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I TOP: 32.79 ~ LINEAR IMPACT - 22 LF • • 3 _ _ _ _ _ _ - - -
_ ,'j : I OUT: 318,84 1 BUFFER ZONE 1 - 657 SF + 635 SF .1,292 SF ,Y~~.•.•.•.•.•.•..~ ~ - Ex. s° ss _ _ _ _ _ ~ _ _ _ 49 ~ / ~ Q O
- 439 SF + 419 SF = 858 SF i ~ _ ~ ` ~ BUFFER ZONE 2 ~ . I EX. MH 111 EX. MH 112 ! ( ( ~ ` i / W ~ a ~~~\y~ 50 I I: ~ / ~
WETLAND IMPACT - 2 012 S.F. 0.0462 AC. ~ - _ ~ ) ~ _ _ ~ ` ' / : ~ J I - - .l \ PROP I - - _ ' - ( ~ eN. I
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Q ~ ~ .rV ~~.'I ~ ~ DB 553, 428 N ~ \ ~ 50 TAR-PAMLICO 37 [1 1 P 140 ' ~ • \ STREAM BUFFER ~ 35 35 / ~ ~ ~ _ ~ EX. MH 115 ~ ~ e (7
PIN. 1863-64 8819 > • • ,~i. • ~ • - ; ~ ~ (MEASURED FROM TOP ~ r•f / ti/ I I EX. MH 114~EX. 8" z
~ \ • • ~ + : \ OF BANK EACH SIDE ` ~ /
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a o / `IN: 316.32 / '0 ~ ~ y., ~'i I III EX. MH 116 11 I I 51 ~ '
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LINE S-1 r E . MH 35 / •01 o - i I 1~ r RAY'S CREEK • 1tl7+01,64 n S A. _ J / I 1 1 to
SEWER INTERCEPTOR / I 1 N1 ~ 33 33 I I 52
EX 1 . 30 PERMANENT I 1 1 O II I ~
SEWER EASEMENT / / 30.00' ~ / / 1 1 POND. DB 1744, PG 175 32 I A N I Z I~ a
P 217 / I / PB Z008, G I ` ~ : ~ / 1 17 Iw ~ N
/ , ( ` / / I ~ ~ ~
I I / : \ / ~ ~ EX.MH101 ~ 27 I ®~~,UN~ ~
/ 'TOP: 342.93 - I I ~ SIN: 334.58 1 I V d00~~tr ti 0 ~ j p I Oi~ ~ p s 00 tt' V
~ / OUT: 334.48 ° a ~ ~ , o l ~ ; P I N C~~ oo N
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STREAM BUFFER 4 SS ~ EX. MH 102 / ~ / ~ (MEASURED FROM TOP Q i 13 \ ~ 20 I 54
OF BANK, EACH SIDE) / ~ ~ \ /
~ ~i,oo' i 1 . l~_ 10.00' / ~ ~ / - / 30 ~ , xi ~l
/ / / 30 FRANKLIN COUNTY ~ ~ ~ / \ V / Y.. 50.0 ' ~ / / / ~ 2 / SANITARY SEWER EASEMENT ~~g5 X~ \ ~ 21
LOT 7 4 00 me/ ~ MB 2008, PG 354 / ~ ~ ~ 22 I' IIIIIII
r ~ / , ~ N ~ / + 23 ~ ~ e ~ ~ ~ ~ 23 24 I IIIII~
N F ~ ~ ~ Ord: lm ~ / ! _ ~ / \ ~ ~ 2 W / ~ EX. MH 103 FRANKLIN COUNTY ~ / ~ ~ ~ ~ ~ / \
C~ 14! \ DB 1653, 355 ~ N l ~ _ / ~ ~ ~ ~ N A. U. o ~ ~ ~ 25 Iillll
PIN: 1863-73-4757 / o / / ~ \ N / 4 N I / \ ~ 4,, 0 ~ ~ ~ f ~ EX. MH 109 55 IIIIIII
k• o ~ I \ ! 2 / ~ F ~ / . / / ~ k, ~ 4 o EX. MH 107 8 \ / ' I T ~
/ ! ~ I - - r - / I 9 - 12 ~ ! \ EX. MH 104 IN 1 IIIIIII
/ / 11 \ \ ,c - I - _ I _
EX. MH 36 I ~ _ 7r - - STA: 111 +06.16 ~ ` _ I I WI
a I i - _ II TOP: 313.13 ~ 1 l 4 _ _ _ I
IN: 303.28 ~'V4, ~a I ----T"1--4~.- EX OUT. 302.48 aP'~ I~°a'~' 1~ ~~I I - _ _ -EX. MH 105 - ~ I SS-. I EX, MH 106 ~ m
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`~~.LINEAR IMPACT - 21 LF NEW 30' FRANKLIN COUNTY o /~I I r\ 57
SANITARY SEWER EASEMENT BUFFER ZONE 1 - 605 SF + 613 SF = 1,218 SF i ~
- EX. MH 37 ~ ~ ~ BUFFER ZONE 2 - 403 SF + 409 SF = 812 SF ~ ~ i I ~
3 STA: 112+53.96 \ I ~
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a NEW 20' FRANKLIN COUNTY ~ ~ ~ SANITARY SEWER EASEMENT ` V ~ , ~
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N I M PACT TYPE. LENGTH. ZONE 1 ZONE 2 BUFFER TOTAL CONSTRUCTION. 60 0 30 60 120 240 o ?
