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07) 8
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Berr
y, H
uff,
McD
onal
d, M
illig
an In
c.
BH2M
Engi
neer
s, Su
rvey
ors
Tel.
(207
) 839
-277
1
100' 0 50' 100' 200'
Scale: 1" = 100'
FOR
And
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Ger
vais
52 W
hite
s Brid
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Stan
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4084
AM
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18142
1" = 100'
Feb. 2018R. Libby, Jr.
A. Fagan
S. Blake
LAN
D O
FG
erva
is H
omes
LLC
PLA
N
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1/2" IPF (Held)
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0.5' B.G.
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1/2" IPF (Held)
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0.5' B.G.
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CIRF-1 (Held)
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0.5' A.G.
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1/2" IPF Leaning
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0.4' A.G.
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CIRF-1 Disturbed
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0.5' A.G.
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CIRF-1 (Held)
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0.8' A.G.
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CIRF-1 (Held)
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0.3' A.G.
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Fence Post w/
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Barbed Wire
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24" Ash w/
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Box Wire
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Apple Tree w/
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8" Spike
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24" Oak w/
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Barbed Wire
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Fence Post w/
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Barbed Wire
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24" Hemlock w/
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Barbed Wire
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Fence Post w/
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Barbed Wire
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10" Maple w/
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Barbed Wire
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15" Pine w/
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Barbed Wire
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15" Hemlock w/
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Barbed Wire
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Stump w/
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Barbed Wire
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Fence Post w/
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Barbed Wire
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Fence Post w/
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Barbed Wire
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Fence Post w/
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Barbed Wire
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Fence Post w/
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Barbed Wire
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Stump w/
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Barbed Wire
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12" Maple w/
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Barbed Wire
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18" Pine w/
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Barbed Wire
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12" Hemlock w/
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Barbed Wire
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15" Birch w/
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Barbed Wire
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12" Pine w/
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Barbed Wire
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Stump w/
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Barbed Wire
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CIRF-1 (Held)
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0.5' A.G.
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12" Birch w/
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Barbed Wire
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12" Birch w/
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Barbed Wire
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12" Birch w/
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Barbed Wire
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1" IPF (Held)
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1.7' A.G.
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36" Maple w/
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Barbed Wire
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S53°21'28"E
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S51°55'59"E
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S37°02'36"W
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S41°16'26"W
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S77°48'45"E
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S12°11'15"W
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S79°55'56"E
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N39°24'22"E
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N41°14'04"E
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N38°24'52"E
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N78°28'16"W
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N73°15'19"W
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N71°52'12"W
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N70°26'49"W
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N76°30'03"W
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(Deed 54.5 Rods (899.25'))
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(Deed 12.5%%P Rods)
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(206.25')
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(Held Barbed Wire Fence)
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(Held Barbed Wire Fence)
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(Deed 596.97')
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(Held Deed)
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(Held Deed)
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(Deed 270.80')
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(Deed 600.00')
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Existing
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Existing Gravel Road
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Existing 50' Wide Right of
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Way Easement For Access
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& Utilities
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Woodman Road
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To Salmon Falls Road
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To Route #112
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(Deed 600')
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Andrew Libby
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Book 5631, Page 76
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Andrew Libby
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Book 3357, Page 318
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Andrew Libby
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Book 3357, Page 318
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Christopher Carroll
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Book 17098, Page 924
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Christopher Carroll
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Book 17098, Page 924
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Dorothy (Harris) West
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Book 9799, Page 348
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Jillian Ayres &
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Scott Daigle
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Book 15750, Page 861
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S12°11'15"W
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N80°06'54"W
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(Deed Parcel Two 62.5 Rods (1031.25'))
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(Held New Corner)
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Area 407,082 s.f.
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(9.345 Acres)
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Area 130,815 s.f.
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(3.00 Acres)
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Area 120,032 s.f.
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(2.76 Acres)
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Existing Extension of 50'
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Wide Right of Way Easement
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For Access & Utilities
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Existing Central Maine Power Co.
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Easement 110' Wide Per Deed
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Book 1467, Page 66. Held Existing
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Pole Line.
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N19°28'20"E
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N22°55'21"E
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Existing Stream
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S37°02'36"W
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Helena Twomey
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Book 17374, Page 707
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Book 17366, Page 812
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Richard's Family Trust
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Book 11768, Page 284
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75' Stream Setback
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75' Stream
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S29°52'27"W
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N2°50'29"W
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%%ULot C-1
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207,565 s.f.
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(Upland 64,067 s.f.)
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%%ULot C-2
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Area 120,761 s.f.
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(Upland 95,364 s.f.)
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WETLAND IMPACT #1
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SEE NOTE 18
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100' NO WELL ZONE, TYP.
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DESIGNED
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JOB. NO.
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DESCRIPTION
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REVISION
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REPRODUCTION OR REUSE OF THIS
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DOCUMENT WITHOUT THE
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EXPRESSED WRITTEN CONSENT
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OF BH2M INC. IS PROHIBITED
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I CERTIFY THAT THIS SURVEY CONFORMS
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TO THE MAINE BOARD OF LICENSURE
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FOR PROFESSIONAL LAND SURVEYORS
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TECHNICAL STANDARDS OF PRACTICE FOR
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A STANDARD BOUNDARY SURVEY WITH
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THE FOLLOWING EXCEPTIONS:
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NO SURVEYORS REPORT
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ROBERT C. LIBBY JR. PLS #2190
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L1 - N77%%D48'45"W, 94.86'
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LINE DATA
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CONIFEROUS TREE
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DECIDUOUS TREE
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EASEMENT
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NOW OR FORMERLY
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ABOVE GROUND/BELOW GROUND
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PROPERTY LINE
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WELL LOCATION
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UTILITY POLE
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5/8" IRON ROD W/ CAP TO BE SET
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CAPPED IRON ROD FOUND (PLS#2303)
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IRON PIPE/IRON ROD FOUND
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GRANITE MONUMENT FOUND
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A.G./B.G.
