20030909 Ver 1_Approval Letter_20030303

• V
o`'~~ W A r~9~c
r
~ ~
o ~
Dr. Greg Thorpe, PhD., Manager
Planning and Environmental Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina, 27699-1548
~ ~~ A
~ sloo fii~
~ U
,,'"2'9I<'1,
`~~,~1
~~9~~~H
February 12, 2007
Subject: Modification to the 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water
Act and Randleman Buffer rules, with ADDITIONAL CONDITIONS for Proposed improvements to the
Greensboro Western Urban Loop from I-85 south of Groometown Rd to south of I-4- Interchange in
Guilford County, Federal Aid Project No. STPNHF-NHF-124-1-(1); State Project No. 8.U492101; WBS
Elements 34820.1.8 and 34820.1.10; TIP U-2524 AB&AC.
Water Quality Certification No 3435; DWQ Project No. 03-0909
Dear Dr. Thorpe:
Attached hereto is a modification of Certification No. 3435 issued to The North Carolina Department of
Transportation dated October 6, 2003. This modification is applicable only to the additional proposed activities. All
the authorized activities and conditions of certification associated with the original Water Quality Certification dated
October 6, 2003, and subsequent modifications still apply except where superceded by this certification.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
Alan W. Klimek, P.E.
Director
cc: Andy Williams, US Army Corps of Engineers, Raleigh Field Office
J.M. Mills, P.E., PE, Division 7 Engineer
Jerry Parker, Division 7 Environmental Officer
Travis Wilson, NC Wildlife Resources Commission
DWQ WSRO Regional Office
DWQ 401 Transportation Permitting Unit
N~on~,e~, Caro na
Transportation Pennitting Unit / ~"~kCQ~~(~
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone]ntemet: htta://h2o.enr.state.nc.us/ncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
~O nM Alan W. Klimek, P.E. Director
ILI,=~ 1`+( Division of Water Quality
An Equal Opportunity/Affirmative Action Empbyer - 50% Recycledll0% Post Consumer Paper

\0~0~ V Y " r c9QG
~ r
~ _,
O `~ <
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
•- Division of Water Quality
_t-
~+
Modification to the 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act
and Randleman Buffer Rules with ADDITIONAL CONDITIONS
THIS CERTIFICATION is issued inconformity with the requirements of Section 401 Public Laws 92-500 and
95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ) Regulations in 15
NCAC 2H .0500 and 15A NCAC 2B.0250.
This approval is only valid for the purpose and design that you submitted in your modified application dated
received February 8, 2007. All the authorized activities and conditions of certification associated with the original
Water Quality Certification dated October 6, 2003 and any subsequent modifications still apply except where
superseded by this certification. Should your project change, you are required to notify the DWQ and submit a new
application. If the property is sold, the new owner must be given a copy of this Certification and approval letter, and
is thereby responsible for complying with all the conditions. If any additional wetland impacts, or stream impacts,
for this project (now or in the future) exceed one acre or 150 linear feet, respectively, additional compensatory
mitigation maybe required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid,
you are required to comply with all the conditions listed below. In addition, you should obtain all other federal, state
or local permits before proceeding with your project including (but not limited to) Sediment and Erosion control,
Coastal Stormwater, Non-discharge and Water Supply watershed regulations. This Certification shall expire on the
same day as the expiration date of the corresponding Corps of Engineers Permit.
Condition(s) of Certification:
1. All other conditions written into previous Water Quality Certifications for this project still apply.
2. This modification approves the stream relocation repair plan for Site 2BA, Long Branch Relocation
(Section AC) submitted by NCDOT and dated January 25, 2007. The purpose of this repair is to stabilize
the stream relocation channel.
3. Construction of this stream repair shall be closely overseen by NCDOT, Natural Environment Unit,
Natural Environment Engineering Group (NEU -NEEG) staff or their designee. On-site changes to the
repair plan may be made by direct supervision of NCDOT, NEU-NEEG staff or their qualified designee.
Upon completion of the project as-build drawings will be submitted to the Division of Water Quality.
4. Upon completion of the repair project, Randleman Buffer reforestation will occur to any disturbed areas
within the originally approved reforestation area.
5. Upon completion of the repair project, stream and buffer monitoring and reporting as originally required
in the October 6, 2003 Water Quality Certification will restart and continue for a period of five years.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal
and/or civil penalties. This Certification shall become null and void unless the above conditions are made
conditions of the Federa1404 and/or Coastal Area Management Act Permit. 'This Certification shall expire upon the
expiration of the 404 or CAMA permit.
No~C hCarolina
Transportation Permitting Unit ~QEllCQ~e'l,/
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] Internet: http•//h2o enr state.nc.us/ncwetlands
An Equal OpporlunitylAffirmative Action Employer - 50% Recycled110% Post Consumer Paper

\o~v, .h,OG
_~ ~ ~
o ` -c
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
If this Certification is unacceptable to you have the right to an adjudicatory hearing upon written request within sixty
(60) days following receipt of this Certification. This request must be in the form of a written petition confornung to
Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. If modifications are made to an original Certification, you have
the right to an adjudicatory hearing on the modifications upon written request within sixty (60) days following
receipt of the Certification. Unless such demands are made, this Certification shall be final and binding.
This the 12~' day of February 2007
DIVISION OF WATER QUALITY

Alan W. Klimek, P.E.
,~ Director
WQC No. 3435
N'o"~`nCarolina
Transportation Permitting Unit Jvatlrral~j
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] Internet: htto://h2o.enr.state.nc.us/ncvvetlands
An Equal OpportunitylAffirmative Action Employer - 50% Recycled110% Post Consumer Paper

Y.rv
~~
~~ ~.~~
STATE OF NORTH CAROLINA
DEPARTZVIENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
January 25, 2007
:'/~~
~' ; ! r,;'
. p~, ''
.~,~nPFl~
~c
.y
LYNDO TIPPETT
SECRETARY
NC Department of Environment and Natural Resources /
Division of Water Quality ~1 I ' ( n
Winston-Salem Regional Office ~ a ~ U ~ v ` v
585 Waughtown St. O
Winston-Salem, NC 27107
Attn: Ms. Sue Homewood
NCDOT Coordinator
Subject: Request for Section 401 Permit Modification for the revised stream
remediation information for the proposed Greensboro Western Urban
Loop, from I-85 south of Groometown Road to south of
I-40 interchange; Federal Aid project No. STPNHF-NHF-124-1(1); State
Project No. 8.U492101;WBS Elements 34820.1.8 and 34820.1.10; ;TIP
U-2524 AB& AC.
References: USACE Section 404 Individual Permit, Action ID No. 200321137
NCDWQ Section 401 Water Quality Certification No. 3435, DWQ Project
No. 030909
Dear Madam:
On October 30, 2003, the US Army Corps of Engineers (USACE) issued a Section 404
Individual Permit (Action ID No. 200321137) for the subject project. A Section 401
Water Quality General Certification No. 3435 was issued on October 24, 2003 from the
N.C. Division of Water Quality (NCDWQ) with the Section 404 Permit. The permit was
set to expire on December 31, 2006. A permit extension for the subject project was
applied for on August 4, 2006 and the permit extension was received from the USACE in
a letter dated August 21, 2006. The new permit expiration date is December 31, 2007.
Site 2BA, Long Branch Relocation (Section AC) of the U-2524 AB& AC permit
(attached is a copy of pg. 11 of the permit application) was used as an on-site mitigation
MAILING ADDRESS: TELEPHONE: [phone] or LOCATION:
NC DEPARTMENT OF TRANSPDRTATION 919-715-1335
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2728 CAPITAL BLVD. SUITE 240
NATURAL ENVIRONMENT UNIT FAX: [phone] RALEIGH NC 27604
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598 WEBSITE: INWW.NCDOT.ORG

site to offset impacts associated with construction of the project. The stream channel was
constructed according to the plans and water turned into the channel in early 2006. Since
that time, the stream has experienced bank erosion and the channel has downcut in
several locations. The Natural Environment Unit Engineering group was asked by
Division 7 Construction personnel and the NCDWQ to evaluate the stream. On August
18, 2006, the Natural Environment Unit Engineering group, Division 7 Construction and
the NCDWQ met on-site to determine a course of action. Based on this meeting, it was
determined that the Natural Environment Unit Engineering group would prepare a repair
plan. On December 18, 2006, the Natural Environment Unit Engineering group, Division
7 Construction, the NCDWQ and the USACE met to review the repair plans. Per this
meeting, all parties agreed that the repair plans would address the problems with the
stream relocation.
Included with this letter are the proposed repair plans. The first set of repair plans are the
stream remediation plans and the second set of plans are the erosion control plans. The
plans include adding grade control structures, grading down inside meander beds at
several locations, removing roorivads that have failed, installing stone toe protection and
adjusting the alignment at the downstream end to allow a smoother transition into the
culvert.
NCDOT is requesting a permit modification from the NCDWQ for the revised stream
remediation information. According to Mr. Monte Matthews, USACE, a permit
modification is not required for the revised stream remediation information from the
USACE.
If you have any questions, or need additional information please contact Mr. Jamie
Lancaster at [phone].
Since y,
(,~{/ Gregory J. Thorpe, Ph.D.
` Environmental Management Director, PDEA
Cc: w/ attachment
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Mr. Mark Staley, Roadside Environmental
Mr. Brad Wall, P.E., Division 7 Construction Engineer
Mr. Chris Kirkman, P.E., Division 7 Resident Engineer
Mr. Jerry Parker, Division 7 Environmental Officer
Mr. Scott McLendon, USACE, Wilmington
Mr. Randy Griffin, Natural Environment Unit Engineering Group
Mr. Monte Matthews, USACE

Avoidance:
• The NCDOT delineated 13.17 acres of wetlands within the 1000-foot comdor
proposed for the road project. The NCDOT was able to avoid 11.85 acres of
wetlands by placing the Urban Loop alignment as proposed for construction.
• Wetland W 1 near I-40 as described in the EIS will be completely avoided.
iVlinimizadon:
• Long Branch Relocation (Section AC, Site 2BA). Of particular concern to the
agencies was the proposed piping of Long Branch at the proposed Urban
Loop/I-40 interchange (Section AC, Site 2BA). This impact and relocation is
found on permit drawings for Section AC, Sheets 32-35 of 36, Station 101.80-
L- to 12+20-Ramp D-. Due to the substantial amount of channel impacts
associated with this stream, the agencies suggested the NCDOT relocate and
employ natural stream channel techniques when designing the channel
relocation at this site. Natural stream channel techniques has been used in the
relocation design. Construction of the relocated channel will be in the dry and
was included with the design plans for TIP No. U-2524BA. The decision to
include construction of the relocated channel in TIP No. U-2524 BA was
made to provide a new, stabilized stream channel capable of receiving water
near the time of construction for TIP No. U-2524 AC as Sections BA and AC
connect with one another. The NCDOT will be replanting 1.21 acres of Zone
1 (within 30 feet of the stream's top of bank) and 0.74 acres of Zone 2 (within
20 of the stream's top of bank). Vegetation to be planted includes black
willow (Salix pigra), silky dogwood (Corpus amomun:), green ache (Fraxittus
peppsylvapica), sycamore (Plaptus accideittalis), tulip poplar (Liriodepdrop
tuliperifera), and river birch (Betula pigra).
UT #3 Reddick's Creep The proposed road project has been placed on top of
UT #3 Reddick's Creek (Section AB, Site 3) in order to fit between two
housing developments. This impact is located on Sheets Sand 10 of 26,
Station No. 34+00 to 37+10 -L-. The NCDOT has minimized impacts to the
stream by relocating it south of the proposed roadway. The NCDOT could not
place the stream entirely into a relocated channel due to topographic
constraints on the site. Relocating the entire stream in a new channel would
have led to severe cuts to, and the taking of, highly valued property to
accommodate the relocation and associated floodplain. The resource agencies
agreed to this minimization technique at this site. The NCDOT will be
replanting 0.67 acres of Zone 1 (within 30 feet of the stream's top of bank)
and 0.44 acres of Zone 2 (within 20 of the stream's top of bank). Vegetation to
be planted includes black willow (Salix pigra), silky dogwood (Cor~tus
amomum), green ashe (Fraxipus penrzsylvanica), sycamore (Plaptus
accideptalis), tulip poplar (Liriodepdrop tuliperifera), and river birch (Betula
~tigra).
All box culvert have been buried one foot. As a result there will be no impacts
to aquatic life movements.
Greensboro Western Urban hoop July 15,2003
Section 404/401 Permit Application Page I 1 of 17
TIP No. U-2524 AE3/AC

h
N
f ~.Ff L .,I "* :: -~ «P~r1 ~ 913 v..
~ ' 1-
. ~ry r4-, ~ ft , 7 ,j ~~
"~ ~ c L:.1 r a~ r-~
y ~) -~ ~~~- ~ ~,
,. ~ `-
'%; .-,ter ~~ . ~/
~r.
.y
~.~...
rte,
~P,RO]ECT ~ ' _ fi
`\ ry~ Ii!F.ACB ~ Green boin D'
~::-„~ _ ^_~ rte.
ri
~... Ta 21 f-.--- ~.. ,
~•
f ~' t ~;~~
Y f
~, ~,~-.i. ~~ Ui
s
- ~~ -~
-- ~ {
~i~ ;!_ .~ _. .
,. -
- ~ i~
_ ,. .~ _
VICDIQ3Y M
NOT TO SC<
0
0

