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HomeMy WebLinkAbout20060888 Ver 2_More Info Received_20070718*r'~- 2r_:~~r~ . N ~~ ~ t 1, ; . ~, 0 (n - O g g g V2 --_` o _-~- ~,.-\ ,roc- rv~; 1 ~~~^.,, ~ S-0. ~~ ~~ I ~ 8 '(~ c1u~ D ~~ ~?1 ~ p ~kC~a ' ~ 6 ~~'L~ I (\- \-D~' rv.c~.'~'~ ~~~1 ~ /~ O i ~~~ ~~~~ ~.. ( ,~ ~,~ ~~.. pI ~~' h-~` r~..,.. /, Q ,~•~ a~ 1 .~ t~L~tT ~CJ~-f r~ S ~Q q[.>J ~...~. J' .Q ~~ ~ (~,~E~. C ~ . ,. , .. _j . ~~?- y'i; \ :~4 ~ ~~~ .~ (r~`~`~-'Y,~ P r"~ 1 M ~C> C' ~ . ~ ..~j ~ ~ a L~ ~~1' Z~ ~Q t~-P C11L.2. ~ (e. 'Nlt"~~? o-~Jt, ~'~pr~ (Jl/l ~lr`~n- ~l.x.~.'<..~.~h ~? ~~1-)-Q..~-•CSlf > LS?. ~'4- G~ r"~ s~ ~ W } 1 ~-Q , cQ -~~~ -7z2 S ~- ..-~ ~~ ~ b ~-~~-h, ~, . ~. i~ ; ~ 1U~,~ r~ <~~ ~~ `~, ~ ___.. . ~. 39 ~. ~'~ o ,I r ~ ~0 1 ~,ca t _ Igo U,~.o.: ~a ~~ ~ a i M ~~ c ~, ~. ~ ~__ ~,r, c ~ r~n r' .~ c5~1~~(./,1 ..~~e U.l a~ .~..1( ~ r~ ~ ac ~~-,,, I,J~ ~ c ~ 1-~~e_ brzP ~~. J ~ ~ r r.A_(~.4? C Q (Q. d 1 ~~ ~e n /~ r C~~-.~. 1~1~'.-5 .T- 3`~..~ ~~ ....~~ 7~,1.. rsC ~~ 1(`\~~l~.QQ~ r, ""~1~ ~ ~.- p d g~_ r J E ~' -~~ ~-V.~ w ~ ~f~ ~-t (~e s p a~r~~ .~_ ~, ~~~ ~a, ~ r~ ~~ ~ ~ - r Je. S-~t,c t~~- Yom.. 1~C...ot~~- ~~~ . _a- v~ Gc~~ CJI~. S l C1~n ~ 6V~' (T~°f ~ ~ ~I 0.~ `~ l p ~(e. C~e.Gil, UJ-~'' ~'La.~. ~:t, ~ r~ ,~ ) R~ ~ ~ ~ c;.,G- e /~ Q /~ r (yam ( ~~ ,~ -, ,~- ~~ poi ~.~~.. ~_~Q ~Ml (l l ~M-~ ?__~=~ d-~~,~_.. ra-~ ~~._Q mQ ~ n ~ r~ J ~-P_ 6v - C ~~~ ~..,-~, ~_-~ ~~-~ ~ P . ~,._ ~, 1 ~ ~~~ ,9 F WAIF \~~~ ~~'19pG Michael F. F.,asley, Governor ~ y William G. Ross Jr., Secretary ~ r North Carolina Department of Environment and Natural Resources ~ ~ Coleen II. Sullins, Director Division of Water Quality June 18, 2007 DWQ Project # 06-0888, Ver. 2 Johnston County CERTIFIED MAIL: RETURN RECEIPT REQUESTED Mr. Will Moore TWM Properties, LLC 808 Parkridge Drive Clayton, NC 27527 Subject Property: Dolts Lake West Subdivision Holts Lake (Black Creek) [030404, 27-45-(14), C, NSW] REQUEST FOR MORE INFORMATION Dear Mr. Moore: On May 7, 2007, the Division of Water Quality (DWQ) received your application dated April 25, 2007, to fill or otherwise impact 0.1854 acres of 404/wetland, and 0.3929 acres of open waters (pond), and 0.00 square feet of Zone 1 Neuse River basin protected riparian buffers and 0.00 square feet of Zone 2 Neuse River basin protected riparian buffers to construct a residential