20091018 Ver 1_More Info Received_20110126

(-;C? -\0\ 8
SEGO
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, North Carolina 28412
910.452.2711 (office) • 910.452.2899 (fax)
Date: 24 January 2011
To: Mr. Ian McMillan
Of: DWQ - 401 Oversight
Attached you will find:*
? Proposal ? Sketch(es)
? JD Packages ? Report(s)
SEGi Project #. 07-111.01
Client Name: HanPen Land Co. & Buyers,
Brokers and Consultants, Inc
Transmittal Letter
[%-'2 @C DMt?
JAN 2.6 20,E
%TnffiW ANp S?TORJhfM A7 RTY
?X PCN ? Wetland Map ? Photo(s)
? Plans ? Information Request ? Other
Copies Dated Description
1 1/24/11 Response to USACE RFAI with attachment R to scale copies of the
revised site plan

These are being delivered:
If noted items are NOT attached, please contact our office.
? For your Review/Comment ?X For your Records ? Returned for Correction(s)
? Corrected and Returned ? For your Signature ? As Requested
? Other:
By: ? Hand Delivery ? Fed-Ex ? UPS X? Regular Mail ? Other
Notes:
-- - -
Ian.
I copied you on the email submittal to the USACE. Please call if you have any questions.
Signature and (Typed) Na ana . Lutheran
Dat • 1/24/11
Southern Environmental Group, Inc.
53 15 South College }load, Suite E • Wilmington, North Carolina 28412
910.452.2711 • Fax: [phone]
www.segi.us
24 January 2011
Hand Delivery
Attn: Mr. Ronnie Smith
US Army Corps of Engineers - Wilmington Regional Office
69 Darlington Avenue
Wilmington, North Carolina 28403
Re: Response to USACE RFAI
Proposed Road Crossing - Sandstone Mine
USACE AID#: SAW-2009-01806
Dear Mr. Smith:
office@ses;i.us
[SEGi Project #: 07-111.01]
JAN 2 6 2011
DENR - WATER QUAIf(Y
WETIA4M AND STiORMWATER BRANCH
Within and attached to this letter, SEGi is providing the additional information, you requested in your 28
October email. The information is necessary to process the request for DA authorization to use the NWP 14 for
construction of a road to haul material from the Sandstone Mine.
1. Please provide a mitigation plan that includes the parameters that will be monitored, the party
responsible for the monitoring, and the frequency for submitting the monitoring reports.
HanPen Land Company, LLC ("Applicant") will ensure monitoring of the vegetation, soil
characteristics, and hydrologic regimes is conducted, for a period of 3 years or until the restoration is
deemed successful by the USACE. An initial mitigation report will be submitted to the USACE upon
completion of the restoration work and will be followed up with annual monitoring reports, which will
commence one year from the date of the initial mitigation report.
The success criteria of this mitigation site will be based on the 1987 Army Corps of Engineers Wetlands
Manual. The mitigation site will be deemed successful once it meets the three wetland parameters
outlined in the manual. The Applicant is requesting the USACE agree that the site can be deemed
successful once it has met the success criteria for two (2) consecutive years.
2. Please provide a revised wetland impact summary that excludes and area of wetlands that has already
been filled.
The site plan has been revised to reflect this request (see attached). The summary below reflects the
impacts anticipated with this project:
Wetland Impact Permanent (SF/AC) Temporary (SF/AC)
Area A (P) 4,870 / 0.111
Area A (T) 102 / 0.002
Area B (P) 893 / 0.020
Area B (T) 102 / 0.002
Total 5,763 / 0.132 204 / 0.005
5outkern environmental Grou P, Inc.
5515 South College Koad, Suite L • Wilmington, North Carolina 28412
910--+52.2711 • rax: 910.452.2899 • [e-mail]
www.segws
As you will see, impacts have been reduced from 0.17 to 0. 13, a reduction of 0.04 acre. This was
accomplished by extending the length of the bridge and reducing the width of the haul road from 24' to
14'.
3. Please provide the following information regarding avoidance and minimization:
a. Please explain why the proposed crossing cannot be constructed within the entire footprint of
the existing crossing and provide impact comparison between the two options. The filled
areas within the existing crossing and the proposed crossing should be excluded from the
impact comparison.
It is not possible to construct the crossing within the footprint of the existing crossing. The hard
left turn, trucks would have to make on the northern side of the crossing, makes using the
existing crossing impracticable. The attached site plan and associated table accurately reflects
the proposed wetland impacts, which does not include the existing haul road.
b. Please explain why the haul road width cannot be reduced before it enters the wetlands.
The width of the haul road has been reduced to 14' at the point where it crossing jurisdictional
wetlands. You will notice that the Applicant has eliminated the proposed retaining wall, except
for the wing walls. This was necessary due to the cost of extending the length of the bridge. 12"
Class B rip-rap will be used to stabilize slopes.
c. Please explain why the IS' haul road is adequate width or revise wetland impact map to
reflect anticipated impacts associated with improving the existing road.
Currently, the existing 15' haul road supports truck passage without wetlands impacts. Thus, the
Applicant does not anticipate additional impacts with the construction of the road crossing. At
times when two trucks are utilizing the haul road simultaneously, upland turnouts are available,
which will allow trucks to pass without having to disturb wetlands.
It is my hope that the information found within and attached to this correspondence will complete the
Nationwide Permit application and the approval will be issued. However, if you have any questions, please feel
free to call my office at 910.452.2711. As always, thank you for your time and assistance with this project.