7J171Pd OP SHP.Ii7S
! 27778 SHEb7'
lA CfkYVIiyIIOYAL SYMDOL
2 D'.JAI7S: ST.lllR1Z1770,Y
u n~rreus: r~arcu caos,
3 SITSL1fARY CIP QOM'777I
1- 3 PIAN AhD PROI+I78 S$
~~CA~'1E ®~ N®~$~C~~ ~A]~®]L~NA
~~IIIILIF~118TL- ~C~IL7~7f}Y
LOCATION: U-2524 -GREENSBORO WESTERN URBAN LOOP
mn mn weict swan is ~ *•.u
.C U-2524BA 1 7
rtn ~._ ~~~_ ,o.,.,
3l~aau ~.
,~ Mio
GRAPHIC SCAL&S
~0 -15 0 30 60
PLANS
-30 -15 0 30 60
PROFILE (HORIZONiAU
-4 -2 0 4 8
i ~
PROFILE (VERTICALI
PROJfiCT DATA
STREAM REMEDIATION LENGTH = 1,986 FEET
Pre~xr~ In tie Offfa d:
ECI ~oeociafec
.~r~ of North Carolina, II.A.
SUTE 11C. lAh9YlRK CFHTEA 4l601M FCRKS AC.
AALEILH, NC 176C9-5110
.ENGNEERS • RAtriEflS • ECCLCCi5T5
for Ire
DIVISIO2K OF HIGIIWAYS
LEffihG L19TE:
71MOTHYP.OOHOM~, PE
rTCaa+.r ~m
GARY At MRYtaTJ~ E1.T.
BL4f.Y 1L1Gf.1C~
uFx A>aE7+al
sarrranur nesmT
PROJECT ENGABP.R
DIVISION OF ffiGHwAYS
sr~IS of NoR7a csxor.~
~~~
DEP.!li77f!ffidi' OF 2RdNSA0RTA770N
FEDERAL EIGER'AY AD,itIlYlSIR,fIIOH
GREENSBORO, NORTH CAROLINA
TYPF. llF WlIRTI~ .c7'uFaA,! u>~~u>~nreTrn~-~

Noce: Norm Scale 5°9°A'J[°E ~]F N~1R~!°1H CA~b~I.~N~ I~`
SU.E = Srrbrurfnce Utility 6ngGieaing '~~
~DIVI~i~N ~Fl3IGY-IW.~~S ~
COf~lVEitlTION~4L PLAf~! SF~IEET SYMBOLS
BOUNDARIES A11D PROPERTY.•
State Uno
County Una
Township Une
Gt
Une
-...._...._
-
y
Rasarvation Una .-
- -.-
Property Une
Er'sting Iron Pin o
Property Comer
Property Monument 0
Pcrcel/Sequence Number m
Ezating Fenw Una -x-x.-x_
Proposed Woven Wiro Fence e
Proposed Chain Unk fence a
Proposed Barbed wro Fonu E----
Easting Wetland Boundary ----y----
Propasad Weiland Boundary -..-
Er.'sting Endangorod Anima! Boundary -w-
Es'sting Endangered Plant Boundary -~+-
BUIlDINGS AAD OTt~'R CULTURE.•
Gcs Pump Vent or UG Tank Cap p
Sign 0
s
Well o
Small Mine x
Fcundrnion
Arno Outiina ~
Cemrrtary ~'?
Building LL.fJ'
School ~'
Church ~
Dcm
XYDROLOGY.•
Stroam or Body of Water
Hydro, Pool or Reservoir
lurudicfional Stroam
Buffer Zone 1
Bu~rrar Zona 2
Flow Arrow
Disappearing Stroam
Snrinn
Swcmp Marsh
Proposed lateral, Tail, Head Ditch
Fa&a Sump
r-----~
L----J
-u-... -
-ez r -_
-.~z-
~-~`~.-~
>v
m
RAILROADSr
Standcrd Gauge -
RR Signal Milepost
switch
RR Abandoned -
RR D'umantlad -
RIGHT OF WAY.•
Ctt fAMSgNfgM
~urRSO'r ss
:~
Baseline Control Point Q
Existing Right of Way Madcor Q
Existing Right of Woy Una ---
Proposed Right of Way Une --~--_
Proposed Right of Way Una with
Iron Pin and Cap Marker
Proposed RightaFWoy Una with
Conaoto or Gronita Marker
Existing GantrolofAaass
- ^„
-~;--
Proposad Control of Across _ ___~~
Existing EasamorrtUne - _E-_
Proposed Temporary Constnrclion Easamarn- -E
Proposed Temporary Drainage Easement- -me-
Propasad PonnanarttDroinaga Ensamorrt- - -roe-
Proposad PonnanarttUtility Easement -roF.-
ROADS AND REI.r1TED FFATURES.•
Existing Edgo of Pavement --
Existing Curb -.
Proposed Slope Sfalc s Cut - - _ .~ _ _ _
Proposed Slope Stafcas Fill _ _ _ ! _ _ _
Proposed Whaol Chair Ramp
Proposed Wheel Chair Ramp Curb Cut -
Curb Cut for Futuro Whaol Chair Ramp - cr
Existing Metal Guardrail
Proposed Guardrail
Existing Cable Guideroil
Proposed Ca61c Guideroil
Equality Symbol
Paromont Removal
YEGETAT70N
Single Tree -
Single Shrub -
Hadge
Woods Una -
Orchard
Yineyard
0
4 0 fl 4
vwrara
EXISTING STRUCTURES.•
MAIOR:
Bridge, Tunnel or Bax Culrort ~~~
Bridge Wing Wall, Haad Wall and End Wall- ~ cac ••
MINOR:
Head and End Wall ~;,,~ „,
Pipe Cuhnrt
footbridge ~_--~
Drainage Box: Catch Basin, DI or JB bra
Paved Ditch Gutter -----
Stone Sawor Manhole p
Stone Sower ,
UI7LI77ES.•
POWER:
Fasting Power Polo p
Proposed Power Polo
Existing Joins Use Pola -p-
Proposad Joint Use Polo .d.
Power Manhole p
Power line Tower
Power Tronsfonnar 0
UG Power Cable Hand Hole
H-froma Pola
Recorded UG Power Uno
Designated UG Powcr Uno (S.U.E.'
WATER:
Water Manhole p
Wrnar Motor o
Water Valve
Wrnor Hydrant ~
Recorded UG Water Uno -
Designrnod UG WafarUno (S.U.E.'}--- ----•----
Above Ground Water Une ~~c .m.
N:
N Satellite D'uh ~
N Pedestal
N Tower
USG N Cable Hand Hole
Recorded UG N Cable ~.-
Designated UG N Cable (S.U.E.') ----~
Recorded UG Fiber Optic Cable -~• n
Dasignrnod UG FiborOptic Cable (S.U.E.'J- ----~•~~
GAS:
Gas Vahre Q
Gas Meter
Recorded UG Gas Une ~-
Dosignrnad UG Gas Una (S.U.E.')- ----~----
Aboro Ground Gos Una "` `°'
SANITARY SEWER:
Sanitary Sower Manhole 0
Sanitary Sewer Cloanout 0
UG Sanitary Sewer Una -„-
Above Ground Sanitary Sower „~ f~„Q„„„
TEU:PHONE: Rawrdod SS Forced Main Una -,,,_
Existing Telephone Polo -G- Designrned 55 Forced Main Una (S.U.E.') - ---_n,_
Proposed Telephone Pole .0.
Telephone Manhole 8 MISCEUANEOUS:
Telephone Bornh p Utility polo

Telephone Pedestal
m
Utility Pole with Bose 0
~
Telephone Cell Tower ,i, Utility located Object

UG Telephone Cable Hand Hole
®
Utility Traffic Signal Box ~
Retarded U-G Telephone Cable ~ Utility Unknown UG Une
Dosignrnod UG Telephone Cable (S.U.E.')- --- -~---- USG Tank; Water, Gas, Oil
Reconled UG Telephone Conduit R- AEG Tank; Water, Gas, Oil
Designated UG Telephone Conduit(S.U.E.'t- --- -n---- U,G TestHola (S.U.E.')

Recorded UG Fiber Opfia Cable -
~ ~a-
Abandoned Aaording 1o Utility Rewrds - ~
AATUR
Designated UG fiberOptia Cable (S.U.E.'j- --- -~~<--- End oflrrfonnation
E.0.1.
..101A_uSYM.dgn.dgn 1115!20074:21:10 PM

rt~vmoru
~ 1A 1A
6A116ill1 sAX1411(L 51NIffIAI.
YIQIH I WeiX I WOM
xYm
JD'
POOL
BUR7SOUlD8l97 BElAYlsED
~~
RiFFIE RIFFIE wTEA4L•
s'XOAL THIU01ES9 Nf1L
GRADED YR OF 607E
CIASS A IR4161770NE
ArmzT56waswo
G~ PFFLE
EIOTEON OF
~F~
J LTER
wwaal i -~{ FASwc
SECTION A-A
uP7iti<AY Elm aF SGEiI VANGS, 10:1'
N7 N TO sAXKA wX1YUY OF f AT
ELEYAliOX OF iC A80VE BED
I ~' I r
FLICW
I ~A
RrllE wTFAIAL l
C XOw 1HICq¢S9 Vfll
cRAGmYxofY7z
QA89 A7116167 BTIWf;
AX07.S14 YFD. SANG
IE/~DEA
Roa
rT~AYEXG~SGTxwXas,
IEYFAXG N 10 sAKKA YI70A-I aF
rAT7N ELEYAnwEaIAiTG sAXlouu
PLAN VIEW
FEY M YANE TO BAA9(
wKYU4 CFf ATAM
E1fYATICN EOUAlTO
LL OR SLX:HiLY
STATgN E1FVA110X ARY LENGTH
n.n ea66 v
iSN7 5513 ~
1e.n e+/3 u
NNb 1965 73
zHU euo ~
FIEADEA ROp(,TYP. SETH&SDElt ROaf BAa(
6EE PRCFIlE FOR AYWWIAE OF IA WO7H
FLOIY FIEVATION OFTHE FOQIFI3 ROCK
6ALIFIlL, TTP.
1517farE
I FAGVATED Pall
ICNYUY. I FO(EiFA ROG(TYP.
"'~~~III ROCICiWYANEAid18f101M

~~
r67 BiONE FXGIYATED TRENgi X(1TSE GAPPm CA HAVEANY
OXIFiWEi 6PACFS
p1
FaT
R
Oa(
Cgg VA
~
~
~
T
NE FlLTFAF
l F0.TFA FAeP1C SECTION A-A
_~
-
T@ PANE AR6E rliTl
eAN1ff1A1. BAwfflAIElEVAncN
POOL EXCAVATED FEA XEAOEA
CIRECIIOX CF EXG'XEER ~
ROCS
A FIOW
rAT0101L SIDPE
sACIffIIL
TTP.
N7 STONE ~ Fs.TER FABRIC
PLAN VIEW
w~'6YlN
N
&
71CT 6E
OJPPED OR IN
BIGNiF1fiWT'SPA4E8
SECTION B-B
XCfFB:
1.OffPESTPARf OF POOI.TO sE N IJXEVAI}I FMIERE
VAIE Al+LTlEB WTD SAN1FlA1
2 00 NGTEXCAYATE POOLTGO a~BE TO FOGIFTS BaAOEAS
'
3 aA88
A'STONEGYI BE U91~ TO RELUCE V06t9

ROCK CROSS VA
NE DETAIL ~ COYPACf S~aFTLLTO EXTEfIT P0S9ISlEaiATTHE
~~~

XGT70 SCILLE ~
6 FOOL GErIH 81iGUlD s'c 1 TO liSEES fiAHFTAI OEPEFL
HEACfIE ROa(TYP.
~ SET HEAOFA Rd]C 5101(
A WtiYIAE OF y
WO1H OF FOOTFA RCG(
ar 1r
-^ IAavul, d ~ o
rn.
arstGNE 6EG
~~
FOGIEA ROaC T7P. u
z
- wN1YU1 ROaCTNGF51ECIpR APA1910EAD
NOi BE GAPPE7 C31 XAYEANY

FXGVATm TRENCH FCq
SGNffIp~MSPACES ~ BfCHE
ooG~~EFEECtat
~ f1L7ER FA6R'X:, T7P,
~ ~ SECTION B-B
eAw~ ni o>
~ ~rvIXGIXTO5AV1c
a
a
~ ATAN E1FVAnCN EOUAI

