20071456 Ver 1_Site Plan_20070827

:~,
TITLE SHEET 1 12
PROTECT NUMBER
1198 07051
PROJECT NOME IOWaY U&K
COUNTY MACON PATE &33-07
~ ~ MA coy co v~~Y
1 IB
138 48
11 LOWERY CREEK
~'-156
I `"
_ I
LOCATION: WEST DILLS CREEK ROAD (SR 1303) NORTH OF ANDERSON
'3B 383 ,Z CREEK DRIVE (SR 1302) AND SOUTH OF WEST OLD MURPHY ROAD (SR 1448)
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GRAPHIC SCALES PROJECT LENGTH PREPARED FOR THE OFFICE OF: PREPARED IN THE OFFICE OF: PROJECT ENGINEER

50 25 0 50 100
PROPOSED LENGTH OF LOWERY CREEK=450 LF MACON COUNTY SOIL AND WATER
CONSERVATION DISTRICT SUNC~TE DESIGN GRO~P,P~,

"
191 THOMAS HEIGHTS RD ~ ~ _ ,~~^
~;;q^-,
PLANS FRANKLIN, NC 28734 ,°~mfl~1N1X00 ,~°Z~P,`ESSio~ F~°s
~`
50 25 0 50 100 REVISIONS ?;SEAL
9851
z scf EPj e

ROFILE HORIZO
P
NTAL --------------------------------------
8 1 ~'1 jD-I

5 0 5 10 --------------------------------------
---------------°------------------.-- W. HENRY WELLS, PE
PROJECT ENGINEER

