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HomeMy WebLinkAbout20070128 Ver 2_Stormwater Info_2009082401 - o k k(% v 'Cl. APMEW26 DR. J.H. CARTER III & ASSOCIATES, IN AUG 2 4.2009 Environmental Consultants P.O. Box 891 • Southern Pines, N.C. 28388 DENR-WATER QUALITY (910) 695-1043 • Fax (910) 695-3317 WETLMDSANDSTORMWATERBRANCH Letter of Transmittal To: MR. IAN McMILLAN NC DIVISION OF WATER QUALITY 401 WETLANDS UNIT 2321 CRABTREE BLVD., SUITE 250 RALEIGH. NC 27604 WE ARE SENDING YOU Date: 20 AUG 2009 Job # 0669 Attn: Re: Mid South Club Attached Reports Copy of letter X Plans Prints Photos Maps Data COPIES DATE # P s _ DESCRIPTION 5 8-18-09 9 Stormwater inventory for Mid South Club, Southern Pines, Moore County, North Carolina l 8-21-09 2 Summar letter for Mid South Club 401 permitting 1 8-21-09 -- check in the amount of $240.00 THESE i kRE TRANSMITTED X For approval For your use As requested For review and comment REMA RKS: Approved as noted Approved as submitted Return-:-,d for corrections For your information Please review the enclosed materials for Mid South Club. As a reminder, DWQ was ready to issue a 401, however, Annette Lucas determined she could not complete an accurate review of stormwater requirements with the information Chuck Heiser provided. Neal Smith Engineerin is now on the project and has provided the enclosed mapping. Call with any questions. Jennifer COPY TO: SIGNED: If enclosures are not noted, please contact us immediately Endangered Species Surveys 9 Environmental Assessments • Land Management • Wetlands Mapping and Permitting 01-Diva va- DR. J.H. CARTER III & ASSOCIATES, INC. Environmental Consultants P.O. Box 891 • Southern Pines, N.C. 28388 (910) 695-1043 • Fax (910) 695-3317 21 August 2009 Mr. Ian McMillan 401 Oversight/Express Review Permitting Unit NC Division of Water Quality 2321 Crabtree Blvd., Suite 250 Raleigh, NC 27604 RE: Mid South Club DWQ Project #07-0128, Moore County Dear Mr. McMillan: QP=@P=udig I AUG 2 42009 DENR - WATER QUALITY WETLANDS AND STQRMIWATER BRANCH This letter is in reference to the permit application for impacts to jurisdictional wetlands at the Mid South Club in Southern Pines, Moore County, North Carolina (DWQ Project # 07-0128). On 7 May 2009, we received a "Return of Application" letter stating that the materials that were provided were insufficient for stormwater review. During a phone conversation and your email dated 14 May, you indicated that the project had been fully reviewed and was favorable for issuance of a 401 Certification, except for the stormwater requirement. You indicated that we could submit new maps for stormwater review and reference the existing application rather than re-submitting an entire new application package. Enclosed please find 5 copies of plans for the Mid South Club showing the impervious surface inventory. The plans include 11 drainage areas (DAs). Overall proposed imperviousness is 15.5 %. DAs 2, 8 and 11 have the highest imperviousness, with 22.3 %, 21.9 % and 21.1 %, respectively. DAs 3, 5 and 10 have the lowest imperviousness, with 2.1 %, 12.4 % and 3.1 %, respectively. DWQ staff clarified that the standard criteria for high and low density projects remain effect (24 % threshold overall and per DA) and that the proposed criteria from the March public notice is not being currently being used due to public comments and ensuing revisions (pers. comm. Lia Gilleski 7-22-09). This was further confirmed by the public notice dated 14 August 2009 containing new proposed modifications for stormwater provisions. The enclosed plans were designed in accordance with the rules currently in effect. Endangered Species Surveys • Environmental Assessments • Land Management 9 Wetlands Mapping and Permitting A new application fee in the amount of $240.00 is also enclosed. Please review the enclosed plans and contact me with any questions regarding this project. I can be reached at the telephone number listed above or by email atjarchambault@jhcarterinc.com. You may also contact Scott Matthews at Neal Smith Engineering, Inc. regarding the enclosed plans (phone (910) 695-8825; email smatthews@nsengineering.com). Thank you for your time. Sincerely, OA&O ka nnt"Um, M. Archambault Wildlife Biologist CC: Mr. William Perry - Plantation Investors, LLC Mr. Scott Matthews - Neal Smith Engineering, Inc. Ms. Emily B. Hughes - Wilmington Regulatory Field Office, USACE _ , ; , - , _ . ~ - - ; Jiii I Ifs ~'1 r 1d f;' F- :r:y-.u k n i w ~ l T r,.._ 1 l__, 7 ® e44~ i ~ ~ ~ / - I ~ ~ r I t j I r- r r; j /r~ ` ~ y^~:s ~~~J ~ ~ ....r ? ! \ ~ x_ ..v \ .r / _ i J ~ l ~ i \ ~ ` ~ ~ * / ~ i ~ - t _ ~ ~ ~ r ~ . t _.__.r ~ J ~ DRAWING INDEX , ~ ~ ~ r~ Overall Drainage Area. . Cl OF 9 M Ip Drainage Areas 1 , 2, 8r 3 Impervious Surface Inventory. .C2 OF 9 L A N D °a Drainage Area 4 Impervious Surface Inventory. .C3 OF 9 Drainage Area 4 Impervious Surface Inventory. .C4 OF 9 r Drainage Area 5 Impervious Surface Inventory. .C5 OF 9 Drainage Area 6 Impervious Surface Inventory. .C6 OF 9 m Drainage Areas 7 & 8 Impervious Surface Inventory. .C7 OF 9 Drainage Area 9 Impervious Surface Inventory. .C8 OF 9 i D 1 I Drainage Areas 10 & 11 Impervious Surface Inventory. .C9 OF 9 A r A T ,0 s 7 ~ s s 0 le 5~a ~ o No Ma VlGinl its €i' t` l! ry;J ~'~'`j~ 't~' l!9B ~ ~ ; r; 4 ,am Rp'e .e a®° ®®B ~ $ °s ~ m 0®Btt®~BACPI~e 1 . r rt;'1 `,r, (~I t rr ~ F%`: 'r'1 ;,4;~ d, ~ ~ a D ~ Neal S~nitk.~r~~itieerin9, Tnc. Nh~ l39 Piveiiurcf Avenue-Suite C' ' U b Seurthern Piuec, NC 2838' Q Pknne: (91 U) 695-8825 / ~u Fux: (910) 695-8832 www.nseng6reering.erun x1 ~:a~- AUG' 2 ~I~, 2009 o~~•~ar~R~u~.irv I~~~1[t~~`°f~001~~ ~1~~1~l~N~f~Co)[?NS~ ® s~osTO~~~~~a~ac~ po ~ ~ J %'w;, McNeill Township, Moore County Southern Pines, North Garolina ~ A:ugu5t 18, 200cl JOB# Oci24501 Drown By : BCW Cover Sheet a ~ Mlp~p ND v _1 d ~ plp~j, W ` m A (n a This map Is not ~ accordc~ce with GS 47-30, as c~nended. Z ~ (qNT : Area coordindte method. ATIp N Layout provided by Gl~arles D. Heiser, '(811 Villanow Drive, Sanford, NG 21332 Q I' contour Intervals based on FEMA bare earth elevation data, NAW 88 Datum. W ~ ~oTl'~ ~ s 's F- ~O, Q North Z Per Plat ~ , Viclnlt Ma (Not to Scale) J Q z_ D~~~~O~~l~~`~l ~~~~G~~ ©~~IC~C~Op~ll ~~0,~~10~C~ 9CL~Op~IC o -~1 P161'~i'11~1A11`1' ~ i l i~II ~ l i ! ,r r„i i ~~11'~1 '1v~~- ter," 1 1 c~ i \Vi~wlwAAl\~l 1~I V ~ ' 1 i;III I ,h~lll~'',~~`,~ _ ~ 1 ! ) I /r , ;l1A1vvvvv1111 I tIl/! 