The URL can be used to link to this page

Home My WebLink About20061851 Ver 2_Stormwater Info_20100803CHARLOTTE MOTOR SPEEDWAY P.O. Box 600 " Concord, NC 28026-0600 5555 Concord Parkway, South * Concord, NC 28027 Phone: (704) 455-3207 Fax: (704) 455-3251 TO: NCDENR/DWQ 401 Express Permitting Unit 2321 Crabtree Blvd, Suite 250 Raleigh, NC 27604 up 1 18 S 1 WQc.Lx'ZL D g LETTER OF TRANSMITTAL Date: 08/02/10 1 Job No. CMS #503 Attn: Joseph G amfi, P.E., Environmental Engineer RE: U5145 Concord Grading Permit AUGIm WE ARE SENDING YOU: FX Attached FX Under separate cover via UPS Shop Drawings Prints FX Plans Copy of letter 0 Change Order = Samples the following items: FX Permit Specifications Copies Date No. Description 1 07/31/10 GP 246 Concord Zoning Grading Permit # GP246 1 07/06/10 080219.005 CESI - SWM Plans C100, C200, C300, C301, C305, C306, C308, C400, C401, C402, C700 0 AUGIm THESE ARE TRANSMITTED as checked below: = For approval 0 For your use 0 As requested = For review and comment = FOR BIDS DUE: REMARKS: Approved as submitted Approved as noted Returned for corrections 0 COPY TO: CMS Project File #503 If enclosures are not as noted, kindly notify us at once. DENR • W1TER QUAUTY WER ANIX AND STORMWATER BRANCH Resubmit copies for approval Submit copies for distribution Return corrected prints = PRINTS RETURNED AFTER LOAN TO US SIGNED: Jim Guess SMI Dev. (for Charlotte Motor Speedway) City of Concord North Carolina rmAvd� NORTH CAROLINA MF -k fq�ocf- � �� High Performance Living Applicant: LMS DEVELOPMENT 5555 CONCORD PARKWAY S CONCORD NC Applicant is: OWNER 704-455-3207 Owner: LMS DEVELOPMENT 5555 CONCORD PARKWAY S P. O. BOX 600 CONCORD NC 28027 704-455-3207 Contractor: Zoning Grading Permit Permit #: GP 246 Date: 7/31/2008 Parcel ID Number: 4598 65 1647 Map Sheet: 4598.04 Project Address: 5935 US HWY 29 Name of Establishment: LMS Morehead Realignment - Grading & Stormwater Plan Review Case #: 2184 Project Description: GRADING OF SITE & STORMWATER MGT. PLAN # of Units: Subdivision: LOWE'S MOTOR SPEEDWAY Lot #: Zoning: C-2 Project is: COMMERCIAL Land Use: 1000 COMMERCIAL The posting of this ZONING GRADING PERMIT certifies that a Grading Plan has been approved by the City of Concord in accordance with Article 6, Section 6.1, Subsection 6.1.7 of the Unified Development Ordinance. Any changes, modifications, alterations or deviations from the original permitted plan must be approved by the City of Concord Plan Review Service Center prior to the work being performed. This ZONING GRADING PERMIT must be posted in a conspicuous area on site and visible from the road. Permit Starting Date: Permit Expiration Date: Zoning Official: �Ur, Aaron Hicks 7/27/2010 City of Concord City Hall Annex Development Services Department 66 Union Street, S Phone: 704-920-5152 P. 0. Box 308 Fax: 704-786-1212 '°oa Concord, North Carolina 28026 Fees: High Performance Living .s:�:r.cdcccccccccc Application for Grading Permit (Plait Review Projects) DATE 2b 2� D Development Services Department 66UnionStreetSoudi P.O. Box 308 Concord, NC 28026 Phone(704) 920.51 Fax(704)78&1212 PERMIT # (OFFICE USE O:VZY) NAME OF PROJECT: alk`2 M4;C-� Pp PFA (W M :S PLAN REVIEW CASE # Z 164— PLEASE COMPLETE THE FOLLOWING INFORMATION REGARDIIING THE PROJECT: PROJECT ADDRESS OR LOCATION: 6,1 ' 1,x, I4,u\( G� EACH BUILDING AND/OR SUITE MUST H4 VEA SEPARATE ADDRESS CONTRACTOR NAME `5ej6 RP -1 M A COMPANY NAME (S—Pjw t -re C,w+&:h l.�G i 0G : CONTRACTOR ADDRESS -4546 1'1 TCS-_- -C E t<� , r �4�! ('10U43 OC( 25C7P� PHONE NUMBER OF CONTRACTOR: -P4 2�f �- (02'5 3 EMAIL OF CONTRACTOR: CITY OF CONCORD BUSINESS PRIVILEGE LICENSE NUMBER: Q00 ZQC,> 3 Z� ANY CONTRACTOR DOL?VG B USII\ESS IN THE CITY OF CONCORD MUST HA GEA CURRENT CITY OF CONCORD BUSINESS PRVILEGE LICENSE. CONTACT THEIR OFFICE AT 7041920-5216 TO OBTAINA LICENSE. OWNER OF PROPERTY (_ 4w --c [ e l ` c;Top_ UJ.'a LLC, OWNERADDRESS 6556 CiIJU O ' I �J CITY STATE PCZIP OWNER TELEPHONE NUMBER 77D,4- 45—� `32-Gl *w�***«++a*rr•**�:�+*s*****��*t��*��*«*yrs*�*�*��r******t*rt**�s*�x*«��***«rr*.�*.*t��s�r*s��**�*s*:r****o�**« SIGNATURE OF APPLICANT OR AS AGENT OF OWNER PERMIT ISSUED UPON AY ENT OF FEES NORTH CAROLINA High Performance Living Contact: Phone #: 704-455-3207 LMS Development 5555 Concord Parkway S Concord NC Receipt Receipt #: 12806 Post Date 7/27/2010 Payment Method Card Check or transaction # 045391 DCIII Code Quantity Description Taxable p Price Quantity Amount 1 Grading Permit GP 246 1 104 ❑ $600.00 $600.00 Notes: Subtotal $600.00 Total $600.00 Page 1 Page 1 of 2 K1190 RD TT-h.. re Living city of Concord(.!;.r11i111111111 1 Listlnp Quit Map Case # Case Name Tvne Status 2184 LMS Morehead Realignment - Grading Construction Plan Awaiting resubmittal & Stormwater Mgt. Plan Date Submitted: 5/13/2008 Project Location: 5935 US Hwy 29 PIN: 4598-65-1647 Subdivision: Lowe's Motor Speedway Project is: Commercial Zoning: C-2 Type of Case: Construction Plan Description: Erosion Control and BMP's for Realignment of Morehead PIN * 4598-65-1647 & 4598864820 +/- 52.47 acres distrubed Submitter: David Reese Concord Engineering & Surveying, Inc. P. O. Box 268 --- Concord NC 28026-0268 704/786-5404 x1021 Overall Status: Awaiting resubmittal Projected Target Date for City Review: 07/14/2010 Project Coordinator: Margaret Pearson at 704-920-5151 * If you have not received comments by the "Projected Target Date", please call the project coordinator. r mmentcl Fees - Due Prior to Project Approval Total: $600.00 Review &Utility Fees Summary: Email Fire Department Plan Review 9$50 001 evel6pffidMS6nii66s'%6'keview Fee ........................... $550.00 Water connections ......................... Wastewater connections .............. Water meters 3/4" .......................... Water meter 1" ............................... Water meter 2" ............................... Transportation Fees (street signs) ........................................ http:// 166.82.66.116/fmi/iwp/cgi 7/22/2010 Page 2 of 2 i Total due/paid at Development Services ................................. F $600.00; Tap Fees - Paid at Customer Service Tap fees Summary: Water tap3/4"................................ Water top 1" I ................................... Water tap 2" ................................... Sewer tap 4" .................................. � 1 Sewer tap 6" or larger .................... � Total due/paid at Customer Service ........................................ http://166.82.66.116/fmi/iwp/cgi 7/22/2010 CLIENT: LOW -ES,:: VOTOR SPEEDWAY CLIENT CONTACT;''' DAVIS-AND STEVE GRAY POBOX 600: C0 N C � Q RD, NC 2802-6—'0600,, 704-455-3207 CONTRACTOR: (UNKNOWN) CONTRACTOR CONTACT: CESI, INC. LAND DEVELOPMENT- SERVICES NS E. �:PENC - AGSM NSPSNCSS ASHE ASCE 45 SPRING STREET. $0UTHWEST POST QFFIOE:, BOX268 CONCORD, NORTH" CAROLINA 28026 026-8 PHONE: (704) 7861%.,5404i FAX: (704) 786-7454- VISIT 86-7454VISIT US ON THE WEB AT WWW,CESILDS.00M CESI ENGINEERING PERSONNEL PROJECT SUPERVISOR: DAVID F. REESE, P,E, PHONE: (704) 786-5404 EXT. 1021 EMAIL: DAVIDREESE@CESILDS,COM BASIS '-FOR DESIGN- EMPORARY AND PERMANENT PROVIDE TE: AD ROAD 3,/-A� I I N S) F 0 R M OR [ IH'- - REAL- IGNMFNT AND AS'---)*OCI,ATF D PL -ANNE -D DEVE , 1 0 P M E N T. WITHIN PHASE 1 AND PHASE III EROS ION CONTROL BASINS WILI PROVIDE- SEDIMENT STIOPAGE FOR RUNOFF OVER DISTURBED AREAS MEETING REQUIR'E-MENI-S OF "NORTH CAROL -INA R L- I L-NI\JIN" t)ED'IMENI -F STORAGE CONI 01 DIA AND D'--I"-N MANUA! ONCE FINAII STAB LI ZZ'ATI ON IS ACHE-IVED BASINS WILL - BE CONVERTED TO WET DETENTION BASIN - MEETING REQUIREMENTS AS SHOWN IN 9) NCDENR STORMWATER BMP MANUAL-". M�� M OPMENT S ERACES DDEVELC P I I I�EALIG1��1�11' .I�OAI� 711FIF IV - - - ------- Sheet List T-9-ble ------------- ------- Sheet Number' Sheet This COVER SHEET Cloo EXISTING 'CONDITIONS C200 CONCEPTUAL SITE PLAN 0300 PREDL EVELOPMENT DRAINAGE AREA C301 "OST DEVELOPMENT DRAINAGE AREA C305 BMP PLANS — WETPOND 1 0306 BMP PLANS WETPOND 2 0308 B M P PLAN FIING PLAN C400 OVERALL EROSION CONTROL PLAN C401 * SEDIMENT BASIN 1 A C C 4 0) 2 SFI1iMENr --dN 2 A I I -S C700 DETAILS o- oz 4. \01% APPR,DVE, CITY OF CONCORD ENGINEERING DATE FIRE m DATE DEVI I O�Pf M E N T S E Rij I—C E S M� ELECTRICAL Uj DATEUj z 0 CJ of d W rj- (00 co W Uj 0 cl� Z 0 < 0 'j- < U 0 - - I I I I � I I � � � � I . I � ., I . I I I I . I - . � I I 1, � I I—.- , - � � I I . � I . I � I I I . I 11 .- . � I I I � � I . - - � 11 � . ., I � 1, . .. . 1- - !�� - . �i" -_ 1.1 - - �� 1��11 R0111111 9 ,-I. - - - � � ,� I I I I � . � I � I . I I . -- -1 �.111. . ',� �-', '��' �, I , .. 11 1.11 I - , , I I ! �: I I I . . .11 . ; � - . I . � I I . � * .1 . .� � . I I I ,. .� � ! � . - .... : . ,., , , , � : , , ,; !� � , - _11111 ': ::� - �:�, � I � . .. 11 � I : . , � � i , . I . . I - I . I � I , I I � . I � I I . . � � I . I I I 11 . � . �- - .- . . .. momEffissms - ZENO== � I I ��.� _. I—. - ... - . I � I : I - � .. I I I I � . , I ., � I I : I I I �. I . I - �, . � � � � I � . � ." I . . I � I � 11 � I 1. I �, 11 � � '� ", , I I I . - � � 1 ' I . I i_� _- �Q' � � . I � , � � . . ;,7, - � ,4%' 1. . I � 1.� ", . I . ,� 't�� I � � I - i� , . I . I � 00"14i'l , I . : I . . . . . . i v � � � I ,-,�!::,�. - �:' �, 3 ON, . __ � � . - . I . . . I I \ I � I � I I � -1 I , I � � � � 1, I I � I . - - 0, .� 11 : ... . - , � I I . ;i, �, - . - I . I I 11 ,� .,%, m"Ir, � , ; 11 . �� I 11 I I I � / ,- � I I I . � . �� I , . I _ I . . � . . . I I I I . �� b � , I I . . � ;1 , '' I I 1 . � 1'... I I �, \ �,`, I ; . �-I. -, � .. I . 1_ I §11�1 , � .1 "I ::, .. .. ,11 I �m " - ..,:` I � . , ` I I - � I I I . .. I 'F 111,121, ! * '', ,. . . : :_� I .�, - I - � , , , I . . �. . . 1; "'T , _fr� � 1_.� "I I I I , � I . ,� "., . ., . , , 1. �O ,.� . AZ' �1, A�� ,� � . � , . � FM �tl, , , � . - � � - � . � , 1. - :t�. . � �� , , , � - , : I :� ,� � " , , � 11. I . .; A , ,. � � .�� *�, 1, . : I , _� -, - ,� ` . , , ", I I t� �Iclkl �,'!�3,',-, : . �* , � � . I I I "', .;.. - " I ." � i I . � . I 11� , ��. , . . �� M � ! I �:, ,, � I � ; � ,: . i I �, I I , "?, -,g ki I �� , , :1 � I I r I ,�� - -��% I li_ '. ,�. - 1. .1 � . � . , t � ". . I ,:4 1 1 . . ., I _,� , . 01 -1 I � � I : " �:_ I I I - . , , � �, . I 11 ,.1 � I . : , � , , : � _: J �� , �� !�, '. �� , 4 � , �,v ,�. ��. . I � I �11& � , , I r , I , . � . , � � � � . I I I .'. - N., � I , : � . . . I . � A . - �, IF , , , I ., I .1� . : :: �. . , �'- -� ?� �,,�., . � . r � .-- ., , I .. � 1 � ,�,,g % _ � 11.� . I � I I I r - � , �� - . .. . 14 '�� , �� I 1, � : . � �, .. . � � � 'VE"'i. I � .. 1 , , .�, - I , , . . , � . 1, �: I ,��;�M, . .11 "I . *SPEEDWAY I . � .1 % ;,7��." n.. �..._ � � . I II _ ,-_,q�n., -1 . � - , 11 I . . I ". � - � , .. % : -, � I ,.,, .. i �,�� I � , '), I . 11 � �, � - , �- �; - I'� � . �� , ,� I , : t . .. I . , 11 � i � . . �-� , . � `-` `,� I Rio. - , 11 �b.e� .� I I I I . , � k"', I . I . �� i . -k- . - 1 . ,.:. 11 � I ", 1. I , I � I 10;2� I . 110,1��ffl_ I.. , � I 1� . . �� I .. _-,C�J��01711_� , I , . r -:7 .: � ":_ I I ... I.. �;" � .�,Fr.l . I � � I � - �`k � I . %. � I , I �, 7 � I � 0) : . I I ` I � I I, . � � I � I I . I I I � � �� 'K I " -� ��,�%,,,,, . I . � I . � . I I . t �6, . , I I � � . I � � `�`*Qml-,A'1`1 'ilt i 1. . C'v � � � � � 11 � � � - -_11a, � , . i., r. , � ./ . � , "" � I I ," .,�:, I _� : ` lu�'115R� I _1'_W �,!.,�.ill I I - ,� a � 61) Cq I I � 1� � "'N' I 11� I � "': : - I � _-D ..,. I I I I � . i / � � I 11. 11. '*'P, .1 � � , 4 I I . _ 1. �F%1' I w . I 1 � I " I . R ��61,11' -_ . I - - 0 , . � . , ,,��_ � . ". � : � � I I" C. - - 11 - ,� .' �Ig, � A �, ,,% - _ _ � � I I , . �,�� -----j_ 0 � I , I I � I � . : .: " I � .F � . . � MOREHEAD ROAD ,: ,, , � cr� � I � ' -- I I . : ,�� .0. "I / ,_--_ - � I � . RITE . � I . ,� 4, I I . I � I � — I ww . I 4� 1. ,. � . � . I 1. I � I � � zm � I .. I I . .11; . I — !� . - � �, � I I � I ZQ 11�1 . . : . --- . / 1 :5 � - I.. I li , � I ,� I 1. I 11 . � . N _i 0- I r"'. � : : , I CABARRUS CO. � ,�:. �d -1— I 06B / / (f) ,� �, I � � I � � �, — 1.1 � I . I I V) ! I � I I . / ... I,, I I % I � � it, . � I I . / (-) I � �� . � I - , I : I I 1, . — � — I I � �, . , 1: - I I HYDROLOW'GROUP Tg ,/, � I)L.- �. . 1. ., , 1, . I _:� � I �, � . � I �� I ... I 1.11 0 : �. .