Loading...
HomeMy WebLinkAboutNCC213825_Site Plan or Location Map_20210630xxxxxxxxxxxx aoc.n�wt��o zz�dddr����mii G�G�id~]yy0y��i7v1C oo�rrroz�rz� �ozr�r�r�orr � �dozzzzzz m O�� y CZ � N m � y y �O �Z y � y t--j uj Oc 11 NC GRID NAD83 (2011) N � � CD W Gn � W W Q N Q O c' O -pt U1 O v M U' 00 ° � II . CAI , N cD O C Q 00 CA D 0000 � � J LO N Q M «L5—�Z�—off N > Q �6l'S9Z cn cn ° L40 W CD o ° c2 o Z cn00 cn 00 J Cn cD c C O cn c90 O J W 0 1', 0 M V V II II MD W ai N O CP Cb 90 S W N D n � o o 00cn � � W V CO II V � o iv 910 Q II `� II 0 7- w � � 43 Agp'oro Aer°SS�b/e/�qt °°ot o%teat O"/re t/O� p n D �7 O � � D > v °r o,- g2 Fryer°f r-� � D X II f l O m I�1 -0 K ��d fj °�zaed ° jR o D oo W p CD > wo O O II to per/ 4�ch m N� W z o o(�o�0 II° .Y -0 � J I z o46 - � o C) rn ���n K = D -O co � G-) p D n O z O � 0 cn g D a? D Orm r z r NJD x< C ..� ..� — ;a m�� m m ,, c 0 0 O o Ui r O p z � � O o� ' O � � O 0 0 0� Z n> M �°D D O m 0 O z < Z Z c -0 U) rn � � -U CD m (D CZZ� K Gn rn O D m max- rn� z mm0rz z m Q W n W k� m (D r r - p r m Q0-)� p �m m CA —�W c m� � = O O O r O W < I K z z w C/) < _ m CP c) � rn m 0 O m o _ p W D O C-) m m O Cl) ;;u r D _ � CAI NO O TI U) C C-Z7 rj C � O I �m o m C) f � r p 0 D m co a � 0 N 0 z z O O z c m Z m 0 N N N N —0 w-40(n�C,+N�0 CT W N O P OD -I 9) Cn � W N = p' m ca M OO �cmj,�m�cn�0�00 0 m r�n��FN<oD m DJ D Oz DMrrrv*IODN� _� OG�D�y�zCZDr�rDDZv��Do�S�=AZZ.)Dm00vvo�Dr N nmvcpi��cpi� mmr m m� �o>mo c� v zD Z O �min��D�z DADv mmmowM-M-0xOOMMxllmvwm0o0w om D�mD�mO O CDvcnv� �-m- v ter.. v �MD > D cnOo'�-<mrDmom�S�mmONOawM>M*>M>O-rM>poM-<DIIw M Kc-� C�v Ro:gzoZrv�D �v \amcaiZ. �vtnmm C)O-0>mOoQ==-0Oc�cOm )rzw M—n C.)MmC (Ov mz --I M ImMK �m� c—��� Ovmcn II�NNCcnKCrn�D m0..� �Du):9u)x Zr'� N-0NzcmOw2 r-iaM<m�Mz=Ocmi�rM+,M��z N Wn�00NOmr mzIn SomDmDm*0AzO0AcCi)-ZP mvmyD r.0 rn oN O— o cn.. C �=m.. u,mDN Zm��D2���DCcn-O-nnv ��=OZ.go-000 =o�c c)r,i� a M>cmcnO 30c=vmnm� c���-�C) m pOO�zX�d Mc MMND m!�z�Or��mNPCC-ZNO��ON��ODN DDc)OD(n w yll Zo- DZ OmmZKDrN*r000wDrm-n vIOFDZo0zd)MD�c)-vNrOAND-Ocpr mD vco=- D" -40•• O W D O s r c��SvcnND�W DMm�Dm mN-n memo CD p C/) mO�mOrII C�D��mnDN `S- On�c,rII \� Mr�0 rA* oo � m mr"=1 o > 0 I+m� ���m� C)m0 m Zccn< O�mo2Winr-Do>pzllczi)�"�D�z c�O�c�r- >w H m�0_ RD MNov M�LTI �4 OZ� OM-0P��DZ>0Z>C -,M �DrZ�nW�C OD—mom>NnnzDN00 o—"-OAom-0 mp-1NM mmz�oz�-yOZCNwmmmO>�NZ6m 0'N NK O N�ZmmVxcmF xz Di) z v�� O..v� O= M_ ocDDcn II r*itDoz-- o N ; aq �� II - 0� N (n co Kcn rnm� Z� N 7C-. Am(Jlcm�0-45 0 � D, W00 cnCD �ZN DM N-0*ONm�C�1N o S Xc� mX m O 0M >m 0nvm�xD 0 � rFn N\� Z � D W �OMM �v��o N �r4 2D S N �cn n0AvmOc)��tmi) .. 0� \x r i N DD.�yO-mZDC.. rn -0r n II 0 5M oCCa ONZ.00DD N KO � 0 o m' 0bD v II A Z r- > 0 C/) * zx OD II m 0p m y C W 0 c o z CA cN0 W (A N p W . W D O m y 2 ) i M v nW Dc . z m z�r�M moo>m aN Z rnvrnD�ZZ v0 5�>wr-vn�Z�NOnZFmzmmrpMMOO> �o 0 4 0�X0XZmrn �m-n mmZmzz nmc�mzDnN c���nmzcn�r�* r�* (��NVN mZm��ry* Ory* <m� rn� <Dv--0r z�m�m0 Op�m�oc) 0 L-J0O vv�Dn��n�v�nN�m�mmcv�zzDDv ��Z ���� �D �r- - c00MUDM ummOcc)=A�=6m�cn-0nv4ODOZ- O�DNyDKz0=occnm� FNOMmC rnnNZnzrrmrZnmOn�n�vvrOz* mDr5om2DNr�* Z�I,Csyc)Z z-nv�X�m�ZzNM.r .Zmm-ZD�O mmNDr•ccnn•coF 0Om�LNMMpNW�°'rczn(n 0 zOZ v �OmvvmN MOZ rmmz 0M DMmDDc�/ �� rncnz0�r.�' c)nm mC) zrDDZ�Z mZ Zamv.. my NgcM \On I ZZo (m CDxr- O m N Orl �z vM ZNmmvm= �..Nmom 04 AG�N=n�OD mrr�ND�mcp<FN Dy�D z-0F5F0mcnyCmCrn� (j V�Dm WOO — > rr m �n0—Zcn n_ ITI-lcn�CA mc)I -qWO M�m0 c)zz Vl 0Dm �� v���— mz Ocn �O�m Z0 ZP OZmm-FDr--o Kamomnm OD Mao \m �� -0m_ �< vAoq 0ZZ�zm<FZ> DMZww-0 2E zZ -0rm -0 >>> Zc�i mZ �muz ODv ymC)m��xM z��� pDO��Zrrnvcnn� �Zm�p vz ��c��O� oO 2 MN�=zoOZmz NADm� vD O 0rZ O�0- Nzmzcn' M D UH omdRa = m MO• Amc 0cmzm En OMN���� cn C �m O Dz D r�7 rDC 0 a - CAMO m�m0 < O N 2smzCZcn mm, N(A rmv 0ca ao= vpr'O�ORI, 0 46 z Z<0OD� mmr c\-n a0 mmc_a 0 r.Z NmM o Gov MF> ADD Z� 5 =r it Fri DNOv'i�o M 00 g Dcg� m czx C)m vN z�0 cncn Zmm m� o o F OM 0 y mZN =D cncn vC�zmz N= ry* m5 m .n n M O rOox Zw m DmN Cx)(1) rD—A-0-40 NF zM-o� I N� n K O OrD N 00O m rF Nv�ND� Om m�O�m = r DM-F N Ko-0 v� Dann MW��m Nm �DrjmC mm m 0zD Z Dm zMzr,z rn� zO�> 0 �O A N Z O Z �v Z' 0-4 D Z zv o m �o 55 D z*v -n Fri Ow xm zys�m cpi� vo� 0 o p my rno F arm M C� z�4D zn �mr'iNv O c cnM -n O ��c) zm �O MzmNa a crniN-nr-* z O mg O m00 0 N0 C)0<D(� via �OOZ� - o zZ K m pzz �m A mm ZD m 0 -0 -0N D 0 �mz rn� rlz � a vz OD Kv m r p C0r M my �• fir, �r mD. 2 X N 6gz M Z� DZDD� M O = O� 0 r�+vz0� n z z 05� z > 'n rn i— ITl Ono c0 Fl-1 z o �c � � D� n� o m� m �0ozozzz -u <c -u co mm�cn�0> Oc m m < o -i z � m = m � < Z O ;u N r C 0 M 0- Z: z m m u O m � 00 14 rn o Z D mmZ-0vDMg>cMDN <rnAI —U)n R. N ��CO (D CD �rzZ-rC=Z�crnm>r, �mr 4>�Dr vcOZzzzm�=D-<p rD ODcmm ')5dZZr-'mw50z>vm j 0 5' � O --1 0�0m-nN�Mom �,CD Z cmccMCDr0OOOO-0�z 0 DDZJjo Dim uz,mDO < C) -� I -M. zZa Wm�OD 0. p ( m MOmM�04z—z—O -0> � '+ mZMC.- G�v�Dr-Zm no x�c"�zcnD0-nmrnF Z -v=FZo O c�� r+. 13 �nmm�NNo��<00 O D c)=jm>Oc ZOr='7�0m O --I G)ZOmDC=] =J�m0�M 0 vi C)DmNzmZcn OZZ-0vNm 3 xcn�:3> MMZ<MW-<Zv M Zc > cD�O�mWD�v r° vzi n0m�r�rnzmvcF-<0 m OO?rn°°v0Nzzpmm Z��OmOz�om-600 0 'i,co-cn5d�Zm .-zi < M<--1 M 000mvmzm< Z9CDwAoO�- Mow-O m ��mmo0�K -nzDKz =�=�--W0� z>vvm m - a zR'NMOvKm�vmmvMD*nOmr Cm- Aco z4)>O -a OMz p - M m c z� D� N r N p Dmm=jzn�r mrnmm r+ OMvrnczzo mzMO'rnz- T Z W>Z� R, 0m z < O A r m Z N m g O O �Mp0 0 v o p i I Soo z z • 0 SA m � 0 0 0 0zz z - - C c m mmL <<A cKOA mmo z R z 0 0 az z m m w 0 7w CA 0 F 3 2 ri I co � m o m w� i z DD DOWNS WAREHOUSE OWNER: PAUL PHILLIP SHU, P.E. &ASSOCIATES -0m N; DOWNS CONTRUCTION CO. C" v �� "' m LOT 11, WELBORN FARM RD CONTACT: TONY DOWNS CONSULTING ENGINEERS N c 238 CEDAR LODGE RD P.O. BOX 459 N (D C,4 cn THOMASVILLE, NORTH CAROLINA THOMASVILLE, NC 27360 COLFAX, NC 27235 o O PHONE: (336) 472-2378 336-456-3798 EMAIL shuengineers®att.net SITE PLAN -no ov -n v m in p a) C�11 W N z 4 cn v�0 70vo D cn cn y rn 401, > o f✓ a rn 000 000oo a)(71 -L � N N � CT O O O O O 0 D CD 0 0 o j o 0 D 00 V a O W (O a1 O a1 W j rn (A 0 0 0 0 0 m 0 D 000 00o r 0101 o I (A o O C o � O z -- r 0 0 o w o N O 0 4 a) (4 � al a)`•'' fn (D O N O -I -n p (D 0 0 0 y, rt tow0 � jG10N rt 0 (D O O -1 -I O A cn j �, rt1 C N O r (Do (D ice" r rn ca (i1 (i1 (il (i1 (il (il o 0• CCDcn z rn m cn cn 000 000� D 0 0 0 0 0 0 WWw Www /\ rt CD m j rt O N W O C011 M C N O O O 0 0 00 O CT CT U1 (A U1 U1 CD O 0 O O O O 0 O 0 O 0- O O O O O O O C� CD N j N O o N CD 401, (fl O (fl -I -4 Q cn v o CD � N m to O O P O O o- M (A (A t11 (A cn Cn ;EE pv CD �N Oo (A (n (A (n (n -- V 00 00 00 00 00 -n < t= cD —o WWw W w w � 0 W V -I V -I -4 N N W W W W W T C) OO L T z Vo o M im m m 10 D m m = M 0 m 70 u m T o Ono ce c- Z z I o o �� O m D O 0O O O o Z u c)m Z < -0 c -uc (DMK OD m m <� m m m O m z a�z�cm= m Z ���.