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C712"?" ~ n i. 712" ~ r 7 / ~%XX'7/ /f/ i "~/~~\~%^~/ice-// / ///r~/f \ ~ / it r11, ~r 1 iL °"J+°CJti ~ ~L~'XY / :;i l I ~ / l/ l I I. 7 r r . ,ly? ~ z ~ ~ 9 / / / 1 , ~ / / ! / ~ I ~ ~ DA ~1-DRAINAGE Af?EA #I DA #5-DRAINAGE AREA #5 r r i ~ v / ' ~ / / x° ~ G/ L; )l' ; J(Ir/ / ,///1 / _ /1111//~ V 1 1 I1~ ~ /i /h/ fir! I I .v(7 / / !!r ~ / / / ~ 7/i/i/ rr / ~ 1 i i _r/, / r ~ r i/~ I`" Homes: 0 5~ r i ~~'r'ri l~r/ llr r l r~ I ~ Homes: 26,090 5F ~ ~ / ~ x - ,~v'~iG ! 1//1111 r r 1 / + I + / / 1~~ 4 pI1 ; v, / I 131385;= - ~ ! ///,lr_;~,„'r=~~'l'-:~;'~ - - y~'~~ 1,1r = '3v~ Drives/Yraikw 0 51= kwa s: / , ~ l r,-; Drives/Wai y _ - ~j :v~v / /11AA111 ~Ir ) ll/ l 1,.1 {1 r ''i7 //lnfh ,v~ /i/a'~ V11111 v Ilr'~/j ///iE%/ it///I f .'a ~ Z ~ ~ ~N~ir~i%_./~//hr . ' /N/r /T~~%/~ ill 1~ Roadway: y. 13A25 5F ~ ~ y 10 5P Roadwa . 1 , v~ ~ j~ ` 111 1 v v 1 11 1 ~ 1 VIII / I~ ! 1 , ~ - f- vV v l/'~~ Y~/ ~ vvv ~ vlIl/ /l/r/I /~i ~ l~ I ` 1 ~ Total Imperv ous. Total Imperv ,2 _ - _ loos: 52 53 SF ~ , , . ,a,s~,d'~~c, 11~~ Total Area: 3833 5F Total Area: 421,TT5 5F ~ I A 1 ~v\ V \l v~~ l I l/11111//> I~ v~1l/ / ` ~ ~ , ~i ~ 'r/l a// / ~ . 1111 v i 111 A A X11'1 i/X " V111A 11/ 1 ~ Ij/~ij l/~~///~i%/f j~l / j~/ / / / / / 1 ~ ! i~-, ~ 4 I 1 ~..:fi`~ / lljf1l (1(111 \111////ir ///i ,nom ( ~/l ~ \ ~j`'^f z 1/Ill 0`~~c '_.iii~/i/i// 111!`w~y11A~1 I/7~ ~ ~r~ \ \ /q t ~ ~ - ~ ~ Percent I lour: 15.2% ' l2.4S5 ~ 1 , % ; ,rrl P , mperv Percent Im ervious~ _ ~r % - _ _ r ~ / r r ~ , , _ ' _ ri i///i: rii iii /1 / / 1 / I / / 9r _ _ l ' r - - , : /i / ~'~III \ '~h(~IIi~\ 1 1 11 ~ : "'vl l~ ~ / H~ / I- ~ ;rill r ~_.i Y . rr _ NA A # - *V rr~~ r ~ ~ i~r~ r l ' ri ' ' ~ /l/l / ,i ll i i.,( 1111 1 / i _ " //rl / ~ , ~~/l / l 1~ ~ L~ /i, i rri ~ / i l~ ~ / Homes: 15 5F 42 5F ~`,'r',' ~ z~'`!i/ ~ ' - l//r~','~iirrr l ~ ' ~ ~ ~ i% Homes: ,400 - ; / ~ ' N~~ , l// / v i r I 1 ' „ / / / 1 ~ Drives/Walkw 9,418 51= Ives Ikwa s: 13 0 5F ~ ~'~/i'~ ~ ~ ~ 1 1 . ' 11 r l'~/ ~ ~r/ Dr /Wa ,30 y ~ . ~ ! ~~r7 tf ~ ~ -~1~~~,, ~ ..~LS-_ ~9 rY/ 1. i ~ 1 !il~ ~ RO RDQdW 2~~~ - ~,,~,r=` ~t~' ~ r i~ ~ i l / ! I l ~ s v~ ~ / It/I ~ ~ , r adw 5 1 - _ r _ /,r , I r l / ~ ~ rr ~ - / /fi// . i~ / / i r f l~ 1 Total Impervious: 49b88 51= Total Impervious. 1b,452 5F ~ - = - - r ~ ~ i _ ~ ~ ~-rr -',ice ~ j> //q1,/y ~ ~r / ,~i;._ , ///~n~ 222932 51= ~ r 1,,. - ~ / ~ ~~G~rl / Total Area: 410,591 5l= 1 ~ ~ , ~ - ~ , , 1 : Total Area: ~ ~ 11` : , _ r//ice'"-~~ j!~~i ~ M~~-~r ~ 1~~ r ~~/~i~,ll ~ ~~r 1 ~ _ v 1vv. ~r//// ~ ~ / r _ . .:,iL/~, y/ / sir lj ri ~ ~ ~ - ~ rr / r ~ k1~' 9 ~ a ~ '7^~ ~ I1 ! ~ \ / .,ice t 1 i / / /,~ii~~,, Percent Impervious. 22.3% Percent Iry~~p~/~/bus: 18.6% ~ _ _ _ _vJ ~ ri'~i- r,a.,{~%~k<!:i/,1i?~~/ y it 11 rr~r . / iii ~~1 DAB! V111i 771/, i/~' ~ p 11 tilr ~ ~1~,Ifr~~?/~/% j 1111 r / - ~ %~ii / / ` ~`!'^-JllePit ~i INA # # - ~ 1`111( ~ /~~5;~ .,iu Fw/1/~/// /111 I / / - ~ Sri ~rii ~l 1.,'ll " 1 DA #3-DRA GE A DA ~ DRAINAGE AREA _ -gheet G7~ \ 7 „ _ ~ ~ ti .o.. i / r 1 ~ ~iL!~ ~ ~ 1 5 1 l ~ - _ ' r r r i / / / ~1 r 1` ril/ I1~ _v I t ( \ ~~i~ '~`~~J„n_L`y``%/!~~/i~l~l/JIlj11 \1\~~` - ~ l~j V/i \ l 5~ rah 1 ~/~ri'~~r~~i/~~,~//~r~ r1111f1/' ~ DA#8 !°r~i~// / i ~i~ "v Homan: ,~4 Homes: 22,560 51= ~ „ 1 _ , , , , , , _ _ r l c- k'x~ v" /1r ^ / r r~ 1 ~ i 1 1 ~ r' ' r r G, /~~r r -~`~c J L' ~ 5 31 cJl ~ l/// 1 `r/r 1/r ~,i lll.'~r~i~ r/ J ~ r J~'le?it ~i f~~ ~r~~////l//'l///llr~ r~;~~ Drives/Walkways• b DrNes/Walkways: 10,809 !,I vt , , , ' , ~iv1"/,-.. ~ , ; , / ,r rrl I r ; , "I 1 ~ 1 1 i' ~ ~ / / / / ! ~ ~ / f ' ~ \ Roadway: ~ Roadwa : 9862 5F 11rrr'rlll%'.~~~rri' 1111v; , , /rlrl 111 I ` y i1 11 //ir h11~11` 111 , / ! r 1 ~ Total Impervious: 1,431 5F Total I low: 43,331 5F - 1 u l , ~ , DA #10 , , ~ll,~ 1 ~ , _ / r r r 111 I / ~ ~ _ ; _ may/ `~~``~,!li'~ Ii(l IVY 1A11 1A V1. 1`~~ 1111 ~ ~~`p~~`~'~1/ /III I ":II "T_' ' cif (tJC~;,_T .11vv1~ ~~w i 1 ~(Ie~Gt ~i91 ~ vv v` w 1111 w`; I ~~~i "(1 r,~ r'~7~' I ll i U// r Total Area: 346 15 5F Total Aced: 250,19? 5F ~ 1:v. ~ : 11 1111 ~ 1 1 I ' 1 j 1 It ~ , , ~v ; _ / ~ 1 ' 11 1~~~A11U ~1 ~~111 1 ' 1 14V t lA~l1 i~ ~ r`~~~II!lrl ~ /rj~lll "~ilfl _'11 / ! 1 1 _ ~ ~~~~\11V1~~ 1"` 1 1 1 ' / r ~ v 7 ~ A 11r I ! (111/ rr~(l v~ ~ Percent i loos: 2.IAS Percent Im rvlous: 11.3% ~ 1 , ' ' ' ` ~ , ' ~ ~ 1 \ ~ A\V 1 /i ~1 / l ~w ~\V111.:~~ -1)/AvA~vwA_~ r i . # 11- 1~0 ~ t !,j / (i 1 I l 7 11r ~~7 ~/ii~~ ~ ~ ~ 1v101r~_ 1 1 ~ m DA #4DRAINA,~E AREA 4 _ - - ~_/^t ~ t Y~/. w~~ ~ ~l r~ ~ ~ I) l 4 / 1 I rl l ~ f ll!` 1 v ~ ti,1Av~~~~~ ~ i~ . ~ ~ r~ \ \ ~ - INA A #8 / { `\''1 1 {-+~-1 DA #9 11"~~\~~\~ l~J GE __REA ~'~/i 1~ / 1 Homes: 69,600 5F - ~ ~ ~ ~~/~r/~ti~ , I _ v 1 v 1 511eetvGS i t v v - _ _ Drlves/Walkw 34,340 Homes: 19182 5F 1 ~ ~r/~/ ~ III ~ 1v v~ 1 • ~ - ~ 1~~ v/~~I/~~1// v~___ ~ vv` X1`1 - 1111 1 / 1AA - - _ i ((11110 ~ ~ \1 1 A 11 I I ~ / 1 I / 1 - ~~/1111~~\i - s li ol. ~ Roadway= 51p2q 5P Drives/YVaikwa s: 31159 51= ~ ~ ~ 1` , , 1` , ` ~ - y . /r// . 111 ~ r \ \v , ` \ ~ _ _ _ Q~ total Impervious: 154,969 5F Roadwa IDAlb 51= 1 ~`,:`'~11~ ~ y ~ 1~, `~v tl v 1 vv' v ~ , y~ r , /rr1 ~YY/X =vim 11 a1 v Total Area= 992,4'94 5P Total I loos: b1;0115P - ~ ~ _ If ~ ~ `11 ,111 v ~ _ ' G n r~ 111 1 Total Area: 219 51 5F y _ , ~ vv / ~ 11 ~ ~ ~ ' _ ~ x - v . ~ • ~ vv1 ~ Percent I IOUs: SbXi ~ • l rl ~ , A v ,yr /~i ~ / ~ l ` ` ~ , . ~ ~ = _ - ~i~ t r. yam, 1 . ~ ~ ~ ~ - v ~ `1 1'V ~ i,. ~ /-fir, nt1 ~ \ _ z ~ _ Percent Impervious: 21.q~_ _ ~ iii iii°,i C ~ ~ ~"\VA` ~~~~~Y?~/S/~i~l'~%%~~%s'/~. v ~ ~ ~ A~~ AEI '1~- 1 11 ...vv~~ /yam /r~i'~/. ,~/ii p IMAGE ARE 1vv . _ U ~DA ~f ,1 i 1 Z Homes. 