20081845 Ver 1_Site Plan_20081216

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1, 4,~. RB SOl~, CERTIFY" T,~'r~ `THIS PLAT ~,JA TIRA1~1~ ~ ~ I ~ ~ ~
t~tDER ~VdSIDN Ff3f7 ~I p('1UAL-SU : Y MAf~f? f}~lDERJ 1 f ~ ~.;'~y~ ANA ~ ~ , ~ IE00
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~4S AL~~ILAT{=I1 IS ~~,~i90, T 'f THIS ~ ~ ~ ~ f i ~ ~ , ~ - f>.Us~.'~~? _ AS. o ~n
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CONSTRUCTION SEQUENCE; N
1. Tnstall temporary rock dam below existing dam to r~ontr<>1 ® ~
sedimerttwhile draining existingpond; begin draining pond ~ 3
(by siphon system or~pumps}; when water level is sufficiently
lowered, begin removal of existing dam (maximum drawdown not ® ~
- to exceed one foot per day); direct flow to temporary rock 2 ~ ~ ~ ~ ~ ~I ~ ~
darn; complete draining of pond.
2, Install silt fence, withstone outlets, along existing channel
bank for protection during spillway pipe installation,
3. Begin clearing far new dam construct ion. ti
o~
4, Begin construction of dam cutoff trench and cot®; instal~i spillway pipe and riser; install stone filter around riser
drain valve opening; redirect stream channel to riser/spillway
m pipP~ vt~~~iT~
SGR.L~ ~ = ~ r~~p ~`T E ~ >91 ~ 20a®'
S Complete dam construction and emergency spillway excavation;
permanently seed all disturbed areas within 15 working days or 90 calendar days (whichever is shorter) following o-~~ ~
completion of construction; remove temporary rock dam and
usc: stone to complete installation of rip-rap aprono
6, After site has been stabilized, remove silk fences and spot
seed & mulch resulting disturbed areas,
ROUTINE MAIN`1'ENANCE;
` =
Inspect all devices on a weekly basis and after each rainfall
event, Immediately repair damaged silt, fence and stone outlets.
Remove sediment from base of silt fenoe as needed to provide
adequate storage volume for the next rainfall event.
NCDOT CLA55 ~ P~?P-PAP W?TH LINES `TE.MPO~AP~Y ~iOG~ DAi~1 TD CON~l~iOL LENGTH=44`,1~lDTH=23; DEPTH STONE=3Co't SEDIMENT WHENEX1STl PO~Ib 45
DP~At~IED ° H~~', =
b
SILT FENGE P,LONGz LIMITS OF {
DI5TU6~C3ED AI~rEA- PP~OVt®E r STONE OUTLET EAGH SIDE OF r
SPILLWAY PIPE, ~ n , ~
~ t _ ,~~~0 0 ~1 ~ T~
~i i i r ~l ~ ~ I ~I t~ ~ ,z~ 0 ~ o
r~lrr It t~~r ~,ptt4x ~
Elvl£PtCaEI~Y SPILLWAY-WIDTH =?~J t ~ t(!1 t
NANNEL TD SE EXGP~VATED 50 ~ r r ~ ` ;'i,' G ~ ®I ~
AS 70 DIPrEGT FLOW AWAY FROM; f i 1 ` AM AN TD OF ~tLL ~ t 1 ` ` ~ p. ' FAGS OFD D E , , t ~
~ t ~ ~Lt t ~J, r.