PROFILE (VERTICAL -------------------------°----------- P.E.
) SIGNATURE

DETAILS
ROOTWAD
NOT TO SCALE
ENGINEER
1198-07051
,APtl1 CARp~ ~., PROJECT NAME LON'ERY CREIX
?~.~ESSray yi'E MACON
O
T

- Y
C
UN
DATE
:6 SEAL'°
, 973 =
• NEEQ~'Y:
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" 9UNC~Tfi UFSICN CR~IP
PA
,
~ I ii l+t ,
~ ~
N~
~
~OO~uMS~NZLL TLAP OVER LOG VANE
GF 4NCI~g RoOr w4DS JO•
UPSTREAM TOWARDS THE THALWEG `` / ~ ,~OPTIONIL sINUB PLANTNGS
\ ~ 1q ROOT FAN BANNFIRL SURFACE ELEVATION GEOTIXT0.E FIRING a ~/ Y ~OIIL~R TOP ~~ ~
ExISTw~ y 11YLj ~ ELEVATION 20 - 10 DEGREES A} FOOTER LOC
MITER SURFACE ~~~ 1 VARIES 1 OFF STAEANBANX / I Q - y i 1 k AaPF
70° ~ ROt
]~ JC A10 H " R Rt _ BOULDERSLOOTER LOG ~ _ _ - - -
EQ AOIAOERS 0
FOOTER LOG FOOTFFR LOG ELEYT ` I SECTION A-A
I I.0 T. NV4 DIA.7 11.0 i. NIN. DIA.(
1 sXfNB PLANTNGS
BOULDERS ROOTWAD RACED 50.L I
ROOT NAO LOGS FOOTER LOG IIpOZONTAI OA AT BOLlDERS~
f I,0 Fi. NN DIA.( (PLACE 2/] DIA, BELOW rECATIVE ROPE l
gACXFI`L OVER AND 4ROUN0 gOTTDN INTER ELEV.( T INYE i 1
FOOTER LOGS. gOOi W10 LOGS ANCXOq gg E pL ~ FOOTER yOGr~ LOC
LLOGS AND IN BETWEEN ALl`` WAbS 70 iHEUL WNSTgEEAN ENO OF EACH " Y
FIANLY SECUflEE ALL CONPONENI$ FOOT A LOG 50 THA7 THEY AAE LEANMG SHIER PLANTINGS
INCLUDING JOYITS, CONNECTIONS IND GAPS. pGpiN i TXE LOG ON THE 510E AWAY PLAN VIEW
FAON THE CHANNEL ~ ~
PLAN VIEW CROSS SECTION VIEW "~ /
I. LOGS SHOULD BE FPOY NATIVE TREES WITH OIAAIETEA NO LESS THAN 12 IXLIES, NNIMUY LENGTH IS 25 FEET. SECTION B-B
2. AOULDEgS SHOULD ~ NATIVE QUARRIED ROCA OR LOCALLY SHOT ROCK, ANGUTAA 4N0 OBLONG WITH THE BACXF0.l
FOLLOWING DIMENSION, 9lnl
siIBLE 2'YN FLOW
NOTESi AVERAGE SIZE I$ 9' x J' x 2' (APPROX. 7600 LBSd ~ ~4
I.A TRENCH SHALL BE DUG ALONG THE TOE OF THE BANX Z. THE PREFEAAED METHOD FOR INSTALLATION OF A ROOTWAD ~,~
TO A DEPTH EQUAL i0 TOE DIAIffTER OF TXE FOOTER LOG. IS TO OAIVE THE SHARPENED iRUN( OF THE AOOTNAD WHTO J. IF OPTIONAL FOOTEq LOG IS USED, IT SHWLO FIT TNXiTLY 0.GAA6T TOP LOG PITH MINIMAL SPACES/ vOpS. STRE/N BEO
A PRUNED FOOTER LOC GAIN. DIA. 12'1 SHALL BE PLACED 4T THE STREAYBANK USING AN E%CAVATOq CONT4IXINC A HYDRAULIC
THE TOE OF THE CHANNEL ANp THE ROOTNAD INIR BASAL THUMB. ~ IT IS DEEMED NOT POSSIBLE TO DRIVE TXE TRUNK INTO N. AN OPTIONAL BDULDEq NAY BE USED TO SECURE ENO OF LOC BELOW CHANNEL OR $TAEANBANX. TXE ON SITE
DIR. 12'. LENGTH 10.12'1 SHALL BE PLACED OIECTLY ABOVE THE BANA,A TRENCH SHALL BE DUG IN THE BANX AND TXE TRUNX DESGNER HILL YAXE FNIAL OETEANINATION.
IT, THE ROOT MASS SHALL BE ORIENTED IN SUCH A WAY SHALL BE PL4CE0 N TXE TRENCH. THE iPENLX SHALL BE GEOTEXTILE FIBRIL
THAT THE VELOCITY YECi0fl5 Of TIE HATER 4flE ALIGNED BACNFEIED AND COMPACTED. B. CEOTEXTILE FABRIC SHOULD BE RACED ON UPSTREAM SIDE OF LOG FABPoC SHOLLD BE SECURED TO LOG YIA
RTTX THE TRUNt$ LONGITUDINAL A%I$ 4N0 HILL NTERSELT NINIWA YLONG ROOFING NAILS WITH PLASTIC YASIERS,NO GREATER THAN 16'APART,FABRIC B TO BE GEOTEXTILE FABRIC
THE HOOT MASS AT 4 90•ANCLE. THERE SHALL BE NO VOID J. ALL YATEPoALS FOR TWS $TRULTIFE SHALL BE APPROVED BY SECURED IN A uANNEq WHEREBY IT I$ NOT VISIBLE ONCE THE SigUCTURE IS CONftETE. FABRIC Sx4Ll BE BI1gIEO
BETWEEN THE A007 MASS ATE( iNE BANK ON THE UPSTREAM THE DESIGNEq PRIOq i0 INSTALLATIDR TO A NR@AUN DEPTH OF 2 FEET OR A$ OFECTED BY ON SITE DESIGNER FABRIC SHOULD E%TEND A NNIUN
510E OF THE CNAMlEL. A BOULDER NAY BE PLACED ON THE LENGTH OF 6 FEET OR AS DIRECTED RY ON SITE DESIGIER FABPoC SHALL BE BACNFILED WITH J'STONE OR
DOMNSTREAN SIDE, ON TOP OF, 4ND ON THE UPSTAE4N SIDE A, STATIONING OF ROOTYAOS SHALL BE AS SHOWN ON THE SNTABLE MATERIAL AS DETEAUPED BY ON SITE DESIGNER.
BETWEEN ilE AOOi NA$$ AND THE BANX TO PPOYNE BANS OR AS DNECTED BY THE DESIGNER THE ACTUAL
EROSION CONTROL AS DIRECTED BY THE DESIGNER B00.DER5 NWBEA OF ROOTNA05 NECESS4gY W0.L DEPEND ON THE
FOR THE AOOTNAD STRUCTURES SH4LL BE, 1.15 TONS SIZE OF THE ROOT FAX 4X0 THE ACTUAL CONDITION OF THE
(APPROX. 4' x 3' x 2'1 A$ APPROVED BY TIE DESIGNER SITE AT THE illE OF CDNSTAUCTION,
$. ROOT WADS SHOULD BE FROM NATIVE HARDWOOD TREES TATH
SPREADNG ROOT SYSTEMS, NO TAP ROOTS.
e-2Z-07

