20060684 Ver 1_More Info Received_20070123

EWELL
ENGINEERING CONSULTANTS, PC
January 19, 2007
Mr. Ian McMillan,
North Carolina Division of Water Quality,
Wetlands/401 Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
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Re: DENR, DWQ approval for New Garden Road -Roadway Improvements (Proposed)
City of Greensboro, North Carolina -Guilford County
JEC Project No. 01-005-006
Dear Mr. McMillan:
This submittal contains revised exhibits and additional information needed to answer the deficiencies
noted in a letter from Steve Tedder, Water Quality Supervisor of May 26, 2006. The original permit
application for this work was submitted to the USACE for Nationwide permits 14 and 27 and was
approved on June 16, 2006, signed by Todd Tugwell of the USACE and assigned ID numbers 200221316
and 200620838. Mr. Tedder's letter noted deficiencies that would need to be addressed before the 401
Water Quality Certification could be approved. We communicated with Sue Homewood in the Winston-
Salem office to discuss and clarify the items mentioned in Mr. Tedder's letter.
Deficiencies for Water Quality Certification were noted as items from 1 to 8 in Tedder's letter. Those
deficiency items required some additional or revised information and subsequently several exhibits have
been prepared to clearly answer the deficiencies. The items below address the deficiencies by
corresponding to the same numbering system as Tedder's letter:
Item 1. The impacts to the streams have been broken down into two (2) descriptions, remaining listed
as separate streams. A table is used to identify stream lengths as relocated stream and enhanced
stream lengths. Total impacts are noted separately for the South and North Tributaries for clarity.
The South Tributary has been noted "Main" on the exhibits as requested. See Exhibit #6 -Proposed
Stream Relocation/Restoration Plan (Revised) and Exhibit 11 (new)
Item 2. Grade control sills are utilized at the upper end of both channels to provide channel stability
where the existing and revised stream channels join. Greg Jennings recommends the use of grade sills
in this location because of the dams upstream. He recommends grade control in the event when extra
flows occur at this location. Grade control sill details have been added in Exhibit #10 -Proposed
Stream Relocation/Restoration Details (new sheet)
Item 3. A copy of the Plan and Profile sheet (G-6) reduced from the original (30 scale) to an 11 x 17
(approximate 60 scale) is included with this submittal. Exhibit #8 was prepared to provide schematic
channel sections for clarity and Exhibit #6 has been revised for correct scale and stream alignment.
Item 4. Exhibit #9 -Proposed Stream Relocation/Restoration Thalweg Details (new) has been
prepared and is included in this submittal
Item 5. Exhibit #8 -Proposed Stream Relocation/Restoration Typical Sections (new) have been
prepared to better represent the proposed North and South stream relocation and restoration sections.
Post Office Box 2294, Kernersville, NC 27285-2294 ^ 311 South Main Street, Suite A, Kernersville, NC 27284
[phone] ^ Fax [phone] ^ www.jewellengr.com

Slopes will be 2:1 at the replacement culvert and blend to 3:1 slopes as soon as possible at the road
bank to the toe of slope. See also the 11x17 reduced copy of Plan and Profile sheet G-6.
Item 6. Deleted Exhibit 7 and replaced with Exhibit 10 which includes cross vane structure details
with notes for bankfull and stream bed elevations, references to Plan and Profile sheet G-6, Root Wad
and Grade Control details.
Item 7. The North Tributary stream alignment including the meander bend of concern has been
revised away from the toe of slope to add a minimum 10-ft distance between the top of streambank
and the proposed toe of slope. This will allow for vehicular traffic and provide adequate distance
between the rootwad area of the streambank and the proposed road bed fill for increased stability. See
Exhibit 6 and the 11x17 reduced copy of the Plan and Profile sheet G-6.
Item 8. The Conservation- easement has been revised slightly to provide the 100-ft buffer as is
feasible. The easement boundary is shown on Exhibits 6 and 11. Exhibit 11 indicates planting
guidelines for undisturbed and required buffer planting areas. An 11 x 17 inch reduced scale
(approximately 60 scale) copy of the Landscape plan PL-1 provides identification for buffer and
stream vegetative planting material. The existing sanitary easement is also shown on the plans and
exhibits and will be utilized for construction access during a portion of the stream relocation work.
