20090795 Ver 1_Site Plan_20090721

~ ~ M
R ~1°EE~ PC3S1`S, EMI3~0 2 FT. c~ ~
V~IHTOF NOTE ALL WORK WILL ~E DONE UNDER 0 E S G
T' ENGINEER, AND iS OREN TO RANDOM 1N~PECTiON BY COUN Y ~ a N
TE FFICERS; AND 5TA 0 MAX. ~ a ® ~ 4~ l~J ~ ~ $ p 6 a -s Q ~ ~
t 1®; ~'°p SILT FENCE MATERIAL j ~ I ~ ~
S 0 CONTROL PERMIT AND PLAN APPROVAL FROM THE 1; OBTAIN GRADING ERO I N Face SPfGLWAY 1z' Deep ~ , ~ z ` 0 --a~ ~ f SUPF06TED ON I'iOG ~fiRE
CITY OF WINSTON=SALEM INSPECTIONS DIVISION. , v~rH~srwasHe~srare O ~ ~ ~ / ~
SPEC QR AND DENR LAND UALITY OFFICE 5' fDE MIN ~ ~ 2, CONTACT EROSION CONTROL IN T 4 W ~ ~ ST1 BERM N
TO SCHEDULER PRECONSTRUCTION CONFERENCE AND AN INSPECTION FREEBOARD ~ SCHEDULE, ~ ` ' . . .
WEIR ~ : ','t'.~ TE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL spluwaY a~° Deep o~ass a , , , , 3. CLEAR 51 Ripeapnvesrrpez `.,~'~i,,.','..',.`,•~,,`'
MEASURES A5FOL~LOW5; ~ erJaiNeesiNO E:aaRtc m'P~ SEDIME T TRAP LENGTH = L ? ~ , v 1 'A l ~iW. EI J
A. TEMPORARYDNERSlONBERMS, ~ ~ ~,~~.,ti.'r,,;., I l o \ t ~3{.~l£' \ \ 's rat 1 °,~,'ti ~
B; TE PORARY SILT FENCING. ! p ` ~ M I t ARS I P SOS I I ~ y
I ~ SEED EMBANKMENTS AND DISTURBED AREAS OF SEDIMENT TRAPS AND ~ i~ ` ~ ALL 5fD6 SLOPES 2;H 1V ' ;
DIVERSION BERMS, (INCLUDING CLEAN WTER DIVERSIf~N) UPON COMPLETION TRAP W FT L {FT) D (FT} S (FT} ~ ~ ' OF TWEIR CONSTRUCTION. z ? I ~ ' ' ; 1 / ~
TST1 20 40 3,5 4 o ~ ~ ` ; ` 4, BEGIN CLEARING, GRUBBING AND STRIPPING SITE AS REQUIRED, STOCKPILE c I I 1 ~ A
TOPSOIL ON•51TE WITH AREAS PROTECTED BY EROSION CONTROL MEASURES TST2 23 45 3,5 4 ~ 6 FLOW EXCAVATE TRAP Tq ~
r 0 1'D"DEPTH I FOR LATER DISTRIBUTION ANDlOR REMOVAL. ~ ~ ` t. sal \ ~ ~ , ~ , , , ~ BOTTOM
5 USING TEMPORARY SIPHON DRAW DOWN POOL LEVEL APPROXIMATELY 10 F>", ~ I , t T ~ E ~ ' w X24'' i, ti ti~ L \ \ ~ l r
COMPLETE CONSTRUCTION IN EMERGENCY SPILLWAY,. ~ ~ ~ ~ p~ ~1 , . ~ ~ 1 ~ r ' . '
6; BEGIN SITE GRADING. MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE to 9 ! ' a L AD ONA EROSION CONTROL ~ W W[TH MAINTENANCE PLAN, BELOW, INSTAL D1TI L ~ I ~ ~ i ! Q , i T~9
MEASURES AS REQUIRED, ~ I 1 I ~ TRENCH INTO ~~~lCH INTO
S T MPO ARY DAM iN STREAM AND DIVERSION PIPE TO BYPASS ANY I ~ ~ ~ ~ ~ BOTTOM AND SIDES 7. IN TALL ~ R , ~ ~ ~ ND SIDES _1~. i e
FLOW THROUGH EXISTING PIPE,
INSTALL PRINCIPAL SPILLWAY STARTING AT OUTLET, INCLUDCNG ENERGY POROUS BAFFLE {TYP.
