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N/F LONE PINE, LLC MAP 28 LOT 12CA 15329/133N/F MARK E ...27541806... · smh 1210 rim = 138.24'...

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Page 1: N/F LONE PINE, LLC MAP 28 LOT 12CA 15329/133N/F MARK E ...27541806... · smh 1210 rim = 138.24' 4"x4" concrete monument found 12" above grade located top center (held) 6"x6" granite
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LONE PINE LANE
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LONE PINE LANE
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LOT 5
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LOT 6
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LOT 4
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LOT 3
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LOT 2
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LOT 1
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LOT 7
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LOT 8
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LOT 9
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LOT 10
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OPEN SPACE
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OPEN SPACE
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PLEASANT ST.
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N/F LONE PINE, LLC MAP 28 LOT 12CA 15329/133
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N/F MARK E. FISCHER AND TERESA FISCHER MAP 28 LOT 8D 22904/164
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N/F MARY H. AND PAUL A. STUART MAP 28 LOT 8C 9599/60
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N/F PETER E. MCNAUGHTON AND AMY E. BEARD MAP 28 LOT 5 34329/131
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N/F MARGARET C.B. LAWRENCE MAP 28 LOT 3 6749/221
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N/F STATE OF MAINE 3086/173
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N/F TAYMIL YARMOUTH LANDING, LLC MAP 25 LOT 21 32662/119
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N/F STATE OF MAINE 3086/173
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REVISED THROUGH 07-24-2019
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LOCATION MAP
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NTS
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%%UAPPLICANT:
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BOSTON POST ROAD DEVELOPMENT
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PLEASANT STREET/LONE PINE LANE
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YARMOUTH, MAINE
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YARMOUTH DEVELOPMENT COMPANY LLC
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304 WILLEY POINT ROAD
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OAKLAND, MAINE 04963
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SCALE: 1"=100'
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75 John Roberts Rd. Suite 4A South Portland, ME 04106 Tel. 207-200-2100
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WWW.SEBAGOTECHNICS.COM
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GRID
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ENGINEER/SURVEYOR/ LANDSCAPE ARCHITECT::
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RAND ROAD
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INTERSTATE I-295
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LAFAYETTE STREET
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PLEASANT STREET
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RIVERSIDE CEMETERY
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BAYWOOD LANE
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EVERGREEN DRIVE
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ROYAL RIVER
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SHEET INDEX
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SHEET NO.
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SHEET TITLE
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1
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COVER SHEET
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2
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EXISTING CONDITIONS PLAN
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3
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SUBDIVISION PLAN
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4
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SITE LAYOUT & UTILITY PLANS
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5
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PLAN AND PROFILE
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6
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EROSION CONTROL NOTES
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7
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E & S AND SITE DETAILS
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8
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UTILITY DETAILS
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9
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LANDSCAPE & DRAINAGE DETAILS
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10
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STORMWATER MANAGEMENT DETAILS
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1 OF 1
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CONCEPTUAL LOT LAYOUT PLAN
Page 2: N/F LONE PINE, LLC MAP 28 LOT 12CA 15329/133N/F MARK E ...27541806... · smh 1210 rim = 138.24' 4"x4" concrete monument found 12" above grade located top center (held) 6"x6" granite

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BENCHMARK FLANGE BOLT ON HYDRANT ELEVATION = 103.68'
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S
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SMH 1210 RIM = 138.24'
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4"X4" CONCRETE MONUMENT FOUND 12" ABOVE GRADE LOCATED TOP CENTER (HELD)
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6"X6" GRANITE MONUMENT FOUND 6" ABOVE GRADE WITH DRILL HOLE (HELD)
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5/8" IRON ROD FOUND 6" ABOVE GRADE LEANING LOCATED AT BASE OF 3-FOOT DIAMETER ROCK PILE
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6"X6" GRANITE MONUMENT FOUND 5" ABOVE GRADE WITH DRILL HOLE (HELD)
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6"X6" GRANITE MONUMENT FOUND 12" ABOVE GRADE WITH DRILL HOLE (HELD)
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5" X 5" CONCRETE MONUMENT FOUND 18" ABOVE GRADE LEANING LOCATED BASE (HELD FOR LINE)
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5/8" REBAR FOUND 12" ABOVE GRADE "ROYAL RIVER PLS 1154". (HELD)
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6"x6" GRANITE MONUMENT FOUND 2" ABOVE GRADE (HELD)
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5/8" REBAR FOUND 1" ABOVE GRADE "OWEN HASKELL INC 2520"
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4"x6" GRANITE MONUMENT FOUND 12" ABOVE GRADE
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5/8" REBAR FOUND 3" ABOVE GRADE "OWEN HASKELL PLS 509" (HELD)
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4"X6" GRANITE MONUMENT FOUND 4" ABOVE GRADE WITH DRILL HOLE (HELD)
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1-1/4" IRON PIPE FOUND AT GRADE (HELD)
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1" IRON PIPE FOUND 5" ABOVE GRADE (HELD)
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3/4 IRON ROD FOUND 18" ABOVE GRADE (NOT HELD)
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1" IRON PIPE FOUND 12" ABOVE GRADE
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1" IRON PIPE FOUND 6" ABOVE GRADE (HELD)
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1-1/4" IRON PIPE FOUND 18" ABOVE GRADE (HELD)
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1" IRON PIPE FOUND 24" ABOVE GRADE (NOT HELD)
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1" IRON PIPE FOUND 4 ABOVE GRADE (HELD)
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5/8" REBAR FOUND 6" ABOVE GRADE "ROYAL RIVER PLS ILLEGIBLE" (HELD)
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ROCK BRIDGE
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CENTERLINE OF WOODS TRAIL
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SMH 1317 RIM=101.75' INV.IN=94.95', 1" PVC INV.OUT=94.85', 10" PVC SHELF/SUMP=95.85'
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CB 1319 RIM=101.52' INV.IN=96.62', 4" PVC INV.IN=96.72', 4" PVC INV.OUT=96.32', 10" PVC SHELF/SUMP=95.02'
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N/F LONE PINE, LLC MAP 28 LOT 12CA 15329/133
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N/F MARK E. FISCHER AND TERESA FISCHER MAP 28 LOT 8D 22904/164
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N/F MARY H. AND PAUL A. STUART MAP 28 LOT 8C 9599/60
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N/F PETER E. MCNAUGHTON AND AMY E. BEARD MAP 28 LOT 5 34329/131
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INTERSTATE 295 PER PLAN REFERENCE 6D
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BEAUTIFICATION EASEMENT PER PLAN REFERENCE 6D
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LONE PINE LANE PER PLAN REFERENCE 6C
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N/F TAYMIL YARMOUTH LANDING, LLC MAP 25 LOT 21 32662/119
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N/F MARGARET C.B. LAWRENCE MAP 28 LOT 3 6749/221
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N/F STATE OF MAINE 3086/173
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D
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MB
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S
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S
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SMH 1249
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5/8" REBAR FOUND 2" BELOW GRADE "OWEN HASKELL PLS 509" (HELD)
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1-1/4" IRON PIPE FOUND 3" BELOW GRADE
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SHED
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4"x6" GRANITE MONUMENT FOUND 8" ABOVE GRADE (HELD)
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4 X 4 FOOT STONE PILE
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CENTERLINE OF FIELD ROAD
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1' WIDE CONCRETE AT GRADE
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12 HDPE BROKEN
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BRUSH AREA
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173.66'
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S 79°56'21" W
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1087.19'
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204.79'
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S 58°19'30" W
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496.84'
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S 58°25'21" W
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220.59'
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S 58°25'21" W
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N 31°37'44" E
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794.93'
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S 39°40'14" E
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231.27'
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N 57°12'41" E
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385.03'
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N 55°32'33" E
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707.87'
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S 30°03'28" E
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97.55'
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N 68°56'00" E
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360.11'
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N 82°04'40" E
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145.27'
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259.30'
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S 07°35'19" W
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S 68°16'47" W
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[255' SEE NOTE 11]
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BENCHMARK HYDRANT FLANGE BOLT SOUTHEASTERLY SIDE ELEVATION = 99.66'
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CB 1245 RIM=90.62' INV.IN=86.22', 12" CMP INV.OUT=86.12', 12" CMP SHELF/SUMP=84.42'
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CB 1247 RIM=90.41
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SMH 1249 RIM=90.41' INV.IN=85.11', 8" VIT CLAY INV.OUT=84.81', 8" VIT CLAY SHELF/SUMP=85.31'
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SMH 1251 RIM=95.26' INV.IN=90.56', 8" VIT CLAY INV.OUT=90.57', 8" VIT CLAY SHELF/SUMP=90.96'
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CB 1215 RIM=95.61' INV.OUT=91.91', 12" CMP SHELF/SUMP=89.71'
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SMALL YARD DRAIN
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PLEASANT STREET (VARIABLE WIDTH RIGHT-OF-WAY) PER VOLUME 3 PAGE 250
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GOODING'S END FORMERLY PLEASANT STREET EXTENSION
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D
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MB
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12 HDPE BROKEN
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GRID
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SEE DETAIL A
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PROPERTY LINE/R.O.W.
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LEGEND
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ABUTTER LINE/R.O.W.
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DEED LINE/R.O.W.
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EXISTING
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SETBACK
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EASEMENT
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CENTERLINE
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MONUMENT
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IRON PIPE/ROD
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DEED CALL
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C1/L1
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BENCHMARK DESCRIPTION WITH ELEVATION
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BENCHMARK
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BUILDING
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DECK/STEPS/
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OVERHANG
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WETLANDS
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EDGE WETLAND
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STREAM
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EDGE PAVEMENT
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EDGE CONCRETE
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PAVEMENT PAINT
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EDGE GRAVEL
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CURB LINE
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TREELINE
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SPOT GRADE
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120.00
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CHAIN LINK FENCE
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CONTOURS
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120
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118
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STONE WALL
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LEGEND CONTINUED
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EXISTING
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WATER GATE VALVE
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WATER SHUT OFF
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HYDRANT
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WV
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SANITARY SEWER
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SANITARY MANHOLE
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STORM DRAIN
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DRAINAGE MANHOLE
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CATCH BASIN
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D
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OVERHEAD UTILITY
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ELECTRIC METER
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EM
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UTILITY POLE
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GUY WIRE
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DECIDUOUS TREE (10-INCHES PLUS CALIPER)
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CONIFEROUS TREE (10-INCHES PLUS CALIPER)
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BOLLARD
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RETAINING WALL
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DETAIL A
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LOCATION MAP
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N.T.S.
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SURVEYOR'S STATEMENT THIS SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, IT WAS DONE IN ACCORDANCE WITH CHAPTER 90, PART 1 (PROFESSIONAL STANDARDS OF PRACTICE) AND PART 2 (TECHNICAL STANDARDS OF PRACTICE) OF THE MAINE BOARD OF LICENSURE FOR PROFESSIONAL LAND SURVEYORS. ANDREW J. STROUT, PLS 2534 DATE
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GENERAL NOTES: 1. THE RECORD OWNER OF THE PARCEL IS YARMOUTH DEVELOPMENT COMPANY, LLC. BY THE RECORD OWNER OF THE PARCEL IS YARMOUTH DEVELOPMENT COMPANY, LLC. BY DEED DATED MAY 13, 2019 AND RECORDED AT THE CUMBERLAND COUNTY REGISTRY OF DEEDS (CCRD) IN BOOK 35643, PAGE 157. 2. THE PROPERTY IS SHOWN AS LOT 4 ON THE TOWN OF YARMOUTH TAX MAP 28 AND IS THE PROPERTY IS SHOWN AS LOT 4 ON THE TOWN OF YARMOUTH TAX MAP 28 AND IS LOCATED IN THE MEDIUM DENSITY RESIDENTIAL DISTRICT. 3. SPACE AND BULK CRITERIA FOR THE MEDIUM DENSITY RESIDENTIAL DISTRICT ARE AS SPACE AND BULK CRITERIA FOR THE MEDIUM DENSITY RESIDENTIAL DISTRICT ARE AS FOLLOWS: MINIMUM LOT SIZE: 1 ACRE 1 ACRE MINIMUM FRONT YARD: 15 FEET 15 FEET MINIMUM SIDE YARD: 10 FEET 10 FEET MINIMUM REAR YARD: 15 FEET 15 FEET * SEE ORDINANCE FOR MORE PARTICULAR INFORMATION. 4. TOTAL AREA OF PARCEL IS APPROXIMATELY 10.90 ACRES. TOTAL AREA OF PARCEL IS APPROXIMATELY 10.90 ACRES. 5. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED UPON FIELD BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED UPON FIELD WORK PERFORMED BY SEBAGO TECHNICS, INC. IN MAY, 2019. 6. PLAN REFERENCES: PLAN REFERENCES: A. "FIFTH AMENDED CONDOMINIUM PLAT OF POND MEADOW CONDOMINIUM, LONE PINE "FIFTH AMENDED CONDOMINIUM PLAT OF POND MEADOW CONDOMINIUM, LONE PINE LANE, YARMOUTH, MAINE FOR LONE PINE LLC, 1 PERCY HAWKINS ROAD, WINDHAM, MAINE 04062", DATED DECEMBER 2, 2003 BY SEBAGO TECHNICS, INC. LAST REVISED MAY 27, 2012. RECORDED IN THE CCRD IN PLAN BOOK 215, PAGE 411. B. "ALTA/ACSM LAND TITLE SURVEY ON BAYWOOD LANE, YARMOUTH, CUMBERLAND "ALTA/ACSM LAND TITLE SURVEY ON BAYWOOD LANE, YARMOUTH, CUMBERLAND COUNTY, MAINE MADE FOR TAYMIL PARTNERS, LLC 1101 WORCESTER ROAD, FRAMINGHAM, MA 01701" DATED OCTOBER 5, 2015 BY OWEN HASKELL, INC. AND RECORDED IN THE CCRD IN PLAN BOOK 212, PAGE 181. C. "BLUE SPRUCE ESTATES IN YARMOUTH, MAINE" DATED SEPTEMBER 1981 BY SURVEY "BLUE SPRUCE ESTATES IN YARMOUTH, MAINE" DATED SEPTEMBER 1981 BY SURVEY INC., AND RECORDED IN THE CCRD IN PLAN BOOK 135, PAGE 19. D. "MAINE STATE HIGHWAY COMMISSION RIGHT OF WAY MAP FOR STATE HIGHWAY "95" "MAINE STATE HIGHWAY COMMISSION RIGHT OF WAY MAP FOR STATE HIGHWAY "95" IN YARMOUTH, CUMBERLAND COUNTY, FEDERAL AID PROJECT NUMBER L.S.I-95-4(1)" DATED DECEMBER 1967 SHEET NUMBER 9 OF 10 AND RECORDED IN THE CCRD IN PLAN BOOK 88, PAGE 36. E. "MAINE STATE HIGHWAY COMMISSION RIGHT OF WAY MAP FOR STATE HIGHWAY "95" "MAINE STATE HIGHWAY COMMISSION RIGHT OF WAY MAP FOR STATE HIGHWAY "95" IN YARMOUTH, CUMBERLAND COUNTY, FEDERAL AID PROJECT NUMBER I-95-4(9) I-95-4(6)" DATED DECEMBER 1957 SHEET NUMBER 18 OF 26 AND RECORDED IN THE CCRD IN PLAN BOOK 59, PAGE 58. F. "STANDARD BOUNDARY SURVEY ON PLEASANT ST. EXTENSION, YARMOUTH, ME MADE "STANDARD BOUNDARY SURVEY ON PLEASANT ST. EXTENSION, YARMOUTH, ME MADE FOR GEORGE W. LAWRENCE, 79 PLEASANT ST. EXTENSION, YARMOUTH, ME" DATED JANUARY 23, 1992 BY OWEN HASKELL INC. AND RECORDED IN THE CCRD IN BOOK 27458, PAGE 7. 7. PLAN ORIENTATION IS GRID NORTH, MAINE STATE PLANE COORDINATE SYSTEM, WEST PLAN ORIENTATION IS GRID NORTH, MAINE STATE PLANE COORDINATE SYSTEM, WEST ZONE 1802-NAD83, ELEVATIONS DEPICTED HEREON ARE NAVD88, BASED ON DUAL FREQUENCY GPS OBSERVATIONS. 8. UTILITY INFORMATION DEPICTED HEREON, UNLESS OTHERWISE NOTED, IS OF QUALITY UTILITY INFORMATION DEPICTED HEREON, UNLESS OTHERWISE NOTED, IS OF QUALITY IS OF QUALITY LEVEL D PER AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD CI/ASCE 38-02. UTILITIES DEPICTED HEREON MAY NOT NECESSARILY REPRESENT ALL EXISTING UTILITIES DEPICTED HEREON MAY NOT NECESSARILY REPRESENT ALL EXISTING UTILITIES. CONTRACTORS AND/OR DESIGNERS NEED TO CONTACT DIG-SAFE SYSTEMS, CONTRACTORS AND/OR DESIGNERS NEED TO CONTACT DIG-SAFE SYSTEMS, INC. (1-888-DIG-SAFE) AND FIELD VERIFY EXISTING UTILITIES WITHIN THE PROJECT AREA PRIOR TO CONSTRUCTION AND/OR EXCAVATION. 9. THE LOCUS PROPERTY AS DEPICTED HEREON DOES NOT FALL WITHIN A SPECIAL FLOOD THE LOCUS PROPERTY AS DEPICTED HEREON DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD AREA AS DELINEATED ON THE FLOOD INSURANCE RATE MAP FOR YARMOUTH, MAINE, CUMBERLAND COUNTY, COMMUNITY-PANEL NUMBER 230055 006 B, HAVING AN EFFECTIVE DATE OF NOVEMBER 15, 1984. THE LOCUS FALLS WITHIN AN AREA IDENTIFIED AS ZONE C, AREAS OF MINIMAL FLOODING. 10. A WETLAND DELINEATION WAS PERFORMED ON THIS PROJECT SITE IN APRIL 2019 BY GARY M. FULLERTON, CERTIFIED SOIL SCIENTIST OF SEBAGO TECHNICS, INC. THIS DELINEATION CONFORMS TO THE STANDARDS AND METHODS OUTLINED IN THE 1987 WETLANDS DELINEATION MANUAL AND NORTHEAST REGIONAL SUPPLEMENT AUTHORED AND PUBLISHED BY THE U.S. ARMY CORPS OF ENGINEERS. WETLAND FLAGS WITHIN PROPOSED DEVELOPMENT AREAS WERE LOCATED BY GROUND SURVEY. WETLAND FLAGS OUTSIDE OF PROPOSED DEVELOPMENT AREA WERE LOCATED USING GLOBAL POSITIONING SYSTEMS (GPS) TECHNOLOGY CAPABLE OF DECIMETER ACCURACY. A VERNAL POOL SURVEY WAS PERFORMED DURING APRIL 2019 BY GARY M. FULLERTON, A VERNAL POOL SURVEY WAS PERFORMED DURING APRIL 2019 BY GARY M. FULLERTON, SEBAGO TECHNICS, INC. THIS SURVEY CONFORMS TO THE STANDARDS AND METHODS OUTLINED IN CHAPTER 335, SECTION 9 OF THE NATURAL RESOURCE PROTECTION ACT, MAINE DEPARTMENT OF ENVIRONMENTAL PROTECTION. 11. PER DEED BOOK 1131, PAGE 487 AS RECORDED IN THE CCRD, THIS COURSE WAS DESCRIBED AS 255 FEET AND NOT THE 225 FEET AS PER SCRIVENER'S ERROR IN DEED BOOK 1649, PAGE 312.
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RAND ROAD
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INTERSTATE I-295
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LAFAYETTE STREET
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PLEASANT STREET
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RIVERSIDE CEMETERY
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BAYWOOD LANE
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EVERGREEN DRIVE
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ROYAL RIVER
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A
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AJS
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06-05-19
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ISSUED FOR CLIENT REVIEW
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DRAWN
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CHECKED
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PROJECT NO.
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SCALE
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SHEET
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OF
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THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION FROM SEBAGO TECHNICS, INC. ANY ALTERATIONS, AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO SEBAGO TECHNICS. INC.
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REV:
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BY:
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DATE:
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STATUS:
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75 John Roberts Rd. Suite 4A South Portland, ME 04106 Tel. 207-200-2100
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WWW.SEBAGOTECHNICS.COM
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1" = 100'
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AJS
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TSL/CDM
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ANDREW J. STROUT, PLS 2534
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SIGN
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MAILBOX
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EXISTING CONDITIONS PLAN
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BOSTON POST ROAD DEVELOPMENT
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PLEASANT STREET/LONE PINE LANE
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19102
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YARMOUTH, MAINE
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YARMOUTH DEVELOPMENT COMPANY LLC
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304 WILLEY POINT ROAD
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OAKLAND, MAINE 04963
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2
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10
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FOR:
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OF:
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B
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RLM
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06-19-19
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PRELIMINARY SUBDIVISION APPLICATION
astrout
Stamp with sign
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Signature
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6/19/2019
Page 3: N/F LONE PINE, LLC MAP 28 LOT 12CA 15329/133N/F MARK E ...27541806... · smh 1210 rim = 138.24' 4"x4" concrete monument found 12" above grade located top center (held) 6"x6" granite

 

   