We believe this revised and additional information addresses all the deficiency comments with regard to
the 401 Water Quality Certification. If you have any questions or need additional information, please feel
free to contact me at 336-996-9974. ,
\`~~SU,ii; N, l rill//
Sincerely yours, ~ O~••'FESSr'••..~i''~
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JEWELL Engineering Consultants, P~
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C. Douglas Jewell, PE '%/J~~~;~CgS ~E`~~~,~~``~ ~ o~
President
Enclosures: Exhibit #6, Exhibit #8, Exhibit #9, Exhibit #10, Exhibit #11, 11x17 reduced scale copy of
Landscape Plan, PL-1 and 11x17 reduced scale copy of Plan and Profile sheet, G-6.
C: Donald H. Arant, PE, Acting City Engineer, City of Greensboro (w/ enclosures)
Monte Matthews, US Army Corps of Engineers, Raleigh Regulatory Field Office, 6508 Falls of the
Neuse Rd., Ste. 120, Raleigh, NC 27615 (w/enclosures)
Sue Homewood, DWQ Winston-Salem Regional Office, 585 Waughtown St, Winston-Salem,
27107 (w/enclosures)
Steve Tedder, Water Quality Supervisor, NC Division of Water Quality, 401 Wetlands Unit, 1650
Mail Service Center, Raleigh, 27699-1650
~ EWELL
ENGINEERING CONSULTANTS,PC

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THALWEGDMAIINLCHANNEL PROFILE (SOUTH TRIB) ~ THALWEG CHANNEL PROFILE (NORTH TRIB)
RIFFLE POOL
W POOL RIFFLE POOL I RIFFLE
~ I I I I I I Q ~-- ~. >I- ~Y
I I I I I I> I I I I I
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a I LLI I D W I I ~ PLAN & PROFILE y I WI
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d ~
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NOT TO SCALE F<0
tiw MAIN (SOUTH) TRIBUTARY
NOT TO SCALE
NOT fOR CONST RUCTION

PROPOSED STREAM RELOCATION/RESTO
RATION THALWEG DETAILS JOB N0. Pp{741-01 CITY OF GREENSBORO ~~~~I
EWELL DESIGNW Ot-12-o7 BY ew ENGINEERING DIVISION

~ NEIEI LINO CCNSIA.TAN
T`~ BY
CHECKED 01-12-07 BY CW STREAM RESTORATION PLANS
HORSEPEN CREEK TRIBUTARY #2
««
~R~~« ~wM
SCALE: ~ NOIED
AT NEW GARDEN ROAD CULVERT EXHIBIT 9

RCPT WAD NO1ES:
SCALES NTS 1. LONgNDINAI SPAgNG ff ROOT WADS WILL BE DETERk1INED M THE FlEID
41H ~•r

2 ROOT WADS WILL 8E LOCATED TO INTERCEPT Ve10gTY VECTORS HITTING
STREAMBANKS AT 90 DEG ANGLES
3. ROOT WAD LOGS FRpA ON gTE, B'-10' LONG W/ ONE END PREPARED TO
DRIVE BiTO BANK W/0 EXCAVATON
4. A TRENCH SHALL BE DUC ALCNC 1HE TOE ff THE BANK gffD TO
ACCEPT THE FOOTER LOO.
5. THE FOOTER LOO MUST EKIEND 2' BEYOND 1HE iRlBtl(S ff THE FlRST
AND LAST ROOT WAD. IF NECESSARY MULDPLE FOOTER LOOS MAY BE USED
50 LONG AS THEY ARE ORIENTED SUCH THAT THERE IS A Y OVERLAP ff
THE UPSTREAM Loc OVER THE DO'ANSiREAM FOOTER LO&
B. ALL aSNRBED OR FBJ. MATERIAL SHALL BE COMPACTED TD A DENgTY
COMPARABLE THE THE ADJACENT UNDISNRBED MATERUV. INLESS APPROVm
BY THE ENgNEER CODI MATTpG SHALL BE PLACm AROUND THE ROOT WAD
LOG AND CAN REPLACED PRICK TO OPoNNC THE R00T WAD INTO THE
STREAMBANN IF A HC4£ IS dlT IN THE CqR NATDNG
7. ALL MAIERIAlS FOR THIS STRUCTURE SHALL BE APPROVED BY THE
ENgNEFA PPoOA TO HSTALLATKkt.
