20020239 Ver 1_MAPS_20020215

NOTE:
SPECIFIC T A IONS
OWNER HAS AGQtlIRED PERMITS FROM U.S.A.C.E. 8 N.C,D.W.Q. FOR WETLAND DISTURBANCE, t CONTRACTOR SMALL ENGAGE ANO PAY FOR ALL GEOTECHNICAL TESTING DURING CONS
TRUCTION. GEOTECHNICAL ENGINEER SELECTION MUST BE APPROVED BY THE OWNEfi
_~rooi U.S.A.C.E NATIONWIDE PERMITS 3,14 818 DATED FEB. 28, 20x2 8 ELEV. MAY VARY 401 WATER QUALITY CERTIFICATION GATED APRIL 17, 2002. !i\( 1 2 All FILL TO BE P p, ~ • g' LACED TO, A MMtIMUM Of 9596 MAX. DRY DENSITY STANDARD PROCTOR.
PF~AAY 1 3 ALL Fill SHALL kOT CONTANV ROOTS, STUMPS, WOOD, RUBBISH, STONES GREATER THAN SIX INCH
ES 9V DIAMETER OR OTHER OBJECTIONABLE MATERIAL.
4 DAM EMBANKMENT EARTHfILL SHALL HAVE A USCS 501E CLASSIFICATION Of SC, ML, CL, OR AS DIRECTED BY THE GEOTECHNICAL
ENGINEER.
RIP RAP-CLA$$ 1
FOREBAY
BERM SECTION SIT E
NTS
TYPICAL AT ALL STORM
DRAINAGE OUTFALLS
1 ~ ~
/ ~ ~ /
~ ~ / I i / ~ ! i
i ~ / / ~ / _ ~ ~ I ~ ~ i / I ~ ~ ~
i ~ / ~
/ ~ ~ ~ ~ / 1 i ~
I ~ i / ~ I ~
~ I ~ ~ i ~ i i
~ / _ ~ ~ i
~ ~ / ~ / ~ ~ ~ i
~ ~ -I- T _ i
~ / ~ - ~ ~ i ~ ~ / /
~ / ~ / i \ ~ ~ ~ / /
~ / ~ ~ / I - - ~
_ / / ~ / ~ ~ \ / ( / i I / ~ i
~ \ / / / i~ / ~ i ~ /
~ ~ ~ / i ~ i ~ ~ /
~ ~i ~ \ ~ / ~ ~ ~ ~ ~ 4~ ~ i
\ ~ ~ f ~ ~ . ~ i
~ ~ - ` / ~ ~
I ~ ~ 41 i ~ ~ / _ - ~
~ i ~ ~ \ i s~ ~ ~ .rte ~ i i ~ , i
~ ~ ~ ~ 1 i ~ ~ / _ / r ~ ' - ~ \ ~ ~ 6
~ / ~ ~ \ / / S
~ ~ ~ ~ 3 ~ / / o ~ ~ ~ ~ l ~ ~ i i i / • ~ ~
~ ~ 44 , ~ _ - ~ ~ / ~ i • ~ y • ~ _ ? i i
~ ~ ~ / A ~ ~ ~ p ~ / ~ / ~ i / -
1 ~ i ~ ~ l ~ _ _ _ ~
~ ~ ~ ~,~~s , , ~ s.~ ~
~ ~ ~
~ t ~ ii
I~ ~ i s a
~ TEMP. SALT FENCE ~ •
t ~ K-o • MMON 1~t ,n
/Stream ONrtoy ~ ~ ~ _ _ _ ~ . ~ _ , - SP ~ ~ SP ~ I s
~ I ~ . ~ I/ E .
N TO w S
~ ~ ~ ~ - _ ~i \ - / - - s~''~~~"'" ~ SILT FENCE ~ ` ~ ~ ~ ~ ~ - - - , NEW DAM ~ I TILT FENCE ~ I ~ 1 ~ t • N ,I 0 ,
i P II eERM l , ~
~ / - / ~ ~ _ THIS SHEET) L I
~ - ~ r.~"- FOOT - _ , ' . ~ ~ ~ • ~ I~i~a ~r _ .