subdivision. The DWQ has determined that your application was incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional information in order to process your application to impact protected wetlands and/or streams on the subject property. Therefore; unless we receive five copies of tttc additional information requested below, we will have to move toward denial of your application as required by I SA NCAC 2H .0506 and will place this project on hold as incomplete until we receive this additional information. Please provide the following information so that we may continue to review your project. Additional Information Requested: 1. The wetland impact labeled as "Site 2" on the plans does not appear to be necessary. Please eliminate the wetland impact or provide additional information as to why it is necessary for this project. It appears that the lot is buildable without the wetland impact on Lot 49. 2. This Oftice believes that lots labeled on the plans as " 39" and "40" can be moved or reconfigured to avoid the impacts to the wetland next to the pond. Please revise the plans to avoid the impacts. 3. Drainage ditches: Please number the drainage ditches on the Site Plan and Overall Subdivision Layout Sheet (SP- l ). It is very difficult for the DWQ to match the calculations with the appropriate drainage ditch. Please provide clearly labeled cross-sectional details of each of the proposed drainage ditches as well as velocity calculations. In order to discharge to the wetlands, anon-erosive velocity of less than 2.0 feet per second during the l0-year, 24-hour storm must he established. Please provide No~ethCarolina 401 OversighUF,xpress Review Permitting f lnit ~aturallJ 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786 /FAX 919-733-6893 /Internet: http://h2o.enr.state.nc.us/ncwetlands An F,qual thmortunity/Affinnarivr Artv,n Fmnlnvr~-- anoi u,.,.,.~i,.,inllo/ Pnc~ r,.s,....,,. o......_ T'WM Properties, LLC Page 2 of 2 June 18, 2007 all the calculations needed to demonstrate that an appropriate velocity has been established at every proposed outfall to wetlands. Please clearly label each set of calculations so that the DWQ can easily match the calculations with the ditch to which they apply. 