�� Z om m co m m m 0 �Z m Z m u cn mm m 6 -99Z M «L9—,Z2—o2 N > � D O I I 1# 1HS -1I V13 HolIQ ; oubomv p�C bcq ❑IU it _w •-~I D Z b �1 nn mono 00 <X ZZz 11 1(ft z <64 CA 4 EnX nco,Co .qN ~0$ :4 -n 11 D (07 R N b y D z v IV/-\LJV.J `LV I I ) %94'i7 d5s•Si d"1 Sol yCDav a 30vi8nS 1ibHdsv N bv�►C4++ o �Do 0 HZ� ch ZX.6-s ds R 31 c0 n g 5' SIDEWALK P/H rWn � V I C � F—� d_ d N -7� C1 (.0 CD o m 9 -0N< E5 0 C3 Z r� I I 4 A `="" i z� -n I \x' �� m ��aco y _O ` C3 �� It X< ❑ ❑ as -& rZ <c o Tl V c� rm Co ~0) ~< 1 CDCD ❑dOO VA �T ❑jn ON V`J �vcnZ,nr- -C OD %0 b \ n�L1J o n A a W Z (40% <X ❑Z❑= z�r ❑p �� I lip z<Co � VXv O ;7" C c� 0 CA A 10 � Z ;7 �� 00 ❑ 11 O V %D H ! CIO 5' SIDEWALK v < � 0 7 Noo ti z N 52.5(y 0 !� / n �� 0 2 n ; n M � C H � z c� a 0 rycj o C3 Q yo '0 3 ^<' M by M r n , it mt w ' V t ov X c� - �t1 X XD;T C A 60 CA n ; I� o vo J ~ AD it Am b o tua w � 30 o0 alb '~� to <z? ru Lq Ia. TI 5' SIDEWALK DTI 01 . SS z b❑� co !"' A��<_� �° Z X0S'08 dOd.Si dl to �Nd 0 a b + DAD �y~o ��b� uKz 1a(,xop o o CD Q'DDo co kO O Nqtv -1D0 R as O D Nco Ui ~ � N O � 1,1 tv Z b <b 010 z CD go p m m O -;oo o 00 �a 1N� asd N N I o M 03 m O< V) c) `,Q m > II + D O m r1 V I (D o D _ m z m r la�.p 0) co w/ 10, o- ox0a M _ D = II W rj II (D W � 0000 00 00 N 0� 0) � Za Q,la-'jg ` (/ RD �% ce (9 ar i r"J � XX T z vRD a II II 3 �-00b ,v N4a00 -fb 0-) b O.%D�QD i0 O III n d 01 � n a< � N 7 4� 2 n1 v ti a10 z � r mm iO D C-4 II 0 (.b U1 -9 T "/ II 00+ �Dcjr1l w 00 00 (,J 00 00 �D NCD �n v / IN (� N \O V v 0 ti 0) 10 20, SqN SE DER 1I STA 1+65 N 85 91,32 -4 a NV TOP RCP STM=8 4.04 8'SS=902,0 ��• CLEARANCR TOP 8 n2 ti BTM S 15'STM_2,0' & 1b � 0) 0) D II � o 00 N O (.0cnfo ^ u cn N Z7 "D (./) m 0 0 0 J cn cn 0 O� C) (-n z (fi�NN0 P �A co�co co 3 D 0, co P p LA c) N c9 w -� N u CA (-O CA o I co Cs► C Q° N V ccl q O m w� a DOWNS WAREHOUSE OWNER: PAUL PHILLIP SHU, P.E. & ASSOCIATES m DOWNS CONTRUCTION CO. IlV � �' -0o �� � m LOT 11, WELBORN FARM RD CONTACT: TONY DOWNS CONSULTING ENGINEERS I N � 238 CEDAR LODGE RD P.O. BOX 459 Cisl o N THOMASVILLE, NORTH CAROLINA THOMASVILLE, NC 27360 COLFAX, NC 27235 C) o PHONE: (336) 472-2378 336-456-3798 EMAIL shuengineers®att.net i UTILITIES PLAN ox0a m _ NC GRID II D = w � NAD83 (2011) II � w co N mo I 0�o cp c- Z 0� 0)Z o O m D m OO OO -o o Z -0 < _uc �7 x � x jZp c co DmKo> m m =mm orn Cb < z� cm �° V � r+l cl m a OD r r o m < X,n O c CC7 X 'r'1 Z a r00 m m N > SJjWI-1 NOI1 n \ � � m O a moo. 2 •v r v� co b m m N�a1 0 r- m = y d p��o�abo CT1 m D l o o -� //� �O �a-Cia'R°o 0 o0 6 to "� aru � I m� e w D m Z y� %9b'i� 321.Si 3� £OT g o Z# 1 S -JId13Q 3S %0'Z'� C �A,- 30bians lie N z# H� a �%0 C4 C se � � 01 p CD � Fi z m ch rn ocil �, o�wA 2 -� la rho Lv g \0 'D DOH �t• 3 cA NC? �► p - 5' SIDEW �/N oZ� c' Z N 70 N P D 11 � Ao �o d►�tl 3 �� n � �17J0►. I p o by❑N ,9 `l 0 b fq ❑ N .4 � � � `—" 2 Z � r ro � = � L� fA � _ II-la<b-n . ,0 a' C)tOD8 0"1 �n I V1 2 • r <X zZZ- u► b o o° N 11 2 < b 1a C O 00 11 C3 0t \ / Dn O n ;Cy7 � X to�Lj V K TI b H p. 2 Cb R) No� a 4 co It c, a 0 CO CO o 0 X �o o • cn !<7 N o N o❑ II 0 rh \ y C.7 - - ` J br7l mbW n, Wy n 1 a o�oo %0 0 cn ro I �p \ !-a �D O y ro F—i : n C �d o F_ � <C n 3w� 10 1p r V� ti v J yyOoN d 90 0� .0) CD 1 I —T� tD :i i.. "O l.J O �U 0 3001�1 /1 n- d tv - ;0 4 < O� -� Zc� b y a b nD ' C) I— 2< W (1 p rZi < c O -p 0 S N S 0 OD ti 0cil v�N Q o z o o EMeNT n �v v 7 ruru it y=zb-i l7 ^ (7 a m ° �O H cn r _ a InU '7o �ozv' ' a.p"O% 9 rn �f 1� 119 z<bo 0% 0 cn Zq X n ao c: -o ppN STEP 9' WALL CD tv n <n �y 9�9 v�i u1 A y0 - � d FR TF 893 TEA SIDE O#898 W tOp cS !� ✓ �� �Ip kiy W ❑ N !0 Z 61 oro lei a v vOD SIDEWALK 0 V ��M Cn p otO 52 y z Lq IN �� �� C'0.5o I=891,32 v 0o c,�a��p y 0%-> 8 CP STM=8 4.04 � oD� `'0 2° =902,0 n �,D o 00 A CR TOP g SIDEWALK n STM=2,0' S & p Imo' • � wiro � �� Z"-+�y � cc ,. Ri►ro %0S'Oe7 d3d.ST dl .9 `° -° a Z b + , IlD o90 I CD O cn vb b� 8 .4 OD �ro 899 .b 0% 9 ,2 0) � 0) 0 y <b tiN CO 0 CD tog 114 v► o 0 9 0 0 �I T1 II o +I -P ®, c> Oo N O O a �Nd 1d Nas �� c0 cn Iv cn (,o N Ul W , cn ru o �� > ti Cn a !U o T ♦ 15 1 1 m O n 1 O I- 1 c O 0 0 c0 FI-1 -1 J z �� . ?;� ,qo S1IWII NOI�.Of1?JISN00071 m r q,.. 0 O � > r w� n 56 � m ; r o° O o Z D o z u< m c m c c) m (D m 0 D m m x m m o r z m < cm= m Z (D Z or m co r r m p 0- Z m m Ul m o x 3 � m m <�� = r m = m>� II + D O V I Ti O � I � D (fl - m r z m co o w� DOWNS WAREHOUSE OWNER: � m z PAUL PHILLIP SHU, P.E. &ASSOCIATES �m Inm DOWNS CONTRUCTION CO. c 0 � m CONSULTING ENGINEERS n IlV �' �w m LOT 11, WELBORN FARM RD CONTACT: TONY DOWNS I N 238 CEDAR LODGE RD P.O. BOX 459 N THOMASVILLE, NORTH CAROLINA THOMASVILLE, NC 27360 COLFAX, NC 27235 o PHONE: (336) 472-2378 336-456-3798 EMAIL shuengineers®att.net GRADING PLAN o i o�� cp c- z z � I 0 Z 0 m g j 'v) �7 A m O c O O O ;7 ;muZm) < -0 Z Z Z n c cm � (Dm K�-no D r Cm m Z < �� Z� O ; rn r r o m o Qz m z m m O m � m < N ;u m = = D D O o � D r z m mgozo r dZdm ammo Z n o d H 0 � � z70o 70 c c� omz C-) tJ 0 bd a TI m70 d�� 3 7C D = m m bdm -i m ~' m �� wzNZ D 90 0� 70 Z o M 70 CM�0 H 0 3 3 1q m l ZDM D r by M DD =z� -qMdZ G-) bd�� �< a m n ti ;u ro Zmm a M p ty a N tj m d D � (� a a ro C� O F- p I ITl I G� o Ono c@ Z z I o -u�m O D �-u n���7�7mm o° o o Z D o Z m < -0 c m C m c Om�cnm0> m m m o r z m m <� z ���.�� o-�z�cm= Z or m mco r r m m m u Q0 N 0 _CD Ui F SILIT FE (AM V a�S O 899 .IR�AMM,.W, IV/-'�VVJ `LV I I J S1IWI-1 NOI1 n8is OO T FEN' LT FENCE U -91 S'91 w Our lIWI-I NOI1Of1?JISNOO 90 30aly 9,91 SILT y' SILT FENCE 11 0) D 0 II o -, op N O O(iR) U1� N X D W m 0 0 O CTI m Z J �ro � ti CTl 0 o� acyl � � o c9 LO pfl� 00 O KN f �00 r---' P,0 0 �nm O 0 co Z rri 0 -T]� m;;a (Z: 0 m C7 z o D-wi2 > (01) / z D r �_��� oX x_��� o� K n -n Zp N _9 -q Z mmmm mono �� >0 cnyyo Naas mmm* j D� N m mmmmm* m Dc �2�Z rn DW Z O co ^ono v Omp . 0 v'�mo O di nv D® 55 M r D® 56 m .� n m � ? m� < 0 �zn0 �Ny j D� C�� D y� _��� w °' DW =m�� .-.W ym� v��o 0.d `QC) mr- o<0m co n� "z oocnS NWx Oc°cnS2 Zox m co 0 o 0 0 Z x II �� N II �� co o 0 �d ao m CO -9� X op\ cn �o;jo m1��m o mN cn. O m m II mop <o N v II .-. �" r co <O 7a W v O > jco �l 0 (.40 po D D A O c� O O O A 0 Cn co p O U) Nv Z� o N U v Z� �, ,, II ,, n II c r mp N y v mJO p D II 2m U) II _ D�ccoo m< o m< -no Z x v NOXx D w a,< O w< rn o II moon iv 46 00 < oom�� v • Nr-vx or m-v gap yr-mvx or m-v (n ..•�vW n11 oop Wo pop w ^ M (Ap ?� D W p co 0II �^ D = IT1 pm' II II w vz Drx0 II 0 oZ � <aN N a? mp D ^< n 0 N<p II c4Ln Cn .-.< 00 r M �p p..