r~~ l v~ I t 's c:~'~
~ ~ ~ 1100 L,F. ~6"G.A.P t ~ i r ~
~ ~ I ~ ~ q~ ~ ( Q . ~f ~ y
r " G.A.P, ~lSEP~ WITH ~ ~ ~ ~
~d( ~ x 102 TI~AS 1~1AGIg £
! 12" SHEAPr SATE VALVE ~1~
~I
I ~ TONE. FIL.TEFi UNn ~i APED _
/ r ~ ® VALVE- MtN. HGT. = 2` F,XISTIN~ PON ® ~ ~
r I 10 WATER ~U F E ~LEV = 73.5
~ 1 ' VJATEI~ ~UP~~ACI? P~F~~A = 1~~i 7 ®~.F. C4~,2~ / a . F. C4~,2 c W
( / i 1 ,4
! ®0,

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° a
°
kook Abutment 5' ---t•
° ~
r - . ( i Weir Elevation
Class I and Tl d, ~ ~ Riprop ~ i
1'min.NCDOT#5 ° i
or #57 washed ti' ' ~ ~ ~ ~ STD11e 'ti ~sy~ 4 ~.i~ 60
ry / , I
~ ~ /.1uww~ F ~ C,C~ Pipe Out(at to Flat Area-
g~ ~ k ~ e,,>? P" ~ ~ " ~ Min. 1.5' thick Pdc Well-defined Channel
+r"'`' ~~'r , Rock Apron ~ ~ ~ ~
~,i ~ ° ° 1 6 ~ i ~ ~
- _ ;~3 a _ A ~

Cut-off Trench A
4_ ~
Filter Fnbric Plan
C~eass-Section Uiew 5EE ?LAN
FOES 1-~.t~IGT!{ ~
Figure 6.63a Rock Dam cross section
it ~ IL I!il °e® 9 h8' max. standard srrenyth fabric with wire fence ~'Irl--~~ I$ ~,~111 fl
Seeding mixture Species' Bate (Iblaore) 6' maxl~- extrastrengih fabric without wire fence ~FilEer
Tall fescue gp ~ ~ ~ ~ Section AA blanket - ~ ~ ~ ~ ~ '
sericea lespedeza 2p sty / - ~ Steel C I `D
yLth(E ~.E{~t~~L~ Kobe lespedeza 1p Po Seeding mixture ~M posy ~ Pipe Outlet to Well-defined
Species' Mate (iblaore) Channel Plas;,w or ~ , wire ides i "g",', i'
Tall fescue 200 (4-5 Ib/1,000 ft2j Seeding notes i. After Aug. 15 use unscarified sericea se©d. ~ ~ ~
2. Where periodic mowing is planned or a neat appearance is desired, ornii , s,~ rrTr~cr Wire ' 15 ?ti ~
Nurse plants sericea and increase Kobe les edeza to 40 Iblacre. fence " A
Between Ma 1 and Au .15 add 15 Iblacre Sudan toss or t O Iblacre Ger- P _ Y 9 9 3. To extends tin seedin dates into June add 15 Iblacre hulled P,er I P 9 g ~ Natural ~ ' yround l
man millet. Before May 1, or after Aug. 15, add 40 Iblacre rye (grainj. mudagrass. However, alter mid-Apr. it is preferable Yo seed temporary ; 7 ~'-6° ~'N COVer. y° min V'~, ~ I ~~:~:h
• Fra ~ 1~.~.,.~ Seeding dates ~ ~ .rw 3.A~. ~-~.v~~ „v ~ ~ , , ~ ~
. 0 t e., ~ _ Best: Aug. 25 .c. Nursepiants 8"::down&4'' ~~I ~ ~ ~
s SEGi~tEM ~.~J ~ SfF2UCTURAt Possible: Feb.. -Apr. 15 Between May 1 and Aug. 15, add 10 Iblacre German millet or 15 Iblacre ~ ~ , ~ car~rRO~ p ~ SrUNE -STONE 2A' . ~ f4hetrenchs ~ Plan ~ t 0 Filter'
e in must be done at this time add Sudangrass. Prior to May t or after Aug.15 add 40 Iblacre rye (grain). ~ ro,~" Avoid seeding from Nov. to Jan. If se d g CROSS sECnoN I fabric J .b
40 Iblacre rye grain and use a channel lining that offers maximum protec- Nore. ..__LL__ ~i6~ PLAt1
lion. Seeding dates srRUCruRr,l srcNF sRA~ eE (CLASS 'B`l STONE FOP ER05791J Bost Possible coNTaor ruRROSES. z•
F~Rer Cloth - Fall: Aug. 25 - Sept.15 Aug. 20 - Oct. 25 sEOirnE~rT ccN1R~:~ sraNE sr~nu -,~-~-s- r- rest mmm~s Soil a e d e t Wire
I c late winter: Feb. 15 • Mac 21 Feb - Plan View er No.3 oR Nas~ sroNE. ~,7 r , Apply lime and fertilizer according to sot. tests, or apply 4,000 Ibla re . 1 Apr. 15 fence ~
to I _ SiLTFENCE ~ ~ ~ , SILTrENCE ground agricultural limestoneand 1,000Ib/acre 10-10-10fertilizer. Ope a Fall is best for tail fescue and late winter for lespedezas. Overseeding of - 12" of NCD07 #5 ar #57 cross-section i ~ I ~ I(I ~ - ~I View ~ ~ _ , ~~1i
tillage equipment across the waterway. Kobe lespedeza over fall-seeded tall fescue is vet effective. y woshed stone t.5' r Filter ~Il~k-ill~lll~ SeCfionAA ~I~~,!~;Ij}~ ,1~-~