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PLEASANT STREET
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N/F LONE PINE, LLC MAP 28 LOT 12CA 15329/133
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N/F MARK E. FISCHER AND TERESA FISCHER MAP 28 LOT 8D 22904/164
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N/F MARY H. AND PAUL A. STUART MAP 28 LOT 8C 9599/60
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N/F PETER E. MCNAUGHTON AND AMY E. BEARD MAP 28 LOT 5 34329/131
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N/F TAYMIL YARMOUTH LANDING, LLC MAP 25 LOT 21 32662/119
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N/F MARGARET C.B. LAWRENCE MAP 28 LOT 3 6749/221
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N/F TAYMIL YARMOUTH LANDING, LLC MAP 25 LOT 21 32662/119
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4"X4" CONCRETE MONUMENT FOUND 12" ABOVE GRADE LOCATED TOP CENTER (HELD)
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5/8" REBAR FOUND 3" ABOVE GRADE "OWEN HASKELL PLS 509" (HELD)
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1-1/4" IRON PIPE FOUND AT GRADE (HELD)
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1" IRON PIPE FOUND 5" ABOVE GRADE (HELD)
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3/4 IRON ROD FOUND 18" ABOVE GRADE (NOT HELD)
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1" IRON PIPE FOUND 12" ABOVE GRADE
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1" IRON PIPE FOUND 6" ABOVE GRADE (HELD)
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1-1/4" IRON PIPE FOUND 18" ABOVE GRADE (HELD)
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1" IRON PIPE FOUND 24" ABOVE GRADE (NOT HELD)
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1" IRON PIPE FOUND 4 ABOVE GRADE (HELD)
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4"x6" GRANITE MONUMENT FOUND 8" ABOVE GRADE (HELD)
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ROAD CENTERLINE
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LONE PINE LANE
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LONE PINE LANE
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N/F STATE OF MAINE 3086/173
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N/F LONE PINE, LLC MAP 28 LOT 12CA 15329/133
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INTERSTATE 295
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N/F TAYMIL YARMOUTH LANDING, LLC MAP 25 LOT 21 32662/119
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N/F STATE OF MAINE 3086/173
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6"X6" GRANITE MONUMENT FOUND 6" ABOVE GRADE WITH DRILL HOLE (HELD)
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5/8" REBAR FOUND 12" ABOVE GRADE "ROYAL RIVER PLS 1154" (HELD)
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4"X6" GRANITE MONUMENT FOUND 4" ABOVE GRADE WITH DRILL HOLE (HELD)
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5/8" REBAR FOUND 6" ABOVE GRADE "ROYAL RIVER PLS ILLEGIBLE" (HELD)
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SUBDIVISION PLAN
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BOSTON POST ROAD DEVELOPMENT
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PLEASANT STREET/LONE PINE LANE
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19102
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YARMOUTH, MAINE
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YARMOUTH DEVELOPMENT COMPANY LLC
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304 WILLEY POINT ROAD
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OAKLAND, MAINE 04963
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3
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1"=50'
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FOR:
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OF:
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CAC
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A
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07-24-19
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PRELIMINARY SUBDIVISION APPLICATION
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RICHARD L. MEEK, PE 10668
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DESIGNED
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PROJECT NO.
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THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION FROM SEBAGO TECHNICS, INC. ANY ALTERATIONS, AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO SEBAGO TECHNICS. INC.
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75 John Roberts Rd. Suite 4A South Portland, ME 04106 Tel. 207-200-2100
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WWW.SEBAGOTECHNICS.COM
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GRID
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MATCHLINE BELOW
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MATCHLINE ABOVE
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LOCATION MAP
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N.T.S.
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N
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7. PLAN ORIENTATION IS GRID NORTH, MAINE STATE PLANE COORDINATE SYSTEM, WEST PLAN ORIENTATION IS GRID NORTH, MAINE STATE PLANE COORDINATE SYSTEM, WEST ZONE 1802-NAD83, ELEVATIONS DEPICTED HEREON ARE NAVD88, BASED ON DUAL FREQUENCY GPS OBSERVATIONS. 8. UTILITY INFORMATION DEPICTED HEREON, UNLESS OTHERWISE NOTED, IS OF QUALITY UTILITY INFORMATION DEPICTED HEREON, UNLESS OTHERWISE NOTED, IS OF QUALITY IS OF QUALITY LEVEL D PER AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD CI/ASCE 38-02. UTILITIES DEPICTED HEREON MAY NOT NECESSARILY REPRESENT ALL EXISTING UTILITIES. CONTRACTORS AND/OR DESIGNERS NEED TO CONTACT DIG-SAFE SYSTEMS, INC. (1-888-DIG-SAFE) AND FIELD VERIFY EXISTING UTILITIES WITHIN THE PROJECT AREA PRIOR TO CONSTRUCTION AND/OR EXCAVATION. 9. THE LOCUS PROPERTY AS DEPICTED HEREON DOES NOT FALL WITHIN A SPECIAL FLOOD THE LOCUS PROPERTY AS DEPICTED HEREON DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD AREA AS DELINEATED ON THE FLOOD INSURANCE RATE MAP FOR YARMOUTH, MAINE, CUMBERLAND COUNTY, COMMUNITY-PANEL NUMBER 230055 006 B, HAVING AN EFFECTIVE DATE OF NOVEMBER 15, 1984. THE LOCUS FALLS WITHIN AN AREA IDENTIFIED AS ZONE C, AREAS OF MINIMAL FLOODING. 10. A WETLAND DELINEATION WAS PERFORMED ON THIS PROJECT SITE IN APRIL 2019 BY GARY M. FULLERTON, CERTIFIED SOIL SCIENTIST OF SEBAGO TECHNICS, INC. THIS DELINEATION CONFORMS TO THE STANDARDS AND METHODS OUTLINED IN THE 1987 WETLANDS DELINEATION MANUAL AND NORTHEAST REGIONAL SUPPLEMENT AUTHORED AND PUBLISHED BY THE U.S. ARMY CORPS OF ENGINEERS. WETLAND FLAGS WITHIN PROPOSED DEVELOPMENT AREAS WERE LOCATED BY GROUND SURVEY. WETLAND FLAGS OUTSIDE OF PROPOSED DEVELOPMENT AREA WERE LOCATED USING GLOBAL POSITIONING SYSTEMS (GPS) TECHNOLOGY CAPABLE OF DECIMETER ACCURACY. A VERNAL POOL SURVEY WAS PERFORMED DURING APRIL 2019 BY GARY M. FULLERTON, A VERNAL POOL SURVEY WAS PERFORMED DURING APRIL 2019 BY GARY M. FULLERTON, SEBAGO TECHNICS, INC. THIS SURVEY CONFORMS TO THE STANDARDS AND METHODS OUTLINED IN CHAPTER 335, SECTION 9 OF THE NATURAL RESOURCE PROTECTION ACT, MAINE DEPARTMENT OF ENVIRONMENTAL PROTECTION. 11. PER DEED BOOK 1131, PAGE 487 AS RECORDED IN THE CCRD, THIS COURSE WAS DESCRIBED AS 255 FEET AND NOT THE 225 FEET AS PER SCRIVENER'S ERROR IN DEED BOOK 1649, PAGE 312.
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RAND ROAD
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INTERSTATE I-295
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LAFAYETTE STREET
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PLEASANT STREET
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RIVERSIDE CEMETERY
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BAYWOOD LANE
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EVERGREEN DRIVE
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ROYAL RIVER
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%%uPLANNING BOARD
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%%UTOWN OF YARMOUTH
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%%UAPPROVAL-
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STATE OF MAINE
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_____________ COUNTY SS REGISTRY OF DEEDS
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RECEIVED _______________, 20____
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AT ___h _____m _____M. AND RECORDED IN
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PLAN BOOK ____________ PAGE ____________
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ATTEST _________________________ REGISTRAR
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1. THE RECORD OWNER OF THE PARCEL IS YARMOUTH DEVELOPMENT COMPANY, LLC. BY THE RECORD OWNER OF THE PARCEL IS YARMOUTH DEVELOPMENT COMPANY, LLC. BY DEED DATED MAY 13, 2019 AND RECORDED AT THE CUMBERLAND COUNTY REGISTRY OF DEEDS (CCRD) IN BOOK 35643, PAGE 157. 2. THE PROPERTY IS SHOWN AS LOT 4 ON THE TOWN OF YARMOUTH TAX MAP 28 AND IS THE PROPERTY IS SHOWN AS LOT 4 ON THE TOWN OF YARMOUTH TAX MAP 28 AND IS LOCATED IN THE MEDIUM DENSITY RESIDENTIAL DISTRICT. 3. SPACE AND BULK CRITERIA FOR THE MEDIUM DENSITY RESIDENTIAL DISTRICT ARE AS SPACE AND BULK CRITERIA FOR THE MEDIUM DENSITY RESIDENTIAL DISTRICT ARE AS FOLLOWS: MINIMUM LOT SIZE: 1 ACRE 1 ACRE MINIMUM FRONT YARD: 15 FEET 15 FEET MINIMUM SIDE YARD: 10 FEET 10 FEET MINIMUM REAR YARD: 15 FEET 15 FEET * SEE ORDINANCE FOR MORE PARTICULAR INFORMATION. 4. TOTAL AREA OF PARCEL IS APPROXIMATELY 10.90 ACRES. TOTAL AREA OF PARCEL IS APPROXIMATELY 10.90 ACRES. 5. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED UPON FIELD WORK BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED UPON FIELD WORK PERFORMED BY SEBAGO TECHNICS, INC. IN MAY, 2019. 6. PLAN REFERENCES: PLAN REFERENCES: A. "FIFTH AMENDED CONDOMINIUM PLAT OF POND MEADOW CONDOMINIUM, LONE PINE "FIFTH AMENDED CONDOMINIUM PLAT OF POND MEADOW CONDOMINIUM, LONE PINE LANE, YARMOUTH, MAINE FOR LONE PINE LLC, 1 PERCY HAWKINS ROAD, WINDHAM, MAINE 04062", DATED DECEMBER 2, 2003 BY SEBAGO TECHNICS, INC. LAST REVISED MAY 27, 2012. RECORDED IN THE CCRD IN PLAN BOOK 215, PAGE 411. B. "ALTA/ACSM LAND TITLE SURVEY ON BAYWOOD LANE, YARMOUTH, CUMBERLAND "ALTA/ACSM LAND TITLE SURVEY ON BAYWOOD LANE, YARMOUTH, CUMBERLAND COUNTY, MAINE MADE FOR TAYMIL PARTNERS, LLC 1101 WORCESTER ROAD, FRAMINGHAM, MA 01701" DATED OCTOBER 5, 2015 BY OWEN HASKELL, INC. AND RECORDED IN THE CCRD IN PLAN BOOK 212, PAGE 181. C. "BLUE SPRUCE ESTATES IN YARMOUTH, MAINE" DATED SEPTEMBER 1981 BY SURVEY "BLUE SPRUCE ESTATES IN YARMOUTH, MAINE" DATED SEPTEMBER 1981 BY SURVEY INC., AND RECORDED IN THE CCRD IN PLAN BOOK 135, PAGE 19. D. "MAINE STATE HIGHWAY COMMISSION RIGHT OF WAY MAP FOR STATE HIGHWAY "95" IN "MAINE STATE HIGHWAY COMMISSION RIGHT OF WAY MAP FOR STATE HIGHWAY "95" IN YARMOUTH, CUMBERLAND COUNTY, FEDERAL AID PROJECT NUMBER L.S.I-95-4(1)" DATED DECEMBER 1967 SHEET NUMBER 9 OF 10 AND RECORDED IN THE CCRD IN PLAN BOOK 88, PAGE 36. E. "MAINE STATE HIGHWAY COMMISSION RIGHT OF WAY MAP FOR STATE HIGHWAY "95" IN "MAINE STATE HIGHWAY COMMISSION RIGHT OF WAY MAP FOR STATE HIGHWAY "95" IN YARMOUTH, CUMBERLAND COUNTY, FEDERAL AID PROJECT NUMBER I-95-4(9) I-95-4(6)" DATED DECEMBER 1957 SHEET NUMBER 18 OF 26 AND RECORDED IN THE CCRD IN PLAN BOOK 59, PAGE 58. F. "STANDARD BOUNDARY SURVEY ON PLEASANT ST. EXTENSION, YARMOUTH, ME MADE "STANDARD BOUNDARY SURVEY ON PLEASANT ST. EXTENSION, YARMOUTH, ME MADE FOR GEORGE W. LAWRENCE, 79 PLEASANT ST. EXTENSION, YARMOUTH, ME" DATED JANUARY 23, 1992 BY OWEN HASKELL INC. AND RECORDED IN THE CCRD IN BOOK 27458, PAGE 7.
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GENERAL NOTES
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RLM/AJS
Page 4: N/F LONE PINE, LLC MAP 28 LOT 12CA 15329/133N/F MARK E ...27541806... · smh 1210 rim = 138.24' 4"x4" concrete monument found 12" above grade located top center (held) 6"x6" granite

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PROPOSED SLIPFORM CONCRETE CURB, TYP
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TRANSITION FROM EXISTING BITUMINOUS CURB TO PROPOSED SLIPFORM CONCRETE CURB
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PROPOSED VERTICAL GRANITE CURB ALONG RADIUS, TYP. BOTH SIDE
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PROPOSED STOP SIGN
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PLANT SCHEDULE AND LANDSCAPE DETAILS SHOWN ON DETAIL SHEET (TYP)
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PROPOSED STOP SIGN
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SMH 1317 RIM=101.75' INV.IN=94.95', 1" PVC INV.OUT=94.85', 10" PVC SHELF/SUMP=95.85'
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CB 1319 RIM=101.52' INV.IN=96.62', 4" PVC INV.IN=96.72', 4" PVC INV.OUT=96.32', 10" PVC SHELF/SUMP=95.02'
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CB 1247 RIM=90.41
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SMH 1249 RIM=90.41' INV.IN=85.11', 8" VIT CLAY INV.OUT=84.81', 8" VIT CLAY SHELF/SUMP=85.31'
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SMH 1251 RIM=95.26' INV.IN=90.56', 8" VIT CLAY INV.OUT=90.57', 8" VIT CLAY SHELF/SUMP=90.96'
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CB 1215 RIM=95.61' INV.OUT=91.91', 12" CMP SHELF/SUMP=89.71'
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LOCATE AND CONNECT TO EXISTING WATER MAIN
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LOCATE AND CONNECT TO EXISTING WATER MAIN
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PROPOSED GAS MAIN. SIZE AND LOCATION TO BE COORDINATED WITH UTILITY PROVIDER
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CAP GAS SERVICE FOR FUTURE CONNECTION (TYP)
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PROPOSED CONNECTION TO EXISTING SANITARY MANHOLE. SEE SHEET 5 FOR INVERT INFORMATION
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REMOVE EXISTING BRICK SANITARY MANHOLE AND REPLACE WITH PRECAST CONCRETE SEWER MANHOLE (SEE DETAIL)
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ESTABLISH NEW SERVICE CONNECTION AT EXISTING UTILITY POLE. COORDINATE WITH TOWN AND UTILITY OWNER
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PROPOSED DRAIN CONNECTION TO EXISTING SYSTEM. REMOVE AND REPLACE EXISTING CATCH BASIN.
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REMOVE AND REPLACE EXISTING DRAIN LINE TO NEAREST DOWNSTREAM STRUCTURE
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SITE LAYOUT & UTILITY PLANS
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BOSTON POST ROAD DEVELOPMENT
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PLEASANT STREET/LONE PINE LANE
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19102
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YARMOUTH, MAINE
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YARMOUTH DEVELOPMENT COMPANY LLC
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304 WILLEY POINT ROAD
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OAKLAND, MAINE 04963
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TREELINE
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PRELIMINARY SUBDIVISION APPLICATION
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RICHARD L. MEEK, PE 10668
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THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION FROM SEBAGO TECHNICS, INC. ANY ALTERATIONS, AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO SEBAGO TECHNICS. INC.
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75 John Roberts Rd. Suite 4A South Portland, ME 04106 Tel. 207-200-2100
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NOTES: : 1. SEE SHEET 5 FOR MORE UTILITY SEE SHEET 5 FOR MORE UTILITY INFORMATION AND INVERTS/ELEVATIONS. 2. ALL FOUNDATION DRAIN CONNECTIONS TO ALL FOUNDATION DRAIN CONNECTIONS TO PROPOSED STORMDRAIN SYSTEM SHALL HAVE BACKFLOW PREVENTORS.
Page 5: N/F LONE PINE, LLC MAP 28 LOT 12CA 15329/133N/F MARK E ...27541806... · smh 1210 rim = 138.24' 4"x4" concrete monument found 12" above grade located top center (held) 6"x6" granite

DATUM ELEV.85.00

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107.0

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SMH 1251 RIM=95.26' INV.IN=90.56', 8" VIT CLAY INV.OUT=90.57', 8" VIT CLAY SHELF/SUMP=90.96'
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CB 1215 RIM=95.61' INV.OUT=91.91', 12" CMP SHELF/SUMP=89.71'
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LOT 1
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LOT 2
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LOT 3
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LOT 4
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LOT 5
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LOT 7
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LOT 8
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LOT 9
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LOT 10
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PLEASANT ST
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REMOVE EXISTING BRICK MANHOLE AND REPLACE WITH NEW PRECAST CONCRETE SEWER MANHOLE (SEE DETAIL)
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REMOVE AND REPLACE EXISTING DRAIN LINE TO NEAREST DOWNSTREAM STRUCTURE
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DETENTION BASIN 1
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DETENTION BASIN 2
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LONE PINE LANE
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TRANSFORMER 1: SERVING LOTS 3-8
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TRANSFORMER 2: SERVING LOTS 1,2,9,10
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SDO-2 BOT: 97.01 SS-5 TOP: 96.26 VERT SEP: 0.75
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SD-2B BOT: 99.17 SS-6 TOP: 96.94 VERT SEP: 2.23
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SD-7B BOT: 107.95 SS-9 TOP: 106.67 VERT SEP: 1.28
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SD-5A BOT: 101.24 SS-3 TOP: 100.11 VERT SEP: 1.13
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SD-3A BOT: 93.34 SS-3 TOP: 92.26 VERT SEP: 1.08
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5.50' COVER
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5.50' COVER
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2" BLOW-OFF VALVE
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8" W
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PLAN AND PROFILE
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BOSTON POST ROAD DEVELOPMENT
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PLEASANT STREET/LONE PINE LANE
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19102
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YARMOUTH, MAINE
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YARMOUTH DEVELOPMENT COMPANY LLC
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304 WILLEY POINT ROAD
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OAKLAND, MAINE 04963
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5
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10
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1" = 30'
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FOR:
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OF:
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PLAN VIEW: LONE PINE LANE EXT. SCALE: 1"=30'
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PROFILE: LONE PINE LANE EXT. SCALE: 1"=30' HORIZ. 1"=3' VERT.
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CAC
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RLM
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RLM
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07-24-19
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PRELIMINARY SUBDIVISION APPLICATION
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RICHARD L. MEEK, PE 10668
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DESIGNED
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CHECKED
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PROJECT NO.
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SCALE
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SHEET
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OF
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THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION FROM SEBAGO TECHNICS, INC. ANY ALTERATIONS, AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO SEBAGO TECHNICS. INC.
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REV:
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BY:
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STATUS:
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75 John Roberts Rd. Suite 4A South Portland, ME 04106 Tel. 207-200-2100
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WWW.SEBAGOTECHNICS.COM
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No. 10668
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PROPERTY LINE/R.O.W.
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LEGEND
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SETBACK
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MONUMENT
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IRON PIPE/ROD
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BUILDING
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EDGE PAVEMENT
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EDGE GRAVEL
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CURB LINE
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CONTOURS
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120
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120
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SPOT GRADE
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120.00
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120.00
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PAVEMENT SAWCUT
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WATER
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WATER GATE VALVE
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WATER SHUT OFF
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HYDRANT
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SANITARY SEWER
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SANITARY MANHOLE
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STORM DRAIN
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DRAINAGE MANHOLE
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CATCH BASIN
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EXISTING
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PROPOSED
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UNDERGROUND UTILITY
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UGU
Page 6: N/F LONE PINE, LLC MAP 28 LOT 12CA 15329/133N/F MARK E ...27541806... · smh 1210 rim = 138.24' 4"x4" concrete monument found 12" above grade located top center (held) 6"x6" granite

“ ”

