20081319 Ver 1_Mitigation Information_20091014

20Dv1319
Hill, Tammy
From: Christian Preziosi [[e-mail]]
Sent: Wednesday, October 14, 2009 4:15 PM
To: Hill, Tammy
Cc: [e-mail]
Subject: FW: Rutman Creek Watershed Project (ORM ID SAW-2008-02444) - Proposed Span
Attachments: EC14 - 100809.pdf
Follow Up Flag: Follow Up
Flag Status: Flagged
Hello Tammy -
I wanted to follow-up on the voicemail I left with you this afternoon. We are proposing to install a span within the existing
road bed that crosses Rutman Creek. As you know, our mitigation plan included the placement of two 36-in culverts and
two smaller floodplain culverts. We believe that the proposed span better achieves the goal of unimpeded flow and will
result in no additional disturbance to wetlands/waters (work will be conducted within the existing road bed). As you know
we had already received authorization from DWQ for the placement of the pipe culverts. We wanted to provide you with
sufficient notification of the proposed span (instead of culverts). I have included a drawing that was prepared for our
S&EC submittal that shows the proposed span. Let us know if you have any questions or comments -
Thanks. Talk soon -
Christian
Christian Prcriosi
Land Management Group, Inc.
P.O. Box 2522
V'ilminglon, NC 28402
Office 010.1,52.0001
CcII 910.171.0,515
Fax [phone]
cPrcriosiC>>ImkrouLlct
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L?rl CCr r> S 1 oo?s lake., LAO luZv:)
C ?? ,,?12tc?rl C L>, d Cc _L 1e u'???C b It
k- _ r?)V >?c ed art be&COL-v- .
C_ P re s? anSe - r - 6-1csS Clv e, J,.
. I rvSVa1VP_d +- span l c,6 (A 0_cjtO ?:, OYl. t_)-e .
Canere dek`i / d w+?1 b4e_rev -
From: Christian Preziosi ?
Sent: Wednesday, October 14, 2009 3:03 PM
To: '[e-mail]'
Cc: ')[e-mail]'; '[e-mail]'
Subject: Rutman Creek Watershed Project (ORM ID SAW-2008-02444) - Proposed Span
Dave -
Per our conversation from earlier, we are proposing to span the portion of Rutman Creek that was initially going to be
culverted. Overall, this will provide an increase in the volume of unimpeded flow within the creek. Work will be conducted
within the existing road bed - thus potential temporary disturbance will be less than that previously authorized in the
modified NWP 27.
I have attached a depiction of the proposed span - this drawing was prepared by the engineer for our S&EC submittal. If
you have any questions or need any clarification, please feel free to call me,
Look forward to catching up with you again soon-
Christian
1
Christian Prcziosi
Land Managcnicnt Group, Inc.
P.0, Box 2522
Wilmington, NC 28402
0111cc 910.452.0001
Ccll 910.471.0515
Fax 910.452,0060
cpreziosi(?>hng ou1). 1 ct
-HIGGINSPORT ROAD o OR 1-11 1
(SLATE It E N..1702) N42-351'05"E S O. 3 5 RS NEW LAKE ROAD
1 T Y N!2'2a'_q"E T148].08 CE oo Rf C GL 661 N43'344'03 "E 2770.18 (STATE ROUTE N..1307)
RAD LAS /255.79 1 »v2 TO 1
EMEN I iE vKS 60 ' PURL[ R
_ o ON pF x
PKT - - LN - -
_RK '11B y, yt ! . \NIP7 3 0 ____ AXLE
EN ___ EIP? - __m ..W_
!P \ NIP \ NIP NE LI TO L95
\ W EAS LINE NIP2 TO NIPS >
3 N1 ?\NIF ^ _=rte EMExi NEW EASEMENT LINE
921'47'S4'9Y N36"29 n?-.( 11 RUNS WITH USACE WETLANDS ;^r?