, Mulch i ~ So I amendments ~ Steel fabric Ebackfill trench post ~ / and compact Natural I Ief
Use jute, excelsior matting, or other effective channel lining material to Apply lima and fertilizer according to soil tests, or apply 4,000 Ib/acre Cross 6 Riprop T0e wEw thoroughly ground Notes bianke( .i a
cover the bottom of channels and ditches, and staple securely. The lining ground agr~~ultural limestone and 1 000 Iblacre 10-10-10 i®rtilizer. - ~ z max ~ ~ 1. La is the length of the riprap
should extend above the highest calculated depth of flow. On channel side ~ ~ ~ ~ center I SItrFENCE StLTFE:NCe` - r-~- slopesabove this height, and in drainages not requiring temporary linings, ~Arrfrh r~ifivn ci~rh ~ - r-~. I '~°oo°~o~~o~ apron. ~
° °4~ ° ° ~ Upslope, 2. d =1.5 times the maximum
apply 4,000 lb/acre grain straw and anchor straw by stapling netting over i1 Apply 4,000 lb/acre grain straw or equivalent cover of another suitable Min stone diameter but not less
the top. mulch. Anchor straw by tacking with asphalt, netting, or roving or by crimp - t- E_ Pip eoa°,e, Q" than 16,". EA51, 7 OF EDEN FAT"'tA-5A LLC Sheet o. 24„ min COUTACT: J1 ENNETT
_m mg with a mulch anchoring tool. A disk with blades set nearly straight can -4 Mulch and anchoring materials must not be allowed to wash down slopes e 0 0,,e,Y 3. !n a well-defined channel ex- WOODLAND DMIVE tend the apron Up the channel N. C. 2-7405
N be used as a mulch anchoring tool 4' to s where they can clog drainage devices. I banks to an elevation of 6"
Cross-Section View r s ~~N. Z Maintenance Maintenance above the maximum tailwater depth or to the top of the bank,
Refertilize in the second year unless growth is fully adequate. May be Figure 6.83b Stone check dam stone should be placed over the channel banks to keep water nn; cLhing mound the ntor~r VIEW whichever is less. p 50 lOp ly0 j a
Inspect and repair mulch frequently, Refertilize in late winter of the follow- uan-). o ing year; use soil tests or apply 150 lb/acre 10-10-10. Mow regularly to a mowed once or twice a year, but mowing is not necessary. Reseed, fertil STONE OUTLET DETAIL 4. A filter blanket or filter fabric
ize, and mulch damaged areas immediately. < height of 2-4 inches. Figure 6.62a Install should b installed between Figure 6.62a Installation detail of a sediment fence. the riprap and soil foundation. 5CA A"-L„ E I IBS PEET of g Sheet S
IN
052 1

~ ~ ~ ~ -
ti0ti-itOUTINE. MAINTENANCE;,;
1 L%Tf'NTION POND OPERATION AND MAINTENANCE GUIDELINES ~ ~
NOTE.. ALi COMPONENTS OF THE DETENTION POND SHALL BE MAINTAINED 1 SedimenC Clean-O~rt Sediment levels to be inspected every
mon~hs and sediment to be removed from the pond bottom whop ~ ~ IN GOOD WORKING ORDER the del~rth exceeds ttie permanent sediment storage elevations ~ ~ ~i
shown on ±he plans. Care should be taken to not damage the ~ ~ ~ ROL'iINE MAIN'i'EidANCE~ ip-rah filter baffle during sediment removal. Sediment ~ ~ ~
should be disposed of on site in an area away Prom ?bond
I~I ,.~'iow~ng -Every two weeks during growing season for grass sc as fo t~revent washing bae~ +~he pond. Ail ~Lred ~ ~
, EAP~TH ~F~M COI ,E (maximum grass height shelf be 6"). i~e,rrs should~be reseeded or sodded as soon as the ~a1. ~ ~ ~ Remove under rowth or sa lin s Burin mowin ~ g p g g g prooess and at operatron is completed. The owner shall rovide a benchmark
least once a ear. Control a vatic ve station Burin srowin p' ® ~ ~ Y 9 g g b g a the s~tc 1- se ~.n. del,erm;tying elevations.