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EDGE OF PAVEMENT
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DESCRIPTION
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EDGE OF GRAVEL
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S12%%D11'15"W, 50.00'
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N77%%D48'45"W, 60.00'
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S12%%D11'15"W, 100.14'
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S77%%D48'45"E, 60.00'
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S12%%D11'15"W, 50.00'
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S12%%D11'15"W, 50.00'
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N77%%D48'45"W, 50.00'
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N35%%D29'24"E, 132.49'
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S12%%D11'15"W, 50.00'
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N79%%D52'32"W, 60.00'
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S12%%D11'15"W, 161.34'
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S79%%D52'32"E, 60.00'
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S35%%D29'24"W, 121.17'
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EASEMENT LINE DATA
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N77%%D48'45"W, 50.00'
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THIS PLAN REVIEWED AND APPROVED BY THE TOWN
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OF BUXTON PLANNING BOARD.
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PROPOSED USE:
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TWO RESIDENTIAL LOTS
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LOT AREA:
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328,327 S.F. (7.54 ACRES)
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MINIMUM STANDARDS:
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ELECTRIC/TELEPHONE:
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ALL CONSTRUCTION AND SITE ALTERATIONS SHALL BE DONE IN
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ACCORDANCE WITH THE MAINE EROSION AND SEDIMENTATION
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CONTROL, BMP'S, LATEST REVISION.
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PLAN REFERENCE:
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SEWER SERVICE:
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WATER SERVICE:
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OCTOBER 2018, BY BH2M
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30' SIDE AND REAR
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STANDARD BOUNDARY SURVEY & DIVISION
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OVERHEAD
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PLAN, LAND OF RICHARDS FAMILY TRUST,
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WOODMAN ROAD, BUXTON, MAINE, DATED
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MINIMUM LOT SIZE - 120,000 S.F.
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SETBACKS - 40' FRONT,
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INDIVIDUAL DRILLED WELLS
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INDIVIDUAL SUBSURFACE DISPOSAL SYSTEMS
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TAX MAP REFERENCE:
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DEED REFERENCE:
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ENGINEER:
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SURVEYOR:
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WETLAND DELINEATION:
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RESIDENTIAL
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ROBERT C. LIBBY JR., PLS #2190
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MARK HAMPTON ASSOCIATES
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MAP 10, LOT 91-2
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BOOK 17851, PAGE 750
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PORTLAND, MAINE 04104
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STEVE BLAKE, PE #11695
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28 STATE STREET
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GORHAM, MAINE 04038
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MARK HAMPTON
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SOLDIER BEAR, LLC.
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52 WHITES BRIDGE ROAD
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APPLICANT:
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STANDISH, MAINE 04084
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ANDREW GERVAIS
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52 WHITES BRIDGE ROAD
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GERVAIS HOMES LLC
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FRONTAGE - 200'
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WETLAND BOUNDARY
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SCALE: 1" = 1/2 MILE
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LOCATION MAP
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TARBOE RD.
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EGYPT RD.
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BUXTON CENTER
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EATON DR.
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TORY HILL
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BRADBURY
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TOWLE ST.
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DEPOT ST.
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LONG PLAINS RD.
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SALMON FALLS
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MILLS RD.
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COUNTRY CLUB
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MEADOW RD.
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MAIN ST.
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PORTLAND
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GROUND HOG HILL RD.
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WINDY MEADOW RD.
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Submitted Sketch Plan to Town
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Submitted Preliminary Plan to Town
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MAGNETIC-1999
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STANDISH, MAINE 04084
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YORK COUNTY MEDIUM INTENSITY SOILS
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WETLAND IMPACTS:
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WETLAND IMPACT #1 - 295 S.F.
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LIBBY, JR.
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Submitted to Maine DEP and ACOE for Permitting
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THE EXISTING 15 INCH WETLAND CROSSING CULVERT ASSOCIATED
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WITH WETLAND IMPACT #1 SHALL BE MAINTAINED TO ENSURE
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RUNOFF FROM THE UPSTREAM WATERSHED CAN BE CONVEYED TO
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DOWNSTREAM WETLAND AREAS.
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Submitted to DEP and ACOE to Reduce Stream Setback
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YORK,ss REGISTRY OF DEEDS
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Received%%U
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at%%U %%Uh %%U %%Um%%U %%UM., and
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Filed In Plan Book%%U %%UPage%%U
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Register
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THIS PLAN IS TO REMOVE THE 50' ACCESS EASEMENT FROM
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BY BH2M INC. AND RECORDED IN THE YORK COUNTY REGISTRY
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WOODMAN ROAD, BUXTON, MAINE" DATED FEBRUARY 2018,
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TITLED "PRELIMINARY PLAN, LAND OF SOLDIER BEAR L.L.C.
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THIS PLAN SUPERSEDES THE PREVIOUSLY RECORDED PLAN
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OF DEEDS, PLAN BOOK 403, PAGE 14. THE PURPOSE OF
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LOT C-2 AND SHOW UPDATED SETBACK LINES.
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Revised to Show No Well Zones
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11/24/20
Page 2
ERO
SIO
N C
ON
TRO
L
2
Gorh
am, M
aine
040
3828
Sta
te S
tree
tFa
x (2
07) 8
39-8
250
Berr
y, H
uff,
McD
onal
d, M
illig
an In
c.
BH2M
Engi
neer
s, Su
rvey
ors
Tel.