28,518 5F v , r , ~ . ~ _ ~ !1 - ~'~ii~/i s~ ,1 , ' -sheet Gb, 1 1 ~ ~ ~5heet G8, i , ~ ~ y 28 94 5F u ~ 1 l,l 1 ~ f / - r y/ _ .li ~i< ~ ' I ; DriVes/Ydalkwa s• A i / l u r ~ ~ . ~ ~ w ~ , , i/r ~h`~~i~~ i ~ 1 " 1 n ll 1 " l l l` ri\~/ ~ 0` 8 8Y papa e j Roadwa X1.950 5F r l ~v~~oly ll' ~ _ v~ ~ ~ f / / ~ , = d f L / v y° 111 ~ 1y1 .,v~~v 1~ / Z w ///i?~~1a , r ~,>~r71{.ltA~ V Ir r, y >/11 1 ,4// ~ , DA k~ ; yp/ - ~~j - Totdl ImpervioVS: 84,622 SP _ o Il ! ~ _ I 1 ~ l ~ - Qp® ®e am Total Area: 415,625 5F ~/i; i1,111~1,, ~i"~`,r``,,., ~1~ ~ , -r% ' i ~ ao P / / / ; q® ® C+ °o t" I.I. ~ ~ o~ c~ al ,~I/ Q. ~yf `ll / i:r, / rf l ~/:.>~at11~~ ~~a fr/lrrJ ~ ~ r r ice'., _ ~ Z ~ ~ u a ~ ~ / n d a o ° o o Percent Impervious:. 20.4% , ~ , ~`~?rr l l l- ~ i i DA #II ~ t / ' I r r r~ 0` - _ o ,~~hl ~ lr it/,/'i ~x <~_.Sheet G9 1I lilt ~ "r a ® V d r p ~oo~~ ~ ~ , , 'I 1 - - ~ DA #10-DRAINAGE AREA #10 1i ~'/r~i, ' ~v; 1~1~11`~ ~/i III i C- _ P ' C ~ ~ ® 'b ~V~ ~q o~~~ ~e y ~ yq~ • ~V ` 0 tl~ Homes. _ \ ,i/ ~ _ _ _ 1 / , / ~ _ 1.1111 1 ~ - ;li i~ . - GRAPHIC SCALE ®,®BBFq`.®~;'®,s~` ~i,~ = Drives/Walkways: 5p01 5E - 111 °fp®eeaaevo"'~ Roadway: 0 51= /`I'rn' Total I vious: 5,001 5F ~ =11'=; ~ , _ , zoo o goo aoo eoo eoo ~ ~ 4~, 1 i!/r ° a ~ G~0~(~ Total Area: 159b23 SF ~ . ` ` 1~r,~y, ~ Qd~~~ Q ~ , ~ : v 111 ~ .1-1 l _ r.~ d ~~~0~~ jlrr~~v.,//re~~laa~lv~` 1>!.~rla vv~ ' / W 111 1 ~,1~, s Percent Impervious: 3.1% ~'11.I-~<,.~ ~ ~ v~~ FEET) v ~ r` Z ~t1 Cii- ` 1 inch = 200 ft. ~ lL O G°adQP~ Q ®podc~~~~~ DA #II-DRAINAGE AREA #IIM ° - Homes= qb~ ~ I~- Drives/Walkways: 3,800 5P W Roadway: 22Jo22 5F Total Irr~ervious: 35,422 ~ Neal Stnit~ ~n9ineerin~, Int. ~ Total Area: 161,T33 5F 139 Pinehurst Avenue-5uiteC Southern Pines, NC 7838? d Phone: (910) b95-8825 Percent Impervious: 21.1% Fur: (91 U1695-8832 W www.nsengrneering.com ~ 0 ~ d~~~ ~ ~~1~~a a Q ° C~~~ tl ~~~~U°1lSQ~~~~ ~~1114"~~.~c~IIS~~~ti N~~1 l`_~~~-=i~~ Scale : I"- 204' ~~p~~M~o~~ ~~~~~i~~oc~ _z Mr.Nralll Tnwntihtr~ Mnnrra r'.nuntu Southern vPines,North Garollno Q August 18, 200q J05# Og24501 Drawn By : BGW U? 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I i I I I I I I ~ _ 1111 v v v v 1 v. v v v v ~ ® i v v \ - \ 1 A ~ ~V ~ V `I ~ \ \ ~ 'wg~. ~ v ~ ~ IPF Iron Pln Found III ' I I I I;i - ~ _ 1~ 1 vv v v v . v ~v~ , 1 ~ v -,v 1 _ - E y -.v v` ~ Existi Dart Path ~ ~ ; ~ ~ ~ ~ Exlstin Utll Pole ~I, ; ' ; I I ? / ~ v~ r v Av v ` ` ~ ~ ~ ~ ~ v ~ vv ` ® s v _ , , v , ~ ~ ~ v r, 9 ~ ~ I }III ~ / , - ~ , - / ~ r I v~ ~ v ~ ® ~ / ~ 1, n9 dr~J New Contour I ` 1111 f ~ / _ ~g_,- / I I V A\ ~ ~v ~v ~ V ~736~___ v iZoad w/Gurb 1~1 I - ~ ~ " ~ ' ~ v vv v v vv v v v ~ ~ ~ ~ ~ ~ .04 ~ v~'`- I ~ I ,~i----t---' I l A ~ I V 1 ~ v A 1 ~ ~ ~ ~v `V v Pro osed Storm Drain e f ~ ~ , ~ p ~ i l', ~ ~~®I!®~ I I 1 1 v~ v v v v `v 1 v ~v v~ AJ"~~ v v ~ ~ 1 i i Pro Stormdraln Inlet , m I I a~41 I I ~ 1 ~ ' 1v v v _ , ? ` v _ ~ v v ~ ~ I a~ ~ ~ ~ ` `v rr~ / l l ~ ~ ` O Exigtln Storm a9 _ I ' ~ses®~®®es®m~s ®h e~~®~~® ~ ~ ~ 1 v v ~ ~ ~ v v i v l V ll(/ I r I ~ f ~ v ~ B Storm aln Manhole _ gas- I ~ , \ \ . \ \ \ . \ - ~ ~ ; ~-a. ~ \ \ l~ Existin Curb Inlet/Yard inlet ~ ,'1 , - I , 1 ~ ~ ~ ~ ~ \ ~ ~ _ \ ~ \ V ~ _ "'v v Amp ` ` 11/l/ 1 ~ _ \ ~ A i 9 - `v ~v ~v v ~ ~ ~ v v ~ 1 l '1 1 ~ v I t ~ ~ ~ v ~ ` ~ ~ ~ ~ ` ~ ~ v 1 1 1 A ~ Ex~ting Sanitary Sewer Manhole f ~ \ _ _ _ v istin Sanitar SBWer l.lne - ~ ~ .G _ ~ v v I I I t v ` ~ i e _ v v ~ ~ ~ v o ~ v - v 1 °v. - ~ 9 y - v~ ~ v I I ~ v` I I v ~ v v v 1 New San Sewer Service ~ I ` l ~ ~ I ~ I ' ~ Itcry - ' ~ ~ _ ` ` v v v v ~ v v~ ,I i I I ~ v EXisting Water Une ~ ~ ~ r ; 4 vv I v ~ t ` 1v ` ~ v ~ ~ ~f~ d r1 I I v - I I ~ 'h ' N b" WL New Waterlk1e - / ~v vv v v v 1 1 v ` ~ w ` v I ~ I I ~ v - v- ~ v ~ ~ ~ I i l_ Existing Pt^e Hyd<' , ~ ~ ~ I , ~ , v v ~ v , v ~ ~ , f ` ~ v _ ~ ~ ~ I i F I I i ! ` ~ ` v f ` ~ r f l ~ ~ ( ~ 1 1 1 ~ I 1 ~ - ® ~~~~eosu~nn Drai Area ~v, 11 , , ~I I `r 1 v v ~ v v v ~ I I I ~ / ~ 1 Ebundary ~ - i _ ~ ~ A ~ \ 1 ~ I I i ! ~ i ~ ~I~ L I I \ \ t \ \ 1' ~I 1 1 l \ ~ A v ~ I A ~ ~ ~I I ~ i a~° V V ~ - A l v I 1 1 t 1 ! ~I I 1 A ~ ~ A\ ~v 1 iI I Ph~eline ~ \ ~V ~ t I ~ ~ A \ ~ \ ~ i,. 1 I c f c. v ~ ~ v I _ ~~Vl. l v I I ~f I I I I I i ` \ V ~ \ ~ I I I Ail ,~t t V ~ A\ ~ i I 1 I i I A AV ~ ~ ~v ~ ~ I I V 11 r I l~~r ~ I~ 4~~-' ~ f Y / I I I~ 1, A A ~ ~ AFB ~ f ~ 1 I I f I ` v ~ v ~ I I I `P I i 1 i ~a h~tch~ine ~ A ~ ~ ~ '~V ~ I ~ 1 V t y ~ ~ V ~ \ v \ 1 1 1 1 l \ IJ~ 1 I I j„ I i I I I ~ ~ t f v ~ y ~ f i I I i ~1 ~ f v ~ V ` - \ ~ ` I ~ ~ 1 A ~ A I t~ ~ A V ~V I I 1 ~ A V 1 ~ \I I~ A ~ ~ ~ 1 1 I A v V A \ 1 1 1 1` 1` 1 V~'~ \I I I AV t ` 1 3' ~ I i i i A\ v~ A I I I} 1 1 `l 1 A» 1 1 ~ v 1 v ~ ~ I( 1 - 7 l~ ~ A i 1 ~~j. I / ( I I I 1 `I 1 ~V 1} t 1~ I l l I 1_~'i_1'"\ `v ~ ~Ry~ `v 1 ii ~ I v I l 1 I I I v i 1 ~ V 1 1 1' ~ t i } 1 i, \ y I ~ ~ ' ~ II / I ~ ~ ~ ~ ~ /l r r~ r t ; ~ ~ ` ~ 1 A I f .I 1 f i I I ~ \ \ 1 1 1 I ~ \ w NDTES: ~v ~I ~ ~ v v I ~ ( 1 ~ i I , 1 t `I ~ ~ 1, ' v ~ vv ~ `v r/ f ~ I f s f r/ i i y ~ ~ ~i i / / / ~ / / / / ~ t- A V i / ! ~ \ l 1 t V ~ v ~ 1 I V I V A V M ~ ` ~ ~ i i/ / ~ / / / i - - This map is not (n accordance with GS 41-30, as amended. `v v ~ . '1 i 'vvv , I ~ ~ v ~v v v ~ ~ v i 111 v vv Area by coordinate method. 1 I , I ' ~ I _ I tl 1 v ~ ~ ` , v ` 1 ,ii 11 v - ~ I 1 ~ ~ v ~ \ ~v I ~ / / ! / ~ i / / I ® Q ~ ~ Av - ~ I i f/ f f I~ f I 1 I I 1 ~ v . ~v ~ 1 vv t ~+ovfded Charles D. Helser,1811 Vlllanow Drive, SanFord, NG 21332 t I , I I r \ I , ~ 1 , ~ L 1" ~ 1 A i I V f ~ ~I t ` I i i 1 w A A \ V A ~ `V I~ 1 V ~ I I I I i f)( i~ l~ I I 1 ~ ® ~ ~ f f f I l f f l l~ 1 A _ I' Contour Intervals tx~,ed on I~MA k?are earth elevation data, NAVD 88 Datum. I , I ~ I I r 1~. ,v ~ 1 i I 1 ~ v ,v v ~ , ~ ~ v ~ ~1 ~ ~ \ i I I li I I ~ r I . , v vv vI ~`v ~v 1 ` 1} iII i I ~ J ~ r~i 1 I I \ l } ~ ~ 1 ` ` I I I I ~ ~ 1 1 / I A \ ~ ~ A ~ 1 1 } ~ i ~ v 1 I I 1 1 ~ ~ ~ i~ ~ 1 v I I~ t ~ v 't' 1~ v I ~ 1 ~ i I \ i / / / / ~ U ~ 1 _ ~ ~ A `cb t \ I I~ 1 l e i I i i t I I 1~11~ ` ~ I 1v A ~ ` AV I I ~ ~ ) I ~ ~ i ~ ~ ~ i i ~ \ ~ ? v ~ I~ I v~ v i i i f d v ~ v ~ I r ~ i ~ \ \ f ~ \ r ~ \ ~ \ ~ 1 1 I Y I I l V I--- ~ 1111 -4i3`,` ~ 1 v \ i I I I i vI 1 I ~ i i i I I I I v v } 11 I I v i v v v v v v v I~ I i i I i v v I I ~ _ v v~ . v I i i t v _ j1 ~"~`v v I v ~~v v v v v v v 11 ~ I~ vv ~ I I v v `v I A I I~~.