~ ~ ~ - T = _ ~ _ - - - _ ~ - - ~ BRIDGE - 5 - - ~ • ~ it I ~ ~ ~
~ ~ ~ T,,_, ~ RIP RAP , ~ 1
~ ~ ~ ,FORE~AY PRIMARY ~ _ . - - 121P RAP .,r `r.~''t '',I I I •
- - - _ ~ (TYPICAL) NEV1f POND ,SPILLWAY EACH) - - - ~oNO I , F, ~ ,
k ~ ( ) t) ' 1 I I I I
I EX)STING BERM ~ ~ 1
~ , , , ~ ~ , ~ , CRE y i4 ~ \ \ / 1- ~`y~'~ (ACCESS ROAD) ~ ~ ,
~ I I
~ ~ ~ ~ , , . GAZE a ~ ~
i i---
~ EXISTIN t ti ~ G ~ tip,.
~ WETLAND ~ ~ S / BEAVER PONS I ~ - ? . 3.84 AC. , / EXISTING
~ , f ~ I - _ _ ~ I ~
~ ~ l ~ 0 ~ ~ \
- - - 9 ~1 I \ \ ~ ` ~ ~ ~ . ~ ~ ( 1
_ ~ - - I ~ ~ ~ ~ ~ i ~ ~ ~ .6 _ - _ -TRAIL v _ ~ _ EX~AilA1'E APPROXIMAT _ - - ` ELY DENUDED A - ' ~ ' ~ ~ ~ \ i ~
\ \ ~ ~ r --r - . iy / / \ I ~ ~ ~ , ~ ~ ~ ~ APPROXIMATE LOCATION 0.25 AC. OF 1~Tb4 _ ~ ~ ~ ~ ~ \ \ ~ NPS LIMITS 3.0 fit- ~ ~ ' I
A ~ ~ - / EXIST~?i6 BE'AVER.DAM ~ rt - - - - ~ ~ i ~ TO CONSTRUCT POND , ' - ~ ~ ~ ~ ~ ~ I ~ i
~ \ i ~ ~ ~ ~ ~ i / (TO REMAIN \ i _ ) A U e
\ ~ _..L - \ ~ ~ i 47 ~ - , ~ T \ ~ ~ 4 ~ ~ / ~ r t
\ i - ~
_ ~ ~
I ~ i ~ / ~ ~ ~ ~ V ~ ~ i ~ A / ~ ~ ~ _ \ _
~ \ ~ / ~ l ~ / \ \ ~ / 1 ~ _~i ~ ~
~ 1 ~ ~ ~
I \ I ~ ~ ~ \ ~ I ~ / ~ i ~
I ~ l ~ J ~ ~ \ ~ - I- ,
I ~ l ~ ~ ~ \ ! ' 1 ~ \
l ~ I ~ \ ~ ~ , L- ~ I \ ~ ~ ~ f ~ .L. 1 --L----- ~ ~
I 7~ _ ~ , v ~ ~ ~ ~ ~
~ ~ n - - - - r~- r,- ~ ~ y~ , ~za`
NOTE: P ~ - 7-2
t~ r~r.~
20' EXISTING BEAVER DAM 8 UPLAND WETLAND FEATURE ARE NOT T C TOP of DAM NEW DAM HEIGHT SHALL MAINTAIN THE EXISTING WATER SURFAC~. R~~ RE ARE NOT TO BE IMPACTED '~i ~ ~
~A rye N TER SURFACE ELEVATION. i~+~n?n~
CRY OF IG+V~~U1P01,lS, CAOARRUS C©l~i'Y
2' 5970 Fairview Rd.
a a # 57 WASHED 6" ROCK 15~ SUITE jOn
~ r -I ~ STONE RIP RAP WATER SURFACE CHARLOTTE, NC 28210
EMBANKMENT 3~ NOTE'
. ~zMwc EXISTING BEAVER (704 553-8881.
POND PERM. POOL RE'RAP LANG pU (704 553-8860 FAX THIS PLAN IS IN ADDITION TO A PREVIOUSLY APPR OVED EROSION
SPN,LWAY PROP03ED CONTROL PLAN FOR PINE CREEK.
323 001
CONTRACTOR SHALL FOLLOW ALL EROSION CONTROL REQUIREMENTS Job No. File No.
D"MDON=""' X-SECTION ELEVATION Oc3m F THE ORIGINAL PLAN. Scores
PLAN
nrs PRIMARY NTS GRAPHIC RAPMC SCALE PROFILE
• " • M ~p Horiz. _
XSECTION THRU DAM Vert AMR47FW
NTS RAP RIP SPILLWAY wqijT!tm~ (of M?
