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Appendix F
[' 1 EIP BENTN68°5064°09'34"B39 PG E (GRID)
145) 199.76'
).02' — — N64°12'59"E 80.36' EIP
/ FC
34.54 34 ---
35 TOE/14"PINE
I 14"PINE 2"
OAK
12»CERA.&
9' ABANDONED SEABOARD+NAI _ 37 = 2O�PINE �o
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1 PINE ---------—
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16"GUM
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11115
4 18"PINE /
43 33 PORTION OF LOT 22 a I /� _F 33 — — — — 33
FISHERVILLE Z co L — 33 FL — — 32 —
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R05009-004-025-000 Z �\ 3 F _
I DB 2905 PG 981
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OHP 63
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NC GRID COORDINATES // Co _ — 1 _ _ 0 H P 25LSTREMAM N 183 40.56
N 183653.2940 // — — OHP __E_23� 4WE72
E 2344258.06 \
24"/20"/18" OAK 30.00 38 ------ — ------ H GUY WIRE
_ 15.0b
—
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EIP TO IPS (FIELD) / wM IPS FIBER OPTIC GENERAL UTILIT EASEME T
FIBER OPTIC// FIBER OPTIC 8 \
DB 2722 G 520
_ EIP__
DRIVE co S65° 1 1'53"W 207.89' CURB IN T 1
24"/20"/18 ' OAK— 40 [r] V—.=39.08 MEND OF \ —/
DRIV BACK OF CURB DRIVE I.E.=35-73 \CURB
_ ___�----- _________— --- ____—______
C0NC. CURS
\ EDGE OF PAVEMENT EDGE OF PAVEMENT
[SSMH
ELEV.=40.30 SITE BENCHMARK
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SOUTH BOUND LANES Ao NAVD 88 DATUM
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TOTAL WETLANDS IMPACT
5665 SF / 0.13 AC
e —
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DROP INLET
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I.E.=31 .84
SON—SITE WETLAND IMPACT #1
3,910 SF/ 0.09 AC
-- ---
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ELEVATION FLOOR
zzz 37.25,
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WV
BUILDING
WETLAND
IMPACTS
IMPACT PERMANENT
# IMPACT
AREA (SF)
1 3,910
PORTION OF LOT 24 AND 25
FISHERVILLE '
MB 67 PG 101 I
N/F ALEX PEARSON STANLEY
R05009-004-034-000 I
DB 159 PG 1646
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"HONDA OF WILMINGTON" I
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EIP TO IPS (FIELD) / wM IPS FIBER OPTIC GENERAL UTILIT EASEME T
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DB 2722 G 520
_ EIP__
DRIVE co S65° 1 1'53"W 207.89' CURB IN T 1
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_ ___�----- _________— --- ____—______
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\ EDGE OF PAVEMENT EDGE OF PAVEMENT
[SSMH
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SOUTH BOUND LANES Ao NAVD 88 DATUM
G 100' PUBLIC R/W
APPARENT GAP
n�
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TOTAL WETLANDS IMPACT
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e —
ftftft
15 „ RCP ft -ft ftftft
DROP INLET
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SON—SITE WETLAND IMPACT #1
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-- ---
FlNls
ELEVATION FLOOR
zzz 37.25,
_FH — — — —
*_1
WV
BUILDING
WETLAND
IMPACTS
IMPACT PERMANENT
# IMPACT
AREA (SF)
1 3,910
PORTION OF LOT 24 AND 25
FISHERVILLE '
MB 67 PG 101 I
N/F ALEX PEARSON STANLEY
R05009-004-034-000 I
DB 159 PG 1646
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"HONDA OF WILMINGTON" I
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24 / 25
- - - - - - - ----------1--------
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