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%%UEROSION CONTROL MEASURES
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PRE-CONSTRUCTION PHASE PRIOR TO THE BEGINNING OF ANY CONSTRUCTION, SEDIMENT BARRIERS (SILT FENCE) WILL BE STAKED/INSTALLED ACROSS THE SLOPE(S), ON THE CONTOUR AT OR JUST BELOW THE LIMITS OF CLEARING OR GRUBBING, AND/OR JUST ABOVE ANY ADJACENT PROPERTY LINE OR WATERCOURSE TO PROTECT AGAINST CONSTRUCTION RELATED EROSION. THE PLACEMENT OF SEDIMENT BARRIERS SHALL BE COMPLETED IN ACCORDANCE WITH GUIDELINES ESTABLISHED IN BEST MANAGEMENT PRACTICES AND IN ACCORDANCE WITH THIS EROSION CONTROL PLAN AND DETAILS IN THIS PLAN SET. THIS NETWORK IS TO BE MAINTAINED BY THE CONTRACTOR UNTIL ALL EXPOSED SLOPES HAVE AT LEAST 90% VIGOROUS PERENNIAL VEGETATIVE COVER TO PREVENT EROSION. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER PERMANENT STABILIZATION IS ATTAINED. PRIOR TO ANY CLEARING OR GRUBBING, A CONSTRUCTION ENTRANCE/EXIT SHALL BE CONSTRUCTED AT THE INTERSECTION OF THE PROPOSED ENTRANCES AND EXISTING ROADWAY TO AVOID TRACKING OF MUD, DUST AND DEBRIS FROM THE SITE. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL PREPARE A DETAILED SCHEDULE AND MARKED UP PLAN INDICATING AREAS AND COMPONENTS OF THE WORK AND KEY DATES SHOWING DATE OF DISTURBANCE AND COMPLETION OF THE WORK. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE MUNICIPAL STAFF. THREE COPIES OF THE SCHEDULE AND MARKED UP PLAN SHALL BE PROVIDED TO THE MUNICIPALITY THREE DAYS PRIOR TO THE SCHEDULED PRE-CONSTRUCTION MEETING. SPECIAL ATTENTION SHALL BE GIVEN TO THE 14 DAY LIMIT OF DISTURBANCE IN THE SCHEDULE ADDRESSING TEMPORARY AND PERMANENT VEGETATION MEASURES. CONSTRUCTION AND POST-CONSTRUCTION PHASE AREAS UNDERGOING ACTUAL CONSTRUCTION SHALL ONLY EXPOSE THAT AMOUNT OF MINERAL SOIL NECESSARY FOR PROGRESSIVE AND EFFICIENT CONSTRUCTION. AN AREA CONSIDERED OPEN IS ANY AREA NOT STABILIZED WITH PAVEMENT, VEGETATION, MULCHING, EROSION CONTROL MATS, RIPRAP OR GRAVEL BASE ON A ROAD, SUCH AS ACTIVE EXCAVATION AND ACTIVE GRADING. LIMIT THE EXPOSED AREA TO THOSE AREAS IN WHICH WORK IS ACTIVELY OCCURRING OR CAN BE MULCHED IN THE SAME DAY. OPEN AREAS SHALL BE ANCHORED WITH TEMPORARY EROSION CONTROL AS SHOWN ON THE DESIGN PLANS AND AS DESCRIBED WITHIN THIS EROSION CONTROL PLAN WITHIN SEVEN (7) DAYS OF DISTURBANCE. AREAS LOCATED WITHIN 100 FEET OF STREAMS SHALL BE ANCHORED WITH TEMPORARY EROSION CONTROL WITHIN SEVEN (7) DAYS. REFER TO WINTER EROSION CONTROL NOTES FOR THE TREATMENT OF OPEN AREAS AFTER OCTOBER 1ST OF THE CONSTRUCTION YEAR. THE CONTRACTOR MUST INSTALL ANY ADDED MEASURES WHICH MAY BE NECESSARY TO CONTROL EROSION/SEDIMENTATION FROM THE SITE DEPENDENT UPON THE ACTUAL SITE AND WEATHER CONDITIONS. CONTINUATION OF EARTHWORK OPERATIONS ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED, IN ORDER TO MINIMIZE AREAS WITHOUT EROSION CONTROL PROTECTION. EROSION CONTROL APPLICATIONS & MEASURES THE PLACEMENT OF EROSION CONTROL MEASURES SHALL BE COMPLETED IN ACCORDANCE WITH GUIDELINES ESTABLISHED IN BEST MANAGEMENT PRACTICES AND IN ACCORDANCE WITH THE EROSION CONTROL PLAN AND DETAILS IN THE PLAN SET. 1. TEMPORARY MULCHING: ALL DISTURBED AREAS SHALL BE MULCHED WITH MATERIALS SPECIFIED BELOW PRIOR TO ANY STORM EVENT. ALL DISTURBED AREAS NOT FINAL GRADED WITHIN 14 DAYS SHALL BE MULCHED. DISTURBED AREAS ADJACENT TO NATURAL RESOURCES THAT ARE NOT GRADED WITHIN SEVEN (7) DAYS SHALL BE MULCHED. ALSO, AREAS, WHICH HAVE BEEN TEMPORARILY OR PERMANENTLY SEEDED, SHALL BE MULCHED IMMEDIATELY FOLLOWING SEEDING. EROSION CONTROL BLANKETS ARE RECOMMENDED TO BE USED AT THE BASE OF GRASSED WATERWAYS AND ON SLOPES GREATER THAN 33%. MULCH ANCHORING SHOULD BE USED ON SLOPES GREATER THAN 5% AFTER SEPTEMBER 15TH OF THE CONSTRUCTION YEAR (SEE WINTER EROSION CONTROL NOTES). TYPES OF MULCH: HAY OR STRAW: SHALL BE APPLIED AT A RATE OF 75 LBS/1,000 S.F. (1.5 TONS PER ACRE). SHALL BE APPLIED AT A RATE OF 75 LBS/1,000 S.F. (1.5 TONS PER ACRE). EROSION CONTROL MIX: SHALL BE PLACED EVENLY AND MUST PROVIDE 100% SOIL COVERAGE. EROSION CONTROL MIX SHALL BE APPLIED SUCH THAT SHALL BE PLACED EVENLY AND MUST PROVIDE 100% SOIL COVERAGE. EROSION CONTROL MIX SHALL BE APPLIED SUCH THAT THE THICKNESS ON SLOPES 3:1 OR LESS IS 2 INCHES PLUS 1/2 INCH PER 20 FEET OF SLOPE UP TO 100 FEET. THE THICKNESS ON SLOPES BETWEEN 3:1 AND 2:1 SHALL BE 4 INCHES PLUS 1/2 INCH PER 20 FEET OF SLOPE UP TO 100 FEET. THIS SHALL NOT BE USED ON SLOPES GREATER THAN 2:1. EROSION CONTROL BLANKET: SHALL BE INSTALLED SUCH THAT CONTINUOUS CONTACT BETWEEN THE MAT AND THE SOIL IS OBTAINED. INSTALL SHALL BE INSTALLED SUCH THAT CONTINUOUS CONTACT BETWEEN THE MAT AND THE SOIL IS OBTAINED. INSTALL BLANKETS AND STAPLE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. SOIL STOCKPILES: STOCKPILES OF SOIL OR SUBSOIL SHALL BE MULCHED WITH HAY OR STRAW AT A RATE OF 75 LBS/1,000 S.F. (1.5 TONS PER ACRE) OR WITH A FOUR-INCH LAYER OF WOOD WASTE EROSION CONTROL MIX. THIS WILL BE DONE WITHIN 24 HOURS OF STOCKING AND RE-ESTABLISHED PRIOR TO ANY RAINFALL. ANY SOIL STOCKPILE WILL NOT BE PLACED (EVEN COVERED WITH HAY OR STRAW) WITHIN 100 FEET FROM ANY NATURAL RESOURCES. SEDIMENT BARRIERS SHALL BE INSTALLED DOWNGRADIENT OF STOCKPILES, AND STORMWATER SHALL BE PREVENTED FROM RUNNING ONTO THE STOCKPILE. 3. NATURAL RESOURCES PROTECTION: ANY AREAS WITHIN 100 FEET FROM ANY NATURAL RESOURCES SHALL BE MULCHED USING TEMPORARY MULCHING (AS DESCRIBED IN PART 1 OF THIS SECTION) WITHIN 7 DAYS OF EXPOSURE OR PRIOR TO ANY STORM EVENT. SEDIMENT BARRIERS (AS DESCRIBED IN PART 4 OF THIS SECTION) SHALL BE PLACED BETWEEN ANY NATURAL RESOURCE AND THE DISTURBED AREA. PROJECTS CROSSING THE NATURAL RESOURCE SHALL BE PROTECTED A MINIMUM DISTANCE OF 100 FEET ON EITHER SIDE FROM THE RESOURCE. 4. SEDIMENT BARRIERS: PRIOR TO THE BEGINNING OF ANY CONSTRUCTION, SEDIMENT BARRIERS SHALL BE STAKED ACROSS THE SLOPE(S), ON THE CONTOUR AT OR JUST BELOW THE LIMITS OF CLEARING OR GRUBBING, AND/OR JUST ABOVE ANY ADJACENT PROPERTY LINE OR WATERCOURSE TO PROTECT AGAINST CONSTRUCTION RELATED EROSION. SEDIMENT BARRIERS SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL ALL EXPOSED SLOPES HAVE AT LEAST 90% VIGOROUS PERENNIAL VEGETATIVE COVER TO PREVENT EROSION. SILT FENCE: SHALL BE INSTALLED PER THE DETAIL ON THE PLANS. THE EFFECTIVE HEIGHT OF THE FENCE SHALL NOT EXCEED 36 INCHES. IT IS SHALL BE INSTALLED PER THE DETAIL ON THE PLANS. THE EFFECTIVE HEIGHT OF THE FENCE SHALL NOT EXCEED 36 INCHES. IT IS RECOMMENDED THAT SILT FENCE BE REMOVED BY CUTTING THE FENCE MATERIALS AT GROUND LEVEL SO AS TO AVOID ADDITIONAL SOIL DISTURBANCE. HAY BALES: SHALL NOT BE INSTALLED ADJACENT TO WETLAND. INSTALL PER THE DETAIL ON THE PLANS. BALES SHALL BE WIRE-BOUND OR SHALL NOT BE INSTALLED ADJACENT TO WETLAND. INSTALL PER THE DETAIL ON THE PLANS. BALES SHALL BE WIRE-BOUND OR STRING-TIED AND THESE BINDINGS MUST REMAIN PARALLEL WITH THE GROUND SURFACE DURING INSTALLATION TO PREVENT DETERIORATION OF THE BINDINGS. BALES SHALL BE INSTALLED WITHIN A MINIMUM 4 INCH DEEP TRENCH LINE WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. EROSION CONTROL MIX: SHALL NOT BE USED ADJACENT TO WETLANDS. INSTALL PER THE DETAIL ON THE PLANS. THE MIX SHALL CONSIST PRIMARILY SHALL NOT BE USED ADJACENT TO WETLANDS. INSTALL PER THE DETAIL ON THE PLANS. THE MIX SHALL CONSIST PRIMARILY OF ORGANIC MATERIAL AND CONTAIN A WELL-GRADED MIXTURE OF PARTICLE SIZES AND MAY CONTAIN ROCKS LESS THAN 4 INCHES IN DIAMETER. THE MIX COMPOSITION SHALL MEET THE STANDARDS DESCRIBED WITHIN THE MDEP BEST MANAGEMENT PRACTICES. NO TRENCHING IS REQUIRED FOR INSTALLATION OF THIS BARRIER. EROSION CONTROL MIX BERMS SHALL NOT BE USED AT THE BOTTOM OF STEEP SLOPES (>8%) OR SLOPES WITH FLOWING WATER. CONTINUOUS CONTAINED BERM: SHALL BE INSTALLED PER THE DETAIL ON THE PLANS. THIS SEDIMENT BARRIER IS EROSION CONTROL MIX PLACED : SHALL BE INSTALLED PER THE DETAIL ON THE PLANS. THIS SEDIMENT BARRIER IS EROSION CONTROL MIX PLACED WITHIN A SYNTHETIC TUBULAR NETTING AND PERFORMS AS A STURDY SEDIMENT BARRIER THAT WORKS WELL ON HARD GROUND SUCH AS FROZEN CONDITIONS, TRAVELED AREAS OR PAVEMENT. NO TRENCHING IS REQUIRED FOR INSTALLATION OF THIS BARRIER. 5. TEMPORARY CHECK DAMS: SHALL BE INSTALLED PER THE DETAIL ON THE PLANS. CHECK DAMS ARE TO BE PLACED WITHIN DITCHES/ SWALES AS SPECIFIED ON THE DESIGN PLANS IMMEDIATELY AFTER FINAL GRADING. CHECK DAMS SHALL BE 2 FEET HIGH. TEMPORARY CHECK DAMS MAY BE REMOVED ONLY AFTER THE ROADWAYS ARE PAVED AND THE VEGETATED SWALE ARE ESTABLISHED WITH AT LEAST 90% OF VIGOROUS PERENNIAL GROWTH. THE AREA BENEATH THE CHECK DAM MUST BE SEEDED AND MULCHED IMMEDIATELY AFTER REMOVAL OF THE CHECK DAM. STONE CHECK DAMS: STONE DAMS SHOULD BE CONSTRUCTED OF 2 TO 3 INCH STONE AND PLACED SUCH THAT COMPLETE COVERAGE OF THE SWALE IS STONE DAMS SHOULD BE CONSTRUCTED OF 2 TO 3 INCH STONE AND PLACED SUCH THAT COMPLETE COVERAGE OF THE SWALE IS OBTAINED AND THAT THE CENTER OF THE DAM IS 6 INCHES LOWER THAT THE OUTER EDGES. HAY BALE CHECK DAMS: BALES SHALL BE WIRE-BOUND OR STRING-TIED. BALES SHALL BE INSTALLED WITHIN A MINIMUM 4 INCH DEEP TRENCH LINE BALES SHALL BE WIRE-BOUND OR STRING-TIED. BALES SHALL BE INSTALLED WITHIN A MINIMUM 4 INCH DEEP TRENCH LINE WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. HAY BALES SHALL BE PLACED SUCH THAT COMPLETE COVERAGE OF THE SWALE IS OBTAINED AND THAT THE CENTER OF THE DAM IS 6 INCHES LOWER THAT THE OUTER EDGES. MANUFACTURED CHECK DAMS: MANUFACTURED CHECK DAMS, AS SPECIFIED IN THE DETAIL ON THE PLANS, MAY BE USED IF AUTHORIZED BY THE : MANUFACTURED CHECK DAMS, AS SPECIFIED IN THE DETAIL ON THE PLANS, MAY BE USED IF AUTHORIZED BY THE PROPER LOCAL, STATE OR FEDERAL REGULATING AGENCIES. THESE UNITS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. STORMDRAIN INLET PROTECTION: INLET PROTECTION SHALL BE PLACED AROUND A STORMDRAIN DROP INLET OR CURB INLET PRIOR TO PERMANENT STABILIZATION OF THE IMMEDIATE AND UPSTREAM DISTURBED AREAS. THEY SHALL BE CONSTRUCTED IN A MANNER THAT WILL FACILITATE CLEAN-OUT AND DISPOSAL OF TRAPPED SEDIMENTS AND MINIMIZE INTERFERENCE WITH CONSTRUCTION ACTIVITIES. ANY RESULTANT PONDING OF WATER FROM THE PROTECTION METHOD MUST NOT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT AREAS OR STRUCTURES. HAY BALE DROP INLET PROTECTION: WE DO NOT RECOMMEND THE USE OF HAY BALES AS INLET PROTECTION. WE DO NOT RECOMMEND THE USE OF HAY BALES AS INLET PROTECTION. CONCRETE BLOCK AND STONE INLET SEDIMENT FILTER (DROP OR CURB INLET): SHALL BE INSTALLED PER THE DETAIL ON THE PLANS. THE HEIGHT OF SHALL BE INSTALLED PER THE DETAIL ON THE PLANS. THE HEIGHT OF THE CONCRETE BLOCK BARRIER CAN VARY BUT MUST BE BETWEEN 12 AND 24 INCHES TALL. A MINIMUM OF 1 INCH CRUSHED STONE SHALL BE USED. MANUFACTURED SEDIMENT BARRIERS AND FILTER (DROP OR CURB INLET): MANUFACTURED FILTERS, AS SPECIFIED IN THE DETAIL ON THE PLANS, MAY MANUFACTURED FILTERS, AS SPECIFIED IN THE DETAIL ON THE PLANS, MAY BE USED IF INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 7. STABILIZED CONSTRUCTION ENTRANCE/EXIT: PRIOR TO CLEARING AND/OR GRUBBING THE SITE A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE CONSTRUCTED WHEREVER TRAFFIC WILL EXIT THE CONSTRUCTION SITE ONTO PLEASANT STREET IN ORDER TO MINIMIZE THE TRACKING OF SEDIMENT AND DEBRIS FROM THE CONSTRUCTION SITE ONTO PUBLIC ROADWAYS. THE ENTRANCES AND ADJACENT ROADWAY AREAS SHALL BE PERIODICALLY SWEPT TO FURTHER MINIMIZE THE TRACKING OF MUD, DUST OR DEBRIS FROM THE CONSTRUCTION AREA. THE TERM “SWEEP” IS UNDERSTOOD TO MEAN REMOVAL AND RECOVERY OF TRACKED SEDIMENT SWEEP” IS UNDERSTOOD TO MEAN REMOVAL AND RECOVERY OF TRACKED SEDIMENT IS UNDERSTOOD TO MEAN REMOVAL AND RECOVERY OF TRACKED SEDIMENT WITH A STREET SWEEPER, NOT BRUSHING THE MATERIAL INTO SWALES OR STRUCTURES WITH A MECHANICAL BROOM. STABILIZED CONSTRUCTION EXITS STABILIZED CONSTRUCTION EXITS STABILIZED CONSTRUCTION EXITS SHALL BE CONSTRUCTED IN AREAS SPECIFIED ON THE PLANS AND AS DETAILED ON THE PLANS. THE CONTRACTOR SHALL MAINTAIN THE STABILIZED CONSTRUCTION ENTRANCE UNTIL ALL DISTURBED AREAS ARE STABILIZED. SITE ACCESS FOR CONSTRUCTION IS NOT PERMITTED ALONG LONE PINE LANE. 8. DUST CONTROL: DUST CONTROL: DUST CONTROL DURING CONSTRUCTION SHALL BE ACHIEVED BY THE USE OF A WATERING TRUCK TO PERIODICALLY SPRINKLE THE EXPOSED ROADWAY AREAS AS NECESSARY TO REDUCE DUST DURING THE DRY MONTHS. APPLYING OTHER DUST CONTROL PRODUCTS SUCH AS CALCIUM CHLORIDE OR OTHER MANUFACTURED PRODUCTS ARE ALLOWED IF AUTHORIZED BY THE PROPER LOCAL, STATE AND/OR FEDERAL REGULATING AGENCIES. HOWEVER, IT IS THE CONTRACTOR'S ULTIMATE RESPONSIBILITY TO MITIGATE DUST AND SOIL LOSS FROM THE SITE. IF OFFSITE TRACKING OCCURS, PUBLIC ROADS SHOULD BE SWEPT IMMEDIATELY AND NOT LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM EVENTS. 9. TEMPORARY VEGETATION: TEMPORARY VEGETATION: TEMPORARY VEGETATION SHALL BE APPLIED TO DISTURBED AREAS THAT WILL NOT RECEIVE FINAL GRADING FOR PERIODS UP TO 12 MONTHS. THIS PROCEDURE SHOULD BE USED EXTENSIVELY IN AREAS ADJACENT TO NATURAL RESOURCES. SEEDBED PREPARATION AND APPLICATION OF SEED SHALL BE CONDUCTED AS INDICATED IN THE PERMANENT VEGETATION SECTION OF THIS NARRATIVE. SPECIFIC SEEDS (FAST GROWING AND SHORT LIVING) SHALL BE SELECTED FROM THE MAINE EROSION AND SEDIMENT CONTROL BMP MANUALS FOR CONTRACTORS AND ENGINEERS, 2016 OR LATEST REVISION. ALTERNATIVE EROSION CONTROL MEASURES SHOULD BE USED IF SEEDING CAN NOT BE DONE BEFORE SEPTEMBER 15TH OF THE CONSTRUCTION YEAR. 10. PERMANENT VEGETATION: PERMANENT VEGETATION: REVEGETATION MEASURES SHALL COMMENCE IMMEDIATELY UPON COMPLETION OF FINAL GRADING OF AREAS TO BE LOAMED AND SEEDED. THE APPLICATION OF SEED SHALL BE CONDUCTED BETWEEN APRIL 1ST AND OCTOBER 1ST OF THE CONSTRUCTION YEAR, PLEASE REFER TO THE WINTER EROSION CONTROL NOTES FOR MORE DETAIL. REVEGETATION MEASURES SHALL CONSIST OF THE FOLLOWING:
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SEEDBED PREPARATION: A. FOUR (4) INCHES OF LOAM SHALL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO A UNIFORM SURFACE. LOAM SHALL BE FREE OF SUBSOIL, CLAY LUMPS, STONES AND OTHER OBJECTS OVER 2 INCHES OR LARGER IN ANY DIMENSION, AND WITHOUT WEEDS, ROOTS OR OTHER OBJECTIONABLE MATERIAL. B. SOILS TESTS SHALL BE TAKEN AT THE TIME OF SOIL STRIPPING TO DETERMINE FERTILIZATION REQUIREMENTS. SOILS TESTS SHALL BE TAKEN PROMPTLY AS TO NOT INTERFERE WITH THE 14-DAY LIMIT ON SOIL EXPOSURE. BASED UPON TEST RESULTS, SOIL AMENDMENTS SHALL BE INCORPORATED INTO THE SOIL PRIOR TO FINAL SEEDING. IN LIEU OF SOIL TESTS, SOIL AMENDMENTS MAY BE APPLIED AS FOLLOWS: ITEM APPLICATION RATE ITEM APPLICATION RATE APPLICATION RATE APPLICATION RATE 10-20-20 FERTILIZER 18.4 LBS./1,000 S.F. 18.4 LBS./1,000 S.F. (N-P205-K20 OR EQUAL) GROUND LIMESTONE (50% 138 LBS./1,000 S.F. 138 LBS./1,000 S.F. CALCIUM & MAGNESIUM OXIDE) C. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH PROPER EQUIPMENT. ROLL THE AREA TO FIRM THE SEEDBED EXCEPT ON CLAY OR SILTY SOILS OR COARSE SAND. APPLICATION OF SEED: A. SEEDING: SHALL BE CONDUCTED BETWEEN APRIL 1ST AND OCTOBER 1ST OF THE CONSTRUCTION YEAR. GENERALLY A SEED MIXTURE MAY BE APPLIED SEEDING: SHALL BE CONDUCTED BETWEEN APRIL 1ST AND OCTOBER 1ST OF THE CONSTRUCTION YEAR. GENERALLY A SEED MIXTURE MAY BE APPLIED SHALL BE CONDUCTED BETWEEN APRIL 1ST AND OCTOBER 1ST OF THE CONSTRUCTION YEAR. GENERALLY A SEED MIXTURE MAY BE APPLIED AS FOLLOWS: (MDEP SEED MIX 2 IS DISPLAYED) SEED TYPE APPLICATION RATE APPLICATION RATE APPLICATION RATE CREEPING RED FESCUE 0.46 LBS/1,000 S.F. (20 LBS/ACRE) 0.46 LBS/1,000 S.F. (20 LBS/ACRE) REDTOP 0.05 LBS/1,000 S.F. ( 2 LBS/ACRE) 0.05 LBS/1,000 S.F. ( 2 LBS/ACRE) TALL FESCUE 0.46 LBS/1,000 S.F. (20 LBS/ACRE) 0.46 LBS/1,000 S.F. (20 LBS/ACRE) TOTAL: 0.97 LBS/1,000 S.F. (42 LBS/ACRE) 0.97 LBS/1,000 S.F. (42 LBS/ACRE) NOTE: A SPECIFIC SEED MIXTURE SHOULD BE CHOSEN TO MATCH THE SOILS CONDITION OF THE SITE. VARIOUS AGENCIES CAN RECOMMEND SEED MIXTURES. MDEP RECOMMENDED SEED MIXTURES ARE IN THE EROSION AND SEDIMENT CONTROL BMP MANUAL DATED 2016 OR LATEST REVISION. B. HYDROSEEDING: SHALL BE CONDUCTED ON PREPARED AREAS WITH SLOPES LESS THAN 2:1. LIME AND FERTILIZER MAY BE APPLIED SIMULTANEOUSLY HYDROSEEDING: SHALL BE CONDUCTED ON PREPARED AREAS WITH SLOPES LESS THAN 2:1. LIME AND FERTILIZER MAY BE APPLIED SIMULTANEOUSLY SHALL BE CONDUCTED ON PREPARED AREAS WITH SLOPES LESS THAN 2:1. LIME AND FERTILIZER MAY BE APPLIED SIMULTANEOUSLY WITH THE SEED. RECOMMENDED SEEDING RATES MUST BE INCREASED BY 10% WHEN HYDROSEEDING. C. MULCHING: SHALL COMMENCE IMMEDIATELY AFTER SEED IS APPLIED. REFER TO THE TEMPORARY MULCHING SECTION OF THIS NARRATIVE FOR MULCHING: SHALL COMMENCE IMMEDIATELY AFTER SEED IS APPLIED. REFER TO THE TEMPORARY MULCHING SECTION OF THIS NARRATIVE FOR SHALL COMMENCE IMMEDIATELY AFTER SEED IS APPLIED. REFER TO THE TEMPORARY MULCHING SECTION OF THIS NARRATIVE FOR DETAILS. SODDING: FOLLOWING SEEDBED PREPARATION, SOD CAN BE APPLIED IN LIEU OF SEEDING IN AREAS WHERE IMMEDIATE VEGETATION IS MOST BENEFICIAL SUCH AS DITCHES, AROUND STORMWATER DROP INLETS AND AREAS OF AESTHETIC VALUE. SOD SHOULD BE LAID AT RIGHT ANGLES TO THE DIRECTION OF FLOW, STARTING AT THE LOWEST ELEVATION. SOD SHOULD BE ROLLED OR TAMPED DOWN TO EVEN OUT THE JOINTS ONCE LAID DOWN. WHERE FLOW IS PREVALENT THE SOD MUST BE PROPERLY ANCHORED DOWN. IRRIGATE THE SOD IMMEDIATELY AFTER INSTALLATION. IN MOST CASES, SOD CAN BE ESTABLISHED BETWEEN APRIL 1ST AND NOVEMBER 15TH OF THE CONSTRUCTION YEAR, HOWEVER, REFER TO THE WINTER EROSION CONTROL NOTES FOR ANY ACTIVITIES AFTER OCTOBER 1ST. STANDARDS FOR TIMELY STABILIZATION: STANDARD FOR THE TIMELY STABILIZATION OF DISTURBED SLOPES -- THE CONTRACTOR WILL CONSTRUCT AND STABILIZE STONE-COVERED SLOPES BY -- THE CONTRACTOR WILL CONSTRUCT AND STABILIZE STONE-COVERED SLOPES BY NOVEMBER 15. THE CONTRACTOR WILL SEED AND MULCH ALL SLOPES TO BE VEGETATED BY SEPTEMBER 15. THE MDEP WILL CONSIDER ANY AREA HAVING A GRADE GREATER THAN 15% (10H:1V) TO BE A SLOPE. IF THE CONTRACTOR FAILS TO STABILIZE ANY SLOPE TO BE VEGETATED BY SEPTEMBER 15, THEN THE CONTRACTOR WILL TAKE ONE OF THE FOLLOWING ACTIONS TO STABILIZE THE SLOPE FOR LATE FALL AND WINTER. A. STABILIZE THE SOIL WITH TEMPORARY VEGETATION AND EROSION CONTROL MATS -- BY OCTOBER 1 THE CONTRACTOR WILL SEED THE DISTURBED STABILIZE THE SOIL WITH TEMPORARY VEGETATION AND EROSION CONTROL MATS -- BY OCTOBER 1 THE CONTRACTOR WILL SEED THE DISTURBED -- BY OCTOBER 1 THE CONTRACTOR WILL SEED THE DISTURBED SLOPE WITH WINTER RYE AT A SEEDING RATE OF 3 POUNDS PER 1,000 SQUARE FEET AND APPLY EROSION CONTROL MATS OVER THE MULCHED SLOPE. THE CONTRACTOR WILL MONITOR GROWTH OF THE RYE OVER THE NEXT 30 DAYS. IF THE RYE FAILS TO GROW AT LEAST THREE INCHES OR COVER AT LEAST 75% OF THE DISTURBED SLOPE BY NOVEMBER 1, THEN THE APPLICANT WILL COVER THE SLOPE WITH A LAYER OF WOOD WASTE COMPOST AS DESCRIBED IN ITEM 2(C.) OF THIS STANDARD OR WITH STONE RIPRAP AS DESCRIBED IN ITEM 2(D.) OF THIS STANDARD. B. STABILIZE THE SLOPE WITH SOD -- THE CONTRACTOR WILL STABILIZE THE DISTURBED SLOPE WITH PROPERLY INSTALLED SOD BY OCTOBER 1. STABILIZE THE SLOPE WITH SOD -- THE CONTRACTOR WILL STABILIZE THE DISTURBED SLOPE WITH PROPERLY INSTALLED SOD BY OCTOBER 1. -- THE CONTRACTOR WILL STABILIZE THE DISTURBED SLOPE WITH PROPERLY INSTALLED SOD BY OCTOBER 1. PROPER INSTALLATION INCLUDES THE APPLICANT PINNING THE SOD ONTO THE SLOPE WITH WIRE PINS, ROLLING THE SOD TO GUARANTEE CONTACT BETWEEN THE SOD AND UNDERLYING SOIL, AND WATERING THE SOD TO PROMOTE ROOT GROWTH INTO THE DISTURBED SOIL. THE APPLICANT WILL NOT USE LATE-SEASON SOD INSTALLATION TO STABILIZE SLOPES HAVING A GRADE GREATER THAN 33% (3H:1V). C. STABILIZE THE SLOPE WITH WOOD WASTE COMPOST -- THE CONTRACTOR WILL PLACE A SIX-INCH LAYER OF WOOD WASTE COMPOST ON THE SLOPE STABILIZE THE SLOPE WITH WOOD WASTE COMPOST -- THE CONTRACTOR WILL PLACE A SIX-INCH LAYER OF WOOD WASTE COMPOST ON THE SLOPE -- THE CONTRACTOR WILL PLACE A SIX-INCH LAYER OF WOOD WASTE COMPOST ON THE SLOPE BY NOVEMBER 15. PRIOR TO PLACING THE WOOD WASTE COMPOST, THE APPLICANT WILL REMOVE ANY SNOW ACCUMULATION ON THE DISTURBED SLOPE. THE APPLICANT WILL NOT USE WOOD WASTE COMPOST TO STABILIZE SLOPES HAVING GRADES GREATER THAN 50% (2H:1V) OR HAVING GROUNDWATER SEEPS ON THE SLOPE FACE. D. STABILIZE THE SLOPE WITH STONE RIPRAP -- THE CONTRACTOR WILL PLACE A LAYER OF STONE RIPRAP ON THE SLOPE BY NOVEMBER 15. THE STABILIZE THE SLOPE WITH STONE RIPRAP -- THE CONTRACTOR WILL PLACE A LAYER OF STONE RIPRAP ON THE SLOPE BY NOVEMBER 15. THE -- THE CONTRACTOR WILL PLACE A LAYER OF STONE RIPRAP ON THE SLOPE BY NOVEMBER 15. THE APPLICANT WILL HIRE A REGISTERED PROFESSIONAL ENGINEER TO DETERMINE THE STONE SIZE NEEDED FOR STABILITY AND TO DESIGN A FILTER LAYER FOR UNDERNEATH THE RIPRAP. STANDARD FOR THE TIMELY STABILIZATION OF DISTURBED SOILS -- BY SEPTEMBER 15 THE CONTRACTOR WILL SEED AND MULCH ALL DISTURBED SOILS -- BY SEPTEMBER 15 THE CONTRACTOR WILL SEED AND MULCH ALL DISTURBED SOILS ON AREAS HAVING A SLOPE LESS THAN 15%. IF THE CONTRACTOR FAILS TO STABILIZE THESE SOILS BY THIS DATE, THEN THE CONTRACTOR WILL TAKE ONE OF THE FOLLOWING ACTIONS TO STABILIZE THE SOIL FOR LATE FALL AND WINTER. A. STABILIZE THE SOIL WITH TEMPORARY VEGETATION -- BY OCTOBER 1 THE CONTRACTOR WILL SEED THE DISTURBED SOIL WITH WINTER RYE AT A STABILIZE THE SOIL WITH TEMPORARY VEGETATION -- BY OCTOBER 1 THE CONTRACTOR WILL SEED THE DISTURBED SOIL WITH WINTER RYE AT A -- BY OCTOBER 1 THE CONTRACTOR WILL SEED THE DISTURBED SOIL WITH WINTER RYE AT A SEEDING RATE OF 3 POUNDS PER 1000 SQUARE FEET, LIGHTLY MULCH THE SEEDED SOIL WITH HAY OR STRAW AT 75 POUNDS PER 1000 SQUARE FEET, AND ANCHOR THE MULCH WITH PLASTIC NETTING. THE APPLICANT WILL MONITOR GROWTH OF THE RYE OVER THE NEXT 30 DAYS. IF THE RYE FAILS TO GROW AT LEAST THREE INCHES OR COVER AT LEAST 75% OF THE DISTURBED SOIL BEFORE NOVEMBER 15, THEN THE APPLICANT WILL MULCH THE AREA FOR OVER-WINTER PROTECTION AS DESCRIBED IN ITEM 3(C.) OF THIS STANDARD. B. STABILIZE THE SOIL WITH SOD -- THE APPLICANT WILL STABILIZE THE DISTURBED SOIL WITH PROPERLY INSTALLED SOD BY OCTOBER 1. PROPER STABILIZE THE SOIL WITH SOD -- THE APPLICANT WILL STABILIZE THE DISTURBED SOIL WITH PROPERLY INSTALLED SOD BY OCTOBER 1. PROPER -- THE APPLICANT WILL STABILIZE THE DISTURBED SOIL WITH PROPERLY INSTALLED SOD BY OCTOBER 1. PROPER INSTALLATION INCLUDES THE APPLICANT PINNING THE SOD ONTO THE SOIL WITH WIRE PINS, ROLLING THE SOD TO GUARANTEE CONTACT BETWEEN THE SOD AND UNDERLYING SOIL, AND WATERING THE SOD TO PROMOTE ROOT GROWTH INTO THE DISTURBED SOIL. C. STABILIZE THE SOIL WITH MULCH -- BY NOVEMBER 15 THE APPLICANT WILL MULCH THE DISTURBED SOIL BY SPREADING HAY OR STRAW AT A RATE STABILIZE THE SOIL WITH MULCH -- BY NOVEMBER 15 THE APPLICANT WILL MULCH THE DISTURBED SOIL BY SPREADING HAY OR STRAW AT A RATE -- BY NOVEMBER 15 THE APPLICANT WILL MULCH THE DISTURBED SOIL BY SPREADING HAY OR STRAW AT A RATE OF AT LEAST 150 POUNDS PER 1000 SQUARE FEET ON THE AREA SO THAT NO SOIL IS VISIBLE THROUGH THE MULCH. PRIOR TO APPLYING THE MULCH, THE APPLICANT WILL REMOVE ANY SNOW ACCUMULATION ON THE DISTURBED AREA. IMMEDIATELY AFTER APPLYING THE MULCH, THE APPLICANT WILL ANCHOR THE MULCH WITH PLASTIC NETTING TO PREVENT WIND FROM MOVING THE MULCH OFF THE DISTURBED SOIL. 1. MAINTENANCE MEASURES SHALL BE APPLIED AS NEEDED DURING THE ENTIRE CONSTRUCTION CYCLE. AFTER EACH RAINFALL, SNOW STORM OR PERIOD OF THAWING AND RUNOFF, AND AT LEAST EVERY SEVEN (7) DAYS, THE CONTRACTOR SHALL PERFORM A VISUAL INSPECTION OF ALL INSTALLED EROSION CONTROL MEASURES. THE CONTRACTOR SHALL PERFORM REPAIRS NO LATER THAN THE END OF THE NEXT WORKDAY, TO ALLOW CONTINUED PROPER FUNCTIONING OF THE EROSION CONTROL MEASURE. THE CONTRACTOR SHALL PROVIDE THE NECESSARY REGULATING AGENCIES WITH WRITTEN DOCUMENTATION DESCRIBING DATES OF INSPECTIONS AND NECESSARY FOLLOW-UP WORK TO MAINTAIN EROSION CONTROL MEASURES MEETING THE REQUIREMENTS OF THIS PLAN WITHIN SEVEN (7) DAYS. 2. FOLLOWING THE TEMPORARY AND/OR FINAL SEEDINGS, THE CONTRACTOR SHALL INSPECT THE WORK AREA SEMIMONTHLY UNTIL THE SEEDINGS HAVE BEEN ESTABLISHED. ESTABLISHED MEANS A MINIMUM OF 90% OF AREAS VEGETATED WITH VIGOROUS GROWTH. RESEEDING SHALL BE CARRIED OUT BY THE CONTRACTOR WITH FOLLOW-UP INSPECTIONS IN THE EVENT OF ANY FAILURES UNTIL VEGETATION IS ADEQUATELY ESTABLISHED.
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HOUSEKEEPING: 1. SPILL PREVENTION. CONTROLS MUST BE USED TO PREVENT POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER SPILL PREVENTION. CONTROLS MUST BE USED TO PREVENT POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER PREVENTION. CONTROLS MUST BE USED TO PREVENT POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER PREVENTION. CONTROLS MUST BE USED TO PREVENT POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER . CONTROLS MUST BE USED TO PREVENT POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER CONTROLS MUST BE USED TO PREVENT POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER CONTROLS MUST BE USED TO PREVENT POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER MUST BE USED TO PREVENT POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER MUST BE USED TO PREVENT POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER BE USED TO PREVENT POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER BE USED TO PREVENT POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER USED TO PREVENT POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER USED TO PREVENT POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER TO PREVENT POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER TO PREVENT POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER PREVENT POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER PREVENT POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER POLLUTANTS FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER FROM CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER CONSTRUCTION AND WASTE MATERIALS STORED ON SITE TO ENTER AND WASTE MATERIALS STORED ON SITE TO ENTER AND WASTE MATERIALS STORED ON SITE TO ENTER WASTE MATERIALS STORED ON SITE TO ENTER WASTE MATERIALS STORED ON SITE TO ENTER MATERIALS STORED ON SITE TO ENTER MATERIALS STORED ON SITE TO ENTER STORED ON SITE TO ENTER STORED ON SITE TO ENTER ON SITE TO ENTER ON SITE TO ENTER SITE TO ENTER SITE TO ENTER TO ENTER TO ENTER ENTER ENTER STORMWATER, WHICH INCLUDES STORAGE PRACTICES TO MINIMIZE EXPOSURE OF THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR WHICH INCLUDES STORAGE PRACTICES TO MINIMIZE EXPOSURE OF THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR WHICH INCLUDES STORAGE PRACTICES TO MINIMIZE EXPOSURE OF THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR INCLUDES STORAGE PRACTICES TO MINIMIZE EXPOSURE OF THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR INCLUDES STORAGE PRACTICES TO MINIMIZE EXPOSURE OF THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR STORAGE PRACTICES TO MINIMIZE EXPOSURE OF THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR STORAGE PRACTICES TO MINIMIZE EXPOSURE OF THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR PRACTICES TO MINIMIZE EXPOSURE OF THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR PRACTICES TO MINIMIZE EXPOSURE OF THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR TO MINIMIZE EXPOSURE OF THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR TO MINIMIZE EXPOSURE OF THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR MINIMIZE EXPOSURE OF THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR MINIMIZE EXPOSURE OF THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR EXPOSURE OF THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR EXPOSURE OF THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR OF THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR OF THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR THE MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR MATERIALS TO STORMWATER. THE SITE CONTRACTOR OR TO STORMWATER. THE SITE CONTRACTOR OR TO STORMWATER. THE SITE CONTRACTOR OR STORMWATER. THE SITE CONTRACTOR OR STORMWATER. THE SITE CONTRACTOR OR THE SITE CONTRACTOR OR THE SITE CONTRACTOR OR SITE CONTRACTOR OR SITE CONTRACTOR OR CONTRACTOR OR CONTRACTOR OR OR OR OPERATOR MUST DEVELOP, AND IMPLEMENT AS NECESSARY, APPROPRIATE SPILL PREVENTION, CONTAINMENT, AND RESPONSE PLANNING MEASURES. 2. GROUNDWATER PROTECTION. DURING CONSTRUCTION, LIQUID PETROLEUM PRODUCTS AND OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO GROUNDWATER PROTECTION. DURING CONSTRUCTION, LIQUID PETROLEUM PRODUCTS AND OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO PROTECTION. DURING CONSTRUCTION, LIQUID PETROLEUM PRODUCTS AND OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO PROTECTION. DURING CONSTRUCTION, LIQUID PETROLEUM PRODUCTS AND OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO . DURING CONSTRUCTION, LIQUID PETROLEUM PRODUCTS AND OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO DURING CONSTRUCTION, LIQUID PETROLEUM PRODUCTS AND OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO DURING CONSTRUCTION, LIQUID PETROLEUM PRODUCTS AND OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO CONSTRUCTION, LIQUID PETROLEUM PRODUCTS AND OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO CONSTRUCTION, LIQUID PETROLEUM PRODUCTS AND OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO LIQUID PETROLEUM PRODUCTS AND OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO LIQUID PETROLEUM PRODUCTS AND OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO PETROLEUM PRODUCTS AND OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO PETROLEUM PRODUCTS AND OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO PRODUCTS AND OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO PRODUCTS AND OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO AND OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO AND OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO HAZARDOUS MATERIALS WITH THE POTENTIAL TO HAZARDOUS MATERIALS WITH THE POTENTIAL TO MATERIALS WITH THE POTENTIAL TO MATERIALS WITH THE POTENTIAL TO WITH THE POTENTIAL TO WITH THE POTENTIAL TO THE POTENTIAL TO THE POTENTIAL TO POTENTIAL TO POTENTIAL TO TO TO CONTAMINATE GROUNDWATER MAY NOT BE STORED OR HANDLED IN AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION GROUNDWATER MAY NOT BE STORED OR HANDLED IN AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION GROUNDWATER MAY NOT BE STORED OR HANDLED IN AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION MAY NOT BE STORED OR HANDLED IN AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION MAY NOT BE STORED OR HANDLED IN AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION NOT BE STORED OR HANDLED IN AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION NOT BE STORED OR HANDLED IN AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION BE STORED OR HANDLED IN AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION BE STORED OR HANDLED IN AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION STORED OR HANDLED IN AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION STORED OR HANDLED IN AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION OR HANDLED IN AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION OR HANDLED IN AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION HANDLED IN AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION HANDLED IN AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION IN AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION IN AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION AREAS OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION OF THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION THE SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION SITE DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION TO AN INFILTRATION AREA. AN "INFILTRATION TO AN INFILTRATION AREA. AN "INFILTRATION AN INFILTRATION AREA. AN "INFILTRATION AN INFILTRATION AREA. AN "INFILTRATION INFILTRATION AREA. AN "INFILTRATION INFILTRATION AREA. AN "INFILTRATION AREA. AN "INFILTRATION AREA. AN "INFILTRATION AN "INFILTRATION AN "INFILTRATION "INFILTRATION "INFILTRATION AREA" IS ANY AREA OF THE SITE THAT BY DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES IS ANY AREA OF THE SITE THAT BY DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES IS ANY AREA OF THE SITE THAT BY DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES ANY AREA OF THE SITE THAT BY DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES ANY AREA OF THE SITE THAT BY DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES AREA OF THE SITE THAT BY DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES AREA OF THE SITE THAT BY DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES OF THE SITE THAT BY DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES OF THE SITE THAT BY DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES THE SITE THAT BY DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES THE SITE THAT BY DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES SITE THAT BY DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES SITE THAT BY DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES THAT BY DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES THAT BY DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES BY DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES BY DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES DESIGN OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES OR AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES AS A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES A RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES RESULT OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES OF SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES TOPOGRAPHY AND OTHER RELEVANT FACTORS ACCUMULATES AND OTHER RELEVANT FACTORS ACCUMULATES AND OTHER RELEVANT FACTORS ACCUMULATES OTHER RELEVANT FACTORS ACCUMULATES OTHER RELEVANT FACTORS ACCUMULATES RELEVANT FACTORS ACCUMULATES RELEVANT FACTORS ACCUMULATES FACTORS ACCUMULATES FACTORS ACCUMULATES ACCUMULATES ACCUMULATES RUNOFF THAT INFILTRATES INTO THE SOIL. DIKES, BERMS, SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO THAT INFILTRATES INTO THE SOIL. DIKES, BERMS, SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO THAT INFILTRATES INTO THE SOIL. DIKES, BERMS, SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO INFILTRATES INTO THE SOIL. DIKES, BERMS, SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO INFILTRATES INTO THE SOIL. DIKES, BERMS, SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO INTO THE SOIL. DIKES, BERMS, SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO INTO THE SOIL. DIKES, BERMS, SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO THE SOIL. DIKES, BERMS, SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO THE SOIL. DIKES, BERMS, SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO SOIL. DIKES, BERMS, SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO SOIL. DIKES, BERMS, SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO DIKES, BERMS, SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO DIKES, BERMS, SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO BERMS, SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO BERMS, SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO CONTAINMENT THAT PREVENT DISCHARGE TO CONTAINMENT THAT PREVENT DISCHARGE TO THAT PREVENT DISCHARGE TO THAT PREVENT DISCHARGE TO PREVENT DISCHARGE TO PREVENT DISCHARGE TO DISCHARGE TO DISCHARGE TO TO TO GROUNDWATER MAY BE USED TO ISOLATE PORTIONS OF THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY MAY BE USED TO ISOLATE PORTIONS OF THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY MAY BE USED TO ISOLATE PORTIONS OF THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY BE USED TO ISOLATE PORTIONS OF THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY BE USED TO ISOLATE PORTIONS OF THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY USED TO ISOLATE PORTIONS OF THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY USED TO ISOLATE PORTIONS OF THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY TO ISOLATE PORTIONS OF THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY TO ISOLATE PORTIONS OF THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY ISOLATE PORTIONS OF THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY ISOLATE PORTIONS OF THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY PORTIONS OF THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY PORTIONS OF THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY OF THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY OF THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY THE PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY PURPOSES OF STORAGE AND HANDLING OF THESE MATERIALS. ANY OF STORAGE AND HANDLING OF THESE MATERIALS. ANY OF STORAGE AND HANDLING OF THESE MATERIALS. ANY STORAGE AND HANDLING OF THESE MATERIALS. ANY STORAGE AND HANDLING OF THESE MATERIALS. ANY AND HANDLING OF THESE MATERIALS. ANY AND HANDLING OF THESE MATERIALS. ANY HANDLING OF THESE MATERIALS. ANY HANDLING OF THESE MATERIALS. ANY OF THESE MATERIALS. ANY OF THESE MATERIALS. ANY THESE MATERIALS. ANY THESE MATERIALS. ANY MATERIALS. ANY MATERIALS. ANY ANY ANY PROJECT PROPOSING INFILTRATION OF STORMWATER MUST PROVIDE ADEQUATE PRE-TREATMENT OF STORMWATER PRIOR TO DISCHARGE OF PROPOSING INFILTRATION OF STORMWATER MUST PROVIDE ADEQUATE PRE-TREATMENT OF STORMWATER PRIOR TO DISCHARGE OF PROPOSING INFILTRATION OF STORMWATER MUST PROVIDE ADEQUATE PRE-TREATMENT OF STORMWATER PRIOR TO DISCHARGE OF INFILTRATION OF STORMWATER MUST PROVIDE ADEQUATE PRE-TREATMENT OF STORMWATER PRIOR TO DISCHARGE OF INFILTRATION OF STORMWATER MUST PROVIDE ADEQUATE PRE-TREATMENT OF STORMWATER PRIOR TO DISCHARGE OF OF STORMWATER MUST PROVIDE ADEQUATE PRE-TREATMENT OF STORMWATER PRIOR TO DISCHARGE OF OF STORMWATER MUST PROVIDE ADEQUATE PRE-TREATMENT OF STORMWATER PRIOR TO DISCHARGE OF STORMWATER MUST PROVIDE ADEQUATE PRE-TREATMENT OF STORMWATER PRIOR TO DISCHARGE OF STORMWATER MUST PROVIDE ADEQUATE PRE-TREATMENT OF STORMWATER PRIOR TO DISCHARGE OF MUST PROVIDE ADEQUATE PRE-TREATMENT OF STORMWATER PRIOR TO DISCHARGE OF MUST PROVIDE ADEQUATE PRE-TREATMENT OF STORMWATER PRIOR TO DISCHARGE OF PROVIDE ADEQUATE PRE-TREATMENT OF STORMWATER PRIOR TO DISCHARGE OF PROVIDE ADEQUATE PRE-TREATMENT OF STORMWATER PRIOR TO DISCHARGE OF ADEQUATE PRE-TREATMENT OF STORMWATER PRIOR TO DISCHARGE OF ADEQUATE PRE-TREATMENT OF STORMWATER PRIOR TO DISCHARGE OF PRE-TREATMENT OF STORMWATER PRIOR TO DISCHARGE OF PRE-TREATMENT OF STORMWATER PRIOR TO DISCHARGE OF OF STORMWATER PRIOR TO DISCHARGE OF OF STORMWATER PRIOR TO DISCHARGE OF STORMWATER PRIOR TO DISCHARGE OF STORMWATER PRIOR TO DISCHARGE OF PRIOR TO DISCHARGE OF PRIOR TO DISCHARGE OF TO DISCHARGE OF TO DISCHARGE OF DISCHARGE OF DISCHARGE OF OF OF STORMWATER TO THE INFILTRATION AREA, OR PROVIDE FOR TREATMENT WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION TO THE INFILTRATION AREA, OR PROVIDE FOR TREATMENT WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION TO THE INFILTRATION AREA, OR PROVIDE FOR TREATMENT WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION THE INFILTRATION AREA, OR PROVIDE FOR TREATMENT WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION THE INFILTRATION AREA, OR PROVIDE FOR TREATMENT WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION INFILTRATION AREA, OR PROVIDE FOR TREATMENT WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION INFILTRATION AREA, OR PROVIDE FOR TREATMENT WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION AREA, OR PROVIDE FOR TREATMENT WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION AREA, OR PROVIDE FOR TREATMENT WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION OR PROVIDE FOR TREATMENT WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION OR PROVIDE FOR TREATMENT WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION PROVIDE FOR TREATMENT WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION PROVIDE FOR TREATMENT WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION FOR TREATMENT WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION FOR TREATMENT WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION TREATMENT WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION TREATMENT WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION WITHIN THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION THE INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION INFILTRATION AREA, IN ORDER TO PREVENT THE ACCUMULATION AREA, IN ORDER TO PREVENT THE ACCUMULATION AREA, IN ORDER TO PREVENT THE ACCUMULATION IN ORDER TO PREVENT THE ACCUMULATION IN ORDER TO PREVENT THE ACCUMULATION ORDER TO PREVENT THE ACCUMULATION ORDER TO PREVENT THE ACCUMULATION TO PREVENT THE ACCUMULATION TO PREVENT THE ACCUMULATION PREVENT THE ACCUMULATION PREVENT THE ACCUMULATION THE ACCUMULATION THE ACCUMULATION ACCUMULATION ACCUMULATION OF FINES, REDUCTION IN INFILTRATION RATE, AND CONSEQUENT FLOODING AND DESTABILIZATION. 