DETAILS
NOT TO SCALE
r`""vTOr;` ~ LOG VANE- J HOOK
1"°~ pM"EA - ROOTWAD COMBO
` SXM1B RAMNC$
BOULDERS
/ r A- EgLANNFUTLL
l VOFIES~
/ NVEAT
/ ELEV.
e
GEOiE%TIIE FABPoC CUT OFF SLL
20 - Bo DECREES
/ ~ ~
OFF STREktlANll / I 1' ~ ROOTWApp PLACED
F00JER LOG HORIZONTAL DR AT
(PLACE 2/7 DIR. BELON NEGATIyVEE SLOPE
wvERggT ELOoEV,I EE g TO INYEItT
1XEpULD01'INSTAEANO ENE OF EALNON
AOp0EA5 / OPTIONAL I AGAINST TXE LOGT ON~iXEESmE ANIY~G
/ FOOTER LOG FAON THE CHANNEL.
I CROSS SECTION
50.1 ~ 1
1 sxnue nANrxcs
FLON BOLLffiR5
ROOTXAD OR TCP LOG ~ 70P LOW ROOTNAO
Ws, fION FOOTER LOG
__--__
\ \ yt~~K am
ROOINAO ~
PLAN VIEW SECTION A-A
$HR18 PLANTINGS
BDIESI
6 LOGS SHOULD BE FROM NATIVE TREES wITX OIANETEA NO LESS TNW 12 INCHES. NINIAIW LENGTH IS 25 FEET. SNpIB PLANTNGS,
2. ROOTNAOS SHOULD BE FROM NATIVE TREES NITN pWETER NO LESS THAN 12'. YININUN LENGix 5 12 FEET. - ~ ~m
]. BOULDERS SHOULD BE NATIVE OUAAAIEO ADCK OA LOCALLY SHOT ROOt, ANGULAR AND OBLONG NITN TXE FOLLOWING DINENSIpB
AVERAGE SIZE IS /'>< 3' N 2' fAPPRO%.3600 LB5.1 SECTION B-B
BAC%FLL
N. IF OPTIONAL FDOTEfl LOG I$ USED, IT SHOULD FIT TIGHTLY ACANST TOP LOG NITN MINIMAL SPACES/ V00S. ST~&DNE yry FLON~
5. W OPTIONAL BOp.OEA MAY BE USED TO SECURE END OF LOG BELON CHANNEL OR STAEWBANN. THE OH SITE DESIGNER WILL MANE WTEPok
FINAL DETERMINATION. ~0~~'~
STREW AED
6 G T %TI FA RI HOU E PLACED ON UPSTREW SIDE OF LOG FABPoC HO TO aG VIA NNN M ONG
EO E LE B C S LOB 5 ULD BE SECURED L U 7 L
POOFMG NAILS NITX PLASTIC WASHERS, ND GREATER THAN 16'APAAi. FABRIC I$ TO BE SECURED IN A MANNER WHEREBY IT IS NOT
DESBCNERNFABNCESXTpADTE%iENO AaNNENUNFLENCiH IOF 6FEET~ORD ASODNELMEO BYDONT SI70E DES GNER FAptIC SxkLD EYBACI;FIL ED ~~N~ GEOTE%TLLE FABRC
WITH 3' STONE OR SUIieBLE MATERIAL n5 OETERNINED BY OX SITE DESIGNER.
T. FOR MFORNATION PERTAINING TO ROOTNAD INSTALLATION AND DETAILS. SEE ROOTWAD DETAIL. GEOTEXTLE PABRG
GEOTEXTILE FABRIC
COIR MATTING CROSS SECTION
I F7 M! 6'MN
CpR FBER NITTWG BAKKFIAL BACIlFLL
FAEVlT10N
NOAN4 MATER
__~_
$TRAM MRCH
AED NAT Alk
6'YN NOiEk
I. $ELUff 70E OF NATTNG IRK 21'NOOOEN STAKES
OVERLAP NTH GAIVWZEO NAIL BENT i0 PROXBR YAfiNG
fPON MOAKNG OfF OF S11KE.
2. USE 171IOOOEX STeI(E5 ON 5'CENTENS OA 15
WRECTED BY NANJFACTU(ER'S AECg14NDATONS,
]. YNMN I' NAIE, 6' DEEP 1RFNCX OVER i0P OF BAW
MTH NATiWG LAD FLAP AND $TAFEO. TRENCH 10 BE
BACNFLLED NTX E%CIYATED YATEPoAL.
ENGINEER 1198-07051
,.•`~1N
CARO °''
l/' PROJECT NAME LOWERY [AEBL
~
a
EE5Si
g=°.
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~y
o
0
, COUNIY MACON DATE
4SEA ':
9

''•'~^~r ~Ep~~`
, SUNG~TB UFSICN GRUUP,PD~
~D7
~ L-( ~ ~
~,~
~
COIR FIBER MATTING
7'SPACMG
kONG EDGES MIN. (.OVERLAP
-I ~ FLON
' 3' TYP.i , , T
1_~YP. , , , , 6'6'TYPICAL
3'TYP.
, I.(_. 1I
MN. fi'OV PUP
FOR PAIlkL L ROLlS
MR I' OY FJALAP
FLOW
12'ItA.OEPTX
WOODEN STARES
STAKING PATTERN
BQIFS:
I. INSTILL CON BLANKET ACCORDING i0 NANUFACTIYiER'S GNDELINES.
2. PLACE PARALLEL AOLIS IN SMNGLE FASHION (UPPER Ap,L LAPS OVER
LDNEA ROLL(. LAP UPPERMOST ROLL Ai LEAST I/2 ROLL NDTH AETONO
i0E OF TERRACE SLOPE (ABOVE BAMLFDLL BENCXI.
7. UPPER ROLL SHALL BE KEYED N kONG TERRACE TD PREVENT UNOERNINING
FROM SHEET FLONS FROM SLOPE.
N. LOWER ROLL SHALL BE STARED USING MN, 2A'NOODEH STAKES NTH SMALL
GALVW12ED NA0. PLACED IN TOP END ~ STWE AND BENT OVER TO SECURE
MATTING FIRMLY, STARES OCCURING ALONG TXE i0E AND THROUGHOUT THE
NATTINC SHALL BE NININUN OF 3'4PART.
SPECIFICATIONS
COR FBER T00 GRAN NATTNG
I, CONTRACTOR NIL( PROVIDE MATTING iD MEET
OR E%CEED THE FOLLOWING SPELIFILATIONS.
2. 51ANE51
WOODEN STARES NOi SHORTER THAN 11'$HALL
BE l15ED TD SECURE COIR NATTNG 21'NDOOEN
STAKES SHALL BE USED kONG TXE TOE OF
iNE SLOPE.
YATPo% NWWt iW GRAY SLINtET
WIP09fAN ao% Kacoxn FNERS
mrx w A.S FEEt
EXC
f
X
L YN YS iFF
r
1~M~
[
1
p
~1~'1~
NAA 10 i 10# ml ~E
S
PIY ~ W L~5
}~ XI-M
EIMWiNx INiI 15% N ~%
OPEN IiffA AA%
1xCOE55 ASS Np
AECONfxYD
Y
g4 f Y
AEC F
OMN
XDED OfPt
45 p5/SA fi.
TYPICAL MATTING LOCATION
CON FNp Wi1NO
FIDN roE a aAxlffL
to LNAMM I n.
IEYOIp B.1NIf10.L
PROPOSED BNNf10.L
ElEVA10N
PAOPO3E0
W1EA S111f1CE
ELEVATON
BATES
COX FBp Y1RNG SX4L lR RkEO kONG Tiff
OUrSUE NAlR OF kl NElM AID LLOXO BO1X SLOES OF
TXE CxMtEL N iAYDENi AREAS.
I. CONTRACTOt MILL PROVIDE FABRIC TO MEET
OA E%CEED THE FOLLOWING SPECIFICATIONS.
2. TXE BELOM SPECIFICATIONS ARE CONSISTENT
WITH A POLYPROPYLENE NONWOVEN
NEEDLE-PUNCHED FABRIC.
3. ENGINEER RECONNENDS GRAY OR BLACK-COLpiED
FABRIC FOR USE NITN VANE STAUCTWES.
PNYN[N SPFfri'111tlF Ntl l 1
PROPERTY Y~ Y4lE~
GXAA ifNStE KO LBS
GRAB ELONGATION 50X
MAI.p BURST 315 PN
PUICTUD % CBS.
1AAPEZOOk TEAR 65 LBS
UV AE56TAMCE 70X Ai 500 HNNS
105 TO SEVE
PEAYTTMTY L5 SEGO
FL01 RAZE IO Gk.lW./Fi.~
8-22-07