'F ~
Ta SvuaTX.l
L ~0_Y+ e6TO1c56aoPE
zrTG
# '~
~~ SECTION C-C P0°~
~
t /-FILTER ROaW W OEFTFCTORARY BHOaD
/ FABRIC XOT SE aA-PE-OR H4VEAm
/ 9GXIFlCANisPACE9
ARY EEHGTH
APPROX. u-1s
SECTIONS D-D & E-E ~ ~~
ROaC3 W
CtFIECfOR AiUI s1i0aD
NGf SE GAPPED CR HAVEANY
GGMFIGVSTSPACE9
CONSTRUCTED RIFFLE WITH CONSTRICTOR ~µo"~`°°'
Tartu scuE t ca~ACT5Et1atLLTG EXTENrPOSSeEEORArne
OWEC7ION of THE FNG74'ER.
);CI AuociaEel
~vEE~ o{ Norf)i Carolina, P.A.
AnYE na. w,awnx aN7EA A16q 9x Favxs RO,
~~ ~EMOYaERS• 11609-SN1
Pl1xNEAS ~ EC40pST5
CqR F7sFA wT7W0 -
wlrnNUE 1r ccYHSDEe
wsroXETOE
diOfa:TTk'PRQIECTION
MACE 1ACFSPECF~®
l7DNE Br30WTTE EASi1N(i
GRADE AT THE TOE OF BlC7E~
STONE TOE STABILIZATION
sovE: Xrs
CIRECifON
oFF1.ow
wmXa ~~~~
~N~Oi roXrcartEru
/ f- ~ AF
,~
COM F13ET5 (~)
wmMG eAaff6L -,
N+a~GRa
r cENrEra,9~
TO NVAE1wm~
r cEXTER
_-._~S _.---• NTRFNCF
- wmncsHALL~
FSACFD M TREwa
ANO sAC1~LLEG
atREAY IED
TYPICAL CROSS SECTION
COIR FIBER MATTING DETAIL
XurTGSUUE
SCENiER9~
- ANCHa78
T YM
rxrOVir.n
NOOOEN QfAIE
~~
u'
N SiEc1
ReXFCRCa6ExreAa
u'
ANCHOR OPTIONS
t W AREASTO sE WTIED, ALLSED71Nq sal
carN~Aaw~7Hnt ~YPR~nrF~cr
IPEaRanaa PR1Qi TO PIACBIE7Ei aF a]IR
ZR~mw w1Y~BE USED W NArE aF noGOE79 BTAAES
A8 C9RECTED ST1HE ENGItFIIl
..102 uCDT.dgn 1/15120074:22:18 PM
~I Imo- e' a1EREArarn
PLAN VIEW

TYP. CHANNEL SECTION.
REFER TO TYPICAL AS
NECESSARY TO RE-GRADE
UNSTABLE RIFFLElRUN SECTIONS
TYP. POOL SECTION.
REFER TO TYPICAL
WHEN DIRECTED TO
GRADE BACK ON 3:1
as
~-
ae
as
ORIGINAL DESIGN REMEDIAL DESIGN
W=14.4ft W=16.Oft
A=20.7ft~ A=26.6ftZ
WID=10.0 W1D=9.6
dmaz=2.Oft dmac=2.5ft
4=~~ Q=120cfs
rwnrnwow.nwoEt
amngxrasr~:~rnow
awn on sra i e~ax snuauec
d„ =1.011AI
dy=28AW
d~ = 5.1 MM
dN =17.7 AW
ae=27.7AW
..102a uCDT.dgn 1115!2007 4:22:56 PM
..,, ~.

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
SUMMARY OF QUANTITIES
BELT. QUANTITY UNIT ITEM DESCRIPTION
000 1 l9 YCOILIUiSON
901 1 L8 OONSTRUCTICN SUflYEY
228 1 L8 GRAOINO
1005 3 TON 29 FINE AG3flEfL1TE J YEOSU91 BAVO
1005 100 TCN N0. 57 STONE
1042 60 TCN RIP RAP, CLASS A
1042 TS TCN pIP PAP, OLA53 a
1042 170 TOV AIP PlP, CIASS 1
iD42J8P 200 TCN STONE, 60ULDEp
1050 800 3Y FILTER FAEAIC FCA DRAINAGE, TYPE 2
1880 2 AC HATIYE GRA93 SEEDING AND ~l1LCNINO
1820 2 AC TEIIPCRAHY SEEDING
1881 50 LB SEED FOA REPAIR SEEOINO
1881 0.25 TOY FEATILI2FA FOR pEPASR BEEOING
1852 80 La 9EE0 FCfl SUPPLEYEttTAL 8EEOINO
1885 0.78 TOY FERTILIZER TOPCRE59IN0
1805 730 LF TEL'POAARY SILT FENCE
loss 1 L9 DIVERSION Plx:pING
3P 4 EA SPECIAL 9TILLSM1O B13IN
1830 65 CY SILT EXCAYATIOY
BP BOD SY COIp FIBER WT
SUMMARY OF EARTHWORK
pN CU&C YARDS)
SITE EXCAVATION 700 CY
SITE EMBANKMENT 200 CY
NET WASTE 500 CY
NOTE: ALL QUANTITIES SHOWN ARE APPROX151ATE.
CONTRACTOR MUST VERIFY ALL QUANT1TlE5
TO HIS OWN SATISFACTION. NO SHRINKAGE
FACTOR INCLUDED.
103_uCSQ.dgn 1/15!2007 4:23:26 PM

~~
s
~~
~~
~~~~
~~~~
O
~~~
µ~~11 ~~~
N
_v, 8I1~
~~ ~~~
~ soap
e~ ;';~~
~~~
~~~
~~Q i;
;;
~~`.
;;,,,
,~
~,; ; ;;
~~;~, ~~
F ~S p~
i yI Y O
w
~~ ~~
,;~~ ~ ~ ~
/ 5
w
~~ ~~ ~ ~~
0
0

rn
....l.....i....i..... _
... i.._....i_.. ........1...':

O
....:........:.... :....:. _
....... ~..
..:

:
. ..,
...
...! ... .... i....
:
....
....i~
~ i
i '•
.... c... i....i.
._

..>.... i......

. ....i.... J....

O

O
` ~ i
i_ ..........
:
... i....
:....<
i
~
~....:...._....i.._
.
_..<....
~ .....

......s.....
....

., .......
....
.
_
_~ ~..
_ .

:

:,

:.
.

....:....:....:..
, : :..

:

...

.;

....:..
:

...:....:....:...

..

;.: ;
.....:....:..

0

0

. ~;:

r
.
.
~:
,:
~:

,:
:,
. :~
.....:....:...... :....:....: .. :..

....:...:......... _

.............

...............

o

0
:
.

..................
;:

...
.... .
..>....:....<..

....:....:..

~
. ..
. ..

0
:,
u~

...
:~:~
o : ... ....:.... .
,:

i. d
.. i.....:....' ....i...
.........:....:.... ....~.i.
...~....

i ~ ~

......
~....
~....

.:....:.....:.

...!__ ....~.... ....i %~. _. {....

~

_..5.....i....i.... .....i~:....!._.
e .
...,.... ....i-.....

.... i....!....i....

i.... <.... i..

~
. .
.... ~.... ~....~.... ~. ~._ ...........

_ ~:
....:.....~....i......
..., ..n-... ~..
i i i r
.....:.... ...L.. i....
r.

i s i
....._......j.... ........{.... i....

.i........'.
~..
i...
<....
i i i i i i
.

.i....;.....i.
_
.
... i.... ~... i...

~

;,;;,,; ~; , , ~ L
,.
....
.:...
:.
.,, - , - -
., _-. ,,
..
., _ _
..
:...
...
.:.
......
_,
._
.,
:~
0
;,
,~;- ,,,.
,-
.......;....
...... .
:.
~ ~~ . ~.
:.. ,
,,
::
~g
a
:....
~ ~ ~ :..
•"~ ; ~ t-
..... ~
dddd .... i..
~::.: i i W
~. .. ~
...............::.
y
R
,•,~
_..;
;...
..
,,, ~
- t .....:. .. ....
~,~,
~ _..;....~...<.... O
;....
..~.._ .
>.
;,.- ~ g~~ ...~....,.... .
W~ ? + a
. ,,
~ ~°~ p M
i ...:.....:...;.... ....:....:.... a.... .... E. i E
~:
i ~ :.... ....:....:....... ....':... N
~~
~:
11 ~ ~: - V'
~ ,QO 14 O i i ~:
,bk ~ ~: _ ti
.. ,, _:.
1 9~qi w :...;... o
I~
U i i ~ ~ N
. _:....~....l......... i.... ....;.
a¢,, .: ~
O_ Q ....f_.. i.... ...i.... i.-.i.._.. ~
.....:....:....:.....
~_ : ,
:.
......:.............:..
~..
~. - - _ o
.:
o o~
`~ ~: .N: ~ ~ o :moo ~
0
~~
~_~=~ ~a~X
`~a~ g~3
~~~ ~~~
0~
~~
8;~
~~ ~<
,`,,,,~`. g ~~
;,,~;~
:V~~ i q

.' "'o
I I ' I I ' ~

o
S~
';~i~
II,t11
~~
~~
_; ; ;;, 29
"~' ~`, X8
III
I I
111
' I~ I
--d---, ,------
;;; 1;
9XOO I',~I; ~ ~~
111 YYY
1`1''` ~
w~
m~
~~~, ~
:, '; ~~~~
11
~i~ ~ . 11ai ~,
_ ~,, x
1-'~ ~~~
1 1' ox
,~' 111 I` , N
111 Sffa~
11
- ----+t;~----
?I ~ 1111
k~ ''1~
;, ~,~ ),-'"' 111
.;;
~ ;11`1 ~.
~~ ''~'~~~1,.',11
.x( ]y`[ Fop 1^S~ 2 8
m
~(
w y
;~ ~;;
~; ;1'~
Ir
' ~' ~ ~;
;,'
~;11~ ,1,\, I I I
~~ 11111 I~~
~ 11111 ,' ,
w1~111 ~ i ~ i
~ 1;,,11 ~ ~ ` ;
8~ a E 111`1''1'1'` %i26 ,~ "' 3oi~
1.11,11,1 I ~~1
~~~g~
II ''' I1' ,,;';1111 ~~~
1;1;,1,,,1 1,1 ;;;; ~~~~<
1 1 1'11 ~ ~ •.l 1 . i 11 11 11 _ ~
0
O
Q~
N ~
~~
111
~~ 111
Fqw 111
~$pmp zOp
1+1F~ ~SI- 1
~.. ...I... .. I....
.... I :.... ~....
.. I 0 ~
~0 N 00
d
d
0
~} ~ N
~ ~

1.p0
;~
Inlil'a
1~1 ~ ~ ,~
.~
11111j111 ~ d
11111111
'~~~' "'
I; 11 ~ ,:/
,1111 1.
1,11._1. -•
'1;1111
1
1111111
1111111
II 1111
11;;111
111
111111,
;f11~~ ,
111111
`11
1 ~1,,~p1 k~o ' ' ~ ~ 1 I.
1111111
., ,11'11 -
~i
i 1 O~
F Y
I
'
,111-
`11 ~~
~1
llil/1
,1`11
III
I" /
/, '
' 1j ~ ~~

{
1J
11111
i r%1~/
' '
1r ~' 11 1 1 11 1 1
%r. 11111, ~

~ }
)
¢~
ZKQ
~'
111 ~ ~~
1
111111
111 11111 Vii'
i~ 1111
~O `, 1
11
1
11111
1
1
1
11 1111'
11, 11111111'111 `,
1 11' ~ ` t22.~
i 11111111
=
`
`
1
`
` ~