Sincer fly,
gaa. Lutheran
Project Manger
cc: Mr. Ian McMillan - NC DWQ 401 Wetlands Unit Oversight
HanPen Land Company, LLC - Client
Buyers, Brokers and Consultants, Inc. - Client
Ms. Joanne Steenhuis - WiRO 401 Wetlands Unit
Enclosure: Attachment 1 to PCN (Revised 1-24-11)
8' 8' 52.5' MAX. m
SHOULDER 12' 12' SHOULDER N PERMANENT IMPACT
1" FT 2% 2% 1" FT 5' 5'
~g1PW ..n~---- SHOULDER T 7' SHOULDER 4
1 z
1 "/FT 2% ~ ~ 2% ~ ~ 1 "/FT INSTALL TEMP. SILT p ~ w w ~ FENCE AT TOE OF
3 3 \ INSTALL TEMP.SILI TALL TEMP. SILT _ELEV. 13.44' SLOPE. ~
FENCE AT TOE OF ~ r\\ \ \ \ ICE AT TOE OF \ \ \ \ \ - ~ w
/ / / / / SLOPE.
2.5 / 1 ~ /
1 \ ELEV. VARIES //~/f~/r, ELEV. VARIES
SECTION D-D 7.5 TO 12 FT r\r\r\r\~ / r/////f/f// \ 7.5 TO 12 FT. \//\//\//\//\//\//\//\j/\//\// ~~rk
ROAD SECTION \r\r\r\r\r\r\r\,.\,.\.\
X336 NTS SECTION A-A ~/j~/j~/j~/j~/j~/%~j~/j~/j~/j~/j~/~ Q
WETLANDS IMPACT ~\'~\/%~!ii:/i;;/i~~//~\~~~ Z
NTS ~ o c°v
D~ ~ ~ Q
~ ~ •i _ cas
~ ~o sk '
Rp 18.5 °0 10 - ~ ~ ~
, ~ f - - , Q' ~ ~ ~ N o
c, ~ ' `l , , r j rte/
~ r' ? "'404" WETLANDS
NTS / , 15.0®° \ I ?
j - . END TAPER AT ~1 , r ~ \ , .JI
STATION 4+45 + , ? , , f , , , _~...1p - PROPOSED BRIDGE 77x16 , 0
'\`0 ~ , ' STA. 3+15 TO STA. 3+92 BUYERS, BROKERS & ~ ,
CONSULTANTS ~ ` r' ^ ? DESIGN BY OTHERS. ,
,r , "HUGGINS TRACT ~ r 7T
N 7 ~ - , ~ ~ r ® ,s,° Ill
START TA ~ , , ` / REFERENCE BRIDGE DESIGN BY OTHERS. ~
STATION 4+20 ~ , ~ 1 ~ \ , ~ ~ 1 I
' ' A ' ~ ~ \ ? ~ \ ROAD ELEVATION=14' a ~ d
° ° ~ °vv ~ w g ~ ~ ~ w
J ~ r h 14.0 ~ ~ . JI EXISTING ELEVATION ~ a a ~ ~I
AREA B PERMANENT ~ tn' ~ w u?°
WETLANDS IMPACT ~ / . , - , ~ , ~ ~ / AREA ,C RESTORATION RUN OF OLD HousE BRANCH - _ 4. c ih ro i a o 16
® r\ , f° f AEA - 6 R \ ~ w V
" WETLANDS' ' ~ r/ \ 1 ~ ` 404 , , / / , , ~ .v ~ ~1
AREA B TEMPORARY ~ ~f f CENTERLINE OF ~ ~ e~ ' 'i' `r EXISTING ROAD. o
WETLANDS IMPACT „ \ \ -o~,l---~~ ~ WING WALLS, REFERENCE ~ ~I ~ p o j BRIDGE DESIGN BY OTHERS ~~2' 2' ~ ~ ~
, o, s\f~
~ ~ ,g ~ \ \ ~ ~ EXISTING WOOD BRIDGE , Q w ti ~ STATION 3+92 \ STATION 3+15 BENTS, REFERENCE v ~ z
~ / TO BE REMOVED BEGIN BRIDGE END BRIDGE p Z \ BRIDGE DESIGN BY w z ~ z
~ ~ ~ - OTHERS. z ~ ~ 0
,'/'1NST{~~t. ,12 MASS B , _ ~ Z w ~ viz
/ \ , r 6 i , . ~ r ° EXISTING WETLANDS CROSSING AREA , / MIM. BOTTOM GIRDER ~ a ~ t- ~ ELEVATION = 12.0 ~ ~ 4 ~
~ i 4.0 . °
~ ~ v 4 ~ 1 ~ ~ o- r ~ \ ~ it , _ sECTION g-s
° , r.. 8 ~ I ° ~ - °o° P INSTALL 12 CLASS B WETLANDS IMPACT ~ / SCALE: 1"=20'
~ \ ' , , ~ i o o ° o' o - r~ ' ° ° RIP-RAP ON SLOPE
~ ~ I r,/ r ~ ~ A _I LAND OMPANY, LLC ' ~.EGEND ~
- ~ ~ ~ _ - ° ° D ONE TRACT
I ° ~ PERMANENT WETLANDS IMPACT ~ ~ ~
, _ - , / r _ ° ° / ~ , c ~ _
"404° WETLANDS TEMPORARY WETLANDS IMPACT ~~/h~ w
AREA A TEMPORARY \ P ° , ° ° END TAPER AT e„~. Vd ~ ~
° ° ~ ° - ~ ° STATION 2+15 WETLANDS IMPACT ° ° - RESTORATION AREA, ° ° ~
° ~ • , \ _ / w o i L~_~ EXISTING WETLANDS CROSSING L.., z
~ , ' - _ ' ° ° STAR TAPER AT ~ ~ A , T Ir o ~ ~
„ ~ \ 1 STATION 1+90
INSTALL 12 CLASS B I r~ r •o RlP-RAP ON SLOPE , ° xo o
~ r o f ~ ^ ~ , SITE DATA o
RUN Of= OLD HOUSE BRANCH ; j j CENTERLINE OF PROPOSED ~ 14, ~ HAUL ROAD. / ~ AREA A ~ ~ ~
®i , ~ PERMANENT WETLANDS IMPACT = 4,870 SF / 0.111 AC w ~ \ TEMPORARY WETLANDS IMPACT = 102 SF / 0.002 AC N vz" z
/ j i ~ r
AREA B PERMANENT , - / - ,o \ w
WETLANDS IMPACT ~ p / > > \ ® \ AREA B Y o w
O ~ PERMANENT WETLANDS IMPACT = 893 SF / 0.020 AC ~ ~ TEMPORARY WETLANDS IMPACT = 102 SF / 0.002 AC ~ z
"404" WETLANDS / w
\ ' i i / , AREA C RESTORATION AREA = 1,166 SF 0.026 AC ~ ~
\ l ! i' \ ~ ~ rn 3
• / \ ti ~ , iy , ~ °0° 100 YEAR BASE FLOOD ELEVATION = 12
, 1 ` 14+;0 ~ AE ZONE FIRM MAP 3720326200K
\ ~ J / I
~ ~ i \ ~ C~ / p I k ( , ~ ~ ,
/ 1 j l 1 ~ NOTES: 1. SURVEY 8Y MARK A. STOCKS, PLS PC AND
•°4.°,~ PROVIDED BY THE OWNER.
