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BALE OF STRAW PLAN VIEW 2 x 2" x 3.5' STAKE
t 7 V iT P (TYP. OF 2 PER BALE) v
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FINISHED GROUND 1. STRAW BALE BARRIERS WILL BE INSTALLED, MAINTAINED AND REMOVED AS LIST D IN THE STANDARD Q
SPECIFICATIONS "II-5.8.2 BMP E3.15 STRAW BALE BARRIERS" IN APPENDIX K, E ROSION AND SEDIMENTATION
CONTROL BMP MANUAL
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2. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL. BE I CCOMPLISHED PROMPTLY. o
BOTTOM OF EXCAVATED PROJECT INFORMATION 3. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE ESC STRUCTURE IS I 0 LONGER REQUIRED O ~a
SECTION ~ o a" srRnw BALE TRENCH i PROJECT OWNER: HANSON INDUSTRIES SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
4. ALL TEMPORARY AND PERMANENT ESC PRACTICES SHALL BE MAINTAINED AND ZEPAIRED AS NEEDED
PERMIT APPLICANT: HANSON INDUSTRIES TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. -
SHEET
STRAW BALE BARRIER DETAIL PROJECT CONTACT: ROBERT J. BOYLE 5. ALL TEMPORARY ESC MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER F NAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMP'S ARE NO LONGER NEEDED. TRAF PED SEDIMENT SHALL
NOT TO SCALE ~ BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL 01'
BE PERMANENTLY STABILIZED.
PROJECT No: 98573