DISSIPATOR. LOWER POOL LEVEL AS NECESSARY.. SCHEDULE CUT fN DAM
EMBANKMENT F'OR PERIOD WITW LpW PROBABILITY OF 51"ORMS, 0.15E 0 25L 0.25E 0.35E 9: DRAW DOWN POOL TO LEVEL APPROVED BY ENGINEER, REPAIR AND. PLUG
EXISTING PIPE: INSTALL NEW SIPHON FROM) INTAKE UP~TO~ DAM CREST. ~~~1M~~.T T~~P ~.~F~E_S
10. FILL SINK HOLE, Scale , 1 /2" .1'-0"
11, FILL EXISTING PLUNGE POOL AND PLACE F{LL ON DOWNSTREAM FACE OF P..~
EMBANKMENT,
12, INSTALL REMAINDER OF PERMANENT SIPHON; 4
13. RESEED/STABILIZE DISTURBED AREAS IMMEDIATELY AFTER FINISHED GRADES HAVE BEEN ACHIEVED; TEMPORARY VEGETATIVE COVER SHALL BE PROVIpED
T BE AT FINAL GRADE BUT WHICH RIPRAP 15"MIN OVER DISTURBED AREAS WHICH MAY NO 12 of #S7 NcaOT
ASHED STONE WILL BE LEFT UNDISTURBED FOR MORE THAN l 5 DAYS.
1 CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE 1,5~ FACE N~ITH NO, 57 STC7NF LASS 6 RIP RAP ~
COVER HAS BEEN ESTABLISHED OVER ALL DISTURBED, AREAS AND SITE HAS 5' ~ ~`°"w°° All Sid®Si~pas 2N.~Y
I EMOVE ERO ION CONTROL MEASURES ONLY AFTER FINAL MAX . BEEN STABIL ZED, R S 2 ~•r
INSPECTION AND APPROVAL BY INSPECTOR. 15, SUBMIT AS-BUILT DRAWINGS. E A
`ra FLOW, e ~ j~,l VdB~ , ! ~
FILTER R I TR N' FABRIC }
cuss SECTION
1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR
STABILITY~AND FUNCTIONEACH WEEK AND AFTER EACH RAIN~'ALLEVENT,
2. REMOVE SILT/SEDIMENT FROM TEMPORARY TRAPS WHEN ACCUMULATED ~~~N ~ O
VOLUME HAS REACHED SO% OF CAPACITY,
3, REMOVE ACCUMULATED SILT~SEDiMENT FROM BEHIND TEMPORARY SEDIMENT FENCE WHEN DEPTH EXCEEDS-,APPROXIMATELY' 0.5'R REPAIR AND REPLACE OVERFILL 8"
SILT FENCE A5 NECESSARY. 21" FOR SETTLEMENT N®, 57 STONE Cl~AS5 6 RIP F1AP 1 ~ ~
MIN 4 MIN RIPRAP 4, SEED AND STABILIZE TEMPORARY. DIVERSION BERMS IMMEDIATELY AFTER ~X GHADE ~ ~ y
,~ti,~~, CONSTRUCTION INa.UDING "CLEAN" WATER DIVERSION BERMS, RE•GRADE/ f " 4 t 4\ t1.5u ti qti f / f f i f { f+f~F
REPAIR BERMS AS REQUIRED. ~ . 2:151DE
