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M . ~ r'"~ A 'i:: • ° i-- a • to t b coordMdtes) 'dro~A ,!1'oh? . s ' s;(. square e ~ Y ~ h1.8rt dl` ~ .f~'~ .~1 13000• Ihot t 8111 . ~ . that ~fil ~r?clslborr . h'.11 r f~~i, ,
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' , ~ 7 / 8 ,''1.~;.. ~ F'.. I~ I V U conc. concrete r ~ (f of ~lCflt~" ~ ,1 ,1 ~u ~11"`n ~bf~nt;~tl'''.Td ~a'~;~~+ I inner G9 4y 30 htcord q s~ ~ ~ y,,,
' 7 78 2 ~ ' ; , , 1113,9 t 7. ~N . "3 28 ~ ~ ~ ~ ~ r. g ~ ~ o c air cond t y „1,: , , ~ i~ r 1 trl and deed references }.N ,:r. r
1„ ! ~ s, o ~ g M8, DB record op r. 1. , ,.1, S 1 a r ~r,~ ~ ~ f~~ ' Y,y~ rt~t, x ~
. i ~ ~ IPS Iron ~,pe Set ~ ~ . , : ' 1 y, ~
' }t. Charlotte~Medical Plato II n IPF Iron Pipe Found ~ ~ ~ ~ ~1 r, ~ ' ~~j1 ~ ~`~~'r'~'
~ m ~ Umited Portnershi ~ P,K, Nafl Found r~~'>~~;,; •.;xyR; ,o'~ •a;~'
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~ . .,f~~:.,~~ , L Pipe ~ water meter - r I f r>. ~ ' ~ ~t
h,~ :~~~t", 1 ; . Found 120,4 ' water vdlve ~ ~ " ant 1. Y T~~ r,•;'i'; '•I fire hydr ) ONL : ~ sf1, t1~4, • , "
' '.a~~+,j 2 I. Pi e ',J,,; .t~/ ~ S 13'05'4 p ,r,~r~,,,~„ . ~ ' A NiENCfOVER . ACK AREAS',OF RANCOIpH R0. NQ ~ sonitor sewer manhole ~RAN~ItIONAL SETS ~ ,
.,.Y;, Set ~ ,;r..,',R, ~ DraMoge Easement Y 1VERE L'biC~ITEd1 Eta fiHE . ' " : , •,1~ I GREATER THAN 24 OIAMEI~'t r ' r, •r,4,~, , as meter THOSE tREES . _ y~ " a~, ,
" P~ . '~,.;Y'~i' it ~ ~ 4 ~ REMAINnER 0~' THE S , . ti'M~` misc. trae .,:".ti
~r~~.~, ; - N ."tk t.1 per 08 3880 2 l l. 1 H 1 ~
N 2p T telephone monho a WA1' A~~'1~ ~ " pR~POSE~' 1tI~H79 OAF , M~
KY',i . h~ I, ' ~ ` . ~1N ~6. + electnc manhde FR(1M MI~9 R~COf~ED YMER'~ 1'AK~'1
6 y '~~F~x~ . w ,t ~ /?/~~~/i~/1~ ? .'~'i. .tlr .n. a btnch mark. 01 ~C?, ~Cd'~'YE'~ANCE 'WI ~ 1 ~ Kl ' f r; irN'<.l 1 T,B,M. tempaory I!e , v f. ,
~~~:~I~ ~ 0 'i~Ae, 1, ,.fT' I,i, . ~ ~ ~ 'V A1Vt. SAID ~ .CI~"M • n mend Q! Ime HA3 ~Y,,i,,~r~?~~:'~'~ 1, ,n y V der 4 ~r'yl.` ~~e. ~~-r'.'.h " 4.',: ~r. Y
t ~h ,a. ~ ~ $ , 0 underground telephonb tine THEREi'17RE . StJ!!,lECT TO CMANf~. , , R ~'a r , ; ..t ,a
s,~.' ~,n'' ,1~4'i $ ~ ~ a T water Ilne r ~ ~ 1~ 1
~ 7 y4 N y, ~r: ~ ry - p Conc. ,.a.~•; b ~ ~ ~ I r wrier line ) 4 ~ , _ 5_ san to y CMAI~C1'~' ~ Conc. K~on. S 1AINED ~~ONI GARY NII~S, q1'r t~ ' n electric MIERE qd ''r ~ r'+~ ~ k. y, ~~1 _UE_ unde grog ,y,, t ~ , ~
a y,; 0 0 1 Found , : ,r ' ; ' . ~ t ~ .,~~'r,;~ ; , 1 CO~IN~'~nR1 ~ 1, . ~la,~ ~ t t~~tv, ~ '1~4 r
1 ' ~ ~ ~ ~ ~ ~ c 5 San fary Sewer Esm t. ~ 'r ' r;, .l' 1 k~s"1' • ~ ~ ; ~ . ~ ~a / per DB 3922-998 r ,forced concrete ~~e S,r " ` rk ,1 i 'i , K. •;1,~ N RCP e n P i ' 7;"+` mod. f ion WAS t'~'t !'~,a4'
Q r~' ~ ,l ~ Y ~ LE. Invert eleva R bA1U~i'I~'N4 ~tNd 4, VE 11C ~r •.I •1 ,',~nit~~ ;r t elevotlon EEMA MAP C0MMl1N
~ 'y '.r. I~h,*,.' R ~ 449 261 \ M,: L 109.42 sPo MASK RM 111 A$ ~IOrIM,dN ey ` •4.
~ , ~ ~ ~ \ I W 1{V111111~~~ ~J~' " IJ'Y. . ~ ~ ~ L A1'ION~ AIDE ICpP +~„a. 5. +MA'~ 1~ , r , ~ ~ ~r
.,~+~i . , / S 29 46 4d M, , ~ / Ch. 0 prdino¢e Easement ~E VERIIrIEb ~Y 1NE C`~N1'RA+C I ~ , , . ~ s~ouu~ ~ ~ , THEIR ~ tOCA110N ,?s•:• , • ,
I~"J. r r - ? - 42 ~ per DB 3880 s I ' ~ ~ ~.r 1 I~S~ ,u~<+'711 i M~ NO DOCUMENt5 FOUND WHICH ~'IVEI' OLD IR ~ IN1E~'V~l. ~I~ ~ TN?0 1"'E~1'. ~ ~ " 6,) CONri3U ,
~~~j' ~ \ T J RI HT OF WAY OF WENOOVER ROAD 0 • ~ ~ r ~ .
V ~IW~ d ,1 TY ` C~. AGENCY; PROPER ~A1~~ ~b~ •N~, ANY GOVERNMENTAL t,`~Ot1l10 (~~11.I11E5 SERE t .
~ ~ r..,~,,,, ,i ~ 11 f~, ~ ~ I ApD1lfb~lAE tl . RIGHTS MAY ST1LL EX1ST. VIC AkD q~lUO MApS• 1~EI~ SAY ~ , , ~ ;.,1~ ~ 5ER E , rr
;,a~ ~ , ~6 Tem oror Droina a Easement .1 ~ r ~ A NOTE. ~ ' ~ S!~ C U110N , '1!i ~ . ' , ~ ~4 eritrMlli~
r ~ ~ P Y 9 ~ and Construction Easement ~ 9 J Ise ~wdlrhi'+ . \ . ~ Irrerl~ 1
I ~~,n ~ f~;~ :y'~. ~ i~~, per D8 3880 Pg. 45 pROpOSEO R FOR ~ ~ ~ ~ Tem Orarr SioptElrn t. dt CMm1/1terAet ~ ~ ~ ~ P 1 M tl~ dr MlM ~ ~
~ ~ n,. •:,,M, ` ~ ~ ~ ASS II! MAJOR o1 ~ Tear or Construction E!m t, t~ee~ agtlee~aelet'N~ , C~ , pa' Y ~ dli' • D.B. 3988 P 09
o~ / ARTERIAL RQADWAY ~e lay, 2~4 ~ A ~ ~ °~'b Per g ~ 11t11d1lrlMf 19llRdf~ptK ' thdAete. Tlds~ ~ rd gtltlldA MlnltrfL ' I:,,;; ,
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'~~"'~'I~~~~ • ; ~ ' ~ ~ THE SURVEYOR ASSUMES NO RESF'fON5191LITY fOft (l11LITI~S PH ROAD t0 ~ ~ ~ , . ~:'!~1~,~1 ~a~' , :;,~,a'> , 80.~'RICHT ~tl~F' wAY OF RANOOI. f..;,y. •a ' i . ~i'1'l J ~ ~1 ~ 4', ~r~ fi'V 111
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' ' , ,I,'~~( r+~ ,r"'~ ~ ~ ' + x~' ~ ' ~ ~ . ~ R P I 1 IT`f T RIFY THEIR LOCA1'101VS. p„w~• , ~ +1~ ES ONS B L 0 VE 1, 1 ~ °iF, ~~I, . S I ~ ti , ~ . , r ~ ~ ~~;,h~, ,Y;r,
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1QV IES: J ~ _ a
1. ALL UNDERGROUND LOCATIONS ARE APPROXIMATE PER DRAWINGS
~ ~ w of
N RA N AND LOCATIONS SUPPLIED BY VARIOUS UTILITY COMPANIES. DISTURBED AREA = 9.04 acres = W U
1. CONTRACTOR SHALL STABILIZE EXPOSED GROUND AS SOON AS 2. CONTRACTOR MUST VERIFY ALL EXISTING FIELD CONDITIONS 72
INDIVIDUAL AREAS ARE COMPLETED. HOURS PRIOR TO COMMENCING CONSTRUCTION, N
Q p ~ ALL TREE SAVE AREAS TO BE ~ ~
2, ALL "STD," NUMBERS REFER TO THE CHARLOTTE/MECK, LAND 3. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO DEVELOPMENT STANDARDS MANUAL. BEGINNING WORK. CONTRACTOR SHALL VERIFY LOCATION AND TAK AND FLAGGED PRIOR TO ~ S ED
AVAILABILITY OF ALL UTILITIES AFFECTING THE PROJECT ON AND OFF )FF ~ COMMENCEMENT OF CONSTRUCTION. W ~
3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL THE SITE. Z I•~if~ M
PERMIT FROM THE ZONING ADMINISTRATOR. Existing Wetland Pond Area ° ~,~I ~
IMIT H WN ON TH PAN 4. ALL DEMOLISHED ITEMS TO BE REMOVED FROM SITE AND DISPOSED 4, ANY GRADING BEYOND THE DENUDED L S S 0 E L IN LEGAL MANNER. p N (Conversion to BMP pond) ~
IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL Z .o 0.23 Acre ~ Q _ ~
ORDINANCE AND IS SUBJECT TO A FINE. 100+1 APPROX. EIJiVAITON - ` - _ _ N U
5. SOILS TYPE Mk6, Eno (ENON, MECKLENBURG SERIES) 100 YEAR APPROX. ELEVATION ~ , 65~ - ' ~ ~ ~ - - _ ` ~5~ - PEA BRIAR CREEK {VAlTRSHED MODEL - - 6 ` ~ \ _ ~ ~ o
5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION SOILS HYDROLOGIC GROUP "C" CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION REEK PLRF RMED BY TTDR . % ~ ~ , w AT MEADOWBROOK C 0 ~ tip l?,s a r
CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 6. BOTH PONDS ARE CONNECTED TO PROVIDE STORM WATER DETENTION ION , • : ~ ~ ~ , ~ . z WETLAND DELINEATION ~ ^x ~ - ' - - 0 ~
TOGETHER ALONG WITH WATER QUALITY. DRAIlVAGEFEATURE ,i , ' - ~
6. STA8IUZATION IS THE BEST FORM OF EROSION CONTROL PONDIOOYEAR ,~~~~,'.-------ss0'_ 3
TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION ELEVATION=645.2 ' - _ - - _ _ _ - ~ _ ~ -
CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN 100+1 APPROX. ELEVATION SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION s1v?rrBUETER i' k~ - w ~
SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEE POND DETAIL SHEET r / r'W~~~ ----,6
1 SEEDED AND MUICHED WITHIN 30 DAYS. ALL REMAINING AREAS ~ c•lo.o ' ~ / / ~ 644-- ~ • / _ - w ~ i -612
ARE TO BE SEEDED AND MULCHED WITHIN 120 DAYS. oA~ ~ba~ _ i~ . i -
1 642y! _ ~ ~ o
7. ADDITIONAL MEASURES TO CONTROL EROSIQN AND SEDIMENT MAY I YEARAPPROxELEVATION /
BE REQUIRED BY A REPRESENTATIVE OF THE CITY/COUNTY P BRIAR cRF.Ex wATERSFRD A1DDa - N - 53 ENGINEERING DEPARTMENT. MEnDO1vBROOx cAEEx,rERroRM[D BY ~ g~1 _
~ ~ •;Y' f. / ~ 0111'LET PIPE FROM POND SHALL ~ ~ ~ ~ ~ , - I I r ~ ~ , ~ _ _ LEGEND. / 'o r ~ f my~4
8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1 Br wnTER ncrrr w aRRVC ~ ~ ~ I i A / ~ / / ~ hR~ - - I ~,ti ao / ' , A r ~ ~ _ ~ PROPERTY LINE ~
GASKETS s~ ~ / ~ - - 1 I / I 1 ~ r ~ ~P~.~ / / , ~ I I' ~ ~ ~ ~ j'~ ~ ADJACENT PROPERTY LINES p
9. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ~ / / ; I I ~ i ADJACENT PROPERTIES, WHEN FIELD CONDITIONS WARRANT OFF- ~ , ~ ~ ~ r. I l I I ~ 0 / ~ / l T~:iil ~ ~ : r • ,r; I ~ _ _ I ~ / ~ / ~ ~n,y p ~ , ~ Ul ~ PROPOSED RK;fiT OF WAY
SITE GRADING PERMISSION MUST BE OBTAINED FROM THE ~~4 ~ ~ '~s ° ' r ~ p ~ ~ / D TION IN/aMP / 4 , `4 r s ' ' ~ ,f ~ ` PROPOSED BUILDING SETBACK 3 C1V11 En ~ eer: ~ ~ / 6g4
AFFECTED PROPERTY OWNERS. ~ ~ ~ w°' ~ ' ~ ' ' ~ ~ F~`:. - au - ~ r: ~a~ ` . / , ~ ~ Eagle Engmeenng Inc. 4 _ _ / / ~y~",~ ~ • / C • • • • • LIMITS OF DISTURBED AREA Q