4. Diffuse flow to riparian buffers: Please show how diffuse flow has been established to riparian buffers on this project. Per 1 SA NCAC 213 .0233, concentrated flow from the road, driveways and rooftops must be converted to diffuse flow before it is allowed to discharge through the riparian buffer. If one or more level spreaders is proposed, please provide a DWQ Level Spreader Worksheet (available on the 401 web site) for each one as well as all of the Required Items listed in the worksheet. Please submit this information within 30 calendar days of the date of this letter. If we do not receive this requested information within 30 calendar days of the date of this letter, your project will be withdrawn and you will need to reapply with a new application and a new fee. This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733- 1786 if you have any questions regarding or would like to set up a meeting to discuss this matter. Sincerely, Cyndi Karoly, Supervisar 401 Oversight/Express Review Permitting Unit CI3K/ijm cc: Lauren Cobb, DWQ Raleigh Regional Office USACE Raleigh Regulatory Field Office File Copy Central Files Neal Floyd, Neal Floyd & Associates,lnc., 7908 Audubon Drive, Raleigh, NC 27615 Filename: (160888Ver2lloltsLakeWestSD(Johnston)On_Iiold 1. TO DEMONSTRATE A POTENTIAL LAYOUT FOR LOTS ALONG THE LAKE, THIS SKETCH PLAN HAS BEEN DEVELOPED TO I D ~ ~ ~tJ~ ~ ~ # `;? HOMEOWN ~ I SHA~LLLBE RESTR CTEO B GTHE MAXIM MIMPERVTMIOU51 AREA OR THRE OVERHLL SUBDIVISION NAND And ~ ~~ INDIVIDUAL LOTS RESTRICTIONS AS SPECIFlED IN THE SUBDIVISION RESTRICTIVE COVENANTS AND AS RECORDED ON / THE FlNAL PLAT. ADDITIONALLY THE SUBDIVISION COVENANTS SHALL REINFQRCE NEUSE RIPARIAN BUFFER RULES 8Y JI,L 1 ~ 2OG; ,~ REQUIRING THAT ALL LOTS ALONG RIPARIAN BUFFERS HAVE CONSTRUCTION OCCUR OUTSIDE OF ALL BUFFER AREAS AND THAT SHEET FLOW RUNOFF BE MAINTAINED THROUGH THE BUFFER. THE SUBDIVISION RESTRICTIVE COVENANTS ~~, SHALL 8E RECORDED AND PUT ON "PUBLIC RECORD" AND SHALL BE MADE AVAILABLE TO ALL HOMEOWNERS ANO '~-~ ~ENR -NIA?ER QUf~.Li7 Y HOMEBUILDERS. / /~ \ ~ 'DSD„VOSTO!7MlyATtF?l~icalc;~r 2. NO OUTLET DITCHES OR OTHER AREAS OF CONCENTRATED FLOW ARE PROPOSED ALONG THE LOTS SHOWN FOR \ SUBDIVISION INFRASTRUTURE, AND ACCORDING TO THE CONSTRUCTION DRAWINGS. SHEET FLOW RUNOFF IS PROPOSED ~ ~ ~~ FROM THE PROPOSED STREET TO THE BUFFER ADJACENT TO THE LAKE ~~/ _ ~ ~% ` ~ 4~~ ' ~ ~ 1 3. THE TOTAL IMPERVIOUS AREA FOR THE 5 LOTS SHOWN ALONG HOLTS LAKE