5: CONTRACTOR SHA ~ ~ ~ , ' SLOPE MAX EMERGENCY LL APPOINT AN ONSITE INSPECTOR AND MAINTAIN FILTER , 9 m
RECORDS OF INSPECTIONS IN ACCORDANCE WITH THE PROVI810N5 pF THE MAX FILL FABRIC `fk • ~ • ~ • ~ 1,1 SIDE BY-PASS GENERAL NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION f • • ~ ~ f SLOPE MAX 6 BELOW 2 (TYP)
3' NATURAL SETTLED TOP ACTIVITIES, OF DAM SECTION "A" ~ Z ~
M MIN GROUND
STONE SECTION DIVE D ~ FRESH~fATER RS~ON CHEC AM ,
912'"=1' N ~
~.PBEPA T11;A nN AIVIZ~EEIZ.G ~PECIFI TION ,
1, STRIP TOP 4 • B" OF SOIL (TOPSOIL) PRIOR TO GRADING AND STOCKPILE AT THE DESIGNATED LOCATION FOR RE-USE,
P O BE SCARIFIED 4" DEEP SPREAD 4"TOPSOIL LIME FERTILIZE TEMP®RARY SEDIMENT TRAP DETAIL 2. SLO EST , ,
COMPACT SURFACE BY RUNNING A DOZER UP AND DOWN THE SLOPE, SCALE: 118" =1'
SEED, AND MULCH,
3, AlL FILLS TO BE COMPACTED TO 95% OF ASTM D 698 (STANDARD
PROCTOR), EXCEPT TOP 1 Z" UNDER BUILDINGS AND PAVEMENTS TO BE
100% COMPACTED, 4, SEDIMENT TRAP TOP AND SIDES TO BE COMPACTED; LIGHTLY SCARIFIED,
SEEDED AND MULCHED. LEAVE BOTTOM BARE SOIL, wa ®p1
5. INSTALL PERMANENT TURF REINFORCEMENT MATS (TRMS) OVER BITCH a 0®
OR DIVERSION, SCARIFY SUBSOIL 4" ,SPREAD 4'° TOPSOIL, LIGHTLY ®0° , o° O,~ 4 0 ~J~ 000 O W
COMPACT, LIME, FERTILIZE, ANp APPLY MAT. STAPLE ACCORDING TO
MANUFAG'FLIRER'SREOOMMENDED PATTERNS,' FILL ALL VOIDS IN MAT
WITH PULVERIZED TOPSOIL, THEN IMMEADATEIY RAKE IN GEED. OVERSEED AS RE UIRED TO ESTABLISH UNIFORM, DENSE, PERMANENT R i S" ! 924697 1.53 #t PT STEEL FENCE POST AT 6`-0" OC ~ ~ °®~,MC ~Po
TURF, INSTALL ROCK OIJTLETLENGTH = 6' ~ ®a^so INE o° ~
INSTALL TEMPORARY EROSION CONTROL MATS ERO MAT OR EXCELSIOR) 6 (
OVER DITCH OR DIVERSION, SCARIFY SUBSOIL, SPREAD ~ TOPSOIL, "TYPE 3 CLASS B ENGINEERING FABRIC # SAD MENT FENCE ppST OF ADJACENT ®ae,~o(~y~~®~qs~~~®~®~~®
E FERT L E SEED AND APPLY MAT; STAPLE LIGHTLY COMPACT, LIM , I IZ , , CLASS A RIP RAP E ~ ~ ~
ACCORDING TO MANUFACTURER'S RECOMMENDED PATTERNS.