( ~ I / ~ \f , 1 ] , , CENTERLINE OF + 2. BRIDGE DESIGN BY OTHERS. INFORMATION ON '
~ ~ ~ ~ EXISTING ROAD. r ~ BRIDGE DESIGN PROVIDED BY OWNER, t~
' ~ I ~0 ' ~ ~ ~ i i I
' i ~ ~ ~ ~ r ,
I i , ! r f/ l ~ c ~ i u _ . _ . _ . _ . _ . _ EXISTING WETLANDS LINE t ,
, ! ~ t r~ , , ~ ~
r i l \ f ` , t , ~ ~ - - CENTER LINE OLD HOUSE BRANCH
/ , t~ , ,1 / ~ r J r ~ EXISTING CONTOUR
, , ~ ® ~ ---;r~TSF TEMP. SILT FENCE
• -COORDINATES ARE BASED ON NO~TM ~ t ' ~ ' ' t
i AMERICAN DATUM (1983} l r ~ r NORfHING=223950.320 ' ~ ~ ~ r , r o ® li i ° ~12 PROPOSED CONTOUR
, , 1 FASTING=2362322,419 I ` ~ i r , r o O. 2
r , , 1 i 0 30 30 60 90 ® ors. JST
a r , , v ~ ~ i ago. JPN
r oRVM. NKS

v oar 1/21/11
E PROPOSED 12" RIP RAP ;IP RAP ~
RIC a 4N FILTER FAB C
0 PROPOSED GRADE 3 ~ RESTORATION AREA C --°°i ~
G z
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5 .__..~.___._-..___..~...__....~...~~._.u.... _w_.,-._~_..~....._..~.. ~STREAM_. WETLAND LINE---?~1 5
EXISTING GRADE
i
{ i
a
0 SECTION C-C
r _D SCALE: 1 '=t U'
O EXISTING ROAD CENTERLINE PROFILE
O m O WETLANDS
s 0 0
v
v i

52.5' MAX. m PERMANENT
12' 12' SHOULDER N SHOULDER IMPACT
1" FT 2% ! 2% 1" FT 5° 5` ~ 5HOULDER 7' 7' SHOULDER Q
/ r~ .r----- -.-._.~.w
1 1 z
/ 3 1 "/FT 2% ~ ~ 2% ~ M 1 "/FT INSTALL TEMP. SILT p ~ w w FENCE AT TOE OF t-.
3 \ INSTALL TEMP.SII STALL TEMP. SILT ELEV. _13.44' SLOPE. ~
fENCEATT0E0F :NCE AT TOE OF \ \ \ \ ~ ~ w
i\\\\\\\\\\\\\\\\ \\\\a\\\\\\ SLOPE. 2.5 \ W z
17
1 ~ ELEV. VARIES SECTION D-D 7s To 1a ~ /\/\/\r\, / / ELEV. VARIES \ 7.5 TO 12 FT. vi
/
ROAD SECTION \/\/\/\/\/\/\/\!.\i.\~ SECTION A-A ~`~j~/j~/j~/j~/j~/j~/j~/j~/~~/j~/j~//~ ~ Z
1~~8 ~ NTS
~G'p WETLANDS IMPACT ~~\~~\/%~//%/i;,/i~~//~\~~\ w
NTS o N
e ~o ~ ~i ~ ~ ~
~ ~ ~ J
JAN X011 ~o sk m
Rp 18.5 °o ^ -
, s Y~TIe~dDS~NDST03i~N~TERI~9P.~g9 d-'' r ~ ~
/ i , r
~ 1'~ 1 , ~ ~ ~ "4 "WETLANDS ®1 ~ L
NTS ~ , 15.0`x• \ ` 04 1 t
~ , I ~ , r END TAPER AT ,~'I ~ r A• 1 , i~i~l
STATION 4+45 ~ ' + ~ ` _ ~ + i _~=-10- " ® PROPOSED BRIDGE 77x16 ,
5' N' r ~ STA. 3+15 TO STA. 3+92 BUYERS, BROKERS & , ,
CONSULTANTS ~ - ' ^ ~ O DESIGN BY OTHERS.