~~
Z
1
,
; ,
1'
11
~., 1111 1111 ~1
~
:2':. i i I' I[[
~~ 1u
~
_
K`~
~ ° 1

1;111
i
i
`~..1`
'
.. i' ,~
ii1 ~F
a
~Sya
~
L'L'~~ 1
,
1
1 ``
_ ~
1
t• • ~`:. +~"`. ~. 1 i i 1 i i d
wz
~~ w~~ 11
_- _ ~
i
i, .______ _____ li 111111 l
~ ~~
8SSa
~~~~
~~~~~
O
~~
U ~~~
~ '~s=
~~~
~ ssna
2k %'!
;;~~ ;~r1
1,1'1;'1; .~- 1 ~ ; 1
111,
X11,;15;;; ,.i;:'~ ~1.; x'11 ; i I
t~ 11 I ~ 111` ~~~, ~ 1,/ 111'1 ,11~
111;11 ~
11'1'11111[ 1111 1 ii
1 11 ;;; ~1~1
LLO {~ ~~ 11111 111 1 i; 11
kK ~ ~" "' 111111 ~ 11~': L`:~\ `~
tid pas^Sry(~ ~1i1j~ ';`i il~i~li'i S
111111 4r 1r 11111 ~~
111111 ~-u 1~11T1111 ~
111 ,1 ~,. ~~~•=y'~ilrlii,i
iii1~1 -~, ~r1i 1 1; 1i
20 1 11j1 1111111
~'~ri,,~' ,;;;;111;
irr ; 1;1;;11
1;~,;';1 ~ 11;;;
a;.~ _,~ ,;,~;~;;;;
111~~ (~ ~ 1;,;; I'
9119 331.3N13111Y17
~~
l5
~-
ap ~
~ ~
Y~ N
u
o_
~-
O -

~~
g~
50 N OJ ~
~ ~ d~ ~Y
~ W ~ ~
0
0
cn
N
O
O
r
N
D
y
7
F
V
r
J
a
(V
~i'
N
O
O
N

d
C7
o ~m
~t r1 ~-
I
~ ~ ~
O

~.
~I
~~°~~lE ®~ N®~~C~~ ~~~$©IL~~T~
~~ V ~V~®ii ®ll ~~L~<J11L ~1 VV ~ 1L
~~~~I~~~~ ~~~~~®~" ~®~T~l~®IL
LOCATION: U-2524 -GREENSBORO I3~ESTERN URBAN LOOP
BEO~N BTPEAAI
aEVErnAroN
r AT8TA17W0 GREENSBORO, NORTH CAROLINA
~ ,,:
cy'~
''~ = ~ TYPE OF WORK: STREAM REMEDIATION
~o~~~,
`,i
>> >~p~
~~~ t~~~
~V,
~, \
,~ ~,- -4w
~~ ~ ~~~
e ' ~-- 1l °m~r t
~~y,~:^ ~'~.
~y
:~. ~ ~~-
,i
`~ -;i ~~~
~ U ~ z~\
~~r-0 ~ ~\ END BTIL4M
~~1 R"Mu71ATI0N
r ~ '~~~~~ 7 =`"s ~~~ '1' -=1w _- ." -- --.«s:=~ ~ ~ ~ ~-'-x.11,`
~~=' ~_ ~ j~~~ .,, ~ ~ ~ ~ f =`~~:~ ~ `r r~ ,ply ~ ~-~~il
rtm rt.n w•ex ,ve.w na wm
.c U•~4~(BA EC•1 3
e.n r,o.w r.awx.• ~~y,~
SILZa.7.1T ~~,
ERASION AND SEDIMENT CONTROL bIEASURES
s~
Str..m6.,k Rer.re.t.t;e,_____---•__-• rP~"r~
1650.03 Temper.n S;It Dm<k______•_---,
1630.W T<mpeun Di.eni.•______-__-__•__ - n _~
1605.01 T..p.,..p SJt F.,<,___________ ~
16tb01 Sp,<;.I S<d;m.,t Ce,tr.l Fe.r<____
162261
I65D
01 T.mp.ruT Berm..,d SLp. Dr.;nr__________ T'-' ~
Ri
B
d
~
. .<r
.
n _ _ j
.~~i
1650.02 S;It B.d, Trc< B_-- ---------•- -- -_`~-
1635.01 T.mper.,r R.<k Silt CL«k Trp.-A___. .~
T,mp...rr Re<k S8t C6«k Tpp.-B____ _D
1656A1 T<mper.n Re<k S<d;m<.t D.. Tpp.-A_ _____
165/.02 T.Ap...rT R.<k S<d;me,t D.m Tppe-b_ R}
1655.01
1655
02 R.<k P;pe I,Lt Sedfm.,t Tr.p Trw-A_ __CC_VV___
. R.ck Pix (nlrt S<dim<,t Tnv Trp.•B__ _~
165aa st;lli,, B..i----------------------- --

165201 Tppe n----------------------- ----A®
1652.02 Trp`B----•------------------ ----8~
16w.03 TTF• C--------------
Skimmer B------------------------- ----~

GI>?APHIC SCALE
0
PLANS
PROFILE (HORIZONTAL)
0
PROFILE (VERTICAL)
nuuuws 6Yi7R0.WirStTAL 01101'
DIFISrOY CIP HlGxwAYS
S7AI8 OA xORTE CMOlC1A
Prepore? !n th CY/la dt
ROADSIDE ENVIRONMENTAL UNIT'
r so.,- wuel.i,o. s,.
R.1~1~~, xc irarr
ZOOb STANDARD SPECIFICATIONS
~•4 8aoded Dredoq
1Lr k0onho( radxq e,odeSt r qq.v !o "Aood+rq 6mded ]hmioy'- Bo,d,rq Dr{yt
Udt- ~. G D.petm~nvpomt{m ' RI.{!+, K. C. dmd rdr 15, 45Cd nd t5.1mt
~ a ggliorbl. m dir TeoJeot and 4T rdeww 6eebp m sodded ~ yet d
1605.01 TeapeepE~Frm, 1650.06 BowWBrW^'mlBre
1607A1 Ceewl C'm,euelaa Paaou 1611,01 7eeimq Boi &.t CLrk 7pp, A

REVISIONS
~CI Aaaociatee
~` of North Caro~ina, P.A.
SUTE 220. UNaWPk [ENTER IL 66tl Slx FOPXS
RXLE'ON, NC 27609-5210
•ENOwEERS•MNNERS •ECOLOg5T5

u2524 51Tc CONTROL POINTS
Polnt Norkq E,ero Ei+axT Davsom
tm 91ax1lalo tT23279.9w;d 81974 Krrnap
taT 91T191.C99 trx9rsTaa 9L197A JG."Y. tat
7Ca 617117,0132 11Sl181.4291 991.9! IC~ta3
7G HS1i.1151 177S7Ti.4T[8 67aA1 KOkIC1
_ _ -'' - _ NOYA7RJ19HAll Bc-PERFORMED INCAEA9"c MEAHO^Rc
- , ~ X665_ CN IA:RUTARY AT 9TA1aK0 OUE PAO;U9 OF CURYATL'RE•17 FT
- ~ ~ _ _ _ _ _ T090FTBcD RCCKPR:JENi
r ` ~ : _' _ - - _` ~ CRAC"TOl1 &OPE CN
- , - 660 _' - ~ - INNEd fl~VYC9.
I ~ - ~ _ _ -
L.CMEq CR.UE TO
' / r r//'~ - ~~ PRO7ECi10HN~41~99f8LE CP-rATE FLCCC MAID
11q/ / ~ ~ . - - ITPANelLONFROMl9A1TO99Ae1
1111\/~/2 X ~~ .. .\~~\\ ` K~~. 1G
111161 1 1 /1~' _5~-,,;=__=r'-'~ ~~~~.
1111111 SIC/ ~ I - _:_ - ~~"~ ~ ~pOgnNp gC~ 6MCEBACKEX19T1N0
\ L @ ~ '_ ~ 65~ - - , a - - - ' - ~' ~),- - ~ 1 \\ ~ ~ ~ ~ ~~~~~ BFDfl00K1417EZiA1 , ' . -_ . -_-__ , BANKB TO A!a BLAPE
~~ --- \ \~ ~/ \\\\~ ~'~ '~ 5 '651.551. ~11~`~ :~~,'_=_=_9o't1=__-_: _--- _= -
/ /
~~ / rr -- \ - / •854.5 1 11 ~-?Y~' -d5g===-~=.~' \ ~
`-:.'\\ ~ \ ~. .~ ~ ,. 1'51.5 I I ~ /i ~ W / "n n - _ - '_
NOTE
PIAGE TFAIPOAARY ROCK SILT CHEQ(S TTPCtiA AT
DMINAGE OUflETS.
END PROP09E0 G;N9TRUCTEO -
PIFFLE WiiH fl00K W^N57R;CiDR
PAOIKT 99GENCF N0. SHEFT N0.
U-25248A EC-2
MEANCEH PRO7EC1iCR ~
REMOVE ROOTYUD9AN0 BOULCER9 R_v110N Ew9i1NU DRiJNAOE //
INSTALL CR039 VAN~PPICR TO MEANDER O~~H TPO~IHLTFRbu'T STREAM
B1AnrLIZE SANK Y.TTi1 REMOVEp 90L'LOER9. ~ ~~
.855;-i' ' '~ ter,///~/!,,..;

RE,WvNFJ09TN0OfWNAO=DITCH ~ - ~~-- I "`. //Irr /~ ~~\ I~~ 1 ~~~ // , \~ \` /.~ _ \~ ~ i4//r '~~~:'
TO INTERSECT 9TP`.A41 AfTE9 POOL - - ~ / / 9 ` \\\ ` f.. r / \ - / ~ \ ~ \\ /i/ „p, /~ . ~ r / , , r
RAOW9 Cf NRJANRE•iT Fi --. ' // ~~ - ~' ~"~
~ V~ ~`_i//~ /~/i ~~ ~~~~ ' // ~`\~ ice/ iii 1A `~`~~ ri -__~~ ~~~'~ ~' B
6 ~_~ ~~m\ ~ __ ~1r/~ , s ~`~ irl I1 T1 +`~_ ~ / ~ 655 ~ e
PRCP09ED 0 CAAGE EXr9T1N0 ~ ~ \~yt,~~~--^ ~f - ~ _ _ _ _ -8g$_ ~~Q~ ~ OU~ ~~ ~ ~ ~ ~11~ C'1'•_LV~o _ _ ~ ~ % ' ~ ~ '
CRC99 VANE ~\^ V~ ~ _ - _ _ _ _ - _ _ - ,(fl ~ ~ ~ - , _ _ ~ ^ ~ \\t"~ 1111 _ _ _ ~ _ IXIBTiNp SOFT
EX191INp ACiRE - , . _ ' - - - - ' - "~ - - -~ _ ' ~^~~1,r-_- -~ BECROCKMATRAL (T1'PI
IiV1KER0910N B . ~ - .. ~ - - _ _
B - - ' _ CAC^BACKEXI7TIN0
FALED BANK PRCT^w-f ON PROP09E~CR099YANE - - - - ~ 6M11.9 TOAk16LCPE
19 q.40~71C°BANK9AND9TABIUL° CONRNUEBTCHcPROTEOTION REMOVE THIRD ROOT EXGAYATEPOOLMEA
ID~P CIRFCTIONETOE PER FNOWEcA BACK70 CR09l PANE LOCATION. WAD. RE-0RMEBANK
,~^ RE-0fUCE UTEJUL flifl TO MAIMAlN OIiC'cR TOc PROTEOTION
~~ DANNlwE P;x'9TAaL19H POOL GUOE,
PJFFLE P1RN BEOUENCE
{E;Gi1VATE PCOLAAEy
-30 -15 0 30 60
t 1
GJIAPHIC 5CA1E
856
_ 852
848
844
840
836
10-
PgCFAE CONiROLLFO
,.
k;`.-:'
RE<9TAuU9H POOL OI.IDE
RFFL~ RUN &pUEHGE
(EXCAVATE POCLAAE/r)
BECiN PROPOSED
CCN9}MJCTED A~PrLF
VMH ROCK CON9TR1CiDR
,- r r
--'--~-_'-_~__ r r ,
,
__ .

' , .......:,, D

CON

TROLLED
, r ,
-_!__i._i__r ~ ~ i
_ _ _
~ ! __
----~-
J -- - ~--`-- -- - -' -- - ~
-`__`__•--'--
r
'
j
BY
EXPC9E0 &DRCCK

_ri T, -1-_

.. _._

, ___
--
, -,
,
r

,
r , i
_
--- ---
~
r 1
_~.-T -~1--~~-
- ,
-i--~
, ~--

--r-•r°
-,--

,

, ,
~ r
--~--~---~---~--
_

_ _

--r

r--~--.--_--

_______ __

,
~
,
-- -_L

,

~

--r-- --r--
-- __
_ j_
_

---------- -

,-
;
--
;

i

---- - --- --

_ i _

--- --
- --- -

~

__ _ _

~

_-
-- _
- ----- --

_ _ _ _ __

_ _

-

---- -

r
_ _ _
r r

___ _

-

- -- - - -

,
- -- -- - --

--L--~--~--~--

J
'
L
'

r

' r r , •--
--
---~--- _ _
- -----
-- -- -- --
--
-
,
r

- --
--
--
---
---
r -L--1--L--~--
_
_
_~
-L--'---'--

r

- --- ~-

~r
_~_
-

I ~ , -- - - - - -- - _
--

,

_ .__

~ , i

,

_

_ _ _ .__
•--

r

n___________
__ r ~
--

r--

_
.__
r r , ~
r

--

~

__
~__.__.__.__

~
~

--,--,---~---r--

r r
r

r ,
,
,
,
--
r--r--T--,-

`
, r ,

__n__.__a__

, ,.
_ _ ~
, -_

__
--

__

- -- -

,
;1
_,_ ,_

~
r` _i

, r r

- - --

--- -
r
_,_ _ J

_ _ _

,-
~'t+-_
r i,

-

_
- - -- - -

,
/'r L ~I-
-
~ r
r

J
- - ---- -----

;
-,/~_ ~„_
-.- -
_

'
- --
__~__ _ _ _

-

_ __J__J._

_

__ ~ i__
_

-

,

__J__J r

______

r

_ ___ __ __ _

,

__

r

--

I
- - -
r

n

J

_T ~
-- - -
r _

r
__ ______
, , _ __________r__ __
' __
__. _•.__ __
r•
-, -.
~
~ •-f'

-~. * T" _
_l__~___i-__
-__ __r--r__~
~__

~ , , ~ ^ -~_„-" -,~
i `, _

r ~-
•__ _ _ __
I l `

I , r ,

, , ,
__J._J-__I___L__
, r I I

, , , , i
_

i r , r

i

~ r

_I___L__
, , , , __n__,__•__._.

__
L__L__L__1 __

r , r , __
__ ,
__

__J__J__!___L__

I , ,

__l__l__!__1 __ I
r ,

' i

__J_

J__J_._1___ , ,

__. __r__•. _.__
r
, r , r

_

_
__ __ __
i _ ____
~- , - 1

,

_ _r__

r

i

T -
r
_
r_
_ _ __ __. _
r
, , ,

__~ _~ _
. • y
__ __ _ ___
r r

' r--r

__ __ __ _

r
_ __

--- r
_ _ _ __ _

, i ,
_ _ _ ____

T
_
_ _
_ ~_ \r_ r__
_

__T_-T__~__y

r r
--•--~--•--~--

r ~ y
r

-- --~---------

~ r
--r--•--•--•--

r

~---------r--

,

,
--

,
,

,

,

r

, _
---- - --

i
- - -- - -

r -
-- - - --

-L
---
-- -- - -

,
- - - -- - i

L
'

L
-
- -- -- -- --

,--,- - -

_
- - - - ,

-'
- °J--L---'---L-- r
-'L--L--'--'--
r ~ r
.L_
r ,
~
' ~
--
-- --
,

, , r

r

r ,
~
-- - -

r-•r- ---- -
,

, i r

,
- '
--------•-,-
, , , ,

r

__

__ ____
, , r- T
-
_
_J
- -- -- --
_
I i

- - -
i I
,
,

_

-_r__r__r__T__

I

r
J
,
- _____
-- ,
r

_ _
-
-r--L L

_
__
r

i ___
- -

i
~

_
_L__L__L __r _-

, - - - -

_
_J__J_

- -

L__L __L__

- -

, ,

1__~__J__J___

- _

_L __L__• • _

-
- --
--r __J___i___

_
r __r __•__•__

r
, ,

L L

, , ,
__ __ _ _ __

,
, I I
__L__L__J__J-_

, 1 r I r
._
J__J___L__~__ i
r I ,
__L
L
L
I 1 , I

~ , , r I

r
, ,

,
r
I

,

, ,

,

r

T
, , , r

,
-
, r _ __ __ _ __

r r -r

, , ,

-
_
__ _ __
'r'r
_ _ __

__~_ r__t
_ _ _ _ __

~

,

- ~' ~' i- r
- - - - - ,

,

,
i
~ ___

_
_

~
_ __ _ _ __
_ _ ~

r

,

-r'-'-'i---'-
I ,
r r

r

__
-°
L __
__
_.1 __

, ,

~
L __
J__J__J___L__

r

r ~
_L __L__1 __!__
-

r I ,
__
J--~--•~---4--

r
, , ,

__L__L__L__
-- ~

_

~__J__~__
L

,
,

~

,

,

,

,

,
~

r

r

-
'
T r-
- -- ---
_ _
-- ---

°

,

-

~ i' i"-,--
- -- -

, ,

_ , ,

_____________

,
r
_____
__
,
, , ,

_.,__.,___,.__n __

r

--
-------'--'

r
r

,
r r ,
~
r

r
, , ,

r
,

_
~ , _.

r , r

_____. _ .
_ __ _ _
_
r i ~

,

-~--,--~---•--

~ r

r
__r _.__

___
__ _
,- _
__
r

,
__
-_ i_ ____
____
r __
_ _
-L

,
___

r
_

, ,

r

~

-

~ ~ ~ ~

_ _ _____

----- - --

-- ,

__ __

_ __ __

-----

,
--------

__ _ _

_

r

_ _ _

_

,

~

,
-, - --

12
r r ~ --=--;-•~-
~
'
=
~
~
. 00
13.
00
14.
00
15.
00
Tc_ r
rrrn
~ ~ --
-•
--~
---
r ~ ~ ---
--
--~-- --
' -- - - --
l ~ - ~"~ 18.00 19.00

ZI ~l
~ U
W

~JJ R
qV 4
W~ ~ J
~O ~ w
D
•a~~N~
,VV a~
o ,rys
w-~ ~
MTV
C NiN
~z~~
G4 oa~a
ill~l
i
1
>x2
3
N
O
~~
~~
3~

V
W
m
1yo
w y
IIU22
o $
0
~ o~
a
~ ~<
I
I I I
i l l

_J__I__L_

III I I I
I
I I
I _L_1_

II
I I I

I I
___L_J_!_
I I I
1 1 1
._I_J__L_
I I
'
_J__I__l

.II
-,-,----
I11
1
--I--r - ~--
II I

--- -~ ~
II

----- -
III

-i- ~--r

I I I I
-- -~-i--
I I I
I I I 111
I I
'-r-i-'r'
I I I I
~-i-i--~ ~
I
1 1 1 1 1
-i--r-i-

I ,
'
_t__I__r_
I __I__r _T__ ,
I I
_
_r_t_~__ I
I I
-_t_~__r _I
I I I I
_ __ _T_

- ---- - Tr-'-
/ T-r---~---
- -- - - -- - - -- - - --r/ - -- - -
_ ____ _ ____i_i__ __i_ _ __ _ _ _i _ _ __f.._ _

- ---- - --I--I - - -- - - -- - - -
1~ - - ---- -
,

-~--'--; - 1I

1
I
----~ -'-~ I I I
-L-1-J-- I I I
I I I~

1
J
L I
I ~

1
J

1
I
I _
_
__
_ _
__
__;_

_;__'__'_

I I I ____r_i__
I I
I I I __, _i__'__ _i_~____

'r ______~_

_t__ _r_
_
____ _T_ I I
r
__r_T_~__
I L
_r_ __r_
_ __ _ _

_ ____ _
III
____ _ _
__I_ _ _ ~-f'+T-
_r~ I__
r-

-----
III

-,--I--.- I;;

--I--~-.- ;I;

-
-
- -
-- ;,II

I I
-
--
--
II
I I I

_ ____._
I I
____ _I_
I I. . ;
;
__ _ _ ___
I ;
(
; -
_1_y__I_ - -- - -

I
I
I I

-'-
'
~ I I I
1 1 1 I I I

1 1 1 I ~
'

Ill 1 ,

I I
I I I
-
--
- --
1
~ N W
~ In V
~ W ~
1 1
1 1
I l
1 1
1 1
I 1
I I
1 1
I l
1 1
1 1
1 1
1 1
1 1
1 1 1
1 1 1
I 1 1 1 1 1
1 1 1 1 1
l l l l l
1 1 1 1 1
1 1 1 1 1
1 1 1 1 1
I I I I I
1 1 1 1 1
l l l l l
1 1 1 1 1
1 1 1 1 1
1 1 1 1 1
1 1 1 1 1
1 1 1 1 1
1 1 1 1
1 1 1 1
M I I
I I I I I I I
=
I l l I I I I
l
U l l l
l l l l l l
l l l l l l
l l l l l l
1 1 1 1 1 1
111111
1 1 1 1 1 1
1 I 1 I
v e
V V'
W ~
ssaa
~~~
~~~~
~ ~~~~
~~~~~
in
N ~~:y
Z sh'
~~~
E b~~Fi~
n ~- ~-
~O K
~LL~~ SZ
Ca
~
F 0~
0o6~~>~{ z
uW~~
~O
W
.Ztf111LL p, H
N
f`C r I
j
~~rt ~
I
~~~ ~ 1 rl / l c'9
~