(207
) 839
-277
1
DET
AIL
SFO
RA
ndre
w G
erva
is
52 W
hite
s Brid
ge R
oad
Stan
dish
, Mai
ne 0
4084
SOLD
IER
BEA
R, L
LC.
BU
XTO
N, M
AIN
EW
OO
DM
AN
RO
AD
18142
As Noted
Feb. 2018A. Fagan
A. Fagan
S. Blake
LAN
D O
FG
erva
is H
omes
LLC
G:\
2018
\18
142\
dwg\
EC D
etail
s.dwg
, 11/
24/
2020
10:5
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AM
, Aut
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(Hi
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pc3
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DESIGNED
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JOB. NO.
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DESCRIPTION
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REVISION
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REPRODUCTION OR REUSE OF THIS
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DOCUMENT WITHOUT THE
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EXPRESSED WRITTEN CONSENT
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OF BH2M INC. IS PROHIBITED
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%%UHOUSEKEEPING;
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%%USPILL PREVENTION.%%U CONTROLS MUST BE USED TO PREVENT POLLUTANTS FROM BEING DISCHARGED FROM MATERIALS
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ON SITE, INCLUDING STORAGE PRACTICES TO MINIMIZE EXPOSURE OF THE MATERIALS TO STORMWATER, AND
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APPROPRIATE SPILL PREVENTION, CONTAINMENT, AND RESPONSE PLANNING AND IMPLEMENTATION.
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%%UGROUNDWATER PROTECTION.%%U DURING CONSTRUCTION, LIQUID PETROLEUM PRODUCTS AND OTHER HAZARDOUS MATERIALS
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WITH THE POTENTIAL TO CONTAMINATE GROUNDWATER MAY NOT BE STORED OR HANDLED IN AREAS OF THE SITE
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DRAINING TO AN INFILTRATION AREA. AN "INFILTRATION AREA" IS ANY AREA OF THE SITE THAT BY DESIGN OR AS A
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RESULT OF SOILS, TOPOGRAPHY, AND OTHER RELEVANT FACTORS ACCUMULATES RUNOFF THAT INFILTRATES INTO THE
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SOIL. DIKES, BERMS, SUMPS, AND OTHER FORMS OF SECONDARY CONTAINMENT THAT PREVENT DISCHARGE TO
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GROUNDWATER MAY BE USED TO ISOLATE PORTIONS OF THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF
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THESE MATERIALS.
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%%UFUGITIVE SEDIMENT AND DUST.%%U ACTIONS MUST BE TAKEN TO ENSURE THAT ACTIVITIES DO NOT RESULT IN NOTICEABLE
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EROSION OF SOILS OR FUGITIVE DUST EMISSIONS DURING OR AFTER CONSTRUCTION. OIL MY NOT BE USED FOR DUST
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CONTROL. ANY OFFSITE TRACKING OF MUD OR SEDIMENT SHALL BE VACUUMED IMMEDIATELY AND PRIOR TO THE NEXT
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%%UDEBRIS AND OTHER MATERIALS.%%U LITTER, CONSTRUCTION DEBRIS, AND CHEMICALS EXPOSED TO STORMWATER MUST BE
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PREVENTED FROM BECOMING A POLLUTANT SOURCE.
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%%UTRENCH OR FOUNDATION DE-WATERING.%%U TRENCH DE-WATERING IS THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS,
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COFFER DAMS, PONDS, AND OTHER AREAS WITHIN THE CONSTRUCTION AREA THAT RETAIN WATER AFTER EXCAVATION. IN
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MOST CASES THE COLLECTED WATER IS HEAVILY SILTED AND HINDERS CORRECT SAFE CONSTRUCTION PRACTICES. THE
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COLLECTED WATER MUST BE REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY OR PUMPING, AND MUST BE
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SPREAD THROUGH NATURAL WOODED BUFFERS OR REMOVED TO AREAS THAT ARE SPECIFICALLY DESIGNED TO COLLECT THE
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MAXIMUM AMOUNT OF SEDIMENT POSSIBLE, LIKE A COFFERDAM SEDIMENTATION BASIN AVOID ALLOWING THE WATER TO FLOW
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OVER DISTURBED AREAS OF THE SITE. EQUIVALENT MEASURES MAY BE TAKEN IF APPROVED BY THE DEPARTMENT.
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%%UNON-STORMWATER DISCHARGES.%%U IDENTIFY AND PREVENT CONTAMINATION BY NON-STORMWATER DISCHARGES. WHERE ALLOWED
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SLOPES THAT ARE COVERED WITH RIPRAP MUST BE CONSTRUCTED BY THAT DATE.
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ALL STONE LINED DITCHES AND CHANNELS MUST BE CONSTRUCTED AND STABILIZED.
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3 POUNDS PER 1000 SQUARE FEET AND MULCHED.
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AREAS TO BE PROTECTED WITH AN ANNUAL GRASS MUST BE SEEDED AT A SEEDING RATE OF
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IF THE SLOPE IS STABILIZED WITH AN EROSION CONTROL BLANKET AND SEEDED. ALL DISTURBED
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CONTROL BLANKET
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ALL GRASS LINED DITCHES AND CHANNELS MUST BE STABILIZED WITH MULCH OR AN EROSION
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ALL SLOPES MUST BE STABILIZED, SEEDED AND MULCHED.
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ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED.
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NOVEMBER 15
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OCTOBER 1
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SEPTEMBER 15
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STABILIZATION SCHEDULE BEFORE WINTER:
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A MINIMUM OF 85 TO 90% OF AREAS VEGETATED WITH VIGOROUS GROWTH.