~ I ~ N o / ~ o'~ ~ ~ ~ ~ ~ ,,.Y off„ / ;k ~ 10, ALL UNDERGROUND LOCATIONS ARE APPROXIMATE PER DRAWINGS AND ~ ~ o I , ~ ; ~ ~ POIQD Ti ~ / Z Trail - Fairview Rd. . a 3l0Indian r.,,' r . 5 ~ PoIQD 100 YEAR 4~- , ~ ~ , j ' ~ l ~ ' • ~ ~ ~ YARD INLET ~ Indlan Tral NC 28079
o ~ ~ ~ b ' i ~ LOCATIONS SUPPLIED BY VARIOUS UTILITY COMPANIES. ~ , ~ i i 1,11 ~ / ~ , ~ I EIEVATI r ~ _ I ELEVATi0l~=645.?l I ~ ~ ~ y I ~ ~ r~ • r i ~
~ ~ ~ ~ ~ ' i ~ ~ 1` ~ ~ f' WETLAND DLSTURBFJ / , ~ I ~ ~ ~ ` ;,'r ~ • , I ,uNCnoN BOX ~ 704 882-4222 ETLAND DISTURBID ~ ~ t 1 r,E"~~ I _ ! 1 • I 6 - -
11. CONTRACTOR MUST VERIFY ALL EXISTING FIELD CONDITIONS PRIOR TO ~ ' ~ ~ m ~ ~ ~ ~ ~ + i i i 1. i ~ ~ j t PER MITIGATR)N PLAN MITIGA1TON PLAN ~ , ~ ~ r~r~/' ~ i 1 I ~ CATCH BASIN (CURB INLET)
CONSTRUCTION. 72 HOURS BEFORE COMMENCING CONSTRUCTION. ~ ~ ~ ~ ~ ~ x ~ I `i~ ~ ~ ! ~ i (BMPDESIGN) / (BMP DESIGN / v ; ~~4 I 1 ~ I ~ H- ~ / ' ~~0 V V ~l'"' , , I ~ t ~ ~ p
~ ~ r ' 12. CONTRACTOR SHA RIFY A FI ED CONDITIONS PRIOR TO BEGINNING WORK, ~ ~ ~ ° ~ LL VE LL L ~ , ~ ~ ~ , ; ~ SEE OIIr FALL DETAII. SHEET GB.O / ' ~ ~ v s / / r ~ r 6` I 1 ~ ~ ~ ~ -PROPOSED CONTOUR W
+ 7 • ~ ~ p ~ ~ 'CAILSI~ETG8.0 i ~ ~ ~ / i ~ •I ~ I D f1ED \ ~ ~ ~•,,,mn,.n,a,,,,~ / ~ CONNECTION PIPE ~Y ~ I ~ • , 1 ~ / V ~ l • I ~ S EROSION \ C' cr ~ I ~ ~ ~ CAR
13. CONTRACTOR SHALL VERIFY LOCATION AND AVAILABILITY OF ALL UTILITIES ~ ~ ~ ` ~ I DErwnoNBAS>K/eiw 'EN1'1 B IN I i ~ FOR TWO PONDS . / ~ S Ef ..0 11 Q ~ ,u~l~~~n,
AFFECTING THE PROJECT ON AND OFF THE SITE. ` ` ~ ~ ! 'S i ~ / l 1 / / ~ ~ n: ~ r I , 1 ~ m ~d` ~~SS~Q''. I 1 ~ ~ ? , ~ I ~ ~1 O r ;a <;
~ T V ~ ~ ~ ~ t/ ~ ~ i 14. A M I H I M T D FR M SITE AND DISPOS D OF IN ~ 5~ ~ ~ s ` ~ ~ ' LL DE OL S ED TES 0 BE REMOVE 0 E o ~ x, w 1 1 r r ~ ~ I ~ f SEAL
i o ~ n~ ~ e~ . LEGAL MANNER. ~ s ~ ~ ~ ~ ~ ~ z I~ ~ ~ % • ~ bxt 1 / O' ~ I 1 , I, I '~I I I .I 1 v ~ 15344
p ~P ~ ` ~ ~ is _ ~ 1 i ~ ~ I ~ ro ~ ~ - ~ 9 ~ ,,r • l I I I ~ • • c~ \ \ W 91 Iv I ~ `ti I ` ~ v ~ - ~ INE
15. ALL STORM CULVERTS W 0 HEADWALLS SHALL .HAVE FLARED END SECTIONS ~ ' t , ~ ~ ~ ' ' ~ I ~ a ''~9G ~ I I a 'e 6T! . ~ ac ~ / G s z ,
(FES) ON INLET AND OULET SIDES. 1 ~ ~ ~ \ b ~ R~
='u: ce ~ ~ ~ 16, ALL STORM PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE ~ • ~ ; ~ ~ , ~ > . ~ o. ~ A "I ~ •
TO CENTER OF STRUCTURE, OR TO THE END OF FLARED END SECTIONS. ~ _ / ~ I , 1 I I I 1 \ sir ~
17. NO DISTURBANCE SHALL OCCUR IN SWIM BUFFER. ~ C i E ~ z
18. MEADOWBROOK CREEK WATER SHED PER CITY OF CHARLOTTE STUDY ~ -.~,~n., ,
r~ 5 a ~ w BY HDR, POND FLOOD ELEVATIONS PER FLOOD ROUTING PERFORMED BY EEL .:~1 ~ ~ i ~ - ` ~ W ~
E L ~ ~ m o . ' i ~ , '8 ~ Z - ~ ~ .,i ~ ~ r^
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STORM SCHEDU ~ ~ ~ ~ ~ s _ 'i ~ ~ ^ ` ~ ' 664 ~ ~ i / / / > - t, ~ m1~ 4 O ( q' ~J, 0 IL
00 ~ -y1 + + ~ r - ta~y<~'... _ I ~ -,:,C' , ^I , J'~ c0 4 .
grateMlBR From To Rpe f3evation Bevation Slope pia TYPE COVB~ tOp Curb r` ~ ~ + , ~ \ ~ C-,' ~ ~ N ~
9ev Length k1 Out (ft./fL) (in) ° ~ ~ - ~ - _ cis`, ~ o Existing Wetland Finger Area o _ _ 1 r W
688.88 CB 1 A CB 1 25, 60 684.88 684.70 0.0070 15 class3 RCP 2, 75 689.38 -n , ~ , ~ , « _ , - ~ ~ ~ ~ ~ - ~ ° (T~a bP eliminat~d~ I-` der ~ JI. , _ is ~ o
~ ~ ~ fL~ C~ _ ".'"'r al 688.88 CB 1 YI-1 68.65 684.60 684.20 0.0058 15 class3 RCP 3.03 689.38 s „ ~ \ ~ ~ _ , ~ ' 0.21 Acr " - s \ e ~ 4.1
ro - ;~;6 679.80 YI-1 YI-2 81,70 676.55 676.10 0.0055 15 c~ss3 RCP 2 - ~ - - - , a rn ~ ` , O
o. \ ~ ~ ~ ~ ,9 ~ 1 S5~ • ~ W r / ~ a' ~ 1 C9 u
680.00 JB-2 CB-2 114.24 676.00 675.43 0.0050 18 class3 RCP 2.5 - BUILD JUNCTION Box ar ~ 1 ~ _ , , ~ _ , _ , , END OF EXISTING HEADN ~1LL ~ ~ ~ ~ ~ . - • ~""1 x K ~ 5 ti Q / ~ r
~ ~ I i AND CONNECT TO EX. ~ ~ ~ _ _ i ~ ' 30" CMP PIPE ~ ~ ~ + ~ ' ~ ~ i U r , „w , / ~ • W
~ ~ ~ ° ~ ' 666.85 0, 0063 12 HDPE 1 - ~ - ~ ~ ~ 669.00 YI-3 CB-2 23.80 667.00 ~ ~ , • 4 • U ~ / r ~ p
~ o \ ~ 672.76 CB-2 CB-2A 45.76 666,75 666.50 0.0055 24 class3 RCP 4.01 673.26 ~ y ~ , ~ ~ • r~i. d ~ ? 1 I I . ~ ~ O - - • ~ 1+~
• ~~~,o i . ~ I I ~ ~ / • v ~
672.76 CB-2A YI-4 179.80 666.40 660.90 0.0306 24 class3 RCP 4.36 673.26 ti , ~ A ~ , ~ , • _ ~ I l tt~i U .
i ~ y. t ~ ~ - - ~w:,t ~~~P \ I I 1 ~ ~ s , t m • ~ . ~ . ~ . 4~
660.55 0.0052 15 HDPE 1.75 - ~ ~ , ~ ~ 663.90 YI-5 YI-4 67.60 660.90 / ~ I / / ~ H
663,90 YI-4 CB-9 81.00 660.45 660.04 0.51 24 H[IPE 1.45 - ~ ~ ; ~ ~ . mow' ~ ~ - r ~ . ~ r , / / ` 688 I I O _687.00- r ~ i - / ~
S ~ ~ I (n~' ~ ~ ~ ~ ,r r, ~ r / r i 1 I I w - - J3AMP 6 ~ - ~ / , o~ ~ / _ / - -6g I i t ac - 666.00_ 66. , ~ / / - i 0, 1 I I ~ / ~ n
I ~ ~ ~ / r / / '~69 ~ I AV
667.90 YI-2 CB-8 85.50 664.90 664.20 0.0082 15 HDPE 1.75 - ~ s', ~ ~ ~ • „-f tM
( ~ y ~i 665.20 CB-8 CB-3 87.65 662.20 657.00 0.0593 15 class4 RCP 1.75 665.70 , ~ 1 . , , . + ~ 1 i I _ - - ~ ~ ' ~ ~ 0 ~ ~ I / ~ ~ - ~ I / ~ ~n I W ~V 0 ~ / ' ~ ~ to
I + - - 660,12 CB-3 CB-3A 36.75 656.80 656.00 0.0218 15 class3 RCP 2, 07 660.62 ~ , ~ ; . ~ . , ~ dds d~ r ~ ~ ~ ~ ~ , ~ v ~ s a. ~ I ~ ~
-3A 7 , 90 655.20 0.010 18 class3 RCP 3.03 660, 93 ~ ~ ~ ~ ~ ~ ~ : 660.43 CB CB-9 0.77 655 ~ , , ,~a B ~ ~ ~ ~ ~ ` TOP W , , ui rl R, i f A ~ r .ooh e z
ti I ~ I I .c r ~ ~ ~ - \ I I / i ~ i v ~ ~I / ~ ~ AA,,
~n~ ~ I I I A '1 . 80 . ~ ~ ` \ \ \ \ \ I `v V I t 686 - , ' w
0 0104 24 class3 RCP 8.13 663.63 `~"a~" I ' ~ 663,13 CB-9 FES1 105.91 653,00 642.0 ~ , . „ , ~ ~,,n t o~ I r ~ ~ i
m,P~° I i ~ • ~s, v ~ n ~ i i• ~ o
r ~ i I I ~ I • ~ ~ ~I I I I ~1 9 ~ ~ ~ C7
~ ~ ~ ~ I • 678.50 YI-14 YI-13 133.68 676.25 673.00 0.0243 12 HCIPE 1.25 - ~ I ~ , 1 ' ' ~ 8q~ 1 1 ~~1 I ~ I L ~ rn ~ IN A ~ ~ I
I, I e I. I ~ 675.50 YI-13 YI-11 182.75 672.90 671.80 0.0060 18 HOPE 1,1 - ~ + I , ~ . , ~ CONDO k'>~R S E, I , : I 1 I ~ A ~
+ ~ i I I L ~ ~ ~ f-f E=-685.50 ~ r rn I I I I I •I 1 ~ ~ a
~ ~ III + , ~ I I• i v ~ ~ I I ~ I I/ ~
668.31 CB-10 CB-10A 94,37 665.31 662.19 0.0331 15 class4 RCP 1,75 668.81 4 I , , , , ~ ~1 , ' \ \ a. I ~ ~ ~ I II \ w
665.34 CB-10A YI-10 94.37 662.09 660.50 0,0168 15 class3 RCP 2 665,84 , ' ' ~ ~j I I I• I ~ ~ ~ ~ ~ ~ . ~ , ~ ~ p/ r ~ I A l ' ' ~ 668 ~ `D • I
~ I I • ~ ~ r ~ t `I ~ A p
i I i ~ I I\ I I I I ~
665.00 YI-12 YI-10 96.95 661.00 660.50 0.0052 15 HDPE 2.75 665.50 ~ + ~ I ,n~ ~ • ~ o I ~I ICI I •I ~ I i ~ ~9 , ~ ~ , ~ ti I . , _ - CCU , I - ~ ~ ~ _ ~ ~ ~ ~
4 +1 I I I I,~ I l+ I I I I '45' I
663.50 YI.10 YI-11 128.27 659, 50 657.50 0.0156 18 HDPE 2.5 ~ ~ ~ . , I z~~ f~:, ~ ~
, I 661.00 YI.11 YI.9 98.99 657.00 648.50 0.0859 18 HDPE 2.5 - ~ ~ I ' ' r r i G _ - - / • ~ • v
~ o FO S ~ ® ~ / - ' ~ g Pro ect 0507-0100 _ - 1 r / ~ t~ a-
I ~ I.~ ~ ~ , ~ ~ 1 ~ i FFE= 90,50 ' ~ 9 ~ - ' ~ ~ ` ~~w --55 _ _ - - - ~ Date 11.30.0 r ; \ t;98
655, 00 Y I-7 Y I-6 81.30 651.00 648.50 0.0308 15 HIDE 2.75 - ~ ~ ~ ; . ; ..v ~ , ° % i _ 7 , By g95 i - O
~ ~ ~ ~ ~ •i 651.80 YI-6 CB-4 85.71 648.40 647.80 0.0070 15 Ht~E 2.15 - ~ , , _ _ •F , - - ~ s. _ _ _ Revisions ~
650.92 CB-4 YI-8 26,45 7.60 645.00 0.0983 15 class3 RCP 2.07 651.42 ~ ~ ~ ~ o 64 , ~ . • ~N _ ~ ~
647.80 YI-8 YI-9 89.33 644.80 644.35 0.0050 15 HDPE 1.75 - + I ~ ~ ~ ~ + ~ 11 ~ ~ ~ ,
II ~ ~i h6°~ i PCJ C vi ~ W ' ~ n / • f G~ ~ ^ N I ~ ~
+ ~ l ~lo~ ii ~ 651.50 YI-9 CB-6 167.74 644.25 643.35 0.0054 24 class3 RCP 5.25 - I ti ~ I~' ' •
+ ~ w`~ PROPOSED PROPERTY I.iNF. + ~I , . , ~ Drown ~ - Boa BY
649.50 CB-6 FES-3 69.70 643,25 639,00 0.0610 24 class3 RCP 4.25 650,00 , ~ ~ 1,+ 1 t ~ f', ~ M• / ~ ~ ~ I ~ • • ? 1 ' 1~!~ '~.6 •y6~ Rl]FFER WALL SEE ARCtI PLANS ~ Checked By
WATER TIGHT ~ v RcP~ - - - = ~ ~ Content
646.17 UTFALLI JB-1 122.31 638.00 637.38 0.0051 24 class3 RCP 6.17 - ~ ~ i ~ + ~ ~rn~ ~ +t\ 12" cPW ~ _ ~ I / f ~ . ~ (P.
m,.~ + , 645.00 JB-1 CB-5A 108.99 637.38 636.83 0.0050 24 class3 RCP 5.62 - m rn~n~., - ~ . - - ~ ~ ~ ~ ~ ~ MASTER STORM
~.t~~ 1+,~++ ~ ~ 645, 33 CB-5A CB-5 25.83 636, 83 636.68 0.0058 24 class3 RCP 6.5 645.83 ~ + + „ ~ ~ m,m ~p GRAPHIC SCALE ,o 0 t,,~~ ~ - MANAGEMENT 9l5 ~ ~ a
645.33 D B-5A ~ ` ~ ~ ~ ~ M C JB-3 25.98 636.68 636,00 0.0262 24 class3 RCP 6.65 645.83 , a, ~ ~ I / r 1' ~ 2S SO 100 ~ ~ ~ N I ~ M 9~ ~ ~ r~~, rn. so 0 1~ ~~6 ~ m S
~ 'ti/ r PLAN s~ ~
- FES-4 JB-3 25.98 637.50 636.00 0.0577 18 class3 RCP \ ( IN FEET) \ Sheet
645.33 JB-3 EX 30" 14.60 636.00 634.00 0.137 30 IX.CMP 6.83 'I inch = 50 ft, \ ~ Q C 4.0

