20020027 Ver 1_Mitigation Information_20120321

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Haupt, Mac
From Lepsic, Robert [Robert Lepsic @arcades -us com]
Sent Wednesday, March 21, 2012 9 09 AM
To Melia, Gregory
Cc Haupt, Mac
Subject RE Bear Swamp Creek
Attachments Permitsummarylttr pdf, 601030 MurphyFarm- IFCfull_ entire set pdf
Guys,
This is all I could find on our network All original documents are in a storage locker somewhere off site
The attached permit summary letter was the first version of the Mitigation Plan This is the document Chern used for
permitting (Hard to believe things used to be that simple ) I could not find the plan sheets that accompanied the
letter However, page three of the letter states 30 and 50 foot buffers
The attached plan sheets were used for construction They show the buffer widths
Hope this helps
:..
From: Melia, Gregory [mailto gregory melia@ncdenr govl
Sent: Wednesday, March 21, 2012 7 58 AM
To: Lepsic, Robert
Cc: Haupt, Mac
Subject: Bear Swamp Creek
Bob,
Hope you are well and I know you're busy, but we need to see if you can put your hands on something We know this
will be archived on your end, but we cannot put our hands on the conceptual information that you put together for the
401 permitting It would have been some conceptual plans that included the fence at the 30 foot line instead of 50 that
went along with the 401 permit application Any regulatory/permitting related correspondence is what we're after, but
the items I mentioned in particular This has some large credit implications for the project It is important and your
assistance is appreciated
Mac will be contacting you soon about this
Thanks,
Greg
Greg Melia
Stream Monitoring Specialist
NCDENR -EEP
1652 Mail Service Center
Raleigh, NC 27699 -1652
(919) 715 -1659 (0)
(919) 715 -2001 (F)

Ms Chern L Smith
NC Department of Environment and Natural Resources
Wetland Restoration Program
1619 Mail Service Center
Raleigh, NC 27699 -4649
Subject
Unnamed Tributary to Bear Swamp Creek at Murphy Farm Restoration, Louisburg,
NC
Dear Ms Smith
Enclosed are the 80% design drawings and typical proposed cross sections for the
subject project The proposed restoration site is located on an unnamed tributary to
Bear Swamp Creek at the Murphy Hay Farm immediately south of Dyking Road near
the Town of Louisburg, Franklin County, North Carolina (Figure 1) The unnamed
tributary originates at a small pond approximately 500 feet east of Dyking Road and
1,000 feet east of the project At the time of the surveys, no water was flowing
through the culvert under Dyking Road but there was water in the stream within the
project limits This confirms the property owner's statement that the majority of the
flow originates from springs between his property and Dyking Road Land use in the
watershed consists of agriculture, pastureland, forested, and single family residential
Within the project limits, the unnamed tributary flows from the northeast to the
southwest through pastureland Cattle have access to the tributary and have therefore
limited the type and amount of vegetation throughout the riparian zone Grasses
dominate the area and there are only a few mature sweet gum (Liquidambar
styraciflua), red maple (Acer rubrum) and sycamore (Platanus occidentalts) located
along the stream This first order stream is incised with near vertical banks along
most of the reach The stream is approximately ten feet wide at the top of bank and
approximately four feet deep In some areas the banks are near six feet tall with no
bank protection present
Past land uses in the area have destabilized the streambed and banks causing the
stream to incise and erode its banks ARCADIS G &M of North Carolina, inc
(ARCADIS G &M) recommends a Priority 3 restoration for the site The degraded
"175" and "G5c" stream types will be restored to a stable "135c" (step -pool) stream
type This scenario fits both the stream evolution for the site (C5 or
135c -+G5 -+175—)�135c) and the valley type (Type II)
Our ref
NC601030 0000 00001
ok Z7
ARCADIS G &M of North
Carolina Inc
2301 Rexwoods Dnve
Suite 102
Raleigh
North Carolina 27607 3366
Tel [phone]
Fax [phone]
NATURAL RESOURCES
Raleigh
20 November 2001
Contact
Robert Lepsic
Extension
195

Surveys of the existing stream were conducted to collect fluvial geomorphological
data Bankfull cross - sectional area was compared to the regional curves established
by North Carolina State University, Stream Restoration institute, to verify the
bankfull indicators A reach of Little Fishing Creek near White Oak, NC at an
operating United States Geological Survey (USGS) gage station was also surveyed to
verify bankfull The recurrence interval of the identified bankfull stage was
calculated to be 1 01 years, which is within the acceptable range Finally, a detailed
survey was conducted on a stable "135c" stream type reference reach The reference
reach, an unnamed tributary to Crooked Creek, is located within the same drainage
