understand there is currently no fee required with the City for this application. Please review the submitted material at your earliest convenience. Please respond with comments to derek@mad-eng.com or call us at 586-0262. Sincerely, Madison Engineering, LLC. _____________________________ Derek Dennehy, EI cc: file 1 Bozeman Cohousing NOI-SWPPP Section E - Construction Activity and BMP Schedule and Phasing Phase I: Site Stripping, Clearing and Grubbing Potential Pollutants: Sediment laden stormwater; Equipment petroleums from re-fueling, lubrication, leaks; Vehicle tracking soils onto public streets from the site due to tires catching disturbed soils on-site; Human generated garbage; Wind Blown Dust from scarified soils; Human sanitary waste. Construction Occurring in Phase: Strip weeds; Clear and grub top 9-inches of entire area of work; Site Best Management Practices: Install gravel construction entrance pad per City Standards; Store equipment and stockpile material in designated area; Perform street sweeping after vehicle tracked sediment occurs on public streets; Cover stockpiled material; Perform any equipment maintenance or re-fueling in a protected lined area; Immediately repair any leaks on equipment; Have a watering truck available for wind blowing dust; Provide a trash receptacle with scheduled pickup; Install sanitary facility for workers, stake down (not near top of slope); Earthwork Contractor shall perform biweekly inspections; Maintain spill kit on site; Phase II: Utility Installation Potential Pollutants: Sediment laden stormwater; Equipment petroleums from re-fueling, lubrication, leaks; Vehicle tracking soils onto public streets from the site due to tires catching disturbed soils on-site; Human generated garbage; Human sanitary waste. 2 Construction Occurring in Phase: Installation of sanitary sewer main and services and related appurtenances; Installation of water main and services and related appurtenances; Installation of storm drain system and related appurtenances; Installation of dry utilities conduit; Sanitary Sewer and Water Main testing. Site Best Management Practices: Install erosion control measures and BMP's in locations as noted on Phase II Site Plan; Maintain gravel construction entrance pad; Store equipment and stockpile material in designated area; Store chemicals, petroleums, gasoline, fuel and other containered items in a locked trailer or shed. Maintain sanitary facility for worker use; Maintain trash receptacle for human generated trash; Flush chlorinated water mains into an excavated hole and allow to infiltrate. Sweep streets immediately to remove any sediment tracked from trucks exiting the site; Utility Installer shall perform biweekly inspections; Maintain spill kit on site; Groundwater point wells to be installed for dewatering purposes. Clean water from the dewatering process to be piped to the nearest irrigation ditch. Phase III: Vertical Construction and Landscaping Potential Pollutants: Sediment laden stormwater; Equipment petroleums from re-fueling, lubrication, leaks; Vehicle tracking soils onto public streets from the site due to tires catching disturbed soils on-site; Nuclear soil density gauge being struck; Human generated garbage; Human sanitary waste. Concrete waste generated from trucks and testing; Construction Occurring in Phase: Rough grading of entire site; Excavation for placement of road subbase material Installation of pitrun gravels; Installation of roadmix gravel cushion; Watering of gravels; Pouring concrete for sidewalks; Pouring concrete curb & gutter; 3 Placement of Asphalt