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SHALL, IN THE SPRING, INSPECT AND REPAIR ANY DAMAGES AND/OR BARE SPOTS. AN ESTABLISHED VEGETATIVE COVER MEANS
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INSURE THEIR CONTINUOUS FUNCTION. FOLLOWING THE TEMPORARY AND/OR FINAL SEEDING AND MULCHING, THE CONTRACTOR
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PERFORM A VISUAL INSPECTION OF ALL INSTALLED EROSION CONTROL MEASURES AND PERFORM REPAIRS AS NEEDED TO
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BEFORE AND AFTER EACH RAINFALL, SNOW STORM OR PERIOD OF THAWING AND RUNOFF, THE SITE CONTRACTOR SHALL
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MAINTENANCE MEASURES SHALL BE APPLIED AS NEEDED DURING THE ENTIRE CONSTRUCTION SEASON. ONCE A WEEK AND
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MAINTENANCE:
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FROM MOVING THE MULCH OFF THE DISTURBED SOIL.
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IMMEDIATELY AFTER APPLYING THE MULCH, ANCHOR THE MULCH WITH PLASTIC NETTING TO PREVENT WIND
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150 POUNDS PER 1000 SQUARE FEET ON THE AREA SO THAT NO SOIL IS VISIBLE THROUGH THE MULCH.
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BY NOVEMBER 15, MULCH THE DISTURBED SOIL BY SPREADING HAY OR STRAW AT A RATE OF AT LEAST
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STABILIZE THE SOIL WITH MULCH:
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DISTURBED SOIL.
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BETWEEN THE SOD AND UNDERLYING SOIL, AND WATERING THE SOD TO PROMOTE ROOT GROWTH INTO THE
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INCLUDES PINNING THE SOD ONTO THE SOIL WITH WIRE PINS, ROLLINIG THE SOD TO GUARANTEE CONTACT
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STABILIZE THE DISTURBED SOIL WITH PROPERLY INSTALLED SOD BY OCTOBER 1. PROPER INSTALLATION
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STABILIZE THE SOIL WITH SOD:
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AS DESCRIBED BELOW.
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75% OF THE DISTURBED SOILD BEFORE NOVEMBER 1, THEN MULCH THE AREA FOR OVER-WINTER PROTECTION
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THE NEXT 30 DAYS. IF THE RYE FAILS TO GROW AT LEAST THREE INCHES OR FAILS TO COVER AT LEAST
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SQUARE FEET, AND ANCHOR THE MULCH WITH PLASTIC NETTING. MONITOR GROWTH OF THE RYE OVER
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1000 SQUARE FEET, LIGHTLY MULCH THE SEEDED SOIL WITH HAY OR STRAW AT 75 POUNDS PER 1000
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BY OCTOBER 1, SEED THE DISTURBED SOIL WITH WINTER RYE AT A SEEDING RATE OF 3 POUNDS PER
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STABILIZE THE SOIL WITH TEMPORARY VEGETATION:
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MUST BE TAKEN TO STABILIZE THE SOIL FOR LATE FALL AND WINTER.
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MULCHED. IF THE DISTURBED AREAS ARE NOT STABILIZED BY THIS DATE, THEN ONE OF THE FOLLOWING ACTIONS
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BY SEPTEMBER 15, ALL DISTURBED SOILS ON AREAS HAVING A SLOPE LESS THAN 15% MUST BE SEEDED AND
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OVERWINTER STABILIZATION OF DISTURBED SOILS:
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STABILLIZATION BMP SECTION.
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THE SLOPE AND TO DESIGN A FILTER LAYER FOR UNDERNEATH THE RIPRAP. SEE THE RIPRAP SLOPE
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HIRE A REGISTERED PROFESSIONAL ENGINEER TO DETERMINE THE STONE SIZE NEEDED FOR STABILITY ON
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PLACE A LAYER OF STONE RIPRAP ON THE SLOPE BY NOVEMBER 15. THE DEVELOPMENT'S OWNER WILL
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STABILIZE THE SOIL WITH STONE RIPRAP:
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GROUNDWATER SEEPS ON THE SLOPE FACE. SEE THE TEMPORARY MULCHING BMP SECTION.
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USE EROSION CONTROL MIX TO STABILIZE SLOPES HAVING GREATER THAN 50% (2H:1V) OR HAVING
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EROSION CONTROL MIX MUST BE PROPERLY INSTALLED BY NOVEMBER 15. THE CONTRACTOR WILL NOT
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STABILIZE THE SOIL WITH EROSION CONTROL MIX:
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GROUNDWATER SEEPS ON THE SLOPE FACE.
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SOD INSTALLATION TO STABILIZE SLOPES HAVING A GRADE GREATER THAN 33% (3H:1V) OR HAVING
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TO PROMOTE ROOT GROWTH INTO THE DISTURBED SOIL. THE CONTRACTOR WILL NOT USE LATE SEASON
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THE SOD TO GUARANTEE CONTACT BETWEEN THE SOD AND UNDERLYING SOIL, AND WATERING THE SOD
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INSTALLATION INCLUDES THE CONTRACTOR PINNING THE SOD ONTO THE SLOPE WITH WIRE PINS, ROLLING
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THE DISTURBED SLOPE MUST BE STABILIZED WITH PROPERLY INSTALLED SOD BY OCTOBER 1. PROPER
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STABILIZE THE SOIL WITH SOD:
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STANDARDS.