basin as the impacted reach off Moores Pond Road near Rolesville, North Carolina
(Figure 2)
After all streams were surveyed, dimensionless ratios were established for each
stream Table 1 includes the morphological characteristics of the existing, proposed,
reference reach, and gage station streams The dimensionless ratios of the reference
reach were used to design the proposed stream The proposed bankfull width was
calculated to be 8 6 feet Other important feature dimensions are the mean bankfull
depth (0 72 feet), maximum bankfull depth (1 4 feet), and bankfull slope (0 015 foot
per foot) These values were used to convert the dimensionless ratios to proposed
feature dimensions
The proposed design will utilize as much of the existing channel as possible for
several reasons, including only minor modification of the stream dimensions are
needed in these areas, many of the existing trees will be avoided, the amount of
material being moved or hauled off will be reduced, and the property owner will not
lose a significant portion of the existing pasture Filling the abandoned sections of
channel with material excavated on site will also reduce the amount of material off -
hauled Wetland areas may be established in some areas of the abandoned channel
The existing 16 -inch pipe under the driveway will be replaced with a 73 -inch x 55-
inch corrugated metal pipe arch culvert and two 24 -inch reinforced concrete pipes at
higher elevation to drain the flood plain A HEC -RAS model shows the proposed
culvert design will lower the water surface of the 10 year storm event approximately
0 6 foot (See Sheet No 10)
Grade control structures (rock cross vanes) will be installed at the head of steps
These structures will maintain the bed elevation, create habitat diversity in the
channel, and keep the channel thalweg near the center of the channel Root wads will
also be used to help protect the stream banks, mainly where the existing channel was
abandoned, and provide additional aquatic habitat diversity
The shear stress of the new channel calculates to be 0 11 Ibs /ft According to the
Shields curve, this will entrain a 10 mm particle The D95 of the channel bed
material is 10 mm and the D95 of the bar sample is 7 5 mm These sizes are very
Our ref Page
NC601023 0000 00001 2/3

similar to the particle moved by the sheer stress Therefore, based on the shear stress
calculation, the proposed channel is not expected to aggrade or degrade The critical
mean bankfull depth required to move the largest particle on the bar calculates to be
0 4 feet The proposed mean depth of the new channel is 0 7 feet, slightly deeper
than the calculated critical mean depth The difference is only 0 3 feet and the
channel is not expected to degrade The shear stress, dimensionless shear stress and
critical mean depth calculations are shown in Table 2
A 50 -foot buffer from the top of the proposed channel banks will be installed The
buffer will be comprised of 30 feet of trees and 20 feet of grass Cattle will be
excluded from the 30 -foot buffer Piedmont alluvial forest species will be planted in
the buffer and include available specimens of silky dogwood (Cornus amomum), red
mulberry (Mores rubra), black walnut (Juglans mgra), black willow (Salix nigra),
tag alder (Alnus serrulata), cherry bark oak (Quercus pagoda), swamp chestnut oak
(Q michauzii), river birch (Betula nlgra), Virginia wildrye (Elymus virginicus),
sorghum (Sorghum Moench), orchard grass (Dactyhs glomerata), and millet (Mihum
effusum) Red maple (Acer rubrum), box elder (A negundo), and sycamore
(Platanus accidentalis) already exist on site and are expected to establish on their
own The property owner requested that the view of the barn from his house not be
obstructed Therefore, the area between Station 16 +50 and station 19+00 will be
planted with the shrubbier species (silky dogwood, red mulberry and tag alder) The
larger trees will be planted on 8 -foot to 15 -foot centers and the smaller trees will be
planted on 6 -foot to 8 -foot centers This will gyve a density of 4 to 15 and 15 to 25
per 1,000 square feet Black willow, tag alder and silky dogwood will be planted
along the stream banks as live stakes Erosion control matting will also be used
along the stream banks as protection from high flows until vegetation establishes
If you have any questions, please feel free to contact me or Mr Lane Sauls at (919)
785 -5511
Sincerely,
ARCADIS G &M of North Carolina, Inc
Robert Lepsic
Staff Scientist
Copies
Enclosure
Our ref Page
NC601023 0000 00001 3/3

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NORTH CAROLINA WETLANDS RESTORATION PROGRAM
NATURAL CHANNEL DESIGN STREAM RESTORATION PROJECT
OJT TO BEAR SWAMP ALAI P `�,R EIEK AT MURPHY FARM
FRANKLIN COUNTY, NORTH CAROLINA
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PSBI 6T MmMR tHALL BR IMSTALLER FER
NNUPAC IRSTRON NINN NISP RARER AIM
OlLCM S ALL C D a GRAIN DIRER AREAS
EULON SHALL 0010IR W BRAIN RIRAN
BOULDERS in THE NAME
--OWLS MR ME Wr® OR
RAVE FOOTFII RACER TIE ERTO
MAMROLL RAM!