V ~ o
U J ~ a
N01ES: ~ ~
1. ALL UNDERGROUND LOCATIONS ARE APPROXIMATE PER DRAWINGS W of
AND LOCATIONS SUPPLIED BY VARIOUS UTILITY COMPANIES. GENERAL NOTES• DISTURBED AREA = 9.04 ocres z W U
Fw
1. CONTRACTOR SHALL STABILIZE EXPOSED GROUND AS SOON AS 2. CONTRACTOR MUST VERIFY ALL EXISTING FIELD CONDITIONS 72 INDIVIDUAL AREAS ARE COMPLETED. HOURS PRIOR TO COMMENCING CONSTRUCTION. >
p iti ALL TREE SAVE AREAS TO BE ~
2. ALL "STD." NUMBERS REFER TO THE CHARLOTTE/MECK. LAND 3. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO TAKED AND FLAGGED PRIOR TO ~ S
DEVELOPMENT STANDARDS MANUAL. BEGINNING WORK. CONTRACTOR SHALL VERIFY LOCATION AND AVAILABILITY OF ALL UTILITIES AFFECTING THE PROJECT ON AND OFF ~ C.a COMMENCEMENT OF CONSTRUCTION. W d
3. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL THE SITE. Z A.~ M
PERMIT FROM THE ZONING ADMINISTRATOR. Existing Wetland Pond Area ° Q ~ N
4. ALL DEMOLISHED ITEMS TO BE REMOVED FROM SITE AND DISPOSED (Conversion to BMP pond) a =
4, ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IN LEGAL MANNER. f/a 0,23 Acre _ ~ ~ ~
IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. I(H?+I APPROX, EIEVA"Il(XV - - - - - ~ ~ U 5p _ - - - - ~.,GS ~
5, SOILS TYPE Mk6, EnD (ENON, MECKLENBURG SERIES) loop 100 YEAR APPROX. ELEVATION - 6 - l~Blf - g§ ~ ~ ~ o - _ a ~ ~
5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION SOILS HYDROLOGIC GROUP "C„ PERK PER BRIAR CREEK WATERSHED MODEL ~ ~ ~ / . ,,ry , ~ ~ W Z YHDR w. ~!b a AT MEADOWBROOK CRF.EK,PERFORMF.D B - - ~Aq ,6($ ` ` Q .c
UNTY EROSION AT ME CONTROL PLAN IS A VIOLATION OF THE CITY/CO : ~ m
CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 6. BOTH PONDS ARE CONNECTED TO PROVIDE STORM WATER DETENTION ~~n.ANDDEL~ 1VEIT.AND D©.INEATION - - - _ _ _ - ~ - _ OG -
TOGETHER ALONG WITH WATER QUALITY. DRAINACEFEATURE 6. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. POND100YEAR - r' ~ ~-------660-__ 3 ~
TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION F.IEVATION-645.2' .n ~ _ - _ w ~
CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN loo+I APPROx ELEVATtoN
SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION stiv?Mau~ER ' ~ - g
SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE sEE POND DETAQ. sl~Er \ - ' i s / / 644 - ~ . ~ - w
SEEDED AND MULCHED WITHIN 30 DAYS. ALL REMAINING AREAS o1 c-lo.o s44 - , , - ~ i ~ ` 672 d
ARE TO BE SEEDED AND MULCHED WITHIN 120 DAYS. ~ ~ 642 - - - ~ i ~ ~ ~ - r.
7. ADDITIONAL MEASURES TO CONTROL EROSIQN AND SEDIMENT MAY 1 YEAR APPROX. ELEVATION / jam" ~~i / ~ . • - Q
BE REQUIRED BY A REPRESENTATIVE OF THE CITY COUNTY P BRIARCRF.EKWATFRSH®MODEL „~6~ / r , J y ~ ~ ~ • O
ENGINEERING DEPARTMENT. MEnDOwBROOrcREER,PERFORMEDBY 'g11~ ~,,:;Y _';~l,T~` ~ - I I ~ , _ _ LE
01ITLET PIPE FROM POND SHALL ~ ' ~ ~ ' y i ~ ' P THAN 2.1 " - ~ r \ ,'i ,~,zy?,. `~,N 680-_- ~ ati ~ ~ ao ~ ~ ,,'z, ,,k, ° r. ~ ~ _ PROPERTY UNE
8. SLOPES SHALL BE GRADED NO STEE ER BE wnTrR n(arr w~ aRINC % ~ ati I Ao i GASKETS v~ / J i 1 / i ~ PVIP,~ / ~ ' ~ ; ~ - ADJACENT PROPERTY LINES p
9. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ° / ~ i ~ ~ ~ I ~ i Y 1 ~ ~ I I ~ ~ O ~ ~ ~ , / i ~ ~ f ail" , ~ ~P~;~, r : r . ~ ~ , PROPOSED RIGHT OF WAY
NDITIONS WARRANT OFF- r ~ i r ~ ~ , ~ • _ r r ADJACENT PROPERTIES. WHEN FELD CO rn~ ~ ~ f~7 ~ ' D T10N IN/BMP ~ , ~ r • q' ~ PROPOSED BUILDING SETBACK ~ CiV1I
SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE 9 = a ~ ~ ! AFFECTED PROPERTY OWNERS. ~ ~ - au - ~ , ~ . , 6~ ~ ~ le ED meerin Inc. ° / C • • • • MI OF DISTURBED AREA ~ ~ g g i ~ U TS
n~ ~ ~ raw , r r ti , - ~ ~ ~ ~ 2 a 3l0 Indian Trail - Fairview Rd. Ii / / "a n ks, / ~ - S , ~ ~ / i ~ YARD INLET
10. ALL UNDERGROUND LOCATIONS ARE APPROXIMATE PER DRAWINGS AND 1 , ~ e~ ~ ,r ~ /rr PoiQDiooYEAR , oiQD loo Yea f~ ~ ~ ~ ~ ~ r ~ Indian Trail NC 28079 / ~ ~ eg .r ~ LEVATIO~ 645.71 I ~ ~ ~ ~ ~~l*.,.~ 3 ~ I ~ I r . ~ i ~
LOCATIONS SUPPLIED BY VARIOUS UTILITY COMPANIES. ~ ; ~ i i i x,11, / ~ ~ ~ i ELEVAT10If 645.71 ~ ~ ~ ~ i ~ / I ~ ~ ~ 14, WETLAND DLSTURBID ~ / , . ~ A , . r f ~ ~ ~ ~ ~ , ~ ~ ~ JuNCnoN eoz } [phone] t~» ~ .r r:. I i 6 - ~ r~ ~ I I I a
1, I ~ I ~ A k~ i 11. CONTRACTOR MUST VERIFY ALL EXISTING FIELD CONDITIONS PRIOR TO ~ , , rn , , + r~-~ ' PERMrrIGATIOrrPLAN ~ 1P1,AN / ~ ~s r~ ~ rf'~-:~ ~ i ~ f CATCH BASIN (CURB INLET)
CONSTRUCTION. 72 HOURS BEFORE COMMENCING CONSTRUCTION. ~ ~ ~ ~ ~ ' • ~ ~ ~ BMPDESiGN) i~ 1 ~ / ~ r. , , / c,° :SiG / ~ ~ ~ ~ d' . I ~ ~ ~ ~ ~ I u A ~ ~ ~
' , ~ ~ ~ , I . , , ~ , ~ 1 , ~ ~ o ~ ~ ~ ~ , a,~ ~ I ~ ~ ~ ~ -PROPOSED coNrouR W i ~ ~ / ' r~ f• I ~ ~ D I?FD 1 ~ Ur ,,,,g000Uq~au~/,
12. CONTRACTOR SHALL VERIFY ALL FILED CONDITIONS PRIOR TO BEGINNING WORK. - ~ , ti ` ~ ~ ~ r , ~ SEE OUT FALLDETAB.SHEETGB.O C•B.0 ~ ~ ~ / NNECr10N PIPE ~ ~ ~ - M, , ~ ~ ~ ~ CO ~ • l I I S ERC?SLON PIAN ~ C vi a CAR
13. CONTRACTOR SHALL VERIFY LOCATION AND AVAILABILITY OF ALL UTILITIES ~ ~ ~ iy,' ~ / ' DETENTIONBASIN/BMP ~ J / ~ ~ ~ o u~ O IIN I / FOR TWO PONDS ~ • ~ ~ S El' ` ~~.0 ~ ~7 1 / ' y 1 i ~ W ~~SS~~
~~j'? ~ ~ OUjFAtt r r AFFECTING THE PROJECT ON AND OFF THE SITE. ~ i ~ ~ r / / ? ~ I ~ ~ o ~ ,aQ
~~c - A /0 ~ ~ ; ~ ~ ~ ' ~ ~ I ~ ~ F SEAL a~4'''~"u 1 ;I ~ / • • rn ~ W ~ t
14. A D MOLISHED ITEMS TO BE REMOVED FROM SITE AND DISPOSED OF IN 5-, ~ o ~ ' ~ w LL E , - o r\ r ~ ~ ~ 1 ~ ~ r i ~ ' ~ 6` 4 ~ ~ , ? ~ I ~ i ~ ~ ' b1 • , ~ ~ ~ 15344
LEGAL MANNER. ~ " ` ~ ~ ~ ~ . ~ ~ o , ; ~ I ~ , ti ~ X ~ ~ . ~ ~ >b~b 1 I ~l / I ~ co ~ ~ W ~
~p s ~ ~ • 9 f • r 15. ALL STORM CULVERTS W/0 HEADWALLS SHALL HAVE FLARED END SECTIONS , ` _ _ ~ . ~ ~ " ~ ~ ~ ~ el~~~ I " ~ ~ a ;9 INE
FES ON INLET AND OULET SIDES. / ~ 1 ~ ~ . /~<`s , " ~ ~ ~ ' ( ) ~ ~ ~ G ~ ~ ~ . • ~ ~ a,~ L ~ ,,,gyp b ~ ~ z M p
ce I , ~ i w y r ~ 1 ~ sa19 ~,a ~~y,J . ~
M N R OF STRUCTURE \ ~ ' ° , ° tfi. ALL STORM PIPE LENGTHS ARE MEASURED FRO CE TE • ,j A~ 1, ~I i ~za ~ ~ .
F R R T TH END OF FLARED END SECTIONS. - - ~ ~ TO CENTER 0 STRUCTU E 0 0 E _ i ,,~~y ~ ~ 3" ,:1 W e ~
17. NO DISTURBANCE SHALL OCCUR IN SWIM BU E ~ , ' ~ ~ r p0 3
18. MEADOWBROOK CREEK WATER SHED PER CITY OF CHARLOTTE STUDY ft r~ -''s:-~_ .,w OD ROUTING PERFORMED BY EEI. V1$ ' , ~t BY HDR, POND FLOOD ELEVATIONS PER FLO p ~ ~ , , u, \ W