season as needed. 2 thrnnel ~ -Emergency spillway sectia~rrs and
L. ~~ebris Removal - Rc;move trash and debris from the trash rack +~sr;hargE x,. is should be cleared oP sediment whorl buildup and riser and around the discharge/drawdown hole of the impddes no, n~ and tc prevent f,•om washing ofP ~
standpipe riser or discharge structure after each storm event site. Channefan:. bank erosion steal. ••e>aired by sodding,
or monthly, whichever comes first. Remove any debris ar trash ~eseading along with prot.ecti~~e nett;ug orlby re~radins and ,nom `he emergency spillway section after sac!: storm Pert. :r~egt;thing as raeded ;i;i °harinels shoul~9 be kept clear
r Slope ?Maintenance- Inspect earth slopes at feast once a mon~l! .,ECds, ar,dergrowth and .saplings during normal mowing
® r ® r EXITING daring dry periods for signs of seepage through the dam_ opEratrons Rip-ral'r ,hanne:l.y should be inspected for damagr~ ~
G l~OUN D T~lapect earth slopes at least once a year for signs o, red~,r~ `e the rip-rap and fnr egos-~i,r. ::nd.e?' `P~t; i~if;-ra}~ a1'trsr' sash ~ Burrows. Inspect earth slopes periodically for signs of mayor s±orm went Damaged actions shoulEi be ,•epairoci
aros:on, excessive settlement or slope failures. Minor slope immedzate~iy ~
! I fa; lures Should be repaired immediately by seeding, sodding
y~q ' l ~a ~ w or rip-rap replacement. Por repair of other tyues of Prtnclpfe. Spillway .ryst,em - Spii~iway piping should be ins ected after ma trr storm events foF removal of debris and ~ a:fures seepage urohlemsor rodent control, thy, owners p ~ ~
snauld contact the governmental office having iurisd~ctao~:~ Crash. The riser and. piping should he inspected at least Dace
`oc watershed protec:ior,: a year for signs of seepage around the pi.~e,, barrel, corrosion 4. Drain Valves or Gates -~Sfiou!d be operated from the (ally ~f materials, displacement of the standpipe a nI rischarge
im 6•' Go~E /CUTOFF T~ENGH c:osed to the fully open position at least twine a yria.r wiping, lealfage around joints or depressions of the earth
around the pipe barrel. Repairs ~,a~ruld bc; made ~ytly~ Pipe
sysl;ems must he repired when they cannot be rei~rr;rod ar,d when corrosion is sr~ sevr~re that they are no forager
COf~E/CUTOFF Tf3ENGH TD ~E CON~TPaUCTEDOF IMPEF~VIOU~a GLA1P MATEP~IAL.; watertight. PrinciprGi spillway s,rstem replacement. shall be
MATEP~IAL T'D 13E PL~+CED 1N L005E LP+`tEPs~ GOI~PACTED 1~JlTW ~EEP~ FOOT TYPE. E~UtPMEN°T TO 95°/® OF AXIMUM pEIV~ITY tN ACGOP~~At~1GE de tailr~d, approve8, constructed and certified in accordance,
IT1~ ASTM 69~. E51C~N i~EGtUIP°?~1~ENT~ TO E V~F>IF1ED I~1' ~O1L~ with t.f~e governmental office having jurisdiction for waturahad proter,tiara, Alf seepage control methor'S must Ire
ENGINEEPt, designed and conatrt~eted under i;he supervl.>iorr cf and
certil',E:d by a professional engineer experi.e?,ced wlth dams.
T~
FILL MATE~tALS TO E FPrEE OF DEFT, WASTE FOIE MATEFa1AL5,
o ~ Ir T N " N ®fAMETE OPEC VEGETATIVE. MATE.PtIAL~ Pi OGY4 AP~~EPt N Co 1 5L e - ~
EEPE THAN Q-; SHALL ~E STRIPPED ANp PL i~ED, 5CA1~1FlE® ENGNED ST Ps l , ~ 0 ~DI~EN UP TO P1~OVIDE SUP~FAGE BOND BETWEEN EXISTING 5>S~FAGES AND 9
FILL MATEP~IAL. ND AG>SFILL Ot~a FILL MATE131AL TO E PLAGED ®N MUDDY,
FPaOZN OPr FPt05T- COVEFaED 5Ul'~F ES. FILL MATEP3IAL FOFr DAM TO ~E
PLAGED IN "LO®SE LIFTS AND COMPACTED 4~llTH CHEEPS FDOT TYPE EQUIPMENT
0 NS1TlE5 A5 EGOMMENDEI7 501L~a ENGINIrEP~. ~ACl~sFIL.L AP,OUN® I TO E PLAGED IN 4" LDOSE LIFTS AN'D COMPACTED !AlITH HAND-OPERATED
TP~MPE~S ~5~/® OF MAXIMUIO~ Y ®ER151TY FOPs A MINIMUM 2' DEPTH ®VEP~TOP 6°® / 1
OF PIPE. b''
II '
~ . l9 m J o ;
NO SCALE ~ -
I ~ ~ G`(LINDEPi TO E 10 GA.