~ v \ i Iv v vv v vv 1 1 1 I i ~ ~I i v v v I~ i ~v 1v ~ ~ 'v r j v 1 1 1 11 1 i ~ i i r k i. i~ 1 I 1 I i v I~ i v I ~ `v 1 1 1 1 1/ / ~ i i ~ ~ ~ iII(f(Ir ( ~rl~ i ~ ~ ~ j / v i i i ~iliifff.~I I f( f®® v ~ 1 i 1 I I r 1 ~1 I ~ ~v ~ i v 1 ~ Tit I /1 / ~ I J I I I 1 ~~--I l 1 I t / I f v AI 1 1 I I 1 n / r/ f I I ( t r® [ I \ `I v ~ / I I A I / i f I - _ I ~ I I{ 1 V 1 t ~ I ' ~ / / ~ ((rii) , l ~ m r / ~ / / /rfl ~ i ~ ~ I ® I ` ~ I A \ I ~ \t I 1 ~ I II I ~ 1 1 I v l~ ~ I I C I A v i / ( ~ ~ ~ \ ~ ~ AI } A ~ f ~ ~ I I i ) 1 A !I I 1 I f ' ~ / / / / r / I I i ~ f I / ?®v y - I I / ! 1 ` V I I ~~i l I l 1 ` 1 1 1 1 I 1~ ~ f 1 I I ~ ~ I I l~/ l J l r( i~~ I i I ~ ~ / / / 1 ~I ~ - III V I 1 ` 1 } 1 vv v ~ t f+ f f I I Ii ~ ~ ~~iIiII~ I I ~ I~f~ , ~ -Ai-3- ~ I i ~ ~ ~ ~ I ~V l l / i 1 I l l ~ \ v v of I t i f f i f ~ I i+ it i~ `v ?~___.we_-"~'~ ~ v ~ f l (i if i~ ~ II ~ i Ii Y~ v~®® Z / ( 1 ~ i~ ~ ~ ' ~ Y V IIII ~ / +k l 1 1 1 1 i A ~V ~ \ DA #1-DRAINAGE AREA ~I / I i ~ / ~ i; /i ~f~ ; I.~I i / ~ 1 1 , v ~ v 1 + v ~ t 1 V 1 I Q v f~I ii ' ~ ~ ~i i I ~~I ~ , v v ~ 1 v v I 1 I I i i III I I ,I, ~ ,~f,~J i~ i I \ ~ A v 1 v v DrNes/Walkw 0 5F ~ ~r ~ ~ v v v v v >a c , 1 \ r f (f I I t ~ v I ~ ~ v v_ ~ v ~ v I t Total Impervious= 5,810 SF , - - _ _ I t ~ v 1 ~ ~ ~ v ~ ~ I (((iii ~ ~ v ~ `v Total Area: ,3 ~ - - \ \ r - / i~ I I II a 1 I ~ I I~ 11 / l i I I I r 11 ( I 1 ( F D J 1 / r r f f l ( I I I ~ ~ ~ ` ? _ ~ O6® If OpaD ;'~1 t ~ ~ ~ ,I i I i I I i i I l i 11 ~ l r i I / i I I I I 1 1 i } ~ Percent I ervlous: 15.2~i ~ , - - ~ , I I ' I ' ' I I 1 , , , , r I , I rr rrr (r rr If 11 f I I 1 ~ i ;~t~~~ ~ ne~ ~~~~~~i'~g ~ 1 1~ i ~ 6 ~ i ~ l I I I I ti i ~ v ~ i1 ~ I I 1 1 1 1 1 \1}11` f / I 1' - l~ l \i i 11 1 1 I~ I I I I 1 t I f I i f ~ 1 1 f ~ \ ~ ( I ~ ~ ~ ~ 4n~~ ~ ~ try . ~b~ W Q({ ~2-DRAINAGE AREA #2 ` \ / 1}}\ I I I r I/ i i i 1 1 1 11 I I it i i i I\ ` I I I ` ~ ~ ~ ~ I~p ~ ~ ~ ~ ~ a ®a Z_ f ~ ~ ~~I~~ ~ ~ 1`,I ~ t~ ~ V 1 V I I / 1; I} 1 I i T l 1 A o ~I 1 1 1 { II V i 1 / / i A v v ~,y ~ 1 i 1~ I I I I I I~ aN/~~~~ o~ ~0~7~I~0[~~ homes: 15,000 5F I i I I I I i I i ~ I~ ~ 'v } I I T I i i i i f f ' - ? p C? i e _ o Ives I~w~'~ Q 418 SF I I I l i i i f I f i t - v i i ~ i l l I I ~ Dr /Wa III I f i I c I , + , `v ' I , 11 I , ' , 8 ^'""y" I~ I f( I r I Ii iI I ~"i~ ~ ~ ~9 I~ Z i~ i f i i i I I I ~ ~ f,~ ~ W I I I I I I I 1 1 l ll` f i ~ ~ _ A / ~ ~I 1 11 Ii I I ~I I I j I/ I r ROadwc~: ~ I l i i~~~/ l t t r~ ~ I i ~ 1 I I~, I 1 v I I// / i j /f ~/I~f Sri f ~ ~ j _ p~} / / / / / / 1 S f \ p~~~~yr~e~ ~~+ae°*,t~ V~ .J. Total ImperviDUS: 4~f,688 ~ ~ I ~ r ~ ~ i r ~ r r i / V ~v / i , , ' r 11 1 ~ ~ I i i / / / I i ~ I i 1 ~ I i / ~ / ~ i~ i ~ a i H / / / / / ~'4' i/ i ~ 1~ 7111 ~j- ~~~~~~d1~81~ Total Areas r ~ r~~ i 1 ~ I l i 1 I I 1 v v i 222,832 Si' I ~ i ~ I ~ r i , ~ ~ v / ~ / , I I ~ ` 1 i I i i / / / ~ ~ ~ ~ ~ 1 / I lam, I /i/i / i i / _ -~y-~_ I l ~i 1 I 1 / / / / ~ l ~ / l l ~ I / l / / l i ~ i / _ _ ~ I I I i / / / / / l l l l I 1 PBrGent I Brv(oUS. 22.3 ~ / / / / i ~ ~ l / v ~ ~ ~ l / ~ i i i ~ ~ / ~ ~ / i / I I / / / / / I ~ \ ~ f ~ 1 A®® i 7--~ J i / r C ~ ~ / _ DA ~3-DRAINAGE AREA , ~ / i ~ I ~ ~ / / / i ~ i r ~ G ~r ~ i i ~ i ~ 11 l rl ( ~~r~ i`, W ( / z ( rJ r\ ~ ~ ~ i ~ r / / t / ~ i ~ ill i/ ~~g / / i ~ i / ~ es: 1,800 5F ~ iv ~ , / ~ ~ ~ ~ " i ~ I , , I, ; , , HOn1 ~ ~ ~ - i I ~ a i / ~ r a DrNes/Wai 5;631 SF ~ / ~ ~ ? ~ ~ ~ ~ , ~ `v ~ ~ p / ~ ~ i ~ / l ~ I 1 o ~ i / / i ~ I / i I I i ~ ~ I QMC~~~I C~ Roadw/y~ 0 5P ~ , , , , ~ ; , , , ,1 1 ~t~ Total Impervl0us: 1,431 5F / ~ / r ~ / i ~ I ~ ~ I ~ ~ I ~ ~ ~ i r + v v I i v Total Area: 346,315 5E / , , ~ ~ , ~ I , , I v ~ _ GRAPHIC SCALE ~ Percent I 8rVI0u5: 2.IXi ~ , , , I~ ,~'i , , ~ I , , , 1 ~ - ~ ~ ~ so o zs so ,oo zoo ~ _ _ _ _ f/ Neal S~nit~.,~n9ineerin~, Inc. 0 ~ ~ I / ~ I I i I ~ - / ~ fir' ~ l / / I 1 I ~ ~ r I I 1 V v, - - ~ t 39 Pinekurst dveuua - Suire a / i r ~ i / / , i l I I ~ I ~ ~ , / ~ / ~ ~ ~ / / i ! I I~I I I 1 A _ _ ` Southern Picas, NC 2838? ~ Plmne: (9/Oi 695-RR25 ~ ~ ~ Far: (9103 M195-8831 W / ~ ~1 } A AV 1 f i / I I 1 I I ;b I ~ ~ , ; i , 1 inch = 50 ft. wx~v.usaaginaariug.aim = r- i i ~ / / 1 ~ / l 1 \ ~v ~ Il / / / ~ ~ / ~ 1 ` / 1 1 l A ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ ® A l / / i I I I 1 \l ~ \~i 1\ ` _ t 1'.., Il i/ A~ ism ~ \ - If ~l:~~ISCQd I.~lll~~,l ll U~I~~,~'~lnec.l~U~~(~4?)~ I!:,!!::>l"l L i / / ~ ~ I I - ~ ` - ~ ~ .l McUalll Tnwnshln Mnnrc, tnuntu Southern Pines, North Garolina August 16, 200q J08# Og24501 0 Drawn By : BGW D n o o ~ o ~wM0 a and MoC~° o M°l o~ Sheet 02 of q = 9 9 H Scale : I"= 50' ~ R ~5 p~~' _ ~ r $ s ~ N ~ er r cr Q N ~ fl g0 a 5 ~6p d3Wldd 1---~y; ~ ~ fl. c* Qom. fl ~ 7 rr t h~~ - N~ 0 r ~ ~ g D ~ n v r i f" / ~ ~ N ~ I i / ® / ~ Cy i I i / ® ~ g ~ I I I I I ' ~ - ~ i i I~ I I I / ~ m I I I q, I i i r ® - , V i I I- I , tD ~ i l i l i r' , ~ f? J r I r I i l l i r r i ~ ~ 4 ~ I ~ ~ v ~ v ~ r ` m ~ \ \ \ ~ ~ I I ® ~ tD II I I ~ ~ ~ `v ~ r ~ ~ D ~ I f ~ Q~ ~ ` ~ r / ~ ® 1D I r v ~ ~ ~ v i I i ~ / , ~ Q I I I v~ v ~ v I I I ~ , ~ ~ i I Goy v v vv i j I ~ ~ ~ ~ v v v I i ~ ~ ` ~ ~ ` ~ ` ~ I i ® ~ ~ ~ I I A V ~ I / ® ~ ~ k' q / A \ i ® / / N ~~v / I ~ V A I I I I / / i ~`i d w i 1 i /l ~ I ~ ~ ~ / I I ~ 1 ~ - ~ ~ I ~ ~ K N I I~ ~ i / I I ~ ~ / I ~ r / ~ I ~ ~ i I ~ / ~ I r ~ ~ i~ i t ~ 1 ~ ~ ,g~ ! / I ~ I r , ~ r i i r ~ v ~ - i / ~ ~ v ~ I I r , ~ I i r v ~ ~ ~ ~ i b/ ~~~~s v ~ r I I r ~ / ~ N/ r ' I r ~ ~ 1d / , r 0/ ~-~C~ ~ ~ ~ t I I I r~ K' r I I I I i ~ ~ ~1~ ~ 1 / / ~ i i I I ~ / ~ I r i ~ ~ , ~ ~ ~ ~ I ~ ~ ~ 1 I r r i ~ ~ I ` ~ vv ~ I ~v ~ i~-- v` IA I i I ~ v _ '~~~1®I rr I I ,err ~ V 1 ( I ~ \ ~ A ~ ~ 1 ~ ~ i i ~ V 1 I / i~ r I 1 \ ~ ~ ~--~_~~t ~ \ \ ~ ~ ` /Aim / ~ i~ / 0®~~ ~ / ~ r / A i t 1 r I I A \ V v Y~g V ~ ~ r f l c l l / 1 ~ ~ I l 1 1 1 1 V A ~ \ v~ ~ ~ 1 \ ~ A ~ y 1 V l ~ i ~ l ~ 1 1 4 ~ ~ ~ v ~ ~ v~ v ~ I l~ v v~ ~i I i , i ~ / /~'R~ l l / r i ~r ~ ~ `v v ~ ~ v i~ .Y""`~ _-,-~r~ v I I I vv ~ j r r / / i ~8w 1 ` v v v 1 ~ r ~i~ ~ ~ ~V 1 1 i V I 1 i l 1 I i r1 ~ l r v I r ~ ~ ~ ~ 1 1 v v v v ~ I I ~ I t I i I I I ~ ~ ` ~ v `v ~ ~ ~ I ~ ~ v v vv v~ v I ~ I I ~ ~ I ~I i I 'rr / / ~ ,i I I I r ~ t ~ v ~ ~ v ~ v ~ v v v v~ ~ ~ ~ r ~ ~ ~ I i I~ I ` / i ~ I ~ V i ~ \ ~ V A A ~ \ V A V ~ \ \ \ } `m \ I ~ 1 I r I + ~ ~ 1 . v \ i 1~ / / it r r I I Ii I r ~ r ~ ..L~-~- vv ~ ~ w ~ ~ ~ i ~ ~ ~ ~ ~ ~ I `t' ~ ~ I ~ ~ i ~ ~ I r ~ ~ ~ ~ ~ v l i J / 1 ) ~ i ~r Nr ~ y" v ~ v ~v ~ ~v ~ ~ ~ t ~ A 1 v 1 ~ ! ~ ~ 996 ~ / ~ / ~ ~ u / v. v v i• ~ ~ ~ ~ v I ~ ~ / ~ / r / 1-- ' r ~ / ~ ' / ` ` ~ v v v~ v t ~t ~ ~ ~ i ~v ~ ~ ~ ~ ~ ~ ~ r I / b ~ t / / \ ~ \ I I 1 ~/.