IIIMBuilt G WCT DRAWING- (T)
1 5N • 00 00 . 1 7-1 is coo= Umff ? 31MI IM t OM KTAL Sheet of
BEA GDM CT8
~ f Dade By L IIwF~tpn Surveyed by Designed by Drown by Project-Engr Approved By Date

NOTE:
SP CI IC T ~ F ATOMS
• OWNER HAS ACQUIRED PERMITS FRQAI U,S.A.C.E. ai< t. CONTRACTOR SHALL ENGAGE AND PAY FOR ALL GEOTECHNICAI TESTING DURING CONSTRUCTION. GEOTECHN~AL ENGINEER SELECTION
N,C.D.W.Q. FOR WETLAND DISTURBANCE. MUST BE APPROVED BY THE OYVNER ~ I N.T,$.
U.S.A.C.E NATIONWIDE PERMITS 3,14 ri;19 DATED FEB. 28, 2002 & E®• 20Q2 & 2. ALL Flll TO BE PLACED TO A MINI#4UM OF 95% MAX. DRY ENSITY D STANDARD PROCTOR,
P00L 401 WATER QUALITY CERTIFICATION DATED APRIL 17, 2002. EF.EV. A4AY VARY 7, 2002. 3 F ALL Ill SHALL NOT CONTAHV ROOTS, STUMPS, WOOD, RUBBISH, STONES GREATER THAN Sp(MICHE9 HV
PRE•BAY ' j 1 1 DIAMETER OR OTHER OBJECTIONABLE MATERU+L.
4 DAM EMBANKMENT EARTHFILL SHALL NAVE A USCS SOH. CLASSIFICATION OF SC, ML, CL, OR AS DHiECTED BY THE GEOTECHNICAL ENGINEER,
RIP RAP •CUISS i
FOREBAY IT
BERM SECTION
Nrs
TYPICAI AT ALL STORM
DRAINAGE OUTFACES
1 / / ~ 1 i ~ ~
/ --r. ~ / i l i r \ i ~
1 / / ~ / - ~ / 1 ~ ~ ~ ~ 1 ' ~ i
~ ~ - / i ~ ~ ~
/ ~ / ~ 1 1 ~ i ~
i / ~ ~ / i i / ~ i i ~ ~
~
/ ~~-ter ~~_i / ~ ~ i
~ / / . ~ ~i
~ ~ ~ / 1 ~ ~ \ ~ ~ J_ ..r - i ~ ( i i / /
~ i /
~ / ~ i i i
/ ~ / / ~ ~ ~ ~ / _ ~ ,1- ~
~ ~ / ~ / 1 ~ i I ~ / ~
~ / ~ ~ ~ / ~ ~
~ i i ~ / ~
i ~
~ ~ ~ / \ 1 ~ ~ I ~ ~ i
l \ ~ i r i / ~ ' r - - , , ~ , ~
r ~ / i
~ I ~ i i ~ ~ ~ / / ~ ` i ~ ~ _ /
0 \ ~ ~ / ~ / i ~
~ ~ / i ~ - / ~
~ r ~ ~
~ ~ 44 ~ / ~ , r ~ ~ ' ~ ~ i ~ ~ ~ /
~ ~ ~ / ~ ~ ~ i i I r /
~ \ ~ / ~ I \ / , /1 ~
~RELLACE ~ ~ / + ~ ~
,y
i ` f i.•rl...~~, ~ /
' l f ~ ~ ~ r r r 'i ~ SILT FENCE ' ~ / TEMP. ROCIL
V , ~ ~ ~ / / ~ f rirwoitm. . MMON OPE / i
SP 1. _ , ~ ~ ,
1~ ~ ~ / ~ • 1 , 1 . r / ~ • .r ~ ~
~ ~ ~ ~ / mar/ r ~ 'r. 1
~ / 1 ~ r - ~ E N ~ 10 ~ _ S ,
~ , \ / + _ / _ %''r' ~ SILT N SILT FENCE E ~ ~ ~ P
` ` I \ 1 / ~i ~ ~ / _ - - ~ NEW DAM _ , , ` ~ ~ ~ _ ~ ~ - - - r ~ _ _ ~ r'/ _ EE SSE( fI01V ~ ~ ~ ` .