3. FUGITIVE SEDIMENT AND DUST. ACTIONS MUST BE TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR FUGITIVE SEDIMENT AND DUST. ACTIONS MUST BE TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR SEDIMENT AND DUST. ACTIONS MUST BE TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR SEDIMENT AND DUST. ACTIONS MUST BE TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR AND DUST. ACTIONS MUST BE TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR AND DUST. ACTIONS MUST BE TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR DUST. ACTIONS MUST BE TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR DUST. ACTIONS MUST BE TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR . ACTIONS MUST BE TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR ACTIONS MUST BE TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR ACTIONS MUST BE TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR MUST BE TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR MUST BE TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR BE TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR BE TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR ACTIVITIES DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR DO NOT RESULT IN NOTICEABLE EROSION OF SOILS OR NOT RESULT IN NOTICEABLE EROSION OF SOILS OR NOT RESULT IN NOTICEABLE EROSION OF SOILS OR RESULT IN NOTICEABLE EROSION OF SOILS OR RESULT IN NOTICEABLE EROSION OF SOILS OR IN NOTICEABLE EROSION OF SOILS OR IN NOTICEABLE EROSION OF SOILS OR NOTICEABLE EROSION OF SOILS OR NOTICEABLE EROSION OF SOILS OR EROSION OF SOILS OR EROSION OF SOILS OR OF SOILS OR OF SOILS OR SOILS OR SOILS OR OR OR FUGITIVE DUST EMISSIONS DURING OR AFTER CONSTRUCTION. OIL MAY NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE DUST EMISSIONS DURING OR AFTER CONSTRUCTION. OIL MAY NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE DUST EMISSIONS DURING OR AFTER CONSTRUCTION. OIL MAY NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE EMISSIONS DURING OR AFTER CONSTRUCTION. OIL MAY NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE EMISSIONS DURING OR AFTER CONSTRUCTION. OIL MAY NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE DURING OR AFTER CONSTRUCTION. OIL MAY NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE DURING OR AFTER CONSTRUCTION. OIL MAY NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE OR AFTER CONSTRUCTION. OIL MAY NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE OR AFTER CONSTRUCTION. OIL MAY NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE AFTER CONSTRUCTION. OIL MAY NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE AFTER CONSTRUCTION. OIL MAY NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE CONSTRUCTION. OIL MAY NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE CONSTRUCTION. OIL MAY NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE OIL MAY NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE OIL MAY NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE MAY NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE MAY NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE NOT BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE USED FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE FOR DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE DUST CONTROL, BUT OTHER WATER ADDITIVES MAY BE CONTROL, BUT OTHER WATER ADDITIVES MAY BE CONTROL, BUT OTHER WATER ADDITIVES MAY BE BUT OTHER WATER ADDITIVES MAY BE BUT OTHER WATER ADDITIVES MAY BE OTHER WATER ADDITIVES MAY BE OTHER WATER ADDITIVES MAY BE WATER ADDITIVES MAY BE WATER ADDITIVES MAY BE ADDITIVES MAY BE ADDITIVES MAY BE MAY BE MAY BE BE BE CONSIDERED AS NEEDED. A STABILIZED CONSTRUCTION ENTRANCE (SCE) SHOULD BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF AS NEEDED. A STABILIZED CONSTRUCTION ENTRANCE (SCE) SHOULD BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF AS NEEDED. A STABILIZED CONSTRUCTION ENTRANCE (SCE) SHOULD BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF NEEDED. A STABILIZED CONSTRUCTION ENTRANCE (SCE) SHOULD BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF NEEDED. A STABILIZED CONSTRUCTION ENTRANCE (SCE) SHOULD BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF A STABILIZED CONSTRUCTION ENTRANCE (SCE) SHOULD BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF A STABILIZED CONSTRUCTION ENTRANCE (SCE) SHOULD BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF STABILIZED CONSTRUCTION ENTRANCE (SCE) SHOULD BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF STABILIZED CONSTRUCTION ENTRANCE (SCE) SHOULD BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF CONSTRUCTION ENTRANCE (SCE) SHOULD BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF CONSTRUCTION ENTRANCE (SCE) SHOULD BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF ENTRANCE (SCE) SHOULD BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF ENTRANCE (SCE) SHOULD BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF (SCE) SHOULD BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF (SCE) SHOULD BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF SHOULD BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF SHOULD BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF BE INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF INCLUDED TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF TO MINIMIZE TRACKING OF MUD AND SEDIMENT. IF MINIMIZE TRACKING OF MUD AND SEDIMENT. IF MINIMIZE TRACKING OF MUD AND SEDIMENT. IF TRACKING OF MUD AND SEDIMENT. IF TRACKING OF MUD AND SEDIMENT. IF OF MUD AND SEDIMENT. IF OF MUD AND SEDIMENT. IF MUD AND SEDIMENT. IF MUD AND SEDIMENT. IF AND SEDIMENT. IF AND SEDIMENT. IF SEDIMENT. IF SEDIMENT. IF IF IF OFF-SITE TRACKING OCCURS, PUBLIC ROADS SHOULD BE SWEPT IMMEDIATELY AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM TRACKING OCCURS, PUBLIC ROADS SHOULD BE SWEPT IMMEDIATELY AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM TRACKING OCCURS, PUBLIC ROADS SHOULD BE SWEPT IMMEDIATELY AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM OCCURS, PUBLIC ROADS SHOULD BE SWEPT IMMEDIATELY AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM OCCURS, PUBLIC ROADS SHOULD BE SWEPT IMMEDIATELY AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM PUBLIC ROADS SHOULD BE SWEPT IMMEDIATELY AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM PUBLIC ROADS SHOULD BE SWEPT IMMEDIATELY AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM ROADS SHOULD BE SWEPT IMMEDIATELY AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM ROADS SHOULD BE SWEPT IMMEDIATELY AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM SHOULD BE SWEPT IMMEDIATELY AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM SHOULD BE SWEPT IMMEDIATELY AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM BE SWEPT IMMEDIATELY AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM BE SWEPT IMMEDIATELY AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM SWEPT IMMEDIATELY AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM SWEPT IMMEDIATELY AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM IMMEDIATELY AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM IMMEDIATELY AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM AND NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM NO LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM LESS THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM THAN ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM ONCE A WEEK AND PRIOR TO SIGNIFICANT STORM A WEEK AND PRIOR TO SIGNIFICANT STORM A WEEK AND PRIOR TO SIGNIFICANT STORM WEEK AND PRIOR TO SIGNIFICANT STORM WEEK AND PRIOR TO SIGNIFICANT STORM AND PRIOR TO SIGNIFICANT STORM AND PRIOR TO SIGNIFICANT STORM PRIOR TO SIGNIFICANT STORM PRIOR TO SIGNIFICANT STORM TO SIGNIFICANT STORM TO SIGNIFICANT STORM SIGNIFICANT STORM SIGNIFICANT STORM STORM STORM EVENTS. OPERATIONS DURING DRY MONTHS, THAT EXPERIENCE FUGITIVE DUST PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A OPERATIONS DURING DRY MONTHS, THAT EXPERIENCE FUGITIVE DUST PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A OPERATIONS DURING DRY MONTHS, THAT EXPERIENCE FUGITIVE DUST PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A DURING DRY MONTHS, THAT EXPERIENCE FUGITIVE DUST PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A DURING DRY MONTHS, THAT EXPERIENCE FUGITIVE DUST PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A DRY MONTHS, THAT EXPERIENCE FUGITIVE DUST PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A DRY MONTHS, THAT EXPERIENCE FUGITIVE DUST PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A MONTHS, THAT EXPERIENCE FUGITIVE DUST PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A MONTHS, THAT EXPERIENCE FUGITIVE DUST PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A THAT EXPERIENCE FUGITIVE DUST PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A THAT EXPERIENCE FUGITIVE DUST PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A EXPERIENCE FUGITIVE DUST PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A EXPERIENCE FUGITIVE DUST PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A FUGITIVE DUST PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A FUGITIVE DUST PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A DUST PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A DUST PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A PROBLEMS, SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A SHOULD WET DOWN UNPAVED ACCESS ROADS ONCE A WET DOWN UNPAVED ACCESS ROADS ONCE A WET DOWN UNPAVED ACCESS ROADS ONCE A DOWN UNPAVED ACCESS ROADS ONCE A DOWN UNPAVED ACCESS ROADS ONCE A UNPAVED ACCESS ROADS ONCE A UNPAVED ACCESS ROADS ONCE A ACCESS ROADS ONCE A ACCESS ROADS ONCE A ROADS ONCE A ROADS ONCE A ONCE A ONCE A A A WEEK OR MORE FREQUENTLY AS NEEDED WITH A WATER ADDITIVE TO SUPPRESS FUGITIVE SEDIMENT AND DUST. 4. DEBRIS AND OTHER MATERIALS. MINIMIZE THE EXPOSURE OF CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, DEBRIS AND OTHER MATERIALS. MINIMIZE THE EXPOSURE OF CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, AND OTHER MATERIALS. MINIMIZE THE EXPOSURE OF CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, AND OTHER MATERIALS. MINIMIZE THE EXPOSURE OF CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, OTHER MATERIALS. MINIMIZE THE EXPOSURE OF CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, OTHER MATERIALS. MINIMIZE THE EXPOSURE OF CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, MATERIALS. MINIMIZE THE EXPOSURE OF CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, MATERIALS. MINIMIZE THE EXPOSURE OF CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, . MINIMIZE THE EXPOSURE OF CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, MINIMIZE THE EXPOSURE OF CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, MINIMIZE THE EXPOSURE OF CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, THE EXPOSURE OF CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, THE EXPOSURE OF CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, EXPOSURE OF CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, EXPOSURE OF CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, OF CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, OF CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, CONSTRUCTION DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, DEBRIS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, BUILDING AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, AND LANDSCAPING MATERIALS, TRASH, FERTILIZERS, LANDSCAPING MATERIALS, TRASH, FERTILIZERS, LANDSCAPING MATERIALS, TRASH, FERTILIZERS, MATERIALS, TRASH, FERTILIZERS, MATERIALS, TRASH, FERTILIZERS, TRASH, FERTILIZERS, TRASH, FERTILIZERS, FERTILIZERS, FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE AND OTHER MATERIALS TO PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS HERBICIDES, DETERGENTS, SANITARY WASTE AND OTHER MATERIALS TO PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS HERBICIDES, DETERGENTS, SANITARY WASTE AND OTHER MATERIALS TO PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS DETERGENTS, SANITARY WASTE AND OTHER MATERIALS TO PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS DETERGENTS, SANITARY WASTE AND OTHER MATERIALS TO PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS SANITARY WASTE AND OTHER MATERIALS TO PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS SANITARY WASTE AND OTHER MATERIALS TO PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS WASTE AND OTHER MATERIALS TO PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS WASTE AND OTHER MATERIALS TO PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS AND OTHER MATERIALS TO PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS AND OTHER MATERIALS TO PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS OTHER MATERIALS TO PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS OTHER MATERIALS TO PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS MATERIALS TO PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS MATERIALS TO PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS TO PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS TO PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS PRECIPITATION AND STORMWATER RUNOFF. THESE MATERIALS AND STORMWATER RUNOFF. THESE MATERIALS AND STORMWATER RUNOFF. THESE MATERIALS STORMWATER RUNOFF. THESE MATERIALS STORMWATER RUNOFF. THESE MATERIALS RUNOFF. THESE MATERIALS RUNOFF. THESE MATERIALS THESE MATERIALS THESE MATERIALS MATERIALS MATERIALS MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE. 5. EXCAVATION DE-WATERING. EXCAVATION DE-WATERING IS THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND EXCAVATION DE-WATERING. EXCAVATION DE-WATERING IS THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND DE-WATERING. EXCAVATION DE-WATERING IS THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND DE-WATERING. EXCAVATION DE-WATERING IS THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND . EXCAVATION DE-WATERING IS THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND EXCAVATION DE-WATERING IS THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND EXCAVATION DE-WATERING IS THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND DE-WATERING IS THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND DE-WATERING IS THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND IS THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND IS THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, AND FOUNDATIONS, COFFER DAMS, PONDS, AND FOUNDATIONS, COFFER DAMS, PONDS, AND COFFER DAMS, PONDS, AND COFFER DAMS, PONDS, AND DAMS, PONDS, AND DAMS, PONDS, AND PONDS, AND PONDS, AND AND AND OTHER AREAS WITHIN THE CONSTRUCTION AREA THAT RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED AREAS WITHIN THE CONSTRUCTION AREA THAT RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED AREAS WITHIN THE CONSTRUCTION AREA THAT RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED WITHIN THE CONSTRUCTION AREA THAT RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED WITHIN THE CONSTRUCTION AREA THAT RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED THE CONSTRUCTION AREA THAT RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED THE CONSTRUCTION AREA THAT RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED CONSTRUCTION AREA THAT RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED CONSTRUCTION AREA THAT RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED AREA THAT RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED AREA THAT RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED THAT RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED THAT RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED MOST CASES THE COLLECTED WATER IS HEAVILY SILTED MOST CASES THE COLLECTED WATER IS HEAVILY SILTED CASES THE COLLECTED WATER IS HEAVILY SILTED CASES THE COLLECTED WATER IS HEAVILY SILTED THE COLLECTED WATER IS HEAVILY SILTED THE COLLECTED WATER IS HEAVILY SILTED COLLECTED WATER IS HEAVILY SILTED COLLECTED WATER IS HEAVILY SILTED WATER IS HEAVILY SILTED WATER IS HEAVILY SILTED IS HEAVILY SILTED IS HEAVILY SILTED HEAVILY SILTED HEAVILY SILTED SILTED SILTED AND HINDERS CORRECT AND SAFE CONSTRUCTION PRACTICES. THE COLLECTED WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY HINDERS CORRECT AND SAFE CONSTRUCTION PRACTICES. THE COLLECTED WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY HINDERS CORRECT AND SAFE CONSTRUCTION PRACTICES. THE COLLECTED WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY CORRECT AND SAFE CONSTRUCTION PRACTICES. THE COLLECTED WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY CORRECT AND SAFE CONSTRUCTION PRACTICES. THE COLLECTED WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY AND SAFE CONSTRUCTION PRACTICES. THE COLLECTED WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY AND SAFE CONSTRUCTION PRACTICES. THE COLLECTED WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY SAFE CONSTRUCTION PRACTICES. THE COLLECTED WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY SAFE CONSTRUCTION PRACTICES. THE COLLECTED WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY CONSTRUCTION PRACTICES. THE COLLECTED WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY CONSTRUCTION PRACTICES. THE COLLECTED WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY PRACTICES. THE COLLECTED WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY PRACTICES. THE COLLECTED WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY THE COLLECTED WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY THE COLLECTED WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY COLLECTED WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY COLLECTED WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY WATER REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY FROM THE PONDED AREA, EITHER THROUGH GRAVITY FROM THE PONDED AREA, EITHER THROUGH GRAVITY THE PONDED AREA, EITHER THROUGH GRAVITY THE PONDED AREA, EITHER THROUGH GRAVITY PONDED AREA, EITHER THROUGH GRAVITY PONDED AREA, EITHER THROUGH GRAVITY AREA, EITHER THROUGH GRAVITY AREA, EITHER THROUGH GRAVITY EITHER THROUGH GRAVITY EITHER THROUGH GRAVITY THROUGH GRAVITY THROUGH GRAVITY GRAVITY GRAVITY OR PUMPING, MUST BE SPREAD THROUGH NATURAL WOODED BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE PUMPING, MUST BE SPREAD THROUGH NATURAL WOODED BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE PUMPING, MUST BE SPREAD THROUGH NATURAL WOODED BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE MUST BE SPREAD THROUGH NATURAL WOODED BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE MUST BE SPREAD THROUGH NATURAL WOODED BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE BE SPREAD THROUGH NATURAL WOODED BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE BE SPREAD THROUGH NATURAL WOODED BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE SPREAD THROUGH NATURAL WOODED BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE SPREAD THROUGH NATURAL WOODED BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE THROUGH NATURAL WOODED BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE THROUGH NATURAL WOODED BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE NATURAL WOODED BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE NATURAL WOODED BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE WOODED BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE WOODED BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE ARE SPECIFICALLY DESIGNED TO COLLECT THE ARE SPECIFICALLY DESIGNED TO COLLECT THE SPECIFICALLY DESIGNED TO COLLECT THE SPECIFICALLY DESIGNED TO COLLECT THE DESIGNED TO COLLECT THE DESIGNED TO COLLECT THE TO COLLECT THE TO COLLECT THE COLLECT THE COLLECT THE THE THE MAXIMUM AMOUNT OF SEDIMENT POSSIBLE, LIKE A COFFERDAM SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED AMOUNT OF SEDIMENT POSSIBLE, LIKE A COFFERDAM SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED AMOUNT OF SEDIMENT POSSIBLE, LIKE A COFFERDAM SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED OF SEDIMENT POSSIBLE, LIKE A COFFERDAM SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED OF SEDIMENT POSSIBLE, LIKE A COFFERDAM SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED SEDIMENT POSSIBLE, LIKE A COFFERDAM SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED SEDIMENT POSSIBLE, LIKE A COFFERDAM SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED POSSIBLE, LIKE A COFFERDAM SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED POSSIBLE, LIKE A COFFERDAM SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED LIKE A COFFERDAM SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED LIKE A COFFERDAM SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED A COFFERDAM SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED A COFFERDAM SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED COFFERDAM SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED COFFERDAM SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED ALLOWING THE WATER TO FLOW OVER DISTURBED ALLOWING THE WATER TO FLOW OVER DISTURBED THE WATER TO FLOW OVER DISTURBED THE WATER TO FLOW OVER DISTURBED WATER TO FLOW OVER DISTURBED WATER TO FLOW OVER DISTURBED TO FLOW OVER DISTURBED TO FLOW OVER DISTURBED FLOW OVER DISTURBED FLOW OVER DISTURBED OVER DISTURBED OVER DISTURBED DISTURBED DISTURBED AREAS OF THE SITE. EQUIVALENT MEASURES MAY BE TAKEN IF APPROVED BY THE DEPARTMENT. 6. AUTHORIZED NON-STORMWATER DISCHARGES. IDENTIFY AND PREVENT CONTAMINATION BY NON-STORMWATER DISCHARGES. WHERE ALLOWED AUTHORIZED NON-STORMWATER DISCHARGES. IDENTIFY AND PREVENT CONTAMINATION BY NON-STORMWATER DISCHARGES. WHERE ALLOWED NON-STORMWATER DISCHARGES. IDENTIFY AND PREVENT CONTAMINATION BY NON-STORMWATER DISCHARGES. WHERE ALLOWED NON-STORMWATER DISCHARGES. IDENTIFY AND PREVENT CONTAMINATION BY NON-STORMWATER DISCHARGES. WHERE ALLOWED DISCHARGES. IDENTIFY AND PREVENT CONTAMINATION BY NON-STORMWATER DISCHARGES. WHERE ALLOWED DISCHARGES. IDENTIFY AND PREVENT CONTAMINATION BY NON-STORMWATER DISCHARGES. WHERE ALLOWED . IDENTIFY AND PREVENT CONTAMINATION BY NON-STORMWATER DISCHARGES. WHERE ALLOWED IDENTIFY AND PREVENT CONTAMINATION BY NON-STORMWATER DISCHARGES. WHERE ALLOWED IDENTIFY AND PREVENT CONTAMINATION BY NON-STORMWATER DISCHARGES. WHERE ALLOWED AND PREVENT CONTAMINATION BY NON-STORMWATER DISCHARGES. WHERE ALLOWED AND PREVENT CONTAMINATION BY NON-STORMWATER DISCHARGES. WHERE ALLOWED PREVENT CONTAMINATION BY NON-STORMWATER DISCHARGES. WHERE ALLOWED PREVENT CONTAMINATION BY NON-STORMWATER DISCHARGES. WHERE ALLOWED CONTAMINATION BY NON-STORMWATER DISCHARGES. WHERE ALLOWED CONTAMINATION BY NON-STORMWATER DISCHARGES. WHERE ALLOWED BY NON-STORMWATER DISCHARGES. WHERE ALLOWED BY NON-STORMWATER DISCHARGES. WHERE ALLOWED NON-STORMWATER DISCHARGES. WHERE ALLOWED NON-STORMWATER DISCHARGES. WHERE ALLOWED DISCHARGES. WHERE ALLOWED DISCHARGES. WHERE ALLOWED WHERE ALLOWED WHERE ALLOWED ALLOWED ALLOWED NON-STORMWATER DISCHARGES EXIST, THEY MUST BE IDENTIFIED AND STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE DISCHARGES EXIST, THEY MUST BE IDENTIFIED AND STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE DISCHARGES EXIST, THEY MUST BE IDENTIFIED AND STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE EXIST, THEY MUST BE IDENTIFIED AND STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE EXIST, THEY MUST BE IDENTIFIED AND STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE THEY MUST BE IDENTIFIED AND STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE THEY MUST BE IDENTIFIED AND STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE MUST BE IDENTIFIED AND STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE MUST BE IDENTIFIED AND STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE BE IDENTIFIED AND STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE BE IDENTIFIED AND STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE IDENTIFIED AND STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE IDENTIFIED AND STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE AND STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE AND STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE BE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE TAKEN TO ENSURE THE IMPLEMENTATION OF APPROPRIATE TO ENSURE THE IMPLEMENTATION OF APPROPRIATE TO ENSURE THE IMPLEMENTATION OF APPROPRIATE ENSURE THE IMPLEMENTATION OF APPROPRIATE ENSURE THE IMPLEMENTATION OF APPROPRIATE THE IMPLEMENTATION OF APPROPRIATE THE IMPLEMENTATION OF APPROPRIATE IMPLEMENTATION OF APPROPRIATE IMPLEMENTATION OF APPROPRIATE OF APPROPRIATE OF APPROPRIATE APPROPRIATE APPROPRIATE POLLUTION PREVENTION MEASURES FOR THE NON-STORMWATER COMPONENT(S) OF THE DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES PREVENTION MEASURES FOR THE NON-STORMWATER COMPONENT(S) OF THE DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES PREVENTION MEASURES FOR THE NON-STORMWATER COMPONENT(S) OF THE DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES MEASURES FOR THE NON-STORMWATER COMPONENT(S) OF THE DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES MEASURES FOR THE NON-STORMWATER COMPONENT(S) OF THE DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES FOR THE NON-STORMWATER COMPONENT(S) OF THE DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES FOR THE NON-STORMWATER COMPONENT(S) OF THE DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES THE NON-STORMWATER COMPONENT(S) OF THE DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES THE NON-STORMWATER COMPONENT(S) OF THE DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES NON-STORMWATER COMPONENT(S) OF THE DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES NON-STORMWATER COMPONENT(S) OF THE DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES COMPONENT(S) OF THE DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES COMPONENT(S) OF THE DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES OF THE DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES OF THE DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES THE DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES THE DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES DISCHARGE. AUTHORIZED NON-STORMWATER DISCHARGES AUTHORIZED NON-STORMWATER DISCHARGES AUTHORIZED NON-STORMWATER DISCHARGES NON-STORMWATER DISCHARGES NON-STORMWATER DISCHARGES DISCHARGES DISCHARGES ARE: A. DISCHARGES FROM FIREFIGHTING ACTIVITY; DISCHARGES FROM FIREFIGHTING ACTIVITY; B. FIRE HYDRANT FLUSHINGS; FIRE HYDRANT FLUSHINGS; C. VEHICLE WASHWATER IF DETERGENTS ARE NOT USED AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND VEHICLE WASHWATER IF DETERGENTS ARE NOT USED AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND WASHWATER IF DETERGENTS ARE NOT USED AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND WASHWATER IF DETERGENTS ARE NOT USED AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND IF DETERGENTS ARE NOT USED AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND IF DETERGENTS ARE NOT USED AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND DETERGENTS ARE NOT USED AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND DETERGENTS ARE NOT USED AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND ARE NOT USED AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND ARE NOT USED AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND NOT USED AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND NOT USED AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND USED AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND USED AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND TO THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND THE EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND EXTERIOR OF VEHICLES (ENGINE, UNDERCARRIAGE AND OF VEHICLES (ENGINE, UNDERCARRIAGE AND OF VEHICLES (ENGINE, UNDERCARRIAGE AND VEHICLES (ENGINE, UNDERCARRIAGE AND VEHICLES (ENGINE, UNDERCARRIAGE AND (ENGINE, UNDERCARRIAGE AND (ENGINE, UNDERCARRIAGE AND UNDERCARRIAGE AND UNDERCARRIAGE AND AND AND TRANSMISSION WASHING IS PROHIBITED); D. DUST CONTROL RUNOFF IN ACCORDANCE WITH PERMIT CONDITIONS; DUST CONTROL RUNOFF IN ACCORDANCE WITH PERMIT CONDITIONS; E. ROUTINE EXTERNAL BUILDING WASHDOWN, NOT INCLUDING SURFACE PAINT REMOVAL, THAT DOES NOT INVOLVE DETERGENTS; ROUTINE EXTERNAL BUILDING WASHDOWN, NOT INCLUDING SURFACE PAINT REMOVAL, THAT DOES NOT INVOLVE DETERGENTS; F. PAVEMENT WASHWATER (WHERE SPILLS/LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD PAVEMENT WASHWATER (WHERE SPILLS/LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD WASHWATER (WHERE SPILLS/LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD WASHWATER (WHERE SPILLS/LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD (WHERE SPILLS/LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD (WHERE SPILLS/LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD SPILLS/LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD SPILLS/LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD OR HAZARDOUS MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD OR HAZARDOUS MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD HAZARDOUS MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD HAZARDOUS MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD HAVE NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD NOT OCCURRED, UNLESS ALL SPILLED MATERIAL HAD OCCURRED, UNLESS ALL SPILLED MATERIAL HAD OCCURRED, UNLESS ALL SPILLED MATERIAL HAD UNLESS ALL SPILLED MATERIAL HAD UNLESS ALL SPILLED MATERIAL HAD ALL SPILLED MATERIAL HAD ALL SPILLED MATERIAL HAD SPILLED MATERIAL HAD SPILLED MATERIAL HAD MATERIAL HAD MATERIAL HAD HAD HAD BEEN REMOVED) IF DETERGENTS ARE NOT USED; G. UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATE; UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATE; H. UNCONTAMINATED GROUNDWATER OR SPRING WATER; UNCONTAMINATED GROUNDWATER OR SPRING WATER; I. FOUNDATION OR FOOTER DRAIN-WATER WHERE FLOWS ARE NOT CONTAMINATED; FOUNDATION OR FOOTER DRAIN-WATER WHERE FLOWS ARE NOT CONTAMINATED; J. UNCONTAMINATED EXCAVATION DEWATERING; UNCONTAMINATED EXCAVATION DEWATERING; K. POTABLE WATER SOURCES INCLUDING WATERLINE FLUSHINGS; AND POTABLE WATER SOURCES INCLUDING WATERLINE FLUSHINGS; AND L. LANDSCAPE IRRIGATION. LANDSCAPE IRRIGATION. 7. UNAUTHORIZED NON-STORMWATER DISCHARGES. THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE UNAUTHORIZED NON-STORMWATER DISCHARGES. THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE NON-STORMWATER DISCHARGES. THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE NON-STORMWATER DISCHARGES. THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE DISCHARGES. THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE DISCHARGES. THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE . THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE APPROVAL DOES NOT AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE APPROVAL DOES NOT AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE DOES NOT AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE DOES NOT AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE NOT AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE NOT AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE AUTHORIZE A DISCHARGE THAT IS MIXED WITH A SOURCE A DISCHARGE THAT IS MIXED WITH A SOURCE A DISCHARGE THAT IS MIXED WITH A SOURCE DISCHARGE THAT IS MIXED WITH A SOURCE DISCHARGE THAT IS MIXED WITH A SOURCE THAT IS MIXED WITH A SOURCE THAT IS MIXED WITH A SOURCE IS MIXED WITH A SOURCE IS MIXED WITH A SOURCE MIXED WITH A SOURCE MIXED WITH A SOURCE WITH A SOURCE WITH A SOURCE A SOURCE A SOURCE SOURCE SOURCE OF NON-STORMWATER, OTHER THAN THOSE DISCHARGES. SPECIFICALLY, THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE NON-STORMWATER, OTHER THAN THOSE DISCHARGES. SPECIFICALLY, THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE NON-STORMWATER, OTHER THAN THOSE DISCHARGES. SPECIFICALLY, THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE OTHER THAN THOSE DISCHARGES. SPECIFICALLY, THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE OTHER THAN THOSE DISCHARGES. SPECIFICALLY, THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE THAN THOSE DISCHARGES. SPECIFICALLY, THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE THAN THOSE DISCHARGES. SPECIFICALLY, THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE THOSE DISCHARGES. SPECIFICALLY, THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE THOSE DISCHARGES. SPECIFICALLY, THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE DISCHARGES. SPECIFICALLY, THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE DISCHARGES. SPECIFICALLY, THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE SPECIFICALLY, THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE SPECIFICALLY, THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE DEPARTMENT'S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE DOES NOT AUTHORIZE DISCHARGES OF THE DOES NOT AUTHORIZE DISCHARGES OF THE NOT AUTHORIZE DISCHARGES OF THE NOT AUTHORIZE DISCHARGES OF THE AUTHORIZE DISCHARGES OF THE AUTHORIZE DISCHARGES OF THE DISCHARGES OF THE DISCHARGES OF THE OF THE OF THE THE THE FOLLOWING: A. WASTEWATER FROM THE WASHOUT OR CLEAN OUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER WASTEWATER FROM THE WASHOUT OR CLEAN OUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER FROM THE WASHOUT OR CLEAN OUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER FROM THE WASHOUT OR CLEAN OUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER THE WASHOUT OR CLEAN OUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER THE WASHOUT OR CLEAN OUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER WASHOUT OR CLEAN OUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER WASHOUT OR CLEAN OUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER OR CLEAN OUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER OR CLEAN OUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER CLEAN OUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER CLEAN OUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER OUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER OUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER PAINT, FORM RELEASE OILS, CURING COMPOUNDS OR OTHER FORM RELEASE OILS, CURING COMPOUNDS OR OTHER FORM RELEASE OILS, CURING COMPOUNDS OR OTHER RELEASE OILS, CURING COMPOUNDS OR OTHER RELEASE OILS, CURING COMPOUNDS OR OTHER OILS, CURING COMPOUNDS OR OTHER OILS, CURING COMPOUNDS OR OTHER CURING COMPOUNDS OR OTHER CURING COMPOUNDS OR OTHER COMPOUNDS OR OTHER COMPOUNDS OR OTHER OR OTHER OR OTHER OTHER OTHER CONSTRUCTION MATERIALS; B. FUELS, OILS OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE; FUELS, OILS OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE; C. SOAPS, SOLVENTS, OR DETERGENTS USED IN VEHICLE AND EQUIPMENT WASHING; AND SOAPS, SOLVENTS, OR DETERGENTS USED IN VEHICLE AND EQUIPMENT WASHING; AND D. TOXIC OR HAZARDOUS SUBSTANCES FROM A SPILL OR OTHER RELEASE.TOXIC OR HAZARDOUS SUBSTANCES FROM A SPILL OR OTHER RELEASE.