OVERSEER AS RE UIRED TO ESTABLISH UNIFORM, DENSE, PERMANENT Q TURF, ° ~ / N0, 57 WASHED STONE {TYP) ~ c°~ r
7. ALL OTWER DISTURBED AREAS TO 8E SCARIFIED 4" ,SPREAD 4" TOPSOIL, 1(TYP)
L#GHTLY COMPACT; LIME, FERTILIZE, SEED AND.MULCH. FLI{~ECT10N ~ 12 t F~,DIRECTiON
B~ FERTILIZE WIT 500 POUNDS 10.10.10 PER ACRE, LIME WITH 2600 H )E { iNORKINC GRADE
S P R C E GROUND AGRICULTURAL LIMESTONE, MULCH WITH WORKING GRADE _ POUND EAR
WNEATSTRAW AT 3000 POUNDS PER ACRES BACKFILL FABRIC INT04" WIDE X 8"
9~ ALL AREAS NOT PERMANENTLY SEEDED WITHIN 30 WORKING DAYS AFTER B' LAST DISTURBANCE SMALL HAVE TEMPORARY SEEDING. FOLLOW UP WITH ° D' r c DEEP TRENCH USING 57 STONE 8•` w r ~ }
PERMANENT SEEDING WITHIN ONE YEAR, 0
1D A PLY PERMANENT SEEDING WITHIN 30 WORKING DAYS OR 92p, P a
CALENDAR DAYS AFTER FINAL GRADE IS REACHED; UNLESS TEMPORARY °d'
SEEDING 1S APPLIED
11. MAINTAIN SEEDED AREAS BY REGRADING ERODED AREAS, REAPPLYING
SEED, FERTILIZER, LIME, OR MULCH AS REQUIRED. TO ESTABLISH A FULLY D { ~ SE ~~I -E.N`I ENC ESTABLISHED TURF, r1EN`T FENC,...E~S~LT.,~'ENCE1
SECTION SCAB SECTION SCALE 9" = • ~ R CK OU LE A1" ~.dl, FENCE SECTION SCALE 9" = 9' • 0"
TEMPORAf3Y 5,,. ~E,j~,~¢,(iJE ULE
PLANT G,J,N DAl'ES LYP~ PLANTINC~RA7E
JANUARY 1-APRIL 31 ANNUAL RYE 120 LBS,lACRE
MAY 1 • AUGUST 15 GERMAN MILLETT 40 LBS,IACRE
AUGUST 16 -DECEMBER 31 ANNUAL RYE 120 tB$,IACRE
p,Eg(~9NEN"~SEF.~L$ EDULE N C
~ O .N U ~ ~ Z
P..LAtiT1@L DATES ;SAD TYPE... PLANTING, RATE.
JANUARY 1-APRIL 15 KY 31 TALL FESCUE 1D0 LBS,IACRE ANNUAL RYE 40 LBS.1 ACRE tY Q~. d 4L ~
APRIL 16 • APRIL 31 KY 31 TALLFEa~CUE BO LB$,1 AORE
COMMON BERMUDA. 20 LBS,IACRE N ~ ~ d
ANNUAL RYE 40 LBSJ ACRE
MAY 1-JULY 31 KY 91 TALL FESCUE 60 LBS,1 ACRE }
COMMON BERMUDA 2n LBS.lACRE
GERMAN MILLETT IS LBS./ ACRE
AUGUST 1- AUGUST 15 KY 31 TALL FESCUE 100 LBS;/ ACRE
GERMAN MILLETT IS LBS,/ ACRE 0
AUGUST 15 • SEPTEMBER 15 KY 31 TALL FESCUE 100 LBS./ ACRE 0
SEPTEMBER 15 -DECEMBER 31 KY 31 TALL FESCUE 100 LBS./ ACRE ANNUAL RYE 40 LBS./ ACRE Q 2
w a

e P ~ ~
R i ° j ! ~ ~ ~
~ ~ ( r ~ 0 ~ / ~ ~ N ~ ~ M
1 i ~ f
f ( i ~ ~ ~ r ~ IT ARE, ~ AREA; 39,500 ~ ,91
~ ~ 1 ` ~ i
~ ~ ~ ~ ~ vsy~ ~ Q W
t + ' t J Y,~ ~
0 ~ ~ r ~ ~ ~ ~ ~ ! 1 ~
t ~ °v ~ i l ~
q ~ a f ~ ~ t ~ ~ f ~ Y:
~ t t ~
~ ( ~ ~ f a ~ 0 l I ~ W
~ '0 I ~ ~ 1 f f d LIMITS OF DISTURBANCE
~ ~ ! ! ~ ~ 3TURBANCE aka
1 ~ ~ ~ ~ E
~ ~ ( DRAINAGE SUB-AREA R I ~ , i t ~ f , , JB-AREA A...~ ~ ~ Block Lot: Black Lot;