- �. �,. . I � 1, ,:.. � I -, ... �N 11 MECKLENBURG CO. I � . ... .. I I . I vi / 11 , V7 ... �� '...., . cy-, (n � � I .:, 1.11 � � I I - �:x I I �� 1� . ,� I � �:: ''I I � CuB2 .0 � Q� � � ,� : I � , -t- E � I �� I / /11_% � . / ...: .1 .1 � .1 � �5 V? 1:�i - - 4 � I -- ,,--' . . �� .(I-, _:� :---77 , -�� ___1 r., z 0 , " � - , ` - (_1 I ,".:�:;. :� � - , P'_.-�!�,.�- 00 . .� 11 �, . - - C� '. 11. 11 I --:�:, : " 'IS C�� . �_ � 180 � , �� T I I . � L-1 ,gp�,!� , , I - ,� � - .. .., . . - , , I .. - �; .� ,.: ..�, , :1 _1'. - :,!, HYMMOM GROUP V I � , � I 11 � 1� � ".. I :1: _� '� -1 � � .:. . I - - D - �� , � . s � i , .1 I ,� . � I �: _ I, I I ; I - .. I 0 �� 111.1 11 � �� t 0 1 . .11 i�.-�_ . - �. . I VICI N ITY . ..MAP , I _---- Ii I -, tz: _� (7) (j/ I Iv , 1':.1�11� � I d , I ;:, _ , , %..�., 1: " T - I _� � / _ ',.:_� � � , � I I r___1 I , 5� '� , I ::11 . ,�. '*1 � I . I I 11 , I � . 1 , I I _� , �� 1..�_ I I . , I � , 11 . � � I _ L " , . - _. ( � � - , �i, < - - C, f ,,, �� .. �, � -, - , ----j L , � , I 3; - 1, , 0 . _ � � I , :�. , __----- I I I - - I I �� I � ... .. . 'I'll � __ '___ _,i, " , _ ... � � '', I , �gi,,, , v _110� I ,�'_ I I � _r .1. I!,, � ', , I I I __ � �. �, ;;� -":, -�11�_ - - vo -, � Fz.z� "' . --v, "'r 0i �_ -1 __ . ----_j _�` .�z , 1:1. 517" � .. - - , - �1, I I.. �t " [�., , , .1� '.. I Lv,) ,� "': . � _� 2 - _� 11 ; I '. . . - -ir w 6: ON- , -T - — , -, I . - - . � .. 11I. -I", 1�p �: . I I __'�,. t 711,_'_vti_.1 I �. . , I wv I _� 4 1-4, I ,. � � � `� 'I, " � I �; � . � 1_� ,_..." I I I . , : : � " D I ..,� : `,`� I N ;,�ii,�.- -�,,-�"'A',,,,�,,',`, L'�_ � - - , ,.V41 L -.1, � �,�., �:r�"7% �,";-,-a:-, -A� �,,,, : _,..�,,�..-,�r,��-,,�--,�""i,.,.".��i��!,j '. ___� -, _', � .... . .. n_ � 11 - ; . ", .- �!Rg.`�. - , �b .3,1p:�I��V�. / I- __ qsffi� b _ sg_o — _� �-N -'-ft;LLU.1 NIJ� MXY sHow ON PLANS , �, - ggi,t.� .�,� � . OT.E, �NOT ALL JTEMSI:�SHOWN �i I � I . -E.- av .. - __,; 01 - -_ : � � i ,� --R. x �, I ."�'-.-" ` � I .. .� -_ I a I ,1 V . I L. , � ,, ,"L -_ � - I w _ - I ��_, ,� , I I I., ..__ � I I � - I I g x�,n ��,�� >_ 1 I I I ,01z'il`.,R,.�` ��/ � _ ] 1 - , I . I .. . !� - i 1 j z_ , 1 � I 11 . i - �* -,, �_ � �\ ,� � ;w " � � '. I _� - , 1� I � - 6i '0 r - �� .. 11 - � 11� 1, , - --- . ;,_ � - I I I ., - 0'111�1� & - � \ % e 00 -, - s �� N U .. ____________________._ EXISTING PAVEMENT � I I . � I 1- I , - __ .1 .1 I , � � � ----,�-��,., � _11 I I 11 I 1 -,�s" ,. _)�, - I . I � 1 �,�"_�2`,`,', � � - I ,_- ,," I . . � 11 - �. ,�,--.,�,,�,, - - - .111.1�:11 I - :1-:- -, - I iU z V) ,dz 10 1'�� ca � !_ I � , I I . � _,, ,�_ t � I . - � � � - t� _� ,`6';,-a,!;,,_' ;i ',",,�i-,,;�rsw, �5;,'V.`7�5�--� ftzw � � ,,/ - I t � \x 't U 'L�v @ - �i !z%*'.�',n:i 1'1rf_.a13 I . EXISTING MAJOR CONTOUR 11 . . :Om -,o __ !,��M,: _ - � ---- - --- I � � � I I .� � , - __ __ � � _ - , I . i ��,._"i - �� ,, , . . �� .. . � -, 'p��;.,-�, - " - . __1 . I - - � :�%. I � . � I .1.1 "" , � - � " "' , I �%._ w: , . �--� �, - . . - , �- i : I .--. ., I I ,� . 111. ;�, �,`.','2 , - 161,5� i � 11 - _a I\ � � I .. ��".,;,�_v I . .., R i - __ __ ___ - ___ - __ __ - __ __ __ EXISTING MINOR CONTOUR j I �_ � , - � . :_1 . ,. 'L 7777717�1�-:t*�� 4-11-1- -- ---- -, 9 '_ , I I - 1 .. . . .. ,.,_ � _ . - - _ _ -1 - �� g,-�-, `�IGAU�-_,__� � � . . I . .�. �m 11 , � , . , � fs I , - I ; '�r_,W,� ., I I . . - vwpm��i . I - .- —�w�� 1:.1 1. I I . - -) - J, . I � I ,;, I ___ om , -_ �� ", I . �� ,�_ . - t ,- :: �:j I � I I , ./ I , , . .., - - . -�:�- , � :. .. . . �__" I � � : , - ... I I I I 1, I . � '� , - , _ � � ;. I .. � � I - / I I fl - I I -1 __ I , �- . ..", - �... - �. _._ �.o - el, _. -1, ��._ _��_ � -_: __. _ �:: � 1. �, e! 1 . I BOUNDARY I � i , �� R . _: � �� . -z. r��_ �'_ .�*-�_.:,m��:� I.., , �'. I _� I I � " __ . w�_�� , * ;_ - - !�� .7 - - -, 11 �:,7r7, �: I I I'll. � . . a � � . . " - � I �:� .� .... ___��m ..... . :11'', ! .� .1 � I — _� RIGHT OF WAY `11-2 �_ . . � - . - igg, _�_ , - �17 , , , � , I . I .. I ,_, I �� ---t_ - � �..�:;;;i;;i;;ii* .t , _ ��-%4-'.. ��1.4��,Z�, I , '- of -4%. h I ..'': - . z I �, - XA . 1.11 . . — , ,.�! \ 19 I � " _-, �` . :, . �_�--,'�-� " t_3 "� t s-, � [____1 . I � �, _ _. \1,t .� I - - -.� - ��. . . � ._;._1,__ � I __,;-;�;.� . 1, — I . � _ ... �: -161. 1 ! 1 � � .. - _______ . _.. � � tv, - �: ... i .1 � I ..., �4,�... - . 7 . ,� / z / I Z � A , __ - �_ � , �,j 5- , _ _ & _ ..." , _� ai2 " , �. � a�� _ __ __.,____._____ ..W,_ IERLINE ,. �' I . ZZI-` EXISTING CENT In .- _'. - , - - I / �,�� - I I .6,-/ _ 1P __ I .1 i -1 �_ �� , I:— ",:_- .1 � - I - / ,-,,-% �� pF . - - _:,!� :2�_____ , I � - — EXISTING CURB AND GUTTER I � - , Q�4','��N _ . I I i :::�O. 1-1 7-_�, , ___" "a I . . . , I I - ... ... :_ I - p, to I I I - .- .?� I � ; - I --,----.--- _ 4 I i �� I- � I _*\1 bl>.v L " �� , L � � '�,� � ,; ,�*;�.� , a _.. ,.� I f � . __—I I _�t. , ., . _,,, I . - tF �. , �1/ . � . I --_111L-1-_--- -_11-- .__1-1111-_._.__-_-_,- � , �;;�, ;�"__,?;:�� I � . , 111; : ____�_ I S � / ,'g,� ;�� s - . - p' I , �- �� p_____ - - \.a, 11 yopg7� -- I I I- ____ _ �_ ,�11 � - _Ti :�, �i4 N L- . - \1 ": OILS DELINEATION i I , � 71, � � ��;.�� , ,�. U. ,. - , .� _ , 1- -�` ...'' .y , . ", , ,. ��_f I & I j, — -1 .,-y `A - -m �1_1 - ; � , I V,i,,�z_� A 6j,�,R"."N:77 /,�,, "?`41 ., ,�. i k - I _0 ., V,_.� , - I .. & I . Ni I 1� I � . 'ev. I, _�� ; . � --.-----. , ,_.'. ,- ___ EXISTING STREAM j I � I ,�,. I'-- 1. :�, I ,- 7 � "I �_ � 11 , � - o , "�� 1, : , � i_ I �j . . .... - , _.. .-. ., , I 1. .., � : �. � . 1. �11;11 . , , I vm I All , I I �1, ----�� ,� W -A -11, .�� _aw�_ A . - I I ?I I , - I . I ,111, : I rl'� - / -1 - _,�A. 1b - � . I _%, </ \1 .; -.1 ,,'-',5t- ��) I --------- - \_ " I � . ima-,., I I . - ;;;;�� I _,.z.�_ � - __ I' _ I � . I . . - .. � I- �p I � � � . I � I I , , .", _,� I anDw"a, � 11" I . - . � . I - f�, - - � - z, I . - - - - - q I '' , -1 - '_� - I I I � �_ - ) . v � , I - --" - I i , � \ \ � 0� __,"', \�7��6161 - - � - ________�_�; V: RSOZ . - ��,r,�-;,- ,0, � / � --tz-61 1� 1. -, .,..,-. 1, 1.6, k � - I L6 -4, .... --- __� - 11 I -P-- - .� _ . - � _�Q . I I - .? M- -___- .- , . .,-, . - " . � 0 � . __ � I g,ff -, ��_ . - - - - -- _v..z,;,m1_77 ,��, -11 o W_zg_�,, �, _,� - - , 490';A ___� al, �� , ,�_ _� . -�;, Co '.'�"�' '� . li,,',�',1�"�i.,'� - "' -, __ �, i _� 0 __ - . 