� p vn .... ?lC O p 0 C) op j OOy NCB �lr 0L4 II Xm mx m oil 0cn n:. vC m v \ \ D � Z co N Z co m ^ w m oD me 1.0;0 0 cn m m ^ > pD me m v v II .. c v V 'Il v .0� cm m �� mcDj > -U nLn m= L vD vmo O m ,Z O II n� zm mm = p rnp m �D m p d cnv W W co � m o m w� z DD DOWNS WAREHOUSE OWNER: PAUL PHILLIP SHU, P.E. &ASSOCIATES �m N; DOWNS CONTRUCTION CO. c� II cclm m LOT 11, WELBORN FARM RD CONTACT: TON Y DOWNS CONSULTING ENGINEERS 238 CEDAR LODGE RD cp p N N THOMASVILLE, NORTH CAROLINA THOMASVILLE, NC 27360 COLFAX, NC 27235 O o PHONE: (336) 472-2378 336-456-3798 EMAIL shuengineers®att.net i EROISION CONTROL PLAN z O O N 0 > m ip �l. M M u I♦ vv nn __ N 0 D D O 0 � 46 Oo X X cn Ln O O X X 00 O CD J 0 O N N N II II II II II II M II II M < II II D II II Z II II II II II II IIII II II III II II r C) z� ro c JZ td II 4'-0" MIN. M V-6' 1" -6" MAX, FILTER FABRIC Z 3 I�, X D x - X M .Z� . Z x�M 70 M M0� D bd D z: t� r- r M C') D D rn d .-{Hl M n M r z o td 0-j T C -i MMo dZ� Z C� ��� z M -0=£ D M 70 ��� MrM � M TI 1:170M z _ �11M bd �- -9 3 D n X-X �-i �7 D MN o \ 1 1 I w r 70 w w D Z M Z _I�Id M 3� III II TI Z o 70 —I £ bd M 'a n D td 70 f) M M ty n M r 0 00 o T 0 H Vi r3 � z N j v zOn 2 O N v 0 m c° !� p0 M M C7 0 O bD TI r O N [n M m 0 O ^v (II O mm m� < (JI �4 r- Cn O -0O in 0 OX Ln 0 �• n m N V0 z rr ^ ZZ m M HIM 0 zc - 4 m ��� a J1 8Oz 09 to 01U �Ag �� rcrr�1 Qgm o z m > z A �,a zy 8z o� z m213 2E m C9zm zo HER^ - "m? o � om m9 o ��� N m Oo C� m m 00m 502 m m 8 • � z�M > M CC �Z 8 r_� 8 o=bac ��zrr, z 9� m �o Ulm80- 6 � mm Z c- C m N a M O� r'1 a I ; C z z 0 cm- cmn) O D70C m �cNi)Nm K mw N =1 N N C Z mj;v O ��yy -amM1�* cn r- D Z = I �m� r-i* -j MOOD Cn D D ZWO00 Nrn 0N o m D O - N m u) F M ZmM0 Ov znm mM �v mvr-5\m m D O m c J0 �'1rAD m OX-v v M�m> cn mzmN c� = N cn o m z -0 Z 0 cn M -n W>mv o =MNN o*mom m )0 Z N cn =ate o �-� � O z N z MOD to zr�, D I °�°Dv 0 vc c Kz N co m r vK Oy z chi -<M El vo > m cp Mc = -4 cn M Z� cn N >m X m n cZ C°= z v M vZ N m� Z Om N n N N N (D QO Tn f) Co Q V� M M Z cn M A m D w 2 w N m 2> , 7 O � x . Z O Z v cn O n W ;0 O MZ �' Z D m O Z cn p v D N N L) r O �'. Gl < G) O x < N- n r s f� m N c D M o m %o Q° cn m 0 W m cn z C Z m f� C Z0 OCMpmvxi vmCO -0 r) mD -nD 0 0 C Z n v O z 0 0„ A D D :G :G Z f i n m f) D 2 v< Q N rZ,n < N= r- Z M O G1 = cn ) � cn c O O b m rxrl m m n m M G3 r" r N O cn m M c e N m m D C x �' cn v N p m m C W m� m x m��' j O m v' rrrl Z r D n Qp D m v=� C (n D m M D m D C a rrl �° �_ v< Z rZr1 m m Z-n r O z m N N Z n Z m 0 D 2 Z m Z X Z :0 Z C O � Z D ? m D D Z Z Gl cn rr1 TI r Q K z x M z c D C 7 n n f� m C � N O-1 Q Gl m Z go 07 r i Q 0 O m %G C %G p %o %o x 2 Z Z D p m v 0- Z 7G n m cci� n < v N O D go x m z D Gl v� D G' c n 0 Z m 0 z m ML �, m cn D N czi� Z E D r C N m :co Ln ) r cn — e m< 0 Z :G W m r- D r Z N m D )j � C m %G _ m m cn Z D D m- n Z N W O r n T Q Q x m z m m n r Z x Z z c O m N z- i fn N O z m A � O Z x -rn D M m G1 Gl v to 0 m - ? MO Z m p C D m Z r W z Gl C Z N v ) 5 �n Z m go 7G m r- 3t v z n r :0 Z D D p D - i Q n D< p cn go (n m 90 n G1 y r m r*+ n z x C -n z c x 0 0< z O N D go GZ1 W m D� v m 2 ' D N m m m O D D 0 r r r r Q n D= %0o n 0 Z D Q- n O c N x z z D m n N m D-n n = m D N v� (n Z D W Z N W N D C ', n C n z 90 N D ,can M v 0 D O N Z W D �, :° D c Z C D cn p Z D c D -n r- 90� n r n 0 m =" D m G) f� :G rr1 m z Z v -,n m m r C z cn G7 m M z n D v cn m m v Q G) O_ ' cn Or m O Z W m cn v n go n m 0 X D O w n D C G1 C O cn D N r- m QO 7G D %G m -n :o rn N Ip �� X r r m C �n 7G Z r m m � r cn D O- m cD vCp%G m x�, C O n D m N O v x C Q v :o Zc D O D= D C � m ` D < cn W Z 0 W z DLn p D C- Z Q° r � cn C n O %G C r- Z m G7 cn Q D D r - :G D r cn TI n) 03 O D a M y m :° Qo n C r 2 m m I— yM'j Acmwoy= Z Zo i^CEO 1`0 Ell ,e ��� z=yz ,r=��,j �Z� ��=cA 0 ���m n 0og=zz N ;^ P Zoc oZ�O �'Z��m �c�� om �� Z � cd'= ° m 6�^ o 2� 2 n � _�" v ��rm,1�z 018MA zm orq 9=vF NRij �N rq mog m o � �c Zo m0AN s!q ��� oorn -q rn A An A om Ii 8 Wo� �� cZ/�r,rr���rox Z>^X� ��G2D OM 2 ,r1 y z N^ 90NA m2>rq � 0�y�; A �Z, I Cfmr1E� C m $ pZCC �'�yZB� 21-I?I Ate„ 3ocH rz Zn c`�y Z�cr=1y m �m �8 I� 2 N 9 > 2 m Z� zm CmQZro ?m �$ L N 'MA 6^ it z c A g(ADZ NC�-cN �$Om e � 5 �m 0c z 0X5z- 01 z Z z� A rn m=^N N� zz� m coc mo>-c�' r*iic=-i Jo'''z r*iio mow 70 P. m%toZz Zoe im �i rr7��i0 al m rqC. Z_ A c C �;rg0 z N A> m> ozN�+� C ;Z ���o y=m013 rry�� 22 cmrl cm32 pcmk r^i� Gv Vl ;O r m c - c z c rmn��z !' fznp Om�►5 Z�Z�v m Z> Mnjij0 r� =i 4903399 00 CC 112 Mz 0 ins=� 0 � !^; EMU QO �m �m �re yi'�z Z z0 co m�mv �zz9=;A cl c �qZx 0 NQtc 0M1z � C m U)0 D r 1 O < 0 �0 fTl z c FK N N M D 6m0 Zr. D c) mCD0 z o-zm ,�N O n O-4C Van/ N 0 N m Dx g-41mZ2 O 0 z xm9 M s CO D O;6> z ra>omv 0O OO wC 0 m�-- Z O o��= D m -n M m MA, _ �5d z >�0 m ovM rnOm Z '' o Nm o x w Ncl �z rr•a�nn x 1.1 m3 lJ � n W y � N 7 c> z 7 � ) 7 C ` f' n ) z C O G) r n m j N C N 7 C Z 1 D f r oo r �n� C N x M q o C - O Z F n m r n r a i ) C r n n f z n O l J 00 cn Z0 m IEl v W r) M O C % ) 70 Z :0 C j Z D C 4 Z� r) O C i � x z C M v Q cn _ n NO � � r x O oo 1 p � m ? Z M = C = D Z N e ' n M r- r un r O c i O) — m r i rxrl c z x Q° r- C i 70 (A m � i D o c C z Z m cn � T x iczi> Co� i m -n N ) D n O z n r n C m f i O g C my fi n -0 M f Q r r Z v+ v r i C m a r v G) C Z Q D v e -n -n Mr M � r >cn»m>r.>j m»>mZ ��zo�z>z OVNN>N cw TOvr-r DZ �AZZ2m N n7 ZFOM >X OxNCmm m Zm�-u;c)N-.- ec N m N DO z m» N �cn AND' zl Z Rmq>E!goc Zz�mgm �z•m�-jAm ��o;� m>- m-1voc ym-u`oz- j_A; O D-0�v`0xMZ Z<MmMM T c MOZM-Imo NCSmm �j mm Ov Kov� D;>m Am mmm> r-i*O Z zw y� >> ��D mm 6 r �{ � >-u �z I m I J OzM NN I m X O(A N I -<�m -0> I ((7� n m mZC 0<= Fq r l Omw y rrl < Nye 0Z< vx oN ❑ Z7rm - �� ���Zi y::`.°.: ❑ -u�`�INN - JE1 El El/ , o c) <z> mQ� z X� Imo I 00 y v O \ 1 ZvzD z �\ ��� w0 /) /1 NoZcv �n-1m M I�Oo2 /�M�m z m z <� D� D m DOWNS WAREHOUSE OWNER: M TI r'� m ' z DOWNS CONSTRUCTION CO. .. z LOT 11, WELBORN FARM ROAD CONTACT: TONY DOWNS 0 -< 238 CEDAR LODGE DR D `" TH OM ASVI LLE, NORTH CAROLI N A THOMASVILLE, NC 27360 ai (n PHONE: (336) 472-2378 w �� • • • w• • ��� cn v 1v oo F cn z 0 czn z � o 0<0 r- r- �-0 mom nM �m 0z vc7czn0�ijZ:g �z0 m� 0�00 �_ zpm�>--I Ora � z—OMO.. m mTI En zo- �zd"w)G7=D�T1C72 Az< yNMc:cnM U!.. ymD�Omm�m S�r' r�r---°�rrr1����p�rGrlr� z�cCnco—n m<y� mrp�C7DDzmZ �MM r- OZZ DITIa �Wm �SI�r- E� 0Mj00zz(7CZcZD• D zZ -n� CC) > p�D 0MO �0 M N--II ?