\ \ Z - 7. \ \
. 4 ~ ~ ~ i
r~ i I - ~ ' - ~ ~ •f.5.. v J 0
o, ~ , 6 - STORM SCHEDULE: ~ , ~ ~ ~ I ~ S _ ` 664. ~ O
~ .d ~ ` ~ ~ i - ~ i ~ ' - ~ - ~ ~,p ti ' ~ 1 ~ Zy
~ ~ v1 ~ ~ ~S L1V. grateMlBR From To Rpe Bevation Bevation Slope Dia TYPE COVB~ tOp Culti ~ ~ ~ ~ ~ , ~ ....t ~ ~
Bev Length In Out (ftlft) (in) ~ ' ~ ~ ` ~,o 'r , _ _ - - c~, ~G o Exlsting Wetland Forger Area o C/1
1~~ A ~r~-'( 7 - 688.88 CB 1A CB 1 25.60 684.88 684.70 0.0070 15 class3 RCP 2.75 689.38 , 01 , ~ ~ - = f - - - ~ 1 - ~ O ~ r. W ,B _ _ ~ - - ~ ; (To be eliminated) a ~
~ , s ~ 0.21 Acre ~ ~ ~ ~ > ~ o ' ~ V
688.88 CB 1 YI-1 68.65 684.60 684.20 0.0058 15 class3 RCP 3.03 689.38 s ~ ; ~ ~ ,_~,a , ~ ~ _ _ _ ;~;e r' A ~ ` 1 ~ 0 r~
679.80 YI-1 YI-2 81.70 676.55 676.10 0.0055 15 class3 RCP 2 - ~ \ ~ ; = ~ . - - o. \ ~ ,c~ ~~l .9 ~ _ , • u
680.00 JB-2 CB-2 114.24 676.00 675.43 0.0050 1$ class3 RCP 2.5 - Bun.D,~nvcrloNBOxAT~\ , ~ , _ END OF EXISTING HEADN ~ ~ 1 ~ u~ ~ 4 v, • Q ~ ~ Z ,i ~ k`42 ~ / ~ ~ ~ ^ ~ '4. / / i s.. , Y'.
j AND CONNECP U t I I ~ , s I ~i i ~ 30" CMP PIPE ~ ~ ~ ~ ~ ' „~,.r U n ~ ~d I r , x 3„,
'd / W VJ , • U
\ ~ 669.00 YI-3 CB-2 23.80 667.00 666.85 0.0063 12 HDPE 1 - ~ + ~ r~'~, , ~ ~ ~ • . ~ / ~ ` ~YY ~ Q ~ 1. .~~r V~ ..i ~ , ~ 0 •
672.76 CB-2 CB-2A 45.76 666.75 666.50 0.0055 24 class3 RCP 4.01 673.26 ~ , ~ ~ , ; , k _el~ o r . , 1 ~ ti„ ~ r' { ~ a' c . I ~ ~ / ~ ~
672.76 CB-ZA ~ YI-4 179.80 666.40 660.90 0,0306 24 class3 RCP 4.36 673.26. . , _ , ~ - ~o ~ :.iriC' 1 ~ t~~ ~
i ,1 ~ ~ v I ~ I / / ~ m ~
V ~ \ r l • ~ ~ - `a'rt _ _ ~ I I i H
.663.90 YI-5 YI-4 67.60 660.90 660.55 0.0052 15 HDPE 1.75 - ~ r ~ l~-• (fly (J1 ~ ~ A ~ ~ r• ~ ~ V~ I ~ i / / I 0 ~ I I / - 6g . 1 I
663.90 Y I-4 CB-9 81.00 660.45 660.04 0.0051 24 HDPE 1.45 ~ ~ \ I , ~ ~ ~ , _ ss~.a t _ ~ ..667.00- 1 ~ r ~ ~ / ~ / / ~ 8 ~ I I ~ --$~P / ~ V~ ~ / / l / / ~ I ~ / ~
~ r ~ a ~ ~ r - _ 666_60_ i - 666,00_ 666. ~ / ~ / , ' - ~ / ~ - -680.. I I ~ / - i i to n
ti ~ r ~ • 1 ~ r , 65 667.90 YI-2 CB-8 85.50 664.90 664.20 0.0082 15 HC1PE 1.75 - ~ , I ~ ' , t~ - ~ ~ ~ ~ ~ ~ ' / / ~ V / ~ I ? ' Z _ / ~ ~ / - _...-6 ~ ~ ~ • - s ~ 3 ~ ~-I / ~ ,
i r r P~ ~__r~" - 665.20 B-8 B-3 87.65 662.20 657.00 0.0593 15 class4 RCP 1.75 665.70 ~ I ~ y~ r ~ ~ , C C i
V / I I I w
660.12 CB-3 CB-3A 36.75 656.80 656.00 0.0218 15 class3 RCP 2.07 660.62 , ~ I ~ ~ ~ ~a. ~ ~0 ~ . ~ ~ / ~ / ~ ~ ~ ` TOP W ~ 9 . I , - ~ vi rl
660.43 CB-3A CB-9 70.77 655.90 655.20 0.010 18 class3 RCP 3.03 660.93 ~ , , p . ~ . - N ~ ~ ~ ~ ~ ~ ~ ~ I I ~:g I ' ~ ~ - ~
;9 ~ 1 ~ ~ I •O~i y.c / ~ ~ ~ ~ I ~ r ~ V A A A I ~ W
P 1 1 ~ t' 663.13 CB-9 FES1 105.91 653.00 642.00 0.104 24 class3 RCP 8.13 663 3 ~ 1 ~ ; ""p 80 . ~ ~ ~ ~ ~ ~ ~ ~ I V I ~ 686 - ~ ~ w ~ ~ ~ ~ ~ I ~ , ~ 1 ,1P , ~
I r ' m'gr' ~ ~ I ° ~ n rn I r • ~ ~ I I ~ ~ i'
r~~ ;o, \1 ~ 1 I r• r ~ u ,r 1'`. ~ ~ ~ ~ • r ~0 d~~ g+~ - ~ ~ ' ~ ~ ` ~ ,III I I• / in - ~ i F- - ,r' ~ _ ~ I , I I I ~ s8~ - r x
~ r Ir ~ I , ,;~!K5~ ~ ~ ~ ~1A _ _ ~ ~ o~ I I 1 ' i ~ ~ 1 ~ ~ C9 ~ ~ 6q ~ ; 1 I o~ / ~ ~ I ~ I ~ ~ ~
678.50 YI-14 YI-13 133.68 676.25 673.00 0.0243 12 HDPE 1.25 - ~ ~ , 1 ~ ~ i i I ~ , nv0 A - ~ ~ I , - - ~ , I I I ~ ti ~ . ~
675.50 YI-13 YI-11 182.75 672.90 671.80 0.0060 18 H[IPE 1.1 - ~ , ~ , I . r - ~ CONDO SA~,E ~ I ~'i I ~ ~ ~ ~ _ ~ ~I I I ~ ~ I ~ W ~ ~ ..=F<rE=-685.50 I ~ I I I I I ~ .I I ~ ~ ~ a
~ r ~ .I ~ ~ , ~ ,
~ \ ~ , ' ~ r 668.31 CB-10 CB-10A 94.37 665,31 662.19 0.0331 15 class4 RCP 1.75 668 1 ~ r , , , , I , ~ ` ~ I A I W wT~ ' ~ ~ ~ ~ I ~ i ~ ~
~ r ~ ~
168 15 class3 RCP 2 665.84 , ' ' ~ ~ ' 665.34 CB-10A YI-10 94.37 662.09 660.50 0.0 i- ~ I I ' ~ ~ i / ~ / ~ ~ % ~ ~ ~ ~ ~ •I• Z
y / 'r ' , I I 1 I r ~ ~ ~,I\ i I ~ I , r ~ • ~ ~ ~ ~ - ~ _ ~ • I It I q / ~ ~ ~ I 1 l ~ ~
665.00 YI-12 YI-10 96.95 661.00 660.50 0.0052 15 HDPE 2.75 665.50 ~ ~ ' ,n~ I. ~ o ~ , ~I Iii I,I ~ I ~ i ~ v, ~ ~ ~ ti ~ ~ I C~v c~
I ~ I I • C0 I I i • ~ ~ ~ I ~ I - _ . / ~
1` I I I ~ r' 1, i , i ~ i ~ ~ s, _ , - / -
663.50 YI-10 YI-11 128.27 659.50 657.50 0.0156 18 HDPE 2.5 - ~ , I ~ , ~ , I ~ , ' I ~,.r ,r , r ~ ~ ~ ~ - - ~ ~ i c~
661.00 YI-11 YI-9 98.99 657.00 648.50 0.0859 18 HDPE 2.5 - ~ ~ , , . ' , i r I , 0 0 FOIL S ' " ' _ 94 ~ , • / ~ g Project 0507-0100
I r l I I r ~ i 'FFE~ r6 ~ , , ~ • _ / - , , - ~ Dote 11.30.01
~ 1 1 r ~ HDPE 2.75 - 7 , r r r ~ ~ ~ . _ _ - ~ ~ ~ r , , 655.00 YI.7 YI-6 81.30 651.00 648.50 0.0308 15 _ ~ ~ , _ - , _ ~ ,/S - , ~ g ~ 0
~ r , ~ 651.80 YI-G CB-4 85.71 648,40 647.80 0.0070 15 HDPE 2.15 ,~r , ~ , , ' ~ ~ , 8 _ _ ~ - % s.~9 - ~ ~ Revisions
~ - ~ ~ iV ` ` 1.~ ~ ova/~, 650.92 CB-4 Y I-8 26.45 647.60 645.00 0.0983 15 class3 RCP 2.07 651.42 , , , ~ , ~ti ~ , E ~ i I' • • W
• ~
647.80 YI-8 Y1-9 89.33 644.80 644.35 0.0050 15 HDPE 1.75 ~ , , \ , ~ . ~ , , • ER ~ ~.r- - ---7oz-, ~ 55 F ~ , ~ - W ~ , • GLP N i
~ ~ , ~ I la ~ i i ~ ~ ~ I ~ , ~ J
651.50 YI-9 CB-6 167.74 644.25 643.35 0.0054 24 class3 RCP 5.25 - ~ + ~ ~ ~ • 1 ~ , ~ -t-' 1.A ~ Drown ~y , 1 , r - 704
PROPOSED PROPERTY LINE ~~ti ~ \I r , ~ ~ , 649.50 CB-6 FES-3 69.70 643.25 639.00 0.0610 24 class3 RCP 4.25 650.00 , ~ ~ , M s~ ~ . A ' r I i ~ - .6~•~. ~ Rlll•FhR WALL SEE AItCII PLANS ~ ~ ~ ~ Checked By M • • ~ y6
~A~ TAD ~}y±L1T q~ x ~ . . YYA I ~ 1 Nfl l ~~n ~ ~C ~ 1 ~ ~ V ~ I .+r" ` ~ b ~ ~ P1 _ - - - ~ Content
°~a ` ~ ~ I ~ I ~ I I ` ./~1 i~- s, ~1~11. 646.17 UTFALLI JB-1 122.31 638.00 637.38 0.0051 24 class3 RCP 6.17 - ~ ;'s ~ ~ ~ ~ ~ ~ ~ a rn~ q 1 ~q" GP ltd , ~ I '~RC _ - - ~Q i I / I`- - ~ C' ~ ~'•o
9~ 11 ~ ~ ~ 5.00 JB-1 CB-5A 108.99 637.38 636.83 0.0050 24 class3 RCP 5.62 - ~ , \ - = ~ ~ ~ MASTER STORM
~n". ll,~` ~ I r`.. ~ ~ ~ ~ ~ ~ ~ ~ 0 0 ~ m T GRAPHIC SCALE ~ ~ ~ ~ ~ Q MANAGEMENT lily i ~r.,N ~ ~ ~
645.33 B-5A class3 \ , ~ ` ~ ~ C CB-5 25.83 636.83 636.68 0.0058 24 RCP 6.5 645.83 - „ 1 s ~ ~ ~ r i ~ gi.9l i.91 r~ .s ~ ~ 0 2s so too ~i ~ i M gi ~ ~ ~s, gyn. ~ o \ ~ Q
645.33 DCB-5A -3 lass3 6.6 5. 3 \ ~ I r M ~ JB 25.98 636.68 636.00 0.0262 24 c RCP 5 64 8 ~ ~1, PLAN
~ ` ~ V ~ , ` ,/r '
4 ~
- FES-4 JB-3 25.98 637.50 636.00 0.0577 18 class3 RCP ( IN FEET)
645.33 JB-3 EX 30" 14.60 636.00 634.00 0.137 30 Dc.CMP 6.83 - a y° Sheet I inn = 50 ft. A 0 C 4.0
a