II a1149'1571 1565 NafI?2'42 E :'" wo
7a.a1 k _ °G0R
NIPfi f2., rM O OR OR-: ',v taDC'.. JI 1 o ?<
NW` 4h Cp su RE c.. rElRS 3
PO I POINT
(Pae)? DEED BOOK Ri20'AGE 681
»16 pWo , n
S L112s\ ,,y FA
t i-W `g AgB^W m NIP sar1918'w 7971' \ N43 25 37"E 2770.26'7
4BA B '1e xir) NI 3
ASS LI ARMST a»E/ _ CENTER- 1111 DmxEw EASEMENT
NIP NIP NIP L
I 511 12 56 W NE»? 0 % 11 I\ NEW WS eN HIS
5%5'5] 20 W \ 98 31 MIDPOINT L1 {] TO L20fi 1b AV r 1 LxE HIS
j 234 03
ON OR - R NIP5 TO NIP1 a 88 1 'L
N -0 111
[ ;II - NEW EASEMENT LINE »v
1 S43'25.37••NY
° fF N.,. TIT RUNS WITH USACE WETLANDS 3500'
CRNCF
D ED BOOK Se PAGE 414 1 TUSACE FEACGED WETLANDS I FROM CORNER 1
z 0,
DEED DODK 12-ACP 66 (E%C-cN e1 NOW OR FORMERLY
AREA PER I INE
S. F.O ACRE' =n- .... NI 5 J?6 NEW LAKE FARMS, LLC +U
1 32.782 BE 231 ACRES 1111 U6S SW 44 NCu umrox L117 `r ROMA HOLDINGS, LLC
li S46'11 15'1 G? WILLIAM D. B JENNIFER RICH
? .Ly REFERENCE
'I.}p 1S.g0
165 PACE 22 1
xl 11 0 \"c SIMON B. RICH, SR. HEIRS m
us2u6xT \F( PORTION OF DEED BOOK 120 PAGE 681 n A
SIMONB BIG, SIR HEIRS
REFERENCE TOTAL NEW EASEMENT AREA.
1i h
CEEO DOO< 120 PAGE 681 SEE INSET DETAILS of \ 8,427,595 SF/ 193.471 ACRES
THIS SHEET
FOR ROADWAY AND SPAN \ L96 TO Lt O1
CP TO CP _ L96
IMPROVEMENT INFORMATION NEW IHT LINE (6)CP'
u CIE RUNS WITH CL L --
\ ALLIGATOR CANAL 7
I I\LI01
O
^ IOWO ORMERLY
M. "\ \
., BR A -IN
v
DE- ED BOOK tzp PAGE 6e^
mm 9R'? Q \ 81 u
o O
oe'?FO +o
YDE COUNTY, NC o NOW EAS6uE»T ux[- \p, ORg9 m
COUNTY MAP d c?? 4? 11 ; UP
INF TARI F
O
ONE BLARING
5473422-E DISTANCE
2073' -LINE BEARING
- N64'S7'42'W DISTANCE
152.00
L2 50TITIVE 3854' LI05 N-7'5a'W 148.12'
L3 SIWAV25'E L105 N83'56'25'W 247.63'
La S3707 09"E 39 ]]' L 07 S.112.29'W '
53Y4]]e'E 4320' LIDO N3YA9'23'W 6545'
L6 S30'59 60"E 37 70' L 09 N6V22'57-W 59,0V
57P0852"E 4720 LI10 N7109.21-W 165.33'
EB N7Y5WO5'E 58.32' LI 11 N7V55'5eW 88.39'
IS 45Y51 32"E L112 N1112'49'1 86.05'
L10 N4Y08'44'E L113 N}8.20'05'1 87.97'
L11 N5WI5'45"E 40.87' ll1! N7W4rl)'W 65.18'
L12 N3155'59'E 42.18' L115 X11MV13'W 10.11-
L13 N4V21'24'E 37.11 LI 16 N7P20'15'W 56.83'
L14 N3WO4'06'E 37.54' L117 N5T10'47-W 97.51'
L15 N56'36'43'E 41.90' L118 42Y05'12-W 30.04'
LI N6W42'02'E 41.40' L119 S60'10'10"W 122.19'
L17 N-04'31-E 31.84' L120 S50'32'11-W 125.50'
$BT53'02"E 45.52' L121 558'13'19'6 70.56'
L19 N69-16'4VE 28.99' L122 S5YO2'49'W 86.21*