0) ,,, " � g /, � --, --,- _4111 . I-' I , - �- -_ - 0C --� - - , �j I ) V It t I � �1�j E�� - I (Cl - _ __ /_ , �,l � f, ? \ ",-;'11. . 11 I � `_ - - � %b , -- /I (0 1 "','-'v%.,-.-, N, -;k, - I - 4 Z ---,,I - � \ - I � .�/ f k.--- v :E_,)_;:_�__��_ : 1__� , � � , . � I _-, �*___, - -,Z-- - , �� I 1� I � N, I 1.",-A "', -1 - - - - __1 __ - _.. � 11 � ______ I _� � .%_-n ___. - 7__ __:! i__ _. , � � I -,kir.--.,,'- - - \ ' ��,�`7`-.� ' '-' _� m ". �V�, ., --- . mamm-m I ,'.�14i��; , ,�__�_ __� I - - ,Z)/ _1k1�imr1i,1t1,,_ 11 1-1 -I- 0 � I � '9 t�,_ __ 11 - - . ____ !,�\ 11 - � --", ---- I � '! �w , 'I-, I -, _� I _ i _�:; �__ I C, - ,�,,��, � -- --� IJ r) 1- 1.- . . , _�h 7 0, C)_, -!�� .-_--.� -- Z_' � ;: 'I-, I f , - _� ,�,_, E.- ,-,, �� - ___ � I'll .:�k ,_45;�� , (D _� �, __ , _. I _____ I d . ",io, Ml`_,� , I // �_ � , A.- � I � \,j i�_,- .1. / , �,� , __ _0_�_,� _-, - I 1_,,�_ . 1 - - `�� _r_ . - �_ j;;,._____--� ��,!:_: !:��.. '_ , I - - � 1�. I . � I - - .. !!�� , L I I I a . U�- . I __::�'_ � I � ��*l .... .1 � . � � - , 7 -, _N�i - "t \ / �� ------- 7- 11�__ — - � -�, ,, - , =' I , � .111 " - __ - ,,- i _ r ,\ - I =0��.#�,,, Nft&ff*ff'. L', - - 'n��! . :;::;:51;;;:;;;;w� I Z��,, �` "', "'. r�� , _� - �_ ,.__ ,mpj� .. � �, i � .-, - 0!��O' _- - \ I '\ �__S ---,, - _t. I � � ,,, I 11 ._�_�___.,__ � __ � � � I Lma.v-, .- � North Ca: olina One-Cdl Center .9% \ . __ _-, �� -;;, � . - _� ) I , 11 �.:. '. ,.r ', . �1� � . , I I � 9;09 / (0j I � " i - "I , x I lv,ji :ilo 4 � , k \ " ,� \1 . . � , - � .`� � ,I! �,� _11..- �'11� �� t - won,--%" I � - ( ( \ I / _ / ... I 1�,. . , i \, ,,�16u�Y_____,�_O�- __ �-�,Z�- - ,� :;�,�--� ---:. �, w-�_ - -111, I Ns) . I I , ,� � _1 -1111,11.1 ! , . li"111-1 I � :�, �61�'., �, ,,�; . : - - __ � � X K , . "� , - . v -3p , ___ _� , " I �" - ; - _qw� _1� iz -lex I � - . � :!4:*;*1*i � . ,�i ( _11 - �, -,A I �, 7. _� - , , / _�_ a / - - : . : I I .-Ipo jjjR001, ,� -- - �-- , . I �!� � _. __ � .1 I I... I � `71" - - � sp � 1 i: - ..., '� k I 09WF;�, - ____-`)' � - ,-_�� , , ,-Z. \ 3 � - ii,15,� I- 1_ -=ft i i I A - . v----- L.:_-_�,_ — ", �_ , ) I "I . .. 2 DAYS BEFORE DIGGING IN � . __ ,� . __ _� ! I " I_ �� . �� `- --,--, -- ::� -,��_V;--- - I � — — - , � \ 0 Q �0 )/ I , . I 1: 'bim � _;1 - =�7�� ___-, , \� I 1 , / �' xr4m - I 2 I '4 . � I . zw , " _i � ;_�V�---- 11 \ 1p �, � / � 11 1 2p�� \ - �__ ,_ ___� i I ( -,*4,,,--,,-,,` iEL�. -) / 0*4&4W 111"alf '. ---- I _�, , I I . 1..�_. __ � 1-0 , � - \ - b /7� � , _� � �_ - I 1-11.11 \ 1� \ U I __ I E� )I 1'1A, -`i1_1;_ ., I � . � - -,- _�- � 1 ::7.:: , , , , � � I /)� " , , \ , " w �\ ,,u -,---,L, I � � . I T1 - - _::�:,�--- - , � -,, .1. ___� .1 / / _) I / � : NOR'rk CAROLINA . � -, Il � 11 ) , , v , /\Q) : .. I I - - _----r - - .= - 11%j, , �)j 0 a, � - __ . _� � �111 .11 I 11 �_r __ . , �;_ _� Z� -it I - - , � - . � ! � � . - 1 4.0 k ____1_s_ -_r- - , ��;"j �.,� /� 7- : - 1� ,i�,!i�,Nw, ip . - � . I ',; - - , 3 x � I : .1 - 494S. _�,_ I ,�� I , ,,� \ t � �\ R,;�S,,�� I %r I I I-,'- N . i � / !/ � i CALL 1 800 163-2 �-� � �, \1 - -,- _j � L� I . VAB�'-, -690, \ ---- --� i -, ,,j o -, � I.Ti � I .:., I 6 . 4�_ 1 -_ ;4- - - - 1v ( � i i � , -"..( ) I I i ii ) � /: __ :� i F . � - .__ I ", - , -'-I%- --- \ I _/. , � a- *�_ t:�* � I I I I ., I _,::� �_ ls� - _�, v I 0714 � 0 A , I 91 �1_ � I " - % -I'_ I—- la I T, :. �:Oqja�ap �" / �', ��R` RS� :�7* � ___/ ( I , "Oup .^ j \ \ - 1. I I � �� . � iry . %O � � � 1, �� - " - \ DR�_ . � ,t� � N � � __ I I � I - - . " ,,, 1 `7- � - I w I , I � CONT�ACTOR -SHALL CONTACT .. � I __ -7 1 1 '� t � N�N � ,-,�. ) \ bd - � \ \ I �� - � �-,: �N.`-�i-, \ .11 �rm,"", , � -%, I , I. ; :;;;: T 11 THE' UNI P\*.QROUNb _' �TORS 1 14� � . .1 � 11\ I &N / - , " L�_) 1 � , �b I 'i - I � �� I � . I I V�,' � V'� .41, 675t�� I I 1: . EVERY I 0 '.'DAYS FOR AN. UPDAI E " � � . . \\ Ik � co '�,_ - r i : I t& k, I ! ) rl� i�".q.":! i;�� l i __ -I � � . � � /I 0 ,_ !�� I � �`,_i�'.___,J�",_,_.e , 6 � . � - \ j\ , I ". V �, ""'; , � , , 1( , "" .... �*_ \ �_ - ,,.- Q0. � A-1 � il.i�i: - , _ ,I- I ,,- I �/ � TO UTILITY LOCATIONS. Rll,��`-Ilt'. N-1 "'� , ___ 2."N' \ R? \ I � 1. . � "N - -� / 11-1 z7!�___-_t::_ - -7 - -.7;;,� _'�, P� -1-1 / I 11 I ) �,-i�g!,�, - � ;�,5 ,3 / zz , �_ p i� , ". ... . .. �,, �\ - \\ ., , M .�C . in 1�7 11 I 11Qft . : . ____ � � %fl'0'11,i"'� 1, I-, , -� A"', I 1 Qj r " I \ I _�__ I 1, �� 11, I I - , - 1_., - - I . � I � `,,*,��,."_�.�,j 11 - 1�__ — I � � � . �*t,,_-�T lb ( i I I . -, ", - I'll I . I I — __1 .� ,, __\ _- ,__r0qi0r - — — � j -.-4- - , � I , pp � . = f:� I 4 6p _,V�zl ( I � \ � � " i <� ,� 11-11 . — — — — — — — -- � "-*--- — --z,;z — --/ � ...... ', ; � � I g!,' [ � f'I Call BEFORE you DIG! .� \ , ) �j � 'I, � (� \\ � . I . ,--A ,,, _-.1 _� --I-- -.1-5111", � . I I I ) 11 -1__;q -,/X\-\,,- ,�- ,-, �, \1 / ��__,7�� \ 111 0 1 1 -6 75-j __1 01 I I llp:f,�. \ � ,- f , - I " : � � [I I i i \ - ,Ili 0 1 ft's Th e tg - ,� " I ,�W-� � . I Ile La-, .,�A ) __ __�. , \___ 1% �'Pj� ,� A 11' 1� -2 .�N!, v I z-vI.F 0� - Im 001 � I /,- , --7-,-, � __1: 4p . I . I . i: "., �O ____ -,, I \ -/ ,'�, , \\ __ 06 -i -N- � �cl - - -- - , ) I j / ,� . w I*& - - � . (L I � � . I.- __t= - � I `�,_�__7i�71_11 I \,_� I.. �11 I 1� �Iml �I �, �1116 11 11 11 �. - ,1 �-.;-�1.- li f, W "_,41` "N ( / 1; I (O I � � _41. - .�, / � v � .F.,-7 ) � I I � 1 - \ \ " f�,',,. .11, - _�__ --� _%:).i�� - �\ -) ;.� : . _�, - . � � 11. — IRT- 9A .I- I--- ,� .. . I vt \ � � � qft, , -1-1715 "', ,.- -,-' ,,, p , * ,�` : : I �� .11� , I , I \\ , :, ,_ .-I' -,, _� , �_� / _,__�i__ \ � 1�1. \ ____� Iz * � I � ; .:: * , 1 � _', V ,��7:M'r.* � \ k� .,;�k J, / I I � 1 w44 i I --,:Z. \ \ , / 4 (n � I � % N . g,�-_----__,_� — / �.Q, LLJ , %;�?i,tii-_&-,�, .-' ,,, �� t - � .- - 0 ", ,e � I . , � g��qo ./ - ---� - __ � , - 11 : I N I �, __1111 A. vx ,17- , ,.\685-,_ __ _, ' - // IF4 0 1 1 . ___j I \ I Y* � \,;�� . ; I I "I T 0 �_ � i-11. ,,--- P; , � � I �,, _.�;_ - Z,!�,= - _::?- - ".1 111� " .1 1:1 - � � ;5; z No III , *,_`�_�"ilz " 9, �� V/ 9��' / / -- - T - U I I _ I I I 11L_ � .--Y,l _-1-Mi, �0 r ��11.1_ I . .., - , < I I 'i ..... - . _40 /I - \. ,�_ I �� I . ___ X -L. I I 1 4 jl�� - __�.'