?? W A r?9Q?
> -1
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe; Ph.D., Acting Director
Division of Water Quality
February 12, 2002
DWQ# 01-1833
Mecklenburg County
W. Clay Grubb
Sterling Mint LLC
C/o Grubb Properties
1244 East Blvd.
Charlotte, NC, 28203
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Grubb:
You have our approval, in accordance with the attached conditions, to place fill in 0.44 acre of wetlands in order to
construct the Sterling Magnolia residential development in Mecklenbug County, as described in your application received by
the Division of Water Quality on January 9, 2002. After reviewing your application, we have determined that this fill is
covered by General Water Quality Certification Number 3287, which can be downloaded from our web site at
http://h2o.enr.state.nc.us . This Certification allows you to use Nationwide Permit Number 39 when it is issued by the U.S.
Army Corps of Er ears. In addition, you should get any other federal, state or local permits before you go ahead with
your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed
regulations. You should send an application to the Division of Land Resources for their review of your project under dam
safety rules as well as erosion and sediment control. Also this approval will expire when the accompanying 404 permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us_iri writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of.the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please tetephbne Mike Parker in our Mooresville Regional Office at 704-663-1699 or Cyndi Karoly in Raleigh
at 919-733-1786.
Sincerely,
//_,??Gregory J. Thorpe, Ph.D.,.
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Mooresville DWQ Regional Office
Central Files
File Copy
David Rector, 310 Indian Trail-Fairview Road, Indian Trail, NC, 28079
011833
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
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MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Sterling Mint LLC County Mecklenburg
Project Number 01 1833 County2
Recvd From APP Region Mooresville
Received Date 1/9/02 Recvd By Region 1/22/2002
Project Type Sterling Magnolia
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
M
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
E
39 Stream ©?' D N F_ 11-137-8-2 ?F 30,834. o.4-4F - ?-?
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 351115 Longitude (ddmmss) 804831
Comments:
Annlic, ant is imposing to impact 0.44 acre of riparian wetlands for the purpose of constructing a
multi-family development consisting of condominiums and apartments. The impact will result from
the construction of a wet detention basin in the area currently occupied by an isolated (? pond, and
from the encroachment of a buildin 's footprint a 'acent to an area where a shrubbed wetland ditch
is located. No mitigation is imposed for any of the impacts. A second detention basin will be
constructed down gradient from the first basin and will encroach upon existing wetlands that lie
alongside Meadowbrook Creek. The locations of both of these ponds are such that site development
constraints (topography, zoning constraints, local stream buffers, etc.) have made it impossible to
avoid any wetland impacts. The ponds are required by local (Charlotte-Mecklenburg) ordinances.
Care should be exercised in the construction of both ponds since the construction (disturbance) limits
are essentially adjacent to wetlands that are not imposed for impact. Issuance of the 401 is
recommended,
cc: Regional Office
Central Office Page Number 1
Triage Check List
Date:
To: ?RRO Steve Mitchell
?FRO Ken Averitte
?WaRO Deborah Sawyer
?WiRO Joanne Steenhuis
?WSRO Jennifer Frye .
t JARO Mike Parker
( i1RO Pate Colwell
From: U
?-
Project Name ?vJ- ?
DWQ Project Number o- 1 ) 3?
County- _ -e
Telephone [phone] b
The file attac7ied is being forwarded to you for your evaluation. Please call if you need
assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USGW topo maps
Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamilco, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and_or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings? -
? Cumulative impact concerns
`? - •_ .
- - - . Comments J
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411
E L E
ENGINEERING
December 11, 2001 •? ??"
Mr. Steve Chapin
Asheville Regulatory Field Office
U.S. Army Corps of Engineers
151 Patton Avenue
Room No. 143
Asheville, North Carolina 28801-5006
Re: Sterling Mint, LLC
Sterling Magnolia Multi-Family Development
Nationwide Permit No. 39 - Pre-construction Notification (PCN)
Eagle Engineering, Inc. Project No. 458C
Dear Mr. Chapin:
On behalf of our Grubb Properties, Inc., Eagle Engineering, Inc. (EEI) is pleased to
submit one (1) original and one (1) copy of the Nationwide Permit No.39 Pre-
Construction Notification (PCN) Application Form. The proposed project includes the
construction of a multi-family development (6 apartment bldgs. and 2 condominim
bldgs.) and associated site improvements (parking tracts, access driveways, detention
ponds, utilities, etc.). The site is traversed by an existing public (CDOT) street,
Wendwood Lane. Per our discussions with City staff, this street will be improved (i.e.
urban roadway section.) to meet current City standards.
The U.S. Army Corps of Engineers approved wetland delineation on July 8, 1998 (ref.
Action ID No. 199830915). The total property for the project is 11.99 acres. This
includes 1.02 acres of wetlands. Wetland impacts are as follows:
Elimination of 0.21 acre (wetland "finger")
0.23 acre conversion of upper wetland (isolated dry pond) to BMP pond
In accordance with our previous discussions (meeting w/Pete Colwell on 11/6/01), Eagle
Engineering, Inc. has designed a best management practice (BMP) pond for the upper
wetlands (dry, isolated pond) and a detention basin graded outside of the lower wetlands
adjacent to Meadowbrook Creek. A small "finger" (shrubed wetland ditch) portion of the
lower wetlands will need to be eliminated because of proposed building construction and
horizontal re-alignment of Wendwood Lane. Unfortunately, site development constraints
(i.e. topography, zoning conditions, S.W.I..M. buffers, and proximity of Wendwood Lane
to the existing wetland "finger" area.) made wetland impacts unavoidable in this area.
Atlanta www.eagleonline.net Charlotte
1-866.EAGLENC
1420 Shade Tree Way 310 Indian Trail-Fairview Road
Alpharetta, GA 30004 Indian Trail, NC 28079
Ph 678.339.0640 Ph 704.882.4222
Fax [phone] Fax [phone]
Letter to Mr. Steve Chapin
December 11, 2001
Page 2
Proposed wetland impacts total 0.44 acre, thus requiring the submittal of a PCN under
Nationwide Permit No. 39 (Residential, Commercial, and Institutional Developments).
We look forward to your favorable review of our PCN application. If you have any
questions or need any additional information regarding this request, please feel free to
contact me at [phone].
Sincerely,
EAGLE ENGINEERING, INC.
i
R
David P. Rector, P.E.
Director of Civil Engineering
Encls: Pre-Construction Notification Application - original, copy
Location Map
Soils Map
USACE Notification Letter dated 7/8/98 - copy
Wetlands Determination letter dated 5/20/98 - copy
(w/wetland designations)
Original Survey (w/wetland delineation)
Master Storm Water Management Plan (w/wetland disturbance area)
Cc: DENR/DWQ - (7) copies
C. Grubb (GPI) - copy
File - copy
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: 4
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
H. Applicant Information
Owner/Applicant Information
Name: Sterling Mint LLC
Mailing Address: c/o Grubb Properties, Inc
1244 East Blvd.
Charlotte NC 28203
Telephone Number: 704.372.5616, ext. 108 Fax Number: 704.372.9882
E-mail Address: cgrubb(d),grubbproperties.com
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 12
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Sterling Magnolia
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 15707238 & 15707239
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): The proiect is located on the
north side of Randolph Road iust west of the intersection with Wendover Road (4) The
property is traversed by Wendover Lane.
Site coordinates, if available (UTM or Lat/Long): Lat 35° 11' 15"/Lon2 80° 48'31"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Urban Residential (UR-CD)
7. Property size (acres): 11.98 (10.87 minus public right of wav)
8. Nearest body of water (stream/river/sound/ocean/lake): Meadowbrook Creek
9. River Basin: Catawba
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httpJ/l12o.enr_state_iac_us/admin/inaps/.)
Page 6 of 12
10. Describe the purpose of the, proposed work:- Construction of storm water management
system (ponds) and site improvements associated with the proposed residential (multi-
family) development.
11. List the type of equipment to be used to construct the project:
Tracking equipment (loaders, backhoes, etc.).
12. Describe the land use in the vicinity of this project:
Residential (multi-family, R-12 MFC and single family, R-3) and office/medical (0-1).
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
USACE Action ID No. 199830915 (enclosed w/application)
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
No additional permits are anticipated for this project
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
AA Fill 0.21 No 100 Ditched Willow Swamp
B Excavation 0.23 No 40 Isolated pond