DETAILS
NOT TO SCALE
FORT
PLAN VIEW
NC
~ /:1 MA% AgUATIC 9HEU -
-_ -~
ws ~"
19:1 MAX
3:1 MAX
9.0'
Is
w'
PRO1ECf NUMBER SHEEP NUMBE
ENGINEER
nRS-o7osl 2B
'tiN C1Rp"'., PROJER NAME LOWE0.Y CHEER
,
~
.•oF',n~~~~~~~0 6',.
p
E95i
•
,oR
=
0ry E> COUNIY MACON DATE R41-07
''; SE
93
i •'„ NEEpd9',•'
A
'-'L;°' AE~3.•'''
SUNOATE DPSION CEOUP,P~L
~ l t~ la9 ~
,~
~~
SECTION A-A
FOREBAY
\ 1
3~ 3..a
L1 MA7f AOUAiIC SHELF
-~
i-1s:1 MAX
v v~.o
NG
9.0'
is'
SECTION 8-8
OPEN WATER HABITAT
HERBACEOUS PLANTS
SUBMERGED AQUATIC PLANT S
ELEOCHARIS ACICULAPoS SPIKERUSH
ELODEA SPP. WATERWEED
ISOETES SPP. OUILLNORT
LILAEOPSIS OCCIDENTALIS LILAEDP515
NAJAS SPP. NAIAD
ZANNICHELLIA PALUSTRIS HORNED PONDWEED
EMERGENT PLANTS
ACORUS SPP. SNEET FLAG
IRIS VERSICOLOR BLUE FLAG IRIS
PELTANDRA VIRGINICA AflRON ARUM
PONTEDEAIA LORDATA PICKERELNEED
$AGITTAPoA LANCIFOLIA DUCK POTATO
SAURURU$ CERMUUS LIZARD TAIL
$CIflPUS AMERICANUS THREE-SQUARE BULLRUSH
HERBACEOUS PLANTS
ASCLEPI0.5 INCARNATA $WdMP MILKWEED
CAREX SPP. SEDGES
CHELONE CLABRA WHITE TURTLEHEAD
EUPATORIUM DUBIUM DWARF JOE PYE WEED
EUPATORIUM FISTULOSUM JOE PYE WEED
HELIANTHUS ANGUSTIFOLIU$ SWAMP SUNFLOWEfl
HIBISCUS CDCCINEb SCARLET ROSE MALLDW
HIBISCUS MOSCHEUTOS ROSE MALLOW
LOBELIA CAflDINALIS CARDINAL FLOWER
LOBELIA $IPHILITICA, ELONGATA, 8 ALLIES BLUE L08ELIA
PLANTING NOTES
~NG
AQUATIC SHELF
ws
7.5`
7.5'
SUBMERGED AQUATIC PLANTS
EMERGENT PLANTS

DETAILS
NOT TO SCALE
BAREROOTED SEEDLINGS
HEELING IN
I. LOCATE A HEELING-IN SITE IN A SHADY, WELL
PROTECTED AREA.
2.EXCAYATE A FLAT BOTTOM TRENCH
12 INCHES DEEP AND PROVIDE DRAINAGE.
3. BACKFILL THE TRENCH WITH 2 INCHES WELL
ROTTED SAWDUST, PLACE A 2 INCH LAYER OF
WELL ROTTED SAWDUST AT A SLOPING ANGLE
AT ONE END OF THE TRENCH,
4, PLACE A SINGLE LAYER OF PLANTS
AGAINST THE SLOPING END SO THAT
THE ROOT COLLAR IS AT HIGHER
GROUND LEVEL.
5.PLACE A 2 INCH LAYER OF WELL ROTTED
SAWDUST OVER THE ROOTS MAINTAINING
A SLOPING ANGLE. , ~ .. r r r

