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BUFFER IMPACTS:
2,174 SF IN ZONE 1
BUFFER IMPACTS: •\
1,124 SF IN ZONE 2 •
18' WIDE
GRAVEL DRIVE
%
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LIMITS OF
DISTURBANCE
•
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65' ORANGE COUNTY N
BUFFER FROM EDGE OF
STREAM/WETLANDS
1
FI
CLASS 1 RIP RAP
IRREGULAR SHAPE, 24"THICK
FIT TO MATCH BANKS
AND CHANNEL BOTTOM
'
'
CLASS 1 RIP RAP
IRREGULAR SHAPE
LENGTH: 10' MIN
WIDTH: FIT TO
STREAM BANKS AND
CHANNEL BOTTOM BUFFER IMPACTS:
24"THICK /2,469 SF IN ZONE 1
r
STREAM SB
•
/ •
BUFFER IMPACTS:
1,766 SF IN ZONE 2
l
i,♦
42 LF BOX CULVERT
5' TALL x 8' WIDE © 0.50% SLOPE
INV IN: 545.11 (STREAM BED)
F F
w • / INV OUT: 544.90 (STREAM BED)
, F �O - / • N % EMBED STRUCTURE 1' BELOW STREAM BED
+ /
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(DELINEATED
• 1, BY OTHERS)
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65' ORANGE COUNTY
BUFFER FROM EDGE OF
STREAM/WETLANDS

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WETLANDS IMPACTS:
1,918 SF OF PERMANENT FILL
AND PIPE FOR CONSTRUCTION
OF ENTRANCE ROADWAY
(INCLUDES BOTH SIDES OF
STREAM)
18' WIDE
GRAVEL DRIVE
♦
•
♦
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LIMITS OF
DISTURBANCE
♦ I
I
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N
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65' ORANGE COUNTY N
BUFFER FROM EDGE OF
STREAM/WETLANDS
•
CLASS 1 RIP RAP
IRREGULAR SHAPE, 24"THICK
FIT TO MATCH BANKS
AND CHANNEL BOTTOM
LIMIT OF TEMPORARY
STREAM IMPACTS DOWNSTREAM
FROM STRUCTURAL STABILIZA11ON:
6 LF OF STREAM CHANNEL
•
•
\•
♦
♦
WETLAND
N \w AREA WB
°(DELINEATED
1, BY OTHERS)
W
CLASS 1 RIP RAP
IRREGULAR SHAPE
LENGTH: 10' MIN
WIDTH: FIT TO
STREAM BANKS AND
CHANNEL BOTTOM
24"THICK
1
42 LF BOX CULVERT
5' TALL x 8' WIDE © 0.50% SLOPE
INV IN: 545.11 (STREAM BED)
INV OUT: 544.90 (STREAM BED)
EMBED STRUCTURE 1' BELOW STREAM BED
STRUCTURAL STABILIZATION
(CHANNEL AND BANK):
,.11 LF OF STREAM CHANNEL
F• • STREAM SB •
LIMIT OF TEMPORARY •
STREAM IMPACTS FOR
PUMP AROUND SYSTEM:
20 LF OF STREAM CHANNEL
SILT
FENCE
TEMPORARY CREEK
PUMP —AROUND
SYSTEM. SEE DETAIL
PERMANENT FILL FOR
PIPE/ROAD: 44 LF OF
STREAM CHANNEL
STRUCTURAL STABILIZATION
(CHANNEL AND BANK):
45 LF OF STREAM CHANNEL
i
65' ORANGE COUNTY
'BUFFER FROM EDGE OF
� STREAM/WETLANDS

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WETLANDS IMPACTS: ,
1,918 SF OF PERMANENT FILL
AND PIPE FOR CONSTRUCTION
OF ENTRANCE ROADWAY
(INCLUDES BOTH SIDES OF
STREAM)
18' WIDE
GRAVEL DRIVE
LIMITS OF
DISTURBANCE
♦
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OR TEMP.CREEKOUND \\�w
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\ 65' ORANGE COUNTY
BUFFER FROM EDGE OF
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IRREGULAR SHAPE, 24"THICK
FIT TO MATCH BANKS
AND CHANNEL BOTTOM
LIMIT OF TEMPORARY
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FROM STRUCTURAL STABILIZA11ON:
6 LF OF STREAM CHANNEL
•
•
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•
•
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\ ..BY OTHERS)
•
STRUCTURAL STABILIZATION
(CHANNEL AND BANK):
,.11 LF OF STREAM CHANNEL
•
�51REAM Ste;
LIMIT OF TEMPORARY
STREAM IMPACTS FOR
PUMP AROUND SYSTEM:
20 LF OF STREAM CHANNEL
•
SILT
FENCE
42 LF BOX CULVERT
5' TALL x 8' WIDE © 0.50% SLOPE
INV IN: 545.11 (STREAM BED)
INV OUT: 544.90 (STREAM BED)
EMBED STRUCTURE 1' BELOW STREAM BED
/ TEMPORARY CREEK
/ PA
SYSTEM.UMP— SEE DETAIL
PERMANENT FILL FOR
PIPE/ROAD: 44 LF OF
STREAM CHANNEL
STRUCTURAL STABILIZATION
(CHANNEL AND BANK):
45 LF OF STREAM CHANNEL
65' ORANGE COUNTY
BUFFER FROM EDGE OF
STREAM/WETLANDS