a , ,
,
u ~ /
Irr wsi~R
L o~6~ 0 r / ~~.~ ~4 k. c4~
(~jn l WJ3 ~ i~
z W I 1 1 1 l/ , /: / ~ ri
/ /// /
I, t. s
1
` 11
~ 1
1
1 ~l
r
~
I <tp'{~ r _ J I i I
I
\
I
I
/
/
II
1
! / ~ ~ ~~
-
\\III1~
1
1 1
~/I
/
1
/
\ X11 / I I ~
r 1 / 19 B
I
IIII
11
1
j1
~~
e
1111/II i
I
1
1
1
- 8 1 ~
YYY o
\ I
11 1
I .
11j11111111 - `d~ 1 i~
11
I y
°zul
1\
11\\111\ i CS. ~+l /
\ ~~
1
11111 \\1 \ I
z9
~~ z \\\11111 11\

':.
~ 1 1111`11 11\Lt
~°
~ ~ (--IiT~j 1
1111
II
II
I z 'N ~
1
II
~
~
n
3x
i~ I
I
:
I
m
1
u m
~ gpg IIIIIII\ _ l,'` ~11
w~ i~
111
~
'~'~%V
II
II ~
da
z~
~m /
z
I
I
I
z°D~ °z~ i~ II I\1~ = _ '.i/~// III
1 I (i ~ - '1 ri l / 11
~ ~u ~~ ~~o
0~
1
1 / "' 1
1`1 ~6°
~
,
i / I
1 1
111
1 v4
j
+~nC
1
// \ 1
11111 1 r . \._ _ 1 11
~I
11 A
11
~
1
I 1
1111 ~I l \\ ,~ 1 1
\21 ~
1111 1
~/ I I I
` I
\\
1
\
\ ~ \
\
\
I I \\ \ \\ / 111
11 I
1\/// \\\\ \\\\\ \
\
IIII \ \\~~ \\: ~ Irl
~ / \ \
1
\
~
\
1
/I
{
=.~
\
1 ~\\\
\\
I
1~ 111
1
1
111
a `u
, \\ : ; I 1 1
\ ~
~3
111
1
I
~1
111111 rll 1'r 11
Q
~
j
/ I
I \ ~
W 111
1
I
1 I
1
I
K
e
Y ll
no~ w III
~z ~~ wd'1111111 // I,; / 1 I I
1 w
9
3~l

~ ¢u
Y
Wjq
r~3

B z uu 11111 ll. r Ij26.~ \11
\
. l
I
1
~
n°_~_~~q
L~

B l
1
11 1 I .
111111 III 111
I I 1
1 ~~K
fiim~'a
~~9~

~ i 1\i \\ ~ , 11\ 1 11
1
" `~r
Sw@m<
,I,'1`IG
- 11 111`1
1
1
'
11 1 1
1 \\ \` 1 1 1
1
11111111 \\ ~ \\ 1 11
11 11 11 1 \\ 11 \ I l r
I 1 1111 \\ \\ 1 \IIII
111111111 '~ \\\\\^,~IIllO~
V
I1
~1
q lip
I
,
1
\
Inl I ut I 11w'111 1
IW
I i
II111~I oo' "tpll/ ll/(
1 1 1
11
111
1 u 1/_//ll 11
1
~
B

61 I
1
1j1
1
1
r r 11 I
111111111/ •'/, rr/ X111
I
~ 11111111 /,r ~/i/ r11
I
1
11
r
N z
n III 1111
1 11 11 1
/I 1 1
1'/;
I! I /I r 1 11 1j1
~~
i~ T 111 \i
IIII
I\ ` ~I 1 \111/ 0 1111
'~
1 I
\
3
~4 '. \\ A
11
I
I
\
111 11111 ~ 1 \~ \ ;i_ \~ 1111 1
1 1 i t
-::
\
~
/~l~
i~~ .'.
\,
~ IIII 1111 I I I \
i~ 1111111111) \`\\\ 1~\U X111 II
/
\
is°~