!0� EDIIIDEES
OF 7HE MIST yyARR
OE PMED loom THE
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INTO BABE QTR
CUTOFF BILL S RIM==
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6�1L1(
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AT aAPSLLBR
CROSS NAMED TO ON PLACED UPSTREAM OF CRwSONEI
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RMEANOMD QlioER aui OF TM[ scow TOOL CHEATED
R THE CROSS VAN MUCS TMT R BELL TIN IN CORRECTLY
BETS THE READ OF RIFFLE AT THE CROSMEI FOIST
TYPICAL CROSS VANE LOCATION -PLAN VIEW
VAM AMR w INSIDE OF
SEIM ID SNORTER AIM sT @RR >t
CROSS VANE CONSTRUCTION IN MANDER
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H WN7m
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FOOTER BDMAEM P
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SECTION A -A
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VAN BOULDER
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BTIEAMO WNVATIw
FOOTER DEEIgI rANr OF BCOUN POOL
TO HS IN Lin WTN RmE
NAME IM7N TIE INro -A-"°^
DO AR EXICAVATE SCOUR POOL
TON CLOSE TO FOOIEO MOULDERS
BOULDER CROSS YANE
Ill
- 'r.
load
NOTE I ALL BOULDERS TO BE MINIMUM VOLUM
OF I CUBIC YARD AIM SMALL ME ANNULAR
FLAT WITH ON AILS M N AS LOW AS TO
OTHERS To RmOT ROLLIW BOUNDER NULL
BE CLEAR AND FREE OF MMINEMT

EOTRADS SHALL BE ORIENTED 20 b
7=lff—�
UF6IEN TOWARDS THE STROPS FLOE
ID THE PSOrom Ci11� n E®OQ
UOACTS TO NATIVE VENATION AM
SAE STABILITY
0 FNM
(1 0.
ANCROS SODDEN CDT OR LOSS
fuTIYE SOULDEN) (12 OLA Qom)
ROOTEAD LOON
(1E DU NIS ON)
IDIOEIN PLAN VIEW
CONTROL
RATTIK CST OFF lD
ELRIROLL ELEVATION
INVERT
ELEVATION
SUTTOR OF POOTEA LOS TO E
INSTALLM AT SAE ELEVATION
AS STNEAN INVERT
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SECTION
ROOTNAD INS7
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ACTUAL ""I AE PLA®R OF
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SOITOE F007E71 1000 DOOf uD IDbONA� AOCDOR Lou
PACK ENONS AND LOM IN Rl®I ALL BOO TO FIMLY
SECURE ALL CONNECTIONS AND GAPS NOETRAOE SHOULD
OVERLY PLACE NATIVE DOULEE SETEE91 ROOIHMO
EOS .F ESTRMS SHALL E
SHARPENED NiTH A CRAINSAN
TO FACILITATE DRIVING
EIGVAn ETEN SAM AT R OO N1 6LOPS ON
AS SPECIFIED ON T PIS SPOONS SOULL
ELEVATION S® AND INSTALL RATTING AS
SPECIFIED MEDIATELY ARSE QUOINS
EROSION-
CWTVAL. ORAL SAN1ffOLL ERCH SEE STORM
RATTING SSSTOM7LOR PLAN TO CORYINE LOCATION
;pi�AMN004 EOOlm1E 70 RENT DR P of ROmRM AE SENIIO
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LOR EO TSAT IT IS LEANING AGAINST
iB LOG ON TE EOE AMY PORN THE
Ta .
