Laserfiche WebLink
Sl'ORMWATER SITE 1'LAN <br />MADISON COMMUNITY CHUKCf{ <br />MAY 26, 2006 <br />PAGE 7 <br />BMP E2.3Q SubsurPacc Drains: <br />Subsurface drains beyond thc standard footing drains for structures will not be used on <br />this site except as designed for structural retaining walls. <br />BMP E2.35, Surfacc Roughening: <br />All slopes greater than 3:1 require surface roughening. This may be accomplished by <br />`track walking' or Jriving a crawler tractor up and down thc slope, Ieaving a pattem of <br />cleat imprints parallr.l to slope contours. <br />BMP E2.4Q Gradicnt Terraces: <br />This BMP will not be used on this sitc. Runot�f will be interccptcd priorto flowing down <br />stecp slopes and other BMP's such as slope roughening will be used to protect die slope <br />from direct precipitatian. <br />SEDIMENT RETENTION BMP'S <br />BMP E3.10, Filtcr Fabric: <br />Filter fabric fencing will be uscd downstrcam of all construction where flow could leave <br />thc site. <br />BMl' E3.30, Stonn Drain Inlet Protection: <br />This BMP will be uscd to protect cxisting catchbasin inlets that are subject to storm flow <br />from portions of the construction site. As the storm system is installed, the new catch <br />basins will also be protected. A detail for catchbasin inscrts is included on the plans. <br />BMP E3.40, Temporary Sediment Pond: <br />The detention pond will be configured to scrve as a sediment pond during construction. <br />Sizing calculatians arc included on the construction drawings prepared for the site. <br />J'Oc.eriy vaM Commu--ry Cnnrcn � S�R 0<-0:8`D�a�naqe�55P Maa�son OOCDWHISrtfI <br />