- - - 1 PERENNIAL STREAM 21 LF 1,218 SF 812 SF 2,030 SF SANITARY SEWER w W,# a ~~W
2 PERENNIAL STREAM 22 LF 1,292 SF 858 SF 2,150 SF SANITARY SEWER
2 TOTALS 43 LF 2,510 SF 1,670 SF 4,180 SF m ( IN FEET)
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STREAMS AND WETLANDS IMPACTS TABLE v
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STREAM BUFFER DISTURBANCES: STREAM MEANDER N/F r,~.,
IMPACT TYPE: LENGTH: zoNE 1 zoNE 2 BUFFER TOTAL CONSTRUCTION: SIMON ROGERS
21 LF 1,218 SF 812 SF 2,030 SF SANITARY SEWER OB 553, 428 1 PERENNIAL STREAM PB 1, PG 140
2 PERENNIAL STREAM 22 LF 1,292 SF 858 SF 2,150 SF SANITARY SEWER PIN: 1863-64-8819
LINE S-1 TOTALS 43 LF 2,510 SF 1,670 SF 4,180 SF RAY'S CREEK 50' TAR-PAMLICO Z
SEWER INTERCEPTOR STREAM BUFFER ~
~ EX. 30 PERMANENT / WER (MEASURED M TOP w
SEWER EASEMENT Y SE~ r DB 1744, PG 175 SP ~ OF BA EACH SIDE) ~ o~~a~.oo~
PNC ~ PB 200 ~ LPG 217 ~ R 35 / j _ ~
50' TAR-PAMLICO ooi / ~ S0~ I STREAM BUFFER EX• 2 /
TAB- A LI I LOT 7 (MEASURED FROM TOP ~ _ Z~~
BUFF I PACT #1 OF BANK, EACH SIDE 35 ~ / , J ~ ~ CREEK IS.~ - \ 50:00 \ F 2 ~
F EX. MH 36 N/F o STA: 107+01.64 0> J LINEAR IMPACT - 21 L ~ ~'b.~oo a~d~, _ ~A: 111+06.16 FRANKLIN COUNTY < ~
- +613 SF-1218 SF p~~ ~ BUFFER ZONE 1 605 SF TO~a 313.13 DB 1653, 355 / ~ of ~ ~ W
BUFFER ZONE 2 - 403 SF + 409 SF = 812 SF p , i~ / ~ IN. ~ 3 28 PIN: 1863-73-4757 / / / OUT: 2.48 _ ~ e . REFk Q
.r~.oo~_-- / ~ _ . - -
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VC SANITARY SEWER _ / ~ ` 3 - EX. 1 -
- ,~oo~J"'""'- air a,~ of / k,. ~ ,
EX. MH 37 -
STA: 112+53.96 _ ~ j ,e , 1 e- ~~1~ + t.w ,`,~`i ~ \ \ ~U; i -SGT=
- - ~J - I I I ~ ~'i ZONE 2'
50..0 0 2 F PACT 2 L I AR IM L NE / J~
. ~ E 1 - 657 SF + 635 SF 1 292 SF BUFFER ZON , i o~~ i NEW 20' FRANKLIN COUNTY ~ ~ ~ - - J.. ..r ;`~y+' ~ / ~ lQ~y F(D 11 rrrrrnnnuruunwuu~uoa`\\
'ti~h :SANITARY SEWEf2 EASEMENT TOP OF CREEK BANK / ` / ~ ' ,BUFFER ZONE 2 439 SF + 419 SF 858 SF i ~ / ~ ~ ~RF~,o ~ S p J ABANDO~
~L r < 60.00 I ~ CREEK IS R ! / ~ - / , J y. r goo PROP S~ - . \
rn ~ ~ / ~MH 2E ~ p~8~® TOP M 316?91 ~ 1 ~ ct~