6. REPEAT LAYERS OF PLANTS ANO SAWDUST
AS NECESSARY AND WATER THOROUGHLY.
DIBBLE PLANTING METHOD
pll
~~
I
I. INSERT PLANTING
BAR AS SHOWN
AND PULL HANDLE
TOWARDS PLANTER.
(USING THE KBC PLANTING BAR)
2. REMOVE PLANTING
BAR AND PLACE
SEEDLING AT
CORRECT DEPTH,
~2 IN
3. INSERT PLANTING
BAR 2 INCHES
TOWARD PLANTER
FROM SEEDLING.
4, PULL HANDLE OF
BAR TOWARDS
PLANTER, FIRMING
SOIL AT BOTTOM.
b
5. PUSH HANDLE
FORWARD FIRMING
SOIL AT TOP.
6. LEAVE COMPACTION
HOLE OPEN. WATER
THOROUGHLY.
NOTES:
PLANTING BAG
I, DURING PLANTING. SEEDLINGS SHALL BE KEPT ~
IN A MOIST CANVAS BAG OR SIMILAR CONTAINER {~
TO PREVENT THE ROOT SYSTEMS FROM DRYING. IN{,
KBC PLANTING BAR
2. PLANTING BAR SHALL HAVE A BLADE WITH A
TRIANGULAR CROSS SECTION, AND SHALL BE
12 INCHES LONG.4 INCHES WIDE AND I INCH
THICK AT CENTER.
ROOT PRUNING
3. ALL SEEDLINGS SHALL BE ROOT PRUNED, IF
NECESSARY, SO THAT NO ROOTS EXTEND MORE
THAN 10 INCHES BELOW THE ROOT COLLAR.

Fertilizer ]0-]0-]0
1000 lb.lacm
Lime 40001b1acm
PLANTING DEfAlIS
REFORESTATION
TREE REFORESTATION SHALL BE PLANTED 6 FT,TO 10 FT, ON CENTER, RANDOM SPACING,
AVERAGING 8 FT,ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE.
REFORESTATION
TYPE SHALL CONFORM TO THE FOLLOWING:
ULMUS AMERICANA AMERICAN ELM
FRAXINUS PENNSYLVANICA GREEN ASH
BETULA NIGRA RIVER BIRCH
CELTIS LAEVIGATA SUGAR BERRY
PLATANUS OCCIDENTALIS SYCAMORE
LIRIODENDRON TULIPIFERA TULIP POPLAR
ACER RUBRUM RED MAPLE
CARPINUS CAROLINIANA IRONWOOD
HAMAMELIS VIRGINIANA WITCH HAZEL
TSUGA CANADENSIS EASTERN HEMLOCK
TREE REFORESTATION SHALL BE CONDUCTED THROUGHOUT THE RIPARIAN ZONE BETWEEN
TOP OF BANK AND THE CONSERVATION EASEMENT BOUNDARY.
SEEDING SCHEDULE
WITHIN BANKFULL CHANNEL TO END OF BUFFER
Permanent herbaceous seeds containing a custom mix of the following forbs and grnsses will 6e
used From within the bankfull channel to the limits of the riparian buffer. The application
timeframe for the mix is March through June and [he minimum rnte is IS lbslacm. This mix will
also he used to plant the staging and stockpile areas and any other areas as directed by the
designer.
Common Name Scientific Name Mia Percents e
Autumn ben[gmss Agroslisperennans 10%
Big Blues[em Andropogon germ•dii 1?%
Deer longue Dichanrhe7inm clandsrinum 10%
Indian Bass Sorghnsnvm nalnns IO%
Lance leaftickseed Cw~eopsis lonceo7nln 5%
Littlc Dluestem Schianchvrhim scopm~inm 10%
Love grass Eln•(n~oslis rrichodes 10%
Partridgepca Chamoeerfsrofascimdnle 5%
Showy tick trefoil Desmodimn carradense 3% I.
Switch grnsa Panicnm vtrgnnim ]0%
Virginia wild ryc Elvmus virginicus 15%
Total 100% '
ENGINEER 2C
1198-07051
~..PtN e~Rp~ ~,, PROJECr NAME LOwERY CREEK
of 0"y.! E COUNfY MACON pA7E 8-44-07
-'a SEAL ~'
97 ,
'vCIxfEP; ~,:
'..~^~Y~:E~`5•°° ~f1NG~T8 DEIGN CROUP,PA
51L11a1 ~ ~~
SEEDING SCHEDULE
TEMPORARY HERBACEOUS SEED
Common Name Scientific Name A lication Rate A lintion Dates

Grain Rye's
Secale cn~eafe 13016s. per acre
Yeaz-mood
(316x. per 1,000 ftc)
IS Ibs per acre
Orchard Grasso DacNlisglomn~ala
(0,351bs. per 1,000 f1c) September-March

Brown Top Mille[ a
Panlcnm ramonrm 4016s. per acre

'
May -September
(L0 lbs. per 1,000 8
)
?5 lbs. per acre
German Millets Selm~ia iralico
(0.5 lbs. per 1,000 ftz) May-September
?5 lbs. per sae
Weeping Love Grasso Embn~oslis nuwla
(0.5 lbs. per 1,000 ft September-June
"Primarily utilized on disturbed or stockpiled areas.
a Primarily uvlized near stream channels and slrrambanks.
SOIL AMENDMENTS
In lieu of a soil test:
• Use ground. agdculmml lieres[one. or pellet¢ed dolomitic limestone.
Mulch
Small grain mulch must he applied at a rate of? tonslacm [o all seeded areas.