_`X ry r.� --'I- __\ I-, --AM _ 11� IC -1, 1_\ : � . ... 11, ",", I- - __ � f - - , '��,bSrllm . I �. . III, �� I / \ ", 1-1 ,� 0- ___ \ 0') / / , ,. �� - / ! I/ , tli� I / ( 0 � "' > � I 0111 � - I . /' X — , I�JVT, - �"... �_-�) � r -A, -�_, - I - --- -�!�,��, I I '%ba� - \ \, 0 \ / / 7_7 / -k :1, .,,� , . 11 C ALE - i �� GRAPHIC S IN, 0 do -Am . . � 1. , . , & -4',,,,;_� -, I / // , \ I - � I I , I �, I - -1-1 ---680" j --��, ",11- \ �- I---- CD I : " � \ \ 0 _\ _ " ", " ( k I 0 1 75' 150, 300' . 600, \\ V� 1W \ 1-1 i;,_ N - / I 11 � I&O, \' 'o- r- / , I � 11 150, . . L � :. I ,; I __1 /41 iv I-, 1-1 U V / _. �_ (N, - /, I / I 1 - 66 �� . . I � 1.1 � '. . I'. .. _ 11 I 101, . ,_ I- 'I,- 1_� I&, � \ , \ , '---.- I LO - 11� �� (1.0 0 I -:, ,� I I I � � - , %,, I - (D __\ �� X L . .1 . I I _ - 11,.�, I i __ � - --,l . I ... I.. . I - 5 1 \ i�l I . 1. �� .",4 . � I -_ �', I I 1.11 I,, 0 1 --�_ --k- --- � t, �� I Cl) I I I , ,\ I--,' 0 / � \ \ m I I— .p.- I �_"P,"e'11 . - / I ,.- 1-1 \ -el \ -) \, -.1, - XV1,(61 , , / 1-1 !:±,m , .. _ - 0 0v ,\ \ / I / -, I � I - t � , � "7 I& __',1_ -_Aa, - __�� . >, ., , _ :� ` � I '-\ �z " ,� % �,�,' "'�,, Z,j 77 W - - Igh"r- �D �?, �. I `_ . , , - :��W IN I - . I � - �� I , I � ��__ - - - - - - .---,. - g - _1 '0 I " \ - I .1, 77 . 1, I . , ��., __ " , -,N ,x I I - *1 I . I . , ,_1 ,.� %�p \ , \ , . 3*- m;�!;,.�,, _01 -, - I I - , � . I I 1 I I , f , - . '1� - - � .. ': � - I . / \ .14z�_ �W / , ,- 1�� I L� -11., .� � --- - I I _�� / / '\ �� ,,,; - �� w -s I ,4�� I , _,�._!,E .. - ___-1 '__ - , ' IN FEET ) '- -720-- — ---,,. 'I I.-, 11�1 \\ \ / \ I ____ _,__� � - �_,_�11.�i � 5.111NA 1. . _..11 ... t ) . I I — -11 -1-11 1-1 _� I \1 � , I I , el �.� , '' el 1# -1 ., I I � I \ � �� " � I �L \ , . 1:1 I �. , 1 inch = 150 ft. on? —1 - , - - __ ,� I j I'll �, /< / ; I /� � , : 1:1 - . . � 1 _�-,__ �� I :. , ; ,v \\ \ � \ L� �-t \' 11, .w !? I , N___ , . 1, �, I - '_1 . �::., ". : - I � 1. I p � , \ _ , , .... , - -, ---e_-_-__ 0 . . I - - - - - - _ �,,, I I., I �dm� 11 11 � � � , 1_11,� - r � � - � V-1iR . k.. i � � 21`_51`�`� , I 0 1 1_1� 'MSE: MAE I I ____ w wg�bl. - - - __ "\ �, �'; ., � � . I ��r� __ \ � / / '\ I -.-,, ,7,.\� , ., ./) (D I � R " : � __ a 1`11 � , 1_� 1�1 / � ; � � MOG, � - \ x \ �Li-"),�7� \ I ) . .. I — \ I / z --�iz,a�-�7� WL I — . ,�,,,�,� / 0,111. : � I \ � 40 — — I , , __ �, ( 1. . Nr I \� j In ,- - , grg rl. I ," - "I - �W` 1. �, — � z / x , ,.,.f �� . - �0 ____ 1 � BASE MAPPING I . ,6�� I I - " - - - - - - �� I \ - " , 86 -,,,--- -� . N.k `A"vt, -, , JA --' I I 11\ \ \ : "Irii'lill..", - a I - 1`� �_ . IS A COMPILATION OF INFORMATION OBTAINED FROM 11 . I /" _715-- / '4� .�,, z - -1 \ 'klr -.W�, \,,, -', 1%, &_ \ I I \ \ LQ -x \ \ � : I � ) __ — 1--f ::� \� %�_ � � - \ .ko \ - � ,V . . I � CABARUSS COUNTY GIS ANDrNCDOT UDAR TOPOGRAPHIC DATA. �', . 11 ,; �r ., . , wii� q i I I . iff I ___ � ____ ,__� L() 1,�-- � Ln I ,;,., I %, I I a \ / \ \\�\� .. I - :) C14 1 . � I ft, . 11 � 4�,'_-tftt_,_2�,, 1; . ftft L . - I . I �,,,� ____ / 1 _; - '_� '�. . ;,:� 2. PROJECT AREA IS REFERENCED BY FLOOD INSURANCE RATE MAP I I F11 _�_ _', ( �Ew -�, - _� ,--' "', �...; _\1 I '-,, ,.-/ , �,�t -�p - �)) ?� V PANEL NO.37025CO115 D, EFFECTIVE 11/2/�4, AND MAP PANEL j, .�._ , 1, I / QO Co I 11 . . msNoma III q _� - 0 - 1 -7 1 ' ,�, " 1-11 � O-) , .� ,:��,, - - I ,,,� �_, --- CID 1_____1; s " ,�, �,,,i�, , \ R_". ( � t, ,_� . . _ .1-e 0 00 , — i�,�u ho� " 41) ____ ...7. .r.. Q � I - I _,, I ,,�, � � � i ,��,,'�. -, - PROIECT � , - ( ,-- ,,�, 0 ,_� - .i pm- Q0 >A\ --,- ---, �..;i,`* � ., \ i I � � , NO. 37025CO1.10 D, EFFECTIVE NOVEMBER 2, 1994 I � It � ,g- j - , iij, -,,,, ,�c -.1 I R, ,- -- , ��t � I �� - v--- I AREA IS LOCATED IN ZONE "X" AND ZONE "A". ZO' "X" IS AREA CcB2 I d �0�_, %r �� -,,.�-, � � . NE W,_f.Frdm- -," -, 10 ��,--, I - \ - I 1. I . 1 _127��"-,.- ,� R., & I � I �� . _�&_ � , 11 _e�l "t , i�., (O / � i.,�,,,'."",r,�,�_ ) k ;Mvsl,�� , , � �. � t �12 i t�4'� OUTSIDE THE�500-YEAR � 0121__�k ___1 ,jg��,,k ,,-, - , - m / r- \ . ; I - tr) mp , , �� /,/ ) , , � 7) � , IL��' . FLOODPLAIN. ZONE "A" IS FLOODPLAIN ��j �,`,!, ,jz' '.,1---,-,,,-i,z�'!1�, vk 0611 I , '<1, I % IM % , I __ -1 /X, -,,, --,- i I � 0 - \ '.1 j:* . I ., - - -i- I , I . 1. ,;-,�.',..i',k��.,,t��.i� I . - < ....... ) J�� . - I I . � � � I-, m - �g�-,') I � 0 � ��:-- , a .1, � 6 A I . a,igvk., W,�,�, �, , � .", f / I � `11� - I-- __ , �� '_ ,p,� j&'��,** -q, � 't. , %, , __�11 / "i", , ) L / " , / I ...... �� I _ / I � - ____ NORMLICOM GACUP "B" - � -- �, \\ _j !�', -1 - � -, qP `1_1 I DETERMINED. .;. � _,N,;-, .. - � ,, ._� WHERE NO BASE FLOOD ELEVATIONS HAVE BEEN . g , .-I , ",@N. ;d -I-,' -1 -----, ,,- , � �, - , A,h� . � I I ffll.,�, 1�� / " 1. I/ __ _ ( � I _-�, I I � �13) / ,4r, � % - .(81) :1 I I 0) , � � I � / � � 3 'L �_ � .t I � ;..�� b ), 014, W `,� d ;1, T1_ - 4 � I _ '__1 - �� I t I I ,I �, - , )11,� 1, , �, . - 'a - - 5, g I -1 �Q',O',�,,e., I i0t, � I .1 �; . _"� � m, `�- - �4-) '11" ,N�_ . 04 2 ,�� , �m, / _L0 I 'i I , 4 - , , �� 1 "'�7 �, .." _ , , �� " ,�_ . . 1-11 " �_ " '.., K ( - I I I ____, , a .. // / / / ( A - �_Nv 4 1 1 . , -, � , 1— � M:_ ,� .1,, - --,- �-_) W k) �� ,.,, \ I E? �'.. ;,," — / ", .1, I 0- ,.- ,- '�- ) / --, ,// \" I , __ I I.-.11.1 1.�vr - k qu I ,�[� -/ . ,Z� \ �,6 - �- ,,ip ,_,.,,, � - :�, " � i N �,j (n I - 1�_ ,-, I \ W -- ; _� 1�1 9 ,�,,`.,;�).. 1z I , ;,A��,!' 1�. I., I .J., __ T -I ,1: - I ." - , , ,,� Q�_-, ( �1'1 P7 1 � N .. _ _;�_ 11 � I __1 , -i ,; I . 4AL, N I ;;;�� - I � , . I � i -� I .1 _. � - � . ,� -;,��', \ I __ - 0 "` \ I !-/ 17 - , #&I U 1 77 \ .,�A, — ._� I.-, (I , . . , , - I , % I 1 `1� i�sea_ 11;f"Nlk / I/ ) \ I " � . . �� - : O'� � , I i ,f � ----,�Zol - I Ll -u\=4 1. QP / ig__, \ � - " ,� \ \ � — . -,- :1 ,��W� ---\ __-3,� ,., 06�, f �� \ / 0//11` 11, - __"�,, ��.X�-?--��, ) N 1� \ . . . w Z 00 � 4�1� . . - -I_ m��, A0 I � ,-_.ft__jj . _�� ' -1 �, _ -, `��,,,,� cf- W :E 0 . - ,a- I " 1 * -) - - - —,b-, <� T. �� "I-- , - 3d _." t �. j2r" _�� i� � 1. I CLASS 2 STREAM: , �� ___ 1 47, -*' _� ') 4,�Mo",, �� ,/. / _-1, , . I "M � , / CuB2 11 - � I % j I J. I % �. N I -,a ___ - - r� " ) I / (' 63:;: ,, ,,;� IV- -'- \ \ �\, ---_. f`41. I i 7-�, -, --,, - (b � Dcm .3 DISTANCES ARE MEASURED.