AA
ALLATION
APPROISATE UNITS
OLD STENO CHARM
INVEST
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40
PLAN VIEW
CUT a"
ACTUAL SOONER AND PLALStRT OF
ROSIRAOE AT EAOR DIEM B
CSRI
PLOD LOCATION TO E W"mm
ST TIE ®L® an SITE
HICATATS TRENCH AT LEAST 1 POST RUN THE ELEVATION
OF THE OLD mw RE FOR FRONSmRL00 SACKFUL OWM6
AE AH�'AEL LOOS UB RATL3IAU RP & FON 67EA
CNABNBETWEEN! EL PLOD PACK 6O LWAS A LOSS III REI N ALL
RAGS n FUMY EWOI ALL CONNECTIONS AND GAPS
ROOTIODD mBOMB OVERLAP PLACE UTIVS SWLERS
IETREEN
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i LE6arx mm
In LZ•I7S SP
L SEEN CSA@L PIGS AT R 1 SLOPE AB SPECIFIED OR TE PWS ABOVE SAWULL VATION ZERO AE INSTALL RATTLE IFIEN TiQSTATELY AFTER DRASTB
U
INSTALIED AT SAE EMA71ON
AB GTEIO INVER
CWNE. TE
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FLOG SNOOID E INSTALLED
STAN ORACS
ACTION
AT IRIENPACS SST® OLD gMN'L AE REN
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r LRNr T EnON
A -A �OF
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NC DEPARTMENT OF EW%TWN OR AND NATUUL RESOURM
i ARCADES G &M
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NORTH CAROLMA IIETLANDS RESTORATgN PROGRAM
of North Carolina Inc
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1
NAT TO BEAR SWAMP CREM
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1 THIS PLAN a MRED ON THE IRE
PRINCIPLES OF NATURAL CHANNEL DES
R PROPOSED CONSTRUCTED OTREID FEATURE AND STRUCTURES S
ON IN= PLARS ME SINAI IN TEED APPROXIMATE LOCATION Alm
DULL Y rIELO LOCATED AND Di W1=0 To INND9 PROPER CWNLL
DIMEMEx011
O ALL ELEVATIONS SHOWN a TEES[ PLNO AEC RVOlE1® TO M
ASSUMED MTM
4 THE LOCATION OF ALL EQUIPMENT AID MATERIAL STNIY ARCM
RAm RDAOR Alm ACCESS PRINTS TO OE CODIDINATID NIT" 'Lon
EIDPLIY LA� ONES® ON N Nor® ON THEE PLAIN
e Ro1NDE0 RLL OR NI'FAOES a CaNmmcnDR AMEN sPaM DID.LrEnT
PNIBTIMO RORLONY Ru ALES Y UTILt= IN FORMATION OF NICE
VANES NNEIS FEAXXKE
a COSTRUCTION ACTIVITIES SMALL PRSM®S DOWNSTREAM UNLESS
OTNERTMD® DINNED MY MCMP
T EGMP ff RILL E OUTSIDE OF CHANNEL FOR TO M J ITT OF
CONSTRUCTION MINIMAL Y STREAS OW IS ANTICIPATES FOR
DWCfi700L PLACEMENT OF SImCi7®
a ALL M MMEM EMPIRIC OPERATE a OR MEAN TM RREN an
ITS TRIBITARM SKULL U IORCTES REGULARLY AND MAINTAINED TO
PREVENT CORMORTISE OF ITREN EATERS FARE FILE L�WTS
HYDRAULIC PLULDS OS DIM TOXIC MISRALE AEr LUWII�IT
RVAINS SAIRTESAMCL OR REFONLIMO ACTIVITIES SMALL NOT RE SOME
EHIlB SAINT EDYIPSFIIT a 7M aT ®10 M M TI MMIES
R CONTRACTOR TO DXSPOU OF ALL WON MATERIAL Orr STR AS
DIRECTED BY RCS► AND IN ACCORDANCE SITS ALL F®AL RATE ND
LOCAL W.""ATL010