DETAILS
NOT TO SCALE
PRO1ECf NUMBER SHEET NUMBE
ENGINEER 1198-07051 2~
p."~1~ eRRO~`,,, PRO1ECi NAME LOW&Y CAEFl.
,
;'p°~ESU~ry i~'; COUNfY MACON GATE 8-24-07
';SEA ~°

'
~
;
:N
+E~
~ ~+c~n ~c~ caal~,P~
'6111 to i ~ ~~ ,~
LIVE STAKES
STREAMBANK REFORESTATION
TYPE AND SIZE SHALL CONFORM TO THE FOLLOWING:
CORNUS AMOMUM SILKY DOGWOOD 2 FT - 3 FT LIVE STAKES
SALIX NIGRA BLACK WILLOW 2 FT - 3 FT LIVE STAKES
SAMBUCUS CANADENSIS ELDERBERRY 2 FT - 3 FT LIVE STAKES
ALNUS SERRULATA TAG ALDER TUBLIN GS/ TRANSPLANTS
SALIX SERICEA SILKY WILLOW 2 FT - 3 FT LIVE STAKES
SEE PLAN SHEETS FOR AREAS TO BE PLANTED
SOUARE CUT
BUDS (FACING UPN
LIVE CUTTING
f I/2'-2' DIAMETER
0
ANGLE CUT 30
LIVE STAKE SCHEMATIC
- 3 Feet
NOTES:
I.STREAMBANK REFORESTATION USING LIVE STAKES AND TUBLINGS/ TRANSPLANTS SHALL BE PLANTED
2 FT. TO 4 FT. ON CENTER, RANDOM SPACING, AVERAGING 3 FT. ON CENTER, APPROXIMATELY
4840 PLANTS PER ACRE.
2.STEAMBANK REFORESTATION USING BARE ROOTED SEEDLINGS SHALL BE PLANTED 6 FT.TO 10 FT.
ON CENTER, RANDON SPACING, AVERAGING 8 FT. ON CENTER, APPROXIMATELY 660 PLANTS PER ACRE.
3. THE LOCATION OF STRAMBANK REFORESTATION SHALL BE CONCENTRATED TO THE FLOODPLAIN AREA
NEAR THE BANKFULL ELEVATION. THE WIDTH OF THE REFORESTATION AREA SHALL RANGE BETWEEN 6 FT.
AND 18 FT. DEPENDING ON FLOODPLAIN WIDTH, SLOPE AND OVERALL EXISTING VEGETATIVE COMPOSITION.
COIR FIBER MAT
BANKFULL
LIVE STAKES-~~
NORMAL
WATER SURFACE
EXISTING/PROPOSED
STREAMBED
CROSS SECTIONAL VIEW
BANK STABILIZATION WITH LIVE STAKES
EXISTING/PROPOSED NOTES:
GROUND I. LIVE STAKES SHALL BE SPACED APPROXIMATELY
3 FEET ON CENTER
2. LIVE STAKES SHALL BE DRIVEN UNTIL
APPROXIMATELY %4 OF LIVE STAKE IS WITHIN
GROUND