- -FROM ,I .1 I I � '. - I I ��o ____ ,z -- ,,_\ _\ - __1L_ I N � \ i OLOW, GROUP' Ld 0 -5 . I . � . . J I - - �_, / , ,/ " \ / I I � ,it-,_---�,�,, - U�� Z.- 0 2 0 . 0_1 -S 1-1 �,, I--- ly , 3 _j C'4 1 1 1,,- - , I THE LINE OF WREsTED VEGETATION .!O (1), ,,� �,� , \ � . I " / 7.��--,-<� L \ I , '! :� >- v) -,, , 0, , aft 1, __/ - ", _ -0.f /8-701 * a I I -L-5 -. 0 I \ \, I _,:� I - - , ___ "'.." I -, - , 11 � � ___3, . 3 - /, I -litt - a I �__,,�__,.; I � I ,5T bp 1 � I . 30 -FOOT UNDISTURBED BUFFER el., ,_� � � (q � I — a . _r � ,-- � --A ,��N,'�!, , -- ' ,1- .-Ii. I r- 10 g- - . !____:,, 'i �� ,/ *,.,R,�� -.,, -, I - ,w /' [::] ) '11i�- , , �k _10 ia ". - �- / / / ,�z --, � . - � - - I ,". � � r�111_036_ I- _- I - - �,iva I \ i , �, . 5, �_*__ `-, ,-, , .q I __ `� I 1, I I I NO -BUILD BUFFER . . . ____ I �, / I ,_ n is �! '� I 1. I I 1-lif , <D1_1 __ -.., I-, _-gp-g�. '�r - I— F- LIJ . -, "', I-- _,*,��_" - r - r. __, . — �;.,� -, L . '-I �'. � 41 ., (CI(O \ 7k "I `_`1 *' "; 15 ., -- __ 0 0 Z V,n�� ff r,%Oi&�71MT --_ _N11,A! ,_1_-1.`r.11-.._. . � 1. - 2 I I a @ .. .\ .- e/1- I---- 111. �) w j,_j 1) � V �', , \ ,�-- - - — , lilmkl / I b I � � t'��'-,'�'-,-g_� '�_ � -:L,h I-- - ____ �_ (�\ (0(0 - - , , `�' . I 0 � __ I 1� �, - -, (b : \\ 41W - ---1 , �/ , . a , -,,-� v;c - , -RVI1 ,� - _11, - , % - t i N. ,;,_ \' A I I (NO IMPE OUS SURFACE ALLOVVED � 0 �:,R `__.� - . /�W , � I.-- 'I _____ 61 � L'N .I,LI, Uj UJI L � ` "L�,,��i,�,,��l.,r,,.,�.,�l',�lI -_ -_ I - - L I 1� -,,'-, I kr i I 91-m-, 0 ,ZD Uj 11i: . -i�-",�:�'ll��i'��"li�ILI--i;l�� ,vk.�?,!,;,_.-- "I L , . - . - '\, __� j (__� " L Ik i .1, , - ., �`�11_p 0 � - -, Z b - ____1 -,-%.41 L'Z " WTHIN THIS ZONE) 11� � 4 , , �_ // -41 - I- I'll � , / I/ � __�_ I,--,- 1. 3& 11� -7- ,-,N, , d 6 <:L - L 10- ? � \ 'D � — . I, .11, - ", , I V \ � ,-,,�� , S, -,, -,/ - 2 w -N ,5,� 'D I — �% \ ( - I - %0 N� -1, N \0 ,A , �/- ____ � . � �`Itl�.�.,�PL . L (n < �_ 0 i fill I � : -- � . _� \ J,� 1�L,r_ I- - .. I � _� I-,-,-- - � j - -,J; ---__ . I UJI m Q < �` ,.4� �w�-r "I _�;, .., - 1,11,"111'"I'�l.".1N.� �_ �, . - , �`, - _. ," ,/ ," - . \ � L a_ a- CA n En gn -�� \ -;;,�;, _16v , ��,,._R,k-. --_ N.. \ \ - __ I ,� ,J., I [1- .�, � �, 111 -- ".., ,_ - - �'i - IN \ 11-11 - ,� , 11 ml ., ,T __ �_'�_- j - - - ,-, I--- - I a � 111- . I . . \ C�l 11 � , _,"', , .9 a �� N�\, a � . I - N � \0, q q . L I _,R1_,. I . I �,*__,P"-'� :1, _�/ , `kT�,Z_N"-,z.,!� \ _� I _f �_ Lj,�- -.r_e, - _. I 11 3�_ - � - .. I U-) L 11; __z - ,, . !, -1, 11 91 0. p . ,�/ , \1� ., __ — 0 - __ _/ __ -_ . _.1._, .:� i I , ,-"* - ,L__.,� I �� , --Zml: ., - �.:,m tc_ wa� OAS __�. ,L ,,.,, , � . I - �_, ... - - - �, ow�_- �, _.�_, - , r-_ ; I I , - I , 4(:�- -, �_ 1:- ". .1 ..... . � � - RIP.= '6- w � Q:7 L MNV� \ ,� - Fa ; I �% �_ - F � I L I _\ ;:,.- �'5'_'��it,�,',,��,,q. . , ' : ,,- - `-.��_�L_Y�'L � . — " �� , I VAD L\ � \� . , __/ , , , p ) n._ .. ", , I I I � I � . ,� L.:','L-'' i. L \_ '� _11-1. I � It " 'L �_ � / / / 1-11) I ;L I �� y "a--/ __1 � \ �/3 L AL, I , ',L �'L � .. > ,,, , A 1, , L L/ �_ ]U-_,-;.' I \ \ �� J� . .. - .. I � I . 6;�� L L. -,- 1 'LL., ,., L . )"', - L_Lj % 46 1� I 61 .,J"_D,k -A-.IF . ' 1. _ - N', -�_ ,,, 4, , AN� ii�� , � -_ Ili . ! .. I __� . \ , ��-i � I L _ / A \ I __ - L � A �, , /,/// I i I I -t, I , � ),�/, _� L & _ i�� - a�%: 71 �\_, I __� - �._ _,; " , I ID 0 - 111� I L . .: L ,:.'. 01C�T.21 � , \ L - 0 �1 , I., .1 � 'jq - � . 'L // r j C), 00-0 161_1�'t�:011.J� � 1-1 0 L ,I, , , .r" .....�� & - � . . .L ' 'L : � � — I -� - - , , �z L L, � j 7 . ,�§ & \ a a � f - LL ' . �; .- XL- : I — )"�, � � ;-% * IM i�, a & w \ & A \ t .� � I __� , �?o _11:N:�_ I - .I"' I'll ... �.4� �_ . ..'� , . ., -f'r � I IN, i — /// 'k . . t, I � � .� I .11 .. vr�, , � ' ':Z�m��, - — — 'L � , r'� -�_ "I a_ I — j m�,n,�vv, , N 1)_� . 9 � - : r"_� gc',� , , _ !�,N,:�'F_. , I - 0 , ", ,; 0 ..0,1,7 L... : , '_ `�_� LL 1\ . _ . �, , ., I I � - I : DELINEATED WETLAND: - � ,_� "? 5A / c\A � ,a q, \\) I :: ,_'i .--:- - .,;", 1, 2 � \_ 0� 7� 7�4e I _ I � �, - �W \ % _._�: . . � . , - ,��. _ :, L �: - = -!-,,A Z-6 0) 117 � I e Lj . r_ I ) , I %. :�` , 1. I , 4 .. ,- L L 0___, L - L . I , . \\ ,-, -�, - . r-y-y-ev�e- , (0 . -r V . \ �� 7 '-,10, 4-- TV 0 ��/ & - ��;'� _' : I f _�,_ I , I , N', --, - 1�� _.,EDL.ON PLAN I_Q Ak . g ",..L. _:::6 1 . L I . . . 0/ a a , " ,\-- 't �� I jn \ I \,\ _ I �N LAN . ,� , - � . L DEU I �,___ � I � -:! � -_ � AREA JNDICA . , a & _� ) , / N - I . - I L � E�A I L , I- L ,,7L.ML Jot_r . 0. L L: - �L � � . .%��;� ',�L.�_� �L .. LAE7 , - — - I I L " ' ' '_ j - - r__ I ... . " � , ", \ = I L I - �L,/: 11 . L � V, 'L . � I ,L. 1� . L I \ FL � . : . : ARMY�`CQRPS-10.. �_ 1� \ I I �X% , ( - \ \ 1 , I IN 0 ER . M_D "-, V s z --/70 1 . . - 1-1 _ -g� � I& 'I L 63 ,'� , 'N � i : 41� � ,� I , 5 I __ ff, � ,.. * \ - .L,q ., ,A `H -!��Vk4k.p , L , PL 1. I , , DIC LT . A' _MIL . � . x � � L _'TH _, ,S,.,, L zy - � I �.'.' ' ,.. i , L I . L , E�"U; :, L ' " TR 95 _ : ? � r. A -"_-L.;' tq .. �� . .- L�, , I ' 1, . _.VL . - "A _m I "\ 11 I , � W'' , "' - L 'L I , (* X / 17'1:� I/ , - , �_ I , :U 0',�,2 �, � L N__, L . 1-1 - - � -ENGIN ," NGTON�L DIS' ICT. - ... - - ) \�_ I - f - - 11 P', . 11 L t ,rmn,,;-.,o_:�,.. L I I , _ - & I L, (M. I I �, __Ic . , � EERS �: .%MW ., - - � %.�e� I I I . . ,. P A�SA L . . I - I .% . I-V . " 1: L . �,� 1: '1� 1_.7z__ L I � ..., I L . . 7 ) , I " I I \ I L", 'j ag / � ,�, I L ) \ I I : L I ... z R � �0 j I I \ � I ,_ I w 7 1 , (0 PERMIT - ACMON: � 10: 1_�, I �. " / / C14 4 pL ... : - . '�L'� '�Lb � "',:�'( % , - _`�r_� "' _g LL _� - I , SIZI. � L 0 : L - " _,� - __1 I . _� i : �. ,4 1, CA. ) , " �_� a 11 \ I � . --- I , , , 'L, �, L, I S� .... .. . L-: ---LM , I ��_P, - _.. �, I I . \ _� ; . -W 00 � LL. 1. LCM . ''( , . . ... � ..;,,�_ - I L N , N! ____11 r , ,'"", � C, t L, I ,�_,_ , � -, . . *'- *--O- &-\ ,� . 4 �"L . USGS LONCORD ) ��) �� i:./. ?,�i!�,_ IN I I 0 ., * AD.. L C _ ., , . ,� Z . �� . I I I L �*'� .. \ I I . , , y.. , . . : 1\ . . .. . . L _ LLLLL .1 . ,X,�o ---, _` ` ) � ". - "IR"'. L 7,\ LL I # p;�q V _ L�, �, I , L ::,QU ,1 L � I/ - .L: .