BERM ` ' ~ 1 i ~
- ~ ~ i THIS SHEET) 7r ~ FOOT FOOT i ~
~ ~ ~ RIDGE I BRIDGE % r` ~
- J / - . ~ _ - I ~ ~ ~
I ~ 1
- IC RIP RAP ~ ~ PRIMARY IP RAP ~ . ~ _ ~ ,f8REE3AY NEW PON . NEW POND ~ '
, ~ ~ _ _ - ' (TYPICAL) .SPILLWAY EACH) I
EXI TING BERM ~ S
k ~ V E 1 ~ ti' , (ACCESS ROAD) 1 _ \ 1 1
~ ' i
l ' ~ , / ` ~ ~
' ; I ~ ~ GAZES M
. ( ~ ~ ~ ~ ~
~ ~ ~ ~ ~ EXISTING ~ ~ - ' 1 ~,,k. ~ / EXISTING 1 _
~ ~ WETLANDS ! BEAVER PON~? ~ U t _ i ~
~ 3.84 AC. ,r.. ~ ~ , 1
_ ~ ~ , ` , ~ 1 _ _ -
~ i ~
_ ~ _ ii ~ j`~_ ~ ~ ~ i ~ ~ EX~GAVAIE APPROXIMATELY ' ~ ` i -T~BA~. DENUDED AREA
,a ~ ~ ~ _ r~ ~ APPROXIMATE LOCATION 0.25 AC. OF~U~Tbe?dlpS LIMITS 3.0 t- ' ~ i CATION ~ ~ 9C ~ J ~ ~ ~ i
TO CONSTRUCT POND ~ ' - - ~ ~ ~ ~ _
~ / EXIST~iB BEA'VEP,.OAM ~ / ~~~1 ~ / ~ / l~ ~ ~ ~ ~~i1 ~
' ~ ~ 1 ~
r' / ~ ~ i /
~ ~ r / ~
i~ 1 / ~ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ i ~
~ ~ w ~ ~ ~ ~ i ~ ~ ~
~ ~ ~ \ ~ 1
~ ~ I / i / ~ _ _ ~
~ ~ ~ ~ ~ •r / i \ ~
r ~ ~ ~ •
1 ~ ( i 1,. - ~ ~ ~
\ / i ~ ~ ~ / ~ ~ ~ ~ I ; 7 ,
1 ~ \ \ 1 I ~ I ~ f / J ~ ~ r,T- T ~ l y, I ~Ih
NOTE:
EXISTING BEAVER DAM & UPLAND WETLAND FEATURE 'i. , LAND FEATURE ARE NOT TO BE IMPACTED ~`+nM~s~
NEW DAM HEIGHT SHALL MAINTAIN THE EXISTING WA' EXISTING WATER SURFACE ELEVATION. ~ K~ Cr~~~ Gflt~tTY i
TOP aF DAM
5970 Fairview Ftd.
2+ SUITE f00
# 51 WASHED. 6" ROCK 15' CHARLOTTE NC 28210
3 3 , STONE RIP RAP 704 553-8$8t
,r -t~ WATER SURFACE + NOTE: ~ 704 553-8$60 FAX
3 EABANKM6NT LAND ~LAFM!IE~S t ~ THIS PLAN IS IN ADDITION TO A PREVIOUSLY APPROVED EROSION
EXITING BEAVER p~• t CONTROL PLAN FOFt PINE CI~EK. 323 00l
wllr~ r'Q~If
POND / nw nor J ~ 11 CONTRACTOR SHALL FOLLOW ALL EROWN CONTROL REQUIREMENTS Job No. HIS No. rw u. %0V
9PlLWAY PROPOSED EI(GVATEO POND T INAL 5coles OF HE O~tIG PLAN.
DOWMMEM) XSECTION ELEVATION PLAN
G NTS NT9 Ref C SCALIC PROFILE Horiz.
• CIO~~~ Vert.
PRIMARY i
km m X-SECTION THRU DAM RAP RIP SPILLWAY an
AS Built (St 1!) heat of
1 +h" R 17-1 JC OD OM UM M OLVINIM ~ OM OVAL SEA GDM C 1
SurveYed b ©esi9ned by Drown by Prgje€t-Engr Approved 6y Eote Y

NaTE:
OWNER HAS ACQUIF~p PERMITS FROM U.S.A, .E. SPECIFICATIONS
C 8 N.C.D.W.Q. FOR WETLAND DISTURBANCE. 1. CONTRACTOR SMALL ENGAGE AND PAY FOR ALL GEOTECHNICAL TEST ` WG DURING CONSTRUCTION. GEOTECHN~AL ENGNlEER SELECTION
MUST BE APPROVED BY THE OWNER. .
