HomeMy WebLinkAboutR-419008NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
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I I A SEDIMENT POND SHALL BE USED WHERE THE CONTRII ORMAGE AREA IS a ACRES OR MORE
2 BESIDE AND INSTALLUSION SPECIFICATIONS
31 THE POND SHALL BE Q IVI DE D INTO TWO ROUGHLY EQUAL VOLUME TELLS By A PERMEABLE UVOER THAT RACE REDUCE TURBULENCE WHILE N COANG
MOVEMENT OF A ATER NEWS EN CELLS THE DWIDER SHALL BE AT LEAST THE HALF OF THE HI OF THERRIe ER WIRE- BACKED PT03 FOOT NIGH Lx
STRENGTH F PLAN FABRIC SUPPORTEDA . MAY BE USED AS A OrvmER ALTERNATVELY.ST O snow EAGER WRAPPED FORT FILTER
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2 2 1 F THE POND IS MORE I MIN 6 FEEL OEER A APPARENT MECHANISM MUST RE PH PREMED
2 � TO A D IN DETERMINING GERMAN T DEPTH CHEROOT INTERVALS SHALL BE ENGINES NTLY MARKED ON THE RISER
31 SOMMEN T SHELP HE RI � ROAM THE volo WHEN I r KURT HI I FLAT IN DEPTH
32 MY DAMAGES TO THE COND EMBANKMENTS OR SLOPES SHALL BE REPAURED
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CLEAR AND GRADE PERMIT RESUBMITTAL
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ASPHALT SAW CUT LINE AT ENTIRE
PERIMETER OF 1:1.5 SLOPE TO
WITHIN THREE FEET OF FOUNDATION THREE—FOOT ORANGE SNOW FENCE
OF STRUCTURE. OCCURS AROUND TO BE INSTALLED AT THE ENTIRE
ENTIRE A & B BUILDINGS PERIMETER OF ASPHALT SAWCUT
LINE AND ATTACHED TO FIVE—FOOT
METAL STAKES AT SIX—FOOT
ON —CENTER MAXIMUM. LP TIES TO
BE USED TO SECURE SNOW FENCE
TO METAL STAKES.
ALL EXISTING ASPHALT TO I ASPHALT VARIES IN THICKNESS. SLOPE TO
REMAIN OUTSIDE OF BUILDING BEGIN FOUR TO SIX INCHES BELOW TOP OF
FOOTPRINT FOR EROSION AND I ASPHALT AND TO BE COVERED WITH
SEDIMENT CONTROL I VTSOUEEN 1, SANDBAGS UNTIL BACKFIWNG
MEASURES. DEMOLITION AND OF STRUCTURE CAN BE ACHIEVED. SAND
REMOVAL OF ASPHALT TO I BAGS TO BE SECURED BY NYLON ROPE
OCCUR AT A LATER DATE. I AND STAKING AS NECESSARY TO PREVENT
OFFNSOUEEN FROM BEING MOVED DURING
WEATHER EVENTS. SLOPE TO BE
-- MAINTAINED THROUGHOUT CONSTRUCTION
- _ _ UNTIL SUCH TIME SLOPE IS REMOVED AND
REPLACED WITH BACKFILL TO STRUCTURE.
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