L20 S7C I 5'3rE 20.19' L123 N21OA'22'W 103.59'
L21 53701 11.75' L124 -01 82.24'
L22 S772201'E 30.11' L125 -51'05'W 47.20'
L23 H51-07'30'E 32.60- L125 4-24.36"W 63.95'
L24 N7W28'25'E 45.98' L127 S86-07.30-W )0.51'
US 71.19'BrE 14.38' L128 1445'49'54'W 50.36'
126 NBY12'30'E 18.79' L129 N28
11W
53.66'
L27 S6P36'43"E 33 70' L13D N51'52 13'6 45.51'
128 N7Y26'1B'E 12.99' L131 S65'12 01'W 68.92'
L29 58747'09'E 50.27' L132 S5Y3VO3"W 41.54'
L30 57153'50'1 35.71' L133 N6C31'15'W )8.82'
L31 BEIVI 40'1 }2.20' l 68.88
'-
L33 -" 00'55'1
NIT58'39'E 28.51
32.21' L'}5
L136
'50'6 -
73.32'
CIA N1 Y52'4 6'E 35.55' L137 '32'W A0.89'
N2125'11% 44.54' L138 '08'6 50.28'
N28.3]'17'E 60./3' V.0. 64.96'
L37 NOF4V5C`W 36.52' LIIO S7-W 104.67'
1S'Z9'W 56.06' L141 S63'40*53'W 77.43
50.62' L112 '15'W
1 50.53'
Lao 14-37'21'1 27.40' LI3 '21'W 43.60'
L41 57Y03'S5"E 25.98' L144 '36'W 95.23'
L42 -36'27'1 28.OY L146 '34'W 69.91'
L43 N68'58'06'E L14S '04'W 7242'
N4HSV32'E - 19'W M151'
L45 N-21'50'E 35.86' L14B '02'W
S39-0702"W 72.71
L46 N41'34 '39'E 2a.i)' U49 NSWSV22'W 72.94'
L47 N3Y1B'W"E 29.73' _150 N8W14'42'W S7.61'
LM N-4'45'1 30.59' L151 S6 5_4'22"W 53.00'
L49 N11'4)'12'E 31.36' _152 SO4'40'08-E 10 1
N20'3{'37'E 36.59' L153 S71-17.13-E 49.83'
L51 NOS'29'S2'E 34.97' 7'15-W 42.56'
L52 X01'5322'1 37.46 L155 SSPIO.21-W 71.22'

L'S ']7'E
1'1 33.11 S1. 562.5Y32'W 50.69'
L14 N3
0'I4 L157 121.08'
L55 N414813'E 3-.13' L158 51810'52W 50.19'
L56 X44'48'24'1 8.29' L159 513'36'42 E 88.85'
5471)'16'1 IB.BB' L160 N73.46.27'W
ISe 58115'06"E 34.32' L161 -03'32'W 58.56'
L59 505'38'03'6 20.05' L162 N7T16'51'W 55.46'
L80 S2T13'16"W 23.16' L163N5T35'13'W 93.31
5110252W 20.68' L164 NBT33'00'W 57.31'
I S05'IB'35'E 47.24' LIS5 8'18'6
:
E63 514'30'58"W 16.01' L166 S49-17
56'W 69.16'
SZT34'31-E 39.36' LI67 S87'3TIVW 81.81'
22'55'}B'E 37.85' L168 X56'4155'6 9.72'
L66 50'26.12-W 25.66' L169 516.37'281 91.44'
531'01'44'6 O.OB' L170 SSI-44.15"W 60.92'
USIS 53127'53'6 47.24' L171 525'O2'4B'E 79.18'
L69 S-22'31'W 34.15' LI72 570'43'47'6
L70 155'27'6 37.83' L173 S28'OS'45'W 6e.8W
L71 5AII-W 22.61' L174 S64'S0'39-W 80.14'
5fiA27.58'W 43.99' L175 S89'10'MIIN
_ 87.01'
L73 S14'12'O5'W 34.42' LI)fi S
7W23'12'W 50.46'
L71 S2P33BI"W 27.72' LI77 X0724'39'6 3).99'
L7S 51126'27"1 45.15' L1 88 N33'IS'."w 91.87'
URI N7731'10'E 26.43' L179 N7W5W5eW 120.08'