�<N=N�x�� N =Dm�D Im,ImC �K_�_ 0N_�x�c ,rN',n Oc-uACO D � �z5 m n Dr vc��v A r ;V -4 cnm�Mm c m�D M C r-OZ zzODo M MnDm>D D�� <pm = N ����z r �>A p0�� D (A �0 50 m y O-0 Dr D *-n; - �;� N�zrn z m0FM=� A <O� mSNZ r 2 nOWDOx C I TI I-r1 -d _ ( % e vm OrpT1D� O D O�rp� 1 j �I0Tl p00 � IN=*1 ��<�pZ n 7 m� m�X v SuD2=O z r z NDc�n MM r- v r �� zv � Z �ONoC—° 0 r' c: m m C7�n—On Dy �c� 2 9 cncnDMO m r -0' > Zi n = —zOv z—cn c cmv C M�mv DD C_ y co m p D -1O D m r � nr C s m n no N fA m N r00 7 f �O rt —h N 0 O X o rtc S w O c c SO =� N G 0' ca n 30 0 3 " I- i 0 C W z N M- S N m (DI mI o3 0 3 O (DN 0- 3 50 O N Or O. rt E 3' Oo l N m as (A -n - • --I r x M c M D = 0 Z r M O c -n 2 c M Go v_ c 6) ( r c D O c Z c G� c r x r M c cn r O z V O) N„ ccm) 1-4 C O M 7 T' 0 • Q i m � 7> i I -Am a Q C C :o D D v rn C D ' � i z -n C = 7 O GCl x 0n :0 D� v ;a z O -n C — v Z D Z D � p v Gl ; g cm n C x D x O D 0 D mD 70 D �^ m v M A(A O %� n � O :G x D r D D Z� G1 m M z N< O D x M C 2 z D v _> Z c D m p D m N cn Z '-' D --ID m n N Q can Q r Q° m 0 > O m X n D m v m D M O z Dc�_ czi� > D _ D ? n< Q m %o 90 :�G 0 n rmrl n -n 70 0< 0 x -n D n N N p :G 0 n W x90 Q G� x O f r x i v c e m r z i D n) - w- r c< r G\o L O ) n c C) D C m- r - ) T• z L M D D 7 ig z D> x D _ r- %G r)x r" D m :G D r %G m C O z =_ (A m v rn N Z N y Z D z m � =j D 2) m Z D O m z r O r n c �_ . O r Z C go r o` T M o� .:E -0 O Q� m 00 rtst0 o * D c 1 vv° (D v� CD c O 3 O w Q N O Un Z3 CD -1G m fi `o v (b cx 00 � co om �3 Oc m m w c'O o �� on 0-o' 4-- m Z Z3 w m rt N G', _ 0 cn ao 0 3 0 3 Z3 O ��to c O O n p 7 1 - C 0 C Q (D3� 0 m m o N o Z o o n n B' mm ,c m0 �( _ = N 3 (D to a N n + fi 5D : co + _cr 7 rt v ° 00 0 0 3 rt < 0 7 O 0 S cn' a m 30 o (6 CO w D C rt Srt O_ � N O n O � 3 un w i Z 0 0 v cn Z m Z n � C Z� n O c D m O D m D LA r v' -n m cn 2 M D D m 2 m D n v w m D Q n C W= n Z Z D N i Qo m (Dn C O C7 � nzzzn�� D M n-n-0-0 x 0 m N O Z "' N- v D 0�. r-; r O�� M z n o c r D z Go m Z - D z C M Z N O T O m M _ i n (Am cn � = � - go N m z D? m O. C r Z n un M 700 m N D r c = z n m x D m C C� r O go r m n G r O cDn � z D> x F r Z� n Z D c D03 -n D D r Cz z a Z= cn Z u�i G w go r M = D Z GoZ e n r- Z C Q c vx-090 10 7-n rC m -n nZ m c i D z D n 0 z% 0 omW �Drnnf < D z N n r M z — N j v � N F, mmxz M� 70 �z> W W W > m > C» Ocz>m mm $>MM F O8� .. .. ��� K 0Q �m0 Dm> Zm ��vc>n vvf>n c>n vN vc>n vvy �vyvy z- zc r NN N N N N I N N N N 00 z_y r�+r�* p�2 0>8 ��� ��.. m.. ��N ��N�tn OO p�N 0CA zN> m-,Z > r I > I O D I s�s�nn� >> I > 1 M00 �, z O Im "� c,+ c� F r F F 1 F F m'�Fri F F F Eo o x ^5 - 0 '� r'�i r'� r'� O r'i* 1 �, C y cn z->cn M� �� $�m ch NN c NC (%jt�Acv�i N' >>M cm vc �N c cm cc m x cm c� ccmc Zoo Z>C �cmi z0 tn�r� m m� mm m� rr'j rrlm�m �� 0�y �O oz -0chP. I z1 is I I X I X I� o > m R 11 X 1 � I r, mxDO m i2 - O >x>O �Z �o D-n cr�i� ir$m r$ro m z $m o$mo m cc)> Z N� om r;nmm N N N N O N ch RMN N ��r, mAp� �z �� y>� m �'� n, c�i u r� -0 -0 ;Kmm C z mN > -0FO Z Z z c Z Z 'f5 m vMN CAN pz �� XN� c>) ?0-> > > > > �j D D Zmz �0N cnv >; my M cQx z x N x x n z z �Mm Z rmn z il r O v 0 m P6 m m r*1 0 m m �` M m r*1 O> -o m�v > �= ova -0 nOn, -ru > -0 -ru m T �nZ 0 Z< z N > M r N c�l cC cCA = cCn u) D c u) N m> �rn5 o D m� N y e z m z m z F Cl) m ozm _ r�* rA* D z � m r m m c) c rr1 Z v m O N M m C 7C D c7 N o >- z > c N m r-i* o m cm m04 Zm �D Imo r > I >> mv>i o�z �Z o,y z�o� c o A R DN o A cl)cl)MN y0z mm zO vmvzi v D o o = o �m I F o0 m�5 cmZnm �m Cm Z r1 > Z -0 > 1��' N D >� �ZC 0v N> = N IA^ 1 Z ^ 1 D r^ Z. o>� ;6 -n �F mm cn N z cc" > cyi w 0 � Z 0 0 > O v m cn (� > 0 > c Now DM jai TS� m y m cl) I22 mNZ Dm cm �N -o D : mo 0 my m O C cn x imp M m v Z .. �v _ . I m 0 m I �m z -ox �y n 1 n rn >- rn m o O M. m rn a 0O 0 m o 41 m r m r0r m FD m D ED z > ZM X0 N N -v C M _ ;! D v y Z N m Z N �n m n Z { n M2S z0 > x m m cl m PAUL PHILLIP SHU, P.E. & ASSOCIATES CONSULTING ENGINEERS P.O. BOX 459 COLFAX, NC 27235 336-456-3798 email: shuengineers@aol.com M m i\\//\ \�//ol 0) V\\ z o 00, CD 0 �\ \ rnR y\\ \\ I�I� O - , m //.'<k� /I a Z) 0 �- C} o CL @ �D \ \ \ co _L,�► 29 4�I—I� , v liilti{I! 24" MAX..4o CD \ \=till'14 `� _ M w I� - z �sD �CD 07W mo o- 0 m O o --a 0 D � 0 II O (n CD 0 .-+ z 0 � Q C37 r-r Cps �O -¢Q CO CD (D (D Uj r+ CD ,--r X CD �p (D r-r CQ 0 0 u-0 (D 07 CD 0a 0 3 c o c - .-*' � ' cu 0 3 � O'O �� 0 0 :3 =5 �c�� m--��M ox � �ojca � Z) (D � cD M (D ccn 3 ,i J� udvn : ou �o I a -1 rn �L'-W Kb�o ?c Z W-C iCAEfE PAD �`-i� Na�REfE Ifs �a Lp ti _ --------------------�G _ L_J LnJ 77 Cn as la� � r 21 i �1 IO cn I �7 s it I rFk 1 , - ' n� �m �� 1. it Kj ti I" a n I a y r.21 I 3 o r � r y ti I a �`, n -1 „ a m iy a L J L J L J g r4 A O '� $ s o f FT1 Zt r- �� -d I r--, ZO 8'-0' CONCRETE PAD � p r r* Z a I `' 6-6f q T O I I �bn fi yJ I I o i c tir* I 2 �n La rvl 0 p 0 j I - I , wM n F' • � m I � I_ ZG:\Standard D—a s\Aoaa.a \CD6448. Ora • DIGITAL FILE 15 A r 2006 0 vEzaz-ico D.,00axzm 4� L1nOn m.nna0zao n D \ a co �. �zmzm�an zm�D�z=umi 0 _III r m�In� o+ +Z �ti a y n'TOZ a ZO qzr rr� G? n� a�10 a n � 22m rr1 r DDaor�rz Z W G7 Z �nm tirt( -Icy m, mmrmcnmv O m -III o o P��m m� mo you a nm0• =mw ill —III "d III=III n �Z� %� rNz o xM O �noo °a°n m`� o � = MAX _ UU Z� ago a +iB I �nam 4 —I I —III as oZ oM inn r 2' MIN. na i� C� O I I M I I —III Z m ti ti �� mn ❑�ti n —III—III �n �Z "'i z III —III C3 n ��; 'Om 2 o . o , o 0 =1 I I=1 I' d z�j _ ox I O �0 O non tit mr mad f1d,N4o ALK +�� O ,,^^ f1l Ci7� oyz cna ti c� CA TN V! C7 �� ~DC �~ tic r Z n =�yybd moo �m a my a%,4x m _ o t" tv otim mi y �m m +ip-B- OZ —III—I I o W CO z o z o o y� mo d a b a -0 so I I DI � I—_ -<-<> O N � Z inn°, m a Z= o � fF�IN? AF ACel z N y o m —I I —III c� -DO m c o a o ti o n 'In m i +4�c o N[n n O c=�mD m o=c� c� y(J1 "� o III — III —III n rrI ��_�� n o�m... �z� ym o N p • C —III—III � z _ � � �^ � �°;� '� V� l o m4 O �, I O A r n ��x m o y ma M X z� —III—III n r to m D o � Z cn N I —III N Z v z m comrrcoi., �titi 0 Z O D I X O tn�D'n D MAM7;:' r G F I —III C r O x� z c O C c-off z r mmcr] ti a no O m I ^: W z �' xo u)-A� yam y m a COMMERCIAL DRI VELA V Z Z III o O x D ..D mz m m o nao�ITImn77�7� O C7 nI X X m m z � cmzai mZ a �A, '-03E mmmomx omr 3 �Z�oo y aDz m r 4 �h Nno <uniMDimH-Ancni ^ p Dzo Mc zz mm O Z (V h IZy OMO G-1RDIZfM=-c On1 (n (n D -< m C CND I. -< Zr Z1M D Z 1r1^7 O �x D m �� and vao���mim VI 0Dpmn n ma mmm m. —moll -T .Z_7 C7 ycz n aZ om� cnn• mcnxmv A4?TE_' ! m CD CcN� o =_ x Zn -<n som�Dx D � m m K c� P { r m m MM "M n o AWAXIAff W DIFFEAIEACE DF cn C w0o�m a p X o D oc zm 70=n� ...i,� Ni4E9EiIrFEN Mali d lG21 O ovci^� O o �~ z� I'Ino 41 (lox; f f/4'/Ff czi rz ff7 fl2"/FT DOWNS WAREHOUSE OWNER: m D m D m DOWNS CONSTRUCTION CO. PAUL PHILLIP SHU, P.E. & ASSOCIATES c ��� DETA�LS m z CONTACT: TONY DOWNS CONSULTING ENGINEERS cu LOT 11, W E L B❑ R N FARM ROAD 238 CEDAR FARM RD P.O. BOX 459 D� SH DDT D OF 3 JEFFERS❑N