~ ~ \\\\ „(
csuf- IIIII 1 I I \\
` ,
I \\ /
a 111111111 `\\\\\ `\I11j11r
0
0 IIIIIII \ 111 ll IIII
I 111111 Illll ~ llllll,.
I / / /.~ 11 II
(0 ~ 1111111 \\1 /iii r/~lll I/III
('~ N I 1111 , r~ ~ilr III II
~ 1 11 I I / ~; ~ /%r ri 11111111
ll/11111~i~//i/11 rlllllll
111 111 I/'~ /r~~ i 1 ' 1111111
11/Ii' / Inr/ee \ Illllu
Il l i/ 11 rr~~ ((f \ 1 (n \ 11j 1111
IIII/ \\v\\ 111\ CJ 1 1111111
I Ill(\\\\\/\\~ \\\\\\ 1 1111111
~ ~~ 1
o ~ 1~ %1%,, .,1 `, ,.\~ ,' I/%//1111
. u\\ /
~z o 1j111/I / ~\\ \\\ //l\\II
~Fg dz'~ 1111111 .o\ ~\\\t \\\111
arZ ~0 11111\ _ _ _ ~'_I ~. ~ \\\ 111111
g ywy
9p~ d~~lllllll\~1= - - -2.0011' ((~1~111111
u1- ~~0 11,11`1 1 2 „i /'yy%/'ll I
11111 11 ii ~ ,~l I I I I I
1111` 11 ,'; ~ ,; i 1 I 1 I I I 1
1 1111 11 J r/ i i/ 11 I I I I I
0 1 1\ ~~ ~~ ~~ 1/ X111 1 1 1
~~ i111111I11 ! ~jr ~ / 1 1111/1/
1! I 1 I !/ /
kpW in Illljlll 1 ~\ / Ill!/l/
W=~ ~9 I1j1 1 1 1 1\ / / I///!/
m 7u r // I lI
kd~o ~:7 w 11111 \ I~\' \ \~\ /// / jl o
G F ~~ ~~ III 1 1 I ~ \ ` \\ !/! / it o
gg~~ w ~n II 1 \ `~\~///%1
u5aw ~~ $~ I)l~ - ~ (11111 °w
2>Ll LL \ ~ 1 1 I ~r
( IIIII i 11 Illllllt ~`~
1 1 rTrl I ll !/ 1111 uk
11111 ~ /// / I ~i~
• ,/ 11111111
111111 ~"IIII 111
20 . ~~.1 1 , / „~ I I ~1 ~ 1j1
n .,/ II
1 luill 1 h' / / 11111 I I
II?Y// rl I II 111
!111111 i_ /I o~ !/llllll/
91~ G 33.. - 3H 1 g1YR
uuWWS~
~IV<~ W
~~~~~
~~w ~~
flrmW
~3~go,
7
rDj Zrj
0.ZiElfC
gi~
n
~g
~p~ ~ ~
F Y
TjF
FV mmzq
~~ ~~
1~ z
~~ ~~~
~~ ~~~
~ cnl~
JW
~ ~~
~_ ~~
~~C'G a
4rrrr~~~~. (mZ~~
YW 1r~Z:
~~ ge,
t~
~~

_r_
I _i__r_T_.
I
I
I __r_r_~_
1 _._iF ~__r_
I f _
__
_
_
- ----
- -
- I I I
i
~
r
I !

N
T I r
I I I

I I I
~ r •
-
-
-
I I I
I I I _r_ _
r
--
I I
I I
' _ ~ _ _r_ _~__I__r_
_~_y__r_ _y__r_r_ __
_ _ _ _
_ ;_y__ _
_ ____ _
_
I I I
- I I I I I I ~

-I-- -
- -- - -
--I - - i- -- -
- -~+ ----- -
~ ;__'__; _ _ __ _i__ __ _ _ _ _ _a_j__; _ _ ;__ _ _

1 1 1

_J_!__L_
I I I 1 1
1 1 1

_J__L_I __
1 1 1 I I
I I
I
__L_!_J_ 1

1 1
_ ~1_J__I__
1 1 1
I I I
_J__I__l_
ll
1 1 1
I I
I
_t__I__r_ 1 1 1

I I I
__I__r_t_ 1 1 1

1 1 1
__r_T_~_ I I
1 1 1
1 1 1
_ f_T_l__I _
I
I 1
1 1
_l__I _T_
1 1 1
_;____I _
Ir
1 I 1
I I
I 1 1 1
-,--~-~--
1
I 1 1 1
--; -r-~- I I I
- ~ ~-~--~-
I
-;--~ -~-

_t__1__r_
I I I
I I
1 II
_~__r_t_
I I I 111
__r_r_~_
I I I III
_ -\r_~__r_

I ' III
_~__I__r_

-,--I--r- I I I
--,--r-.-
I 1 1 1
--r-r-~- I I I
- -- -
-
I I I
I I
I I I

_J_!__L_
I
I i i i i
I I I 1 1 1
I I I I I I

_J__L _l_ __L_1_J__
I
~ i !__j _
I I I

I I
_1_J__L_ _;__~__~_

I I I

_J__I__1_
I
I I
III
I I I

i__'__i_ II
I

I

____; _i_ II;

I I I

__I__;_'__
I

I

._i __I___

I

II
_ _l____i_ I
I
_T__I__r_
II
_T__I__r_
-.--I--r- ____f_1_
II
11
_ __; _~_
- -- - - ___f_T_l__
III
___ _ _ _

-- - --I ._1_l__f
III
_ __ _
I I
- -- _ _l__~__r_
III
_ ____ _

- ---- -
- - I-- - - 1-- I- I-/ - - -
I I I

_,--'--`- I I I

-''-`-'- I I I

-- _
F I I
I I I
1 I I
_J_J__L_ _J__L_1_ __L_1_J _1_J__L_ _J____i_ CC

I I
I
I I f ~
I
I ~
-.--r-~ - I I I
I
--r-; -~- I I

I I I
I I
-------

--------

_T__I__r_
I __'__r_T_
1 1 __r_T_l__
1 1 1 1_i_l__I__
I I I _l__f_f_
-1-1'-r'
I I I
I I I
I -l-'f-1--
I I I
1 1 1
I I '-f-T'1'
~ I
I
1 1 1 'T~l"r'

;
I 1 -l'-I'-T'
I I I
I I 1 1
I I I I I
1 I \ I I I
I I I
F
-+----
I-
II
- -
-W-~-
I ti
-- -~-I---
I 1 I F
\i-
--
- I I I
-
---
-
I I I
-~--I--~-
I I I I I
--~-- -~-
I 1 I I I
--~-~-~-- ;
;
~•-a--~- ;
1
-a--I--~-

1 I 1
1 n l 1 I I I
1 1 1 I I 1
I I I I 1 I

--;--~
~- ~
-~-~-~--I
-;-~--~- I I I
-;----;-
1I
-J--I--L- I
-J-- -'--

__L _i_J_

_l_ ;__' _ I I
I I
_ ____l_
1 1 1 I I/ I I
III
111

II
------L-
~~

I I

I ,

II

-'--=-
I 1
I
II
I
I I I

I
-------
I I 1
I I I
-t--I--r
I I I
1 1 1
-t--r-r- I I I
--I--r-t--
I I I
I~ I r
-~--
-t- _ I I
-r'r- ~ ~
I I I
I I
I
_ -t-i_-. I I I
-r-i--i -
I I I

I I I
-t_i__r_ I I I
-i--r-r'-
l;
I
I 1
- ----t'

I I
i
I I I
-- - ---
I I
-r- - --
i /
I I I
-t-~--r-

- ---- -
_1_1__;_
I I I _ __ _ _ _
I I I _ _ _ _i
I I _r_y__r._

I I _ __ _ _
-'----I- --~-I-~-
~ - -`-'~1
~ : ~ '
--
-
-
- I
-
---- -
I
I I I ~
1
I I ~ ~
I I ;
I
I
I I I ;

1
I I I
-J--'--L- __L_1___
- _L_1_J_\__ 1_J__L_ _;__L_T_
1 0
I I I
I I I
-i-'--;-
I 1 1 1
1 1 1
----~-1'
I 1 1
I I
---~-!-~----

1-J--'-

-'--'--~-
I I I
. I 1 1 1 I I I I

I

I
I
~ '

N
-t--I--r- -

I I I I I I
---r-t-
I I I I
---r-t-~-i-- I
t--I--.-- -i--~--i-
I I I I I
I
1
-t_ i__r_ _ __ _ _ __ _r_I.t__ _
.I. _ __ _ _

111 _ __T_

III
111
1
_ ____ _
- ----; -

1I
I I 111
I I
_ __ _ _

.
- -- - -
1 1 1
I 11,1

__ _;li_
-- -:1.-

I I
1 1 111
I I
_ _'_ __' _

.
--- - ~-- -
''
i
~ I;
~
_ __1__i_
~--~ -~-

'

~----~ -
II 4 j
- 1--I -I-
II I :
--~ -I ~~-
I I
- --;- I--~ - I
---- -

_J_J__L_
I 1 I
1
_J__L_1_
I 1 I I
___L_1_'__
I 1 II
._1_J__L_
I 1
_ __ _
J _I L
1 1 I I I I I I I I i i 0
I I I I I I I I I I

I I I
I I
I
I I I
_ 1 I I

-
-
' I I

I
' I I
I

/
L
I
I
t
r
r'
I I I
I I --
-
-f-
I I I --
-`---
-
I I I
- ------
I I I I ----
----
I I I

_t__I__r_
I I I I I I

__I__r_t__
I I I 1
I I
__r_t/.l__
I I

_T_i__~__

_i__~__r_

I
I I
_t__I__r_

I I I
_1__r_T __ I
/
I 1
__f_T_l__ I I I

1
._T_l__r_
I 1 I
11
_
__
_
_
1 ; I l1 l
r
f
I
I
1
I C I 1
---r
; 1 1 1
r . ,
1 I I I
r ~
:1, 1 1 1
. ,
r_
I
1 i;

I.
- --- -
1
-' '
-; -;- -- -
; - -- - ---- ; i
-
---- -

III ~/
I 1 ,;
11 j

1.
_
I I III 111 I
1 1
I I I I I I I 1 ~;~
I 1 I
III I 1 I
III 1 1 1 I
III I 1
I 1

_J_J__L_
_J__L_1_
_L 11_)__ II
._7_)__1__
_i__I__L_
_i__~__i _ _ ~__i _i__ __~ _I;_ i__ _ ______
I N

I

I I
-
I

I I I
I I

I I
I
I

I I I ________

I
I I

t--r-r-

I I I

_t__I__r_
--r-r-t-
I I
I I I

_~__r_t__
--r-`-~--
I I
I I I

__r_t1_~__
--r--I--r-
1 1
I I'
I
._T_~__I__ I I I
-~--r-r-

I I I

_i__~__~_
I I I
I I I I I I
I I I 1~ 1
I I I I I
I I I
'
I I
I

~
_ __I__ _
r
I I I _ __ _~_
y r
I I I __r ~r_'__

I I __i _y__r_ _ __
__ _
y I

I I I

--;--;-

I I I
-~--~-;-

I I I
--~-r- -- I I

1 1 1
-•- --~-
I I I
I I
- ---- -
~
--- -
111 - --- - --
III --~-
- --
11 -;-- --I -
I - ---- -
I

.
; II
-,--~ -
-~---- -
m
1
I I ,
i I i i I/ ~ I i I i I I 1
_!____L_
I
____L_i_ _ ~__ _'__ _i_J__I__ _J__I__L_.
- ~- '--~ -

I
I
----F- ~- ~ ; - - ~-- -;-J--'-- - ~--'--
- N

I I I
I I
I I I
I I I
I C I
i ;
I
I I I
-i--~--~- I
----rr---
I --t-~-- -r-~--r-
, -i--~ -i-
I I I

_t__I__r_
I I I I I I

__I__r_T_
I I r , I I

_I _t_~__
I I I
I I
I
_T_~__r_
I

_i__~__~_
III
-~ I--~-
I ; I
_ __I__r_ _

-~--I--~- -

I I
I I I
._a__I__._ _ 111
- I ';
;--, -'--
__; _;___
I I

--•-~- -

1
I I
I I I
a__. _._ _ 111
1_ I
- -i ---
I._;_y___
I

- -•-~--

~
I I
I I
_a__a _~__
r I
I
- - -- -
_~_y__r_
I I I

-•-~--~-
I I;

I I

_ _ __ _ _
~ ~
-~----i-
_i__~__i_
I I
'
-~--I--~-
I I I

I I I
i__ _

(0 N CO ~t B (p Q'
~ ~ ~ v v c'7 -~
~ ~ W ~ ~ ~
.Q - -.
as ~
~2
o-
~_
I
•mO/
1
~~
3~
U
n
B
N
l.]!
(^^
I`
N
0
u

.. saz
~'
y° / -•o
~~ -~
•~ P--~
STATE OF NORTH CAROLINA
DEPARTMENT OF T~ANSPORTATTON
MICHAEL F. EASLEY
GOVERNOR
August 4, 2006
US Army Corps of Engineers
Raleigh Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615-6814
Attn: Mr. Todd Tugwell
NCDOT Coordinator, Division 7
LYNDO TIPPETT
SECRETARY
o ~~
~Ov
a~i~ n
~s~ ~~ ~, D
T <A~as~~°~STChr,~~ ~ri:~ ~~6
,gT~RB
~'Cy
Subject: Application for Modification to Section 404 permit for the Western Outer
Loop from North of I-85 near Groometown Road to North of High Point Road
and from North of Norfolk Southern Railroad to I-40 Interchange; Greensboro,
Guilford County, State Work Order Number 8.U492101; WBS Elements
34820.1.8 and 34820.1.10; TIP U-2524AB and AC, Division 7.
Reference: USAGE Section 404 Individual Permit, Action ID No. 200321137
Dear Sir:
On October 30, 2003, the US Army Corps of Engineers (USAGE) issued a. Section 404
Individual Permit (Action ID No. 200321137) for the subject project. A Section 401
Water Quality General Certification No. 3435 was issued on October 24, 2003 from the
N.C. Division of Water Quality (NCDWQ) with the Section 404 Permit.
Within the USAGE Section 404 Individual Permit is the Woodlyn Way Stream
Mitigation Section as (pg. 5). This section (aa) reads as follows: The permittee shall
mitigate for 381 linear feet of impacts to stream channel associated with this project with
1,1501inear feet of stream restoration and 45 linear feet of stream enhancement, as
described in the "Woodlyn Way Stream Mitigation Plan, Guilford County, North
Carolina", dated January 2002 (Action ID 200220514). The permittee shall complete the
construction and planting at the Woodlyn Way Mitigation Site concurrently with the
construction of TIP U-2524 AB and AC. Attached is a copy of page 5 of the Individual
Permit with the Woodlyn Way Stream Mitigation Section aa.
MAILING ADDRESS:
NC DEPARTI~tENT OF TRANSPORTATION
PROJECT DEVELOPNENT AND ENVIRONMENTAL ANALYSIS
NATURAL ENVIRONMENT UNR
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone] or
919-715-1500
FAX: [phone]
WEBSlTE: WWW.NCDOT.ORG
LOCATION:
2728 CAPITAL BLVD. SURE 240
RALEIGH NC 27604

The North Carolina Department Of Transportation proposes to extend the expiration date
of the U-2524 AB & AC Individual Permit (Action ID Number 200321137) to December
31, 2007. The current permit expires December 31, 2006. The request for extension is
needed to construct the Woodlyn Way Stream Mitigation site per Special Condition aa.
The Woodlyn Way Stream Mitigation Site is being constructed under a separate Purchase
order (P.O.) contract. The P.O. contract has been awarded for construction. The
completion date for the P.O. contract is February 1, 2007. The planting will be completed
by March 15, 2007. The roadway is scheduled to be completed by July 1, 2007. NCDOT
elected to wait until the end of the roadway construction to construct the Woodlyn Way
site in order that the so adjacent roadway fill slopes could be stabilized with vegetation.
Regulatory Approvals
Application is hereby made for the modification of the Section 404 Permit from the
USACE. We anticipate this project will retain the 401 General Water Quality
Certification and are providing two copies of this application to NCDWQ, for their
review.
" If you have any questions or need additional information, please call Ms. Susan
Thebert at [phone].
Sincerely,
~~Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
Mr. John Hennessy, NCDWQ (2 Copies)
Mr. Travis Wilson, NCWRC
Ms. Kathy Matthews, USEPA
Mr. Ronald Mikulak, USEPA -Atlanta, GA
Mr. Clarence W. Coleman, P.E., FHWA
Mr. Gary Jordan, USFWS
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. J. M. Mills, P.E., Division 7 Engineer
Mr. Jerry Parker, Division 7 Environmental Officer
w/o attachment
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Drew Joyner, PDEA Project Planning Engineer
Mr. Scott McLendon, USACE, Wilmington

.~
acceptable to the Corps of Engineers. The annual monitoring reports, as required, will include
the status of the conveyance efforts.
y. The pennittee shall not sell or otherwise convey any interest in the wetland mitigation
properties used to satisfy mitigation requirements for this permit, to any third party, without 10
days prior notification to Wilmington District Corps of Engineers in writing, which writing shall
reference this permit Action ID number.
z. Any sale, lease, or other conveyance of the wetland mitigation site properties shall
include restrictions on the use of the properties as described in condition w. above, which
conditions shall be enforced by the North Carolina Department of Transportation. Such
restrictions shall include language providing for third party enforcement rights in favor of the
Corps of Engineers. Such restrictions must be approved by the Corps of Engineers prior to
conveyance.
WOODLYN WAY STREAM MIITGATION
aa. 'The permittee shall mitigate for 381 linear feet of impacts to stream channel
associated with this project with I,1501inear feet of stream restoration and 45 linear feet of
stream enhancement, as described in the "Woodlyn Way Stream Mitigation Plan, Guilford
County, North Carolina", dated 3anuary 2002 (Action ID. 200220514). The permittee shall
complete the construction and planting at the Woodlyn Way Mitigation Site concurrently with
the construction of TIP U-2524AB and AC.
TICK CREEK STREAM MITIGATION
bb. The petmittee shall mitigate for 2,095 linear feet of impacts to stream channel
associated with this project with 2,946 linear feet of stream restoration and 3,733 linear feet of
stream preservation, as described in the "Stream Mitigation Plan, Tick Creek, Condoret Property,
Chatham County, North Carolina", dated September 2002 (Action ID. 200320295). The
permittee shall complete the construction and planting at the Tick Creek Mitigation Site by
December 31, 2004.
UT BEAR CREEK STREAM MITIGATION
cc. The permittee shall mitigate for 1,145 linear feet of impacts to stream channel
associated with this project with 1,806 linear feet of stream restoration, as described.in the "UT
Bear Creek Mitigation Plan, Chatham County, North Carolina", dated 3une 2003 (Action ID.
200320314j, to the extent necessary to provide the required mitigation. The permittee shall
complete all the construction and planting at the UT Bear Creek Mitigation Site, by December
31, 2004.

q 9Ad "t STAif y"R4.. ~~//\~~~~/
~~, 4~~ ~~~ ~~ V
sr ~ ~ ~ ~ ,$~ ~O
STATE of NORTH CAROLINA `1~~ o F%~, I.9 - ~ j
DEPARTMENT OF TRANSPORTATION Ta~~~oU ~o,;~ ~,
DZICHAEL F. EASLEY LYNDO~R~~FyPETT
GOVERNOR .SECRETARY
July 13, 2005
NC Division of Water Quality
Mr. Steve W. Tedder
Water Quality Regional Supervisor
1650 Mail Service Center
Raleigh NC 27699-1650
Subject: Greensboro Western Urban Loop
State Project No: 8.U482101
TIP No: U2524 AB/AC
DWQ No: 030909
Dear Mr. Tedder:
Thank you for your letter of June 28, 2005. NCDOT Resident Engineer Chris Kirkman and Division
Environmental Officer Jerry Parker have fully investigated the details of the incident that prompted the call to
Sue Homewood on June 9, 2005. A meeting is being scheduled with the Contractor's upper management to
discuss our findings and mutually take steps necessary to ensure permit and environmental compliance on this
project. I wilt advise you on our course of action after this meeting.
NCDOT also appreciates its relationship of open communication with your Division and your support and
assistance in these very important matters.
Sincerely,
J. .Mills, P.E.
ivision Engineer
BW:dlm
cc: Mr. Steve Varnedoe, P.E.
Mr. Bill Rosser, P.E.
Ms. Sue Homewood, DWQ
Mr. Jerry Parker
Mr. Chris Kirkman, P.E.
P. O. Box 14996, Greensboro, NC 27415-4996 Telephone No. [phone] Fax No. [phone]

~ W q TF Michael F. Easley, Governor
O~0 9pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
\
~ ~ Alan W. Klimek, P.E. Director
> y Division of Water Quality
~ ~ Coleen H. Sullins, Deputy Director
Division of Water Quality

June 28, 2005
Mr. J.M. Mills, P.E.
Division Engineer, Division 7
North Carolina Department of Transportation
PO Box 14996
Greensboro, North Carolina, 27415
Subject: Greensboro Western Urban Loop
State Project No: 8.U482101
TIP No: U-2524 AB/AC
DWQ No: 030909
Dear Mr. Mills:
On Thursday, June 9, 2005, Mr. Jerry Parker, Division Environmental Officer for NCDOT
Division 7, contacted Sue Homewood, Division of Water Quality (Division) regional staff, to