5OT04'53"E 31.33' L180 568'55'09'6 92.86'
L78 X8700'54'1 48.14' LIBI MW30'54-W 73.50'
L79 57Y09'04'E 31.80' LI82 S8W38'S0'W 52.50'
L80 558'IS'06'E 39.98' L183 Nawoa'43"W 37.26'
LB1 -51'56'E 28.14' _104 SfiCI 62.51'
182 14-23'61'E 49.30' LIES SIY12'S7'E 13.10
L83 042'34% 39.63' L188 534'15'1 I'E 64.72
IBA 42133'51'6 33.11 LI117 576'40'46"6 59.85'
L05 N01'15'23'W 29.60 O 88 N0752'45'W 82.81'
D N55'0VOCI 31.58' IL 59 577.24'39'W 125.91'

LB)
71.350)'1
2fi.7a'
L190 S70-53'.3B'W _
116.66'
L88 07'46% 50.01 091 S71.43'40-W 76.73'
LB9 S7YI532'E 35.90' L192 SSY19'I9'W 81.43'
L90 SBW41'55'E 32.44' L193 S62-19'07'W 57.20'
L91 X34'47'0)' 31.73' LIU S85'05'08-W 71.98'
L92 N3r14'37'E 28.99' L195 54507S7'W 71.22-
L93 N7T37'35'E 24.21' L196 S42'27'OeW 115.46'
L94 X8716'10'1 35.)2' L197 SO115'I TW 73.91'
L95 X71'01'46'1 10.4}' L193 S02-23 24-E
26.35'
L96 S4TC3'25'E 72.10' L199 529'2343'6 41.91
L97
_ SIB'17'0B'E 19.90' LFOO SSV47'39-W 37.88-
% BI Y1]'08"E 19.21' L'301 52)'2645'6 18.56'
L49 54Y01'O2"W 96.61' E202 S59'39'47'W 82.92'
LIN 5372021"W 32.39 L:t03 51B-21'36'6 73.31'
L 10 1 S0143'S0'E 21.13' TERM St 5.3]'53'W 47.13'
SBY16'Sl"W
SB116'5i W 30.89'
10).81' S 1-V12-E
UI06 5 62.76'
2.45'
?? 9=
S
-_
? 3
L102 TO MIDPOINT L147 cEx
NI P4 TO NIP5T EB STaoulNU ?
NEW EASEMEN LINE - HIS
RUNS WITH USAGE WETLANDS 942'55'10"W
L1D2- NIP4 35.00

N4T0!'SO"W- FROM CORNER
M
NT 1
352.96 E
N16 IOSE
542'55'10"W
RIS
Q 543'00'22"W 1565.35'
DE UIE RUNS Wnn -TER a FIELD 'Dn' 965.00
RIS)
U
1
NIP CENT A
NCED 0ircn
I ° 659,82'
NOW OR FORMER',Y 544'44'48"E
SIMO.N d..RICn SR HEIRS SUBDIVISION CORNER-'
TO NEW EASEMENT
I
RE EERENCE
I
I
- 1 )
DEED BOOK ' 20 PAGE 681 TIE LINE RUNS WITH }C' KILN-Of-WAr
C
L A GATOR CANAL
IN 2'52'51"E
'•' CP _ - 2937400'-
,...... 543'2225"W 2506.51' - - _ q?µ FROM CL 30'
SUBDIVISION CORNER TO CL CMP A ROAD
a
TIE LINE RUNS WITH CL MOONEY CANAL HIS TO THE NORTH WEST
aRAPI'IIC S(;ALF '00
J N90
,
2000
f
o
FROM CORNER

I )7,?n = soa T Recorded in the Hyde County Registry at Plat Cabinet _C, Slide 108 A
SURVEY NOTES:
' ormal or..y ed by an ac: to s.Ney ma y;n,s OR,w aro
e 2008 n
2 1 mnta CaC, -I for , 5 PIY,- D NAO 1983 / 1996 (LS Survey',U)
3. he 6S- conlml cpo Pal.. are lOoa:i2ed cooreinat.s
rot polnl " p rs EASE"
4 ??.leci co^IDI e0 9rO facto usetl i 0.999895699 s1n9 Corp cn Ve?lpn 5