AutoCAD SHX Text
THE WINTER CONSTRUCTION PERIOD IS FROM OCTOBER 1 THROUGH APRIL 15. IF THE CONSTRUCTION SITE IS NOT STABILIZED WITH PAVEMENT, A ROAD GRAVEL BASE, 75% MATURE VEGETATION COVER OR RIPRAP BY NOVEMBER 15 THEN THE SITE NEEDS TO BE PROTECTED WITH OVER-WINTER STABILIZATION. AN AREA CONSIDERED OPEN IS ANY AREA NOT STABILIZED WITH PAVEMENT, VEGETATION, MULCHING, EROSION CONTROL MATS, RIPRAP OR GRAVEL BASE ON A ROAD. LIMIT THE EXPOSED AREA TO THOSE AREAS IN WHICH WORK IS EXPECTED TO BE UNDER TAKEN DURING THE PROCEEDING 15 DAYS AND THAT CAN BE MULCHED IN ONE DAY PRIOR TO ANY SNOW EVENT. ALL AREAS SHALL BE CONSIDERED TO BE DENUDED UNTIL THE SUBBASE GRAVEL IS INSTALLED IN ROADWAY AREAS OR THE AREAS OF FUTURE LOAM AND SEED HAVE BEEN LOAMED, SEEDED AND MULCHED. HAY AND STRAW MULCH RATE SHALL BE A MINIMUM OF 150 LBS./1,000 S.F. (3 TONS/ACRE) AND SHALL BE PROPERLY ANCHORED. THE CONTRACTOR MUST INSTALL ANY ADDED MEASURES WHICH MAY BE NECESSARY TO CONTROL EROSION/SEDIMENTATION FROM THE SITE DEPENDENT UPON THE ACTUAL SITE AND WEATHER CONDITIONS. CONTINUATION OF EARTHWORK OPERATIONS ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED, IN ORDER TO MINIMIZE AREAS WITHOUT EROSION CONTROL PROTECTION. 1. SOIL STOCKPILES STOCKPILES OF SOIL OR SUBSOIL WILL BE MULCHED FOR OVER WINTER PROTECTION WITH HAY OR STRAW AT TWICE THE NORMAL RATE OR AT 150 LBS/1,000 S.F. (3 TONS PER ACRE) OR WITH A FOUR-INCH LAYER OF WOOD WASTE EROSION CONTROL MIX. THIS WILL BE DONE WITHIN 24 HOURS OF STOCKING AND RE-ESTABLISHED PRIOR TO ANY RAINFALL OR SNOWFALL. ANY SOIL STOCKPILE WILL NOT BE PLACED (EVEN COVERED WITH HAY OR STRAW) WITHIN 100 FEET FROM ANY NATURAL RESOURCES. 2. NATURAL RESOURCES PROTECTION ANY AREAS WITHIN 100 FEET FROM ANY NATURAL RESOURCES, IF NOT STABILIZED WITH A MINIMUM OF 75% MATURE VEGETATION CATCH, SHALL BE MULCHED BY DECEMBER 1 AND ANCHORED WITH PLASTIC NETTING OR PROTECTED WITH EROSION CONTROL MATS. DURING WINTER CONSTRUCTION, A DOUBLE LINE OF SEDIMENT BARRIERS (I.E. SILT FENCE BACKED WITH HAY BALES OR EROSION CONTROL MIX) WILL BE PLACED BETWEEN ANY NATURAL RESOURCE AND THE DISTURBED AREA. PROJECTS CROSSING THE NATURAL RESOURCE SHALL BE PROTECTED A MINIMUM DISTANCE OF 100 FEET ON EITHER SIDE FROM THE RESOURCE. EXISTING PROJECTS NOT STABILIZED BY DECEMBER 1 SHALL BE PROTECTED WITH THE SECOND LINE OF SEDIMENT BARRIER TO ENSURE FUNCTIONALITY DURING THE SPRING THAW AND RAINS. 3. SEDIMENT BARRIERS DURING FROZEN CONDITIONS, SEDIMENT BARRIERS SHALL CONSIST OF WOOD WASTE FILTER BERMS AS FROZEN SOIL PREVENTS THE PROPER INSTALLATION OF HAY BALES AND SEDIMENT SILT FENCES. 4. MULCHING ALL AREA SHALL BE CONSIDERED TO BE DENUDED UNTIL AREAS OF FUTURE LOAM AND SEED HAVE BEEN LOAMED, SEEDED AND MULCHED. HAY AND STRAW MULCH SHALL BE APPLIED AT A RATE OF 150 LB. PER 1.000 SQUARE FEET OR 3 TONS/ACRE (TWICE THE NORMAL ACCEPTED RATE OF 75-LBS./1,000 S.F. OR 1.5 TONS/ACRE) AND SHALL BE PROPERLY ANCHORED. MULCH SHALL NOT BE SPREAD ON TOP OF SNOW. THE SNOW WILL BE REMOVED DOWN TO A ONE-INCH DEPTH OR LESS PRIOR TO APPLICATION. AFTER EACH DAY OF FINAL GRADING, THE AREA WILL BE PROPERLY STABILIZED WITH ANCHORED HAY OR STRAW OR EROSION CONTROL MATTING. AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MULCHED WITH STRAW OR HAY AT A RATE OF 150 LB. PER 1.000 SQUARE FEET (3TONS/ACRE) AND ADEQUATELY ANCHORED THAT GROUND SURFACE IS NOT VISIBLE THOUGH THE MULCH. BETWEEN THE DATES OF SEPTEMBER 1 AND APRIL 15, ALL MULCH SHALL BE ANCHORED BY EITHER PEG LINE, MULCH NETTING, ASPHALT EMULSION CHEMICAL, TRACK OR WOOD CELLULOSE FIBER. WHEN GROUND SURFACE IS NOT VISIBLE THOUGH THE MULCH THEN COVER IS SUFFICIENT. AFTER NOVEMBER 1ST, MULCH AND ANCHORING OF ALL BARE SOIL SHALL OCCUR AT THE END OF EACH FINAL GRADING WORK DAY. 5. MULCHING ON SLOPES AND DITCHES SLOPES SHALL NOT BE LEFT EXPOSED FOR ANY EXTENDED TIME OF WORK SUSPENSION UNLESS FULLY MULCHED AND ANCHORED WITH PEG AND NETTING OR WITH EROSION CONTROL BLANKETS. MULCHING SHALL BE APPLIED AT A RATE OF 230 LBS/1,000 S.F. ON ALL SLOPES GREATER THAN 8%. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPES EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 5%. EROSION CONTROL BLANKETS SHALL BE USED IN LIEU OF MULCH IN ALL DRAINAGE WAYS WITH SLOPES 8%. EROSION CONTROL MIX CAN BE USED TO SUBSTITUTE EROSION CONTROL BLANKETS ON ALL SLOPES EXCEPT DITCHES. 6. SEEDING BETWEEN THE DATES OF OCTOBER 15 AND APRIL 1ST, LOAM OR SEED WILL NOT BE REQUIRED. DURING PERIODS OF ABOVE FREEZING TEMPERATURES FINISHED AREAS SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCH OR TEMPORARILY SEEDED AND MULCHED UNTIL SUCH TIME AS THE FINAL TREATMENT CAN BE APPLIED. IF THE DATE IS AFTER NOVEMBER 1ST AND IF THE EXPOSED AREA HAS BEEN LOOMED, FINAL GRADED WITH A UNIFORM SURFACE, THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 3 TIMES HIGHER THAN SPECIFIED FOR PERMANENT SEED AND THEN MULCHED. DORMANT SEEDING MAY BE SELECTED TO BE PLACED PRIOR TO THE PLACEMENT OF MULCH AND FABRIC NETTING ANCHORED WITH STAPLES. IF DORMANT SEEDING IS USED FOR THE SITE, ALL DISTURBED AREAS SHALL RECEIVE 4' OF LOAM AND SEED AT AN APPLICATION RATE OF 5LBS/1000 S.F. ALL AREAS SEEDED DURING THE WINTER WILL BE INSPECTED IN THE SPRING FOR ADEQUATE CATCH. ALL AREAS SUFFICIENTLY VEGETATED (LESS THAN 75% CATCH) SHALL BE REVEGETATED BY REPLACING LOAM, SEED AND MULCH. IF DORMANT SEEDING IS NOT USED FOR THE SITE, ALL DISTURBED AREAS SHALL BE REVEGETATED IN THE SPRING. SEED TYPE SHALL BE WINTER RYE. 7. INSPECTION AND MONITORING MAINTENANCE MEASURES SHALL BE APPLIED AS NEEDED DURING THE ENTIRE CONSTRUCTION SEASON. AT A MINIMUM, AFTER EACH RAINFALL, SNOW STORM OR PERIOD OF THAWING AND RUNOFF, THE SITE CONTRACTOR SHALL PERFORM A VISUAL INSPECTION OF ALL INSTALLED EROSION CONTROL MEASURES AND PERFORM REPAIRS AS NEEDED TO INSURE THEIR CONTINUOUS FUNCTION. FOLLOWING THE TEMPORARY AND OR FINAL SEEDING AND MULCHING, THE CONTRACTOR SHALL IN THE SPRING INSPECT AND REPAIR ANY DAMAGES AND/ OR UNESTABLISHED SPOTS. ESTABLISHED VEGETATIVE COVER MEANS A MINIMUM OF 90% OF AREAS VEGETATED WITH VIGOROUS GROWTH. STANDARDS FOR TIMELY STABILIZATION OF CONSTRUCTION SITES DURING WINTER 1. STANDARD FOR THE TIMELY STABILIZATION OF DITCHES AND CHANNELS -- THE APPLICANT WILL CONSTRUCT AND STABILIZE ALL STONE-LINED DITCHES AND CHANNELS ON THE SITE BY NOVEMBER 15. THE APPLICANT WILL CONSTRUCT AND STABILIZE ALL GRASS-LINED DITCHES AND CHANNELS ON THE SITE BY SEPTEMBER 15. IF THE APPLICANT FAILS TO STABILIZE A DITCH OR CHANNEL TO BE GRASS-LINED BY SEPTEMBER 15, THEN THE APPLICANT WILL TAKE ONE OF THE FOLLOWING ACTIONS TO STABILIZE THE DITCH FOR LATE FALL AND WINTER. INSTALL A SOD LINING IN THE DITCH -- THE APPLICANT WILL LINE THE DITCH WITH PROPERLY INSTALLED SOD BY OCTOBER 1. PROPER INSTALLATION -- THE APPLICANT WILL LINE THE DITCH WITH PROPERLY INSTALLED SOD BY OCTOBER 1. PROPER INSTALLATION INCLUDES THE APPLICANT PINNING THE SOD ONTO THE SOIL WITH WIRE PINS, ROLLING THE SOD TO GUARANTEE CONTACT BETWEEN THE SOD AND UNDERLYING SOIL, WATERING THE SOD TO PROMOTE ROOT GROWTH INTO THE DISTURBED SOIL, AND ANCHORING THE SOD WITH JUTE OR PLASTIC MESH TO PREVENT THE SOD STRIPS FROM SLOUGHING DURING FLOW CONDITIONS. INSTALL A STONE LINING IN THE DITCH --THE APPLICANT WILL LINE THE DITCH WITH STONE RIPRAP BY NOVEMBER 15. THE APPLICANT WILL HIRE A --THE APPLICANT WILL LINE THE DITCH WITH STONE RIPRAP BY NOVEMBER 15. THE APPLICANT WILL HIRE A REGISTERED PROFESSIONAL ENGINEER TO DETERMINE THE STONE SIZE AND LINING THICKNESS NEEDED TO WITHSTAND THE ANTICIPATED FLOW VELOCITIES AND FLOW DEPTHS WITHIN THE DITCH. IF NECESSARY, THE APPLICANT WILL REGRADE THE DITCH PRIOR TO PLACING THE STONE LINING SO TO PREVENT THE STONE LINING FROM REDUCING THE DITCH'S CROSS-SECTIONAL AREA. 2. STANDARD FOR THE TIMELY STABILIZATION OF DISTURBED SLOPES -- THE APPLICANT WILL CONSTRUCT AND STABILIZE STONE-COVERED SLOPES BY NOVEMBER 15. THE APPLICANT WILL SEED AND MULCH ALL SLOPES TO BE VEGETATED BY SEPTEMBER 15. THE DEPARTMENT WILL CONSIDER ANY AREA HAVING A GRADE GREATER THAN 15% (10H:1V) TO BE A SLOPE. IF THE APPLICANT FAILS TO STABILIZE ANY SLOPE TO BE VEGETATED BY SEPTEMBER 15, THEN THE APPLICANT WILL TAKE ONE OF THE FOLLOWING ACTIONS TO STABILIZE THE SLOPE FOR LATE FALL AND WINTER. STABILIZE THE SOIL WITH TEMPORARY VEGETATION AND EROSION CONTROL MATS -- BY OCTOBER 1 THE APPLICANT WILL SEED THE DISTURBED SLOPE -- BY OCTOBER 1 THE APPLICANT WILL SEED THE DISTURBED SLOPE WITH WINTER RYE AT A SEEDING RATE OF 3 POUNDS PER 1000 SQUARE FEET AND APPLY EROSION CONTROL MATS OVER THE MULCHED SLOPE. THE APPLICANT WILL MONITOR GROWTH OF THE RYE OVER THE NEXT 30 DAYS. IF THE RYE FAILS TO GROW AT LEAST THREE INCHES OR COVER AT LEAST 75% OF THE DISTURBED SLOPE BY NOVEMBER 1, THEN THE APPLICANT WILL COVER THE SLOPE WITH A LAYER OF WOOD WASTE COMPOST AS DESCRIBED IN ITEM III OF THIS CONDITION OR WITH STONE RIPRAP AS DESCRIBED IN ITEM IV OF THIS CONDITION. STABILIZE THE SLOPE WITH SOD -- THE APPLICANT WILL STABILIZE THE DISTURBED SLOPE WITH PROPERLY INSTALLED SOD BY OCTOBER 1. PROPER -- THE APPLICANT WILL STABILIZE THE DISTURBED SLOPE WITH PROPERLY INSTALLED SOD BY OCTOBER 1. PROPER INSTALLATION INCLUDES THE APPLICANT PINNING THE SOD ONTO THE SLOPE WITH WIRE PINS, ROLLING THE SOD TO GUARANTEE CONTACT BETWEEN THE SOD AND UNDERLYING SOIL, AND WATERING THE SOD TO PROMOTE ROOT GROWTH INTO THE DISTURBED SOIL. THE APPLICANT WILL NOT USE LATE-SEASON SOD INSTALLATION TO STABILIZE SLOPES HAVING A GRADE GREATER THAN 33% (3H:1V). STABILIZE THE SLOPE WITH WOOD WASTE COMPOST -- THE APPLICANT WILL PLACE A SIX-INCH LAYER OF WOOD WASTE COMPOST ON THE SLOPE BY -- THE APPLICANT WILL PLACE A SIX-INCH LAYER OF WOOD WASTE COMPOST ON THE SLOPE BY NOVEMBER 15. PRIOR TO PLACING THE WOOD WASTE COMPOST, THE APPLICANT WILL REMOVE ANY SNOW ACCUMULATION ON THE DISTURBED SLOPE. THE APPLICANT WILL NOT USE WOOD WASTE COMPOST TO STABILIZE SLOPES HAVING GRADES GREATER THAN 50% (2H:1V) OR HAVING GROUNDWATER SEEPS ON THE SLOPE FACE. STABILIZE THE SLOPE WITH STONE RIPRAP -- THE APPLICANT WILL PLACE A LAYER OF STONE RIPRAP ON THE SLOPE BY NOVEMBER 15. THE -- THE APPLICANT WILL PLACE A LAYER OF STONE RIPRAP ON THE SLOPE BY NOVEMBER 15. THE APPLICANT WILL HIRE A REGISTERED PROFESSIONAL ENGINEER TO DETERMINE THE STONE SIZE NEEDED FOR STABILITY AND TO DESIGN A FILTER LAYER FOR UNDERNEATH THE RIPRAP. 3. STANDARD FOR THE TIMELY STABILIZATION OF DISTURBED SOILS -- BY SEPTEMBER 15 THE APPLICANT WILL SEED AND MULCH ALL DISTURBED SOILS ON AREAS HAVING A SLOPE LESS THAN 15%. IF THE APPLICANT FAILS TO STABILIZE THESE SOILS BY THIS DATE, THEN THE APPLICANT WILL TAKE ONE OF THE FOLLOWING ACTIONS TO STABILIZE THE SOIL FOR LATE FALL AND WINTER. STABILIZE THE SOIL WITH TEMPORARY VEGETATION -- BY OCTOBER 1 THE APPLICANT WILL SEED THE DISTURBED SOIL WITH WINTER RYE AT A SEEDING -- BY OCTOBER 1 THE APPLICANT WILL SEED THE DISTURBED SOIL WITH WINTER RYE AT A SEEDING RATE OF 3 POUNDS PER 1000 SQUARE FEET, LIGHTLY MULCH THE SEEDED SOIL WITH HAY OR STRAW AT 75 POUNDS PER 1000 SQUARE FEET, AND ANCHOR THE MULCH WITH PLASTIC NETTING. THE APPLICANT WILL MONITOR GROWTH OF THE RYE OVER THE NEXT 30 DAYS. IF THE RYE FAILS GROW AT LEAST THREE INCHES OR COVER AT LEAST 75% OF THE DISTURBED SOIL BEFORE NOVEMBER 15, THEN THE APPLICANT WILL MULCH THE AREA FOR OVER-WINTER PROTECTION AS DESCRIBED IN ITEM III OF THIS STANDARD. STABILIZE THE SOIL WITH SOD -- THE APPLICANT WILL STABILIZE THE DISTURBED SOIL WITH PROPERLY INSTALLED SOD BY OCTOBER 1. PROPER -- THE APPLICANT WILL STABILIZE THE DISTURBED SOIL WITH PROPERLY INSTALLED SOD BY OCTOBER 1. PROPER INSTALLATION INCLUDES THE APPLICANT PINNING THE SOD ONTO THE SOIL WITH WIRE PINS, ROLLING THE SOD TO GUARANTEE CONTACT BETWEEN THE SOD AND UNDERLYING SOIL, AND WATERING THE SOD TO PROMOTE ROOT GROWTH INTO THE DISTURBED SOIL. STABILIZE THE SOIL WITH MULCH -- BY NOVEMBER 15 THE APPLICANT WILL MULCH THE DISTURBED SOIL BY SPREADING HAY OR STRAW AT A RATE OF -- BY NOVEMBER 15 THE APPLICANT WILL MULCH THE DISTURBED SOIL BY SPREADING HAY OR STRAW AT A RATE OF AT LEAST 150 POUNDS PER 1000 SQUARE FEET ON THE AREA SO THAT NO SOIL IS VISIBLE THROUGH THE MULCH. PRIOR TO APPLYING THE MULCH, THE APPLICANT WILL REMOVE ANY SNOW ACCUMULATION ON THE DISTURBED AREA. IMMEDIATELY AFTER APPLYING THE MULCH, THE APPLICANT WILL ANCHOR THE MULCH WITH PLASTIC NETTING TO PREVENT WIND FROM MOVING THE MULCH OFF THE DISTURBED SOIL.
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%%UWINTER EROSION CONTROL MEASURES
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EROSION CONTROL NOTES
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BOSTON POST ROAD DEVELOPMENT
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PLEASANT STREET/LONE PINE LANE
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19102
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YARMOUTH, MAINE
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YARMOUTH DEVELOPMENT COMPANY LLC
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304 WILLEY POINT ROAD
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OAKLAND, MAINE 04963
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6
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10
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NTS
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FOR:
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OF:
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CAC
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RLM
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A
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RLM
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07-24-19
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PRELIMINARY SUBDIVISION APPLICATION
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RICHARD L. MEEK, PE 10668
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DESIGNED
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CHECKED
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PROJECT NO.
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SCALE
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SHEET
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OF
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THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION FROM SEBAGO TECHNICS, INC. ANY ALTERATIONS, AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO SEBAGO TECHNICS. INC.
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REV:
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BY:
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DATE:
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STATUS:
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75 John Roberts Rd. Suite 4A South Portland, ME 04106 Tel. 207-200-2100
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WWW.SEBAGOTECHNICS.COM
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07-24-19
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No. 10668
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E
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E
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RICHARD L.
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MEEK
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D
Page 7: N/F LONE PINE, LLC MAP 28 LOT 12CA 15329/133N/F MARK E ...27541806... · smh 1210 rim = 138.24' 4"x4" concrete monument found 12" above grade located top center (held) 6"x6" granite
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%%USTABILIZED CONSTRUCTION ENTRANCE
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NOT TO SCALE
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AND PUBLIC R.O.W.
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BETWEEN CONSTRUCTION ENTRANCE
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PROVIDE APPROPRIATE TRANSITION
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GROUND
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EXISTING
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PUBLIC RIGHT-OF-WAY
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%%UPLAN
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%%UPROFILE
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8" MIN.
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50' MIN.
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BELOW STONE
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FILTER FABRIC
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RIGHT-OF-WAY
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PUBLIC
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%%UFILTER BARRIER
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NOT TO SCALE
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SECTION B
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NATIVE SOIL
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SPACING
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6' MAX.
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POST
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COUPLER
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BACKFILL
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%%UTOP VIEW
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FABRIC
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FILTER
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SECTION A
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B
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POSTS
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SECTION A
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SECTION B
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A
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FLOW
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SF
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%%UFOR RESIDENTIAL LOTS
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%%UTYPICAL EROSION CONTROL MEASURES
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46
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SF
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ROADWAY
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SF
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46
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CMP
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INSTALLATION)
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(SEE DETAIL FOR
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DRAINAGE SWALE
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OUTLET OF CULVERT
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RIPRAP AT INLET &
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WALK
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48
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DRIVE
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SF
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50
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SF
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ALL DISTURBED AREAS
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& EROSION CONTROL PLAN
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ACCORDING TO SEDIMENT
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ARE TO BE REVEGETATED
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PATTERN
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STRUCTURE
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RESIDENTIAL
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SURFACE RUN-OFF
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AND SITE DISTURBANCE
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INSTALLATION)
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LIMIT OF CLEARING
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(SEE DETAIL FOR
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SILTATION FENCE
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TO REMAIN
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EXISTING WOOD LOT
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44
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PROPERTY LINE
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%%UEXISTING BASIN
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CONSTRUCTION.
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REPLACED DURING
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GRATE MAY BE
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CATCH BASIN
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INSTALLATION.
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CATCH BASIN
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FINISH GRADE
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EX. GRADE
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%%UNEW INSTALLATION
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TO FRAME & GRATE
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CATCH BASIN PRIOR
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SILTSACK PLACED IN
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PLACE SILTSACK
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IN EX. FRAME, EX.
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(FOR PAVED AREAS)
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%%USILT SACK PROTECTION
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%%UCATCH BASIN PROTECTION DETAIL
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NOT TO SCALE
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INSTALL CRUSHED
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STONE AROUND THE
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EDGE TO HOLD SACK
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IN PLACE
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50' R.O.W.
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%%UTYPICAL ROADWAY SECTION
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NOT TO SCALE
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SIDEWALK
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5'
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4" LOAM, SEED & MULCH
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3" MDOT 'A' AGGREGATE BASE
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SEE TYPICAL PAVEMENT SECTION
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2-1/2" 19.0mm BASE COURSE
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1-1/2" 9.5mm SURFACE COURSE
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24' PVMT. WIDTH
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3%%%
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1'
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12'
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3%%%
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12'
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ESPLANADE
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10'
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%%UTYPICAL PAVEMENT SECTION
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NOT TO SCALE
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1-1/2" HOT BITUMINOUS PAVING (9.5mm HMA SURFACE)
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2-1/2" HOT BITUMINOUS PAVING (19.0mm HMA BASE)
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BORROW COMPACTED TO 90% OF MAXIMUM DENSITY.
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BRING TO SUBGRADE AS REQUIRED W/ COMMON
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(M.D.O.T. spec. 703.06 (b), TYPE D)
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18" AGGREGATE SUBBASE COURSE- GRAVEL
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(M.D.O.T. spec. 703.06 (a), TYPE A)
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3" AGGREGATE BASE COURSE- CRUSHED
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%%UASPHALT TRANSITION
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NOT TO SCALE
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EXISTING PAVEMENT
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PAVEMENT OVERLAY.
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TO PLACEMENT OF
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APPLY TACK COAT PRIOR
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TO A DEPTH OF 2" AND
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MILL EXISTING PAVEMENT
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STRUCTURE
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(SEE TYPICAL ROAD SECTION)
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PROPOSED ROADWAY
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3'-0"
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SAW CUT AND APPLY
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TACK COAT (M.D.O.T.
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SPEC. SECTON 409)
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%%USIDEWALK TRANSITION
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NOT TO SCALE
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6'-0"
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WIDTH AS SHOWN ON PLANS
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SIDEWALK
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6'-0"
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1:12
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0.02
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WIDTH AS SHOWN ON PLANS
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CURB, OR CURB
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AND GUTTER
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ESPLANADE
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RAMP
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6'-0"
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PAINTED
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CROSSWALK
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6'-0"
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AGGREGATE SUBBASE
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CRUSHED AGGREGATE
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BASE COURSE
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%%uVERTICAL GRANITE CURB
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%%uSECTION
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%%uPLAN
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4" LOAM & SEED/SOD
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GRANITE CURB
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TYPE 1
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7"
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6"
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5"
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BITUMINOUS
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PAVEMENT
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REVEAL (TYP.)
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JOINT 1/4" ; 1/8"
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12"
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GRAVEL
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4"x8-1/2" FILTER FABRIC
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NOT TO SCALE
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PARALLEL SIDEWALK RAMP
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SEE LA PLANS
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SEE BITUMINOUS SIDEWALK SECTION
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NATURAL GAS UTILITY
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STORM DRAIN/UNDERDRAIN SYSTEM
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SANITARY SEWER
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WATER MAIN
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POWER, TELEPHONE, CATV CONDUIT BANK
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PER CMP
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PER CMP
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1'
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NOTES: 1. ALL MATERIALS AND PAVEMENT OPERATIONS SHALL MEET THE ALL MATERIALS AND PAVEMENT OPERATIONS SHALL MEET THE MINIMUM REQUIREMENTS OF M.D.O.T. STANDARD SPECIFICATIONS. 2. COMPACT GRAVEL SUBBASE, BASE COURSE TO 92% OF MAXIMUM COMPACT GRAVEL SUBBASE, BASE COURSE TO 92% OF MAXIMUM DENSITY USING HEAVY ROLLER COMPACTION. 3. CONTRACTOR SHALL SET GRADE STAKES MARKING SUBBASE AND CONTRACTOR SHALL SET GRADE STAKES MARKING SUBBASE AND FINISH GRADE ELEVATIONS FOR CONSTRUCTION REFERENCE.
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SEE TYPICAL PAVEMENT SECTION
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NOTES: 1. ALL MATERIALS AND PAVEMENT OPERATIONS SHALL MEET THE ALL MATERIALS AND PAVEMENT OPERATIONS SHALL MEET THE MINIMUM REQUIREMENTS OF M.D.O.T. STANDARD SPECIFICATIONS. 2. EXISTING ADJOINING PAVEMENT SHALL BE DRY AND FREE OF EXISTING ADJOINING PAVEMENT SHALL BE DRY AND FREE OF DEBRIS.
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NOT TO SCALE
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%%UBITUMINOUS SIDEWALK SECTION
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1/4"/FT. (MAX.)
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1-1/4" SURFACE COURSE (M.D.O.T. 403 HOT MIX ASPHALT 9.5mm)
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1-1/4" BASE COURSE (M.D.O.T. 403 HOT MIX ASPHALT 9.5mm)
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10" AGGREGATE SUBBASE COURSE-GRAVEL (M.D.O.T. SPEC. 703.06 (c), TYPE D)
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2" AGGREGATE BASE COURSE (M.D.O.T. SPEC. 703.06 (c), TYPE A)
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LANDING
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2%%% SLOPE
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CROSS WALK
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VERTICAL GRANITE CURB SEE DETAIL
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EXISTING SIDEWALK
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EXISTING SIDEWALK
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EXISTING SIDEWALK
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EXISTING SIDEWALK
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2%%% SLOPE
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RAMP SLOPE 8.33% (MAX.)
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2%%% SLOPE
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7' LONG GRANITE TERMINAL CURB, TYPICAL
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EXISTING SIDEWALK
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EXISTING SIDEWALK
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EXISTING SIDEWALK
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NOTES: 1. ALL PROPOSED IMPROVEMENTS ARE TO BE CONSTRUCTED IN ALL PROPOSED IMPROVEMENTS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE ACCESSIBILITY REGULATIONS AND STANDARDS INCLUDING THE "2010 STANDARDS FOR ADA DESIGN", DEPARTMENT OF JUSTICE, DATED 15 SEPTEMBER, 2010 2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LAYOUT, CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LAYOUT, CONFIGURATION, AND ASSOCIATED GRADES IN FIELD. NOTIFY ENGINEER OF CONFLICT PRIOR TO PROCEEDING.
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RAMP SLOPE 8.33% (MAX.)
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TRANSITION FROM VERTICAL GRANITE CURBING TO SLIP FORM CONCRETE CURBING
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TRANSITION VERTICAL GRANITE CURB TO GRADE
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SEE SITE PLAN FOR LIMITS OF CURB AND TYPE
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INSTALLATION: 1. EXCAVATE A 6"x 6" TRENCH ALONG THE LINE OF PLACEMENT FOR THE FILTER BARRIER. EXCAVATE A 6"x 6" TRENCH ALONG THE LINE OF PLACEMENT FOR THE FILTER BARRIER. 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) WALL OF THE TRENCH. 3. DRIVE POSTS INTO THE GROUND UNTIL APPROXIMATELY 2" OF FABRIC IS LYING ON THE TRENCH DRIVE POSTS INTO THE GROUND UNTIL APPROXIMATELY 2" OF FABRIC IS LYING ON THE TRENCH BOTTOM. 4. LAY THE TOE-IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL LAY THE TOE-IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL THE TRENCH AND TAMP THE SOIL. TOE-IN CAN ALSO BE ACCOMPLISHED BY LAYING THE FABRIC FLAP ON UNDISTURBED GROUND AND PILING AND TAMPING FILL AT THE BASE, BUT MUST BE ACCOMPANIED BY AN INTERCEPTION DITCH. 5. JOIN SECTION AS SHOWN ABOVE. JOIN SECTION AS SHOWN ABOVE. 6. BARRIER SHALL BE MIRAFI SILT FENCE OR EQUAL.BARRIER SHALL BE MIRAFI SILT FENCE OR EQUAL.
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NOTES: 1. STONE SIZE- AASHTO DESIGNATION M43, SIZE NO. 2 (2 1/2" TO 1 1/2"). USE CRUSHED STONE. STONE SIZE- AASHTO DESIGNATION M43, SIZE NO. 2 (2 1/2" TO 1 1/2"). USE CRUSHED STONE. 2. LENGTH- AS SHOWN ON PLANS, MIN. 50 FEET. LENGTH- AS SHOWN ON PLANS, MIN. 50 FEET. 3. THICKNESS- NOT LESS THAN EIGHT (8) INCHES. THICKNESS- NOT LESS THAN EIGHT (8) INCHES. 4. WIDTH- NOT LESS THAN FULL WIDTH OF ALL POINT OF INGRESS OR EGRESS. WIDTH- NOT LESS THAN FULL WIDTH OF ALL POINT OF INGRESS OR EGRESS. 5. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.
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NOTES: PRIOR TO FINAL GRADING AND PAVING OPERATIONS BEGIN A CATCH BASIN INSERT (SUCH AS A SILT SACK OR A DANDY BAG II) MUST BE INSTALLED IN EACH BASIN PER MANUFACTURES INSTRUCTIONS. HAY BALES SHOULD BE REMOVED ONCE INSERTS ARE INSTALLED.
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NOTES: 1. EXCAVATION EXCAVATION INCIDENTAL TO TO COST OF CURB. 2. SUBBASE SHALL BE SUBBASE SHALL BE COMPACTED TO A FIRM EVEN SURFACE PRIOR TO SETTING OF CURB.
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(MAX.)
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SEE TYPICAL PAVEMENT SECTION
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(MAX.)
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(MAX.)
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SLIPFORM CONCRETE CURB
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%%USLOPED CURB, 7 1/2" X 8"
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NOT TO SCALE
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NOTES: CONCRETE SHALL BE FIBER REINFORCED, 4000 PSI STRENGTH WITH 5% TO 7% AIR ENTRAINMENT 1" TO 2" SLUMP.
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BITUMINOUS TOP COURSE
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BINDER COURSE
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BACK
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SMOOTH RUBBED FINISH ON ALL EXPOSED FACES OF CURB
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1/4" RADIUS
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COMPACTED GRAVEL BASE
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1/4" RADIUS
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EPOXY
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SLIPFORM CONCRETE CURB
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2" RADIUS
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3,000 PSI CONCRETE
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E & S AND SITE DETAILS
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BOSTON POST ROAD DEVELOPMENT
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PLEASANT STREET/LONE PINE LANE
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19102
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YARMOUTH, MAINE
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YARMOUTH DEVELOPMENT COMPANY LLC
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304 WILLEY POINT ROAD
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OAKLAND, MAINE 04963
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7
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10
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NTS
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FOR:
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OF:
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CAC
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RLM
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A
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07-24-19
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PRELIMINARY SUBDIVISION APPLICATION
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RICHARD L. MEEK, PE 10668
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DESIGNED
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CHECKED
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PROJECT NO.
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OF
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THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION FROM SEBAGO TECHNICS, INC. ANY ALTERATIONS, AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO SEBAGO TECHNICS. INC.
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75 John Roberts Rd. Suite 4A South Portland, ME 04106 Tel. 207-200-2100
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WWW.SEBAGOTECHNICS.COM
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07-24-19
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No. 10668
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Page 8: N/F LONE PINE, LLC MAP 28 LOT 12CA 15329/133N/F MARK E ...27541806... · smh 1210 rim = 138.24' 4"x4" concrete monument found 12" above grade located top center (held) 6"x6" granite