P1P~~UGATED ALUMINUM
II 1NELDED
AN71 ~ VD~TEX pLATE.S ,
toz6t
T~GIh 'GELD----~.= 8
ALL APtDU~Ip = EXISTI~l~ - a0 ~ N
C~t~0U1VD ;,__3
SPILLWAY CHANNEL TO SE la ,I ° ~ pE ~ X !2 SPAGE~ N- N~
P~MAINENTLY SEEDE® ~A~ (7YPiGAL) -
~ I~ ~
,
f34 u 3
2 D'
l A
1 ATED F 13E ASPS C 130M NOTE TOP TD F 2 :D ~~aM Z N ~ ANGLES ~ o.c, ADD E ©2" Dc~. ~`io°G. e__
G LINDE M T ICE FASTENED Y ~ ASTENED FIP~MLY TO TOP OF P~ISEPi; SUPPOP~T p,P~S TO ~E 8 '
WELDED TO T®P bF P115EPa Dl~r ~0. ISEPa OFr ATT~C~$ED ~Y ~TPaAPS 130LTI?~ TD TOp OF P115EI~.
NO SOLE
NO SOLE JO SGA,LE.
55 ° w
l2'
p OPp To l~
TOP _ ~~.0 ~
Q~®® FW~T E TOP = X9.0 s~,oPE~coPOp SLOPE ~0 POiVD g 0-
5~.0 MAX. EMEC~CaE.NG~' d
~JATE~ Uf~FAGE-~3, a 12" 5H~A6~ LATE VALVE ON fl ~ SPILLWAY- X70 I~
HtGH FP~AME; VALVE TO ~E CONTEGH _ = - -
MOD~t S~ 0~0 OPiE AL• E aP QU , FPjA1Vi T 83, 5 0
STEM FASTENE TD 9E GALVA~t1ZE.D STEEL; GATE TO E ATTACHED WITH PP~OPOSD GSA®E ~ I
~/ATEP~TICHT GONNE.GTIDN
I~
F~tSE ~ •A
PP~OP05E® GP~ADE
p ~ ~4 IA• , I ®GA. COP~P~. ALUM FrISEPs WITH 102~~ plA., IOGA.TP~ASN P~~I~
~ ~
EAF§TH COPE ~illN. 2` FA~~IG
CUTOFF TP~ENGI-4 0llEP~LAp
D~AlN VALVE 1NV, = 75.5 } STONE DIAPNPrAG1~1 SEEPAGE FIL7E~ ,
- ~Gu C®P~ PIP- I~APAPI~DN - NGDOT STONE TO ~E ~7 ASHE® STONE; FILTEPa ® i~ a TO ENGL05ED 1NlTH LAYEP~ OF NON° ° b ° ° ,
~ SLUM, P L loo L,F IPE - I®~ C AS5 ,WELL GPyP,DED. uJOVEN FILTER FA~P~1G ~ ~ " , (MIP~A~1 14O N '
1.5 Y A. EX , TEND MIN. I UNDER I~i~E •1' E~UA L.> e . ° e led < u ! e ®e ° 0 6.+
POND OTTOM ~ PI~ItVCiP EXISTING AL SPILLWAY 75.5 PIPE ,.t ' e a y° °
C~~Ot)ND ~A•• E3C1~Ti4JC , 9 ° 1 A e • ° ~ ° ° °
74• . D ~ n .a, ' . . . a
t~
f~69E~ TO ~E ANCNOC~ED IN GONCP~ETE
SASE• SIZE = lol X 10`X4.5' DEEP ~ NON -WOVEN STA~ILIZATIDN ' FPs~FrIC - MIP~AFI GOOX S~ p~lraelw
OPt EQUAL. SPILLWAY << PIPS . e
NOTE ~ OUTLET PIPE , P~tSEP~ ~AP~i~EL ~ TPtA51~ P~,~,Gty TO SE 10 :~A. PVG DPiA1N -SCHEDULE ~O PiPE '
I COPrI~UCA^(I?D ALUMINUM PIPE CC. A. P) bP~ALUMiNtZ~® STEI=I. I (tJ4T PEP~FOP~AT~~)s D~AttJ LINE TO ' , ~ ' ° ° ° e . •
T`lPE 2 (A5T 2 P) • JOINTS TD ~E "HUCaGEPj'i TYPE ~AI~II~ s OPt GO~I~UGATED SANDS WITH t~lEOPP9ENE GASI~FTS, ~~A.cE~ SEPeLF,D t~tpt~TAN/~~1 ALT lE~F~ ~A9 I~G]I~tutTN9IN e e ° ~ , ° , d 0®~~ Y I~l /l'~t~Ir1J 1 ®~T6®IV tlV IT Il'6Y A.. A A , 1 ' ~e °
DIAPHPyA~M T® ~E PEF~FOA°TED WIT1~ e ' , e N '
lf°.~q ~®LES~ ®~1~14~1 TO EXTEND FP30M ~TO~t'E DIAPHI~A~M TD D15GHAI~E.