EQUALS APPROXIMATELY 25,575 SQ.FT. M RVI US AREA `~ ~ \~ / ~ PE O FOR AN AVERAGE OF 5,115 SQ.FT PER LOT. THIS MEETS THE CURRENT PROPOSED PLAN FOR I THE DEVELOPER MAY HOWEVER FT ALONG THESE 5 LOTS 000 SQ MAXIMUM TOTAL OF 30 FOR /~ ~. / ~~. . . . , WHICH CALLS A 3/ / ~ O ~~ / ~ \ ~ SHIFT SOME OF THIS IMPERVIOUS WITHIN THESE LOTS AS NEEDED. FOR EXAMPLE SOME ADDITIONAL IMPERVIOUS MAY BE ALLOTED TO LOT 53 FOR THE LONGER DRIVEWAY THAT WILL 8E REQUIRED AND SOME OF THE AREA MAY 8E , \ ~ ~ s"ru^ AS LESS BUILDABLE AREA / SXjF~. r . FURTHER RESTRICTED ON LOT 49 SINCE IT H \ / / ~ ~` Np~' ~ / ~ N~~sF \~A'~'°s\ \ 4. THIS SUBDIVISION IS A "LOW-DENSITY" SUBDIVISION AS PER NCDNfQ REGULATIONS. TOTAL IMPERVIOUS AREA FOR R W NGS / ~ a'c\ ~\ / / ~ / ~ ~ / / 5Z ~a~ ~ A I , THE SUBDIVISION IS UNITED TO 30X AS SUMMARIZED ON THE OVERALL LAYOUT IN THE CONSTRUCTION D R NCDWQ 401 CERTIFICATION. THE DEVELOPER RESERVES THE RIGHT TO SHIFT IMPERVIOUS AREA ON INDIVIDUAL ONG AS THE TOTAL ALLOWABLE IMPERVIOUS AREA IS NOT EXCEEDED. RESTRICTIONS ON EACH LOT SHALL ~ \ ~/E ~ BE RECO~i~ TH FlNAL PLAT, OR WITHIN THE SUBDIVISION RESTRICTIVE COVENANTS, OR BOTH. \ ~ _ ~. ' \ ~ 11 /l R!/~y~T`t2p{y ~ ' ~ ~ _ ~, ~ . "~- ` ~~ _~~AIfRS ~ \ l l ~ ~ 1 R p~ ow 51 1 7i ~ - 1 ~ 1 _ F / ~ EXlST GRAVEL -~ \ l \ ~ `` m I/3 / ROADBED I` ~ , 1` \~ Y C // _ _ -,~ 1-' PRISED S7RE£T ~, \y~ / ~~~ >•1` y ~! ~ ~ ~ICX~ST CFAVE-L r 7+7 _ _. GRAPHIC SCALE (IN FEET ) 1 inch =100 ft. = ,-\ FINAL DRA W/NG F0~? ~i4Ei/lEW PU~?POSES ONLY' Fx,sT ,~-nA,,,DS -' \~ 1 11' 1 / R ~ DBEO tX /- 1 \ ` 1 ~ , 4 ~~, ~~ T, 0 z W E HOLTS LAKE WEST SUBD/V/S/ON DATE: JULY 16.2007 '""` ^0. BRL ENGINEERING SALE: 7" - ~~• 1 SITE INFORMATION DEVELOPERlAPPLICANTLNFORMATION ~ DRAWN BY: BRl Y OR TOWN, COUNTY BSTATE: FOUR OAKS, JOHNSTON CO., NC DEVELOPER d OWNER: TWM PROPERTIES, LLC 704.8 East Stanley Street TOWNSHIP, COUNTY, 8 STATE: - d~ CONTACT: WILL MOORE IJZE@~E Four Oaks, NC 27524 CHECKED BY: BRl 99ePARYJtIOGEtltNE 9193Si9/11IA9 Office: (919) 963.2606 ZONING: R-0.5 - CUttON, NCY75T7 ~ 11355&7069 THEMATIC OF ESTIMATED LOT IMPERVIOUS NEAR LAKE -DETAIL FOR NCDWQ Fax: (919) 963.3736 PROJECT No.: 706009.01 ~ Oln - o Sb~3~b ~ 2 N GRAPHIC SCALE ~ 200 0 100 .200 U z (IN FEET ) j i inch = 200 ft. E FINAL DRAWING -FOR REVIEW PURPOSES ONL Y ~z~, ~. JJL 1 ~ 2007 ' Ft -WATER Q.UALl1"~ ~\ wrrTlAh 5 A14D ST(1't~IATER dR,~C;~t ' t Ip10IJ K10CWi ~KR7 WAA pm~R Ipit ~ / ~ ~ W aL/RET A17C~~S PIPQI~D ALQIIKJ LAKE v. ~ ~ ~ ~ ~~ Au Ruiva~ ~ aE S~aEr fzow ~ ® ` ~ 1>#E RQ~IDNAY FYL It9 7FwE LAKE / / / \~ . (sue ~cso: cavsTrrucnav nR~wuvcs) u // ~ `_ i~ ~~ 11 1 mom, 1 ~ ~... ~ .r ~ - - - 1 ~,_ ~~ ~ 310.00 ' I ~ •~1, ~ ~ k __~ L\ ~ \ LDET awr.