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COVER THE SLOPE WITH A LAYER OF EROSION CONTROL MIX OR WITH STONE RIPRAP AS DESCRIBED IN THE FOLLOWING
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THREE INCHES OR FAILS TO COVER AT LEAST 75% OF THE SLOPE BY NOVEMBER 1, THEN THE CONTRACTOR WILL
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INSTALL EROSION CONTROL MATS OR ANCHORED MULCH OVER THE SEEDING. IF THE RYE FAILS TO GROW AT LEAST
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SLOPE MUST BE SEEDED WITH WINTER RYE AT A SEEDING RATE OF 3 POUNDS PER 1000 SQUARE FEET AND THEN
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STABILIZE THE SOIL WITH TEMPORARY VEGATATION AND EROSION CONTROL MATS. BY OCTOBER 1 THE DISTURBED
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THEN ONE OF THE FOLLOWING ACTIONS MUST BE TAKEN TO STABILIZE THE SLOPE FOR LATE FALL AND WINTER.
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A GRADE GREATER THAN 15% TO BE A SLOPE. IF A SLOPE TO BE VEGETATED IS NOT STABILIZED BY SEPTEMBER 1,
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VEGETATED MUST BE SEEDED AND MULCHED BY SEPTEMBER 1. THE DEPARTMENT WILL CONSIDER ANY AREA HAVING
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ALL STONE-COVERED SLOPES MUST BE CONSTRUCTED AND STABILIZED BY NOVEMBER 15. ALL SLOPES TO BE
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OVERWINTER STABILIZATION OF DISTURBED SLOPES:
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REDUCING THE DITCH'S CROSS-SECTIONAL AREA.
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WILL REGRADE THE DITCH PRIOR TO PLACING THE STONE LINING SO TO PREVENT THE STONE LINING FROM
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ANTICIPATED FLOW VELOCITIES AND FLOW DEPTHS WITHIN THE DITCH. IF NECESSARY, THE CONTRACTOR
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MUST BE HIRED TO DETERMINE THE STONE SIZE AND LINING THICKNESS NEEDED TO WITHSTAND THE
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A DITCH MUST BE LINED WITH STONE RIPRAP BY NOVEMBER 15. A REGISTERED PROFESSIONAL ENGINEER
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INSTALL A STONE LINING IN THE DITCH:
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SOD FROM SLOUGHING DURING FLOW CONDITIONS. SEE THE PERMANENT VEGETATION BMP SECTION.
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SOIL, AND ANCHORING SOD AT THE BASE OF THE DITCH WITH JUTE OR PLASTIC MESH TO PREVENT THE
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THE SOD AND UNDERLYING SOIL, WATERING THE SOD TO PROMOTE ROOT GROWTH INTO THE DISTURBED
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PINNING THE SOD ONTO THE SOIL WITH WIRE PINS, ROLLING THE SOD TO GUARANTEE CONTACT BETWEEN
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A DITCH MUST BE LINED WITH PROPERLY INSTALLED SOD BY OCTOBER 1. PROPER INSTALLATION INCLUDES:
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INSTALL A SOD LINING IN THE DITCH:
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DITCH FOR LATE FALL AND WINTER.
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IS NOT GRASS-LINED BY SEPTEMBER 1, THEN ONE OF THE FOLLOWING ACTIONS MUST BE TAKEN TO STABILIZE THE
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LINED DITCHES AND CHANNELS MUST BE CONSTRUCTED AND STABILIZED BY SEPTEMBER 1. IF A DITCH OR CHANNEL
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ALL STONE-LINED DITCHES AND CHANNELS MUST BE CONSTRUCTED AND STABILIZED BY NOVEMBER 15. ALL GRASS
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OVERWINTER STABILIZATION OF DITCHES AND CHANNELS:
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EROSION AND SEDIMENT CONTROL PLAN
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DAYS OR PRIOR TO ANY STORM EVENT, WHICHEVER COMES FIRST.
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SEEDING AS FOLLOWS:
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SURFACE.
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SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD.
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A RATE OF 3 TONS PER ACRE (138 LB PER 1,000 SQ. FT.).
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SUBSTITUTED FOR SEED. SEED MIX SHALL CONTAIN 10% ANNUAL RYE GRASS.
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MULCH AND MULCH ANCHORING
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BE USED IN ALL DITCHES AND SWALES AS SHOWN IN DETAILS.
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(ANCHORED) *
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CORNSTALKS
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STEEP SLOPES
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EQUAL TO 3:1)
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MULCH ANCHORING
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(GREATER THAN OR
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(GREATER THAN OR EQUAL TO 3:1)
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PROTECTED AREA STRAW OR HAY * 100 POUNDS
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LOCATION MULCH RATE (1000 S.F.)
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WINDY AREAS SHREDDED OR CHOPPED 185-275 POUNDS
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STRAW OR HAY 100 POUNDS
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MODERATE TO HIGH JUTE MESH OR AS REQUIRED
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VELOCITY AREAS OR EXCELSIOR MAT AS REQUIRED
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WITH 90%%% GRASS CATCH IN VEGETATED AREAS. TEMPORARY EROSION AND SEDIMENT CONTROL BLANKET SHALL
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CURASOL OR RMB PLUS WILL BE USED ON HAY MULCH FOR WIND CONTROL.
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THIS PLAN HAS BEEN DEVELOPED AS A STRATEGY TO CONTROL SOIL EROSION AND SEDIMENTATION DURING AND AFTER
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CONSTRUCTION. THIS PLAN IS BASED ON THE STANDARDS AND SPECIFICATIONS FOR EROSION PREVENTION IN
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THE PROPOSED LOCATIONS OF SILTATION AND EROSION CONTROL STRUCTURES ARE SHOWN ON THE SITE PLAN.
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1. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE IN ACCORDANCE WITH THE "MAINE EROSION
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AND SEDIMENT CONTROL BMP'S", DEPARTMENT OF ENVIRONMENTAL PROTECTION, LATEST REVISION.