1NTb D01P~~lSTi~EAM GHAi~1NEl; OUTLET Shee4
4^afP9 °8°n uneor r~f.sr .nom a svara ° a rn M1WBBa Ae4° ~ tl eta®~ l^f A'L w.ae a .m cr_r_
=ITV 9L/ nr~VL: r-VL, ur7IVICIHL. v/-~rti~1tMj JA'' rva-I V "d'%IIN L-INC:>- R
~ DETAtLs Foy PF)INCIPAL SPILLWAY GUAPW 5CHEVULE Pr® PIPE
NO 5GALE
ANTI - 5EE,P 5TONE
~ NO NO 5CAL5
of h-eta p~2i

i a rt. ~4 i °f~ i. .~,F . 6
~ ~ ~yW , . h ~ r_ . ' wr'~r~~~ ~ v.
t $ ~t ~ 9~ _ ~N ~ A
0 .'b~.L#'~'~' _ ~ _ StxY'.'~~#'".+~. .-.:~Y x r '~-1 ~?i1 _ r rt ;:L~a~.
' ~~-'Total Wetland Area (Total Ppnd Area Total Stream Len ~th , ' ~ ~ i , ~ ~ ~ .I_ 9 Stream length 240 Ft. ~ 1
~ r t ~ ~ ' ~ . ~ + , r~~' 0.97 Acres) 4.7 Acres 240 Feet ` s5 ~ - - ~ :T f^'" _ ~ ~ - ~I X59 , ni~`,~ P c { N
t~ t~ d ~ i.. -i"r ~ ~ v, y.~ r ~ f fj~ i r ~a Y. ~ p4 ~s'+w, d ~ ~ • ~ ~ is '
~a ~ °~„r( Mars= s 0 .r i7~ ~;~7 K ~;,.n
res a ~ 1 i w, ~47,~. , 7 lei, r.' ,j
n 1, ~"T f ,K ~ a Y - ti~~r~s7.~; t~ { Jar a Y~~ f
~~,t .~~Y~t ~ ~ }>(r ~ , ii: ~ 150 F~ Nlafk ,y; ~ ~ F ~ ~ ,r ~t ~~,t
y~~', y[ ~'~ll~ } j .N' n ~ 1 A: ~T ~di I4' ~•p:'S'
!~h '~14~r ~4. ~~"I«S tf-~~~~„tr ~ F ~°~f i. ~ E.. ~ !I tN'~ ~'."i D 7~~f.4~ ~j y{y' , a+µ( .I" ,+~A J~a err. $ ^ ~y E yWy~ T''~' `3
~ "I-~ . ~ 5 d Vr' .T
* ~k~ `ti's(' ~ rr'~" ~ r ^ ~ ~ ,,,i,,,.~~',~ ~ ;a ~ , ~ 7 Y ` -r ~ f t ~`b : v
8 • ~r~ 1~~ ~~t'~, rd~ ~ ~y3r i~~ S r G~f r ~y@ ~~~ir r~ ~ J E. ~i1~ ~~F a~ t °.r 'Ibr or :,4r",` i S1 r Sfr 3 E ~Pt ~r y ,Y,r n
>r .rv t ov , e ~ +i TF .a
4 r~A y 5~: ~ 3~~~ >~4 4' l r r ~i i`~8 Via}' .~e~- Z. >
,a~ ~ ~ o+:5 + 1 r ~r ti a i.
,',~R`.qk -P,, ,T a' `~d'flfu k'v xFk' i .t. rP; 1 a~'~ r tr~'rG ~~a i
~:'Yki' ~ti4,~~~p -a a~n ~s.}~';d}<s aY r`; ,ai?y ~'i/ r ~i~ ~~r.r•xr ~ . ~.~q .t ` >
- f~i , iR.¢; ax 'a'h a~f G 5i,,:.. Sin r s c., bG': i~ ~ ' i4' ~ .x}; P ,3 . 1 a,~ ~r " ~ Vii. G ~ i tr t ~ ~i d ~~..,aD} ~i„
~,r k ~ , > _ ~ ,h6~; ,'t r o„b0` M t 'rig a r~e y Y 'a' ~ ` 't: ,i,FT~ y~~r r r s,,x~ 0.01 Acres
tt ~ ~ ~ Pond ~ ~ y , ~ U , ~ a ~ a a w~ i..:d:S r"~~,~y*~;"~~^4i ~ r'~''•4~+ ~ ~ ~ . ~ « ~ ~C ~.G ~.J Mri~eg 1 r ~ ~ ~ r R ~ ~ti >
> 7~, tier ?,.q ' { >i1 'dc. - S .a wl t" <i< , ,v t a: ,~a~~ ~ '.~-..r> ? a A., r ~ g ~ . if y,#-~,, ~ ~ rr i f'~y! i ~ f~
y~ ~ ;~'ti ar. ~ ,t hty r. ri ~ r'-r r m r~ a ru ;,ry~~ ,•t, i;d:. ~.~~,,.r'd td t.'v, y7 ~~5~~, ~ ~F'~6 r~~.~. ~ ~s.. - ~ '4t ~i' ,de d ~ f ~r~{a. r ~t3,rw3 ~ r ?c,. hr',~ r{~ .t 1~. trr,~ a >~F ~ti'?