Pavement; Nuclear gauge testing of soils. Site Best Management Practices: Install erosion control measures and BMP's in locations as noted on Phase III Site Plan. Store equipment and stockpile material in designated area; Store chemicals, petroleums, gasoline, fuel and other containered items in a locked trailer or shed; Sweep streets immediately to remove any sediment tracked from trucks exiting the site; Cover soil stockpiles if windy conditions occur; Watering from watering trucks will immediately infiltrate into soils; Utilize a water truck to dampen exposed soils and prevent windblown nuisance dust; Maintain and clean sanitary facility for worker use; Nuclear gauge will be performed by a certified nuclear gauge operator; Nuclear gauge will never be left where there is a possibility of getting struck by equipment; Nuclear gauge is regulated under US Nuclear Regulatory Commission guidelines and rules; Roadway Contractor shall perform biweekly inspections; Maintain spill kit on site. Waste concrete from concrete trucks will always be washed into a poly lined containment area where it will be properly removed from the site and disposed of off-site at a concrete waste facility. Waste asphalt pavement from asphalt trucks will always be dumped into a polylined containment area where it will be properly removed from the site and disposed of off- site at an asphalt waste facility. Nuclear gauge is regulated under US Nuclear Regulatory Commission guidelines and rules; BMP SPECIFICATION SOURCE/REFERENCE SHEET Source: General Permit for Stormwater Discharges Associated with Construction Activity Permit Number MTR100000 Montana Department of Environmental Quality, effective January 1, 2018. Specific BMP's: Guide for filling out SWPPP application Source: Stormwater Discharges Associated with Construction Activity - Stormwater Pollution Prevention Plan Development Guidance Document Revised March 2014, Montana Department of Environmental Quality Specific BMP's: Guide for filling out SWPPP application Source: City of Bozeman Stormwater Department, Stormwater Erosion and Sediment Control Manual, May 2015 http://weblink.bozeman.net/WebLink8/0/doc/83010/Electronic.aspx Specific BMP's: Straw Wattles, Earthen Berm, Gravel Approach, Inlet Protection, Silt Fence. Source: United States Environmental Protection Agency, Water, Best Management Practices https://www.epa.gov/npdes/national-menu-best-management-practices-bmps-stormwater#edu Specific BMP's: Dust Control, Riprap, Seeding, Sodding, Soil Roughening, Construction Entrances, Fiber Rolls, Sediment Basins and Rock Check Dams, Straw or Haybales, Vegetated Buffers, Storm Drain Inlet Protection, Construction Site Operator BMP Inspection and Maintenance. Source: Colorado Urban Drainage and Flood Control District, Urban Storm Drainage Criteria Manual Volume 3, August 2013. http://www.udfcd.org/downloads/down_critmanual_volIII.htm Specific BMP's: Covering Outdoor Storage and Handling Areas, Good Housekeeping, Vehicle Maintenance, Fueling and Storage, Street Sweeping and Cleaning, Snow and Ice Management, Concrete Washout Area, Stockpile Management. Imagery................................................NAIP, January 2010Roads..............................................