+unu.m str,or ariso~r \ .vo n.. sumo /// ~ / \ / ~ ~ _ _ \ ~_ ~~ V ^ \ \ _~-- r KT nnru¢ uc /: '~ a isw ro aw ~~ ~ ~ 3 T~ iR ' ~ - s I ~ ~ OUTLET ~ ~ i \\~~~~ O 7,~~ \ 2Tpf~iS \ ~~ O^ ~ ~ „ ~ ~ ~ ~ _,~ ~ O ~ ~ ~ ~ I f - `n~ \ / OUTLET -~'~-~~ '% ~ 1 1 ,~ aTai ~ I rµ aor • u~aw n ouse 1 I \ ~~~ ~ / ~ l f ®~ nose a. ~ wv~ a u n, 1 p IM M q7 1 ~ J / (~1'~ ~ ' ' ~ 111/R ~I-lI / ` O\ \ / ' -III ~i N.T J~IY 0. f UUU /. QIY / YY / e ~~ \ / ~~ ~ \ ~ l ~ ~ ~ ~ / ~~" L ,g \ \ / `, ~ /\ ~~/ / may, ~ ~ ~/~ / ~~ ~~ ' a >n ro y, y .-.,~ \ L~ ~ \ ` \ ~ ~~ ~~ ~ ` '~ \ ~ ~ ~ ~ ~ ~~~ I I- \ ~ ~PWwtu~W~Wr I 8 - - HOLTS LAKE WEST SUED/VISION J, DATE: JULY 18, 2007 DATE: _ RENSION: Surd N- SITE INFORMATION DEVELOPER/APPIICANT INFORMATION (/n~\ ''~~\ BRL ENGINEERING ~ ~~ ~ ~' 1 OR TOWN, COUNTY i STAN FOUR OAKS, JOHNSTON CO., NC DEVFIOPER i OWNER: 7WM PROPERTIES, LLC ~ 704B East Stan)ey S11Bat DRAWN BY: BRL __,. TOWNSHIP. COUN7Y.0.STAlE: - ~ ~ CONTACT: WILL NOORE 9tB -n FWf Oaks, NC 27524 ZOIaNG: Ras curroNrcxTST ~17~6TOOB ® CHECKED BY: BRL Fax:(919i9633738 PROJECT ~' 108009.01 OVERVIEW OF OUTLET DITCHES -DETAIL FOR NCDWQ Offices (919) 963.2808 a HYDROLOGY FOR OUTLET DITCHES By: 8,G L Date: ,3~i/~v7 ON-SITE D.A. I ADDITIONAL D.A. II RUNOFF WITHIN EASEMENT ADDTL UPSTREAM DA (FROM OTHER DITCHES ADDTL OFFSITE D.A. DITCH NAME OR REFERENCE, OR STORM SYSTEMS) (OUTSIDE EASEMENT RATIONAL EQUATION DESCRIPTION, 8 NOTES 6/~ G~ IM ~~,~ t CONTRIBUTING UPSTR'EAMIDA ADOrL ADDT•L TDTAL . ~~i~A~f) PI~„n5~ EASEMENT EASEMENT UPSTREAM WEIGHTED OFFSITE OFFSITE TOTAL WEIGHTED WIDTH LENGTH DA. C DA. C DA. C AREA C T Iz I,o 02 O10 DNTL.lcr ITGi1 rrr.n: ' - p/7LET OITGH >co,G STD,tM .~ ,..t'TE~ 7t y Z I , •g4 SDZ ~q . S3 Zo "25 ,o~p ,30 ~' .oZ •30 l.$? .s3 S SS 7z S=7S 7~. M (Sec Sf..•~ Srs/tr~ tt2 Or;/a~ /i«~1<S~ o/a,dp<. ~ Dura~T ~tTGN Fo,t STDLH SysTE~ #.3 .l(o Spa-3 •S.S ~' ~ <S ~P~v N•111t r~`^H G~,"ia r~vulr N Z o ~D •0~ -30 , vB . so . 9r S 8 7. Z 7 ~o Z. 3 3 . S¢ S k.. O~S S1,pc /.5'7., 11.07. 