5 The su'Ney control was Ferform.. m Class C 211 EGCC speclfi allons using static GP5 !Tate
res(OPUS) anti Ina network was END— Dy'.e st s.uares aC;us:.men:
fi ,Alydetances are 1.1-IN .,LC measurements unless othenwlse noted
AI areas co-IR. oy coordinate CompuNOC1 m.I.1ad
6 fy Iii-,,4,CA t,,t......... ..n6tr, LI,
S.- aWlly en mvestlg.lion was not p,ff rmee as a pert of this p-,E
9 RIS .SIB" IRCr III PILL—'e
^U. A C oy t1NS OfOpe to oetemline-1 calls DINWEn the -,- PAN., anti
adloinin9 a.-P ".I ct . I AILId I...A There were _CK 1 0-1. 11 so Ilmit.C LK11 with no metes Ina 11- except for atll0 nerstnames e,, cane[ I Ptch Im
PIC Vey FINS uLIHINO t1e'.l0 [ADNIIr, .11nes0 car,Dls anc DID- loge'.^er wrth mCn.... RSon
1. Cep c1 the sdbl.d parcels E-Ca,
1. Th. swp. If this sunray pU not inUUtle Oete.^ninatio^ of `.E M.A flood h,,.,d a•eas
'2 Anyerc..,ARInCNSoreasemenis reSarcing canals, dL,,Cs.m Ir?ghts,ingress/egress access
e at I'. d15CC,D, of the I,A ShUrney to r.COdefor 11,I Pro,— T VIC. y' to the t p. otai..1 as to wnetnOr encumu n RI,ht- f-Ways c'..Bly exist.
'3. TIS E-., was Perlorme. w,T.E tM1e pena6l ofa f.?l flue repcn Ned ssub)ec1 t. a•,.y RgN!cf-Ways.
u11 repot may reveal
eropert nl
y provemeen a V11 SS buiCldh ings, s.ree.s Intl other .man mane .mp premenls are not sM1Own
, TO '5. T no known nonzonlal ICS I ICES mo 11EA5 wrlnln 2 OOC All 11 Ih.s Iuney
t
16. D o site Con.it..ns a full 11111D, I'ELIRU-was net exewtoC
I All III " &'RIS" a ampee Caps set upon JIE-- it r
'8. USACE BaggN. we-C Iocal,on oexneates a new pmpeHy LB per agreement Dy EeiOeit ArmAl..rong, Jr 8
Cimor.B RICb,"1 d.lnng an on Arta rte N"D camber-2,2008
d00
Gt Rt 3E C
OR
RG R ORCED CO CO E
ARE IPE
G ND R NA
ES O A OS' NCE
(0000 LEND IFS AR A )STANCE
USACE LS ARMY CORPS 01 ENGINEERS
VON USAGE RAN MONUMENT
CNR COPPER
EL PROPERTY
CE EH LINE
OS 6 BTEELPIPE NCONCRETE
CNP CORRUGAI ED MEIAI. PIPE
- TYPICAL
CP COMPUI FDPOIN,
L N%ISIING hA
P EWIRON PIN SESIBIN CONCRETE
O RS BEFEREAC IRON SE 5i0'IN CONC
E EXISTING IRON PIPE
EPO E%SI INCRISH PPE DST URREO
FS EXISTING IRON STAKE
J i L.'HONE PEUESIAE
7pp POWER PCIf
- - INE NOT SURVEYED
PARCEL BOUNDARY USE
---- EAST VE H I RICH I.OF WAY
.. R TER CE LINT
D CH I"NA, IIII
LEGEND
1
NEW )AXE
IGS" R ( S? ')
O 0 NE RJR S CO
Si AT .A R' G 6]3 980 2]' 'A '.983(2001)
STATE LANE EASING 753fi6 7 NAD 1983(2001)
l?SA?W
A -D BRDL LBP BASE
m;.