- f ,\ L 'w, \ 1'�__. . L z L L . I . I I 'L .1. � - , , � � 00 \, \,', , �_ IL I , - . m L L b. ;.�L . , I I I I " , I , j / 1, -6 , , - I ; - - .. I L - Efit� � C5 ( -,- � / (cl- ) 1� L �11 I, — . _� . , 'Q moN � 61 I , _ � - L , MOD m f� X \ . ��. bi.� � � �\ L . �N � . 1. \ I . . , . IR.v 3 _ M L SL. L,,' 11 _7"k _�,� , �� L I I , , �L i/ ' , " r ____1 ,> L L I I j �, '�:� , (:�b -, ,� \ � I ! I . ,z / I x E6 \ ' L -A_PP.UtABLE'LAw- SECTIlow-404 �O \ _,_�_ %�,\ iff" \ ) \ , " N L __ -*"- 0 - � I'll- �_ , I __ 19 & ,� _`` /'-",% \ : . __ - = � ----I- " (" �', '� �,� , j '_ L - L -11 - If - - I I I ��, � - .. L Q� _101 � -�, . , , - I � ,,."�� , 1. ) * "'L - . . I -7- LL L , I h- "I 4�_, 1 1\ 7 . , --- �1� L�.71,1,1�11'1-'11 / , 1�11 ,.. .. v-11- , 'I "tAK�."WaU;'t, , L Y,14. . _�,,� - ) � .1 LL -.,,_-�z, � � ,. ,,,,_�_,� , �i. I A I I � OSC L, 1 344) i , 'O'�, 1__� _ __ . _ \ � _:_ 0 ' ". " _W�! ."�L,�r'.j�� I I X VIE -ft- - � _� ., ,_,2_ . OUP 11 C . L .:," I L I . .. OLOW W , , , I � t�, I - I . - 0 . I.,� f ! ��.;_ � L . � - * _ � L �. I LZ 'L L . � I . . I . -�PF .1 , \1 11 I \I -N, . _ 11 I. L :� NATI VADEVERMIT NUMBER: 31 / -/ . '' � ___ - / _ _ . � _ �L L L : � , - ;`�'\ L . _N . � I 1 �',.:�,'_,.,----�7- / CuB2 - � , - I ,O L . , " � I . "� , .. L , _�,D,L� ,_ / I . � .,.---,�- , , . \ �4 . � �L C/ \� i X I? I !!�_* .. : I . L : ,. 0 - I., ' � .1� N� 'L 31 - I .. / 41 \ `-----" . \ N \6 , �4m L I I _1 - - 'L I _ . A - L ,L �:_ ,L, \�,\ � � L � I .1� L I L L I.. . 0 11 . . I I 11. - IL " ` - I . � I . � t�� .1 �, 'L: I 1,1�1 , _,".''., '6�� - \ t�_. ",�\ I , 11 h`�`V;�'"41�.. ��" .1. . I L 1. . -p �". '�S \1, 1. ) "OLI Ow Q90up,ac �L_"�C).��L � \ I � L - j , L . 1ERM1,Mi.,.,.. PEEDWAY: N I / 1_�_ \ ,:� I ,; 6 "" ' ' " ' ' "' � I \ /' - ,.. L;M S L *LIf4C.jNW 69��, lb / I , � L 0 � TORSPORT. L 39,L , I (I / :� � "L." 11 0 - \ L I � 3 _ � L L6SP I I IN _S'% "L j '.:' n I 'U.7 - L __-, 1, / , , \ I � \\ . � . ` . 1 _ T ' _-� .N.' I , I L, L, 'A . . .y - - - - ' �'#L I I I K � L 5L L : �!. H , . ./SOU NTERN _1 , 11�p ,��,�'. L'�L U, E."': "'�e� !g -i',, I �: . L IW:CE _ . il.. .-Ili�- I 0 1 1 '%- %; L_1� . � , 11 �. 11 �_,L -ItIM.0 11 , - � L L I 0 7 L L I _ L - �� -1 , . 'L _,R L L' I '-Y\ �Ir I I 1; " I , �: - - - L \ L L � : - __,k, LL " --.,t "'.L �,2.!�011� L - L t, :��.k - I , . - � � `;7 . - �N'j'& . . _, t)11, t,z - .. (0 L " , �. � lt�,.'�.�',�& L : � . C- CORPQ � NC _:�� I 1111 � / . . I 1(� ... �".' L � I,, ,%. � JL I I L "� L � � iti-L % I . \ 0 .. �� 7- 1. I . L. . , L L, '. ;%,� ,Lj., - , . 1, � .... L L _ . _ � 7p, \1 I "Ok.R. - �V L - .: , L . �L � L' I . _� . X �� *�� F .6 1,,.,.�� !" , . . I I L .. C ) t �-( \. � ,� - 10 k I \__� _ L M �1, K L - I, � _ . L � I L SSUED. APRIL 25, - I . �1_ I . i !__ �L� L N_ _'l R��_ �, , �',, I . �.. �T LL. PERMIT � h . : 1, ID \ / I I :. L LL ,�'Ilj;�js, : ,.�': \ . , . Im , �i , " � .. 4 I I I 1.1/ 0-�,,-� \ .1 . . . . . , - 1. � '''. �' ". -- _1,1;g��.- . � 11 . L.. 1; .� IFff ,.- -, LO) " � � . 7�4 't I.. 0 3 �dmL . - -P I " , W � ",� I . Ll �:��L �"L ) :,DA E I .'!Z,L _ \ / .� f " .0.111 ,�,��:, I " "', -! i---, �, � � , I - , . j � L � I , _.- I _.,�'A .. I � ,.. , ..: z 0 - � 1L 1. I L I \ .. - / L L LL . . . � ,11,"�,� . I - L I j L . � L S' 1 1:�# ILI - --,-�, I 1:, - L I � �.:. ': I I __ . L ' L � ..,JM _L BEEN - L� 11.', -L . V - x . '11" �""'��'!"�."'�L , � . . I,-",- � I . L: 1 L'�' I I ".. � ,& L� ,w ;_. . 1: )IRBANCE"HA L f / \ , �� , ,",`�W, L" . 1! �,,�O,,� I j' LL. Z . I �. 1�__ -1,," `il'�i7� L; . . . . . -_ L , . L, �, I �� L . \ % / .-, .. - __1 - ��S - -m, 4 `� �M_ , ,L: , 11 - �, . �� --� Q ' L . L , , 11 L �- " " � . I 'I r r I _, I - j j,- ' I L. 'A 11 I - -11 ��,.��-"', . I ,�, - , � " - "� "I". "L 0 , - L � L, , - " \��",'�j L � L " , � .. _, 1\"%L.1� L ... K�11 "" , �' q �� L �,IjiiAtEk_iw 1, ,%"k��_ �1� T \r �' _, . - W. . � _;y :� '-' � ` � �' 4 .- N_I�il L owoi�o _, �_ . ,w ,-,... \ - � - ., 11 'm I L .. B 4 \ - % -!"�_ I OL L [H,45,1 , \�� \ L' .,.,' - - . . ;,- ; L 'L ,Z, � . - L 1 "' .L - � - 11 L I �. .1 . I . , ' IL :� � ALITY. L 0 L, IN, ,�,""'qM ,�, I I L \\ 1_)�r \`,�r`ja,M; �� Nlli'�`Ii,iluil I L L � ' L I - I , . - � L 'EFERENCEh . -, - , � , Al ) " 2 ,� \ IT, %�, *" 0 E ,. ., I I.. L L g L I . _�p - .. I of � L ' LL I L \ N_ A, .1 I S? * � . L APPROVE 'r*BY�711`11E ON-�OF .., j I ILI" - L, / \\< \ .; L. ' ; L. .,#' j. f z:11 I ��"W' L L ,/;p -v -_��e \ / '^', __ �A!,,S " r1.`.12_11!;1,&1 `7 .e _!,��\ � * L I / ,\ - � , , I ",."-'p�,"�,�"L,Le".., S , L _ _-L -1851 V2 �-6 5 , ill#, / .'I r \ - \ 10 . ,,� _\ 11 . 1'_'%_�!�., - "; Ld 1) '_-- _ t ` ,, ,- .) 0. . 10 ,L L (5) rN / I - ,`Ji.-,��;".t, " ( w __ CABA L RRUS�';C , OUNTY / jiffil - \\\ e &-L� / " ,,,�% v �, J - \ `!`,-`,i,2�,--a� "'�" W L� R _ - � \ � ,_ I - - .L., ' " " " 0: DW# 07 j I ?, 1:5;_ � ., L (D \ / � . I , /x 1� 1�".-�.�6, _' I __', - , h,b..V�AC I ;11 - I I z �. P, . L�L * I WA ALI Q> 0) . \ V " , -11 :��& �\ - \ I �11"`.-, '1� ) \ i \ - ` " . :) AP " IL I OF 40 TER QU TY I I . , � 3 I ,�,1'1"1,',",,._ C) ft I /((0 I � d6 - " ,,f -1 ,".& I, � -1 dERTimexhoN � vATH ADD11IONAL LL 0 / , to�, \\ I , I � 6� ,��, I � " A I lj� 1-1 ip C� , - �r , NL I x "..�L01IN"I"..� 0 0 , :�6 , P,- \. '',��,-,'�,*!.,,--�"! . ��,-,i�`.',� � , -, , , 8 V . � - .1 - ` , :2 3 CONDITIONS 0- �) /�- . 6 ,, __11_1z / / " LLL i\N I / ) �� "' - 0,-' L "',-.2 7 ""," , a _*_ `e� . j I -_-"�__` . '1� - - - � � _X��, - I ___ �- ./ �) , - � , ,� ---o !I, / � lr',,�, (O i�'.,. � 0 ". ,", v , ,'g, .,,�ltp, �-,._ \ , , �-- -` - , -� "_,�" ", �, - _ Z � -_ � ,�, , - `* , , __� .-,,, ,-,,.,','i.`? 3 PROJECT COVERED BY WATER 0 -__ r . � , / , Iiij 1_75 4-m . "',.,., - 'L :1�1 ", :� � -* , ,?� ; ��, / / �/ \ " W U) .- , 11 11 >\ 0,1-.- -1, /� Uj 7 . / I _� ,�, , �'�:.,',L_-, - 31 ) I NUMBER 3705 __/ 0 "� "'5'.' �'* �' �'�q\. / "_ � :2 .1 _1 - V .�__ . _ - - "'_� � - - ,.-,i.--".-..-",--,��i��-,--�",--..�.--�.7-�"7--,,,----"�.."".��,��----�-�� -`-� '. - � I __ 0 1 1 (b , _.", - - _," QUALITY GENERAL CERTIFICATION 0 , � __ / � - , .. _. ,� _ _�__ - - .,; __ - - - _ _1� . 1_� "--7� .... .. Z - _j 0 , .,(�.__ \ // ,%,,�;tii, �, _j , -, .