* T :-I ..., ..L
-L uixpa?L ?zpammuy auu iucuuiy temporary impacts. impacts inciude, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hall;/htxtis;f _ma_g?v.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 1.02 acres
Total area of wetland impact proposed: 0.44 acre
2. Stream Impacts, including all intermittent and perennial streams - N/A
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)

vi T :,.4 ---I, -1 1.11L uuya" 6UPUaLe1y 411u ruenULy Temporary impacts. impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
ti 4SV'.ASnS.{OV. Several internet sites also allow direct download and printing of USGS maps (e.g., w%y%v.t p z9nec?m,
:+ w-,v.m, Mq uest.corn, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
Page 8 of 12
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S. - N/A
Open Water Impact
Site Number
(indicate on ma
p) *
Type of Impact* Area of
Impact
(acres) Name of Waterbody

a
if applicable)
( Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

T:..t ..__L _?_____a _ ______?_i__ i i .•r _
L-' ?111 uitya%A NZIJULU eiy UHU iuemuy temporary impacts. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): 4 uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation w/earthen dam (lower pond) upstream
of wetlands.
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Storm water management to meet local ordinances
(Charlotte-Mecklenburg).
Size of watershed draining to pond: 10.90 acres Expected pond surface area: .43 acre
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The project could not be developed because of the proximity of one (1) wetland finger area
to the existing public road (Wendwood Lane) The balance of the wetlands (adjacent to
Meadowbrook Creek) will be preserved BMP pond(s) will be constructed in the uplands
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H 0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
littp://],.i2o.enr.,state.ne.us/ncwetlands/strn-.igide.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation is proposed for the proiect.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at ??tti?://h2o.enr.state.nc.us/lzp!ixlde htn?. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No 4
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No 4
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15ANCAC 2B .0242 or. 0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Proposed impervious area = 5 acres; Existing impervious area = 2 acres.
Controls include the installation of storm water management facility (includes 2 retention
ponds).
XU. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Domestic wastewater discharged to existing public sanitary sewer on Wendwood Lane.
(Owned and operated by the Charlotte-Mecklenburg Utility Department)
X1U. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No 4
Is this an after-the-fact permit application?
Yes ? No 4
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
2
Applicant/Agent's Signature W. Clay Grubb, V.P., Grubb Properties, Inc. Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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SOILS MAP
SCALE IN FEET STERLING MINT
SOURCE: MOP Is Tram o portron or the USOA PROJECT: GRUSB MANAGEMENT, INC.
0 1:24000 scale son survey on Alecjclenburg CHARLOTTE NORTH CAROLINA
^ County Map Sheet 7, June 1980 ,
n
p D&N J08 NO.: FIGURE 2
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 199830915 County: Mecklenburg
Notification of Jurisdictional Determination
Property owner/Authorized Agent:
Address:
Telephone Number:
Grubb Management, Inc.
c/o Dames & Moore, 5301 Center Drive, Suite 41
Charlotte, NC 28217
Size and Location of Property (waterbody, Highway name/number, town, etc.):
24 acre tract located at the intersection of Randolph Road and Wendover Road in
Charlotte.
Indicate Which of the following apply:
X There are waters of the U.S. on the above described property which have been accurately flagged and
delineated. We strongly suggest that the flagged lines be surveyed. The surveyed lines must be verified by
our staff before the Corps will make a final jurisdictional determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your
wetlands cannot be accomplished in a timely manner. You may wish to employ a consultant to obtain a more
timely delineation of the wetlands. Once your consultant has flagged a wetland line on the property, Corps staff
will review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval
by the Corps. The Corps will not make a final jurisdictional determination on your property without an approved
survey.
The wetlands on your lot have been delineated, and the limits of Corps jurisdiction have been explained to you.
Unless there is a change in the law or our published regulations, this determination may be relied upon for a
period not to exceed five years from the date of this notification.
There are no wetlands present on the above described property which are subject to the permit requirements
of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed three years from the date of this
notification.
The submitted survey plat dated * for the above referenced property accurately reflects
the limits of waters and wetlands on the property. Unless there is a change in the law or our published
regulations, this determination of the limits of waters and wetlands may be relied upon for a period not to
exceed 5 years from the date of the survey plat.
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit is in most
cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required for work on the
property restricted entirely to existing high ground. If you have any questions regarding the Corps of Engineers
regulatory program, please contact
Steve Chapin at
I's
Project Manager Signature- I
Date July 8, 1998
DAMES & MOORE N C-A NORTH
CAROLINA GENERAL PARTNERSHIP
A DAMES $ MOORE AFFIUATE
May 20, 1998
Mr. Steve Chapin
U.S. Army Corps of Engineers
151 Patton Avenue
Room No. 143
Asheville, North Carolina 28801
RE: Grubb Management, Inc.
Sterling Mint
Wetland Jurisdiction Determination
Dear Mr. Chapin:
5301 77 Center Drive, Suite 41
Charlotte, North Carolina 28217
704 522 0330 Tel
704 522 0063 Fax
On behalf of Grubb Management, please accept this letter as a request for a wetland jurisdiction
determination for the above referenced project. Dames & Moore has been retained by Grubb Management
to provide civil engineering services in association with the design of a multi-family development on the
Sterling Mint site located in the City of Charlotte, Mecklenburg County, North Carolina. The purpose of
this request is to ascertain that the wetland jurisdictional determination conducted by Dames & Moore was
performed in accordance with the 1987 Corps of Engineers Wetland Delineation Manual. Please find the
following enclosed items for your use:
Site Location Map (Figure 1);
One set of USDA Soil Conservation Service soils maps showing project site boundaries (Figure 2);
Routine Wetland Determination Data Forms (Data Points 1 through 6);
Three (3) sets of 1 ":200' scale aerial photographs (Sheet No. M-31) depicting wetland areas and
project limits.
The total area- contained within the project boundaries is approximately 24 acres. The proposed project
includes design and construction of a multi-family development including associated stormwater
management improvements to the existing drainage system within the Sterling Mint property. The receiving
water body after onsite retention is a tributary to Briar Creek. To date, construction of the new stormwater
management system is proposed to occur within the existing property. No additional land acquisition areas
are proposed in order to construct the project at this time.
Dames & Moore conducted site investigations of the project on May 5 and 6, 1998 to determine wetland
jurisdictional areas. The site contains a total of approximately 1.7 acres of jurisdictional wetlands. The
wetland areas encountered within the project include a channelized riparian creek and seepage creeks that
currently convey stormwater runoff, an isolated and partially excavated pond, as well as
backwater/secondary flow channels located within the forested floodplain. Based on our site investigations
and review of National Wetland Inventory maps of the project site, the wetlands are classified as palustrine
forested broad-leaf deciduous communities that are semi-permanently to permanently flooded. Wetlands
within the site are dominated by a canopy stratum of faculative-wet and faculative species including
sweetgum, yellow poplar, laurel oak, and red maple. Dominant subcanopy species include red mulberry,
Offices Worldwide
DAMES & MOORE NC-A NORTH
CAROLINA GENERAL PARTNERSHIP
A DAMES & MOORE AFFILIATE
Mr. Steve Chapin
May 20, 1998
Page 2
basswood, box-elder, and Eastern cottonwood. Upland vegetation includes red and white oak, shagbark and
mockernut hickory, longleaf and shortleaf pine, flowering dogwood, and Eastern red cedar, as well as
faculative canopy and subcanopy species encountered within the wetland areas. The proposed jurisdictional
limits of the wetlands within the site typically extend to the top-of-bank limits of the creek and connecting
ditches. In addition, where natural backwater areas occur along the creek, the landward extent of jurisdiction
extends to include suspected flooded or ponded areas defined by slope gradient and evidence of groundwater
seepage or periodic inundation by surface water runoff from adjacent upland areas. Table 1 shows the
assigned wetland identification number, wetland type, dominant vegetation, stratum, area (acres),
corresponding flag numbers, and pertinent comments of each wetland encountered within the site.
According to the Soil Survey of Mecklenburg County, North Carolina, wetland areas encountered within the
site include Enon sandy loam, 8 - 15 percent slopes. According to the national list of hydric soils, Enon is
not classified as hydric. Field sample pits confirmed the mapped soil unit. However, backwater areas
located landward from the creeks' top-of-bank did exhibit evidence of periodic inundation including
saturation within the upper 12 inches of the soil profile, water-stained leaves, manganese concretions, and
a sporadic groundcover of faculative-wet and obligate herbaceous and fern species.
The wetland jurisdiction determination should only involve your verification of the previously flagged
wetland limits. Please contact us at your earliest convenience to arrange a site visit. Should you have any
questions or require additional information regarding this request, please feel free to contact Rick Karkowski
or John Ross at [phone].
Sincerely,
DA s & Moog - N.C.
cha d P. Karkowski, P.E.
Pro' Engineer
J i H. Ross, P.E.
ssociate
Enclosures
cc: Grubb Management, w/o enclosures
Michael Goralski, Dames & Moore, w/o enclosures
Offices Worldwide

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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Oelineation Manual)
Project/Site:
Applicant/Owner: rGtavr?? ,?
Investigator:
Ica ?
Do Normal Circumstances exist on the site?
is the site significantly disturbed (A Y No
typical Situation). e o
is the area a potential Problem Area?
(It needed, explain on reverse.) Yes o
VEGETATION
Dominant Pant Species Stratum Indicator
t .C.?lri t ?t 5 ? irti'rr ? ? c S G c ;.v
2.?ia cr?G?iG[rvt?JUr .S-?? tc-/'li (a G SL
3.?n I ix /vn/i - c?G. OQL.