~ ~ f f f t 1
ti t m~ ~ ( SILT PENCE 1 / ~ SF 4433 031N 433 031P ~
! ~ ~ I 1 I t / 1 ~ I , CLEAN WATER DIVERSIO .R DIVERSION BERM Da ~
R ~ a t ~ f i I f
1 1 ~ 6 o® ~
I I I I ~ ~ I I ~ _ ~ _ _ ~ ! f ~ ROCK OUTLET
~ ~ ~ i r 'T 1 O98 Reynolds Rd ~ a
~ ~ ~ ~ Levi}stile, NC °~o;
t ~ ~ ~ CHECK DAM ~ ~ Cd
t r°` , Block Lot; 4433 031 B ~
~ ~ ~ t 1
1 t ~ ~
~ ~ p ~9 ~
L~ T f t ,
i ~ 1~ t y..~° NOTE SC A. THESE SILTFENCI iESE SILT FENCES ARE OUTSIDE DISTURBED AREA, THEY ARE NTS ,~i
r-' ~ PROVIDED TO COLLECT POSS18 OLLECT POSSIBLE SEDIMENT FROM INCIDENTAL DISTURBANCE,
t ~ ` CONSTRl~CT~t7N S
~ ~ t ~ p
~ CO~I~C I,~QL`i Q~~N~,G r ~ j(~''+.,, QUDNCE NOTEa ALL WORK WILL BE DONE UNDER OVERSIGHT OF ENGINEER, AND IS OPEN TO RANDOM
e ~ ~ INSPECTION BY COL"NTY AND STATE OFFICERS,
t ~ a f, ~ sEE Esc-a 1. OBTAIN GRADINGtEROSiON CONTROL PERMIT AND PLAN APPROVAL FROM THE
s t ® ~ CITY OF WINSTON-SALEM INSPECTIONS DIVIS}ON.
~ \ ~ t 2. CONTACT EROSION COi~JTROL INSPECTOR AND DENR LAND QUALITY. OFFICE
1 ~ ~ t ~ / b ~ t ® ~ 1 TO SCHEDULE A pRECONSTRUCTION CONFERENCE AND AN INSPECTION
~ ® . ~ ~ SCHEDULE,
e ~o~ 3. CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES AS FOLLOWS:
~ ~ ~ t ~ , PARKER LAKE #2 A, TEMPORARY DIVERSION BERMS.
~ _ o t 4 r ~ B. TEMPORARY SILT FENCING.
~ ~ SURFACE AREA 4.0 Ac., SEED EMBANKMENTS AND DISTURBED AREAS OF SEDIMENT TRAPS AND ~
t ~ rM..~ t l' / 82.2 DIVERSION BERMS, (INCLUDING "CLEAN WTER DIVERSION") UPON COMPLETION
t ~ ~ ~ / OF THEIR CONSTRUCTION,
~ - ~ ! s 4. BEGIN CLEARING, GRUBBING AND STRIPPING SITE AS REQUIRED. STOCKPILE TOPSOIL ON-SITE-WITH AREAS PROTECTED RY EROSION CONTROL MEASURES
t FOR LATER DISTRIBUTION AND/OR REMOVAL,
a 4 1 ~ 5 USING TEMPORARY SIPHON, DRAW DOWN POOL LEVEL APPROXIMATELY 10 FTa
~ ~ t t t ~ . COMPLETE CONSTRUCTION IN EMERGENCY SPILLWAY, ~
~ t ~ ~ Approx. To of ® \ p 6, BEGIN SITE GRADING, MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE ~ ~
~ ~ t w~ Embankment Wi FH MAINTENANCE PLAN, BELOW. INSTALL ADDITIONAL EROSION CONTROL
t ~~0 Limits of Qisturbance 4 o p MEASURES AS REQUIRED, Q ~ 7. INSTALL TEMPORARY DAM iN STREAM AND DIVERSION PIPE TO BYPASS ANY ~ ~ ~
/ ~ ~ 42,oao sf w a.~a~ A~. FLOtN THROUGH EXISTING PIPE. ~ ~
~ ~ B. INSTALL PRINCIPAL SPILLWAY STARTING AT OUTLET, INCLUDING ENERGY ~ ~
~ ~ ~ / Point at Intersection of perpendicular from ~m DISSiPATOR. LOVtrER POOL LEVEL AS NECESSARY, SCHEDULE CUT IN DAM ~ e M