CONSTRUCTION SEQUENCE
AND QUANTITES
,. 53~ GR~<~y's
p°Q,o (53i01,,~i ~i
:;SEAL'
E 93
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PROIECr NAME LoWERY CREER
COt1NfY MACON DALE B-4Y-07
SONC~1'E DFNICIV CRODP,PA
~°
CONSTRUCTION SEQUENCE
1. Staging areas, stockpile azeas, construction entrances and access roads will be identified and
located according to the Construction Documents.
2. The primary construction entrance (as shown on the Erosion Control Plans) from Mirror
Lake Drive will be installed for access to the property.
3. The Contractor will install silt fencing, as noted on the Erasion Control Plans, at applicable
staging and stockpile areas.
4. The proposed stream improvements and structure locations will be staked for Lowery Creek.
5. The Contractor will begin stockpiling materials in designated staging areas. The project will
be divided into two distinct sections. General details associated with all sections include:
a. Temporary and permanent seed mixes, including applicable mulching, will be
applied to the streambanks and disturbed areas at the end of each working day as
definable sections are completed. Erosion control matting will be installed on top
of the seed and straw according to Construction Documents.
b. Excavated material that is stockpiled, will fallow erosion and sediment control
guidelines as they relate to material storage and stockpiling.
c. All remaining disturbed areas are to be seeded and covered according to the
Construction Documents.
6. Boulders and materials used for stream structures will be delivered through the primary
construction entrance and stockpiled in appropriate areas.
7. The Contractor will install gravel construction entrance off of existing driveway at 10+00.
8. A temporary culverted aossing will be installed across the ditch in the vicinity of 13+00. The
Contractor will install a stone silt screen immediately downstream of the crossing.
9. The Contractor will reroute existing drainage ditch to intersect the stream channel at 10+00.
Once rerouting is complete the remainder of the existing ditch will serve as a fill area for
waste material.
]0. All disturbed stream banks will be seeded, mulched and matted through this reach.
11. The Contractor will realign the channel between station 11+00 and 13+50 and construct
bankfull benches, A log vane-j-hook-rootwad-combo will be installed at station 11+SD. A
log vane will be installed at station 12+50 and second log vane j-hook rootwad combo will
be installed at station 13+OD.
12. All spoil material will be stockpiled in designated locations as indicated on the approved
erosion and sedimentation control plan.
13. All disturbed stream banks will be seeded, mulched and matted through this reach.
14. The contractor will remove the temporary culverted stream crossing left of station 13+00 and
install the silt check m the existing ditch.
15.11re Contractor will construct the Open Water Habitat as specified in the Construction
Documents. Waste material will be used to backfil] the existing ditch downstream of the
open water habitat.
16. The Contractor will install all plant material associated with the Open Water Habitat.
] 7. Al] areas outside the stream channel that have been disturbed shall be seeded and mulched.
18. At the end of each working day, the Contractor will be responsible far the application of seed
and straw, as applicable, to the newly established streambanks and disturbed areas. Erosion
control matting will be installed on tap of the seed and straw according to Constn3ction
Documents.
19, Once all construction activities are complete and project site is stabilized, the remaining
construction entrance and staging area can be removed. The areas shall be seeded and
mulched.
20. All woody plant material will be installed during the first dormant season immediately
following construction.
LDWERY CREEK QUANTITIES
ItemNlmrber Item Quantity Unit Measure Pay Unit
I 6xavation 2000 CY LS
2 Fill 700 CY LS
3 Loy Gene 1 Fach Eech
4 Lo !7-HookJRoct Wad 2 Each Each
5 Root Wad 2 Fach Fach
6 Coir Mattm 800 SY SY
7 Seedin 1.6 Acre IS
S Mulching 1.6 Acre IS
9 Gavel Construction Fstrance I Each Each
10 Silt Fence 280 !f LF
11 Te .O~Ivert Gossin~ I Fach Each
12 Te .Stone Silt Screen I Fach Each
13 Trans lams 3D Eaeh Fach

- - - - -
` ~
1 I 1 WILLIAM C. AAO
1 KAREN K. [ONNELL
229 ACRES
PAACEL 0023255
JA819S dCFESON ~ /
PARCEL 0925191 ~ 1 1 /
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PROJECT NUMBER SH
ENGINEER II~_O,~r
`,•`p1H iC4R0~~~,, PROJECT NAME RaEM CNCfi
2~;'fESSip ;ti ~;
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RAYMOND O. STRAIT ~ ~ .. \
PAACEL 0827327
PLAN/ PAOfILE
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PARCEL 0845648
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TOTAL
~.„
TITLE SHEET ECl 3
~i ~ PROIKT NUMBER
l
! 1196-07051
PROTECT NAME LOWERT CRHK
COUNTY MACON DATE 8-21-07
. 16 ~ MA coy co v~~Y

133 q6
IR ~ I LOWERY CREEK
° ~ "° LOCATION. WEST DILLS CREEK ROAD (SR 1303) NORTH OF ANDERSON
13 2
- 130 303 ,2B CREEK DRIVE (SR 1302) AND SOUTH OF WEST OLD MURPHY ROAD (SR 1448)
61 1131 1
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GRAPHIC SCALES PROJECT LENGTH PREPARED FOR THE OFFICE OF: PREPARED IN THE OFFICE OF: PROJECT ENGINEER
MACON COUNTY SOIL AND WATER
CONSERVATION DISTRICT 90NGATE DESIGN GROUP,P,~
50 25 0 50 100 PROP05ED LENGTH OF LOWERY CREEK=450 LF 191 THOMAS HEIGHTS RD R
„
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FRANKLIN
NC 28734 ~~ A~
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50 25 0 50 100 REVISIONS s~~ ~
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-------------------------------------- 'o ~'~RY NEL,„o
PROFILE (HORIZONTALS ---°------'-------°-°-° --°°--°
--------------------------------------
W. HENRY WELLS, PE $ ~ L1 ~~'!
5 0 5 10 PROJECT ENGINEER `/ _
----
.......................°------------ ~/
~1 P.E.
PROFILE (VERTICAL) -------------------------------------- SIGNATURE