B. INSTALLATION ff ROOT WADS REQUIRE AN EXCAVATOR NI1H A HYDRAULIC
THUMB
IaMY b~M Mme sal ~ nl/r
lawlsib s np,46
RTER FABRIC
?0 - JO dgew
70P
RACK GRADE CONTROL SILL
SCALES NTS
Slope and
Vegetate Banks SI a and
Va~jetate Banks

_~~~ ~ _
- ~~~ ~?_~~~
2~1 21 _

3 - 5 BOULDERS ~ ~~~_
TlE INTO BANKS
1. ROCK SILL TO BE LOCATED AS SHOVN ON THE PLANS AND AT
OTHER LOCATIONS AS DIRECTED BY THE ENGINEER.
ROCK CRASS VANE
SCALES NTS
NQTE$:
1. ROCK VANES TD BE LOCATED AS SHOVN Qi THE PLANS AND AT
1/3 PROPOSED T/J PROPOSED I/J PROPOSED OTHER LOCATIONS AS DIRECTED BY THE ENGDEER
BANIO'ULL ME)1H BANNFULL WIDTH BANKFULL WIDTH 700 K RAUY
fLON
rA
WATER'S EDfi /
/// ~\
f
~/
\`~~
2 ROCK VALE TO BE ORIENTED UPSTREAM AT A 20 TD 00 DEGREE ANGLE
ffF THE HANK
~. VANES SWILL BE THE HIGHEST NEXT TO THE BANK AND CONNECTED
TO THE BANKFULL ELEVATIW OR SUGNTLY BELDV
4. EACH LEG ff THE CROSS VANE SWLL HAVE A LENGTH THAT SPANS
UP TO ONE-THIR- ff TIE BASEiLOV CWVREL VITH A SLOPE ff
B TO 7 PERCENT AS APPROVED BY THE ENGIAEER DURING
CONSTRUCTIa6 FLATTER AND L[BtGER STRUCTaEi VILL BE
PREFERED WRING CONSTRUCTHBI
VANE ~ ~~ 4. ALL CROSS VANES SHALL DtCLUDE GEO-FABR]C ON THE UPSTREAM
SIDE ff THE ENTIRE STRUCTURE
FILTER FABRIC SHALL BE PLACED ON 7HE UPSTREAM SIDE
ff THE STRUCTURE TD PREVENT VASHOUi ff SEDIMENT
THRaIGft BOULDER GAPS, FILETER FABRIC SWILL EXTEND
FRCN TEE BOTTOM ff THE FOOTER Ba.IDER TO THE FINISHED
GRADE ELEVATDIN AND SHALL BE PLACED THE ENTIRE
LENGTH OF THE STRUCTURE.
PLAN VIEW
S. ALL CROSS VANES SHALL HAVE A MIN 1/2 Tat FCATER ROCK
PLACED A80VE THE VAAE AT THE INTERSECTION ff THE BANNFULL
ELEYATIDN AND ALSO A TVO FOOTER 1/B TRI ROCKS PLACED
BELOV EACH LEG ff 7HE STRUCTURE
8. PLACE VALE ROCKS a4 Tff ff FIDTER ROCKS SO TWIT EACH HALF
ff THE VANE ROCK RESTS DN OtE HALF ff A FOOTER ROG( BELOV.