Pool U.S.A,C.E NATIONWIDE PERMITS 3, t4 819 DATED FEB. 28, 2002 & env. MAY vwY 401. WATER QUALITY CERTIFICATION DATED APRIL 17, 2'002. , 2002 & N. T. 2 ALL FILL TOBE PLACED TO A MINIMUM OF fl596 MAX. DRY DENSITY STAND ARDPROCTOR
PI~.BAY i 11 3 ALL FILL SHALL NOT CONTAW ROOTS, STUDS WOOD R RD, UBBISH, STONES GREATER TWW 31X WCi#S W
DIAMETER OR OTHER OB,~CTKM~ABt.E MATERIAL.
4 DAM EMBANKMENT EARTHFILL SHALL HAVE A USCS SOIL CLASSIFICATION OF SC , ML, Cl, OR A6 DIRECTED BY THE GEOTECHNICAL ENGWEER.
RF RAA .00.5$1
FOREBAY
. SITE
BERM SECTION
Nrs F
TYPICAL AT ALL STORM
DRAINAGE OUTFACES
/ ~
i i i 1
i ~ / ~ ~ ~ _ / ..r
~ ~ / ~ ~ i
~ ~ / ~ ~ / ~ ~ ~ ~ ~ / ~ 1 i ~
~ ~ i - 1 ~ i~ i / ~
~ ~
~ ~ - ~ i ~
/ ~ / ~ ~ ~ ~ ~ ~ ~ ~ ~ i / ' ~
J _ ~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ /
~ \ ~ ~ e~
~ ~ ~ ~ ~ ~
_ ~ t ~ i~ I ~
~ / / i i ~ / ~ i i ~
\ j ~ - ~ / ~ ? ~ I ~ / ~
i ~ ~ ~ ~
~ \ ~ / i ~ 1 ~ ~ / ~ ~i r ~ , ~ ? /i ~ i i r
/ / ' ~ ~ ~ /
\ ~ \ ~ / i ~ ~ \ ` ~ 41 i ' i i Y / ,
v ~ / ~ i' i i \ i
_ ~ ~ \ \ ~ i ~ 6
I ~ ~ ~ \ ~ i / / 1 1~ ~ s-~~ ~ ~ i • ~ ~
~ ~ ~ ~ ~ ~
44 ~ ~ ~ .r ~ ~ ~ 5
~ ~ ~ / i / ~ .
~ \ ~ ~ i / ~ / ~ /
tRELLACE , ~ ~ ~ i ~
~ ~ ~ V - ~ ~ / ~ ~ ".d i
~ I ~ / ~ ~ ~ ~ i TEMP. ROCK ~ S FENCE t
COMMON OPE I
~tti~'/Strewn O+~IOy ~ ~ ` ~ - - - ' , ~ ~ , i ~ ~ ~ ~ ~ ~
„ r D~URi1 ~ ~ ~ / ~s ~ ~ . ~4""' i i ~ ` ~
•
\ \ \ ~ ~ ,i''~^ ~ SILT FE Il l E I N TO I S I
~ , _ - ~ ~ ~ _ - , NEW DAM _ h ~ ~ SILT FENCE I ~ ~ ~ D I I N 0 ~ P
_ _ ~`-a...~y_~ ~ ~ ~ - ~ _ _ {SEE it-SE(, f1aV r ~ ~ ~ ~ I I ~ E 1 i ~ „u,,,,
~ - THIS S~IEET 1 / l B RM •
`~7`''-~, ~ / ~ .,,,,,M.""~ FOOT JOT ~ 1 1 ~ ~ f I I
r ~ . _ _ - - ~ BRIDGE ~ IDGE i ~ , ~ r` I ~ ~ ~I I ~
- _ RIP RAP - ~ ~ ~I i \ ~
1 ~ i ,~F9RE~AY ~ PRIMARY IP RAP ~ j \ `l ' I ~ l :-r' I I 1 I 1 I
_ (TYPICAL) ~ ~ SPILLWAY EACH NEVIf P01~ I~POhID ~ ~ I I p a,,k , ,
~ ~ \ ~ ~ ~ (0.5 t) / ' A , t ~ I I I i
i ~ ~ ~ ; ~ ~ cRr; ~L-. I EXISTING BERM ~ ~ I
" _ (ACCESS ROAD) ~ L~
~ 1 ~ ~ GAZEBO ~ ' / \ - - - ma'r'- ' - ¦ \
~ ~ ~ 1
~ ~ EXISTING - / ~ y~ , - - - w. ~ 1
~ ~ ~ ~ WETLANDS I BEAVER PON~il ~ ~ , i' ~ I ~ / EXISTING