~l ~ / r""_ r / 1 1 1~~ ~ / i v v v~~ v~ v v v t ~ ~ ~ Y i i ~ I i r - / I I v I r / r ~ I I Q~--r91 > ~ ~ v I I / ~ I _ v I / ~ t ~ v I t / ~ / ~ I r .I ~ it I i I . r r ~ `v ~ v v ~ i I I I I I ' I ~ r r I i I C I r r l ~ ~ ` v ' I I I I rrr _ ~ ~ I ~ ~ ~ ~ ~ I ~ ~ ~ h ti Y~ i i I I i + + + I ~ ~ ~ I ~ I ~ ~ i~ . j ~ ~ / / I ~I ~~i ~i I\ ~ i ~ i \ \r ~ 1 ~ u6,~1 I 1 i Q I I ~ + 1 i / / I A V / I \ I \ I 1~ / t 1 1 I I ~ - , ~ j l l r / 13$6 v~ a 11~ i A A I 1 f l I I 1 1 I l ~ ' i ~ i' 1 l / , Lfi ~ ~ / ~ I ~ I f / ~ \ ~ A I srs 1 1 4 I J~ / v~ ~~1 \ i 1 1 1 A V i I Y l ~D 1 I I 1 ~ v i ~ ~ l / l~ I ~ ~ v / 1 \ 1 l i l~~ A ~ A l I I 1 1 1 1 \ x _ / ~ ~ ~ - 1 1 /v Y \ 1 ~ V 1 A v \ II ~ ~ ~ ~/~7~ / / _ ~_'1s~5~~v ~ ~ - 1 1 ~ r ~ ~ I 1 V ~ I ~ ~ ~ \ V A ~ \ 0 ~ ~ / / ~ ~ ~ t ~ 1 ~ ~ ~ V - / I ~ l r 1 t \ ~ 1 ~ i F ~ / / / l ~ ` ` ~ ~ ~ r r 1 ~ 1 A ~ V A \ \ \ i l ~ / / ~ ~ / ~ i ~ ~ \ \ ~ ~ ` 1 1 i ~ ~ / r r ~ i d' / ~ 1 V ~ A A \ ~ 1 I i "7 S \ ~ ~ / r ~ _ 1 v i~ r I ~ ~ ~ ~ v v v v v' v V~v v v ~ I ~ / l I r" .x tin ~I r ~ ~ ~ ~ v ~ v ~ ~ I I ~ i v ~v ~ r r r ~ v v v ~ / ~ ~ ~ I v~v v UU ` ~ /I' ~ / / v` - v I I m ~ ~ v ~ v r ~ v ~ v `v v ~ r/ ~ ~ ~ I ~ ` ` i t ` i ~ - r~ ~ I I Ir j ' ~ ~ v ~ v ~ I ~ ~ ~ v v pp~/~ -i _ i 1 / ~ I / ~.~'I r L~ v v ~ I ~1 i i ! I i/ ~ ~r \ 1 i l A VO v 661 / / I 1 `v' ~ i,_ ~ '`J ~ i •I I v ~ v f. ~ ~ ~ ~ ~~i ~ / , - ~ ~ r ~ i / / ~ i I / I r I I ~ ~ A _ \ 447 i 6 ~ ~ ~ r l ` _ ~q ""Y' ~ / _ _ - ~ /7 I I ~ _ . I) ~ i f I' I ~ ~ 44E ~ r 1 ~..--'t l ~ ZS6 ~.y~X / ~ / r i ~ ! i ~ I \ ~.i ~ 6 i ~ y, I ~ ~ ~ / - 455 r i I I ~ v ~ DG ~ ~ ~ Dpi •-i / t~ ~ ~C l rr d _ ~`v 1 I I 1 I / I I ~ ~ ~ ~ i cti 95'6 ~ ~ ~ / -qtr-'~ ~ ~ 456 ~ ~ I I t / I I o? . -151 ~ ~ _ I I V A l~ v I ~ b I~ I ~ I I "mac'- ' ~ ~ i / ~ ' I I / '~iV ~ ` I ~ I L6 I I I ~ ) \ I ice! ~ I I 1 I I ~ ~~~ucR ` A ~ l r i I I l V 1 ` 1 1 1 ' I I I ~ ~ ~ r I ! A 1 1 A v i I ~ I i I A ~ ~ I( ~ 1 / V V / I / / ~ _ ~ I ~ ~ + ~ +.ts.~, i ~ ` l ~ / ~ 'V I ~ i I~ I ,.~11 ~ ~ gg~ / jl , ~ r I ~ _ _ / 9 i / t I _ ~ h Aga ~ ~ ~ i ! i l ~i i ~n~ co ! ~ i / 6 f I i~ i I9°~ i 1 1 i ~ ~ _ i I r ~ ~ ~ r i I ~ ~ ~ / ~ r / ! ~ 4N' ' / r t ~ ~b~ \ ~ ~ ~ I t / lr l / ~6? ~ ~ a'; ' ~ i' i~ ~ ~ A i r / / _ / A ~ ~ t I ~ I$ r ~ / ~ A i 1 / / ~ / ~ / ~ A l~ / r ~ i ~ _I I r l I r r ~ i ( \ N ~ I 1 ~ ~ - ~~~`sz ~ / i I 5G6 I t / . ` ~ ! r ~ 11 r \ i~ .1 I 1 ~ ( I ~ V ~ 1 1 ~ ~ - -~,a, ~ r I ` 1' ,ti 6" ~ ~ I ~ v / ~ j°2 I I A ~ I _ _ _ , cs' 1 / 1 t ' ~ ~ f . Esc ~ ~ ~ ~ 1 / ~ ~ ~ I ~ ~ t ~ ~ _ / i I ~ ~ ~ ~ i ~ - ~ / l ~ ~ V ~ ~ ~ ~ a i I A ~ ~ _ _ , ~ ~ ~ ~ ~ i ~ _ ~ / i I ~ ~ ~ 1 ~ ~ ~ A i ~ ~ ~ ~ ~ r ~ .J. ~ ~ / i lD OO~~tO ~ ~ ~ ~ ~ ~J1p~ er eT ~ ~ ~ i ~ ~ h ~ 'n D 4 < ~ ~ ~ ~ ~ ~ , n ~ -ApNN ~P ~ ~ ~ ~ ~ i x~ f t~ ~ ~ 3 ~ n - + ~ _ ~ _ ~ , . ~ o ~ _ c 4 ~ ~ i i ~ ~ i + ~ ~ - p i ~ ~ ~ ~ i N ~ I ~ ~ / q i ~ _ # ~ , r ~ ~ N ~ ~ .P =,i'` $ N ~ , ~ N , i b ~ ;;a ~ o ~ a' t' ~ ~ ii '"'Nn ~ C~ ~ ~ ~ o ~ ~ ~ ~ ~ r l~ ~ ~'r`, ~ . i'c -~Sci _ _ , ~ ® i ~ I ® ~ ~i N ® ~ 8 ! it ' ® i ~ I ® i ' I I t~ ® ~ ~ ~ s ~ - ® - i ~ u~.I I CD - r~i I i ~ j ~X (D X ~X X X ~~~rrX ~~~W X p~ X tzD X ~ fl flN~N~NNNVN00flfN3 ~N~~-o s N ~ cr• rr e•r ct er 3 7 0 0 ~ n ~ '0 ~ t'fl 3 W - ~ y+N~o~53fl~oo-~ ~Q - ~ s a+ W lD ~ 3 N "~c (0 W 1 f* 'A 0 Ri - c ~ 0 -c ~NS ,r3~ ~'Nlf~~z-~ ~pN~3 m ®CD rrc+ 3 ~Q K~ 0 D~ ~ Dfls~ '0 ~ 6 0 ~ N `~O9 Q~ 1D er fl. t~D~Q X33 fl ~ 's ~ ~c ~ ~ ~ t9 - 7r~3 ~ ~ g fl ~ rr tD N~~ ~ ~ c~z~3c~~ t9 tfl5(D2a P N (9 _ `o e Pf' o ~ oa~apR9 f'0®B68Bdw - 7 -1 ~ ~ ,wo ~ ~ s ~o.~ ~ (p p1 p ,`1 b ~ ~ e6 4 ao ® z # U E~ca. ~y, gs s~m Q .ry ~ ® Z-Z 3 O~ N ~ y R m ila' ~ ~ Aq 9 m ` o L ~ ~ w "~~,3 m t~ v m a ~ .c ~ L p ~ "c ~ _R.. O mw ~ ~ ~Z l? ~ k4NR ro ~ 5 ®PM l' ~ - ~ q \\x , 0 0 3 ~ ~-c- n ~t3s s 0 ~ , THIS DRAWING IS THE PROPERTY OF NEAL SMITH ENGINEERING, INC., AND MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION FROM THE SURVEYOR. THIS DRAWING IS VOID WITHOUT ORIGINAL SIGNATUI _ SIGNATURE AND SEAL. I MIDLAND v r m p PLANT ' ~ ATIpN ~>~~'C ~s 's, so r North Per Plat L , Vicinit Ma (Not to Scale) r ~ i i ~ ~ ~ 1 i ~ ~ ~i • i 1 ~ ~ r ~ ~ 1 1 1 ~ 1 A % ~ ' ~ r / ~ ' ~ ~ v t 1 x 1 1 1 ~ ~ I / ~ ~ i / l ~ I r 1 i ~ r l V i ~ I A ~ ! wl 1 ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ wl 1 \ ~ t / ~ ~r~ ~ ~ This map 15 not In accordance with G5 4T 30, a5 amended. ~ r , r ~ ` ~ i i r ~ ? , , , ~ ~ , , ~ l ~ ~ I~ ~ A ~ 1 I ~ 1 ~ 1 FI i ~ 1 1~ ~ coordinate method. r r ~ ~ i i j ~ . ® ~ i ~ - i 1 ~ ~ ~ ~ ~ r ~ L out ovlded Gharle5 D. FlefSer, "f811 Vllianow Drive, 5anr:ord, NG 2"1332 r ~ ~ ~ , ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ i , ~ ~ ~ ~ ~ ~ ~ ~ ~ i 1 l~v ~ I i 1 ~ ~ ~l / ~ ! 1 I / i ~ i I' contour ~terval5 based on f~MA bare earth elevation data, NAVD 88 Datum. ' r~ ~ ~ ~ ~Q~I ~ ~ ~ ~ ~ ~ v / / 1 / / ~ ~ ~ < < l I 1 ( I I ! ~ I I 4 i 1 1 ~ ~ ~ 1 ~ 1 i \ / ~ 1 ~ ~ ~ l A } i l l ~ ~ / Ali ~1 / t ! ~ V~ 1 l ~ V ~ Y i ~l ~ ~ ! r ( c i i ~ t 1 1 ~ i~ l i I i ! ~ ~ 1 ~ ~1 ~ a ~ ~ 1 ~ l ~ l 1 I ~ ! I l r r r i~ ti i i ~ ~ ~ "0 r ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ s ~ ~ ~ ~ l 1 1 1 ~ ~ l I ~ I ~ / ~ 1 ~ ~ ~ ~ ~i ~ l V ~ ~ ~ ( t t ~ ! ci• 1 r r r t r i _ ~ , i ~ ~ - 2 f i ~ ~ y~ ~ ~ i ~ r a ~ ~ ~ j J i I 1 I I f f 1 ~ i _ t~ I I I 1 ~ i ' r r l l l l r r ~ r I I _ ~ l l ~ ~ - ~ ~ 1~ I t f 1 ~ r r I I 1 ! l J {r ~i ~ , l ~ 1 ~ 1 I ~ l ~ I .I....i.'