ffFSET THE VANE ROCK M THE UPSTREAM DIRECTNN SO THEY SLOPE
SLIGHTLY AGAINST THE FLOV DIRECTDHL A PCRimH ff THE VANE
~ ROCKS SHOULD BE BELOV THE STREAM BED INVET V[TH A PatTDBi
ABOVE THE INVERT TO THE SPECIFIED PROTRUSIOt HEIGHT
7. PLACE QE ff TVO CCLRSES ff FOOTER ROCKS TO THE MINIMUM
FWTER ROCK DEPTH THE MINIMUM FWTER ROD( ]S MEASURED FRC11
TIE STREAM BED INVERT AND IS EWAL TD A DEPTH 3 TOES TIE
PROTRUSION HEIGHT ff THE VANE ROCK Fat COBBLE AND GRAVEL
BED STREAMS AND 6 TIMES THE PROTRUSION HE[g1T fat SAND BED
OR FINER STREAMS. LEAVE SPACE ABOVE THE FWTEA ROACKS FOR
TIE BELOV INVERT PQtTD]N ff THE VANE ROCKS
8. EXCAVATE THE SCOUR Pte. TO TFE PROPER DEPTH
B, CONTRACT[R REWIRED TO FIT BUILDERS TIGHTLY. GAPS BETVEEN
BOULDERS SHALL BE MIN]MIIED BY FITTING BaILDERS TOGETHER,
PLUGGING VITH STRUCTURE STaE CLASS A AND NDL S7 STpE
AND LIN]NG V[TH FILTER FABRIC.
10. FOOTER ROCK/BOa.DERS AND VANE BOULDERS SHALL BE NAT]VE
STONE at SHOT ROCK, CUBICAL DR RECTANGULAR IN NATURE.
TO TOP OF BANKFSHALL BE E2%~7E/. VANE ARM LENGTH
FILTER UPPER LOVER
FABRIC 1T1 TT1
FLOV -~ _
STREAMBED _ ~
ELEVATION ~ ,~ ,,_
~'"'_ ~- - POOL
/) ~_~ ~ STREAMBED
FOOTER/ ~ ~ °= ELEVATION
SECTION A - A
TYPICAL DROP NOT TO EXCEED 0,5 FEET
FLDV -~
ROCK GRADE CONTROL SILL (CROSS SECTION)
POOL ~~~_ ~~~_
~~~--
~~~ --
ROCK GRADE CONTROL SILL DETAIL (PROFILE VIEW)
I/J PROPOSED 1/J PROPOSED 1/J PRaDSEO D ~ ^ ~nn JS~ p
BANKiULL MOTH BANKFULL WAM RANI I '(~lry^l, IlSlll `'4T/(/(
taP a sraNE g1A11 BE 5Ei A MBAMUN a D.s Fr. J A N ~ ~! 4 {~ J 1
ABODE BANNNLL E1EVAl10N AS SHOWN ON SHEET C-6
BanFMI
TOB ELEV 769.08 _~. (~ - IC emm p f~ V'r ~,7 ~ es
MAIN (SOUTH) TRIH _L TovaFCENrERinsraNES 2 / - ~~ ~~~p(pE~l.,yl y "~.'"'tDp~
~ZQ SET AT ELEVATION SHOWN _'
~- ON LONGRUOINAL PROFILE
N/__
,_~.
Betl FOOTER BOULDERS
Ekra4on WLL BE PUCm
MTD THE EnslBtc
SUBSTRATC A MNRKIM
STREAM BED MAIN STREP.N ELEV. 766AB a ~ RoCx ~~
CROSS-SECTION
LOOKING DOWNSTREAM
PROPOSED STREAM RELOCATION/RESTORATION DETAILS
~ EWELL
ENGINEEfiINCi C~NEBL.LTAUVTE3,PC
~T aMKS ~ ~ feel ~~
PLC Enem vAaw, mm rm OaM wwie
PRELIMINARY DRAWING
NOT FOR CONSTRUCTION
CITY OF GREENSBORO ~~~~~
ENGINEERING DIVISION
STREAM RESTORATION PLANS
HORSEPEN CREEK TRIBUTARY #2 EXHIBIT 10
AT NEW GARDEN ROAD CULVERT
~~_~~~_~\~ f RIFFLE
/ RUN
\\\ ~ERDSION CONTROL FABRIC
1 ,e bd`or,s, ,gym. ~.~z.,...