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•
LINER:
DOUBLE
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WETLANDS IMPACTS:
2,144 SF OF PERMANENT
FILL FOR CONSTRUCTION
OF ENTRANCE ROADWAY
♦
♦
♦
LINER:
♦
LIMITS OF
DISTURBANCE:
5.28 ACRES OR
229,953 SF
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12' WIDE STONE FILTER OUTLET
W/1300 CF STORAGE MINIMUM
-DRAINAGE AREA: 0.36 AC
TOP OF BERM" 568.00
BOT OF STORAGE: 564.00
DISCHARGE TO
-NON—JURISDICTIONAL WETLANDS;
USE CARE TO PERSERVE
WETLANDS DURING CONSTRUCTION
•
•
NON —JURISDICTION AL
WETLAND AREA WB
(DELINEATED
BY OTHERS)
•
•
•
fi
LINER:
JUTE NET
WETLANDS IMPACTS:
1,584 SF OF TEMPORARY IMPACT
FOR CONSTRUCTION OF EROSION
CONTROL MEASURES DURING
ENTRANCE ROAD CONSTRUCTION
SILT FENCE

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aft
aloft
♦
COIR
WATTLE
•
LINER:
DOUBLE
ROVING
♦
WETLANDS IMPACTS:
2,144 SF OF PERMANENT
FILL FOR CONSTRUCTION
OF ENTRANCE ROADWAY
♦
.LIMITS OF
DISTURBANCE:
5.28 ACRES OR
229,953 SF
♦
•
LINER:
DOUBLE ROVING
♦
♦
•
•
•
•
•
•\
♦
♦•
•
•
•
•
•
12' WIDE STONE FILTER OUTLET
W/1300 CF STORAGE MINIMUM
DRAINAGE AREA: 0.36 AC
TOP OF BERM" 568.00
BOT OF STORAGE: 564.00
DISCHARGE TO
NON —JURISDICTIONAL WETLANDS;
USE CARE TO PERSERVE
WETLANDS DURING CONSTRUCTION
NON —JURISDICTIONAL
WETLAND AREA WB
(DELINEATED
BY OTHERS)
WETLANDS IMPACTS:
1,584 SF OF TEMPORARY IMPACT
FOR CONSTRUCTION OF EROSION
CONTROL MEASURES DURING
ENTRANCE ROAD CONSTRUCTION
LINER:
JUTE NET
LIMITS OF SURVEYED
TOPOGRAPHY
SILT FENCE

NOISIf3H ONIMVHO
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LIMITS OF
/ DISTURBANCE:
5.28 ACRES OR
229,953 SF
SILT FENCE
G
WETLANDS PACTS
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3,594 SF OF PER NT FILL
-."N•\H---4441141011;7)101
FOR CONSTRUCTIO OF SHED + I
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PRIOR TO. + + ��
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DRIVEW -DESIGN
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12' WI
GRAVEL DRIVE
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VOLUNTARY INCREASED
SETBACK TO PROTECT
WETLANDS
•
FIELD VERIFY GRADES PRIOR TO
CONSTRUCTION OF SHARED DRIVE.
COORDINATE CONSTRUCTION AND FILL
OPERATIONS WITH DESIGN ENGINEER.
HOUSE AND
PARKING
PADS
/• •/+ ++\
+ + + ...
+ + + +-
+ + + +

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12' WIDE
GRAVEL DRIVE
3,594 SF
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♦
•
WETLANDS "ACTS:
OF PER ENT FILL
TRUC110 -OF SHARED
WAY. FIELD SURVEY
P��' 'HY PRIOR TO
110N AND ADJIDESIGN TO '`'"
A.
i-
LIMITS OF
DISTURBANCE:
5.28 ACRES OR
229,953 SF
SILT FENCE
�J
VOLUNTARY INCREASED
SETBACK TO PROTECT
WETLANDS
/
/
LIMITS OF SURVEYED
TOPOGRAPHY
•
•
•
FIELD VERIFY GRADES PRIOR TO
CONSTRUCTION OF SHARED DRIVE.
COORDINATE CONSTRUCTION AND FILL
OPERATIONS WITH DESIGN ENGINEER.
7+ +
HOUSE AND
/PARKING
PADS
�+ +
+ + + +,
+ + + +

NOISIf3H ONIMVHO
N
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0
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5'
CD
CD
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12' WIDE
GRAVEL DRIVE
•
LIMITS OF
DISTURBANCE:
5.28 ACRES OR
229,953 SF
•
WETLANDS IMPACTS:
1,284 SF OF PERMANENT FILL
FOR CONSTRUCTION OF
DRIVEWAY
•
•
-'<\_ .
VOLUNTARY INCREASED\
SETBACK TO PROTECT
WETLANDS
24 LF 15" RCP © 0.00% SLOPE
PLACE AT LOW POINT IN DRIVE CROSSING
(FIELD VERIFY AND COORDINATE WITH
DESIGN ENGINEER PRIOR TO CONSTRUCTION)
HOUSE AND
PARKING
PADS

NOISIf3H ONIMVHO
N
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At . LIMITS OF ,L T . 0• DISTURBANCE:
5.28 ACRES OR
���\ it* •
• / 229,953 SF
.-
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WETLANDS IMPACTS:
1,284 SF OF PERMANENT FILL
FOR CONSTRUCTION OF
\ DRIVEWAY
\ 24 LF 15" RCP © 0.00% SLOPE
PLACE AT LOW POINT IN DRIVE CROSSING
(FIELD VERIFY AND COORDINATE WITH
DESIGN ENGINEER PRIOR TO CONSTRUCTION)
LIMITS OF SURVEYED
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