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NOT TO SCALE
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%%uPRECAST MANHOLE
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4'-0" I.D.
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6"
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5"
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6"
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1'-0"
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BARREL SECTION
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PRECAST DONUTS MAY BE USED FOR REMAINING ADJUSTMENT
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PRECAST CONCRETE CONE
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PRECAST CONCRETE
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ADJUST TO GRADE WITH A MINIMUM OF 1 BRICK COURSE
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VARIES
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VARIES
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6"
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1'-0"
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2' 0R 4'
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NOT TO SCALE
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%%USERVICE CONNECTION
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%%USEWER / FOUNDATION DRAIN
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N.T.S.
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SECTION
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3
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FLOW
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30%%d
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FLOW
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3
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%%USEWER CLEANOUT IN
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%%UPAVEMENT AREAS
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NOT TO SCALE
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VARIES
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FLOW
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%%UTYPICAL WATER SERVICE CONNECTION
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NOT TO SCALE
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STREET
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5'-6"
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R/W
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TEES AND PLUGS
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%%U45%%D BEND
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CONCRETE THRUST BLOCK SIZE REQUIREMENTS
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SQ. FT. OF BEARING ON UNDISTURBED SOIL
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THRUST BLOCK
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NOT TO SCALE
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%%UTEE & BEND DETAIL
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%%UPLAN
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UNDISTURBED
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EARTH
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EARTH
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UNDISTURBED
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THRUST BLOCK
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CONCRETE
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GRAVEL
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GRAVEL
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CONCRETE
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%%USECTION
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GRAVEL
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BLOCK
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UNDISTURBED EARTH
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CONCRETE THRUST
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TEE
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PIPE
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8.0
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SIZE
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8"
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12"
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15
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4.0
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10
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4.0
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90%%D BENDS
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FITTINGS
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6"
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2.0
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45%%D BENDS
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10
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6.0
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3.0
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GATE BOX COVER
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5 1/4" GATE BOX TOP
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VALVE BOX BASE BELL
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GATE VALVE
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RESTRAINED MECHANICAL JOINT
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CLASS 52 D.I. PIPE
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WRAP POLY AROUND THE OUTSIDE OF THE VALVE BOX BASE TO SERVE AS A CORROSION BARRIER BETWEEN THE VALVE BOX TOP AND BASE, TYPICAL ALL
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%%UGATE VALVE DETAIL
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%%UTYPICAL GAS MAIN TRENCH
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NOT TO SCALE
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SAWCUT EXISTING PAVEMENT
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PLASTIC WARNING TAPE (SEE NOTE 6)
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TRACER WIRE (SEE NOTE 4)
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PROPOSED GAS LINE (SEE PLANS)
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LIFT B
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LIFT A
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BEDDING
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EXISTING GROUND
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NOTES: 1. SUITABLE BACKFILL MATERIAL FOR LIFT 'A' SHALL NOT HAVE MATERIAL OVER 3/4" IN SUITABLE BACKFILL MATERIAL FOR LIFT 'A' SHALL NOT HAVE MATERIAL OVER 3/4" IN SIZE (NATIVE MATERIAL). 2. BACKFILL MATERIAL FOR LIFT 'B' SHALL BE NATIVE MATERIAL UNLESS FOUND BACKFILL MATERIAL FOR LIFT 'B' SHALL BE NATIVE MATERIAL UNLESS FOUND UNSUITABLE BY THE MUNICIPAL ENGINEER OR SNG REPRESENTATIVE. 3. IF MATERIAL IS UNSUITABLE IN LIFT 'A' OR 'B' REFER TO MEDOT 703.06 SPECIFICATION IF MATERIAL IS UNSUITABLE IN LIFT 'A' OR 'B' REFER TO MEDOT 703.06 SPECIFICATION FOR TYPE 'A' OR 'D' BACKFILL. MUST BE APPROVED BY SNF REPRESENTATIVE. 4. TRACER WIRE NOT NECESSARY FOR STEEL PIPE INSTALLATIONS. TRACER WIRE MUST BE TRACER WIRE NOT NECESSARY FOR STEEL PIPE INSTALLATIONS. TRACER WIRE MUST BE INSTALLED DIRECTLY ABOVE GAS PIPELINE WITH A MINIMUM OF 6" OF VERTICAL SEPARATION. 5. MINIMUM OUTSIDE HORIZONTAL SEPARATION BETWEEN GAS AND ALL OTHER UTILITIES TO MINIMUM OUTSIDE HORIZONTAL SEPARATION BETWEEN GAS AND ALL OTHER UTILITIES TO BE 12" UNLESS OTHERWISE APPROVED. (MAINE UTILITY ACCOMMODATION POLICY). 6. MINIMUM OUTSIDE VERTICAL SEPARATION BETWEEN GAS AND ALL OTHER UTILITIES TO BE MINIMUM OUTSIDE VERTICAL SEPARATION BETWEEN GAS AND ALL OTHER UTILITIES TO BE 12". (MAINE UTILITY ACCOMMODATION POLICY). 7. PLASTIC WARNING TAPE TO BE INSTALLED FOR ALL DIRECT BURY GAS MAINS AT A PLASTIC WARNING TAPE TO BE INSTALLED FOR ALL DIRECT BURY GAS MAINS AT A DEPTH OF APPROXIMATELY 12" FROM FINISHED GRADE. 8. PAVEMENT THICKNESS SHALL MATCH EXISTING CONDITIONS. SHALL BE DONE IN 2 LIFTS: PAVEMENT THICKNESS SHALL MATCH EXISTING CONDITIONS. SHALL BE DONE IN 2 LIFTS: 2-1/2" BINDER (19mm) AND 1-1/2" SURFACE (9.5mm OR 12.5mm AS REQUIRED). ADDITIONAL LIFTS TO BE 2-1/2" MAXIMUM (IF NECESSARY). 9. IN AREAS WHERE ROCK IS PRESENT, TRENCH MUST BE BEDDED WITH 6" OF COMPACTED IN AREAS WHERE ROCK IS PRESENT, TRENCH MUST BE BEDDED WITH 6" OF COMPACTED MATERIAL THAT IS EQUIVALENT TO THE MATERIAL USED FOR LIFT 'A'.
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12" 8" 4" 2"
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12.75" 8.625" 4.5" 2.375"
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24.75" 20.625" 16.5" 14.375"
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16"-24" 12"-24" 12"-24" 12"-24"
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SIZE
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O.D.
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TRENCH WIDTH
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BUCKET WIDTH (RECOMMENDED)
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TABLE Z - HDPE NOMINAL PIPE DIMENSIONAL DATA FOR NORMAL DEPTH @ 36" TO TOP OF PIPE (ONLY)
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NOTES: MINIMUM DEPTH OF COVER IS 5.5'.
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BACKFILL TO BE GRADED AND PAVED OR LOAMED AND RESEEDED AS REQUIRED
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PIPE PLACED ON UNDISTURBED EARTH
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EXISTING GRADE
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LEDGE EXCAVATION TO BE CARRIED TO 6" BELOW THE BOTTOM OF THE PIPE
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EXCAVATION IN LEDGE, SILT, CLAY AND FOR PIPE DIAMETERS 16" AND LARGER
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EXCAVATION IN EARTH AND FOR PIPE DIAMETERS 12" AND SMALLER
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%%UTYPICAL WATER MAIN TRENCH
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NOT TO SCALE
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%%UCABLE INSTALLATION
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%%UTYPICAL UNDERGROUND
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NOT TO SCALE
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MIN.
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12"
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6"
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12"
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MIN.
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6"
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30" MIN.
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6"
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6"
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12"
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MIN.
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6"
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EDGE OF PAVING
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LINE
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PROPERTY
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%%uTRANSFORMER DETAIL
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OR CURB LINE
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BONDING
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WIRE
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PROPERTY LINE
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6"
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MIN.
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2'
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10'
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MIN.
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6"
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2'
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10'
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10'
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10'x10' PRIVATE EASEMENT LOCATED ADJACENT TO AND EITHER SIDE OF PROPERTY LINE OR AS SHOWN ON THE SUBDIVISION PLAN.
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TRANSFORMER PAD
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C.A.T.V. TRENCH
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GROUNDING ROD
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C.A.T.V. PEDESTAL
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TEL. TRENCH
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C.M.P. CO. TRENCH
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TELEPHONE PEDESTAL
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NOTE: TRANSFORMER PAD AND COVER TO BE FIBERGLASS MEETING CENTRAL MAINE POWER SPECIFICATIONS.
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LENGTH AS REQUIRED TO BRING 3' BEYOND
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FRAME AND COVER TO BE NEENAH FOUNDRY R-1496 FRAME & COVER TO HAVE RAISED LETTERING, "SANITARY SEWER",
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GROUT
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2 STRIPS BUTYL RUBBER SEALANT (1 IN. SQ.) TYP. ALL JOINTS INSURES JOINTS ARE SEALED
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MASONRY FILL WITH BRICK CHANNEL AT THE PIPE
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ALUMINUM OR HIGH IMPACT PLASTIC MANHOLE STEPS @ 12" O.C.
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SLOPE 1/2" PER FOOT
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PRECAST CONCRETE BASE SECTION
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CRUSHED STONE
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SEWER OR STORM DRAIN FLOW PVC SDR-35
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STANDARD WYE
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45° ELBOW
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6" PVC SDR-35 LATERAL
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TEMPORARY CAP OR PLUG
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FINISH GRADE
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CLEANOUT COVER AT GRADE IN PAVEMENT
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THREADED MALE CAP SCH. 40 CONNECTED TO SDR-35 PIPE WITH STANDARD FITTINGS
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4" THICK BY 4'-0" SQUARE RIGID INSULATION WITH PIPE SLEEVE CUT OUT
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10" SDR-18 PVC SLEEVE
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SEWER LINE
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4" DIA. PVC SDR-35
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45° ELBOW
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45° WYE
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CONTINUE PIPE OR PROVIDE CAP AS REQUIRED
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COPPER (TYPE K)
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COPPER OR BRASS
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FLUSH TO FINISH GRADE
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SERVICE BOX WITH ROD
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CURB STOP
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MATCH PROPOSED PAVEMENT, STRUCTURE OR LOAM AND SEED AS REQUIRED
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PLASTIC MARKER TAPE PLACED IN CENTER OF TRENCH APPROXIMATELY 12" BELOW FINISH GRADE
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CLEAN BACKFILL CONTAINING NO ROCKS LARGER THAN 5" IN DIAMETER
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TELEPHONE CABLE
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PRIMARY OR SECONDARY ELECTRICAL CABLES IN CONDUIT
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BEDDING OF SAND
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TELEVISION CABLE
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NOTE: PIPE CONNECTIONS SHALL BE WATERTIGHT FLEXIBLE BOOT CONNECTORS PROVIDES LEAKPROOF CONNECTION
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NOTES: 1. INSTALL BACKFLOW VALVE WITH RUBBER SEAL IN INSTALL BACKFLOW VALVE WITH RUBBER SEAL IN EACH FOUNDATION DRAIN SERVICE. 2. IF SUMP PUMP IS UTILIZED INSTALL CHECK IF SUMP PUMP IS UTILIZED INSTALL CHECK VALVE AT SUMP PUMP.
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SERVICE ON PRIVATE TO BE ACCEPTABLE TO TOWN
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CABLES TO BE ENCASED IN SCHEDULE 40 PVC CONDUIT WHEN RUN BENEATH PAVED AREAS.
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GENERAL NOTE: 1. ALL UTILITIES SHALL BE INSTALLED PER THE TOWN OF YARMOUTH REQUIREMENTS OR AS ALL UTILITIES SHALL BE INSTALLED PER THE TOWN OF YARMOUTH REQUIREMENTS OR AS SHOWN ON THE DETAILS HEREIN, WHICHEVER IS MORE STRINGENT SHALL GOVERN.
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UTILITY DETAILS
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BOSTON POST ROAD DEVELOPMENT
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PLEASANT STREET/LONE PINE LANE
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19102
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YARMOUTH, MAINE
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YARMOUTH DEVELOPMENT COMPANY LLC
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304 WILLEY POINT ROAD
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OAKLAND, MAINE 04963
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8
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10
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NTS
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FOR:
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OF:
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CAC
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RLM
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A
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RLM
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07-24-19
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PRELIMINARY SUBDIVISION APPLICATION
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RICHARD L. MEEK, PE 10668
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DESIGNED
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CHECKED
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PROJECT NO.
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SCALE
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SHEET
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OF
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THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION FROM SEBAGO TECHNICS, INC. ANY ALTERATIONS, AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO SEBAGO TECHNICS. INC.
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REV:
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BY:
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DATE:
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75 John Roberts Rd. Suite 4A South Portland, ME 04106 Tel. 207-200-2100
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WWW.SEBAGOTECHNICS.COM
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07-24-19
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RICHARD L.
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MEEK
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Page 9: N/F LONE PINE, LLC MAP 28 LOT 12CA 15329/133N/F MARK E ...27541806... · smh 1210 rim = 138.24' 4"x4" concrete monument found 12" above grade located top center (held) 6"x6" granite