~ ~ , _ , - _ i _ ~ / 3.84 AC. r~ _ , ~ - - - - - - - _.-z------~. ~

- f ~ ~ - ~ ` ~ ~ 1 ~ ~ _ ~ ~
1 ~ ~ ~ 4 ~ ~ ~ ~ 1 1
1 ~ ~ i , _ s% F.X~GAVATE APPROXIMATELY - - ~ ~ ~ ~ DENUDED AREA ~ ~ , \ ~ ~ s
~ ~ ~ 1, APPROXIMATE LOCATiC~V ~ ~ 0.25 AC. Of~V V~i'b4NQS LIMITS 3.0 t- ~ ~ ~ ~ ~ ~ 'r J ~ ~ i
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ EXISTJI~6 BL~'RVER.J)AM ~ ~ TO CONSTRUCT POND ' ~ ~ i
~ A ~ - - ' / , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ / (TO REMAIN) A \ ~ ~
~ \ 4 ~ ~ ' T
~ ~ / \ ~
~ ` ~ i ~ ~ ~ \ ~ ? / i
~ / ~ ~
~ ~ ~ \ - / i ~ ~ ' ~ ~ ~
~ ~ ~ ~ ( . ! / / / ~ ~ ~ A ~ ~
~ V ~ ~ ~ ~ R I « ~
~ I / ~ i ~ .nom ' w~
f ~ ' r \ ~ l - . _ _
I ~ _ ~ ~ Mrs - - ~
~ ~ I ~ \ ~ ~ ~ ~ J~ 1 ~ ~ s, 7 ~ I ~ i V I ~ ~ 1 ~ I i ~ , ' ~
~ i _ _ . ~ ~ T , ' ~ i y 1
NOTE:
~o' EXISTING BEAV1zR DAM 8 UPLAND WETLAND FEATURE ARE NOl TUBE ARE NOT TO BE IMPACTED ?
ToP of SAM NEW DAM HEIfaHT StIAI.L IYtA1NTANV TIC EXISTING WATffR SURF ` ts?~ 3 WATffR SURFACE ELEVAT~N.
2• 5970 Fairview Rd.
# 57 WASHED 6"ROCK 1g' SUITE 1pfl
r ' 1 STONE 1 RIP RAP CHARLQTTE, NC 28210
WATER StN'~ACF NOTE:
Eb6ANKM~NT 3' 17 MAX (704}.553-8881
EXISTING @EAYER UIi+~ ~ (704} 553-$860 FAX THIS PLAN iS HV ADDITION TO A PREVIOUSLY APPROVED EROSION
POND PERM.P001 RIP RAP SPILLWAY PROPOSED CONTROL PLAN FOR PINE CREEK. Jaa ool „ ~ ....r _
5's E%GVAIEf>POND CONTRACTOR SHALL FOLLOW ALL EROSION CONTROL REQUIREMENTS Job No. Fide No. rm cKm
`"Op"NDOMM"'E""" X-SECTION ELEVATION p~p OF THE ORIGINAL PLAN. Scales
'
NTS NTS G1<Ar ~ PRIMARY Y 4 T • GRAPHIC SCALD PLAN '"x150 PROFILE
X-SECTION THRU DAM RAP RIP SPILLWAY vert
nrs qp~ u~II~wrr
( 91 1 Ae?~ As Built Date TM If I~P
1 bob OD ft 1 7-1 Jr. UWT36 SLWRWF. 00 DUAL S eet of
j BEA GDhI GTB 1 1
Data RrM110D Surveyed byl Designed by Drawn b Project-5 r Approved B Dote

NOTE:
SP~CIFICATIOI~ S
OWNER HAS ACQ491~q PERt~iTS FROM U,SA.C.E. ~ t . CONTRACTQR $hW.L ENOAt?E AND PAY FD#t ALL GEOTECtMyICAL TESTWG DURNVG CONSTRUCTION. GEOTECHNICAi. ENGNEER SELECTION
N.C,q,W.Q. FOR WETEANq DISTURBANCE. MU8T BE APPROVED BY THE ONMER T.,~.