.y To„o/
CROSS SECTION

NOIE$
THE CONTRACfaR SIU11 NsTALL ALL TEIPORAR'F ETNIBON aoNTRa oENCES wTHN 7HE PRQECT AAEA
BouroARr As BaICATED qT Di5 SIEET PRIOR ro CowAENaID EARTHw01N.
I. OEMOUINN 91ALL NCUEIE DE ~Al FRaM THE 917E aP Au TRFF,S (OaEPT Txag sPECFED
N NOTES 4 ANO S 51UAp5, BRIISN, N:CETATEN, iRASN, OEBwS~ wASIE COIK7EIE ANO
MASONRY, wAS1E STONE, ~ PNN116, AND ANY OIFFA 1NSATABEE MATERAL FROM wTFwl 11E
PAa.ECT ARG BOIROARY ANO 4EAINIa E11113, tklE53 NOIGTED O7HEA1wSE dl 1NESE PLANS OR
ORECEO BY IHE DNwEFR 7HE CdI1RACION SHALL TAKE GREAT CAAE TO NOT OISTUIBI TIE
E7051NO S11EAN,
1 iRE6 ALOND 11E SREAY AIQ wTIB;I PORTIONS W THE CCNSIRUCIIOII LBI15 THAT 00 NOT
CaNFUCT wTN CONSTw1C110N aF RE PROPOSED C0.N:AT SHALL AEYAN ATBI BE PROTECTED FRW
OAYAOE, tNLES3 OTHERwSE OIFGIFD BY IHE OICIEEIL
A. BDrBUTIaI SHALL NCWDE TIE REMOVAL aF ALL DEBRIS AT ALL aR1J11AOE OENfES TIE REYOVu
aF DEBRIS 91ALL aE MANTNNED Err 1tE CDNmACTax ro ALLOw WNSTANT pLABNk OF THE
DENIES DUwla CpISIRYCIl01l
S 7NE OOII7RACTdI SHALL BE RESPONSE FOR 71E ACCOEIODAiION MO YNNTENINCE ff BASE
Axo sTaRM Flaws w ALL AREAS aP tIE PROFCT 91E 11wgA71gIT nE CBNSIRUanaN PDBOO.
6 OE-wAiETwM. of SIRIICnIRES wnl 9EOBENT-LAGER wAIER dEC1LY ro SIREAIFS s PRplEltm.
1HE CONIRACIW SNALL TAKE APFROPPIAIE AClldl ro ENSAE THAI alal PRp191FD ACIINTEs
W NOT OCCNN.
7. ALL SR3lN BANE 015111BAINi wOtBf SHNL BE CdWCTFD N A ORY TNANF4. 111E
CCMIRACroR SHALL TAKE APPR~IBAIE AC11011 ro ENSTNE tHAT SINN REOIN'EYFNTS ARE
SATISFIED.
6 7FE CONRTACTdI SHALL lRi PlBIPS CAPANE OF CARRMM BASE FLOW OF 1HE 51RFAM. F
PIMPS pl THE A78 91E G1NNaT NEED UP wiH BASE FIDN: Cp1TRACTOR SHALL STOP waN N10
aerAw PLAPS CAPABLE aF HANaua tHE RDw
STREAM INFORMATION
BEN,FMATIQI ,oTAL BPACT
YNN sTR6W (5011TH 7RB)
Ef0SIN6 Sw&W BPACiS 1BV
PROPaSEO SIREw RDDGiFD 154
PROPOSED $IRFAY FNHANCflENT ISB
g1LNDtT LW
TOVI, (YNII S'IREWI OOB zu
TRBITARY
STREAM BPACIS I]B
sIFEAII RDACA,m R07
iDTAL (NORTH TRw) 2a7 1x
LEGEND
NEw zwEAIT
(Tts aF BAxN LlN1S)
Ew~sTNC mEw
„v 0: KAHN I1p15)
~V~\.`,~VVp~ EXISTING VEGETATION
i~ V~'~.~'~VV Vti TO REMAIN
;V yV~,~•VVVV4
(UNDISTURBED)
_(~ V NATIVE
M S J n WOODY
1 L W l VEGETATION
HERBACEOUS
l/
~
I 111 VEGETATION
l'7111
1L11:
h (SAN EASEMENT)
I ~ ',~
1