TOWNSHIP,, GUILF❑RD CO, THOMASVILLE, NC 27360 COLFAX, NC 27235 N 336-472-2378 336-456-3798 TH❑MASVILLE, NORTH CAR❑LINA email: shuengineers@aol.com � II II II ;'I I II � �. ru L y y Lam' I I II II I II II II Z 'n VTI G F T rn I'I 70 C) Z [f1 O f � S � C � n Q c„ 0 o � 3 c @ n -�2o co @ � (A c =m 0 D 0 M v D o I'' zZ 0 s = W m NT V o • 1 ' I nL cr OD o0 n0M D D � �T ' I c to rn T1 N Z M Orn zz z 1 ' I to _ m _ Cn N o J� N N U O DN 0 O r �N r 0)D 0o v a, cr c4 N *p �_ �z o pmc �� =m0 nmoxm om p D mr D� car �c� ,, 'm zm rn� �� n � -'m z�r O�0ZZ mM --i M K_ D 0 mK m xZ Zn L�Z NW`m� =m m nz pro 70 �= pO u') ;Mu rn'OW= Z0 to r �� n �m � m (Trn _n �02� C WLD Z ;= N n� �� mmm pmmz0 zIco n np Oz �m Om pto� =;u;o c)o o ox �_ �m �m oc- C'm'z ,rn mm r _ p n to M, - r r= DD W rnm O� ��p =p C= I z ` \D Z Zrn y� m �C� Zcn ��� rnD �rn O� W �n DD m nD zp�� nC)�0D trnr7z m K� Zp0Z -0 rn0 Wz= vKFMZ C'o m O N nC N m W❑ -; moo nDOr 00 W m �W 'D p n0 Om tmnp� mo�-< zm o --A ON D �� mZ \ D p OD '00 rn rnW D v Ito np �pIT Loom torn to (K ro CN �r- 0K0= m� v mz �m 0x zrn m= urnito, r>rn0 up (0 c�WD n m (= z� pm m� tn�0 tn�=z �Z 0 M_-u0 n DM Can m p� ,rn Onz C)=�� �n ODOm D p mZ -< �� N N Crn cm�= yo 17Z2,1 r to Z 0 r 00 m,zrn x� mzm� D M� rn� N �� r WO Zlc�T7 p.Zl <M,�W O ; �O 1 W�� .Z Z. 0 0 m mto Z m L= O� I �� mmp nn v yr � 0 r DD <N cn =W ��� �=DN. mrn m=Dp N z �� x� rnrn = �n0 rn Dz- DO 0 (nOmN �� rnm ,Z'jD D morn 0�=z 0 ��m 2 Zn mz p n mrnOD C>n v\ir� to Orn �K n= ��D ;u rN pZN 0 m� _, I x�Z c7�� a - mm m �Z ym 0mr� �Drnj ?;Mu-0m -0 pO N �p a'__ �!n' -C;Mu to n .Zrnl m =O (T j =4� CD)G�Cjn M O� p mym m _ m DT.C� pDrn V p D n n=pm-6 �n Ky -M '0 Zz L') M nD �rx or�m r0O mrnm0m_*r=' 0C 0 zozDm0 D '>P >x -0nN00rm mz Nmo -0 ZDp rnC-) A-0c -=;uc �z O- ZZOWmmOLo -Dv n ow--�O D1 � OrO OD Z020 �� m ;mum* , pmm ;un 01>r -n ���p0 r�O0rn XZ0M D ZGto� �N W ��W z I rn rn cDp�p 0 =Nn m N N o� v Nm D> mom- n N m C�ZO rN �D Z DZ m W > Otn� �y� mm N n W 0 to W D T7 (Mn r IT1 �7 =r 0 o -u �D- \ mz C D-to D D 0 0 Lf) (n>M.Z. ton M Z = 0 O Oc �cnrn DpD p� z m- ;a W -m Loop 0 v D D m ��� to0�= pZ cnW W D r zZ �00 ZO Z7c� Orn Darn N �zD nmD� F,3 to C)rn> m z o• N O�Z 'KM 0 �vD m�lj � N 0 �mU pD�O m to Dr- mf� c) rn wp (n f=Tl (off Z� frnT'I rn p z D D D D rn 0 N m n -0_ p S m -M-ln OxN^� r O to O (A�rn0 � -w m n W> to 0mr D ON _ rn X D ���' rMc0 y m 0 O C) M; �n o z _ _ p m M Z X U) (7) N� D n !n vO D o Dcm WOK m N x �' rn To ,0�" o D m r nZ� ^ W w D _ M tP r O Omn n C7 X rn .. z rn U � C� VI CCj -0 M v r FTI m 0 W rn I I V / z � C n { rn C � co � 1 RISER STRUCTURE SKIMMER (SIZE `AR. STEEL POSTS (QUANTITY VAR.) EMBANKMENT PLASTIC SLOPE DRAIN PIPE - - STONE ENERGY STANDARD . � IISSIIPATOIR OR G>OTEXTIiLIE LINING El TEMPORARY OR PERMANENT IDITCH ,1 ROP -11, EMERGENCY SPILLWAY COIR (FIBER RAFFLES (PRACTICE STANDARD 6.65) STONE PAN � PLAN Vt 1E(below skimmer) WOOD 5TIC OR METAL POST SKIMMER RISER STRUCTURE TRASH RACK 4` CLASS R STONE PAD (4 X 4 X f IMIN.) ANT1 E TOP OIF IEMBANKMENT I'MIN. FREEBOARD RD - II fl ] �f rr ppu l 'J Nrq 11 IM'l11N. 1 I�py"p'�IJ'6,p�4 pN yy, �1�� �Jlja11112z111aI it jf;,-ifl IIIII111IIIfI+fIIVIII�I�%9IIII}III ''M BLOCK SECTIONAL VIEWCUT-OFF TRENCH DEEP 1A ERGENCY SPIILL A BARREL PIPE \'/�/\�X ANTI -SEEP STABILIZED COLLAR OUTLET NOTES 1-SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES. . INSTALL MINIMUM OF 3 COIR FIBER, BAFFLES IN ACCORDANCE WITH PRACTICE STANIDARD 6.65. . INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT 1 FT FROM BOTTOM( OF BASIN. 4. THE ARM PIPE SHALL HAVE A MINIMUM LENIOTH OF 6 FT BETWEEN( THE SKIMMER, AND COUPLING. m figure 6.61d Sediment Basin (wit-h `deer `barrel Pipe) _ Q) O Q C/) co Z Q O ^ � 0 CI) O Z m C7 li J N mr O /V -dry rn Nm_D 7 N Z (n 0 O —N M 60 O O J 3 C F- Z>77 Nzo 01 O Z C/) Cj- _ n j� rn bo 3 Cn � O I w y— o (ACO ( (o (o (Ao0 -0-0 M `" cn 3 3 ;:O ; C/) O ,. a 6J p 3 O N J O Dv mm to to -0-0 mm .-0 .-0 IMF N 3 N O �0 0 0 0 _ M Qz con g �D coo � O Q 0Z O = O < - G� Z c(D Ci T rT-I ° �I r = , m N cL O Z /u TTu TTI �NN N D cn co N Z O rrj 0 -P, O J O C r- � 1� 3 O o Y�� cn� C/) Q z r-7 w W c o tr 3 3 M z <� D� D m DOWNS WAREHOUSE OWNER: - .. r- M m ** •• Z DOWNS CONSTRUCTION CO. Z LOT 11, WELB OR N FARM R D CONTACT: TONY DOWNS 0D cu 238 CEDAAR FARM ROAD D CA TH OM ASVI LLE, NORTH CAROLI N A THOMASVILLE, NC 27360 N N PHONE: (336) 472-2378 w ^� _ .. q 0 m M m M ROADWAY STANDARD1131RAWING FOR BRICK CATCHBASIN 1Z THRU " PIPE NOT TO SCALE TIC 'Ibm� 0 fill j - SIX M /Zo 4 d I _ s J 1 M _ '� � �a E ey rE to M P z 70 1 1 * STATE OF NORTH CAROL I IAA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS BALE T H , N.C. PAUL PHILLIP SHU, P.E. & ASSOCIATES CONSULTING ENGINEERS P.O. BOX 459 COLFAX, NC 27235 336-456-3798 email: shuengineers@aol.com N F9 ' V ) O z >mo ommo� D;;u ;;a D M C7 O z � D C) � z �I /V D C D D 00 z D n = M M O D M D W rn m F- z o 0 C)p co co CD _0p O z�— % 4t, �00 AVMHDI co 9 �j A3VE[i3S '� F cn H.9'bi � • 1 �916 11=6666MH - + °06 � e r� + 0 0 1=^.'96H H s �bx�^^ ���°• `"'", l O � ` jy�bob i or xe xa-> S.lJL9 ) r 7 °1d t�btIc ep °t>b "°a •s w I QNI NI is r sw* 06 -73 NOZ Us dA.L ! ° /\ AVMjA = d3aINV �o _ + 0 0 � vwla try s� � �9 - b A� W . �`` 110 )bC. 9 w z lJli'b S.iJ6 'b n b 1 S c'b'0=sy.X# bi b S68 1 s IJ Ol N.C° 1 S,msae JHd!'0 1 Z D Z o + O 0 00 C4 ,ZS' l68 = d3 .69 96t e N (9'L06 Ol d01 3SIVa).Z9206 = wla H o SZ'OL+L d1S H :. b-�❑ HW Sg8 FT� z FTI � v II a O ONf10d 1 3Ml 83MOd GUHMAO —3-3— 3lOd "U&S —...— 3VHWP V AVAkHDIH HIVISUHIN AVM-l0-1FgIN N✓NiaW 00 }I3dS13S DNIQ-i-una '8 oa6 H.9'bi = n sus 11=6'666MH Q'06 co .66801 wft �, 3 yc6yWt''F3 0►,��� � rK I[i O e60 rxst .( s Aft M ::u "�9� + 0 0 tw -� QNI �d is `'` `0 NI NOZ ti '0X " AM �► 24 o A co 9 1 awwi Lu +oo Z � �c N•tiA U _ zo 968 1 s .e W1 j y gyros, • >0 a rr� # e1Q n 0 �d• I ti t_ y �?Y any • aunaq y> sr410ll� +00 Z - D � P 0 4 SgB� < 3•Z'p8 66_ 149891=N FF]SSA vls � 08l SS 8E +00 �p O O � O N Y.I. TOP 1 90.5 r�cn RT AL cn Tc P 02 ON TF R AT 9 1. TOP fTq 893.2 IN 8 5.3 R T WALL .I. TOP 87. TP92 k I V IN 89 r- TOP FT 92 9 ~ IN U 894. � 00 n T 1 3 m A E U B N n # R T TOP 902 It F—E TOP T 93 1 V 894 I V N 9 k3 RI A U 894.1 OU TL T R T C 0 ST 1 + 9 0 1 79cc rr V V V Y. I AA5 TO 0 .5 _ M W + C7 w CA rn z_ CL. DIE STA 1 0 .4 co + G ATE 89 m U 900.3p I V IN 8 5. I V OUT 9 .3 S3� A 1 + 0° T co m oco 13PAUL Z m as �, W o N336-472-2378 Z bd N STORM SEWER PLAN/PROF�LE SHEET 1 OF 1 DOWNS WAREHOUSE THOMASVILLE BUSINESS PARK LOT 11, WELBORN FARM ROAD TH❑MASVILLE, NORTH CAR❑LINA OWNER: DOWNS CONSTRUCTION C 238 CEDAR LODGE ROAD THOMASVILLE, NC 27360 PHILLIP SHU, P.E. Se ASSOC. CONSULTING ENGINEERS P.O. BOX 459 COLFAX, NC 27235 336-456-3798 email: shuengineers@aol.com G UM STA FR PST KA MD W rI10 F A H G LIG Kk71C ES FG l C G W FiJM IM THE RIM (Ch.91kKTKA QN?A.1tLMff Irlpk: rerr r: lti: rmis a•r qpenfQia•a mtN;pbl sFetrwi rmuF hiiEr mrmckm iIM-ip61;ArederedI-.mrpiarto4h$sgi11dSb3i rtaiwsMaw asHAIM vtr�m af :Fe fAM Nrwair. in here :I P:Ink uE nd F, rs+1rci wME Tit perm 4a1 r r r pFi •A km th a 11 and Su - Te-M UwW pbm a 3 per, ed if the: &e6p Ud3LiFarr F3M'giutdoat. MIat kA gnifflow. ors daAr a d*jIm m mt3ppy *Ed'g a dttailkkx 3W tk &lqnx :.