~ outlet end of existin 12" i e =station 1+60 i 1+60 EMBANKMENT FOR PERIOD YV9TH LOW PROBABILITY OF STORMS. ~ ~ .a
,B. DRAW DOt~N POOL T'0 LEVEL APPROVED BY ENGINEER; REPAIR AND PLUG ~ ~
E~ISTIi~G PIPE Ii~JSTALL NEVI' SIPHON-FROM INTAKE UP TO DAM CREST. ~ ~~1 O Fi} L SoNK. }-TOLE ~ ~
\ \ ~ 4, ~ ~d o s' e.z ~ 11. FILL EXISTdNG PLUNGE POOL ANC PLACE FILL ON DOWNSTREAM FACE OF ® ~
I o / o / ENiBANKMFNT, ~ (,O
~ ~ ~ f~ ~ o~"" r•~12, INSTALL REMAINDER OF PERf~IANENT SIPHON. Y t~
1 y 1 r ' 13, RE5EEDlSTABiLIZE DISTURBED AREAS IMMEDIATELY AFTER FINISHED GRADES - ~
HAVE BEEN ACHIEVED, TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED ~
' f OVER DISTURBED AREAS YdHICH MAY NOT BE Al" FINAL GRADE BUT WHICH hJILL BE LEFT UNDISTURBED FOR MORE THAN 15 DAYS,
0 ~ ~ ~ ~ ~ f"' s f~, 14. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGE1'AT}VE
~ \ ~ ® ~ ~ COVER HAS BEEN ESTABLISHED OVER ALL DISTURBED AREAS ANp SITE HAS
9 ~ g ~ s ` BEEN STABILIZED, REMOVE ERO~lON GONTRt)L MEASURES ONLY AFTER FINAL
0 \ ~ t r \ x,53.6 Qo f ''f INSPECTIONv AND APPROVAL BY INSPECTOR, a a~ ~n&~
~ ~ ~ t ~ ~ 15. SUBMIT AS-BUILT DRAWINGS, ~ ~~d~
t AREA 2r t ~ .r 1 Z 0 sf = 0,44 a ~ ~ r ~ ® mem®®®®e <6
l v~~~ ®f~~S~~~> °
4 t , , t'` J r , ~ Q~~ ~ ~o ~ ~ f~ t 1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR n SEi° ~
0 _ ~ ~ ~ ~ s g t1P~BP'I /n ~ r' STABILITY AND FUNCTION EACH WEEK AND AFTER EACH RAINFALL EVENT. ~ 4
~ i 2. REMOVE SILTISEDIMENT FROM TEMPORARY TRAPS WHEN ACCUMULATED ~ °®~,~G1N~~~a'~~~ 0~ i ev affi®~~~~m~
a ~ ~ VOLUME HAS REACHED 50% OF CAPACITY. P~'~~~
~ 3. REMOVE ACCUMULATED SILTISEDIMENT FROM 9EHIND TEMPORARY SEDIMENT ~,~~~~~~AI I°~~~~^~~~ ~ ~ ~`a9aasa~~e~~a~~~ ~ ~ FENCE WHEN DEPTHEXCEED~S APPROXIMATELY 0.5'.REPAIR AND REPLACE
/ g t"~ ,f~ SILT FENCE AS NECESSARY.
t ~ ~ ° Silt fence baffles. Adjust in field, (Typ.) ~ ~ ti ~e ~ ~ ? 4, SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER ~
h4 11 CONSTRUCTION, INCLUDING "CLEAN" WATER AIVERSION BERMS, RE-GRADE/ ~ ° ~ ~ ~ ~
\ \ \ a 3F - O, ~ ~ ~ ~ ° O a, as % ~ REPAIR BERMS AS REQUIRED, ~ ~ ~ ~ ~
F°J ~ 0 f``l ~ Mainta n Silt Fe e u t' ~ / l ~ f'`d 5. CONTRACTOR SHALL APPOINT AN ONSITE INSPECTOR AND MAINTAIN ° ° r a ~ ~
I S1 f ~ i ne nil ~ a~ ~ ~w-~" ~ f , ~ ~ n, ~ ~ RECORDS OF INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION
~ Im act #1 Permanent 80ft. Plunge Pool is filled d r ti ~ ~ ~'Q~ ~ ACTIVITIES.