"NOGGINS TRACT" ~ I , ~ 61N l 7T
' ~ REFERENCE BRIDGE DESIGN
START TAPER AT ~c ~ , , BY OTHERS. E'°
STATION 4+20 ~ - ~ ~ , , ~
, ~ ~ ~ a a a a .J LU ROAD ELEVATION=14' a n. V
..P` DODO - f ~ v ' w w ~ ~ ~ ~ w
~ X / / ` t h 14.0 \ , + J~ EXISTING ELEVATION ~ d ~ ~
, AREA B PERMANENT . , ' " \ + rn' w w
WETLANDS IMPACT 1 ~ ~ ,s ~ ~ \ ~ ~ , AREA ,C RESTORATION RUN OF OLD NOOSE BRANCH 4.! !iw- 1-I B Q. ~ 16
~ , ~ AREA -
°404 WETLANDS, , • ~ ~ , , i ~ A J k
CENTERLINE OF ~ ORARY ` ~ AREA B TEMP , ~ ; ~ % ~ _ ,r ' ~.r"~'~ ~ e~ ' ' EXISTING ROAD, o o, WING WALLS, REFERENCE ~ ~ 4 ~ a
WETLANDS IMPACT ? ' ~ , h BRIDGE DESIGN BY OTHERS ~ 2 ~ 2 ~ J ~
0 Q
' , , • , i , ~ 111 ~ . ~ • _ EXISTING WOOD BRIDGE / -STATION 3+92 Q w U \ STATION 3+15 BENTS, REFERENCE U ~ z
~ , ~ . ~ TO BE REMOVED BEGIN BRIDGE BRIDGE DESIGN BY END BRIDGE } °z 0 z
• n , ~ ~ OTHERS. ~ x ~ ~ ~
;;O,~1NST~4.L ,12 CLASS B RII~rRA 0 SLOPE , W 4 ~ O~rZ ~
t ~ . ° EXISTING WETLANDS CROSSING AREA , ~ MIM. BOTTOM GIRDER Z h ~ ~ ~ ~ ELEVATION = 12.0' ~ ~ q M ~ ~
,S' ~ i ~ ~ i ...`,tw" 1, ' ~ 1J ' ' / ` ~J 14.0 ° ° ° ' ~ ,r , i ~ `
_ ~ . ` ~ ~ ~ \ it / ' ~ ~ \ V ~ ti , ~ , ! \ ~ o , ~ t ~ P 1 , SECTION B-B ® ~ ~ r N ~
WETLANDS IMPACT ~
~ t ~ + ~ 8- , t ° o ° P INSTALL 12 CLASS B / SCALE: i "=20'
t ~ ~ , . ° ° ~ ~ °ooo ~i , t ° ° o ° _ R!P-RAP ON SLOPE
i ~ i ~ i i A LAND OMPANY, LLC LEGEND ~
_ ° ° D ONE TRACT ° °
` PERMANENT WETLANDS IMPACT ~ ~ ~ ° ~~L~/ / a ! I
/ / TEMPORARY WETLANDS IMPACT ~ ~ M
/ + w ' n u ~ N~~'~~.. / 404 WETLANDS r' c
° ° ° ° ° ~ END TAPER AT ' AREA A TEMPORARY , P ° ~ , ° ° ° f. ~
MPACT o° ° Y ~ ° ~ STATION 2+15 WETLANDS I r. d, °d w. `/~/~/,~/~f~ RESTORATION AREA o o U
° ~,°®•q,, ° ~
o off,"-.~~'. ~ oo , o° - , ~ C EXISTING WETLANDS CROSSING L~ w 1_" z
' ~ _ ' ° ° V ~ START TAPER AT i o i o a~
„ + ~ ~ + STATION 1+90
INSTALL 12 CLASS B + a + R!P-RAP ON SLOPE , a ko ~ ~ , SITE DATA a a
/ i o + ~ CENTERLINE OF PROPOSED
RUN OF OLD HOUSE BRANCH , t , ; , ~ 14. ' HAUL ROAD. I \ AREA A ~ N ~
/ ~ + ~ PERMANENT WETLANDS IMPACT = 4,870 SF / 0.111 AC
~ + AREA B PERMANENT , \ TEMPORARY WETLANDS IMPACT = 102 SF / 0.002 AC rig ~ z z
j 0 w • ~
WETLANDS IMPACT q ~ ® AREA B ~ Y o ~ \ PERMANENT WETLANDS IMPACT = $93 SF / 0.020 AC ~ ~
i \ ~ TEMPORARY WETLANDS IMPACT = 102 SF / 0.002 AC ~ ~ z
T N S - i 404 WE LAD / r R AREA C RESTORATION AREA = 1,166 SF / 0.026 ,4C ~
~ ` ~ I r
• ~ ~
\ ,i , ~ ' ~ I' c3 r It r 100 YEAR BASE FLOOD ELEVATION = 12 ~ AE ZONE
1 1 ` 14i 0 + FIRM MAP 3720326200K
~ \ i ~ i r ~ r 1
i r r ,
o r r i r ' ~ r~ r ' NOTES: 1. SURVEY BY MARK A. STOCKS, PLS PC AND ,
PROVIDED BY THE OWNER. 4r~ ~
,i ~ ~ ~ ~ r r CENTERLINE OF i 2. BRIDGE DESIGN BY OTHERS. INFORMATION ON
~ ~ ~ ~ EXISTING ROAD. BRIDGE DESIGN PROVIDED BY OWNER. ~
• ~ ! ~ ~ , r t t 0 ~ r r + ~ r r I ~ 4s ~
i ~ r r + f ~ l~ ! I 4~ r 1 ® ' E L.. e. u,„ t~.