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1 ~ I. \ \~
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- ; •--_
-~~_ ' ~ 3 > ~ / PRELIMINARY DRAWIN
EAS G
PROPOSED STREAM BUFFERS PLANTING ARN ~ Y -
NOT FOR CONSTRUCTION
~ EWELL
ENOINEERINC3 CONEIIJLTANTE3,PC
Poer oma o ~ OWN o~n4
lamaaxlr. Inlet ueawi mm roc pxl w,-wn

s"`~ ~;~:
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„~
CITY OF GREENSBORO
ENGINEERING DIVISION
STREAM RESTORATION PLANS
HORSEPEN CREEK TRIBUTARY #2
AT NEW GARDEN ROAD CULVERT
I~rll
EXHIBIT 11
fV, ~ ~ , .~
a"
~ i I / ~ \~
~~~ ~ ~ ~ ti ~~ `\
;` , ~ -

1. nmrNO TaoaAMAC DanDln NNer AK MYN an n aeE~eoAO moarAMrx KOANAlION
Srs1FY DATA DA14 1000 N 2 RX1T NCKINII0. PIIOP09fD I!n OI1Np AGD IPR010NIrs
Ml0'ADlD AY CRY d 4m!lOIN NMWN fM RtttlNlft nrsl MIOWN) m>b AT 01E RIOT
NtlN1Nlrs ND AAS 91NAFI.T m AEWN011 n M an:
t M OONINCI011 NWl NSTALL ALL 7E1P011MY NIOlOe CON1A01. OtNrsE ATDN M PRDECT AKA
AaANAAr AS 1NICATm 0e nN NNT MNN m 001ANI01q UllnrAONC WDAICT011 auu
~OPMIf~ AID q DIECTfD Nm 1GPtlIMY SiLANR Mrs 1111CIINpUT M
1 DEY01111011 lINL N4lCf M ABIOYN. MIDI M 9R CI ILL 11~ ~r nlDS ~ N
NAts 4 AID S NNNiL IeN:TA1gN, 1-A9L ONMN, BASE CONgER AIN YAApAW
Ett'IE SNIT, MSIE NO NIY OTBt IMl/TAIL WTAAL Rlgl M0N M !A0.[Cf 1JiA
NANWRY AIO gEAIEq 1ANS, uAtsA NOIGIm oTINIIME a Mt MANS DA oMFO'IFD AY M
NINIQN. M COIIMC1011 NWL VIE NEAT CAK m Ipf ONnNA M E10571N AIKAIL EflctPr
'NNE NNGI1r0 Rnt 1[ 1E1P011AAY SNFAY CROATIA,
• nets Halo M sneel AKa EnNI r0111N1a a M axsnalenal ours 11NT oo Nir tanlor
wnI DoaMUCna a M PAOraus snEw IacAna NINL AOIIN AND u M1016eD MION
vwar, utas oNnEet nEOeo AY M enaeu.
6. OFlI01I11011 MINI NO!!NS M AlYOYAL O NL OmN AT ALL p1ANA0t OEW[!t M AflpWL Cf
0NENYp ~ NND IY M OCIIIRAC1011 m ,WDF OONSTNrt 01tNN0 p M 0[11Ce
6 M CONiRICIEI NVLL ~ INS}CIIS>NL !OI M ACCOtYmAnOA AIO YMIIOWAt: n AANO IIO
pONI RDIA N ILL AIEAt CF M MSINLT N8 nN01ggR M OONNNICII011 PEIIOD.
7. 0[-Ml[AIO Oi SSSI011/e7 EM SfApFIMEI E1101 OIECILY m SSFNLI 6 NgNllm. M
DarAMOIa Nou TAIE AM>ACPIIIAn: ACIION m ex4AE nor NSAI Mld~1m ACINIES Do Nor
ooaAL Re(nTr NANKVAIa a nloNal aoIIeAL seuenAO Pu xTMs
0. ALL MNPO~ SRLW MIN DISTMNIfE NOltlf MILL IE CgNUCI®N A NIY O1WA8. M
aNaeADNII NMU rAIE ARnOPNAIE Afnl01 m aNAE nut N1CI1 I[ouNNm AK AAMeo.