- - TOP OF CRE 1'CgNp ` ~ ` ~ , a N % , EfE BANK / 0 / ? p IN: 307.96 _ ~ ~
~ ' NEW 30' FRANKLIN: COUNTY ~ p~Asog ~ _~s ~ N
O F:~ W NT ZONE 1 1ooYRPL ` SANITARY SE ER EASEME ~ `kti. i' ~ ~ o ~ t00YRFLD - iti 50.00 ~ ~ ~ ° ABANDON ' o i ~ p
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n ~ b °j I _ - PROP a ~ N h . ~ - _ MH2D 40 a ~ N C~~~op~,~,
~ / MH 28 0.00' ooy ~wr~:_`~-~-.- . ~ 3 - - ~
z 1 d _ - - ~ PROP. PROP. I~I: ~ 4, / NEW 30' FRANKLIN COUNTY _ ~ 8= ~ ~ w- 4" SS ~ ~ ~ SANITARY SEWER EASEMENj Q ~ ~ ~
PROP _ PROP.- - - . ~ : ~ MH 2A - -PROP. 4" SS PROP. 8" PVC SS `tt' `
-c PROP. ° ' , 'I 4' SS 4" SS ~ ~ ~ ~ ,I.. Ol ~ ~ ~ NU4 1
~ 30' FRANKLIN COUNTY PROP. ~ ~ ~ - ~ . I ~ W oz ~
~ ° SANITARY SEWER EASEMENT 4" SS EX. MH 125 ' W ~ , , I I< MB 2008, PG 354 TOP: 327.62 l` 1~,`: ~ t' WI r 41 \ ~a w I O q
I ti / ~ IN: 316.32 ` 15 ti / , .Q:~l~ ~ Z ~
Q' / PROP OUT: 316.12 r < ~ ~ , / ~ / M ~ ® M
39 ' \ ~
/ : ~ N ~ 39 b.
r 12 / W ~,.,o.., rv...o EX. MH 110 I I
EX. MH 38 ~ ~ 13 / / o , . ~ < N TOP: 332.79 OUT: 318.84 n `
/2 0' / / \ / / ~ °
~ ~ / z ~ 42 ~ 011IIII
GRAPHIC SCALE / R~ ~ `1 r / 20 FRANKLIN COUNTY ~ ~ : ' ~~tt L 50. ~ 111111
~l' S .00,' o so *S g,O SANITARY SEWER EASEMENT 50' TAR-PAMLICO 1 I ~ ` ~ 111111
1~B ~ 50' TAR-PAMLh MB 2008, PG 354 ~ ; 11 CR STREAM BUFFET ~i STREAM BUFFER III
(MEASURED FR( EX. MH 101 ,k:' I ` (MEASURED FROM TOP ~ I III OF BANK, EACH SIDE) ~°C
TOP: 34293 ~ ~ ; OF BANK, EACF (IN FEET) 1 fi 1 ~ IN: 334.58 I i Lt' ' ~
1 inch = 50 ft. OUT: 334.48 38 ~ ~ ~ 1!11110
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- LINEAR IMPACT - 21 LF _
- SF + = 1 218 SF T BUFFER ZONE 1 605 613 SF , ® IP IAN ~ o ~
- _ _~BUFFER ZONE 2 - 403 SF + 409 SF = 812 SF - I # Z Q
- LINEAR IMPACT - 22 IMPACT - 22 LF
- BUFFER ZONE 1 - 6~ rn BUFFER ZONE 2 - 4; ZONE 1 - 657 SF + 635 SF = 1,292 SF -
N .O ZONE 2 - 439 SF + 419 SF = 858 SF
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DB 553 42 = / / ~ ~ ~ I . ~ ~ / ~ ~ 1 I ,1 ~ ` J
~ / - ~ ~ / . I PB t, EC~140 ~ ~ ~ / / ~ ~ DRAINAGE AREA=96,600 S.F. 1
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