gs• " ~ w 'w ~d-.,~r 1 ,G'LCq 7<' ~ +vL ~y„~ ~a, ak 5;'
t., i,. t~~' ~ ,gym 7~~A~, ~ S .c~~ ~ ;~q"~ va ;i,F.. Fy >f~ .~N,.. T' ~~V, ~ `.,r,. ..~~x d "`I e .Sil~r, " r x~.. ~ . ~ ~ ~ r~-. f ",x ~..e1 a. s r . y 40 ,6 {,u: y. t4 t v.', v<~~' ; ' ~k
a s '~~ti~e' i:. ,.f,e' ~s. ~ ~ q 't.rt.~ a: 9 t `,:x ,3 ~t~: ~F S u ~ '~x ~ . ~W `~J i ~u ~ ~ , v ,l7 ~`:r. AZ d,> .,ro .^H.. r 1 r: ~ R rn,,.
t r ' , w ~v'~r > ~ do ~o, t r' ~ ~ 's'r r >tl,i 7 , >K5
.S&t, E..k . ~ . ~tr~ '„y j, d4` g a , t ,r ~ j ~'i'~, r't .~h, ar. r ~t~ ' ~ 7f' r r r. Y r - r ~r.
~ i~~r. ' aq;~ yg r~ ty,~ c~ ~S ~ r~ p/~!f , a ~f a,a,t r~ ~ s`a "~,a ~ f1~"~~a
~ ° ~`k ~ ~ rig .,n 1 ~W8 ~ f`,~,~'i n: P r ~ a t v e ~ 'Fq~ a
~ ~ ; r; 0 ~45f1 .r ~ '
~ ti ~ • ~ , u Std f,, b ~ ° a s rx l i F ,
s' ,~`v ~ z ~ ~r~"e F`F3 ,.S2C'. ~f r r E~i~~G
a , ' 'K ~ ® ,F ow70 ow7,1 i p r,~ ~ ~~1 ~ 11Wp1~ `~nW15 ~d~~ ~ ~`4 ~ a~ ~ ~ ~ r ~ > ~ ow0.2 ~
ar E ;'~,k~ x v 1 ~ fir,`. v t~ ~ t r y , 1 S - n' a d
3F G
G~S'ii r~e ~ ~ r ~ AOACf@S ~r ~ W5 t1W~4 ® ~ c ~i~~~ ~j it 94 c: ' ' li ~3 ~ ~ I1W~9 'n ,.ld ~r
~ ~r~ ~~1~ ~ a a t3'1 ~ r ~~r' ~ 5 ~ P'F~"IE j~ rSF J~t 3 !h' 1? t ~ ~F P~ r
P Y l ~ ~ - ~ r ~ z ih ~ ~ n~ C;S~ ~ , X14 r ~ ~k ~ ~ ~ ~ ~ © riw,13
~~~4r r ~u, ~~8 s z~g~"i g~ ,~f~, flti ~~l i S r~>~ r s~f~f - f m S.,p ~F L h J A~ ~ N Y
~ i ~A s ~ ~ 1 s~ .r t~~ QOIACfeS ~ ~nl'J21 .~I1W~2~:p1P -
y ; q s. ~
~ A ~ r'~' ~1~~ d"S, rl ~}d _ 0 05 - "'F - ~ s r y', a ~ 6 tr~~ ti: a °~Od'~1 +s - S' ~ r
~ f y ra r' ~ r r ~r li' a'~~ n v22
a 0 t~4 i
id y o' r ` t ~ ' r ~ d'
~r ~ ,~;,i~r5 c d. ~ r1 ~ ~ a ~ ~ ~~>a HIV 10 ' 1` ~
} s 0 03 Acres ~ ~ p10
~ a~ r ~ ~ ae smv9 a ,
i i ~ P, ~~H 5 J.~ ~ / ~ ~
`S~kr i{ t1~s ,a~ ~aJ2 p102 r; ~ 4 ? ~ r ~ i ~ ~ 'ti' ' a° ~ @~ s ~ ~x , ~ a ~ ~nw8 ~ , o ~
c ' i r r~iy, ~ ~ P9"> ~ N j~'' t ~ ~ ~ a; ~ t. o r
~ .l ' f r r ~ a ~ iS k E0, Jl / , / ~ ~1 f1CfeS s R r ~ ~ ~ 1 -r _ Y y ~ ,