~ ~
~ f ' i ~ I ~ ~ ~
,r ~ 1 ~ I ~ ~ , ,~A'°~ p
.,are ~ ~ ~ 1 \ m_~ _ ~ . ~ Check Dams ~ ~ ~ v
ark { ,w'' ® gr~" f \ \ , \ \ \ ti, ~ ~ e ~ ~ l ~
~ ~
1 ~ ~ r°` r
Limit of fm act #2 Te orar . (30ft.) Q ~ 1 ~ .A j ~ ~ yu ~ tong i o ~ ~ ~ w ® f ~ ToPsol °Stockpile Area
1 1 w ,r ! Y
aim ~ s f ~
~ ~ f~ ~ ~ / - ~ ~ 1
C ~ ,.Temporary Diversion Berm. Change ~ ~ ~ I 1 ~ " 1 I ~ ~ ~ t t / ~ ~ ali n ent a radin r r sses i l ~ ~ ~s~p~~P ~ c v
- q~~ o e B m s g 5 p og e r ~ ~ s ( / i ~ ' a
~ ~ ( ~ ~ Dissipator for Dam pi Tway SF P ~ 1 l / cn cn 'cv ® ~ ~f r E M ~ c ~
'e x ~ 0 e.~° m sesir v. f I 1 r` ~,aw~j° ~ germ s~ma,~ro„ • 1 ~ A® 0 I f (d ® , ~ ! g ~ ~ ~
~ a ~ 1 ~ ~°9??- j va L
f I r-' 4 ~ ~ / a - ~rq me... , o ~ ( Rock Ou e ~ _ -.-C ~ a a , 1, fl ~
~ E ~ 1 ~ Yp) / - lean Wa ~ f ter ~ / r Divers ~ C ~ ~ f f o` Berm ~ ~ 1
I ~ ~ ~ f f ~ ~ , ro W W fll fA 0
1 ~ ~ ~ ~ 4, q f~ p ~ ro ~ I ! ,l / / NOTE: U ~ i ~ 0
f ~ l , 1 s ~ ~ r i ~ t ~ ~ i ~ ~ a ~ / l ua ~o u, c. o~~.
1 f A ' / / ~ CONTOUR LINES TAKEN FROM FORSYTFI COUNTY CIS, MODIFIED TO ~ ~ c~n ~ ~
1 /J / / % MATCH ON-SITE MEASUREMENTS. ~ ~ ~ ~ ~ v w
i ~ / t f j j / PROPERTY LINES TAKEN FROM FORSYTH COUNTY GEODATA EXPLORER, ~ ~ ~ U ~ or p
as ~ f f ~ ,a 1' / ~ J j ~ 1 POST T ION AND SCALE APPROXIMATE,
~a
~ I ~ I ~ ~ / r ~ ~ ~ I j~ l ~ t ~ t Q) 1
~ ~ l ~ I ( ~ f ~ 1 ~ ~ ~ f ( r f / 20 40 60 80 100 FT
1 / ( t ~ ~ -~""`s- / 1 ~ r ~ 1 ~ 1
1 ~ r 1 ( ~ I l ~ ~o I
1 ~ f r 1 ~ ~ ~ ~ F I I ~ ~ ~ ~ ! Scale; t 20 o
~ ~ ~ ! ~ 6 ~ 1 i ~ 1 I ~ ~ ~ ~11 ~ / ~ ~ l a 1 r t r f t l f I > f I LLI
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~ ! r _ „ t,r• , t V 'L,,, ~i C1 t ' t e ~ , ' I ' ~ ,1 11..^ 1 / r y ll~, ! r En. ti tit fl /.r1 ~ ~4. t`y `'`t~~~ ~ r ~L.i ~ ' , ff f. _ _ - - - - ~ a. \ \ k~ r X435 OS1N ~~i3~ 0~1P ~
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7 ~ r ~ f.. ~ ~ 1 { j 1 ~ s~., 9C .'d lt. r'~~ fir` :r°' 0 ! ; - r -r.. ~ -i~~ i ` Y ~
~ r ~ r s t i r~ s 1 r r _ - 'i~. e~ i t ~ t r , t~ Qic~ck Lat. 433 ~39G
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