©2006-2010 Tele AtlasNames...............................................................GNIS, 2010Hydrography.................National Hydrography Dataset, 2010Contours............................National Elevation Dataset, 2010 ―│―│―│―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│ ―│―│―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│―│ 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3 35 1 31 HaggertyAirport EdsallField §¨¦90 §¨¦90 §¨¦90 §¨¦90 £¤191 £¤191 £¤191 ¬«86 ¬«84 ¬«84DOANE RDHARPER PUCKETT RDROCKY RDCLONINGER LNBECK DR BLACKWOOD RDARETE DRCOTTONWOOD RDSTAFFORD AVERESORT DRCLIF D E N D R LAKE D R TOOLE STGALLATIN GREEN BLVDVAQUERO PKWYR AVALLI ST DONNA AVE CATAMOUNT ST N WESTERN DRN 20TH AVERIVERSIDE DR S 15TH AVEABIGAIL RANCH RD W HARRISON ST W OLIVE ST W BEALL STW LAMME ST S BOZEMAN AVEE BABCOCK ST M C I L H A T T A N R D ANNETTE P ARK DRKENYON DRSOURDOUGH RIDGE RDBOHART LN GOOCH HILL RDLONGBOW LNSTUCKY RDLAUREL PKWYW DURSTON RD FLANDERSMILL RDMINERAL AVEBLACKBIRD DRW LINCOLN ST BAXTER LN STONEGATE D R WAGON WHEEL RDS GRAND AVEN 3RD AVEEVERGREEN D RMANLEY RDGRAF ST N TRACY AVEHITCHING POST RDGARDNER PARK DRLARIAT LOOPCOBBLE C R EEK RD CE D A R S T RIDGE TRLDEER CREEK DR E PANOR A MA DRROCKY CREEK RD GOOCH HILL RDBAXTER LN STAFFANSON RDE VALLEY CENTER RD PATTERSON RD N SWEETGRASS AVETHOMAS DRN 27TH AVEMOSS BRIDGE RD S 19TH RDSIMMENTAL WAYS E N TINEL DR ALDER CREEK DRS 14TH AVES 12TH AVEW KOCH ST W GRANT ST W DICKERSON ST S 3RD AVEWESTRIDGE D RS 5TH AVEW CLEVELAND STN 5TH AVES 3RD AVES 4TH AVESY P E S C A N Y O N R D E GARFIELD ST E OLIVE ST GOLD AVESOURDOUGH RDN BROADWAY AVEGOLF WAYL STHILLSIDE LN OVERLOOK LN TROOPER TRLPAINTED HILLS RDBENNETT DRECLIPSE DRMCGEE DRFRONTAGE RDMARY RDPAINTED CANYON DR EASTWOODKIMBALL AVEN FERGUSON RDRIATA RDFERGUSON AVEFALLON STE GRANITE AVEW BROADWATER STSANDERS AVENELSON RD OLIVER ST S 27TH AVEHUNTER S WAYWARBLER WA Y CATRON ST S 23RD AVEN 22ND AVEBROOKDALE DR S 7TH AVEW PEACH ST LANGOHR AVEPEACE PIPE DR S BLACK AVEN BOZEMAN AVEE ASPEN ST S CHURCH AVELOOKFAR W AYELLIS STROLLING HILLS DRDAMARELL RDFORESTGLEN DRW OAK ST MOUNTAIN VIEW D R CIRQUE DRCOTTONWOOD RDWATTS LNSACAJAWEA PEAK DRS FERGUSON RDS YELLOWSTONE AVEMEAGHER AVEE VA L L E Y C E N T E R D R LILY DR W GARFIELD STS 20TH AVESPRINGHILL LN S 3RD RDN 14TH AVEC H U R N C R E E K D R S 10TH AVES 9TH AVEW STORY ST FIELDSTONE DR WS 6TH AVEBRANDING IRON RDW ARTHUR ST W VILLARD ST S TRACY AVEN WILLSON AVEA U T U MN RIDGE RD S ROUSE AVEN CHURCH AVEBOYLAN RD HOLLY DR LONGHORN RD SADDLE CREEK RDBOZEMAN TRAIL RDSAXON WAY COULEE DRCREST DREQUESTRIAN LN STUBBS LNPONDERA AVESHERIDAN AVEFOWLER LNFOWLER AVEC AT T A IL STMICHAEL GROVE AVEROSE ST T E R R ENCE LOOP RDAINSWORTH DRN 25TH AVEGALLATIN DRCAMPBELL RD RED WING RD N 10TH AVEW CURTISS ST SPRING CREEK DRFAIRWAY DRE TAMARACK ST E GRIFFIN DR STORY MILL RDCHAPMAN RDJAGAR LN BUELL DR ADVANCE DRFLANDERS CREEK AVEHARPER PUCKETT RDLAKE RDW BABCOCK STN YELLOWSTONE AVEFOWLER LNDAVIS LNFEN WAYBUCKRAKE AVEN 27TH AVEPARKWAY AVEOAK ST TSCHACHE LN N 17TH AVES 13TH AVEW COLLEGE ST S 8TH AVEN 11TH AVEQ U IN N DAVID LNSYPES CANYON RDW ALDERSON ST AUGU STA DR BUTTONWOOD AVEBIG GULCH DR BEAR PA W T R L BOULDER BLVD BORDER LNHIDDEN VALLEY RDN VALLEY DRNEW HOLLAND DRWI NDWARD AVEW OAK ST SIR ARTHUR DRANNIE ST ENTERPRISE BLVDE VAL LEY CENTER RDSPRINGHILL RDS 11TH AVEMCILHATTAN RD CAMBRIDGE DR W BABCOCK ST OLD FARM RD W ARNOLD ST GOLDENSTEIN LNN GRAND AVEE STORY STN BLACK AVEN WALLACE AVEE PEACH ST N PLUM AVEHIGHLAND BLVDCHERRY DRKAGY RDPANORAMA DR E HAG G E R T Y L NN 7TH AVEBR I D G E R C ANYON RDW KAGY AVE FRO N T A G E R D S WILLSON AVEBRIDGER CANYON DR HIGHLAND BLVDS 19TH AVEFRO N T A G E R D N 19TH AVEE KAGY BLV DN ROUSE AVEHUFFINE LN W MAIN STE MAIN STSypes CrAajker CrLimestone CrLyman CrBaxter CrBozeman CrA ajker C r Maynard Border DitchDeer C r Churn CrE G allatin RiverAajker CrAajker CrChurn Cr Spring CrBozeman Cr E Gallatin R iv e r H y a l i t e C