U.S.A.C.E NATIONWIDE PERMITS 3 14 $ 8 DATE F 1 D E8.2'8, 2002 b a, 2002 ~ 2. ALL FN.L TO BE PLACED TO A MNVIMUM OF 9596 MAX. DRY DENSITY ST T ANDARD PROC OR.
Et~v. wr vvtr 401 WATER QUALITY CERTIFICATION DATED APRIL 17, 2'002. vne.ea 3 ALL FIU, SHALL NOT CONTAIN ROCDTS, STUMPS, WOOD, RUBBISH, STONES GREATER THAN 3pC MICtIES IN
~i 01AMETER OR OTHER OB,~CTK9NABLE MATERtAt.
4. DAM EMBANKMENT EARTHFILL SHALL HAVE A USCS SOIL CLASSIFICATION ~ SC, Ml, CL, OR AS D4RECTED BY THE GEOTECHNICAt. ENGNVEER
wa ww.c~ss ~
FOREBAY IT SE
BERM SECTION
NTS
TYPIGAE AT ALL STORM
DRAINlK3E OUTFACES
1 ~ ~ - ~ / rt ~ ~ ~ 1 i ~
1 ~ - ~ / ~ i - ~ ~ ~ ~ i ~ ~ ~ 1 i
~ ~ i _ ~ ~ ~ ~
i ~ _ ~ / ~ / ~ / f
/ i~~ ~ / / / 1 / i 1 ~ i /
i ~ ~ i ~
/ ~ / ,r ~ ~ - - ~ ~ ~ 7 - _ ~ ~ ,
~ / / ~ / ~ ,
1 ~ i r~ ~ ~ ~ ~ ~
~ - ~ i ~ J_ - ~ ~ ~ ~ ~ 1 ~ i r
L ~ ~ i err"
~ / ~ / i ~ ~ ~ \ ~ ~ ~
~ ~ ~ ~ ~ ~ / / /
\ / - ~ / 1 ~ ~ ~ ~ / i
~ / / \ ~ ~ i' , / ~ / /
\ ~ \ / i ~ / ~ i
\ ~
i ` ~ ~
\ ~ ~ \ i J ~ / ~ - ~ ~ / / ~ ~ i
~ ~ ~ i Jai /~i /,i
i v - 41 i \ i / I ~ ~ -i
I ` R ~A ~ /
1 i ~ t` .ice ` ~ / ~ \ i
I 1 / / I r ~
44 i ~ J _ ~ ~ • ~ ~ • ~ ~ l~~_ ~
/ ~
\ ~ ~ /
~ l ~ \ ~ ~ r r ~RELLACE ~ ~ ~ ~
~ /
~ i • ~ i
\ ~ - - ~ ~ ~ .~"si .~i TEMP. ROC1S,.~ SIL ENCE ~ ~ fi
~ \ ~ ~ ~ / ~ ~ - . ~ COMMON OP COMMON ~ I ~ ~ +
lti~/Stteam Ovrriay ~ - - - - ' ~ - I'' i~ u , ~IIr"'
V ~ .
\ \ \ / l I
/ L iQ ~ I S I ~ ~ ~ ,
\ ~ ~ ~ \ + ~ ' f 1 ~ SILT FENC# ~ ~ ~ - , \ _ ~i ' / - - - . NEW DAM SILT FENCE I D 1 N 0 1 P
i ~ ~ ,jai: 1 1 BERM I i ~ I
s!=S ice... ~ ~ ~ --------T' ~ ~ i _ THIS SHEET
` ~ / ~ ~ - " FOOT FOOT , ~ ~ ~ II ~
IRIDGE 1 i ~ ~ i I I ~
/ - , ; 1 I ~ ~ ~ i I , /
_ - F~ RIP RAP ~ ~ ~ ~ . ~ ~ ~ ~ PRIMARY iP RAP ~ ~ / ~ 1 I " , I I
. -FBREBAY ~ ~ ~ ' ~ ~-~-f------ - ~ 1, . , ~ - _ TYPICAL , ~ 'SPILLWAY EACH NEW POND ~ _ ( 1 ~ ,Y ' I „ , , IEW POND ~ ~ I c..~~.... , , , ~ ~ , ,
~ ~ ~ ~ ~ ~.5 t i l l 1
.RF ~ 1 ~ ~ fk , _ - , ~ ~ I I I ~ EX STING BERM ' 1 ACCESS ROAD 1
~ ~ ~ X , ~ , , ~ ~ - - ~ 1
~ 1 ~~1~
1 ! , GAZEBO i ~
~t ~ ~ ~ ~ / \ ~ rrr+ •r..,,,.