10 ALL FEW a IS To SI IRSTALLID BY NICE
11 ALL DOSING FENCING TO ON REMOVES SMALL Y MOVED ONLY N
PER PROPERTY ONE DIRECTION AID SMALL EST ME R®VED PRIDE TO THE
INSTALLATION OF TOO APPROPRIATE TEMPORARY FENCING
12 ALL ON SITE 7® REMOVES OIDIMO TO SMN RESTORATION
CONSTRICTION TO NO USED ON SITE N RODTMDe TMQ PUBELE
13 ALL ROOTERS WLL ME INSTALIID MY DRIVING TIE'N INTO TOM
STBEAEMM N OPPO® To INSTALLATION THROUGH EWiArATIDR a THE
OTREASMID NEM PEASISLE
14 ALL DISTU60 AREA TO EE YEamED 1@DIATELV N SKfIFIES
ON TEE BEEDING mmmm
Is APPLY TEMPORARY B® AND M ON CONTROL FIBER NAMED TO
BASPULL BENCB AND DISIYRREID ARM MILT N RCAVATION
PROONIDSIS ESORIOM CONTROL rap MTTIMS WILL 08 IWO INTO
THE TOP or SLOB TO PNEYESf S®WTT10 FROM SISRTFLON
MILT FERCINIG RLL E6 1NSTALLID AROIlm ETAMING AREAS AND N
DIRECTED BY ENSIIEEN ON RTE
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P[O=-- r Y[GETATES SVFFES SYLLL RE FARCES SO TOOT L ME
AID T aMSBI 7R 70 Paor T! SUFrq MALL se
PROPEON OUmIG TRNOION TIE xNRALUTIOR Or FmNMENT
CATTLE PROOF FESIM ALL FESCM TORE INSTALLED PER NOW
DIRECTION AID NICE RANOAID DETAILS
1T CoNSiWRION ACTIVITES SMALL MOT LIQT YMCLE ACCESS TO TM
E� OF GLENN MRM PROPERTY 0 0 AT ANY TIER
1S CORTSACTOR SMALL NEPLAC TON SIMSE Or EEISTIMa MVEMAY
DAMAGED OONLEE CONSTRUCTION RERKERM SMALL INCLINE
COMPLETE REMOVAL OF Ei7RIE0 PAVEMENT ACROSS TY ENTIRE VISTA
FOR TO MITI= LEWIN OF TY DAM® NM THE END D TM
DAMAGES ASIA SHALL RE SAWCOT INDIVIDUAL PATCHES WILL WT RE
W POTTED CONTRACTOR MAY PESTECT Morin DRIVEWAY DOPING
COISISICTION N AN ALTERNATIVE TO REPLACEMENT OF DAMAGES
AREAS
CRUDE V
FOOT
Ar NIrPLc
CRM VAYS TO ON PLACID U/STIEAS Or CRORSOVER POINT
,Lr�l UqZ AID RPPLR SMi THAT THE UREA®
�m Of OP SCOON POOL CREATES SY THE WOKS
TAY SUCH TMT IT WILL TIE IM CREATED RYN TY MEAN
OF RIFFLE AT TY CROSWVY POINT
VAME ANN ON INSIDE OF
DID is SHORTER AND STEEPEN
CROSS VANE CONSTRUCTION IN MEANDER
PLAN VIE
MSTING
Mn .ASP INTO ewoc-1
s® I—IL—i
II
9Te
SADWILL SITS
Foam MOLLOYS
PLACES a EXCAVATES
MITINO CMIIME.
MTERAL OR In.
G[SIYrILE TSEMCM
AYIC
Ram MTERIAL
AM 0 IN
mu DRa sSiTa
SECTION A -A
VAME Mammal
AT PROPOSED
STYA/DD2 LLLYAI01�"OAMIM
1 PLON -+
ACNPILL
IISTaa US
MTOfAt oR sm
TONS MATERIAL
SRr ACOON I OL
S DIRECTED
ERaQR OR RTB
TO EE IMPART BITII SQY
YVB AI® ITS INTO BANEFUL
FAMC BONLSNS
ON ROT YCAVATS SCOUR POOL
IN CLOSE TO FOSTER BOULDERS
':=!; .1 0 1. 1a..
BECTION B -B
ALL SUELOM TO SI R� YOLK $11, 1 CUBIC VAID ND SKULL RE OT RTM OS ARM S s N LOPES N 1m
RS TD ROOM ROLLIN BOULDER SMALL
CLEN AND F® OF mma

Page 3 of 3
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8/13/2012