5.r?oJ-r 1 uS t'?orritc? 5 G. GA?G?.
6.
7.
8.
? A
Date: s G -S
County: lGlcGbl{„s?r
State: iUC,iv„_ 7-
Community ID:
Transect 10:
Plot 10:
Dominant Plant S ecies
Stratum Indicator
9.
12: ---
13.
14.
15. -?-
16. ?-
Percent of Dominant Species that are oeL. FACW or FAC (excluding PAC.).
S^ 8C?
T
Remarks: 15n??e tr4e or1L - a eR?s e /L'a
1`Qs' ? UW e f -4
??r r r
HYDROLOGY
- Recorded Deta (Describe in Remarks):
_ Stream. Lake, or Tide Gauge
Aerial Photographs
_ Other
No Recorded Data Available
Feld Observations:
Depth of Surface Water:
Depth to Free Water in Pit:
Depth to Saturated Soil:
(in.)
Wetland Hydrology Indicators:
*Prim4" Indicators:
, X Inundated
Saturated in Upper 12 Inches
Water Marks
Orin Lines
_ Sediment Deposits
_ OrainaQe Patterns in Wedands
Secondary indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
_ Water,-Stained Leaves
_ local Soil Survey Oats
_ FAC•Neutral Test
_ Other (Explain in Remarks)
Remarks: / 671-x?{pt
Cole e ?. t?lman Lap? 412 2 it r1? ap ?? a 7-rCJ'?I
/ 7ct ?e - e?e/o?h Gtl?Gte fer ylite, .
ie<«eS(?riG ?asz o? ?, w?i?1? s/-;Z
l tin ?/o .5 O?tYC ?17d,
2-3
4

?n
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: ESQ rl?.?,, rLt'%•f? ?Of'-3 GU?f'la t-rdJ f1 R Date: _-g
Applicant:/Owner: C u
G• w
CL County:
Investigator: yl•I.' e
Cz?? ls?- .-Ce. .?.."s /?a<yrt State: 1(/?•r?G, na,d ,;??`
Do Normal Circumstances exist on the site? Yes No Community 10:
Is the site significantly disturbed (Atypical Situation)? es No Transect ID:
Is the area a potential Problem Area? es o Plot ID:
(If needed, explain on reverse.)
VEGETATION
Dominant Ptant Species Stratum Irdic
ator Dominant Plant S pecie, Stratum Indicator
/j
1.mi JR 1;x CG(Vd eL!•t LL B i13 L- S.
2.G2r PcL Lt rt r( r)_ g6ty 10.
3L/'?rGCuS ClGNe'r?.eaaa S?- f=A-? 6? t 1.
4.p/al?2rcc? acGUct._?:r? Ste- cgs - t2.
5. :, .,l rrr e _JL1"4-. SL, ?i?t 13.
ru rtL LiS
6.S
14.
7. JGtYi?OG?'NS vir{rnrav[c? 5? ??)?
r v-- 15.
8. 16.
Percent of Dominant Species that are OBL. FACW or FAC (p?' - D(??e
(excluding FAC•)).
Remarks: ?: ><ryCe,D LvJ??DI?J?S/rrs.¢)SGrla.r,0
?
/ ?orlrrC? e? Ll o?re?v?j?'c?!/U ?' I/Z?L 7?rTiGt/y
v % orcb?«{ gr'tKt (Sw e ? c?a?J
Swas.,P ( .Dw
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wedand Hydrology Indicators:
Stream, Lake, or Tide Gauge
A
i
l Ph
h 'Primary Indicators-
er
a
otograp
s _ Inundated
_ Other _ Saturated in Upper 12 Inches
_ No Recorded Oata Available _ Water Marks
_ Drift Lines
_ Sediment Oaposits
Feld Observations: _ Orainage Patterns in Wetlands
// Secondary Indicators M or more required):
Oapth of Surface Water: ?. to (in.) _ Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Oapth to Free Water in Pit: "- (in.) _ Local Soil Survey Oata
FAC-Neutral Test
Oapth to Saturated Soil: (in.) _ Other (Explain in Remarks)
w
Remarks' N?trT•C??y GT?T??f? Gv ??C ncr?
cr,
?^f?v??/? Qk56% ;?Pr:?o
in
a?Qjccct?L/ C?r
`
O
?1
/
?i fcLl. / ?t-? S/?lv.,.? u.'Gf"?u-wQ ?rY??l l
?l
/
)
???r'???
? ?A) Corz n Cc;t-S To ?j{/Z-Y1 a-c co( !?
C? Play ,???5, A-??? Aq - 7o Aef>`6L 71-1 A/4-'K, 4c 4-37.
2-3
A E
E N G I N E E R I N G
December 11, 2001 44
Mr. Steve Chapin
Asheville Regulatory Field Office
U.S. Army Corps of Engineers
151 Patton Avenue
Room No. 143
Asheville, North Carolina 28801-5006
k0ii833;
Re: Sterling Mint, LLC
Sterling Magnolia Multi-Family Development
Nationwide Permit No. 39 - Pre-construction Notification (PCN)
Eagle Engineering Inc. Protect No. 458C
Dear Mr. Chapin:
On behalf of our Grubb Properties, Inc., Eagle Engineering, Inc. (EEI) is pleased to
submit one (1) original and one (1) copy of the Nationwide Permit No.39 Pre-
Construction Notification (PCN) Application Form. The proposed project includes the
construction of a multi-family development (6 apartment bldgs. and 2 condominim
bldgs.) and associated site improvements (parking tracts, access driveways, detention
ponds, utilities, etc.). The site is traversed by an existing public (CDOT) street,
Wendwood Lane. Per our discussions with City staff, this street will be improved (i.e.
urban roadway section.) to meet current City standards.
The U.S. Army Corps of Engineers approved wetland delineation on July 8, 1998 (ref.
Action ID No. 199830915). The total property for the project is 11.99 acres. This
includes 1.02 acres of wetlands. Wetland impacts are as follows:
• Elimination of 0.21 acre (wetland "finger")
• 0.23 acre conversion of upper wetland (isolated dry pond) to BMP pond
In accordance with our previous discussions (meeting w/Pete Colwell on 11/6/01), Eagle
Engineering, Inc. has designed a best management practice (BMP) pond for the upper
wetlands (dry, isolated pond) and a detention basin graded outside of the lower wetlands
adjacent to Meadowbrook Creek. A small "finger" (shrubed wetland ditch) portion of the
lower wetlands will need to be eliminated because of proposed building construction and
horizontal re-alignment of Wendwood Lane. Unfortunately, site development constraints
(i.e. topography, zoning conditions, S.W.I..M. buffers, and proximity of Wendwood Lane
to the existing wetland "finger" area.) made wetland impacts unavoidable in this area.
Atlanta www.eagleonline.net Charlotte
1-866.EAGLENC
1420 Shade Tree Way 310 Indian Trail-Fairview Road
Alpharetta, GA 30004 Indian Trail, NC 28079
Ph 678.339.0640 Ph 704.882.4222
Fax [phone] Fax [phone]
Letter to Mr. Steve Chapin
December 11, 2001
Page 2
Proposed wetland impacts total 0.44 acre, thus requiring the submittal of a PCN under
Nationwide Permit No. 39 (Residential, Commercial, and Institutional Developments).
We look forward to your favorable review of our PCN application. If you have any
questions or need any additional information regarding this request, please feel free to
contact me at [phone].
Sincerely,
EAGLE ENGINEERING, INC.
David P. Rector, P.E.
Director of Civil Engineering
Encls: Pre-Construction Notification Application - original, copy
Location Map
Soils Map
USACE Notification Letter dated 7/8/98 - copy
Wetlands Determination letter dated 5/20/98 - copy
(w/wetland designations)
Original Survey (w/wetland delineation)
Master Storm Water Management Plan (w/wetland disturbance area)
Cc: DENR/DWQ - (7) copies
C. Grubb (GPI) - copy
File - copy
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
4 Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: 4
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: -4
H. Applicant Information
Owner/Applicant Information
Name: Sterling Mint LLC
Mailing Address:_ c/o Grubb Properties, Inc.
1244 East Blvd.
Charlotte, NC 28203
Telephone Number: 704.372.5616, ext. 108 Fax Number: 704.372.9882
E-mail Address: cgrubb(a),grubbproperties.com
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 12
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format.
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project:_ Sterling Magnolia
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 15707238 & 15707239
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):_ The proiect is located on the
north side of Randolph Road just west of the intersection with Wendover Road (4) The
property is traversed by Wendover Lane.
5. Site coordinates, if available (UTM or Lat/Long): Lat 35° 11' 15"/Long 80° 48'31"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Urban Residential (UR-CD)
7. Property size (acres): 11.98 (10.87 minus public right of wav)
8. Nearest body of water (stream/river/sound/ocean/lake): Meadowbrook Creek
9. River Basin: Catawba
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at lsttp://h2©,enr: state_nc_ us/admin/maps/.)
Page 6 of 12
10. Describe the purpose ofthe,proposed work:_ Construction of storm water management
system (ponds) and site improvements associated with the proposed residential (multi-
family) development.
11. List the type of equipment to be used to construct the project:
Tracking equipment (loaders, backhoes, etc.).
12. Describe the land use in the vicinity of this project:
Residential (multi-family, R-12 MFC and single family, R-3) and office/medical (0-1).
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
USACE Action ID No. 199830915 (enclosed w/application)
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
No additional permits are anticipated for this project
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
AA Fill 0.21 No 100 Ditched Willow Swamp
B Excavation 0.23 No 40 Isolated pond

L,SL Gaon nnpacL separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hitp;//utti,fezatz gQv.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 1.02 acres
Total area of wetland impact proposed: 0.44 acre
2. Stream Impacts, including all intermittent and perennial streams - N/A
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
* * Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
u_'4TZti',USn:S.wn?4_ Several intemet sites also allow direct download and printing of USGS maps (e.g., wn}k;t9p z9ne cqm,
,vv,y.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
Page 8 of 12
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S. - N/A
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact

(acres) Name of Waterbody

(if applicable) Type of Waterbody
lake, estuary,
( pond, sound,
bay, ocean, etc.)