NGS D1z Il
` S YO rr Ud SNEOI
Ve1t C DER SECO'D CLASS I
_ ATOM 7DA'(NAVD 1988)
k
E HYDE COUNTY, INC
R/w CURVE TABLE VICINITY MAP
CURVE RADIUS DELTA ARC CHORD BEARING CHORD Tx B S 5 O M D O AFf RA GEOGERA C DATA CO
Ct 170.00' 14'11'59" 120.58' X29'08'53"E 12025 ''I SI ANDAS AS APPLC e_L A eo GnA. CA IA WAS OR ANED ON o eMBeR
I 10, 2006 RT1qT THE BOUNDARY ..CAT ON WAS COMPLETED oN DECEMBER 12, 2008,
IE COORDINATES SHOWN UREON ARE NORT, CAROL) NA
ST A Oo0 6 DON F 7 a(CORS )NAVD1988(C.OID03)
PRIMARY PROJECT CONTROL D S M N: ASOOS o BYS,A000 s-:aAIIoNS 8Y I BOTECE-NG
St' HA -I-1 8S VE cRADE3 REOU C RECEIVERS AND POSIT '-0 DBY
P S E GCOBS S O S WERE USED B COP s o I °
ER E T OCA RATIO f ti' 1 2915 8 ICION 10,4788 NEW E ) L O T ER
S 18 RFBARh VI CN'.)) C00 1.OC l'lC 0 C 1711 11IIVE1 O PS AND
36"3532-5080 CO O S 'C SS .1G eT '.t
NG I6 24 ' 26862 AS RS S'ANDAROS F CLASS 1 MAP ACCURACY AT 1 "PRO (' 500 I
N- 680 62. 8'69' L
(GLhEv R G) --
2,/7 9462409
( RIOT C N')
IP4 ( C f2 ;T)
IOR. 1N 2,166,990 GRID
A 1 0.3996 GRI'0
> P 2" (IC GRIJ)
NOR- ZINC 5/38353832
LAST NG - 2,76',7364883
'CHORD A SAG 5 ANEINA083)
I 5 O C IAS OC SEJAUOJ
P-0,'N.L I.- DA E'
GEODETIC CONTROL TIE
(REFERENCE VICINITY MAP)
OBSERVED STATE P-E COORDINATES
67].980.27 NGS' BIRO' RAD 19811 f 996)
FASTING= 2 "CBE .'1'NGB'BIRO "I•VA019B0/ 19961
OBSERVED NGR'?ONTat PCSIT:ONAL TOLERANCE ae)
IOS (GRID)
OBSERVED VERTICAL P08 PONAL TOLERANCE
ADS 'RYp 12'0.14'(/RAVO 1986)
LOPPUC11 CALCULATED GEODETIC TIE
C
DBSE .. ... RD'BT
OBASE
' B"1F 19496.(7 GRro
NOR H ROLRA S'A TF PLANE TIE
BASE TO .NIP 4
533°2556°68, 99507'GAi; (BB9801'GNUC
RAS£ 'O NIP 2
S56"2316W 12259.51'GRI•D ()2,260 79'GND)
ENGINEERING NOTES:
ales. SNIP. d Cy an actua -,e o wrvey mace oy .hs off ce anc
pia.1.1,,PO.moa 2039
2 Span bnd5e Intl as5...IN. IC )III. Le esl5ned by et•.ers. Span .ecrc and IN.,", S,,CA
a e snowy r. seclo drawings IS ow D, g ap 11.1 ieustrai?on only
7,7 2
EXISTING GROUND- SPAN BRIDGE
DECK ELEVATION TO BE SET SILT FENCE TO BE USED ALONG
TO EXISTING SOIL ROAD GRADE CONCRETE FOOTING ALL SIDES OF EXCAVATION
JLL. 1 I V IV A
SCALE: 1" = 5'
SILT FENCE TO BE USED ALONG
ALL SIDES OF EXCAVATION
Fl
SPAN DECK ELEVATION IO BE SET 12
EVEN TO EXISTING SOIL ROAD GRADE SPAN BRIDGE
CONCRETE FOOTING
SECTION B
SCALE: 1" = 5'
EXISTING GROUND--l

INSET A
SCALE: VI 20'
MI 400 1 1
VARIES 1 09/11109 RENSIQVS PER NCOENR CER 1 ROAD CROSSING SHEET ESP Aslclate,. P.A_
91,11109
Lt-R = a?? =
= _
= =
m WETLANDS RESOURCE CENTER
3970 801 ROAD "°'w;";'°""w'
?•i
'
?

PC
CANAL LxNa+es> oNio 43110 vc
E
,13
ESP
PHASE 2 RUTMAN CREEK WATERSHED ?ea
EC 14 ...1111 RESTORATION PROJECT 1_

HYDE COUNTY, NC r.x EaP,wrK iatuumi
-LIMITS OF DIS)URBANC
(20'X22')
2,99 -ELOw 2.99
-F o
_ _..__ _-SPAN RRIOOE
?i