1,57, pv NCCy-+A2. %{~IL'L13 ;Y't, rr~ y~; s« Sh-^-,Sift--~+ ¢3 0~//<> G-o.l<s o~T~~T atTLit ~*~` 2 ~,...,; . Dv-rL6T d,rGr1 ~o~ Sr~u-~ Sys~~M ~4 Best T + Z ,,,190' 0' 09 .3o I,lo~ 504'3 .SS ,07 .So „~v ~,, • S'jt. 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HYDRAULIC DESIGN FOR OUTLET DITCHES MANNING'S EQUATION 8~ LINING DESIGN ~ G•rre oN n,rct/FS X1,2,3, <.S/s ro L~~--~~r ENE ~Ntl-oi'-a/rcNOvrc~rv6!•sYrr~~ P~Q-MANENT" ~NDITIOlJ ~'b SIFT/S~y ey: ge(, NGDw~t R-EConM~NDAtbN Date: 3/Il~o7 ~o~ Lot.-~ `rELbGIT p,2.lo,Q ~tcf.'ts. DESIGN BASIS LINING S MANNING's n SLOPE R DESC DITCH SECTION MANNING'S SOLUTION COMPUTED SHEAR LINING T SHOLDS COMMENT DITCH NAME OR REFERENCE Temporary °f Design Permanent Storm LInInO Runoff ining lope Deccrip. 7 SkeYepe R7 Ske.bp Base epth Velocity _ Shear Muc. Max. alowabia Allowable Shear Valoctty SVaes lnfnp Comment O~+rGET d!TGN ~ g Qla ~<iM 7.14 Guess .o3S .ccS'o Avb 2%I .2%I 2' .91r` 2.07 N A 4.S N/k VaAu...,, Pt~n. /~,•~ N o Slo~ec = 0,5~ rq~~"7~l.1~ t •~ry ~ -r~'Pt Qz TeH S.7S 8~ro .oZv " ~ '' '~ :GI 2.93 N A 2.o N V>Au.e~. UJO Tc~e a«"``" Qz rt., s7S "s~s•' .04.4 " "' :9r ~.i .zs So Iss vF7.k! vsc s7sr<., / D uTL~T Q /TGH ~ 1 p P P ~ ) Qle. pti-rl .OG Grass .oar l~f .dl Sd P•~>%~~ 1 3%I 3% 1 t} .SS 2.90 N A ..5~ N V<At<osJ. ~Psrn L:..1,. . I . • f ~ 57~ Sb c = I -. p Q Tt.-+ 7.30 8~~e .023 ,I " .39 3.G3 N/A 1.o N <~ V ~AtNw. vst TiM Lr Az Tt., 7.30 ••s~s" .o4q " _ " " '~ .SG 2.32 .S2 S.o I.SS v~~'.k.= urc 57 rc O/TL~r Q~TGH ~ ~,. l H"'ad~G 1 Q,n Ptr~-1 9.DG ras$ .D .IIOI~ •r<P 1..~ ' ?%I 3%! .32 S.7G N A 4•S N/.4 VyAcc.«~• use Qs<•~ Lr~ P.~>~r~ Qu Girl 9"oG '~$ o" .O " .. n ,I n -34 S.ZG 2.3 / .O B.o v r: rK t>se SG2.SO 0 S/~pG ~ !l•V ~• Qz Ti,ti 7.3D NAG ,D O " " •30 Z•oG• 9. Vt= ~' ~ SG O rxf.~ l D~7G~]r QtTGH ~~ ~ En.l Qra Pc~r, 9.oG ~.$5 .o3S C,1~' Fn •ol P•.f"rn , %1 3%1 "SS Z.9o NA ~ Z-~ 7JCAuA l/>R:c<rHH,Tr PvHL/nl plri~irn l Q,o Otr''1 9.OG Q;P,e.+o oso ~ /. " . oG9 Il ~ ll ,l ~~ •7 1.7 N/~4 2.0~ N k uCOweQ ~ V< kt<i•-,~+. uS G' S`r/OG D l~S7o 4 Tt~ 7.30 p ;o G" .ob9 " " " „ " •7 ' LG9~ .LG N R Z.QO 'Y.k-' CG B' okf.~ T-e D~Tlr6T QirGtl ~.Z h; D: ~ S. ~ .~>,•e-q/ .• .,~ T Oar` /Yai! ~1 S <Ni/ues .9 X18. n A ii h G/ow 5 Fii "'S ~>/ /~ Arc Qv.' .a t~% SS 7h~7 o i'./ Qu depM~{%r Pi e TW= 48' Ov rL~ i TG 'd 1. - o /~L.fV S p ~ v .fib p/ r /T ~ N ~` 1. A!'L n ~ >''• ~' ~,•J 6 V.~ /V p . ~ c..,h, d Au rh%s d o~;~t Gl.