0. M COIIIRACIdt SfYLL U! MAPd CAPANL OF CMCa01ASt Mal OI M SM/Y b lemur
ME AT10CAnON McFO® SIAt/Y OIAMN. F MAPS d M dOA an: rHAgT XNP W Ers
IA7E MaA CONIRACId1 lIALL NCP ACNI AIN ONAN MAPS CNME OF Il11NlAN M IlOE
NATIVE WOODY VEGETATION FLOOD PLAIN/RIPERIAN (STREAM BUFFER)
PLANT OTY NANF (ROTANICA11 G7F /TYPE SDAfiNf.
20 ARROW000 (VIBURNUM OENTATUM) BARE R00T SEE SPECS
m 50 WINTERBERRY (IIFX VERTIgALLATA BARE ROOT SEE SPECS
15 HAZLENUT (CORYLUS AMERICANA) BARE ROOT SEE SPECS
30 HACKBERRY (CELTIS LAEVIGATA) BARE ROOT SEE SPECS
40 TAG ELDER (ALNUS SERRULATA) BARE ROOT ESP CS
50 RIVER BIRCH(BETULA NIGRA) BARE ROOT q
16 SYCAMORE (PLATANUS OCgOENTAUS) BARE ROOT SEE SPECS
w 24 BLACKGUN (NYSSA SriVATICA) BARE ROOT SEE SPECS
~ 30 SHAGBARK HICKORY(CARYA OVATA) BARE ROOT
100 SPICEBUSH (UNDERA BENZOIN) BARE ROOT SEE SPECS
60 UMBRELLA TREE (MAGNOLIA TRIPETALA) BARE ROOT SEE SPECS
50 IRONM'OOD (CARPINUS CAROUNIANA) BME ROOT SEE SPECS
HERBACEOUS STREAM BUFFER CONSERVATION EASEMENT AREA
250 CARDINAL FLOWER (LOBELIA CAROINALIS) CONTAINER J-6FT
SNITCHGRASS (PANICUM VIRGATUM SEE SPECS
w m IRONWEEO (VERONICA NOVEBORACENSIS) SEE SPECS
I BROOIASEOCE (ANDROPOCON NRCINICUS) SEE SPECS
w ~ PURPLE LOVE GRA55 (ERGROSTIS SPECiABIUS) SEE SPECS
a o IAONWEED (VERONICA NOV®ORACENSIS) SEE SPECS
~ WRINKLE LEAVED GgDEN ROD SEE SPECS
HERBACEOUS STREAM MIX COIR
TUSSOCK SEDCE (CAREX STRICTA) SEE SPECS
~
~b RIVER OATS (CHASMANTHIUM LATIFWA) SEE SPECS
=
WX RICE CUT GRASS (LEERSIEA ORYZOIDES) SEE SPECS
~ SHWITCHCRASS (PANICUM VIRCATUM) SEE SPECS
w °w CUTLEAVED CONEFLOWER (RUDBEKIA LACINATA) SEE SPECS
o. ~ IRONWEEO (VERONIA NOVEBOACRENSIS) SEE SPECS
860 SILKY YAILOW (SAUX SERICEA) STAKES SEE SPECS
1250 SILKY DOGWOOD (CORNUS AMOMUM) STAKES SEE SPECS
~ ~ ~ ~ NATIVE
C} {} {} {} WOODY
VEGETATION
~~~~~y,,~,,, EXISTING VEGETATION
~;,;~~y~~~~~ TO REMAIN
(UNDISTURBED)
HERBACEOUS
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(SAN. EASEMENT AREA)
GRIPHIC SCALE
(N11Q)
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LIMIT OF DISTURBANCE
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N-
PROPOSED NEW STREAM ALIGNMENT -PLANTING PLAN
STREAM RESTORATION PLANS SHEET N0.
HORSEPEN CREEK TRIEIUTARY /2 pL-laF 9
AT NEW GARDEN ROAD CULVERT - -