.; r ~ aaa il~~ a~ I l~ 11 I fi ~ I~ ~ I ~ ~ ~ / I ~ 1 r ~ ~ aaw I ~1 I 1 l~i J ~ I ~ / I t I ~ ~ ~ I l V 1 ~ 1 / ~ 1 1 ~ ~ ~ / ~ I I I i i ~ ~ ~ l I I ~ ~ l i r~ ~ I t ~ l~ ~ d ~ t ~ ~ i ~ > > ~ ~ i , ~ ~ i - ~ ~~r EXlSt~lg GCa"t Path tea. ~i ~ - ~ ~C'' ~ ~ ~ ~ ~ ~ i i i ~ ~ i ~ ~ I 1 J ~ l i ~ f I ~ ~ ~ v~ l l ' ~ 1 ~ i i ~ J ~ i ~ r ~ f i i ~ i i ~ ~ DA ~4-DRAINAGE /4REA ~4 r 1 ~ 1 I J I I A i l -~39~ `d'o- V ~1 ~ ~ ~ ~ ~ ~ w~ Y'~` I ~ 1 i 1 I ~ ~ i i i i ~ 1~~ ~ ~ ~ ~ 1 r ~ i i r ~ C-. i i i~ d I t ~ ~ r l l l i ~ ~ , ~j~ ~ A ~ ~ ~ ~ ~ t ~p1~C t ~ r ~ r r ~ i i ~ ~ i , t ~ i t ~ t i ~ ~ ~ r HOmeS: bq,600 ~ ~ ~ ~ i , ~ r 1 i ~ ~ ~ i ~ ~ % i~,.~i T ~ ~ ~ ~ ~ ~ Drlves/Walkway5: 34,340 5F ~ ~ i i ~i i ~ ~ ~ 1 ~ ' r ~ ~ ~ ~ i i ~ Roadway: 51...026 5~ I ~ ~ ~ ~ ` i~~t~1 I l i { 1 ~ i ~ ~ ~ ~ ~ 1 1 ~ ~ / ~ ~ ~ ~ ~ l I 1 A ~ I i ~ i ~ i ~ ~ + ~ ~ ~ ' ~ r~ , Total im erVI0u5: 154,96q 5F l I r 1~ I l~/~ i { ~ ~ i- 4z' ~ i ~~X A ~ ~ 1 1 I l 1 ~ t r ~ t ~ ~ ~ i ° ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i' ~ Total Area: ag2,414 5F r-" i y y ~ ~ ~ ~ ~ 1 ~ , i i ~ , r r ~ `'i ~ i L 1 ~ i ~ i ~ ~ i ~ ~ ~ ~ ~ p8t^G8t1t ImpBt~/IDU5~ I~J.b~i ~ ~ / / I ~ I 1 1 I / ~ / ~ ~ I ~ ~ 0 ~ r ~ / ~ ~ i ~l ~ r L I I ~ ~ ~ ~ -t'~C'~ ~ ~ ~ ~ \ 1 l ~ lit 11 ~ i l ~ I 1 ~ i 1"'r- p, ~ ~ , , c ~ r , ~ g ~ ~ i ~ ~ ® ~ ~ ~ ~ r r _ _.L r "'.r-fir ~ i ~ ' ~ i i P +a i i, ~ i i t ~ ® ~ - ~ ~ ~ r~ i , tT" r r r r[ i r i p i ~ ~ ~ ~ _ ~ i ~ ~ ? - -X23------_-__- , ~ ~ r~ I t 1 , ~ ~ r ~ ~ f r r d i i ~ i / . ~ ~ ~ ~ i -f r ~ 1 r~ i i i r, ~ i i ~ - i r r r ~ r ~ i ~ ~ ~ ~ ' ~,r~ r ~ , , ~ p r r ~ ~ , i r ~ ~ , i i i S r i ~ i i l I j l 1 f ~ ~i Y i 1 1 1 / ij ~ l l r ~ ~ ~ ~s ~ 1 1 t l ~ I~~ ~ ~ l l~ I 1 i ~ ! ,--abN~ ~ ~ 1 l i I _ ~ ~ ~ ~ I @ 1 ~ ~ ~ ~ ! ! 1 1 ~ ~ *1NJ _ q. ~ i i r i ~ ~ / x, ~ ~ r ~ r r - 1 ~ ~ r, r. ~ i ~ r r~ r , i r---' ~ r r ~,1~ ~ ~ ~ ~ ~ ~ ' - - - y r r ~ ~ ~ ~ ' •~----r i i r ~ ~ ~ A ~ 4~i i / I / ~ 1 ~ I ~Y 1 G I ~ - 1 1-h,,,a. .1 1~ I ~t 4r I ~ I A~~ I a 1 l I i ~ ...--1- I ~ 1! l! f ~ rr ~ I r r _ ~ 1 ~ ~ 1 , ~ _ `'-ii r ! i , 1::_. i~ --r-, T , ~ I I I ~ r I Ill {~t~,, ~A~. ~ IIII~ ~ ~ ~ I ~ ~ i i i i r ~ ~ O~"v - ~ ~ i , r r , ~ s r , ~ , i r , r i ~ ~ 1 1 I I ~ I ~ q~ l ~ i / ~ i i ~ I r ~ti~ / i l ~ ~ , ! r I l 1 1 1 1 1 / ~ ~ A \ i ~ ~ ~ cP ~ ~j l~ 1 I ~ ~~~~1 / 1 j i~ ~ ~ l~ f ~ l 11 I l ~ ~ ~ ~ ~ ~ ~ l [~r ~ ~ ~ ~ ~ ~ ~ ~ ~l I ~ ~ ~ - ~ ~ / l i / ~ / ~ l 1 l I I ~ t _ r ~ Y . ~ 1 i l ~ ~ / I ~ rl , ~ f 1 ~ , , / I 1. ~ r' r~ I / i 1l ~ l l 1. ~ l' 1-T~ ~ ! 1 i ~ ~ f r ~ l ~ I ~ ~ 1 ~ l ~ l ~ / 1 1~ r I ~ , ,,,Lill 9 /A ! / ~ ~ / ~ 1 ~ r ( ~ / ~ r r ~ h----^l' '....-i l I I i ~ i ! i i i ' r ~ ~ l , l / 1 I ~ l 1 \i _ ~ ~ i i i ~ l i l l 1 ~~l I I 1 i /AS ~ / I ~ ~ t ~ ~ ~ ~ l ~ i ~ 1/ ~ i f~ i s l 1 1 1 A ~ ~ l ~ ! r 1 ~ ~ ~ ~ I ~ 1 l 1 I l ~ I I~ ~ i~ ~ ~l ~ q I I ~t 1 i I r ~ l ~ i ~ ~ l J ~ ! ! 1 ~~45 l ~ ~ 1 i I ~ I i ~ ~ ~ ~ , ' A ~ ~ i~~l 1 1 ~ I ~ l ~ ~ 1 1 I ~ I I ~ ~ l~ - ~ ~ ~ 1 _ ~ 1. / ~ i ,-k29' ~ l ~ ~ / , i i ( i Il~-~' ~ l 1 1 ~ i_ -y j / 1 ( i ~ l ~ 1 I 1 1 ~1 I l ~S' 1 ~ ~ 1 1 1 ~ 1 i ~ l~ ~ l 1 1 ~ ~ ~ ~ A ~ L ~ I l 1 i , / / i / I / / / / I .Ui ~ i / / i ~ ~ i ~ ~ ~ 1 ~t ~1 ~ ~1/ 1 ~ ~ 1 ~ 1 1 ~ ~11f~~ l I ~ l ~ ~ I I I ! ~ i( 1 ~ ~ 1~ ~ i~~ ~ i~ I 1 I 1 ~ 11 I I I i/ i i ~ r~~~ ~ ~ ~ f ~ ~ i i f 1 I ~i ~ ~ ~ ~ x{ i ~ t I t i ~ ~ ~ ~ it 1 ~ ~1 ~ ~ 1~fI tAl~r_y ! i ~~}i I ~ ~ ~ ~ ~ I ~r I - ~ i i l ~ i I ~ ~ 1 i~ ~ i I l ~ i ~ f ~ ~ 1 r l i i ~ ~ ~ / l, l r l i i~ l `r~i~ ~ , ~ ~ ~ I `~i I r. ~ ~ , r r , , ~ i, r r r i®®~~'~ m~11 A , ~ ~ i , ~ ~ ~ ~ ~ I r ~ 1 / ~ i iii ~ ~ ~ ~ 1 i I I ~ ~i ~ ~ ~ ~ ~ ~ n ~ T ~ i ' ~ 1 ~ ~ ~~IAI1~ X116 ~ ~ ~ i ~ 0 ~ i i~ ~ ~ i ~ i I 1 /tea ~ , ~ 7 ~b' f ~ ~ r / t ~ 1 / r ~ ~ 9 (r r / ~eR® r ~ ~ i' / / l i' ~ ~ l / t ~ l ~ r I , i i ! 1 ~ 1 / / ® 8 1 l i ~ V ~ ~ ~r / ~ I r ~ ~l l ~ / / , I r / / / / ~ r r 1 I I ~ / / 1 / / / ~ti V ~ ~ ~ ~ ~ 1 ~ I 1 ~ Pr a Line v ' , r r ~ ~ ~ ~ ~ , ~ ~ , ~~e~ , ~ ,-~`~r ~ r ~ , r ~ . ~ I~ r f 1 I i f I , 1, , ( I ~ ~ Rf t Of r i r t ~ ~ ~ r ~ r ~ r ~ i i . r I~ f i i i ~l r r---t- • r _ ~ - 6C1 I Easement ~ N~ ` ~ ~ t i r ~ ~ r i , r i ~ 1 ` ~ , _ ~ i ~ ` r _ ~ ' , ~i ~ ~ 1 1 ~ i ~ / f ~ 1 ( ~ i E ( 1 i ~ i ~ _ . New Ea9ement ~ 1 t i 1 1 h i r ~ i/ ' ~ ~ ' ~~i a~ ' ` I 1 ~ , 1 ~ i ~ ip~ ~ -----~~JrJ------ I I 1 1 V I ~ ~ ~ , / ~~~~~1~ ~ ~ ~ i f ' i i , ~ ,G i / ~ ) l ~ 1 ~ ~ , ~ d' / i ~ ~ ~ i 1 i I ~ f, . I EX. Contour ~ ~ ~ r ~ i r , i ~ , ~ ~ i , , ~ i ~ IPF a Iron Pln Found ~ ~ r , ~ r ~ r ~ ~ ~ ~ ~ ~ irk ~ ~ ~ , r ~ , ~ ~ I i ~ 1 ! ~ ~~1 1 ~ ~ N l~ I L,~~,- 1 I I ~ y i ~ ~ ~ i , ' ~ i ~ r p ~ iii ~ i ~ ~ ~ ~~,~r,,;,}~ i EXISting Utility P018 i , ~ r , r r ~ r ! r ~ , ~ ~ ~ i i ~ r i ~ t ~ N J 1 ] / kb~ 6 i ~ ~ ~ y I ~ 0 ~ _ 1 4~5 NeW GontoUP ~ ~ ~ p ~ ~ ~ , r r ~ r ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ ~ ` ~ ~ ~ ~ ~ ~ ~ ~ ~ r , ~_-a_ ~ Road w/Gurb ~y ~ r i ~ ~ p~ ~ , r / , ~ r ~ ~ ~ ~ ~ es~'.~7me~,ns- f f d ~rm 1/1 alna e ~ 1 / / ' ~ , r / i ~ ~ _ _ -r~ i . - ~ 9 ~ , ~ i r ~ Y: r r Pr o5ed 5tormdraln Inlet ~ ~ , , f " .r ~ r 1~ ' ~ I ~ ~ ~ ~T ~~--t^.. ter. , - - - ~ - ~ a~~_ p1 I ~ --d l'~, ~ _ - ~ ~ 1 ~ i ~ i' i ~ ~ ~ i ~ . i h .C, r Ex15t1 Storm Drainage ~ , ~ ~ ~ , ~ r % i ~ _ ~ ~ r ~r~ ~ • Storm atn Manhole ~ ~ ~ ~ ' ~ / ~ / / ~ / ~ _ ` Inle and inlet ~ ~ ~ ~ ~ ~~ll ExiStl Gurb t/Y r j / f~ r~ , ~ r , ~ ~ T Existing Sanitary Sewer Mc~wle t % ~ ~ r r 1 _ ~ ;r i r r i , ~ t - Existing 5c~itary Sewer Line _ ,r r i , , ~ i NBW 5anitaryrJ' elder ~J' BrVIGe ~ ~ ~ ~ ~ k ~ i / / I j / ! / / ~ > ! ~m~ T 1 ~ I 1 l ~ V 1 ~ / ~ A l 1 ~ ExiStl Water Line ~ , ~ ~ ; ' ~ ~ r ~ ~ V l l l l ~ ~ / i ~ l~ ~ l/ I 1 ~ i ~ / 1 \ 8 Wl. New Waterline ~ ~ , S 6ci5tfng 1=1re Hydrant 'r r f l~ r ~f ~ ! ~ / t A S 1 r _ i ~ l ~ i ~ ~ l ~ ~ k~~ ~i~ ~ ''9 no~¦¦n¦¦n~ea Dralna a Area Honda ~ ` ' g GRAPHIC SCALE ~ / / ~ g i l / ~ ~ ~ / / / / ~i ~ ~ ~ ~ y® ~ ~ ~ i i~ r i / ! ~ l 1 ! r 1 ~ ~ ~ Y 1 ``I i ~ J i t Y"' ~1 t ~ I I 8 PhaSellru~ so o zs so ,oo soo e~ ~ 6~ Ef -1 Matchline ' JI®®® ~ -/lam qe aY B¢J' I 1 / i ~ ~ t~ ~,e (tN FEET ) i ~ I i° m 1 inch = 50 ft. r/"~~ I i m -~-P~~,~. 