~crs , ., i'i.•-~H.rty r•Lt~.'wl Iw ~- et ,e~y'a ~) G.-w.'•7 U~/~ Gvwv-1~ . 6r ~ T.'n i ~~ fGL, ~ W ,G ~r P7 .r {C~'4 HYDRAULIC DESIGN FOR OUTLET DITCHES MANNING'S EQUATION & LINING DESIGN Date: 3~I 1~v7 DESIGN BASIS LINING 8 MANNING's n SLOPE b DESC DITCH SECTION MANNING'S SOLUTION COMPUTED SHEAR LINING HOLDS COMMENT DITCH NAME OR REFERENCE Design Sbrm Temporary °f Permanent Lining unotl ining n" lope Dasorip. 7 Siasbq RTSWesbpa ase epth aloclry hear Max Allowable Velocdy Max' Allowable Shear Stress ining Comment Ilppv Qro P<.h .o G~dss .03 Fl w. t .040 1~-"~:•-• 3:1 %I S 2,S1 N A 4.S N VGALNa+. PLC'-1-L/~% N• /.< .tlrpc= 1.470 L? 7<M 4.9o 84.4 .a2 ~I ~~ ~~ •32 3.12 --1/~ Z.o u/A V>~tu.,..., vsc Tv, L•• '~"% QZ T<,~ ¢,9a .'s~s^ .D44 " " ~, ~~ •4G 2,oa: .4o S.o 1.SS v~~'e/G.: use "S7S"T~ L.•. >r'I,'stld/G 1 ~ R" PG.,.-, G•D9 G~~ss .03 Stup .looo p.,s;.-, 3%I 3;J 4 .2G ,90 N A- 4•S N k V>ALL•w- vss Pc<.-+G~n •y „3 (p..~;.~/ l~~rt-6T D~rcN Q... PLrM ,09 µ~SG+' .D4D '' 'I ,l " .Z$'4•'~8 /So $.O ~ • ' uSG'SG2So° L SIrPL = /D-D 7. G? Tc~+ ¢. 9o NR o° .o o ~~ ~~ ,, .2S 4a; l•5l0 9,5 Z-S vy .k-: use "Sum" H D~rL~ r 0 ~ roN 'x 3 ~ ~~,! ~ ~., r..., Qlo Pc~-~ ,09 Gass .o3S pr.ct ~ .aos'o; p.. t,.,, 3%f 3=1 -GD 1.75 N <F ,D~' NA u a,., Grass oK ~ V~;LLL~MM, As ~ ,e ~ hG.r,,.e O iF CL' L~ i .r Diu S~O~G - 0~ He0 S s~ Q2 TL•"r ¢, 90 ~vG .D23 " ' " 11 ~, •'fL 2,z0 N ~} Z.O N /'I V~A6Liw USG TL'-+ L~ •"~ '-'E D~sch.r T,.wL3kwJS rvLi ••'/f,lr' QL T<•-. 4, 90 ~ sus " .044 ,~ •Go /. 40 . l9 S.o /,SS vG~'.k' vse "S~s"T< 1 Qr o P«h 4,80 brows .03 . D090 A Vb- 3 % I 3 % 1 4 .!~'.S "~.Dta N fF 2.D'~ N A N40~ V4 kes+.nrn, Gi.ss o/L ~ I Du r~E T d ! rCr/ ~S _ .1. ~- as q•, A n•as~•c . ~ cam' ,¢: 4, c~ vv'~ 5/r PG b. g ~o / f ~l L) fl Qy TCM 3-f37 Bai`G .D23 " .r .I rI rl .3 2.49.:'.: N ~t Z.D N i} Va~4lsia+• V.u T<-, iii g . l.Zy TAM 3.87 'SiS" .DS " ,. .I " '' .SI x•37 .Z S.o l.,S Yr'~'.k! vu"s7S"re.., L . ,, Q,a. P«.-, 8.ft,3 G ~dsS _o~ _oc,oa AvG. 2 % I L % I D .89 'S' 61.. A .S y>AYtos..+. Usc Pi..-, Gl•• , ~kccESS Q,C, - NF-~.r Dlrcrr oil LT Qlv PLrn 5.83 " N~ 6" •pgl `I " '' '~ " .SS L-IS 3.18 IS-O B-~ V>L r ! US "S~ZSa''P ~ Q !~+ 7, l 1 N Sa " , 03) " " ~~ a ,I .78' S.S3 z-92 9.5 z-S ~/•k-. ~''•s+41;-ttcw~.b~ ....,s to Pte'.-. ti tnrt~ a ~.: SL .. f'~ r+~ iii /. u~~~ 7 d'+~ ;~r~ ~ D~~A ~ .,r.7 !~ iaSS ~~ M ~ZSb L,,.l7 . -P