1 + / ~ t ice, r r ~ _ . _ . _ . _ . _ . _ EXISTING WETLANDS LINE
/ , j f r v + t, ~ ~ - - - CENTER LINE OLD HOUSE. BRANCH
, / + ~ r 1 , • Y~:.
r r ~ t ~ r ~ r EXISTING CONTOUR
~ ~ -~,~TSF TEMP. SILT FENCE
• - N NORTH ~ ' f ' COORDINATES ARE BASED 0 r ,
~ AMERICAN DATUM (1983) ' / ' + ~ ~ r + r+ o NORTHING=223950.320 C1 ~ ~ p , -12 PROPOSED CONTOUR
, / ~ r ' r FASTING=2362322.419 t ` ~ i r r o w ~ ' i 0. 4927
r r + 0 3 r r r 30 60 90 oES. JST
r r r . ~ aco. JPN
v , r , r t oRV~. NKS
P 9
N oAr~ 1 /21 /11
F PROP05ED 12" RIP RAP n RIP RAP J
N a ON FILTER FABRIC 0 SIC a
PROPOSED GRADE 3 ~ RESTORATION AREA C
G tl z _ L;
d 15 _..__......._..-....,.__...____.__.w.~~. - ~ .._~...m.._._.____-.. ~..~.m-..__.._~.._.m-...~..._..~....~__~..__,_...__._w__.___I_.15 ~ _ PPf~X~MATE-- ~w~
N 0 13
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6 EXISTING GRADE
I
i
0
0 SECTION C-U
SCALE: 1 a=10'
s ~C EXISTING ROAD CENTER, IINE PROFILE
0 0 s werlaNns
0
V
tl~ Y

8' 8' 52,5' MAX. m
N SHOULDER 12' 12' SHOULDER PERMANENT IMPACT
1" FT 2% 2% 1° FT 5' 5' SHOULDER T 7' SHOULDER J
I ,,,,r- ^-s
z
1 "/FT 2% ~ ~ 2% ~ M 1q /FBI' I INSTALL TEMP. SILT p ~
3 3 \ INSTALL TEMP. SILT FENCE AT TOE OF a ~ al.L TEMP. SILT ELEV. 13.44' SLOPE.
FENCE AT TOE OF ;E AT TOE OF \ \ \ \ \ ~ w
SLOPE. .-.-/~.f . 2.5 5 \ \ o z ~
17 / //r /\//~/%/%/%~%\//j//i//i//\//\// ~//i/i~//%/j~~%\/~/~~~%\//~~/%/%/%/%//\//\//\//\//\//\// ~ 1 0 ~
1 \ ELEV. VARIES //\/r\/r\/, SECTION ~-D 7.5 TO 12 F7 ELEV. VARIES
\\j\\j\\j\\/ \ 7.5 TO 12 FT. ~ ~ /\/j\//\/j\/j ~ ~ ~
SECTION / / r r /i\/i\/i\/i\ri,\!i,\ii,~ ROAD \~\\/\/\/\/\/\/\/\/\/\I\/\/\ ~ . • ~ j\\/\\j\\/\\j\\j\\j\\j\\j\\j ~j\\j\\' Q 5ECTION A-A \!i\/i\\/i\\/i\\/i\\/i\\//\\/`\\/:\\~j\\!r,~/~~~ Z
35 NTS 13 SR \\/\\/\\f~\~
`gy'p ~ WETLANDS IMPACT ~\'~/~:!i%i%/~/r~~~ a
~ ~ NTS v N
~ ~
~ ~ JAN ~ ~
.011 ~ ~ sX m
p~mx ~ ~A~ auA~n~ RQ 18.5 S ^ VBETlr6NpSANDST ATER ~ •'-""y.,-'-:
• f~`
, 1 , ( ,
1~1 , ~ ~ l
,1 , ~ `,O "404° W[TtANDS NTS ~ 15.0 , .
~ - ~ END TAPER AT ~'1 , , \ ° J
STATION 4+45 ; ~ ~ + ~ _ PROPOSED BRIDGE 7Tx16° ~ i
1 ~ . , _ -10- 9 ' 4-' - STA. 3+15 TO STA. 3+92 RS 8c t , , BUYERS, BROKE ,,.,1 , , ~
ONSULTANTS ~ - ~ ~ ~,s ? DESIGN BY OTHERS. C
„ ~ r "HUGGINS TRACT ~ r ~ 77 _T ..I ~
N 7
A T TAPER AT ~ ST R rt ~ r , REFERENCE BRIDGE DESIGN ~ ~ BY OTHERS. ~
STATION 4+20 ~ ~ - ` \ ~ . I , ,
~ ,'F - ~ a ~ a ~ ~ ROAD ELEVATION=14'
/ ~ , ~ ~ 1
i 1 t / I ~ ,r ° 14.0 ~I EXISTING ELEVATION ~ u: a: ~ y„
AREA B PERMANENT ~ , \ ~ n, W IW ~I ~ N
WETLANDS IMPACT , . ; r - / ~ ~ k AREA ,C RESTORATION RuN of oLD r~ousE BRANCH 's ~I seer rria ° 1s 1
„ e AREA \ ~
404. WETLANDS, , ~ , ,~i ~ ~ \
AREA B TEMPORARY ; / - *f f CENTERLINE OF ' ~ ~ ~ ~ ' EXISTING ROAD. o
WETLANDS IMPACT y , , „ \ ~ ~I WING WALLS, REFERENCE 9 ~ ~ ~ o BRIDGE DESIGN BY OTHERS, _ ~ 2 2 ~ ~ v
-'TI~-_ ~