LLJL c UIL LLLLPMA JCPQLdLCly and identify temporary impacts. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): 4 uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):_ Excavation w/earthen dam (lower pond) upstream
of wetlands.
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Storm water management to meet local ordinances
(Charlotte-Mecklen b u rgl.
Size of watershed draining to pond: 10.90 acres Expected pond surface area: .43 acre
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The project could not be developed because of the proximity of one (1) wetland finger area
to the existing public road (Wendwood Lane) The balance of the wetlands (adiacent to
Meadowbrook Creek) will be preserved BMP pond(s) will be constructed in the uplands
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H 0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
bttp://I-i2o.enr.state.ne.us/ncwetlands/str.iii.gide.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation is proposed for the proiect.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at htip:Hh2o.enr state nc ri5/zN,r /index htn.i. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No 4
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No 4
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No 4
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
Z,uiie exLenus out Su ieei perpenaicuiar trom near bank of channel, "Lone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15ANCAC 2B .0242 or. 0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Proposed impervious area = 5 acres; Existing impervious area = 2 acres.
Controls include the installation of storm water management facility (includes 2 retention
ponds).
XU. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Domestic wastewater discharged to existing public sanitary sewer on Wendwood Lane.
(Owned and operated by the Charlotte-Mecklenburg Utility Department)
XIU. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No 4
Is this an after-the-fact permit application?
Yes ? No q
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
Applicant/Agent's' Signature W. Clay Grubb, V.P., Grubb Properties, Inc. Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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SOILS MAP
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SOURCE: Nap is from a portron of the USDA PROJECT: GRUBS MANAGEMENT, INC.
scale ,o sur?ty on Modclrnburg
County ty Map Shoat 7 7,, June 1980 s e
C CHARLOTTE NORTH CAPOUNA
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U- D6°M JOB NO.: FIGURE 2
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 199830915 County: Mecklenburg
Notification of Jurisdictional Determination
Property owner/Authorized Agent: Grubb Management, Inc.
Address: c/o Dames & Moore, 5301 Center Drive, Suite 41
Charlotte, NC 28217
Telephone Number:
Size and Location of Property (waterbody, Highway name/number, town, etc.):
24 acre tract located at the intersection of Randolph Road and Wendover Road in
Charlotte.
Indicate Which of the following apply:
X There are waters of the U.S. on the above described property which have been accurately flagged and
delineated. We strongly suggest that the flagged lines be surveyed. The surveyed lines must be verified by
our staff before the Corps will make a final jurisdictional determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your
wetlands cannot be accomplished in a timely manner. You may wish to employ a consultant to obtain a more
timely delineation of the wetlands. Once your consultant has flagged a wetland line on the property, Corps staff
will review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval
by the Corps. The Corps will not make a final jurisdictional determination on your property without an approved
survey.
The wetlands on your lot have been delineated, and the limits of Corps jurisdiction have been explained to you.
Unless there is a change in the law or our published regulations, this determination may be relied upon for a
period not to exceed five years from the date of this notification.
There are no wetlands present on the above described property which are subject to the permit requirements
of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed three years from the date of this
notification.
The submitted survey plat dated * for the above referenced property accurately reflects
the limits of waters and wetlands on the property. Unless there is a change in the law or our published
regulations, this determination of the limits of waters and wetlands may be relied upon for a period not to
exceed 5 years from the date of the survey plat.
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit is in most
cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required for work on the
property restricted entirely to existing high ground. If you have any questions regarding the Corps of Engineers
regulatory program, please contact
Steve Chapin at [phone]
Project Manager Si
Date July & 1998
DAMES & MOORE N C-A NORTH
CAROLINA GENERAL PARTNERSHIP
A DAMES & MOORE AFRUATE
May 20, 1998
Mr. Steve Chapin
U.S. Army Corps of Engineers
151 Patton Avenue
Room No. 143
Asheville, North Carolina 28801
RE: Grubb Management, Inc.
Sterling Mint
Wetland Jurisdiction Determination
Dear Mr. Chapin:
5301 77 Center Drive, Suite 41
Charlotte, North Carolina 28217
704 522 0330 Tel
704 522 0063 Fax
On behalf of Grubb Management, please accept this letter as a request for a wetland jurisdiction
determination for the above referenced project. Dames & Moore has been retained by Grubb Management
to provide civil engineering services in association with the design of a multi-family development on the
Sterling Mint site located in the City of Charlotte, Mecklenburg County, North Carolina. The purpose of
this request is to ascertain that the wetland jurisdictional determination conducted by Dames & Moore was
performed in accordance with the 1987 Corps of Engineers Wetland Delineation Manual. Please find the
following enclosed items for your use:
Site Location Map (Figure 1);
One set of USDA Soil Conservation Service soils maps showing project site boundaries (Figure 2);
Routine Wetland Determination Data Forms (Data Points I through 6);
Three (3) sets of 1 ":200' scale aerial photographs (Sheet No. M-31) depicting wetland areas and
project limits.
The total area contained within the project boundaries is approximately 24 acres. The proposed project
includes design and construction of a multi-family development including associated stormwater
management improvements to the existing drainage system within the Sterling Mint property. The receiving
water body after onsite retention is a tributary to Briar Creek. To date, construction of the new stormwater
management system is proposed to occur within the existing property. No additional land acquisition areas
are proposed in order to construct the project at this time.
Dames & Moore conducted site investigations of the project on May 5 and 6, 1998 to determine wetland
jurisdictional areas. The site contains a total of approximately 1.7 acres of jurisdictional wetlands. The
wetland areas encountered within the project include a channelized riparian creek and seepage creeks that
currently convey stormwater runoff, an isolated and partially excavated pond, as well as
backwater/secondary flow channels located within the forested floodplain. Based on our site investigations
and review of National Wetland Inventory maps of the project site, the wetlands are classified as palustrine
forested broad-leaf deciduous communities that are semi-permanently to permanently flooded. Wetlands
within the site are dominated by a canopy stratum of faculative-wet and faculative species including
sweetgum, yellow poplar, laurel oak, and red maple. Dominant subcanopy species include red mulberry,
Offices Worldwide
DAMES & MOORE NC-A NORTH
CAROLINA GENERAL PARTNERSHIP
A DAMES & MOORE AFFILIATE
Mr. Steve Chapin
May 20, 1998
Page 2
basswood, box-elder, and Eastern cottonwood. Upland vegetation includes red and white oak, shagbark and
mockernut hickory, longleaf and shortleaf pine, flowering dogwood, and Eastern red cedar, as well as
faculative canopy and subcanopy species encountered within the wetland areas. The proposed jurisdictional
limits of the wetlands within the site typically extend to the top-of-bank limits of the creek and connecting
ditches. In addition, where natural backwater areas occur along the creek, the landward extent of jurisdiction
extends to include suspected flooded or ponded areas defined by slope gradient and evidence of groundwater
seepage or periodic inundation by surface water runoff from adjacent upland areas. Table 1 shows the
assigned wetland identification number, wetland type, dominant vegetation, stratum, area (acres),
corresponding flag numbers, and pertinent comments of each wetland encountered within the site.
According to the Soil Survey of Mecklenburg County, North Carolina, wetland areas encountered within the
site include Enon sandy loam, 8 - 15 percent slopes. According to the national list of hydric soils, Enon is
not classified as hydric. Field sample pits confirmed the mapped soil unit. However, backwater areas
located landward from the creeks' top-of-bank did exhibit evidence of periodic inundation including
saturation within the upper 12 inches of the soil profile, water-stained leaves, manganese concretions, and
a sporadic groundcover of faculative-wet and obligate herbaceous and fern species.
The wetland jurisdiction determination should only involve your verification of the previously flagged
wetland limits. Please contact us at your earliest convenience to arrange a site visit. Should you have any
questions or require additional information regarding this request, please feel free to contact Rick Karkowski
or John Ross at [phone].
Sincerely,
DA s & MoouE - N.C.
cha d P. Karkowski, P.E.
Pro'( Engineer
J i H. Ro s, P.E.
ssociate
Enclosures
cc: Grubb Management, w/o enclosures
Michael Goralski, Dames & Moore, w/o enclosures
Offices Worldwide

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DATA FORM
v
ROUTINE WETLAND DETERMINATION
N987 COE Wetlands Delineation Manua!)
Project/Site: ?P?/tom lo?f???Q-c+ol
Applicant/Owner. I?tavrn ?? Date: s G-S?
Investigator: Q, . State: County:
S k ?S Lcor -/?-'jkA
'. 1 "Cy7? L?Lir
Da Normal Circumstances exist on the site?
Is the site significantly disturbed (A Y No Community !D:
typical Situation)) e o Transect 10:
Is the area a potential Problem Area?
(If needed, explain on reverse.) Yes o Plot ID:
VEGETATION
Dominant Pfant Species Stratum Indicator
2.?ia?rrvielwr?ur .S •{ •ece??? G SL ?.¢G-f'
4•_t DOc.r.?US ?P?'?D •cttS rj G ?•,1.? .t
S.L)?,'„ uS f%rritlc? S L GANG(
6.
Dominant Plant Special
Indicator
la- -rum
9.
11.
12;
ia.
14.
7.
8.
16. ?-
Percent of Dominant species that are OeL. FACW or FAC 7 S^ (excluding PAC.). SIC,
e
Remarks: %So%G< ?,'? •OOt?L? a,pDeLl?S ?C /ytay h? v /
?. `??t??oz?/r L' kr-. ! / / f ?eZaJ r1rS?e: r?af?? eFCGCZr?LCYTCL
HYDROLOGY
Recorded Oats (Describe in Remarks):
_ Stream. Lake. or Tide Gauge
Aerial Photographs
_ Other
_ No Recorded Oats Available
Field Observations:
Oepth of Surface Water:
Depth to Free Water in Pit:
Depth to Saturated Sail:
_? 3 4.

(in-)
Wetland Hydrology Indicators:
'Primary Indicators:
-4 Inundated
Saturated in Upper 12 Inches
Water Marks
Oritt Lines
Sediment oaposits
OrarnaQe Patterns in Wedands
Secondary Indicators (2 or more required):
..._ Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
_.. Local Soil Survey Oata
_ FAC•Neutral Test
_. Other (Explain in Ramarks)
Remarks: 61 feed

?rce?-• PiJI(LlrJey't a?-t<{ ?j -
/t r .2 J

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/> •c' ?,, Aes

'e, t ?P Grp
/ 0 / CI/C'0. er+l

ee j
LtIL?'ccG.lr?r

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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
[Apolicantlowner: Date: C G. , County: t ?juvestigator: `Ll.. e State: ?•? a,d ,?,?`
Do Normal Circumstances exist on the site? Yes No Community ID:
is the site significantly disturbed (Atypical Situation)? es No Transect 10:
Is the area a potential Problem Area? es o Plot ID:
. (If needed, explain on reverse.)
I
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Special Strarum Indicator
,.?j
al?X CLtyd/r?.C?vlit??c!?? 9.
g9
2.CrcQ/ n dc,, tr OIId -iGW 10.
3LlA,tut 4 LNe,cC1 . t.? ,,.
d.p/nneYcc- 1-4 ?; lct 5G no Z__
,2.
5. ..l c-r c; ?-?u4. SCE Gs?' t 13.
6.S v«?tAGLtS Crc rrl?e•r5 S SL r?t; 14.
7. -TLA/-t;p?.-us yi,rrrtravrc,r se--- F,? cu ,s.
a. 16.
Percent of Dominant Species that are OeL. FACW or FAC (o?? w,
(excluding FAC-).
Remarks: e,1 G+i!s`tra??JSWsi..?? Corlr4eC-ej? L1yo?re?v?%??/N ?'1/cC17?TiGt/y

HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
_ Other
_ No Recorded Data Available Wetland Hydrology Indicators:
'Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
_ Water Marks
_ Drift Lines
_ Sediment Deposits
Field Observations: _ Drainage Patterns in Wedands
// Secondary Indicators (2 or more reouired):
Oepth of Surface Water: ?. to (in.) _ Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Oepth to Free Water in Pit: - (in.) _ Local Soil Survey Data

.r _ FAC-Neutral Test
Deoth to Saturated Soil: (in.) _ Other (Explain in Remarks)
Remarks: Yatr?•al?y G1 ??c??GY Gv ??cw
Li
l
d;k
? ?wc???p ?k56% ?Pr: in a?'rcct•r? ?ic?•nGr?
?W'?41!
l ?
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r
Gt` ?b u cf
G?i tcd? , ? S
. c.? r
A> ca,,.t c?
a c ?? f
z f
s ?v
A-dry 4- AA-7o 11,- 6L 4/4-ss, 4. 4 - ? -7.
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