��'4 mLu�r�i- L �3RTE5H E GlaNDSTMUMM PuiV iredhrr+ W99A& Aim T■wFrmw5 5WAM I iiii1 - S ke gre 1 of sc i ]•tlarl rl tr y a,�31 dhr R tmilTK 741 a b-L r 5 d* Lhr mea Og bicdirbr P't•ri TIC' Elm wa� dthe; ard Nrr-t pen Telz - d 1pis N wax• � Mum Gres r, Skfm 5nqw •dan Fikw5ae1Q■rk�Bi1k iidaI:` 33 r■k sh� -6m 3: L N at -'&I3Frisb3agmahirihar WA IaF[wkhdes MMwto41 -��sfwp�-ne�r��es swig ISqm 11-h U &dk--r pe rITdn Aqm it + WN Lom -iGdap Far h k Late Aamfet carfaipwne.t see, A-eas%Litl�Ioxe- duke, ptrwmurTEwidHRW Zym %dtz-ti:r i '4 ,L1 dwfsiu- F; Is L.tr W.-tff-.Fed jr eu 1 i t•rt u u�u �x Ihtr. &FzrL6perim anerLawr=iPFaxiirLriioladNti�,wgamasrm khter,Ficar g m rtid shbTaa tim s i i I he r wmfflmd t, ps rr arI e r t o n i ri M hi Q awn is nm a:5 prz&Mbxiirocmh-gLvdw1Gc:kidir4-sft:61= uddk1i itl Tmmw pwrc=k1'M.73anst:Imm irkiie•iir:,-litiierwrerdr'tFe mir :o stark ap nitavekrtz0sA9ar 1.rd pou a rd ELDu A sahi a -I it aKFKI'. G E IJ K G TE Ea L P�ITI�I'i elf �l i l,Tb N s-ac-e rrj Eir ;IFrr■a tiatrjr w'1 not AAM rrmAL 11Sr rax rf vn-gx� r-_1­et;hkhdlar_ lip'■ p5eh?f TWI I J 13 i Wt 5 LI S %66n i � e r�a•� � � sa•r r_1 rti�d fy t, hair ■ *m rr11khes v4 Wd in 4FIW oAmn o4i0p*kewiFm, .0tFMww rem MW iI pm%idPapord!hw mdlimrn.ki •GKIia•nM'kL9d1halikr%wwaWA mriiw•rr n ICY 5 1Er1& a -1 Ile I Faslvrai *" a read nth ■ *tram mr-1, istbUARe■-IdWal IIlax. J rrtl:-0I I.W.F x z`vix r:Pwlor Ira"r,kx &" r MW I UA P&M nnpMvi_ rLF w;.:rq:aprupiate __wtleaL;3ci-gerpandlf,rrr ra•ainr-_ ark SEE erikf:.lnt e:.V-D VML�ra AM mi cd UUVF6cw-_bsm_ Z ':ixw :nft ata- Wwc :Fe nktzm Em-m A SrresFtCaTW Fi-sre. -e: I App4 fntri :M at1x raremmrninSsaegtdin1ke W aMRL&a )*uam r Mc,fw slate vd ir as A any w kh the ma n AmEex ia-1 m ma k Pra%i r e pa IN - ir o3 a rep for m i l a P-rr eir. of try k ran I=r he'ba d hard Ate. 5. 2rs Pva 1 : nks n kail Huai La r I a 'FM kh ak a re kept J r L er sir T I-s s art L:: - arsLrmIiiet 7y wandvyacrdrrleft3mrbrn. G "MI LWU MTE KW E L Martaii ItsEidm arld eiLi!mrI ka !rerertd sfo7mifW& I Rvi& trip pxs �r& :rr slartd 1gLiFMT. K I"ka1sinrrepir$owzFeyildr,rrrenmrlaaNupp7w..imrrthe P*XLE eat iI FiJWSr �� sparate smaidprprlldhVm_;s h as rdox v artz-'�ro� who xwl&l 5 RrrkmkAj-�mrksandSrikm*pnNt-LTrIoMejrddtuAm h a : bm as rrimJvi. ff 8 rig imd f1ck kb i wr-; x ah ram. -q in r fr If Lib xd adw pigrokin red uas 16antydiI% nr4imuzIrerlet-Ei: F:-ekstwzffa &L LM 9ULGIWWhTEFAAMiANDLL AIWO hei.:-k_-yar»mWZ5r. llxs lera>dithrs nap"Ltwa5ttxr•-avers. I F*u•,W : nffWwnLmkf rc �n u=Mxie acdxrs�_;dJrQmff, 4-ai reigWeI m a-e ho mT.i1 aruirw--ai ariddmesfic widm. I. 6=*% nuxrtAmrtlert33Feel;u; J%mstaru4rah imtswdmrfm mmnwiMs N Ufff a b!-.1 Arm s r: rr.-xab� m M k C Lotrwamarna1m m i'e3skhr1 do rot amye sU=rt 3 errouTza= nwr 'DTI.:I i 5il'�di}l5a�td�ndi �i7 r'Td�i�runarht�x S . Caw Awn w � ix' n t * en i of tw:h wai dad': -J k tfarr zm m, a r Fmi:ksmdi.7WtikEiTut. kPii'a'TPQctdam;mhirt"MiRm. i. A-NftlIomtktthnsrnw=uri-irtrscvq na'FkhMxs. a. Enp'wzzrort n -saremelmirnerzw1bo Ck;Wqrpnrwdi*AF mmmntnap:- . L GsmrrI:mTF-.qbr.ar,aparufetdsm =adbi. S. Gr bdsx$bnzdwJPirdcnnalwen hDilpiittwma-rintr. P Q NT hN G OTH EA LIB !kAM J. Qomtdim MirtW1itthtr11«gaiei*Iasiund'yisrs wwwo ndr. I Lec ax p; iri wa F met a = ir a st ai Feet w ay im in swn "1 in kt, and RFfu 'AiMn V = ro nwahurimito vt -tmnAp io3Lhbk. I {krtin it UK' wmim im -a in TW ed a -n _ 4 { Wnmotmwtk laWid. dmd A pnid aapm3r:31E&ft meckaFrm 5. Fre•at tFe c �6arg of miY■, sate1N &tegnbax rrirIcuu ■wb�s{-r■I migns;birir. Q RTAM TO LETS I Irr. a I xyt ct m 13 ati I EW I G-1 L rd at ku st.Vfttt i oaf kwT r1 Kn dni arem s a %n - L rrs k. i ew kin - e 6 na a Iktm A rs rt: sa I:if f wra j W_ F % Kvvk 0miismtatm�IN&3k aYMrtreaarnidYmbkm1erxi'i ikftriarplw 1r aEpAp3daresL-mrcwkh!;rtidba;r, F•W& tokkar;reW rE c� p1ruhk uim d r1E pe-ro c� igh &M-■rn Fi16 ko-•r%:1-r , I Mkwiarpar-aiklliet fa- W� PS :rc arun-F 6qv&a of arre k-0iednhato L Jlrmriar&Mmhi�wusF■jier-arm.5%t nkifmrtabk ietsax •eda ■rr f w qx rF 1 Ge : im. MEN EA ME EN SM FILL I W AWW E kIT Xm s. � It mai i a i p it s �k tarU= • rl�l a I k re s ak �] Few :seiY-L4r Star r, r :iEi iEitMwfire r. Lek perrw-Lers_-r-T6 Mrlrrl:� wd w-Far -nAers jrEsr kL:f be mFfn re cibuArrAArs :rr -czv.mWk x-ai.a3lt 2. Phded Ftpdpk IIWF :A-: bn drrPm Kr--mir'rLrr aF::I T' NE m k et : we zK aF si It 3. !tiuid a r. id It tn! : x eas pro rt w F,tr xim h e- a■.%iherukoPL-Ahi.-Lietimrivrnpmded-mdmAhR- mcir.ww•raim -a kh -J a ip mwe-i p a rm c a h udd Wm a l e: L ie r" r. I hi arl s Mir e-i xa'eSLba Ipil}�Wfrdwiolum-a�t tpdIi'"rthrmI-est-Ail YnC-9;K pia r an dl2urW AN fhr Itz n prc. ry ar ptm wp!i'1 m r trd nted I. NORM CAROLIN�. Oro T �� I `'V IBM W BTE [ SI 7E fE r >21- UwM �r .% a7 MU -�, kwMAM-111- 01WQNOW ItiUiMm0d IT 'A ■� mow■. cm ME. I. �1 WNL IET E WAM L Da w.I eafl arp mxr. o. a =T a rA &-r) ftw the s te. I N pw at a- rrrlk seek c. Ii a nk•r -d m 1 m to reWx in a mi d wvr w k1E - ti: ars itatrohvadz mpafnsA;taiappw�Gimivy. 3 WanaNr wakttfnr1 mww nhers i wmantro:r■ththw a6m �un z d in xchknonIxmitra damArle•inrttriasmnpmioubrkraxm" i k t,3eriT E-N s it fe IM �. it 1enla'arrre �:sha.� perlud �Ji�rtlts. rrFeTt :xt� :; :le = :r a rm ax r1 EO ad a p r<ffid s x to LqmL oxr rt yKr a ril ;L-thr - : , w nnprw an d anya a. If I rrd star i a z de-ai k are ra I a-MbLM. LW EM Gf EM J L: tW ifmTparrf tart meh v� pmidtdm dt&1iL 3[bWELOQN9-txKsFasFargm-Aerr;arE;zrrg&fe:-,j%etiLrbar.irI:T wfia1r. :9m•rmate•um imtmwWr1xwoFatraqmthspunpbarmu &rh a jec mile stxrl "n a• rm! iLT'% 3.1•Eaz ■n. LEI W rnet ke pu in m ail : rld n n al-e•i Frain a rq efk I L&mmwofzLis gt ear. SDittE!rm staff 6iEi nkts;nd3.rfw-- t--Ei �i ar: be.IhKmr lot raaiter a ler'T■ti'rs :re -cawar :rare. I; ami7imL'rr. i ni 1 pmEmedw a::m wr d r h ir eta 9 c lay est -n &E &%dm Lit w hkh mf a ti: , sp la &r um rfaw. a Lor. LC vI a dwut i r: n e a i-f wmwrm me am, m k%ef ; -a1 nd a rid i-. a I a Sarre ertrm i aia b Front aF thr w o 1 rt i ddra m d r u to S rn aif rk requ ied i � aprurnla I kml atleastme si r dh-rikCarert-mLurQizihe wml-& - P. -f- •-e • iThr. Pas strWar cm wzmt Wta datfo fthcr.ar. Lrrekrrir[5rrnrnthtwL+ ran*a1prra.,tateiti•75 c-x -�5 i- k are cm tti a rr3 PALO rue Ek r tarp, i ws ig arm to pm r; ci n.c-.