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2. THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED
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CONDITION FOR A MINIMUM TIME. AREAS SHALL BE PERMANENTLY STABILIZED WITHIN 7 DAYS OF FINAL
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GRADING AND TEMPORARILY STABILIZED WITHIN 7 DAYS OF INITIAL DISTURBANCE OF THE SOIL. IF THE
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DISTURBANCE IS WITHIN 75 FEET OF A WETLAND OR WATERBODY, THE AREA SHALL BE STABILIZED WITHIN 2
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b. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT FEASIBLE ON
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SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE
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OF 800 POUNDS PER ACRE OR 18.4 POUNDS PER 1,000 SQUARE FEET USING 10-20-20 (N-P205-K20) OR
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EQUIVALENT. APPLY GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) AT
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c. FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A MIXTURE OF
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47% CREEPING RED FESCUE, 5% REDTOP, AND 48% TALL FESCUE. THE LAWN AREAS WILL BE SEEDED
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TO A PREMIUM TURF MIXTURE OF 44% KENTUCKY BLUEGRASS, 44% CREEPING RED FESCUE, AND 12%
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PERENNIAL RYEGRASS: SEEDING RATE IS 1.03 LBS PER 1000 SQ. FT. LAWN QUALITY SOD MAY BE
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d. HAY MULCH AT THE RATE OF 70-90 LBS PER 1000 SQUARE FEET OR A HYDRO-APPLICATION OF ASPHALT,
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WOOD OR PAPER FIBER SHALL BE APPLIED FOLLOWING SEEDING. A SUITABLE BINDER SUCH AS
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14. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS ONCE THE SITE IS STABILIZED
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* A HYDRO-APPLICATION OF ASPHALT, WOOD, OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE
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BINDER SUCH AS CURASOL OR RMB PLUS SHALL BE USED ON HAY MULCH FOR WIND CONTROL.
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9. NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN ONE AND ONE HALF TO ONE (1.5 TO 1).
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10. IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST,
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USE TEMPORARY MULCHING (DORMANT SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE AND DELAY
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45 DAYS PRIOR TO THE FIRST KILLING FROST (OCT. 1) TO PROTECT FROM SPRING RUNOFF PROBLEMS.
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12. DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT WILL BE RETURNED TO THE SITE AND REGRADED
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ONTO OPEN AREAS. POST SEEDING SEDIMENT, IF ANY WILL BE DISPOSED OF IN AN ACCEPTABLE MANNER.
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13. REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE.
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ALL DISTURBED AREAS NOT OTHERWISE STABILIZED WILL BE GRADED, SMOOTHED, AND PREPARED FOR FINAL
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a. FOUR INCHES OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO A UNIFORM
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11. TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED BY AUG. 15 OR
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WINTER CONSTRUCTION
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*Seed Rate Only
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Late Summer/Early Fall Prennial Ryegrass 40 lbs/acre
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Annual Ryegrass 40 lbs/acre
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Spring (4/1 - 7/1) Oats 80 lbs/acre
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Winter (11/1 - 4/1)Mulch w/ Dormant Seed 80 lbs/acre*
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Fall (9/15 - 11/1) Winter Rye 112 lbs/acre
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Oats 80 lbs/acre
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Summer (5/15 - 8/15) Sudangrass 40 lbs/acre
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(8/15 - 9/15)
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Season Seed Rate
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Additional temporary seed mixture (for periods less than 12 months).
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EROSION CONTROL DURING CONSTRUCTION
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1. WINTER CONSTRUCTION PERIOD: OCTOBER 1 THROUGH APRIL 15
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TO PLACEMENT.
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SEDIMENT BARRIERS MUST BE USED.
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7. AREAS WITHIN 100 FEET OF STREAMS THAT ARE NOT STABILIZED WITH VEGETATION BY DEC. 1 SHALL BE MULCHED
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AND ANCHORED WITH NETTING. IF WORK CONTINUES IN THIS AREA DURING THE WINTER, A DOUBLE LINE OF
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EXPOSED AREA SHOULD BE LIMITED TO THAT WHICH CAN BE MULCHED IN ONE DAY.
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DURING WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR
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ANCHOR MULCH WITH PEG AND TWINE (1 SQ. YD./BLOCK); MULCH NETTING (AS PER MANUFACTURED; WOOD CELLULOSE
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FIBER (750 LBS/ACRE); USE OF A SERRATED STRAIGHT DISK. WETTING FOR SMALL AREAS AND ROAD DITCHES MAY
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WETLAND OR THE BOUNDARY OF WETLAND DISTURBANCE. ALL AREAS WITHIN 75 FEET OF A PROTECTED NATURAL
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RESOURCE MUST BE PROTECTED WITH A DOUBLE ROW OF SEDIMENT BARRIERS DURING WINTER CONSTRUCTION.
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WETLANDS WILL BE PROTECTED WITH EROSION CONTROL MIX OR SILT FENCE INSTALLED AT THE EDGE FOR THE
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INSTALL EROSION CONTROL MIX AT TOE OF SLOPES TO FILTER SILT FROM RUNOFF. SEE E.C. MIX DETAIL FOR PROPER
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INSTALLATION. EROSION CONTROL MIX WILL REMAIN IN PLACE PER NOTE #5. THE USE OF AN EROSION CONTROL MIX
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BERM IS PROHIBITED AT THE BASE OF SLOPES STEEPER THAN 8%%% OR WHERE THERE IS FLOWING WATER.
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ALL STORMWATER WILL BE PREVENTED FROM RUNNING ONTO STOCKPILES. SADIMENT BARRIERS WILL BE INSTALLED
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DOWNGRADIENT OF ALL STOCKPILES.
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SIGNIFICANT STORM EVENT.