report offsite sediment loss and stream impacts as a result of actions taken on the Greensboro
Western Urban Loop project. Mr. Parker reported that the contractor on the site had desired to
dewater an area of the construction site in order to continue working. The contractor created a
ditch from the saturated area to a silt basin adjacent to a stream. The volume of water and
sediment caused the silt basin to fail and sediment was transported to an unnamed tributary to
Bull Run (DWQ Subbasin 17-5-(1), WS-IV). Mr. Parker reported that the sediment had been
removed from the stream by hand, the silt basin had been cleared and rebuilt, and the area had
been re-established to prevent sediment transport.
On June 13, 2005, Sue Homewood visually inspected the site with Jerry Parker. Mr. Parker
provided Ms. Homewood with photographs taken by NCDOT at the time the situation was
discovered. Discussions took place on-site detailing the timeline of what had occurred. At the
time of inspection the area had been properly repaired and the stream showed evidence of re-
stabilization. Mr. Parker was informed that no further action was necessary at the time. Please
note that if future situations should arise, prompt notification to Division should be a clear
priority and in-stream work should not occur without prior Division approval.
The accumulation of sediment or settleable solids in the stream channel is a violation of 15A
NCAC 02B .0211(3)(c). This regulation states: "Floating solids; settleable solids; sludge
deposits: only such amounts attributable to sewage, industrial wastes or other wastes as will not
make the water unsafe or unsuitable for aquatic life and wildlife or impair the waters of any
designated uses."
.~*~
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748

Mr. J.M. Mills, P.E..
June 28, 2005
DWQ #03-0909
Page 2
These severe impacts to the stream also represent the removal of best usage. Specifically, 1:
NCAC 2B .0211 (1) states: "Best Usage of Waters. Aquatic life propagation and maintenan
biological integrity (including fishing and fish), wildlife, secondary recreation, agriculture a~
any other usage except for primary recreation or as a source of water supply for drinking,
culinary or food processing purposes."
NCDOT should take all appropriate actions to investigate all the details of this situation. Th
constituted the fourth instance of permit non-compliance and water quality regulation violati
since February 2004 within this project. NCDOT shall take all necessary steps to ensure tha
contractor acting under NCDOT authority is acting in a manner to ensure continual
environmental compliance. If the Division can assist in any way, please let us know.
The Division appreciates the open communication that occurred during this situation. We lc
forward to continued communication and assistance on this, and future projects. If you have
questions or comments, please do not hesitate to contact Sue Homewood at 336-771-4600
extension 287 or at [e-mail].
Sincerely,
Steve W. Tedder
Water Quality Regional Supervisor
CC: Jerry Parker, NCDOT, Division 7 DEO
Chris Kirkman, NCDOT Division 7, Resident Engineer
DWQ, Winston-Salem Regional Office
Wetlands 401 Unit
Water Quality Central Files
W
~u~ o ~ 2005
DENR - WADER (1UA~I`(Y
yyETLANDS AND STORMWAI'FR BRANCH

03-05-'05 19:37 FFUM-Div of to'ater Quality 3367714630 T-340 POGZ/007 D-993
1 ~d y,. V'o~~
~ ~6
i'~i :{`y f.; 39.E
.'i;_ .
STA'I'D or NORTH CAI20LINA ~ ,' ~ ~~~. ~.~. ~~_,
DEPARTMENT OF TRANSPORTATION
1~IICHI;AL F. EASLEy LYNDO 'I'IPPLIT
G ovl:IUVOIi SLCI2LrAI2Y
February 22, 2005
PROJECT: 34820.3.19 & 34820.3.20 (U-2524AB/AC)
F. A. NO.: NI-IF-124-1(12), NHF-124-1(13)
CON'I'I~ACT NO.: 0200940
COUNTY: Guilford
DESCRIPTION: Greensboro Western Loop from North of I-85 near
Groometown to SR 1541 (Wendover Avcnuc)
MEMORANDUM TO: Mr. Mike Mills, P.E.
Division Engineer
FROM: C. D. fu2-lcrnan, P.E /'
Resident Engineer C_..~
SUI3JEC'I': Encroachment of Buffer Zone (U-2524AB-Permitted Sites 3 & 4)
"this letter will serve as a concise sulnm~try describing the premature
encroachment in the buffer zone (Sta. 34+20 to Sta. 36+80 -I,- left), provicliug
augttlented protocol with the Contractor & NCDOT, and outlining continued
colnl2titment to envu-onmental stewardship along the project's corridor.
On Jarlualy 26, 2005 ilie Area Roadside Environmental Engineer, Barry
Elarringtor2, performed the monthly assessment of Erosion & Sedimentation
Control along the project. During the review, it was discovered tYlat the left Side
buffer zone contiguous of the unnamed tributary of Reddicks Creek #~3 was
cleared and g2-ubbed. Fortunately silt fence was installed along the bank
resulting i21 Ito impact to the stream. On January 27,2005 corrective actio2l
was taken by seeding & mulching the cleared area. Mr. John Thomas (Corps of
EI1g1nCCI'S) & Jerry Parker (DEO) reviewed the site on Jttnuary 28,2005 anti
collfinned that no impacts occurred to the stre~u22. Sue IIornewood with llW(~
reviewed the site on February 1, 2005 with representatives of NCDO"I'.
1•IAP.-2-E[1Ei5 WED 10:33 TEL: 919733b893 NAh1E: DWQ-WETLAIJDS P. 2

1~3-05-' 05 19:37 FFGf•9-Div of t~'ater t~uality 3367714630 T-34'~ PG03/1~07 U-993
Page 2
J.IVI. IVIi11s,I'E
Sue Homewood took several pictures while walking the site grid slated a
response would be sent within one week. It was discussed that the buffer area
would be abandoned and become a roadway fill section upon completion of t:he
adjacent streanr relocation.
Upon a myriad of interviews with Contraeloz-s (Prune-Archer Western),
Subcontractors (Silt I' ence-Carolina Environmental/Clear & Grubbing= Triangle
Grading), Inspectors (Silt I;enee/Clearing & Gnrbbing/ Project Oversight), &
Survey Party it has become apparent that fire cause of the encroaclunerrt was
due to poor communication of all parties. The following will provide the
progression of events relating to the buffer encroachment:
1. Vicwin~ of the buffer prior to adjacent work occun•ed on December
20,2004-. Those in attendance was the Project Superurtendent
(Archer Western), Project Inspector (CEI-TT4), az><d Senior Assislarrt
Resident (TE2-NCDOT). The mutual decision was to clear & grubb
only the area where the stream relocation overlaps witYrin the
buffer zone. (Sta. 34-+00 To Sta. 34+60 -L- left). The clearing &
gnrbbing operation would terzrunate at the temporary construction
access crossing the stream.
2. The Project Inspector met onsite with Inspector A (CEI-TT 1) to
discuss fire installation of the silt fence on December 20, 2004.
3. "The Project Inspector met onsite with Inspector B (CEI-'IT1) to
discuss the clearing and gnrbbirig at all unspecified date according
to Inspector B.
4. Inspector B tvas responsible for inspecting ttivo (2) cle~u-ing crews
along the project and did not inform or alert the Project Inspector
of fire buffer encroachment. The dates of the cleru-u1g arrci l;rubbirrg
were January 6.7,10, & 11, 2005.
5. Inspector A was responsible for the installation of silt fence during
the dates of January 5 & 6, 2005. A section (St:~. 35+00 To Sta.
36+60 -L- left) of the silt fence was insiailed in the incorrect
location along the stream bank. The fence became necessary due
to tyre encroachment of the buffer zone.
The augmented protocol will provide effective communication of all
parties working in pcrrrutted buffer areas. Please refer to attaclunerrt "A" for the
Contractor's protocol & Attachment "B" for NCDOT representative's protocol.
Upon consideration of all factors contributing to the encroachnrezit,
realigzzment of fire inspection staff will occur to provide a more effective
inspection team to promote project environmental compliance.
h1AR-2-c~~5 6JED 1©:33 TEL: [phone] P~lAh1E:DWCJ-WETLAt~aDS P. 3

03-05-' 05 19:37 FF~0['9-Div of eater Quality 3367714630 T-340 P004/007 U-993
Page 3
J.M. IVIi11s,PE
Our project has many successes in Environrzzezltal Stewardship, wlzicll
has been recognized by DEIINR Land (duality Section, DWC~, and the Sediment.
Control Commission. My office continues to be conunitted to environmental
excellence by training all staff in environmental compliance, monitoring the
project after rainfall events (> 1 /4") with completion of a report, discussing;
environmental issues in daily & monthly staff meetings, arzd conzpilh~g a
weekly erosion control inspection list for timely correction. The NCDOT
representatives continue to approach environmental matters with open
conznzurzicaiions on all aspects by providing full disclosure & timely resolution.
If you have any questions, please advise.
CllK/cdlc
cc: Ellis Powell, Jr. , PE
Jerzy Parker, DCO
B , 1-larrington
ue Homewood (DWG)
File
h1AR-2-c^005 l•~ED 10:34 TEL: [phone] t•1AhiE: D~dQ-(1lETLA~IDS P. 4

03-05-' 05 19.38 FPGI9-Div of tdater Quality 3367714630 T-3417' PG06/007 U-993
Attachment "13' NCDU'T REPKIh%SEN"1'A1'1VL'S YKU"1'000L
Attendance: Lynn Crisman, James White, Ket Yham, Charlie Jones, Shane Morton. Roger
Smith. Scott Cherry, & Chris ICirlcman (Discussed info with inspectors on 2/11/05 <i? 2pm)
t . Hist<~rV- Environmental Compliance -Commitment 8r Right thing to do
2. Daily Inspection of Sitc ##3 tar complete a report for file
03-05-' 05 19, 38 F130f9-Div of hater Quality 3367714630 T-349 POG5/OCt7 U-993
Ar.~acnment ..A" G;ViV'1'KA[/'1'UK'S YKU'1'000L
Wetland /Permitted Area Access Procedure
This procedure addresses the methods that must be utilized to allow access within the boundaries
of a Permitted Area. A permitted area
is defined as a location on the project deemed as a wetland, live stream or body of water. These
areas are delineated on the project by
placement of Orange Fencing.
ABSOLUTELY NO ACCESS IS ALLOWED WITHIN THE ORANGE FENCED AREA OF THE
PROJECT BY ANY PERSON, FOR ANY
REASON, UNTIL THE FOLLOWING PROCEEDURE IS COf~1PLETED.
The procedures are intended to be a communication method to prevent unauthorized access into
a permitted area. !t is all of our
responsibility to adhere to the guidelines, and instruct our employees to the level of detail
necessary to insure that all are knowledgeable of the methods that are to be used.
I can not stress enough the importance of the responsibility of all persons involved with this project
that the proper procedures are followed.
There will now be a continuous monitoring of permitted areas to the extent that daily inspections
may be done. DO NOT BE THE COMPANY RESPONSIBLE FOR THIS PROJECT RECEIVING A
VIOLATION.
PROCEDURE
Initial Area hlcetinn
VIEWING
Attendance by one of the following Archer Western Supervision must be present.
Daniel Lieberman (336-362-1299)
Donny Anderson (336-362-2209) S-~ ~ ~,~`.~
Todd Gavitt (336-362-1976)
Matt Curtiss(336-362-1796)
(It is the responsibility of any subcontractors needing access to an individual wetland to schedule a
Viewing and be present).
At the VIEWING, detailed instructions will be discussed as to the allowable access within the
boundaries of the permitted
area. PAY ATTENTION - THIS IS WHERE WE GET IN TROUBLE. ONLYthe methods discussed
at tho VIEWING are to be used.
If tho method does not work -STOP.
If someone else directs your work other then the 4 people listed -STOP
Any questions ar unsure of the method -ASK
THEN:
CONTACT ONE OF THE FOUR PEOPLE ABOVE FOR APPROVAL OF THE CHANGED METHOD.
THlS PROCEEDURE CAN NOT BE h10DIF#ED.
FINALLY -ALWAYS REMEMBER:
THE FIVE ACTIONS TO PREVENT NOTICE OF VIOLATIONS
1. Install and Maintain Erosion and Sediment Control Measures According To Tha Erosion and
Sediment Control Plan.
2. talodify Size and Location of Erosion and Sediment Measures for a Specific Condition (VIEWING)
3. Apply Mulch and Seed to Cover Bare Soil and Exposed Areas.
4. Establish with Orange Fence and MAINTAIN the BUFFER ZONES ADJACENT TO 5TREAh1S
5. 1Cer_p All Equipment out of Streams Unless Permitted During A Viewing.
h1AR-2-20D5 t-lED 1©: 34 TEL: [phone] t~Ah1E: DtJQ-WETLAhJDS P. 5

03-05-'05 19;33 FFGM-Div of ~~'ater Quality 3367714630 T-34J PGG6/OD7 U-993
Attacriincnt "13" PICDUT REYItF:S]N%[V"1'Pl'1'1V1t;'S YKU`1'U(;UL
Attendance: Lynn Crisman, Jaimes White, Ket Pham, Charlie Jones, Shane Morton, Roger
Sll~lth, Scott Cherry, & Chris i{irkrnan (Discnsscd info with inspectors on 2/11/05 ~ 2pm)
1. Hist~ry- Environmental Compliance -Commitment & 1Zight thing to do
2. Daily Inspection of Sitc ##3 t~ complete a report for file
3. C,on)ntrlnirliioli
a. Site Review of Permitted Area
i. All parties required to attend:
1. Prune, Subcontractors (operators), Inspector of each operation,
`~- ~ • both Project Inspectors, Asst. Resident(Altl:)/Resident
s .~ Engincer(RE)
2. Review permit & pl~uis onsite
3. Insure understanding of all parties
ii. Day before entry of permitted area
1. Alert Assistant Resident & Resident Engineer for approval
2. Review onsite w/ PI & ARE/RE
iii. During work adjacent permitted ~u-ea
1. D~iily follow up by Project. Inspector (effective presence;) & infonrr
Asst. Resident
2. Follow up by Asst. Resident & Resident Engilu.er
3. Inspectors "raise the ilsrtf" immediately with concerns
a. Escalation Process (NCDO"I')
i. Izispcctor->Project Inspector->Asst. Resident-
>DEO->(Agencies)->Roadsidc Envir.-> Resident
Engineer->Division Const. Engineer->Division
Engineer->Constructiolr Unit
4. Expect immediate escalation of concerns
b. Project Inspector -FAX drily olx~raticns form to Asst. Resident by 830arn & trlcrt
of work of permitted areas
c. Barry 1fal•rington(REU), Senior EC Inspector or PI, alrcl Prime Rep. (Jay Mucllcr)
to review erosion control on monthly basis. Ride together and discuss issues to
promote effective communication.
ci. Jay Mueller (Prime Rep.) will coordinate all subcontractors' work for erosion
control. IIe Will SCrve aS the Erosion COIltrol COOrdinator.
c. Project Inspector & Senior Erosion Control Inspector shall communicate t}ic
daily progress of erosion control and work adjacent permitted areas.
4. DWG t.etter (2/7/05) - Monitoruig & twining
5. lVionitorin(; Forms (Stream & Discharge Points)
a. Completion of the form (1 day after event) >=1/~ inch r~unfail
6. Senior Erosion Control Insnect~r
~. Expectations
i. Effective Presence on project
ii. Corlrpletioli of EC inspection report every tvicek
iii. Alert the PI/ARE immediately (with 4 days elapse of %C list) if appears
the list will Trot be completed Within 7 calendar days.
Iv. "As Built" Erosion Control plaits updated each week (timely)
v. Pay Record Boole entries -daily entry (timely) anti acctrratc
--remember 0% retainage
vi. Review & approve EC Ilispectioli report prior submittal to Prince
7. "IT,AM
a. 1' till Support tar 'IYust by Resident Engineer & Assistant IZI
h. '1'nrst, [~ ecdbaclc, Commitment, Accountability, Results
MAR-2-c©D5 WED 1©:34 TEL: [phone] NAME:DWQ-WETLANDS P. 6

03-05-` 05 19:38 FFC~f~i-Div of water Quality 3367714630
Atti<zchment "C"
fr''~ %i
Site #3 Pictures
T-340 P007/007 U-993
Facing East (towards Groometown Rd)
F, ,. ,~ ~ Facing East (towards Groometown Rd)
y..
~^~J (~. J y..
Y~, =.l.
,_.. r ~ ~ ~~, ~,...
' ~Y,
~~ x
~P ~
t '~ ' }'.
1 ..t z & k ~~~:., .
E., Yi~F. .,_:4:. ,...
,. ~1
,
• .~ ~^~]

P i k+'
~,
~,
N
k
~~ 1 ',
~~ J I 1 `~.
4 :1 J
}
~
t ~s
{f
~
N ~~..