-i rrl wrxrum wei no Wpkrabd. 'IMu m I twrlhar omak-mNE. pnud j d3. A all rr X1.a1 rers; k�b-xfim id 4::ko mittbi of14e mrc etrllaL'eTam refrin i izitlT ar m i Y: F. ar Wp-md riqmalfadIkp. HIA f WkAk, ax sakiac amp r ::.: i-z o j sd by rtrr-m.l 1= Y-au f P..Ik HEIRKV51 lErms AN POGENTMS I_ Shread Flr--rAon-_xMirdeskx nkr&iie:�IhMM'ENONE r,'m I! I 9mm I pry1ok; :rW ,adn, rdk In MrrailitiaI mThOw"wilf ---• hbd, Mid kch&mdi ws ih r ui■e_ 'q%ba ert5 aridfrsk :w Szps iEi me of ud in r =1 ! aimi r E 1. Da -ai MR hW 3 Q e3. p:56 dd e3 wW rai e mk&z rl ww vfm n Fla !d IM s ".*karvhutdgnq.TiIurltiihN■&nwraxrtrams, a-ufamv1er. VasaImrr,;Lk%r a-e1-rinRdTrd5-. C D3notmdqikthen mirtrihvsm HGAWMAN TOI K WAS E L Cwz verro.iaiti Faar&w wartzWki nareaffan•�i& i. Nit hodonEstcnWmrsir trm #raxaonfirrmtiimzT.. 1. Dind5]rrIQ&-Cusoen[kdrjF&n-n#ffi;andiect�alkxp+n-J. NCCiO I GROUND STABILIZAUON, ND EANiDLING £"SECT=4T: 0101119 PART I I 1 SELF -INSPECTION, REDORDKE EPING AID a FPORTI NiG PART 111 SELF. I NSRECTI 0 Na p EEOp a KEIEPI.I 6 AND REPORTI NIG I 0LI1111111111 11 S E LF- I N WECTI ONO FR ECO R 0 KEEP IN f-3 AND q Er O RT M-3 SECTI O1 A: SE LE-1NISpECT`ON Self -in 5pection5 a re requir-d d Wring nomall Mine55 ho ur-j in accord ante Sri ,,h tte table blow - VVhe ri adrse w eathe r or ske cord It'ions wo ul d eaaw 1 he �a N t� of 11re I rispim in r- personn el to be in jeopa rdyr the in s pection may bo delay@ d u n --il the n-oxt b usi ness dayr O'n which it i5 We to perforn t e i 15 pe�liz?n . In addit;o nj Me n a Ltor m MM Of eq w-a to C gre;ate r than 1,0 Inch oeeu rL aotsiJe of normal bii W nee S hoUr5a I. he CIE-insper,t a n 5hal' h. pwforrned u p on thti L% ca m iwnce rvrlt of the n @-xt busFness day- Any tlrne w lha-r I nspectlon.. were d�:laM 5hal be noted in the 1nspmtiarl Ptwrd , I F*quenrV tisPOCt CdurinF normal I nspectian rbcords maust irtifdt: hllTinir45 rtaursl Daly Daft relMall anwhaN (11 Rah nMlrrti Inpd in li ng d+IV rain j1Rj6t Mj@rvjTI0nj are wd@ Ouring vgokend or FMa W M I09 hal iday p@rKW, and no In9IwM a1, 9 al ralr4al intcrmati n irs. U&C auallahlk retort the cmwlartm Falw rnm urament for thwA un- atEended dao Jana this *a demialm 9 n y!a i wc-ibn is neededDays Dn which no -ra Irfa1 a[cIrred Mall he Recorded as "2eru.' 7hr: perrnrtte6a may use woffier rail-rwr4tofiric demce approval bwtMi? ow"n. �2M EWC At Ito A gxc per 1. Idcnt1hcaUmm or U-c rrbca5.ur= kP5pertxdr M copmep 2 rr;Acrpd;w dwp 1. G-Rtc and lime of thu:vVcnion, andwkhin 24 3. Kamm of tFrf F-wmn f rforrning Hie Irt;pttinn. hou-} of I rain 4 1nd1oaki r of whir tfr mnanwrn wcrc frprrlting .cvcnt } 10 hch in PFUPCN. 24 houn S. iDcgri pti.Qn of rr4intenwce nmd5 1Dr % v mraju re. h. as[ri ptMan� uMevx, and doln of mnr.n rug actlem toker. 13 j 51&V WMr At IE9M- 6Ci ptF 1. Id&htIP"L h 81 [. A dI!.hAI92 8u[JAII9 Idi MUMIdr . dischame 7 caleml r d-rri 2. Cate and zing of the -dim, outfaft [SDC3) enc. wthin 24 3. Name vF Itie person performing lair iryn, hQU"S of a ifa1n 4. EADe a Or k1C19,MIS W SMM%%ater pORtIDn SuCh M OPI Event 110 Inch in sheEn. tlmting or efwJid uAid& of d&aInnidan, 24 hours 5. 1ndIcaW n of YUN a sedimEyhtIea1Atj 1he saP, f3i. Cos:ri Iianr eMe" and dale 01 Wrreftive it[IC05 TaLer- f�� �edpimtef j)F At Iraq ente per If whiffle iedtrlentatlol h Few nd oulabde 5ke Ilrnits then a raced sltp 7 nFillp-rdar rivy i & tFp faller ni shidi bA rnM-P ant Wtihln 24 1 Aavrrs t9keri ra &a4 up or siablk@ ti P smamerx than rlas Ili h4um of j Fain awe Situ lirnii,, -Pymt � 10 Inch JD 2 Cestrlptlen, mMoLcp: atd dale of eormetw ammstat4ak and 24 hours 3 An onipac dory e-s m Ehe a [tons ca6en w conoml fu-iure rpleases, ISM Smarm or At Ira-Z once per 11 the s+ream arwetbr%d tins incma-.rd vi-iblt ztdinaidcian or a we, lands orate- M Calendar drp rlrearn hoe Yisibe irxrensed turbidi-� Fromm tie eanstru tban or aresi[e aric wdrih 24 ac[14ky, fan * re-conn oI [he fallawkig � hall be made, Iwhrte hours rrF a rain 1 denrriptian, ouicirbrr ;iFA d;vh- rl r.nn-prtw attimi; laism. ;i" acres' bier cvmt i 1.0 hnch in 2. Rmwrch; of the= i".Ared rejor.s ba the appro piiate U%dsi or- ;4 hour% M1rgrinal OFFr,.� iper Pwr lll, 5rrri n C, tr.m of Fhi% prrML MI Grind After g3h pilaw 1. The phag? of uadhe tlrr;.allation of perimeter E IM1111AUM -00.9ta dim$ rhemm -flmlir6q aMd aeubbnoL Iffit.dlacon 81 Stag n ay arm -tame iaiA camPledDr ai all lar d-1xurNrg mHyItyl, enir trunk h m reda6-elinprimrt: pq Ipmjnent gAlk nd caved. 2. DxL rrtrti'.aikm tWi the reaured ground suiblizailon measuresUwe been p Fm 1d&c wrthIn t�e required it rrefnime or am a�iLwapce that MeV All hie Or sad as 16dn As OdkNt1c. NM: The ra i n i nspfaion mwu the req uired 7 nalencla r day inspect ion requirement. SECT ION 0: RE -CORD H E E PING 1. E&5 C F Iiii n Doc une rMlation ?h -2 a pp rove d E&SE plan a s -we II as any a p proved deviat ion she II bc kcpt Dn the s i- T� a pp rove d EEC pl are mWsz. be kn at up -to-dale through ou L the coverage under thti is perm I-. T� f8 118*1r jZ lttM� rtdjn,Mg ti5 t188 E Ala r, thlll bt kiyPt i5m e nd Ayin iIZ614 fir Fri$ ic�p F0 01 tim-es 4�4 ri rig horrriil Wsiqleg 111ggIrs1 M Each Bw mea&ure has been Installed no krs r qq ;i,8rtiifiw noy qIqyi@ti:#pm jhq to 6on% drnemigr15 a nO relative -eleyi�om s hnwn 611 the appmysd E &SC C Iarti_ DocyrrwentatIcn RegLirennents with I and dat-e ezrh c& 5c measwrq on � copy -Qf 1h Q p pPrQvv0 EAM pl.Pri gr QQm PMQ, Mg � nd 5 gn a a i rispe0o n rewt Chest i5i� eacll� E&SeC measur-2 shin on the a ppmvM E plan_ This dncUrni�rkra dcin i5 required u pun the irpifaal imta II ation gf the E&�YC rnea�ure� yr if ale EMI SC measures a re mDdi Eyed after i 11tia1 i sra IM18 A. h} A phase of gr3 d i ng ha i teen cam pl@UcL Initia I and date a raper of the approved E&+C plan 4i-r complete, date and slgn an ins titer~ report tv indicate =plef un of the �;?mtru;tign phaw. (0 Ground corer is IvEated and i nslalMel 'in accaFda rice with the approved E&SE On. [d} The mai ntarmrice acid rapzir requireme rrEs -�air all E&SC mea s u ms laawa been peerfarrned_ (e) Corrective actioin haw men taken t4a EIL 51� n1 eaw Fes. initia I and date a napy cif the approved EIS plan or �arlmplete, date -and S iEn an impe,-0on report w inriicare L`rnpliarlr-P frith a RprL�uuc gmu red cower specitica ions.. Corn plater date and LWn an in peclian repaf i - knItla I and dare a Mpy of the appFoved F pLan -or complete, dgt a and slon a n. iinspe�ctiion MpVM �q ink q 1hq Vpan p4ettpr, Vf the corrective