~ ~ + \ ~ EXISTING WOOD BRIDGE , STATION 3+92 0 ~ ~ \ STATION 3+15 BENTS, REFERENCE U S z
~ ' ~ + `v ~ ~ - - TO BE REMOVED BEGIN BRIDGE BRIDGE DESIGN BY END BRIDGE ~ ~ z x
~ ~ 'i i ~ I A \ \ OTHERS. z ~ ~ 4
;~/,~1NSTgLl.,12 ~LAS5 B ~ , ~f~ W Q W ~Q~
,.S RI~~RA 0 SLOPE , , ~ \ ~ , , , ~ t t t ° ~ EXISTING WETLANDS CROSSING AREA , ' MIM. BOTTOM GIRDER Z r a ~ w~ fi ELEVATION = 12.D' ~ ~ q M ~ ~ ~
` ' ` \v + ' , ' 14.0 ° ° ° ' v v ~v v ~r + , ti o- ® ~ZrN'~
o SECTION B-B
! \ l
, \ ~ _ 8 ~ , ~ ° ° ° ~ - ° ° P INSTALL 12 CLASS B WETLANDS IMPACT / SCALE: 1 "=2D'
- , \ , ° ° ° ° _ RIP-RAP ON SLOPE
~ r,~ ! ° + ~ 0 A LAND OMPANY, LLC LEGENQ •
% ~ r''! ~ D ONE TRACT"
~ °po° Y' ° °0 ~ ~ ~ _ _ °°o i PERMANENT WETLANDS IMPACT ~ t° °v ~ a~ rn ~
' ~ _ " i »
, ° ~ °404 WETLANDS TEMPORARY WETLANDS IMPACT w ~ M s' ~ c
° ° ° ~ ° ° ° ~ END TAPER AT AREA A TEMPORARY , P \ , ° ° ° @~
` ° ° ~ ° v ~ ° STATION 2+15 WETLANDS IMPACT ° ° - o,, eft/~/~f~/\ RESTORATION AREA ° ° ~
w o
\ ° / e ° i EXISTING WETLANDS CROSSING i.,,., z
- - _ ' ° ° START TAPER AT t o k ~ ® 9° ~ ~ , ~
+ \ ~ ~ STATION 1+90 o
INSTALL 12 CLASS B ~ a ~ RIP-RAP ON SLOPE , o xo r ~ ~ , SITE DATA a o
~ o ~
RUN OF OI..D HOUSE BRANCH ; > > CENTERLINE OF PROPOSED ~ 14. ~ HAUL ROAD. / ~ AREAA
\ , ~ PERMANENT WETLANDS IMPACT = 4,870 SF / 0.111 AC w N
\ ` TEMPORARY WETLANDS IMPACT = 102 SF / 0.002 AG yr ~ z z
AREA B PERMANENT ~ , ! ~
WETLANDS IMPACT ~ , p / ~ ~ \ ® AREA B ~ Y o w \ PERMANENT WETLANDS IMPACT = 893 SF / 0.020 AG ~ ~
0 a ~ TEMPORARY WETLANDS IMPACT = 102 SF / 0.002 AC g z
T N S - ` 404 WE LAD / - ~ r
\ ~ , i ~ ~ AREA C RESTORATION AREA = 1,166 SF / 0.026 AC ~ o ~ ~
~ t r rn 3 ~
1V I r' \ ~ , ' ° ~ 1V , I ~ ® 100 YEAR SASE FLOOD ELEVATION = 12 ' AE ZONE
! , 1410 r FIRM MAP 3720326200K
~ ~ r , ~ ~ r r I
~ k ! V r ! ~ '
t i O 1 t i 1 t NOTES: 1. SURVEY BY MARK A. STOCKS, PLS PC AND
~ \ / ~ I r ~ PROVIDED BY THE OWNER.
, I ~ / ~ 1 J r > ~ ~ , , , t CENTERLINE OF i 2. BRIDGE DESIGN BY OTHERS. INFORMATION ON , n
~ ~ ~ ~ EXISTING ROAD. t ~ BRIDGE DESIGN I~ROVIDEO BY OWNER. , r~
r , ~ ~r,
i \ ~ r t 7 ~ ~ 1 1
~ ~ ~ 7 li ! I ° y': iI • ~ J ~ _ , _ . _ . _ . _ . _ EXISTING WETLANDS LINE ~ ~t
, , ~ { ~ 1 , C~ , I 1 t
~ 1 \ 1 , i I ~ - - - - CEPJTER UNE OLD HOUSE BRANCH e. ~ EXISTING CONTOUR
~ , ~ 1 I1 i ~ 1 , !
~ I t ~ ® ~ -~t-->E-TSr: -TEMP. SILT FENCE
• -COORDINATES ARE BASED ON NORTH t ' ~ ' r r / ~ of i
t AMERICAN DATUM (1983) ~ ) , , NORTHING=223950.320 ~12 PROPOSED CONTOUR 'CAL . 1 3 ` 07
_ ~ r , r o FASTING=2362322.419 a ~ ~ + ,
t ~ - r f i 0 30 30 60 90 ~ oES. JST
N ~ ~ ,r , r ,t r ' ~ coo. JPN
t DRWN. NKS
DATE 1 /21 /11
PROPOSED 12" RIP RAP IP RAP ~
N 0 ON FILTER FABRIC
0 PROPOSED GRADE ~ RESTORATION AREA C ~
D G z _ ~ ~ ~ 15 l
0 ~ __.._~_.__._...~.____~.._._........._..~.._.._..___s_..~~_..~._..,_ _...w.m_..._.___....._._.e:...._.._..__._...w..~_.___._...__.._.._...