r Baxter CrBridger Cr Sypes Cr Middle Cr DitchW Gallatin CanalBeck Border DitchW Gallatin Can al E ast Gallatin Riv e rEast G allatin R i v e r Lyman CreekReservoir MontanaStateUniv SunsetHills Cem SunsetMemorialGardens HolyRosaryCem BrondelCatholicCem BOZEMAN Story Balmont King ArthurPark Catron PattersonMatthews Bisel SypesCanyon 61 07' 4 1 4 94 95 96 96 30" 4 1 50 59 60 62 63 000m 30" N 000 55 N 30" 560 5' 000m 4 111° 50 550 53 30"37' 66 50 91 92 92 5' 4 4 50 56 61 37'45° 45° 30" FEET 60 50 50 50 111°07'91 4 4 4 30" 98 99 111° 50 50 50 45° 55 42' 65 FEET 42' 54 50 62 64 50 4 000m 4 93 4 4 97 98 00' 64 000 FEET 510 56 58 50 63 65 4 99 E 50 50 50 000 50 40' 5350 59 000m 30" E 4 93 4 94 2' 2' 580 40' 58 000 FEET 45' 111° 50 50 50 50 30" 95 4 97 4 00' 50 50 50 54 45°45' MONTANA QUADRANGLE LOCATION BOZEMAN QUADRANGLEMONTANA-GALLATIN CO.7.5-MINUTE SERIES BOZEMAN, MT 2017 Expressway Local Connector ROAD CLASSIFICATION Ramp 4WDSecondary Hwy Local Road Interstate Route State RouteUS RouteWX./H BOZEMAN, MT 2017 ROAD CLASSIFICATION Check with local Forest Service unitfor current travel conditions and restrictions. FS Primary Route FS High Clearance RouteFS PassengerRouteª«▬Interstate Route State RouteUS RouteWX./H Expressway Local Connector Ramp 4WD Secondary Hwy Local Road U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY 1 Belgrade 8 Mount Ellis 2 Miser Creek3 Saddle Peak4 Bozeman Hot Springs5 Kelly Creek6 Gallatin Gateway7 Wheeler Mountain ADJOINING QUADRANGLES 1 2 3 4 5 6 7 8 This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011.A metadata file associated with this product is draft version 0.6.19 CONTOUR INTERVAL 20 FEETNORTH AMERICAN VERTICAL DATUM OF 1988 SCALE 1:24 000 1000 500 0 METERS 1000 2000 21KILOMETERS00.51 1 0.5 0 MILES 1 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 FEET Imagery<IMG_LEADER><IMG_CITATION>Roads<TRANS_LEADER> U.S. Census Bureau, 2015 - 2016Names<GNIS_LEADER>GNIS, 2016Hydrography<HYDRO_LEADER>National Hydrography Dataset, <HYDRO_DATE>Contours<HYPSO_LEADER><HYPSO_CITATION>Boundaries............Multiple sources; see metadata file 1972 - 2016<OPTIONAL_CITATIONS>Wetlands.........FWS National Wetlands Inventory 1977 - 2014 North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid: Universal Transverse Mercator, Zone 12T Produced by the United States Geological Survey 10 000-foot ticks: Montana Coordinate System of 1983 This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands. North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid: Universal Transverse Mercator, Zone 12T Produced by the United States Geological Survey 10 000-foot ticks: Montana Coordinate System of 1983 This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands. Imagery...........................................NAIP, November 2015Roads................................ U.S. Census Bureau, 2015 - 2016Roads within US Forest Service Lands.............FSTopo Data with limited Forest Service updates, 2012 - 2016Names...............................................................GNIS, 2016Hydrography....................National Hydrography Dataset, 2015Contours............................National Elevation Dataset, 2001Boundaries............Multiple sources; see metadata file 1972 - 2016Public Land Survey System..................................BLM, 2016Wetlands.........FWS National Wetlands Inventory 1977 - 2014 U.S. National Grid 100,000-m Square ID Grid Zone Designation VR 12T ^ Ù MN GN UTM GRID AND 2017 MAGNETIC NORTHDECLINATION AT CENTER OF SHEET 0° 3´1 MILS 11° 59´213 MILS *7643016375891*NSN.7643016375891NGA REF NO.USGSX24K69433