action. Z, add Itional amumentati cn to be Kept an Mu I n add ition to the EW-, pl a n doru menti abcrve, the talllmuiing items seal I be kepi on the s,le and a-yaL a ble fo r inspectors at all tl mes Burl mg norm al buslri= haw r$r u1n k= the cfy'slo rt pry Ides a site-t f Ic mirriplion Wed on uniquQ s4e cvhd Itaons that rna W t hi g r gaftmir nt n6t practical: 0) Tb h Gerieral Perri- i I. a5 WCII a5 the Ce ftlfiClate lof C-OwM ffe, afti�r it I$ ru kd_ a) fiords of in:spectiors made during the previliou5 twelve rnonrlih& T ne permittee shall record the required obse rvatiori$ on the 145 Rearm flecord Fora prawadeJ by the CjI e,. I it r I opettllori fi�rrn that irW Lullle� III t Nt e-�tiuitle4 Oefthteu. W� of eltetroini ca I Iy-ava i la b1i� rgcQr& in lie u of r;ie ri�Wired pope r copies w111 Oe aff a d if shown to p rnvid@ eq ual access a nd util ity a & th@ hard ca pry reru rds- 3. Documentation to be Rimta i Fled for Three Years All data use d to coal plete t Fie a-N 01 and all insoectlon recu rds shall be malpr`rtainedl for a Pe nod of three years of ter project car"r pleflon a rid m dde aw-ilablo up0l 1 req Dent, NO CFR 12.2.411 TIAR7 I r., S 1=1 DN C;' I 1 141 DIR i;W DOWN O F 5EDI M FIST DA51 N b FOE M Al NTEN A NNE OR E L05 F OUT Sedirn-ent ba-sIns a red tra ps that r�oelve runoff fro m dr'ai rage Dress err u rte E cn> ar more 5h. a IJ uw outlet 3tr>uEture$ that withdraw wale r from the Surface when the$e de'wiLC5 nod to be d rawn down foe Maiht�narpoe or c1#le out urllem th Infta:;i bl c_ Thi� drtL+miMtxs 1-P �1�icl� it f:� ei81 Wiih4 M withdraw mtD r tmm the tarfttj� shall b8 ram (For oedmpNp kilmeL with aW r &-d c5Id vmatM t� . Non-;urtace withdraW215 frorr1 sedirrlent basins s ha I I be a Ilevved -only wh e n a II of the fol lowi rig 271--eria have bee n mfft: (a) Tri a E&SC p Ian aurtharity has been provided wittti doe urn er"rtati on of t he non -s u rfare writhd fawa I a rd : h Lz specific ti me periods Dr Condit 1orti5 in wNdh k will cxru r. Th E nor -su rface writ r 1 ri ei.a 1 shall Icit coca Memo& U nd I the& MSC plv� autorfty has a pp rovad t h ese Items.. (kj 1h� vp-ry rf�� wyitN rpw@ I � � �qE rn repqr�iud a.5�in �n kri RptE�O byps' in p�ggrdprii;t wit 4 Rips III, S Qh �, lti�bm (2)(�j �rId fo) Of this pgr _Mr (r) [ew-�Ibe?iing d im F n rge!L g r8 trenUd with r8 r+ gals to m i-ni m im d i!geMarZe-g 8f pd I uta)m fyoI gtor nwpter tha j5 m mewed fem rho SM i m-�nt MEi n . Ewnmpl a� 8f n p pr8 minte rn Mt ?CIS irlclu d?� Iprnpe rly sited, des a rred an d rn a intai ned dew2teri ig tarry, we r tanks;., a nd f it zratir n s�5tern s., (d) Vege .ate , up La rid am as of the 51tes or a Rropedy d-Es Ign Lid stone pad is u5ad to the extent feasible a` t outlet of the dewaterl ng tree me nt devi re5 de Bribed in Ite rr W a bona, (e) Velocity di55iRat o n &maces Such a s check da m3, 5ed ime rrt try, wd ripra p are provi&d at t be d'56arp poi nk� of a I I dfmter ng devi U5. an d (0 iment r ,o�d f r.Dm the wale ri rf trEotment cleylces descrl bed h Item (4 Is disposed of 6 a rna n ne. - t ha- does riot ca use die posit in n [rr mad i me.nt I Mo Fate r� of t6e UnIted States - SFC-T1(5 N f!: MPOft kNC3 1 L Ocru rnLmc@i� that Mn st M R@bported Pe rm ittees sha II re pa rt the fa I lawi ng accurre In ie5 : (o) Visib I@ sed irnLLrt d-apos ition i n a &trearn cf wetland. (b) 01 wills if= They are 25 p1 lobs cr rr*rer T" is `Q IeSS LIa p -25 pllarns b ut cp nnot be rlea red 4p with 'In 24 h owrs, They courpe shear` co su rFace graters (eqa rdle55 Gf %f-vlu )r or o T r arLd wr Kel 100 Wirt -of �UMr%ee W (regard I t Of VedtIN-Cm). 1c) ReIemies of h izardous sutistan re5 in excc55 of rep urGable qua rnit c5 u -I de r Section 311 of the E1 ea ri YVater Act (Ref: M CFR 110, 3 and 4E (E R 117.3) or Eerrion 102 of CE RELA I Fief. 40 CFR 302_4� ar G.S. 143-215,85, (d) Anticipa I:iypsses and ur1t Micipate if h pasNeN- (e) N Dn zar>npl iance wit h the rxiridWoriis of this pe rr1 is that may f nd a r pr- hea Ith a r t -le c ny iron merkt. 2. FLaM rfing Ti rnefrarnes an d Me r I q Li;1111i�Y After a perrnitlee bewr7i e5 aw�fe of �in DLr ur -e nce t h a 1. m 1uLt be reported, he shaJ, �;Q react the appvop crate bivis6oin reglom- I off ce within the fir n efrarn-�!; and in acr."01rnu With (ke othe r rcq Lixernerrls listed Wow. QaurrencQc� outs idD norrr a I busir1v..�s hours may alb be r iepu r*�d to tea pant' Errwirorl 1 rltal Erne rg�r1 rye te f p f r�r1 el at i�00) Occurrence I ftgaRirg Tlmeftames I01ter 01wo;+er3+l and other Re0remenis (al VSih IQ !Wd 1innE y I dep sition in a T,M: gjen or wet r•41 j b) 0i I Spills a nd -P ■ WrrtzhR 24 6a Lrr& arl orall or electrb rric nolMr.a1ioA A. Wit?xiR I c-aOenaiaf ems, a report than -c*ntains A tiet3�criptian Gf 111-E 5edirrent and attio n5 taken w addre5 5 the Gdy3d of the depu5 thyn. Nuislon staff mw WolVe the FegIjl Q+)l NF a Wf1ffefk rE1p0 Fl On D case-Ey-cam basis. 11 the st morn is nran-ped an the KC M; f d) list 8r impaired fcc sedliment- re Iat� caLmi., the perrrlittEC Ma-f he requirt% to p�riorm additional moribring lnsp ions or a Qpl�v mona �trlrlpnt priMeot f !:14 ff determine rhit addimprial requirements are needed tQ assure o mpia nce with thefectera I ar state im paired wart-eFs cunditkprrs, s WY24 bovrJ~ Rn orb nt elea m rmC n01tIka1i0r1. The nrjMCdtW all I nclu �nf�nn,atl n abut t h� dales time, nAtu re, vo1 J m� end -hazardous IQcativ n af tie spill or re "E. SuhSWPCQG per 11mim IM11 0 abwl: It 1 rlt spa * A Warf of 1amr renz(aps Ib efiw thIF � + - bWmses [46 -CPR The report sha I I Mn€1udle a n eva W-tian of the anticipated quality and 122_41ilmh�3)1 effect of the byp.a%, To.',Tnanwpa�4 o !! 24 hourr, an anal or elect ra rre nGlifiialbn_ b$passes [4a CF p i MAWr& � ta1ema6r doK a report [bit 'includer, aK evaluar Ion of the 122_411Mri (3) J 9 u a I i4 an r. effect c f the by pass. ■ wwrr z4 bovi:sr ion irti or tiectru ric noldicpliari , f f Iorrcern al is me with the eared Ikloril * Wr Wo 7 a�■ iW&K a e4�p&� tKAI: 4:6nt6iepi ik d ri j*iM M IKE of this perma that ,�ai,ccmplian aer a nd i1s. causes; the period of nPancorkipllarire, may endan�eir includ ng e o ft dzte5 a-rd trrnei, and it the nooc rripllance Fhas not hiral Lh or Fhe tmmn rorrened, th@ A,-Ar0atk ttnR r1OWMRlignit iS LEXpOCMd 10 eiriv1 mnrrla nt[40 tn�Atl wi!� and :Etag6 tz6 ri or phrm d to reduce, ei'm r nth: ,s6d UR 121�41(1)pj j prevent moix uFr-2nc-? ai the noncom plia nce. 140 EfFk 122.4 * Lilylsl*n staff may wralwe the re3ulremeni for a %uni err repo rl on a caig@-tv-taw baii5. ' NOR7HPa[aEnvironmerI Q airy NCG01 SELF -INSPECTION, REC�RDKEEPING AND RI,P0R"1_41NG EFFECTIVE: 041`0 1 ,`19