~ ' ~ ; EXISTING ~ ~ ~ / \ \ ~ _
~ ~ ~ 'WETLANDS l BEAVER PONS \ ~ ? / , ! / EXISTING ' ~
_ I ~ ~ ~ 3.84 AC. y ~ - G ~ 1
~ yam. ~ ~ I ~ ~ ? - _ _ _ _ ~ ~ t _ - - - - - e a. ~ ~
\ ~ ~ ~
I . _ ~ 0 \ \ 1 ~ \ I ~
I - ~ _ A`~~ ~ ~ _ - ~ T$AIL .d L EX~AVAIE APPROXIMATELY _ - , ~ \ I ~ DENUDED AREA ~ ' _ ~ ~ ~
I ~ ~ \ ~ ~ ~ ~ ~ - - ~ ~ APPROXIMATE LOCATION ` ~ A ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ 0.25 AC. OF~V~TLAypS ~ ' ~ ~ \ \ ~ ~ ? \ LIMITS 3.0 A0t- ~ J ~ ~ ~
I ~ i v,' ~ r ~ ~ / ~ ~ i ~ ~ j i EXIS]~i6 BCrRVER~AM 1 ~ TO CONSTRUCT POND - _ _ _ ' ~ _ _ _ \ ~ ~ ~ ~ ~1 ~ ~
~ ~ ( ~ ~ , ' ~ ~ / (TO REMAIN) ~ \~1~ ~
A ~ ~ ~ , - A ~ I _ l \ i ~ 47 ~ 1,
~ ~ A I / , , i , ~ ~
I ~ ~ , ~ \ ~ I ~ i J ~ ~ ~ , ~ - \
~ ~ ~ r
\ , I _ \ \ ~
~ ~ / i \ ~ ~ 1 \ i - - ~ 1
\ I \ \ / / ~ ~ ~ \ ~ , ~
I I \ \ - _ _ ...1........•
~ ~ I ~ ...~.1,.. _ - ~ ~ I
~ i i ~ ~ , ~ ~ I I I
~ I \
NOTE:
EXISTING BEAD DAM 8 UPLAND WETLAhID FEATI~tE ARE N EATI~tE A~ NOT TO BE IMPACTED
NEW DAM HEK31'iT 3HAi.l MA~ITAlN THE EXISTING WATER SU TOP OF DAM ING WATER SURFACE ELEVATION.
2' 5970 Fatcview Rd.
# 51 WASHED 6" ROCK 1S' sulrE >
r 1, ST(}NE RIP RAP CHARLOTTE, NC 28210
WATER 3URFAOE NOTE:
EMBANKMENT 3' [phone]
~z MAx EXISTNIG BEAVER PERM. P [phone] FAX THIS PLAN IS IN ADDITION TO A PREVIOUSLY APPROVED ER~ION
PQND ~ ~p CONTROL PLAN FOR PINE CREEK. J2J 001 errs wwr~v
CDY 1 W1V DA(IDA@CI1
EXCAVATED POND CONTRACTOR SHALL FOLLOW ALL EROSION CONTROL REQUIREMENTS Job No. Fie No. rim
OF THE ORIGINAL PLAN. Scales
`"°°"MDOWNSTREAM) X-SECTION ELEVATION 1"=150'
NTS NTS GItAFi PRIMARY GRAPHIC SCAL PLAN PROFILE
Hori:. two Vert.
X-SECTION TFfRU DAM RAP RIP SPILLWAY
"'s (e~ t9I) As ui4t CONS! T
s rr 1 101 . So ft 7.. Shoe of 1 1 JC OEM~OED tMNt'~ a DAM D>:~ BEa GOM CTB
cob 1M+MNn Surveyed by Designed by Drown by Project -EnV Approved By note