~~~
„ ~ f
~~,
~

`I
{ .~J . J
j-jK . Y 1
~ ,
~1 -`F .
P~ a"`,.
£,19'
.~,r
~
...
Facing Plest (towards Culvert #16)
P1AR-2-c~JGS I~JED 1D:,s5 TEL: [phone] NAh1E:DbJQ-WETLANDS P. 7

03-05-'05 19:37 FFO['~-Div of Ulater Quality 3367714630 T-340 POD1/007 U-993
E \f`J A T~ ~'Jdliam G. Ross Jr., Sucret:uy
~ '~i ~ North C,trnhna Department ul Gnvuunmrnt arn1 N~lural Fiusourcus
C' (~ A'nn W Klimek, P.E. Director
~ ~ Drnsion of Water Uualily
~ s Y
NC Department of Lnvironu>teut and Nahtral Resources
Division of ~Vatt'T- Quality
`VIIItitUTI-Salem 1Zet;iunal Office
'~
~~ -
5K5 1Vau~l~town Street
~'~rinston-Salem, NC 27107 I
(;~~G) 771-46UU Fax (3~6) 771-4G3U ,~
- ~-~;~.
r lt~.-1: - ~~- -- -- -- --
_ _.
. -
'~ ~ )~..~
=- - --_- -------- ------~---- r -~
n~~~rh.:
Nl)~IBlt.1L Ole I':1GE:S (includin6 this pa~;c): _---_ --_--•-
- ~-_
--~
.-- ---
_- -- -
- _ ~`~ ~-. __y-C.`+'`~~._ _ c 1. ~~1--- -~~---~~~ - Q
~ }~ (
('unuttcuts; _
~":
N G Drvrs+on ut Water QualilyrYJater Quality Section Sf35 WaurPubown SUCet YJinslon-Salmi, NC 27107
h1AR-2-cOFJS tJED 1D: 33 TEL: [phone] hJAf'1E: G~JQ-6JETLAFJDS
~~~
~'
rat_ucr;a
(33G) 771 dGf)p C;uctomer Service
{ 1300 b;':3 77473
P. 1