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PERMANENT POST-CONSTRUCTION BMP'S (VEGETATED SWALES, WET PONDS, ETC.) WILL NOT BE USED TO MANAGE
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FLOWS DURING CONSTRUCTION WITHOUT SPECIAL PROTECTION AND/OR RESTORATION.
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BE PERMITTED.
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DEVELOPING AREAS AS CONTAINED IN THE LATEST REVISION OF TO THE 2003 MAINE EROSION AND SEDIMENT CONTROL
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BMP'S MANUAL FOR DESIGNERS AND ENGINEERS, AND THE LATEST REVISION TO THE 2003 MAINE EROSION AND
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SEDIMENT CONTROL FIELD GUIDE FOR CONTRACTORS. SEE MANUALS FOR ADDITIONAL INFORMATION AND DETAILS.
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OR SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION OR DECOMPOSURE.
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ALL ERSOION CONTROL STRUCTUREES WILL BE INSPECTED, REPLACED, AND/OR REPAIRED EVERY 7 DAYS AND
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IMMEDIATELY BEFORE AND FOLLOWING ANY SIGNIFICANT RAINFALL (ONE INCH OR MORE IN A 24-HOUR PERIOD)
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SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS
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REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN
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PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE STABILIZED BY TURF. EROSION
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CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF PERMANENT STABILIZATION. PERMANENT STABILIZATION
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IS 90%%% GRASS CATCH IN VEGETATED AREAS.
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IF AN INSPECTION DETERMINES THAT A CORRECTIVE ACTION IS REQUIRED, THE ACTION OR REPAIR SHALL BE STARTED
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BY THE END OF THE NEXT WORKDAY AND COMPLETED WITHIN SEVEN DAYS OR BEFORE THE NEXT STORM EVENT.
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NON-STORMWATER DISCHARGES EXIST, THEY MUST BE IDENTIFIED AND STEPS SHOULD BE TAKEN TO ENSURE THE IMPLEMENTATION
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OF APPROPRIATE POLLUTION PREVENTION MEASURES FOR THE NON-STORMWATER COMPONENT(S) OF THE DISCHARGE.
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AUTHORIZED NON-STORMWATER DISCHARGES ARE:
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IF AN INSPECTION DETERMINES THAT A CORRECTIVE ACTION IS REQUIRED, THE ACTION OR REPAIR SHALL BE STARTED
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BY THE END OF THE NEXT WORKDAY AND COMPLETED WITHIN SEVEN DAYS OR BEFORE THE NEXT STORM EVENT.
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EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT NO MORE THAN 1 ACRES OF THE SITE IS
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WITHOUT STABILIZATION AT ANY ONE TIME.
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CONTINUATION OF EARTHWORK OPERATIONS ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL
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SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO MORE THAN ONE ACRE OF THE
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SITE IS WITHOUT EROSION CONTROL PROTECTION.
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SEDIMENT BARRIERS (EROSION CONTROL MIX, STONE CHACK DAMS, STABILIZED CONSTRUCTION ENTRANCE, ETC.)
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SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF THE CONTRIBUTING DRAINAGE AREA ABOVE THEM.
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THE CONTRACTOR SHALL MAINTAIN THE STABILIZED CONSTRUCTION ENTRANCE UNTIL ALL DISTURBED AREAS ARE
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STABILIZED.
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- DISCHARGES FROM FIREFIGHTING ACTIVITY;
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- FIRE HYDRANT FLUSHINGS;
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- VEHICLE WASHWATER IF DETERGENTS ARE NOT USED AND WASHING IS LIMITED TO THE EXTERIOR OF VEHICLES (ENGINE,
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- DUST CONTROL RUNOFF IN ACCORDANCE WITH PERMIT CONDITIONS AND APPENDIX (C)(3);
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- ROUTINE EXTERNAL BUILDING WASHDOWN, NOT INCLUDING SURFACE PAINT REMOVAL, THAT DOES NOT INVOLVE DETERGENTS;
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- PAVEMENT WASHWATER (WHERE SPILLS/LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE NOT OCCURRED, UNLESS ALL SPILLED
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- UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATE;
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- UNCONTAMINATED GROUNDWATER OR SPRING WATER;
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- FOUNDATION OR FOOTER DRAIN-WATER WHERE FLOWS ARE NOT CONTAMINATED;
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- UNCONTAMINATED EXCAVATION DEWATERING (SEE REQUIREMENTS IN APPENDIX C(5));
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- POTABLE WATER SOURCES INCLUDING WATERLINE FLUSHINGS; AND
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- LANDSCAPE IRRIGATION.
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UNDERCARRIAGE AND TRANSMISSION WASHING IS PROHIBITED);
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MATERIAL HAD BEEN REMOVED) IF DETERGENTS ARE NOT USED;
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%%UADDITIONAL REQUIREMENTS.%%U ADDITIONAL REQUIREMENTS MAY BE APPLIED ON A SITE-SPECIFIC BASIS.
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%%UUNAUTHORIZED NON-STORMWATER DISCHARGES.%%U THE DEPARTMENT'S APPROVAL UNDER THIS CHAPTER DOES NOT AUTHORIZE
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A DISCHARGE THAT IS MIXED WITH A SOURCE OF NON STORMWATER, OTHER THAN THOSE DISCHARGES IN COMPLIANCE WITH
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APPENDIX C (6). SPECIFICALLY, THE DEPARTMENT’S APPROVAL DOES NOT AUTHORIZE DISCHARGES OF THE FOLLOWING:
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- WASTEWATER FROM THE WASHOUT OR CLEANOUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS
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OR OTHER CONSTRUCTION MATERIALS;
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- FUELS, OILS OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE;
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- SOAPS, SOLVENTS, OR DETERGENTS USED IN VEHICLE AND EQUIPMENT WASHING; AND
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- TOXIC OR HAZARDOUS SUBSTANCES FROM A SPILL OR OTHER RELEASE.