'l ~ !9 ,l, ~ ,f e ~!p/ ~ o ~y~ ~ ere~~~+...,,~s'~'S'. ' o J7' g+~eeeeeaete~~d~ - ~ 1 ~1' ~ s , 4. , ~ Neal Syn.it~..~n~itceeriitict, Iaac. 139 Pirrehurst Avenue-Suite Seurhern fh'nex, NC 1838' Phone: (9!0) b9>-8825 Fux: (9101 695-8832 www. nsengor i~ ring. enm MCNeiii iownsnp, Moore county Southern Plne5, North Cr -Arollna August 18, 200q JOB# c%924501 Drrao~~agc~ Areas 4 ~Mpc~rreoous SaAaCO hdan4owy Drawn By : BGw Sheet G4 of 9 5cole : I"= 50' ~ ? Mrp~gND v 3 m A P~ NOTES: J ~ ANrgrro N This map Is not In accordance with 65 41-30, as amended. Q W Area by coordinate method. ~ ~ Layout provided txJ Charles D. Heller, 'tbli Vlllar?ow Drive, Sanford, NG 2'1332 s, I contour Intervals based on i~EMA tx~e earth elevation data, NAVD 88 Datum. Z 4 L , W F- ViGinlt Ma (Not to Scale / / ~ /i i~~; ~k \ / ~ % ~ ~ ~ / North Q ~ ; ~ ~ / , / I ~ ~ ~ i i' I ~ .'i / ~ / I j Per Plat Z ~ ~ I ~ I/ / / / ~ ) l~l/ l ~ i , i~ ~ ~ / li f / i J ~ ~ ~ I ~ I / - / / / I I - _ ~ ~ / , Q Z_ - - - - _ f i ~ /i r / ~ / i ~ , / ~f t ~r t / / / ~ ~ i~.- , ~ - ~ _ ~ v f / r / t~ ~ f ~ / f / / / ~i?UO~~m®® / k / / if fY O / ~ - / / / I~ v v i / / 4 S "-,F1gf _ ~ v ~i l ~ ~ / ~i/ ~/V~ i f ~l I r ~ ) 1 l_, I / l i / 1 f / f ~ F-- / . _-113_____'____ ' .7,~/~ . / ~ / / ) l / f ~ ~ ~ ! l / l ~ f / v / ~ , f ~j i ~ ~ ~ j 1 ~ f / f ~ / O Y J i l / / l / /i p ~ i I ( i p. _ ~ / / / f f ~ ~ ~ - - ~ / t / r / I ~ ~ > > ~i ~ / I i ~ t V v~ ~ ~a~ / ~ ~ y ~ ~ ~ f I f f / / ~ / r6 ~ 1 f ~ - - - - A \ \ ~ ~ ~ " ~ f ~ ~ / I i ( \V 1 ~ ~ ~ ~ l /i 1f ! 1 l / , ~ ~ f / f I - v ~ ~ ~ / ~ try p ~ ~ ~ ~ ~ ~ i ~ v r 3 f ~ K ~ r~ 1 f ( / 1 1 .l 1 \ N, i r \ ~ ~ r_f~ i ~ ~ - ~ I i( ~ - ~ '/,J \ 1 \ 1 V 1 1 ~ \ l ~ I / ~ / / / / / AI' ~ ~ 1 f I ,t ~ / I ~1 ~ / / W i / , ~ t l l - ~ ~k ' ~ ~ v A ~ ~ ` ~ . ~ / / ~ ~ ~ ~ /1 ~Yli/ / / ~ ~ 1 A v I I I \ 1 I i' I l / ~ 1~~ 4 1 1~\ 1 1 ' ~ 't I ~ ,Y I~ l l I f ~ 1 ~ I I ~ i l I / / / ~ ~ A A t v ~ i r ~ i a ~ i ~ ( I I ~ I i l 1 / i~ I 1 ~ ~ ~ v~ v~ I ~ v ~ t 1 1 v I ~ / I I ~~/'118 / t ~ A N~ ~ ~I~- 1, ~ ~ 1 1 V A ~ I k ~ i / i r ~ ~i~: - ~ - ~ r~ ~ , i ~ ~ ~'t ~ ~ r ~ ~ 1 f i i v / r ~ v v v ~ y I i l,r J v v 1 ~ v 1 I I ~ / l 1~ 1 ~ / ! , v ~ / ~ g f / / ~ t i ~ ~ f~ I- f f I l A f f ~ ~ ~ V \ / ~v icy I A Ii/ l~ f ~ ~v v\ ~ ~ E ~ ~ / /l ~ l I ~ ~ ~ ~ ~ 'I~~ ~ \ Wetland $OUnd r / v ~ ~ ~ ~ , / / / ~ ~ ~ ~ / ~ ~ v ~ ~ / ~ / / i ~ k ~ _ m 1 _ - ~ ~ ~V4 ~ rti,,,~ 7~ ~ ~ \ l °Y' \ ~ 1 / V l V / / i' ~ }1 V ~ A V A v A ~ / 1, 1 1,_y.r ~ v 1 ~ ~ v ~ v l 1 , i ! V A \ V A ~ 1 ~ f (1 A ~ 1 ~ A ~ \ J 4 ~ l I l / l// i r r w' / I I ~ ~ ~ ~ r / r l / ~ I % r ~ ~ A i ~ 1 / ~ _ , r r/ r r/ l r { ~ A / < < ~ r T ~ ' r ~ r r i , r ~ - ~ ~i ~ h^- i ~I V` ~ ~ I I I ~ V I ~ ,i \ / , V ~ 1 A `V~ I / 1 I i / ~ f I ~ 1 1 / ~ ~ ~ 1 / ~ l / / ~ / ~ J ~ r / i~~ ~ 1 Ir l ~ l /.r 1 I \ ~ ' ~I l I 1 ~ ~ I ~ ~ / I \ ~ v 1 ~ I a--f- , / ~ t ~ ~ 1 ~ ~ / i ~ / / / ~ / l l ~ ~ ~'j ~ .f / / / I ~ I V l~ ! ~ ~/i ~ 1 ~ ~ l 1 I f I 1 / i N i i ii ~ f , A _ / l i l/ l/ i l i F~~`b ~ ~ ~i r r~ r i ~~4~i ~ / ~t ` i - p!r¦¦Y i~~ ~ ~ CC r r ~ ®m0~1~~9~ 1 l ~ 1~~ri. ~ I A 1 Q --11~ ~ ~ l 1 ~ f ~ _ ~ 1 I ~ 1 1/ ~ I I// / f/ i i i / I I i ~ ~ i i / / 1 / 1 1 ~ ( i i / 1. I ~ ~ i. 1 ! ~ ~ ~ / / / ~ / / M v ~ ~ A ~ ~ 1 ~ ~ 1 f l / f ~ ! / / i l / i i I / f / / / i f w l ~ ~ ~ A X h ~ / / ! ! i~ i i / r rr ~ ~ r r ~ r~ ~ i i err ~ ~~,r r ~691,~,~~~'8 4~ ® t ~ ~ i r ' i ~ ~i~ie. ~ i i / l / l r r r ~ ! 1 ~ ~ I l ~ W ~ / ~ 'I 1 ~ ~ ~ ~~f~ / / t ~ ~ J I ~ I 1 ~ I I ~ ' ~ f / ~ ~ ~ ( ! ~ i / / i ~ ~ ~ f ~ f l / / / ~ ~ v ~ ~ _ i~ / / I v ] 1 1 f / I ti v - ~ ~ 1 i ~ f t ~ V v ~ / / ~ , t ~ ~ ~ ~ 7 ~ i/ ~ / / ~ f I I f t ~ f 1 l ~ I I f f 1 i`~ _l~ ~ l / ' / / i r r r ~ r ~ I l ~ ~ r r r ~ ` ~ r ~ r ~ 1 ~ } ~7-~ l l l l 1 / I f a~ ~ ~ ~ ~ ~'~jg~ ~ ~x ~ ~ / l I I l ~ ~ t f f ~ I A 1 I / ( Q I / - ~ / / /l l J l/ i A? ~ i / i l i ~ 1 ( 1 I ~ / i ~ ~ i J / i~ i~ ~ f I i/ r ~ i ~ ~ r ~ ~ r` ~ y r~ ®0 °y~ ~ ~ r ~ ~ i~ / 1f %l /l l f ~ 1 I °v ~ ~ v ~ ~ ~ / v i i i ,i / i I / J 1 ~ ~ I I { ~ ~ ~ ~ ~ / ~ I i ~/f / ~ / / l f / / I f ~f~ ~ bti / ~ ~ ~ ~ v ~_~20.~ i~.ii ~ ~ / ~ f Existl I I ~ } ~ A I / ~ ~ / I ~ iii i / / / ~r ~ ~ ~ r ~ t i r r i ~ i r r p , ~ di& ~ I ? ~ ~ ~ . ~ VtA1 6 1-aUl ~ 'yam Vi f 1 l ~ ~ i ~ ~ i / l r t ~ r r ~ i r i i~ r ~ > > ~ i r rrr ~ r ~ t ~ ~~V i ~ ~ ~ 1 elf T / l 1~ l J i / / / z~9~ ~ ~ ~ - - ~ i / l ~ ~ ~ J ~ I ~ ~ t ~ 1 . ~ ~ f t / / / f ~ f / / / ~ - / ~ / / I ~ ~ I i l ~ l v i 1 I 1~ i / / r r~` rr _ ~ / / / i J / / l l / ~ _ 3v_ - _ `"1~fr ~ ! / ~ i/ I I ~ ~ I i t~ ~ f 1 ;Y ~ ~ 1 ~ 1 _ - l t A ~ / / ! I I ~ / i 1, / l / l / / / ~ - ~ ~ / t ~ I / i 1. I / > ~ ? 1 ~ 1 ~ / raw/ / / 1 / / / _ _ ! I ~ / / y' I ~ i' i ~ / _ / 1 f /l / / / ~ ~ _ - , ~ _ I ~ / i „-'7 / / is ~ ~ ~ f ~ ~l ! / / / ~,4~ l ~ I ~ ~ / i I ~ 5 f ~ 1 1 1 /I r i i~ i~ ~ ~ r' ~ ® ~ / / I / / - - / 'i / 'I ~ ( i / i / / i / ~ - ~ ~ ~ l l f~ f ! ~ ! _ r / / i /i// / / / / / -4 - ~ ~--438` _ i~ / ~ i ~ l/ I t ~ ~ / ~ r~' ~ ` ~ , i ~ r r ,r ~ , ~ ~ ~ i r 1, i i ~ i i / 2~ I / / / .--434-~ __-433-_-~ ~2 i / ~ v ~ / l I t , / ~ i / ~ ~ / / - ~ ~ ~ / I i I ~ / / ~ / ~ ~ ~ / / \ N ~l r r ~ ~ i i i i / / i i/ / , j~ - , - - __~-435' ,i V - / / ~ / / l %i' it , , / l / I f I / \ / .i / / j l ~,r ~ ~ it I ~ i 4 _ ~~I ~ 1 / 1 ~ ~1 r ~ ~ ~.I 1 ~ ~ ~ i Q i i~ / , ~ ~ / / / ~ 6 , d.38- ~ ~ r ~ .r l l i 1 ~ ~ r r ~ ~ a65,~ ~ % i ~ i ~ ~A~~ i. A. FZ.. _~ir i ~ ~ \ ~ r r / ~G' ~ l ~ 0 v A ~ ~ ~ / ~ i i i i r / i~ 1 ii ~ i~~ ~ r r~ ' ~ i V Q r ~ r '~j r ~ %r r ~ ~ Z _ P 5 / i i i _ _ r r ~ ~ ~ ~ iii ~ ~ ~ ~ r ~ ~J~~~ Irv i ~ ~ I ~ ~ i ~ / / l / ~ - ~ / ~<i / / / ~ / / l l i i fir/ ~ ;i i ~ ~ ~~0 r ~ ~1 ~ ~ / / / ~ ~ ~ / i i i i / ~ ~ ~ / ~ ~ /~,i rj S~/' ~ ~ I'- /r ~ $6 ' r ~ ~ ~ r G ; ~ ~ ~ ~ ~ r~ ~ r ~ r fl v --446 - -i ~ / / . l v ~ ~ ~ / ~ / 1 r' f' ~ I ~ J' ~ ' .iA' / / ~ ~I f ~ w-. ~ ~i~ i l ~ , ~ , ~s r l r ~ ~ 1 / 1 L.. { i i i ~ ( /1 'iii. i ~ ~ ~ , r Q ~ ~ _ - ~ -iii ~ ~ r ~ W i ,k i i ~ ~ ~ ® / ~ ~ ~~R~ f_--- i~ / / i 1~~~ , , , , f % ii n ~ o , ~ i ~ ~ i + f i / r = 1 ~ f / ® ~ / / iii/ ~ / 56" ~ / i / ~ 1 r - I 1 , ' W ~ / ~ / ~ i /i / /i / ~ ~ f~`t / l l i ~I ~ ~ ® f ~ ~ I f i i l l ~i / ~ 1 i ~ ~ l ~ ~ i,, - l i ` ~ ~4E6 ~ ~ 1, O i f l ~ i~ ~ f ~ f i ~ ~ ® n, f z l / l r ~0 I , I l ~ g ~ / f ~ \ ~ - f f/ i / d ~l Pro ert Llne ~ it r i ~ ~ ~ ' ' ~ . - - - - - - Right of Way ~ , ~ r , ~ ~~ee®/~®~~~r ~~,~J ~ ~ j _ Existin Easement / , i~ , ~ i ' • ®®®®®®®®~q®®® e , 0 z 9 , - - - - - - - New Easement ' / % ~ ' f ' ~ ~ o~ ~ • , Q -----485------ EX. GOntoUr l if f~ ~ s ~ f1~ ~ / ° ~ / 0 1 f ~ l f ~ i IPF Iron Pln Found , f ~ ~ ®t ~ ~ ,ii ~ Existi Utili Pole ~ ' r ~ ~ ,r' ~ ng ~ i r ~ v ~ f i 485 New Contour ~ , ~ . ~ r/ , z DA #5-DRAINA~F aR~q #5 / - Road w/Garb v, ~ t o~ ia~ ratr a ~t ~ ~ , Pro osed Storm Drai e - P ~ a p~ +o~ ~ Homes: 26,og0 5F ~ mo Z Drives/Walkways: 13,138 5F n anw ~a , ~ Proposed Stormdrain Inlet o i' _ Exlsti ~ --_ay~' + / ~ / 13.025 5F ~ ~ • ~ ~ w Storm Drayage ~ ~ ~ / ® Storm ain Manhole • ~ ~ ~ ~ w Total m ervfous: ~ ' ~ p 52,253 5F a ~ Exlstin Curb Inlet/Yard Inlet - / Total Area: Z 421 ll2 5P ' d ~ 36 ~ rl~ ~ U y Existing Sanitar Sewer Mar~ole ; Existl 5anita Sewer Line ~ _ • ~ - - - i ¢SC ~ 'Q~~' `l r ~ Z Percent Impervious: 12.4 s ,y N ~ ~ sa,yyyppyy~es W n9 ~ ~s~ , , - - -o New Sanitary Sewer Service ~ t \ ~ / i Existing Water Llne ~ ~ , ss,> pr ~ C. f WL New Waterline ' ` ~ - ~'°tseaeerao+• _ Existln F~^e drant ,~55 ~ - nnu g ~ i , ~ ~ ~ (n ~ ~ ~ ~ ~ ~ n Drainage Area Boundc~y _ ~ ~ . ~ Rss- - ~'_,t i ~ i~~ J < ~ ' 14" Q _ _ ® Matchllne \ ti ~ ~ W Neal Synit~..~rir~ineerinq, i~c, d. O /39 Pinahurst Avenue -Suite C SaurHern Ih'nes, ;VC 2h38' [L, Pknne: (911i) 69.i-N825 Fua: (9l0/ 695.,YR92 I,y,J romv.nxeugineering.eou~ I"' ,n~Io)I rIJ[l(())h uil 1tul(O u ) n j'r,)~ w~ _z McNeill Township, Moore .;ounty Southern Plne5, North Gorolina Q DD pa0nags QPsa 5 ~I~ir psPw0 0aa savacs knbomwy August 18, 200q OB# O<; 24501 r) 5cole: 1"= 50' Drawn Ey : BGW (n Sheet G5 of q = 1- ~ J Mr°~N° ro J ~r Q m W NOTES: ~ p~gNTgr ~ r0N Thin map is not in accordance with GS 4?-30, as amended. Z Area by coordir~lte method. d p~Tf~ ~ Layout provided by Ghc~les D. Heiser, '1811 Villanow Drive, SanFord, NG 27332 ~s I' contour Intervals based on FNMA bare earth elevation data NAVD 88 Datum. 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Gontour ' E i i ~ % IPF • Iron Pfn f=ound ' + , , ~ ~ m it ~ i DA #5-DRAINAGE AREA #5 as 4eB 444e 4 dp Exists Utlll Pole ' ' ~ . ~ _ ~ ~ 9 ~ ~ i ® ~ , ~ i ' " A~ Z Homes: 26,Og0 51' o° •m' ~ ° ~ b~~ ~ X85 New Gontour , ' ® ~ ~ ~'G' Drives/Walkways: 13,138 5F 4~ ~ Road w/Garb ® ~ ~ ~ ~ ~ \ ~ ~ ~ ~ L- y~~so / i ~ Proposed Storm Drainage ~ Roadway: 13.025` ~ w ~ Z_ ~ - 9~'~ 1 Proposed Stormdraln Inlet ~ ~ Total Impervious: 52,253 5F ~ a G' ° ~ - / ~ t / Existin Storm Drainage _ ; , ~sy ! Total Area: 421,172 5F e ®®°FR, ,t'~'~ ~ ® Storm ain Manhole _ - ~ Exist( Garb inlet/Yard inlet _ , Percent Impervious: 12.495 A~~s~~~"°°•°.::~°`~~'~~ _ Asa , / , ~ Existing Sanitary Sewer Manhole ~ - ~ g~` F-- ~ss~, 6clstl Sanita Sewer Line ~ ~ e8~Ae44444@9d^a _ -6 New Sanitary Sewer Service , ~ ~s,> ~ , 6cistfng Water L~1e _ _ _ _ _ , ~ WI- New Waterl~e ~ i.A~~ ' - J ~ ~ 6cisting Fie Hydrant ~ ~ ~~i~ ~ k ~ z nnuu¦®®®®1 Drainage Area Baxley U , , ~ ki s ~ " r~, ~ ~ ~ ~ Matchline ..4 IL,L' W Teal Slnit~. ~hatineeririq, vcc. ~ 139 PineOur~~i Amnuu -.Suite ( ~ Snu4hern Prues, ,N(" 2838? d. P)wne: (910 695-X82.1 ~ Fua: (910) 695-8k72 wrmv.nsengureerinfi cone ~ ~{y ~ (n ~If'~/C~~~lfl t!ppCS,~~I~~II~~~~~'J~(! I!~(hl ylr(i~/.it~((J1~ r. I:: i~-<_7 ~~IJII[~ln ~',~f lllyJ l~c'? N~~II~ Ilr~~1~!~~ ~l(~ O'f"'h~~i)}f 1v/ z . } McNelll Township Moore County Southern Pines, North Gcrolina < August 18, 200q JOB# Oc 24501 n Dpaonage Area 5 Oar parreoo~~ ~UAaCS hdaWorry Drawn E y : BGW Sheet G5 of q = H 5cole: 1"= 50, J , J ® U~ i MIDLAND ~ ' ~ ~ ~ ~ Ij I - ~ Z • ii 1 ~ - Q m , ~ NOTES: p~qN ~ - mended. ~ ~ ~ ~ rArroN Th(s m Is not In accordance with GS 4130, as a Area by coordinate method, ord ~ 21332 a~®,; , ~ ` \ 4 North ~ t ovided Charles D. Heiser, 1811 Vilianow Drive, SanF , ti'~~. ~ ~ , ~ Per Piat ~ ~ r ~ ~ tion data NAVD 88 Datum. ~ I' contour intervals based on FEMA bare earth slave , ~s i rs ' ~ ~ll ~ ~a ~ ~ _ ,"t~-~~----~, ~ ~o z 1 ~ ~ 1 , V Vicinlt M (Not to Scale) 7` t 1 r ~ 1 ~ Y ° ~ i~ ~ - _ ~ ~ ~ ~ I ~_/1 JJ~~ `t~ ~ ~ 1~ i • ~ 1 ~ I, ~~r`~~ 'F z e en ~ t J ~ 'V ~ ~r / / Q Property Llne - - - - Right of Way % ~ ~ e ' ~ ~ ~i ~ ~ ~ ~ ~ ~ ~ 0 ~ ~ i ~ f' ~ fir,+~- _ ~ i ~ - - - Exlsting Easement \ i ~ n - - - - - - - New Easement -----~8~------ Ex. 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THIS DRAWING IS VOID WITHOUT ORIGINAL SIGNATURE A~ JATURE AND SEAL. E F 4 ~ e e` r.. ~o~ o~ 3 3 Q ® ~ i i a3w-Trd II I ~ I ~m ~ i ® ~ ~ j I I ~W( rr 2 ® ~ I t,J ~ Ii ~ W ~ 0, y o` ® U1 c~" ~ ~ \v fl j 2 ® ~ I i ~ ~ ~ ~ j ® ~ I ~ ~ u ~ ~ r ~ d~1z~'W ~ o ~t7°~ ~ o~ o ~ - - o • ~ o rr fl flN~NgNNN N f N ~ - e+ er er cr er v* '6 ct - e* 3 -g, o rn ~ s ~ N o s j s mtD~ ~ ~W - -7 63 NN6~~ ~ 3 3 co ~ ~ - ~ ~ rt w ~ ~ ~ 3 ~ W Q r ~ ~ ~d 0 ~ c~ W-ytOtD --~i 3 rr -Q ~ - ~ ~ r - m N - - s ~ D ~3~- g tD W s ® '*LLp' 0 tD 3~pN 0_. ~ a~ i 9 ~s N~~g ~0 ~ fl. ~Q d I ~ pW N 3z ~ ~ 00 ~ m ~ ~ ~ J oo J ~ ~ _ m _ N N S ~ ~ ~ _ ° 9 fl 3 g - N % o w ~ ~ - ~0 (0 0 g Z N p ~ o - p, c 3 4 (9 w D W Q S~' a . fl. N ~ ~ ~ A ~ o ~ ~ ~ <<a ~~U v~ NNO~~ ~N (JI N •P fP J ~ ~ ~ ~ ~w cN , r • A v y ~ ~'i3 ~v A iA \ 'r ~ ,'\,~ur ~ ~ i i ~ a , Al v ~1 ' i~ A / / ~i ~ ~ 1 / ~ v r.~~ i - ~ ~ X' / . 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SIGNATURE AND SEAL. A SMITH ENGINEERING, INC., AND MAY NQT BE REPRODU ED THIS DRAWING IS THE PRQPERTY QF NE L 5 r,ti ~ n s 3 a ~~r 9 1~ , I I , I I i ~ z a3V4lVd n ~ ® K , ® ~ I ~ ~ z) ~ ~ ® ~ ( ~ l!, ~ ~ f ~ ~ n~, - r ,a- ~ ' ~ III << rn ~ ~ ~ i s 1 w ~ ~ ~ rnz zrnrnrn rn z - z ~ ~ ~ ~ ~xw~tDxxxNx~~ tD~C~~CIO~CA~ , ~ ~ <,~n' D flN~Nf NNN N ~U1~~ ~N 0 ~ 3 - rt ~ ~ _ fl - ~ ~ A I ~ ! 1 ~ iD 1fl ~ ~ ~ 3 7 fl ~ ~ (D 'tl t9 c+ lf1 fl. fl. 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THIS DRAWING IS VOID WITHOUT ORIGINAL SIGNATURE P NATURE AND SEAL.