w____ _.....__....~rr..~~_.___._._ --APf'RaX~IfvIAT~E--_~~_......~...V.. ~.~..:.C~`t3
o -..__.-,»..~v...,........._.._.....-....._~,...._..T.....-~.......-.....,._._,........,~.._,...., 11 _..~...__..____..-.__.______~._-__.___.w._ _.,_--~--~,~8;8~~aa~~~~~soa~g~, _..-GRAflE....._..~__....._ 11
g _._.:_..._____.....__...~r.-..._..__
7 .m_..~.._.-_.-
_..w.M..._ 5 _k....____._u._.__.~. _-....____._u._.__..,._..,~..._,.._.._~.` -T~~.~". STREAM-T._._ WETLAND LINE-----?I 5
EXISTING GRADE
U i
0
0
2 O SCALE: 1 "-10'
O EXISTING ROAD CENTEQIINE PROFILE
O m i WETLANDS
m 0 0
i
G S

8' 8' 52.5' MAX.
SHOULDER 12' 12' SHOULDER N PERMANENT m IMPACT
1" Fr 2% 2% 1° Fr 5' 5` SHOULDER 7' 7' SHOULDER ~
h
1 Z
/ / / / 3 1 "/FT 2% ~ d' 2% ~ M 1 "/FT INSTALL TEMP. SILT p ~
3 INSTALL TEMP. SILT w w fENCE AT TOE OF ~ ~ ALL TEMP. SILT ELEV. 13.44' SLOPE.
/ / / / T E OF FENCE AT 0 r\ \ \ ~E AT TOE OF \ \ \ \ \ T ~ w
/ / / / / / / / / , / / / / / / / / / / / / / / SLOPE. 'E. //\//\//Y/\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// 2.5 ~ ~ cn y .5 / \\%\\%\\%\\%\\%\\%\\%\\%\\%\\%i~\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \ o Z ~
17
1 \ ELEV. VARIES //~//~//~i SECTION ~-D 7.5 to 1z FT / / / / / / / ELEV. VARIES / / / / / / / / / / / / / / /
\ 7,5 TO 12 Ff.
ROAD SECTION ~/\/~/~/\/\/~/~!~\i.\i SECTION A-A
36 NTS
~o ~ I~ETLANDS IMPACT ~\'~\/%~/i%/i;~/i~~//\\'\~ Z
~ NTS o
6i ~ ~ ~ <
~ ~ J
~AN2 201 ~ ~ 1 ~ x
RQ 18.5 S - AENR • PATER RUAUIY ~ • ,.-~i~,.,.
~ °~~D$ ~tER6R~ ~ ~ ' r N
Dr ~ , r i h `
q ~ \ .
NTS ' r 15.0'®• ~ ~ 'e 404 WETLANDS r' ' ~ ~ { rte`' ~ e•
~ - t~ ~ END TAPER AT ~'1 , r ,
STATION 4+45 ~ ' ' , e ~ ,r r + r __=-10- e PROPOSED BRIDGE 77x16 ,
5~ q° r' - STA. 3+15 TO STA. 3+92 BUYERS, BROKERS 8;, ,
CONSULTANTS ~ ' i ^ ®.1 e DESIGN BY OTHERS.
.'r HUGGINS TRACT" ~ I e 7T nJ ~ ~
~N / _
START TAPER ~ ~ , , e• REFERENCE BRIDGE DESIGN BY OTHERS. ~
STATION 4+20 ~ ; _ ~ ~ - ` ~ \ r
' ~ ~ ~ ~P1% o ROAD ELEVATION-14 Q Q Q ~i
r ~f i Cis v r til • ~ \ ~r 11 Z ~ ~ ~ ~ w
° . 14.0 I rl EXISTING ELEVATION ~ a n: ~ zl
AREA B PERMANENT ~ - ~ \ , r / r . 1 .`ff 1 n. w Og w~ w
WETLANDS IMPACT ~ r r ° ~ - I \ r k r AREA ~C RESTORATION RUN OF OLD HOUSE BRANCH ,s ~I 0. i iF~- F-9 s !1. Q 16 _ ~
~ r,~ ~ ® ~ I? 1 i I I 1 ~ r ~ e AREA t
„404" WETLANDS; , , ~ rl i ~ 1 \ V' ~ j - ^~M
AREA B TEMPORARY ' ' ~ r + ~ - r / 1 CENTERLINE OF _ X0,1 WING WALLS, REFERENCE ~ o z Q o
S IMPACT r y' ' r ~ ~~~'r' h ~ ~ EXISTING ROAD. ~ o WETLAND ~ , r ~ ~ ~ ~ / ~ BRIDGE DESIGN BY OTHERS 2' 2' a ~ ~ ~
, , r ,r , r I , ri tr, : ~ ~ ~ v A , , r , a I 'R' Q w ~ ~
~ ~ , ~ , ' \ - EXISTING WOOD BRIDGE \ STATION 3+15 BENTS, REFERENCE STATION 3+92 p ~ Z
- r' ' ' ~ ~ ~ - TO BE REMOVED BEGIN BRIDGE BRIDGE DESIGN BY END BRIDGE ~ Z ~ ~
OTHERS. ~ U ~ a ~
,;%'1NST~4.L ,12 CLASS B r` - E / ~ , / ,.,RI~~RA 0 SLOP , I LLI 4 w OrZ_ I
1, ~ ' r r r ° ~ EXISTING WETLANDS CROSSING AREA , ` MIM, BOTTOM GIRDER Z ~ z c h ~ -I~• ELEVATION = 12.0 ~ ~ ~ ~ ~ ~