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%%UTYP. TRENCH SECTION WITHIN CITY R.O.W.
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NOT TO SCALE
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6"
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6"
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6"
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PAVED AREAS UNPAVED AREAS
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FINISH GRADE
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LOAM AND SEED
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< PIPE AND TRENCH
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%%UTYPICAL CATCH BASIN
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5"
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SEE NOTE 1
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5"
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MIN.
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<
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2'-0"
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6" OF 3/4" CRUSHED STONE
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6"
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2'-0" DIA.
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OPENING
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%%uTYP. TYPE "F" CATCH BASIN
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6" CRUSHED STONE
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%%USECTION A-A
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4"
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5-1/2"
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24"
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SQUARE
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COVER
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1" MIN.
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24"
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5-1/2"
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%%USECTION B-B
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4'-0" MIN.
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PLAN VIEW
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A
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B
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A
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B
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NOTES: 1. STRUCTURE & APPURTENANCES SHALL CONFORM TO ASTM C-478 STRUCTURE & APPURTENANCES SHALL CONFORM TO ASTM C-478 & BE DESIGNED TO WITHSTAND HS-20-44 LOADING PER AASHTO; F'C=5000. 2. MANHOLE SHALL PREVENT LEAKAGE IN EXCESS OF ONE GALLON MANHOLE SHALL PREVENT LEAKAGE IN EXCESS OF ONE GALLON PER DAY PER VERTICAL FOOT OF MANHOLE. 3. CONTRACTOR TO SUBMIT SHOP DRAWING PREPARED BY A CONTRACTOR TO SUBMIT SHOP DRAWING PREPARED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF MAINE TO EOR FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
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WATERTIGHT GASKET (TYP.)
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FLEXIBLE SLEEVE (TYP.)
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ECENTRIC CONE SECTION
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RISER SECTION(S)
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BASE SECTION
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FLOW
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FINISHED GRADE
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24"
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FRAME AND COVER TO WITHSTAND HS-20-44 LOADING
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PER MANUFACTURER'S REQUIREMENTS (TYP.)
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%%U5' PRECAST CONC. DRAIN MANHOLE
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ADJUST TO GRADE WITH PRECAST CONCRETE RINGS 6 TO 9 IN. TOTAL THICKNESS
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%%UTYP. FOUNDATION DRAIN SECTION
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6"
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6"
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0.02 MIN. PITCH
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FIN. FLOOR
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NOT TO SCALE
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%%UMETHOD 3- NEW PIPE INTO EXISTING STRUCTURE
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%%UMETHOD 4- NEW PIPE INTO EXISTING STUB
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%%UPLASTIC PIPE CONNECTIONS
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3' MAX.
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2' MIN.
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%%UMETHOD 2- NEW CONSTRUCTION
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%%UMETHOD 1- EXISTING PIPE INTO NEW STRUCTURE
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6"
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GRAVEL BASE
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SIDE OF TRENCH MAY BE SLOPED BACK TO MEET SAFETY REQUIREMENTS WHERE EXTRA WIDTH IS POSSIBLE
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MAINTAIN TRENCH WIDTH TO TOP OF SELECT BACKFILL
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PIPE SIZE AS NOTED ON PLANS
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EXISTING MANHOLE OR CATCH BASIN WALL
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FERNCO RING
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NON-SHRINK GROUT AND NO. 1 WIRE CUT BRICKS
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NEW PLASTIC PIPE
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EXISTING CONCRETE OR VIT. CLAY PIPE STUB
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EXISTING MANHOLE OR CATCH BASIN WALL
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EXISTING GROUT AND BRICK
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NEW PLASTIC PIPE
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FERNCO ADAPTER
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PRECAST RUBBER BOOT
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NEW PLASTIC PIPE
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TIE BAND
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NEW MANHOLE OR CATCH BASIN WALL
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TIE BAND
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EXISTING PLASTIC PIPE
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FERNCO ADAPTER
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PRECAST RUBBER BOOT
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NEW MANHOLE OR CATCH BASIN WALL
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CLEAN COARSE SAND AS APPROVED BY ENGINEER
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SEE NOTES FOR CASTINGS
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CEMENT MORTAR
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ADJUST TO GRADE WITH BRICK MIN. 1 CRS. PRECAST DONUTS MAY BE USED FOR REMAINING ADJUSTMENT
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CONCENTRIC CONE SECTION SHOWN. ECCENTRIC CONE OR SLAB MAY BE USED.
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PRECAST BARREL SECTION AS REQUIRED
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MAX. LENGTH= 2'-0"
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MORTAR JOINTS (IF FLEXIBLE PIPE, USE FLEXIBLE MANHOLE CONNECTION WITH STAINLESS STEEL BAND)
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PRECAST BASE SECTION
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PIPE STUB
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PREMOLDED JOINT FILLER
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COMPACTED STRUCTURAL FILL OR SUBBASE GRAVEL (TYP.)
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MORTAR OPENING BETWEEN PIPE & STRUCTURE OPENING
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MORTAR
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1 LAYER BRICK
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SEE NOTE 1 FOR FRAME AND GRATE
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DIAMETER OF HOLE TO BE 3" LARGER THAN THE INSIDE DIAMETER OF FLEXIBLE PIPE OR THE OUTSIDE DIAMETER OF RIGID PIPE
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FOUNDATION
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GEOTEXTILE FABRIC MIRAFI 140N OR APPROVED EQUAL
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3/4" CRUSHED STONE
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6" PERFORATED PIPE
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UNDISTURBED SOIL
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LOAM & SEED
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NOTES: 1. FRAME SHALL BE FOR 24" SQUARE GRATE- LEBARON TYPE "F" FRAME SHALL BE FOR 24" SQUARE GRATE- LEBARON TYPE "F" SQUARE FRAME (LF 245) 4 FLANGE OR ETHERIDGE SQUARE FRAME S24G. GRATE SHALL BE 24"x24" CAST IRON. 2. ENTIRE CATCH BASIN WITH EXCEPTION OF LEVELING BRICK FRAME ENTIRE CATCH BASIN WITH EXCEPTION OF LEVELING BRICK FRAME AND GRATE TO BE PRECAST AS SINGLE PORTLAND CEMENT CONCRETE UNIT.
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NOTES: 1. 4'-0" I.D. TYPICAL. SOME STRUCTURES MAY REQUIRE LARGER I.D. 4'-0" I.D. TYPICAL. SOME STRUCTURES MAY REQUIRE LARGER I.D. PROVIDE SHOP DRAWINGS. 2. DRAINAGE STRUCTURES TO BE DESIGNED FOR H-20 LOADING. DRAINAGE STRUCTURES TO BE DESIGNED FOR H-20 LOADING. 3. PIPE SIZES AND INVERTS AS NOTED ON PLANS. PIPE SIZES AND INVERTS AS NOTED ON PLANS. 4. CATCH BASIN FRAME AND GRATE TO BE NEENAH FOUNDRY CATCH BASIN FRAME AND GRATE TO BE NEENAH FOUNDRY R-2554, OR APPROVED EQUAL.
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3'-0" PAY LIMITS OF EXCAVATION AND LEDGE REMOVAL
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GENERAL NOTE: 1. ALL UTILITIES SHALL BE INSTALLED PER THE TOWN OF YARMOUTH REQUIREMENTS OR AS ALL UTILITIES SHALL BE INSTALLED PER THE TOWN OF YARMOUTH REQUIREMENTS OR AS SHOWN ON THE DETAILS HEREIN, WHICHEVER IS MORE STRINGENT SHALL GOVERN.
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%%ULANDSCAPE NOTES
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1. PLANT QUANTITIES SHOWN ON PLANT LISTS ARE FOR PLANT QUANTITIES SHOWN ON PLANT LISTS ARE FOR CONVENIENCE TO THE CONTRACTOR ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL PLANT MATERIAL INSTALLATION AS SHOWN ON PLANS. 2. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST EDITION OF "U.S.A. STANDARD FOR NURSERY STOCK," BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. 3. ALL PLANT MATERIAL SHALL BE FREE FROM INSECTS AND ALL PLANT MATERIAL SHALL BE FREE FROM INSECTS AND DISEASE. 4. ALL PLANTING SHALL BE DONE IN ACCORDANCE WITH ALL PLANTING SHALL BE DONE IN ACCORDANCE WITH ACCEPTABLE HORTICULTURAL PRACTICES. THIS IS TO INCLUDE PROPER PLANTING MIX, PLANT BED AND TREE PIT PREPARATION, PRUNING, STAKING OR GUYING, WRAPPING, SPRAYING, FERTILIZATION, PLANTING AND ADEQUATE MAINTENANCE UNTIL ACCEPTANCE BY THE OWNER. 5. PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BY THE CONTRACTOR AND A PERIOD OF TWO YEARS THEREAFTER BY THE OWNER FROM DATE OF INSTALLATION. DURING THE ONE YEAR GUARANTEE PERIOD, DEAD PLANT MATERIAL SHALL BE REPLACED AT NO COST TO THE OWNER. AT THE END OF THE ONE YEAR PERIOD, THE CONTRACTOR SHALL OBTAIN FINAL ACCEPTANCE FROM THE OWNER. 6. ALL GRASS, OTHER VEGETATION AND DEBRIS SHALL BE ALL GRASS, OTHER VEGETATION AND DEBRIS SHALL BE REMOVED FROM ALL PLANTING AREAS PRIOR TO PLANTING. 7. EXISTING TREES TO BE PRESERVED WILL BE PROTECTED DURING EXISTING TREES TO BE PRESERVED WILL BE PROTECTED DURING CONSTRUCTION AND SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 8. THE LANDSCAPE CONTRACTOR IS ADVISED OF THE PRESENCE THE LANDSCAPE CONTRACTOR IS ADVISED OF THE PRESENCE OF THE UNDERGROUND UTILITIES AND SHALL VERIFY THE EXISTENCE AND LOCATION OF SAME BEFORE COMMENCING AND DIGGING OPERATIONS. THE LANDSCAPE CONTRACTOR SHALL REPLACE OR REPAIR UTILITIES, PAVING, WALKS, CURBING, ETC. DAMAGED IN PERFORMANCE OF THIS JOB AT NO ADDITIONAL COST TO THE OWNER. 9. ALL SHRUB BEDS SHALL BE MULCHED WITH 3" CLEAN ALL SHRUB BEDS SHALL BE MULCHED WITH 3" CLEAN SHREDDED DARK BROWN BARK MULCH. 10. THE CONTRACTOR SHALL PROVIDE 4" LOAM FOR ALL AREAS TO THE CONTRACTOR SHALL PROVIDE 4" LOAM FOR ALL AREAS TO BE SODDED OR SEEDED. PLANTING AREAS SHALL RECEIVE 12" ROLLED THICKNESS OF LOAM. THE LANDSCAPE CONTRACTOR SHALL COORDINATE SUBGRADE PREPARATION WITH THE GENERAL CONTRACTOR PRIOR TO PLACING LOAM. 11. ANY DEVIATION FROM THE LANDSCAPE PLAN, INCLUDING PLANT ANY DEVIATION FROM THE LANDSCAPE PLAN, INCLUDING PLANT LOCATION, SELECTION, SIZE, QUANTITY OR CONDITION SHALL BE REVIEWED AND APPROVED BY THE OWNER AND LANDSCAPE ARCHITECT (AND MUNICIPAL AUTHORITY, IF APPLICABLE) PRIOR TO INSTALLATION ON SITE. 12. WHERE INDICATED ON PLAN, PLANTING SOIL MIXTURE FOR WHERE INDICATED ON PLAN, PLANTING SOIL MIXTURE FOR PERENNIAL AND ANNUAL FLOWER BED AREAS SHALL CONSIST OF FOUR PARTS TOPSOIL, TWO PARTS SPHAGNUM PEAT MOSS, AND ONE PART HORTICULTURAL PERLITE BY VOLUME. PEAT MOSS MAY BE SUBSTITUTED WITH WELL-ROTTED OR DEHYDRATED MANURE OR COMPOST. ROTOTILL BEDS TO A DEPTH OF 8 INCHES.
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NOT TO SCALE
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%%UALT. TREE STAKING PLAN
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NOTES: INSTALL STAKES AND GUYS TO TREES IF THE FOLLOWING APPLY: 1. THE TREE IS OF SUBSTANTIAL SIZE. THE TREE IS OF SUBSTANTIAL SIZE. 2. THE PLANTING LOCATION IS EXTREMELY WINDY, AS ON THE PLANTING LOCATION IS EXTREMELY WINDY, AS ON OPEN UNDEVELOPED SITES. 3. THE PLANTING LOCATION IS COMPRISED OF SAND OR THE PLANTING LOCATION IS COMPRISED OF SAND OR OTHER LOOSE TEXTURED SOILS. 4. IF STAKES AND GUYS ARE REQUIRED, REMOVE AFTER IF STAKES AND GUYS ARE REQUIRED, REMOVE AFTER ONE YEAR TIME.
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EXISTING SOIL
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2"X2" STAKE IN LINE W/TRUNK (SEE NOTES)
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PLASTIC CHAIN-LOCK OR GUY WIRE W/HOSE APPROX. 4' ABOVE GROUND (SEE NOTES)
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3" BARK MULCH
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EARTH SAUCER
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FINISH GRADE
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REMOVE ALL METAL OR ROPE BINDINGS & WRAP FROM TOP 1/3 OF ROOT BALL
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SLOW RELEASE FERTILIZER PACKET 6-8" DEPTH 3 PACKETS REQUIRED
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ALT. TREE STAKING: 2"X2"X4' WOOD CROSS MEMBER
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(2) 2.5" DRYWALL SCREWS
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2"X2"X4' WOOD STAKE WITH LONG TAPER MIN. 18"
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DO NOT MULCH DIRECTLY AGAINST ROOT FLARE
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HOSE
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REMOVE ALL LABELS, TAGS OR OTHER FOREIGN MATERIAL FROM LIMBS
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TREE
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(2) 2.5" DRYWALL SCREWS, TYP.
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2"x2"x4' CROSS MEMBER
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2"x2"x4' WOOD STAKE
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DECIDUOUS TREES NOT TO SCALE
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PLANT SCHEDULE
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KEY
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BOTANICAL NAME
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COMMON NAME
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SIZE
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AH
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AESCULUS HIPPOCASTANUM 'BAUMANNII'
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HORSECHESTNUT
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3" CALIPER
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TC
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TILIA CORDATA 'GREENSPIRE'
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LITTLE LEAF LINDEN
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3" CALIPER
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LANDSCAPE & DRAINAGE DETAILS
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BOSTON POST ROAD DEVELOPMENT
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PLEASANT STREET/LONE PINE LANE
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19102
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YARMOUTH, MAINE
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YARMOUTH DEVELOPMENT COMPANY LLC
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304 WILLEY POINT ROAD
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OAKLAND, MAINE 04963
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9
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10
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NTS
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FOR:
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OF:
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CAC
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A
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07-24-19
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PRELIMINARY SUBDIVISION APPLICATION
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RICHARD L. MEEK, PE 10668
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DESIGNED
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CHECKED
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PROJECT NO.
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OF
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THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION FROM SEBAGO TECHNICS, INC. ANY ALTERATIONS, AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO SEBAGO TECHNICS. INC.
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REV:
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BY:
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75 John Roberts Rd. Suite 4A South Portland, ME 04106 Tel. 207-200-2100
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WWW.SEBAGOTECHNICS.COM
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07-24-19
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%%UDETENTION POND 2 SECTION
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10 YR.=102.22
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ELEV.=104.00
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TOP OF BERM
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MIN.
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6'-0"
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25 YR.=102.80
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2x6 P.T. BOARDS
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4" LOAM AND
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SEED, TYP.
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6" SAND BASE
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ELEV.=102.65
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1
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6' WIDE SPILLWAY
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3
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NOT TO SCALE
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BOTTOM ELEV.=99.00
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2 YR.=101.38
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MIN.
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SD
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INV.=99.00
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1
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3
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NATIVE SOIL
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UNDISTURBED
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4'
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RIM ELEV.=103.50
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24"
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6"
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5"
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6"
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SD
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6'-0" I.D.
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NOT TO SCALE
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%%UOUTLET CONTROL STRUCTURE 2 (OCS)
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TYPICAL FRAME AND SOLID COVER EQUAL TO ETHERIDGE M328GB COVER TO HAVE RAISED LETTERING "STORM".
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PRECAST FLOW CONTROL PANEL (SEE DETAIL THIS SHEET) SET IN GROOVES IN STRUCTURE (2" GROOVES EACH SIDE)
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PRECAST CONCRETE SECTIONS
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12" SD INV OUT=97.26
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5" ORIFICE INV. = 101.25
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POLYPROPYLENE PLASTIC STEPS @12" O.C. (TYP.)
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MANHOLE W/FRAME & SOLID COVER
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8" OF 3/4" CRUSHED STONE
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BAFFLE- PRECAST CONCRETE
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STEPS 12" O.C.
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NOTE: 1. SUBMIT SHOP DRAWINGS FOR OWNER/ENGINEER APPROVAL. SUBMIT SHOP DRAWINGS FOR OWNER/ENGINEER APPROVAL. 2. STRUCTURE SHALL BE DESIGNED FOR H-20 LOADING.STRUCTURE SHALL BE DESIGNED FOR H-20 LOADING.
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EMBANKMENT CONSTRUCTION: 1. CONSTRUCTION OF COMMON BORROW MATERIAL MEETING M.D.O.T. SPECIFICATION CONSTRUCTION OF COMMON BORROW MATERIAL MEETING M.D.O.T. SPECIFICATION 2. PLACE BORROW MATERIAL IN 12" LIFTS COMPACTED TO 95% OF MAXIMUM PLACE BORROW MATERIAL IN 12" LIFTS COMPACTED TO 95% OF MAXIMUM 3. INSTALL RIPRAP AND EROSION CONTROL MESH WHERE SPECIFIED ON PLANS INSTALL RIPRAP AND EROSION CONTROL MESH WHERE SPECIFIED ON PLANS 4. LOAM, SEED, AND STABILIZE IN ACCORDANCE WITH SEDIMENTATION AND EROSION LOAM, SEED, AND STABILIZE IN ACCORDANCE WITH SEDIMENTATION AND EROSION CONTROL PLAN.
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%%UDETENTION POND 1 SECTION
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10 YR.=96.02
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ELEV.=97.70
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TOP OF BERM
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MIN.
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6'-0"
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25 YR.=96.82
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2x6 P.T. BOARDS
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4" LOAM AND
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SEED, TYP.
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6" SAND BASE
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ELEV.=96.70
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1
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5' WIDE SPILLWAY
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3
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NOT TO SCALE
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BOTTOM ELEV.=93.00
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2 YR.=94.82
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MIN.
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1
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3
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NATIVE SOIL
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UNDISTURBED
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SD
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INV.=93.00
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4'
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RIM ELEV.=96.94
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24"
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6"
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5"
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6"
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SD
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6'-0" I.D.
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NOT TO SCALE
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%%UOUTLET CONTROL STRUCTURE 1 (OCS)
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TYPICAL FRAME AND SOLID COVER EQUAL TO ETHERIDGE M328GB COVER TO HAVE RAISED LETTERING "STORM".
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PRECAST FLOW CONTROL PANEL (SEE DETAIL THIS SHEET) SET IN GROOVES IN STRUCTURE (2" GROOVES EACH SIDE)
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PRECAST CONCRETE SECTIONS
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12" SD INV OUT=93.00
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6" ORIFICE INV. = 93.90
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POLYPROPYLENE PLASTIC STEPS @12" O.C. (TYP.)
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MANHOLE W/FRAME & SOLID COVER
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8" OF 3/4" CRUSHED STONE
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BAFFLE- PRECAST CONCRETE
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STEPS 12" O.C.
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NOTE: 1. SUBMIT SHOP DRAWINGS FOR OWNER/ENGINEER APPROVAL. SUBMIT SHOP DRAWINGS FOR OWNER/ENGINEER APPROVAL. 2. STRUCTURE SHALL BE DESIGNED FOR H-20 LOADING.STRUCTURE SHALL BE DESIGNED FOR H-20 LOADING.
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EMBANKMENT CONSTRUCTION: 1. CONSTRUCTION OF COMMON BORROW MATERIAL MEETING M.D.O.T. SPECIFICATION CONSTRUCTION OF COMMON BORROW MATERIAL MEETING M.D.O.T. SPECIFICATION 2. PLACE BORROW MATERIAL IN 12" LIFTS COMPACTED TO 95% OF MAXIMUM PLACE BORROW MATERIAL IN 12" LIFTS COMPACTED TO 95% OF MAXIMUM 3. INSTALL RIPRAP AND EROSION CONTROL MESH WHERE SPECIFIED ON PLANS INSTALL RIPRAP AND EROSION CONTROL MESH WHERE SPECIFIED ON PLANS 4. LOAM, SEED, AND STABILIZE IN ACCORDANCE WITH SEDIMENTATION AND EROSION CONTROL PLAN.LOAM, SEED, AND STABILIZE IN ACCORDANCE WITH SEDIMENTATION AND EROSION CONTROL PLAN.
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D
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EXCB-1215
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ICS-1
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CB-2A
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CB-3A
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SMH-2
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SD-4A
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SD-1A
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SD-2A
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SD-3A
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SDO-1
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SS-2
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INV.=93.00
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OCS-2
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CB-1B
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CB-2B
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SMH-5
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SDO-2
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SD-1B
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SD-2B
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INV.=99.00
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SD-3B
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SS-6
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SS-5
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STORMWATER MANAGEMENT DETAILS
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BOSTON POST ROAD DEVELOPMENT
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PLEASANT STREET/LONE PINE LANE
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19102
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YARMOUTH, MAINE
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YARMOUTH DEVELOPMENT COMPANY LLC
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304 WILLEY POINT ROAD
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OAKLAND, MAINE 04963
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10
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10
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NTS
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FOR:
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OF:
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CAC
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RLM
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A
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RLM
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07-24-19
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PRELIMINARY SUBDIVISION APPLICATION
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RICHARD L. MEEK, PE 10668
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DESIGNED
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CHECKED
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PROJECT NO.
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SCALE
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SHEET
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OF
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THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION FROM SEBAGO TECHNICS, INC. ANY ALTERATIONS, AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO SEBAGO TECHNICS. INC.
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REV:
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BY:
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DATE:
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STATUS:
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75 John Roberts Rd. Suite 4A South Portland, ME 04106 Tel. 207-200-2100
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WWW.SEBAGOTECHNICS.COM
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07-24-19
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1"=10'
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1"=10'
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(IN FEET)1 INCH = FT.