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FINAL GRADING, SEE "VEGETATION" MEASURE FOR INFORMATION ON PROPER SEEDING.
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PERMANENTLY SEED AREAS NOT TO BE PAVED WITHIN SEVEN DAYS OF COMPLETING
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MEASURE FOR DETAILS AND SPECIFICATIONS FOR THESE CONTROLS.
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THE ACTIVE CONSTRUCTION AREA. SEE THE "MULCHING" MEASURE AND "VEGETATION"
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USE TEMPORARY MULCH AND RYE-SEED TO PROTECT DISTURBED SOILS OUTSIDE
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%%UHOUSE SITE, TYP.
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WATERS AND WETLANDS. SEE THE "BUFFERS" MEASURE FOR BUFFER PRESERVATION.
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PRESERVE BUFFERS BETWEEN THE WORK AREA AND ANY DOWNSTREAM SURFACE
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STEEP SLOPES, CHANNELIZED FLOW, OR ADJACENT SURFACE WATERS AND WETLANDS.
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MARK CLEARING LIMITS ON THE SITE TO KEEP EQUIPMENT OUT OF AREAS WITH
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CONSTRUCT A DIVERSION DITCH TO KEEP UPSLOPE RUNOFF OUT OF WORK AREA.
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SEE THE "SEDIMENT BARRIERS" MEASURE FOR DETAILS ON INSTALLATION AND MAINTENANCE.
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INSTALL SEDIMENT BARRIERS ON YOUR SITE BEFORE DISTURBING SOILS.
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ROAD GRADE
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%%UMAINTENANCE
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%%UINSTALLATION
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NOT TO SCALE
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DRIVEWAY
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IN ROAD DITCH
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STONE CHECK DAM
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25' MIN.
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CONSTRUCTION
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PLEASE REFER TO THE OPERATIONS AND MAINTENANCE PLAN FOR THIS PROJECT
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FOR A DETAILED OUTLINE OF ALL POST CONSTRUCTION MAINTENANCE REQUIREMENTS.
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FOR INSTALLATION INSTRUCTIONS.
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CONTROL FIELD GUIDE FOR CONTRACTORS
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SEE MAINE EROSION AND SEDIMENT
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LEVEL CONTOUR.
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PLACE BARRIER ALONG RELATIVELY
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EROSION CONTROL
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MIX BERM
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24" MIN.
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EROSION CONTROL MIX SHOULD
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CONTAIN A WELL GRADED MIXTURE
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OF PARTICLE SIZES AND MAY
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CONTAIN ROCKS LESS THAN 4" IN
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DIAMETER. ECM SHOULD BE FREE OF
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REFUSE, PHYSICAL CONTAMINATES,
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AND MATERIAL TOXIC TO PLANT
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-ORGANIC MATTER > 80%%% DRY WEIGHT
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-PARTICLE SIZE BY WEIGHT: 100%%% PASSING 6" SCREEN
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75-85%%% PASSING 0.75" SCREEN
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-ORGANIC PORTION TO BE FIBROUS & ELONGATED
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-SOLUBLE SALT CONTENT < 4.0 MMOHS/CM.
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-pH TO BE BETWEEN 5.0 & 8.0
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ECM BERM PROHIBITED AT THE BASE
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OF SLOPES > 8%%% OR WHERE THERE
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IS FLOWING WATER.
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WOODEN STAKES
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(MIN. 4' LONG)
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FILTER FABRIC
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SILT FENCE DETAIL
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KEY FABRIC IN A
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6"X6" TRENCH W/
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BACKFILL.
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SILT FENCE SHALL BE
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A 3' FENCE OF 120LB/M
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(W/ REINF. BACK OF 6"
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WIRE MESH, POSTS 6' O.C. MAX)
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OR 200LB/M (W/ NO
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REINF. POSTS 6' O.C. MAX)
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EXIST. GROUND
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FILTER FABRIC
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WOODEN STAKES
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ROLL END STAKES
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END POST DETAIL
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12" MIN.
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WIRE MESH
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(OPTIONAL)
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(UPSTREAM SIDE)
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PONDING HEIGHT
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WOOD STAKE (36" MAX.)
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6"X6" TRENCH W/
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COMPACTED BACKFILL
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9" MAX. STORAGE
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3/4" CLEAN STONE
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%%UWITH TRENCHING
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%%UWITHOUT TRENCHING
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STABILIZED CONSTRUCTION ENTRANCE
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Ex. Pavement
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Ex. Ground
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12' MIN.
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R=20' TYP.
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DIVERSION RIDGE REQ'D. WHERE
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Ex. Ground
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Existing Pavement
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PROPOSED GRADE EXCEEDS 2%%%
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6" MIN. 2-3" DIA. STONE
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FABRIC OR EQUAL
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MIRAFI 600X FILTER
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50' MIN.
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THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT
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TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAYS. THIS MAY
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REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED
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TO TRAP SEDIMENT.
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WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO
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PUBLIC RIGHT OF WAY.
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WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED
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WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
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OR SEDIMENT BASIN.
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Submitted Sketch Plan to Town
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Submitted Preliminary Plan to Town
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STEVEN J.
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No. 11695
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BLAKE II
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Submitted to Maine DEP and ACOE for Permitting
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Revised to Show No Well Zones
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11/24/20
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Submitted to DEP and ACOE to Reduce Stream Setback
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Submitted to DEP and ACOE to Reduce Stream Setback