,1 ,S ~ , , / 4a ,1 , ~ w , , ~ . ' / 14.0 ° ° ° 1 1~ ~ r/ , ,r ~ , 1 ~ 0 ~ x ~rn~
r r 5 \ ~ 1~ / r r / \ ° ' SECTION B-B ~
U~ETLANDS IMPACT
1 ~ °0 » , 1 ~ ~ ti r 1 , , 8 - ~ ~ ° ° r - ° ° P INSTALL 12 CLASS B / SCALE: 1 "=2D'
+ ° ° ° p ° ° RIP-RAP ON SLOPE r ~ ~j l ji ~ ~ ° o
r ~ i r,~r ~ i m _ ° A LAND OMPANY, LLC ~ _ ° LEGEND
% ' ,r'~ ~ D ONE TRACT"
, / ' ~ 0 p ° 0 PERMANENT WETLANDS IMPACT ~ f° co ° ~ I I m
L TEMPORARY WETLANDS IMPACT ~ M
r ~ ' » » r : ~ r 404 WETLANDS
AREA A TEMPORARY \ ° ° ° ~ M ° ° ~ END TAPER AT V~ ~A c V/ r.., ~
° ° ~ ° - ~ ° ° ° ~ STATION 2+15 WETLANDS IMPACT ° ° - ~ RESTORATION AREA w
~ T , a`°~.®
w o ° i ~ EXISTING WETLANDS CROSSING ~ z
- - ' ° ° ' START TAPER AT e. , ~ ~ / 0 0
„ ~ ~ ~ r STATION 1+90 ' ~ o
INSTALL 12 CLASS B ~ ~ ' RIP-RAP ON SLOPE ~ T o k° ~ ` \ , SITE DATA ~ o
r r o ~
RUN OF OLD HOUSE BRANCH ; ~ j CENTERLINE OF PROPOSED ~ \ 14. ' HAUL ROAD. / ~ AREA A ~ o ~
, ~ PERMANENT WETLANDS IMPACT = 4,$70 SF / 0.111 AC N r
® ~ / _ ~ r AREA B PERMANENT , / TEMPORARY WETLANDS IMPACT = 102 SF / 0.002 AC ~ z z
! 0 ~
WETLANDS IMPACT ~ p 0 ~ ~ °e AREAS ~ o w \ PERMANENT WETLANDS IMPACT _ $93 SF / 0.020 AC ~
' 0 \ 0 ~ TEMPORARY WETLANDS IMPACT = 102 SF / 0.002 AC ~ ~
"404" WETLANDS r e , w
- ~ , / / , AREA C RESTORATION AREA = 1,166 SF / 0.426 AC `J ~
~ / rl~>> / rn~~
~ ~ r ' i I r , 100 YEAR BASE FLOOD ELEVATION = 12 ` AE ZONE
r r 1 M.0 + FIRM MAP 3720326200K
® > / t \ , 1• °
® j ~ , I , C~ 11 rr , i ~ ' r
o r r r , - \ I! r' r NOTES: 1. SURVEY BY MARK A. STOCKS, PLS PC AND ~
~ r II ~ v' r +r I I ! I 1 PROVIDED BY THE OWNER. A,,
+ ~ J I r r CENTERLINE OF i 2. BRIDGE DESIGN BY OTHER5. INFORMATION ON
~ ~ ~ I EXISTING ROAD. , ti r r r '1 ! BRIDGE DESIGN PROVIDED BY OWNER.
' 0 + r r ~ \ , I r I ~
r / ~ I r f i
1 ~ / r 1 !ter 1 f ~ - • - ~ - ~ - ~ - ~ - EXISTING WETLANDS LINE ~ a
~ I ~ t ~ i 2 r r , r - - - - CENTER LINE OLD HOUSE BRANCH ~
+ ~ r ~ r r'
r r r r r ~ r rr r ~ ~ EXISTING CONTOUR ,
r' + f + ! ~ --x-~TSF - TEMP. SILT FENCE
• -COORDINATES ARE BASED ON NORTH ~ + + ~ ~ IP P
~ N DATUM 1983 ~ r ' + i AMERICA ( } ; ~ 1 r , + NORTHING=223950.320 ~ ~ r ~12 PROPOSED CONTOUR . 1 ` ~
' ~ ~ r' ' r ° FASTING=2362322,419 G r ' ~ ~ r r+ r o
i j r 0 30 30 60 90 ~ oes. JST
' + Ir + r , r r r r ' \ ann. JPN
r DRw~. NKS
P n
~A1E 1 /21 /11
PROPOSED. 12" RIP RAP fP RAP
0 ON FILTER FABRIC J
° Q, PROPOSED GRADE ~ RESTORATION AREA C ~
G 6 z
Q 15 __.-._m..___..,.._____.~__.~_.. _ ~ -..._-_,_µ__.~.__a_.~.-..~______._.._______._~.. _e...._-.,_..- _.r.~.__...r_...~.~,_...__.._...._~,~... i5 l
~ m ._.,....~.._,_M~....._.-_._.. ° 13- - ° ~ _ PPRaX1#~IATE~--~..__.- w._,_......._..._... i g > °
._.~...~._w_,_._._._. _ n 1 s 1 __._r_--oSg&;&°h8gs~8°w°~~8~8~ero,°,p li
g TM" r...__-_~_.__...~___..._.---
...~.m _ 7 _ o°oo oooao ~ - • n.na.o. o o°o ~,a~~-sae 7
5 STREAM ~ __.w,~.__...~.._....~.~.. WETLAND LINE---•I s
EXISTING GRADE
i
0 m
0 SECTION
_D SCALE; 10-10'
O iv EXISTING ROAD CENTERLINE PROFILE
O a~ O J WETLANDS
6~ U O