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N/F MARK E. FISCHER AND TERESA FISCHER MAP 28 LOT 8D 22904/164
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N/F MARY H. AND PAUL A. STUART MAP 28 LOT 8C 9599/60
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N/F PETER E. MCNAUGHTON AND AMY E. BEARD MAP 28 LOT 5 34329/131
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N/F TAYMIL YARMOUTH LANDING, LLC MAP 25 LOT 21 32662/119
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N/F MARGARET C.B. LAWRENCE MAP 28 LOT 3 6749/221
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LONE PINE LANE
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LONE PINE LANE
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PLEASANT STREET
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LOT 10
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LOT 9
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LOT 8
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LOT 7
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LOT 6
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LOT 5
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LOT 4
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LOT 3
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LOT 2
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LOT 1
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OPEN SPACE
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NOTE: : THE HOUSE AND DRIVEWAY LOCATIONS ON LOTS 1-9 ARE CONCEPTUAL ONLY.
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EVERGREEN DRIVE
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CONCEPTUAL LOT LAYOUT PLAN
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BOSTON POST ROAD DEVELOPMENT
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PLEASANT STREET/LONE PINE LANE
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19102
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YARMOUTH, MAINE
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YARMOUTH DEVELOPMENT COMPANY LLC
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304 WILLEY POINT ROAD
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OAKLAND, MAINE 04963
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1"=40'
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FOR:
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OF:
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CAC
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RLM
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A
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07-24-19
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PRELIMINARY SUBDIVISION APPLICATION
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RICHARD L. MEEK, PE 10668
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DESIGNED
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OF
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THIS PLAN SHALL NOT BE MODIFIED WITHOUT WRITTEN PERMISSION FROM SEBAGO TECHNICS, INC. ANY ALTERATIONS, AUTHORIZED OR OTHERWISE, SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO SEBAGO TECHNICS. INC.
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REV:
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75 John Roberts Rd. Suite 4A South Portland, ME 04106 Tel. 207-200-2100
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WWW.SEBAGOTECHNICS.COM
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07-24-19
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No. 10668
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RICHARD L.
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MEEK
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GRID
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1 OF 1
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PROPERTY LINE/R.O.W.
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LEGEND
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ABUTTER LINE/R.O.W.
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SETBACK
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BUILDING
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EDGE PAVEMENT
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EDGE GRAVEL
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CURB LINE
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TREELINE
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EXISTING
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PROPOSED
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DECIDUOUS TREE
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CONIFEROUS TREE

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