c t i 1 ~ k~~ a n _,tt n xtiroe~'fl .f e t i. h' nw7 •d / ~Y. J k~'f. ~'G?2f S 1 •y 1 ~ / / / 5 / . f,. - ~ ~J J
e: r,;.rS ~ ;S x9' l~~;~r r' i/~~ / ' ; ~ C7 r~ _ ,y~' ~'y
~ ~ ~ ~6 0 01 Acres ~ Q ;.a O O1 ACfeS ~ ~ i / / / G Y~ F a t
m { 1; r ~ f,1 r, 0 29 / / ~
a ~ / y f / ,
y ~s ` ~ ,a , , r: Pond ;~.4 e a fi nW5 ~ ~ 0 23
s x if~~,^ ~ ~:-y: /%i4.4Acres ' / 1° f~'~ 3.. 1 f' 1 R ~ a;.,.. ~a r r ~ , / ,,5,: ~ ~ 11 aCfeS i J ii ~.x
~F~ ~ n9 , /,i / / nw3pq I /r„ _ ~ t h ~ ~ , I ,
~ }'pa ~ f~-fir ~ }r .,',2;, ~ i/ / / ~ i ~ ~ ~ I Y~~ ~ ~ ' a
~e a nai. / i/ i~ i/ ~ C3 ~1~'lfZ i'' ~
F Q l Y "+15~~~ A y~t F ~ ~ j / / , /~C~ alt n,CP ,
~r.. ,f x s~+~, 4 :xdr~ i ~ / / i'.,OW9 r.Y 3 a ~F; ~ r
gfS 1 .rs 7' ~ -n 1 ~ Tn l' ~ ),:r s Y p a:, - 1 i ~9 a n i ~ / / / t r~" ~ 'r~~ ~ v a
-0 r ~ ~ K ~ n / i , " ~ ~ r' ~ Y 1z r ~L t~ i i / y' d^= ,r F , ref s"_
C ~ ~ 5 ~ ~i "r i , ~ ~ / ~ , i ~ % OW4 L,/ M ~I ~ ~ ~
~n ~f,~ ~ t ~ i /,/i ~/i / ~/i nt r ~ a.
' ~ t
~ " ~ ~ ~ ~ > i;%!~~ ~ ~ Additional GPS Points
rk ~ ~e "~'N~ / i OW6 ~ > E ' ~ a, ~ ~ K. ~ .c~21, nz' ~ Stream ~
a ; ~ ~ ~ ~~See Figure 5 ~ , i ~
~ a ~ ~ f ~
~ k „N,, r e~ „.w r w ~ ~01' detadS s ~O~cl 4 ft ~'ft,,i n3 ~G ~ ~'r :I~ S, ~ ~ Stream ~ C~ ~ '"t , 5 i S ~ k
'~i~ ~ , ! s~; ' r ~d. u ,G ~ >''~%n4?1~ ,-v~y,~-1 i aL~ .r w~,~ . ~ a "v a > 9~~ .r~ fir" 555 1~1. ~S. l F;?
a""'"` ~ r ~ ~ ~,~~t~~ d r fir/ ~ }
~;~r ~ ,r ~ ~ ^S3 L~Srn ~ n5 ow13 ow11'`~~~ ~pe~ ~aler ~ 7 t~." ~ s5 ,s7 ~r~14 w4~~'.' g~: e,
r v ~ e ~F ~ ts' ~ S1r ~ k,U ' t ~ ° ~ 0.16 Acres ~ ~
' " ~ ~ n a ~ x ' .G c ~ ~ ~ ~ ~~r ~ Wetland ~ ' ~
,r ,wr,~ '.v1 a ~ ~ ~ G.Sfff ~ ~s}. y,, ~ ~ ~ i >4~ r~. ~ ~ J , r;~,.~'r _Y 1~ AJ . . . , i ' JJ"" , sur"..~:~8~.~., '~e_ a..:: h. 'y,~~ 4i .c~:'~ :'S,a~f, ...a~,...~ ~c~::~~ ~,.r
SCALE: ~ _ 85~ FIGURE
DATE: APPROXIMATE DELINEATION nlo.
11 _n~_nQ _ _ _ _ _ _
LOCATION MAP DRAWN BY. JBP 9 lyl
EAST OF EDEN FARMS DAM REPAIR 4
PROJECT NO. ROCKINGHAM COUNTY, NC
1588-08-057