n9e-D7ost EC-2A
DETAILS ENGINEER -
~..PiN CARp~"~, PROTECT NAME IOwERY CRFBc
;~=°,o`455ipti ~''' COUNTY MACON DATE 8-22-07
97J
NOT TO SCALE a SEA
Y "`~"'° SUNG;ITR DPSICN GRDUP,Pa~
L1 ln7
NOTES:
h USE CLA55 'A'STONE ON PRO. PAD i0 BE MINIUON SO'LONG x 20'NIDE x 6'OEEP.
2. TURNING RADNS SHOULD BE SUFFICIENT TO ACCONODATE LARGE TRUL%5.
J. ENTA TNCEl510NH~EEEH ~LBSLOCATED 45 TO PAOYOE NA%NUN UTILITyyYEE BY ALL
A T~CADRESISI~NGDINTHYSTONE TNAY"D~E ECESSARY~NTHROADNAYS~PEA ODIC
5~ BEYCNEANEFDN IPM IMMEOIADELY SWAY ONTO THE ADJACENT A04DWIY MUST
dpi
~p0
p0
2RA ~ E%
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
"DTES:
I. WIRE SHALL BE A NWA/UN OF 32'
IN WIDTH AND SHALL XAYE A MINIMUM
OF 6 LNE LANES NITX 12' STAY
SPACING.
2. FILTER FABRIC SHALL BE A MINNUN
OF 76' N NIOTH AND SHALL BE
FASTENED ADEQUATELY TO TIE NNE AS
DIRECTED BY THE ENGINEER
3. STEEL POST SHALL BE 5'-0'IN
HEIGHT AND BE DF THE SELF-FASTENEA
ANGLE STEEL TYPE.
SILT FENCE
STONE SILT SCREEN
SEDIMENT CONTROL STDNE
I'-6' LAIR
'--'-I F-
t 1~
\ J'NA%.
1
STRUCTINdL STONE
CROSS SECTION VIEW
NOTEA
I, USE CLASS B STONE FDA
STRUCTURAL STONE.
2. USE N0.5 OR N0. 5T
STOtE FOR SEDIMENT CONTROL.
J. CONSTRUCT DAN A NA%ILIUM
OF I Fi. ABOYE NORMAL FLOW
DEPTH.
TOP VIEW
4, LINE BANKS WITH CLA55 B
STONE 5'UPSTREAN ANO
ID'DOWNSTREAN OF 50.T
CHECK,
TOP OF BANN
2
tr
c c
STREAU RED ~~
I'•6' MIN.
FRONT VIEW
EROSION CONTROL CONSTRUCTIONSEOUENCE
1) Obtain grading permit.
2) Install temporary construction entrances, silt fencing, access roads, and other measures
shown on the approved erosion and sedimentation wntrol plan.
3) Install rain gage on site.
4) Contact local Soil Erosion Authority or State for on-site inspection by EnvironmenW
Inspector and obtain certificate of compliance.
5) Begin clearing, maintain devices as necessary.
6) Begin channel construction, stockpile waste material in designated spoil areas and
surround with silt fencing.
7) Ground cover must be installed for any exposed slopes, including spoil piles, within 21
calendar days of completion of any phase grading, Stabilize site as areas are brought to
final grade with vegetation.
8) Temporary stabilization must be installed for any exposed slopes, not at final grade,
within IS working days or3U caendaz days, whichever comes first
9) All graded stream banks must be seeded, mulched, and matted at the end of each day.
For this reason, daily disturbance is limited to the length of stream that can be completed
within work hours,
10)When consWCtion is complete and all areas are stabilized completely, call for inspection
by Environmental Inspector.
11)V site is approved, remove temporary stream crossings, silt fencing, access roads, etc. and
seed out any resulting bare areas.
12)When vegetaton has become established, call for final site inspeLton by Environmental
Inspector.
Contractor shall be responsible for complying with NCDENR NPDES requirements, including
but not limited to maintaining rain gauge on site, documentaticn of rainfall amounts and dates,
inspecfions and maintenance of erosion control devices, weekly reports and any other supporting
documentation as required.
E%TENSION OE FdBAIC dND
WIRE INTO TRENCH

- _ _ _
~1 ~1
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JAMES NELSON ~ 1
0.19 ACRES `
PARCEL OB2991 1
~\ 1
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EXTG ERODED
BANK ~ i
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ENGINEER

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9771
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' RArMONO o. srAarr
7.46 ACRES ~(; ~ ~
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/ EAbS
UMITS OF DISTURBANCE ~
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SILT FENCE
STAGING AREA
~ / \
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FOREBAV ~ STANLEY J. BAI A JR. \ \
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7.77 nCPES
PARCEL 09176

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TEMP.C~VERTEO SILT FENCE
'I ~ STREPM CROSSING ~ -

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~ '.... I W STAGING APfA ~
/ \
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AR 500 a WALNUT
~ANR- - - -- - -~ ~,...
EXTG ERODED \ \ \ \ ~ ~ UMITS OF DISTURBANCE ~ ~ ~j ~ ~. \
eANR
-_.
~~
- ~~ - - _ ~ ~ ~ ExiC ERiIOEO ~ \ '
~ _ ~~~ _ BANX ~ E%iG ERODED ,, \.
' -~~~~ ~~ ~ ~_ -_ __-__ BANX
\ EXTG BOULGER9 \"J\.7` ~ \
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71.59 ACRES \ \ \
PdRCEL 0895648 as
~ \
\ \ \
\ \ ~ / / ~ ~ ALLIjOO1ACRE5ETi\ \ \
\ \ \ / / _ ~ ~ ~ _ _ ~ \ PARCEL OBOO3O9 \
~ \ \ \
/ i
\ ~
~ \ ~ / / \ \ \
\ ~ ~ / _ \ \ \

WILLIAM c. deo ~~
KAREN X. CONNELL
2.29 ACRES i
PARCEL OB23255
/ ~ \
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/,/
`\ \... \ \
B.O'
CULVERr
P0.0JECT NUMBER SHEET NUMBER
rr98-0705r -
PROIECTNAME lOrtflrCAfER
COUNtt YKtW DATE 9'Pf'OP
SUNf~1E EESIGN GFlOI~~ P, A,
~:;:
50 25 0 50 lOD
PLANS
31+G©

PROJ. REFERENCE NO. SHEET NO.
kxlhumd / X-/