- . _ -, - �__,_ ,, .. __ I / - _ � - - - .; �, ", ... I �r 41 1 ....� / 11 :. / %, � , . , \ ��`-:,---; -.,, i Reference: 0 / I r / X _,� ,,'� ',�� , - , " / . I ,� - 3. - I e \ X ,...,-,.��',i, ,-, D " http; //lh2o.enr.state.ne.us/�ewetlands -1 900 / I Z�`� " L" ' I/ I . %11 \ 1: "I ,' � 0 , � \/' -�.,T""�k �. ,,�'!�T�� , fl , . j - , � '� I '; I � I I D / LL ' - ,,� / L�-_ �� . - Ij 11 I 1-1 , �\ - \ 1. // _: L D i / � � -;� "��L ��, - I / __-L �� . , "';', A . , . ;��,,,,;�,,_� , - I L�. 1. I 1. . r) - �_ - I � - '\� ,v � _� \/ / - A I . , \ \ - � 71 / . . / -1 I - — - — - - ______ - __ --- —1 ____________ --- __ I - --------- — __ _____ ____ ___ - - - ____ , _____ __ — _________ `` \ f \ W I_ - V CL Cn 0 co to C:); C) 0 U) C? W C) ��l CT '(7- SPEEDWAY 8L v 4600 0) 1�j OAD < SITE < iN V) CABARRUS CO. z MECKL-ENBURG CO, \vV El z > V K" I N . ......... ITY MAP LEKWND cl� Lli C_ z Z Nrj'FE, NOT ALL ITF-MS SHOWN IN LEGE,qD MAY SHOW LN PLA NS 'fig Lj EXISTINU PAVE,'viEN ikAJOR C 01 N'I r UR E' F tz. r C L.......... I- T t., < < L T E L POS 4 R 'no One—i -1 15, L N o r o I -ate m NORTH CAROLINA )A:fS BEFORE _p AF UNDERGROUND LOCATORZ� C '-8 39-4949 ALL 1 SHALL C( ONTRAcrop 1 NDER THE K, PEP, fit: UPDATE OuNF ATORS F Lo EVERY 10 DAS FOR AN To UTILITY LOCATIONS. Ccj'l BEFORc' you DIGI 0 tr. �7 "It's The Low"' z V) C) Lij "7\ POST— DEVELOPMENT UNAINAGE AREA= 2, 9 9AC. AREA 3, 4- -,AC,. < _4 lu �IJUTPAL' #1A E GRAPHIC SCAL,E :PT 7 1 LOP -M Tqt - 10' 1,50' 0 5' 11 300' 600' TO OUTFALL BA� N 1 B % \N N� Nl� ONN -111, 1 k\� :l%\N _1 \R!, x 11� ? g . \ .11 K x N m N M OR ll§ 3 ) -M 1 inch 1511 ft. N, IN FEET 'M K, A <i NNC x N g g\-, �X ,, — , @�, gg\ a RE g SRI, 21 'g, "M z M "M IV "S N NN IF g, a A'S al g\� I , kag 112 TO L X i N\ "A' g M 4 Is a W v # VON g X v A N x 11\01", "W & LO N gn, W- gffw aff, 110 N I N \ 1� 0 _j 4 qq� J r lZ 0 V) /�-ll 4; V WAJ _7 r7llm "Ja/ Z Uj 0 Uj Ly < 0 z __5 0 < �l M_75411W rjUL:)g-_ T rb I z :2 > NA q. LJ Z Z J \& L -e _j U.J N. 00 (A < F- X� 7 C (L If N V (,?2 A�f� _M, \Z i I rl li 1��, �. _ �. � 1 �,k� g\, N" A V \NN 71�_ WN F v 0 2�' or. Yr g 'A /Y V \1 �jl� P-1 \11 Nx q�7 N, N\1 IN, I X\ C < (4 Vl\� N(� \V, XX 'Co J� v 0 1A U� Z' -pm N I p V� 'N "Ilf 71 Y5 711�1 NN\ V 0 7' 101:Q� Nl� N < 11�0 x A r N, n z N, N. 7\ "-A I N, R 9., Ld f X NN, T AV z C) of 'N, 1w, 0 0 0 Z, L �405 '40 0 I . _- -- - AREAA RE'REQURED(-SEESOIL DQWNS�REAW LINE�/STRUCTURES If/ `. 775 RIM 688 INV IN 673.1� INV OUT 672.97 ' ` ^ \ \ \ \ \ \ \ /'~\ ' E L 664'.2y6 ' - ^ � �� WITHSTRUC 7' lar._' � |] ` F -POND PR- - ' 8V��3��N� ��|[� .'^_`. ~.,^~ PROFILE ^-^- Vk6 5p \ TOP/OF BERM�PRAPA9RON'�� H# REFER TO DETAIL / SOMM. EL. 653.00 NON NOTA A MTL 3kq 1 EUEV 664.00' \ STRUCT. ALUMINUM ACCESS STEPS 8".:DIP:,,EMERGENCY DRAIN /-WITH GATE VALVE `48-: RCP W/0-RINGSINV EL 653.00 PRIOR TO EMPLOYING PROPOSED WETPOND, ALL SEDIMENT FROM EROSION CONTROL PHASE SHOULD BE REMOVED TO ENSURE PROPER FUNCTIONING OF PROPOSED WETPOND AS DESIGNED INSTALL TEMPORARY SKIMMER AT STRUCTURE BOTTOM TO BE REMOVED WHEN SITE IS STABILIZED AND REPLACED WITH DIP EMERGENCY DRAIN, SEE EROSION CONTROL DETAILS LITTORAL SHELF W1 WETLAND PLANTINGS, 10' MIN, WIDTH EMERGENCY WEIR IF USED EMBANKMENT 6" AS RCP OUTLET PIPE PEI 10.1 SLOZ ANTI -SEEP 7' ANT -FLOTATION PAD / �_-BACK OF RE� LvCK,Eu AT /vc OF /w:` o,vrc MAIN POND STRUCTURE�� PERMANENT POOL | L7" WATER QUALITY 0[BRCE WATER QUALITY ORIFICE DETAIL CONCRETE HEADWALL AT OUTLET LLJ Lo fir ALI INLETS MUST BE INSCRIBED WITH IF H LAI LLJ LOGO AND READ, "'IDUMP NO WASTE, GEOTECHNI,CAL SPECIFICATION FOR DAM CONSTRUCTION: ow m 1 A. MINIMUM OF ONE (1) IN-PLACE DENSITY TEST SHOULD BE PERFORMED IN | ACCORDANCE WITH ASTM D_ 1556 . FOR EACH 2500 SF OF LIFT AREA WITH A MINIMUM .v, W"=S.'°^R~' IMPROPER COMPACTION MAY RESULT IN PREMATURE w Z DETERIO71A N OF -THE EMBANKMENT, AREA AND/OR DIFFERENTIAL SETTLEMENTOF Ii ,SfEE,GEOTECONICAL: REPORT FOR MORE DETAILED SPECIFICATIONS � ''o Of z >- E 2, FILL P.LACED :W*ITHIN,THE CONSTRUCT D.:DAM EMBANKMENTS SHOULD BE < co COMPAC71 ED TO A MINIMUM OF 95 PERCENT, OF THE MAXIMUM DRY DENSITY AS . N DETERMINED BY AS T M D-698 (STANDARD PROCTOR). ALL FILL PLA CED W ITHIN THE � vr,os ONE , HE u. SHOULD BE COMPACTED TO A MINIMUM OF 98 P ERCEN! OF THE m*mmmw mmv DENSITY AS DETERMINED By-.ASTMPROCTOR). ALL RLL MATERIAL' z -�� 5 uzc ��0 u � u THE TIME OF THE PLACEM.ENT SHOULD BE. WITHIN +3 PERCENT OF THE OPTIMUM MOISTURE CONTENT AS. ESTA6;_JSHED BY THE STANDARD PROCTOR TEST, SEE GEOTECHNICAL REPORT FOR. MORE:w DETAILED SPECIFICATIONS RELATING TO THE SELECTION AND PLACEMENT OF STRUCTURAL FILL, 3. ALL FILL TO BE UTILIZED AT THE.SITE SHOULD BE SELECTED ON THE BASIS F ITS PLASTICITY CHARACTERISTICS AND LABORATORY COMPACTIONJEST& ON-SITE SOILS WHICH ARE FOUND TO CONTAIN DELETERIOUS MATERIAL, INCLUDING ORGANICS AND TOPSOIL, SHOULD NOT BE U.:,ED AS STRUCTURAL FILL FOR THE SUPPORT OF STRUCTURES OR PAVEMENT, THE CORE MATERIAL SHOULD HAVE A USCS CLASSIF . ICATION OF MH, CH, CL, OR ML, PRIOR TO EXCAVATION THE CONTRACTOR SHOULD HAVE THE CORE TRENCH MATERIAL TESTED AND APPROVED BY THE GEOTHECHNICAL ENGINEER. --FHIS TESTING SHOULD INCLUDE DOUBLE HYDROMETER TESTING TO ENSURE THAT THE SOILS ARE NOT DISPERSIVE IN NATURE. 4, CONTRACTOR TO COORDINATE: CONSTRUCTION OF -DAMS WITH A GEOTECHNICAL FIRM Lau EXPERIENCED IN FIELD TESTING SERVICES FOR EARTHEN DAM CONSTRUCTION. SPECIFICATIONS GIVEN ON THESE PLANS PARE RECOMMENDATIONS ONLY. REFER 0 GEOTECHNICAL REPORT FOR ADDITIONAL SPECIFICATIONS, 5, ALL FILL MAT I ERIAL USED FOR CONSTRUC co ,TION OF DAM "ORE AND EMBANKMENTS TO 13E INSPECTED AND APPROVED 13Y THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMEIMI. @uwa. Lo fir ALI INLETS MUST BE INSCRIBED WITH IF H LOGO AND READ, "'IDUMP NO WASTE, GEOTECHNI,CAL SPECIFICATION FOR DAM CONSTRUCTION: ow m 1 A. MINIMUM OF ONE (1) IN-PLACE DENSITY TEST SHOULD BE PERFORMED IN 00 ACCORDANCE WITH ASTM D_ 1556 . FOR EACH 2500 SF OF LIFT AREA WITH A MINIMUM .v, W"=S.'°^R~' IMPROPER COMPACTION MAY RESULT IN PREMATURE w Z DETERIO71A N OF -THE EMBANKMENT, AREA AND/OR DIFFERENTIAL SETTLEMENTOF Ii ,SfEE,GEOTECONICAL: REPORT FOR MORE DETAILED SPECIFICATIONS ''o SELECTION AND:: P W-EMENT OF STRUCTURAL FILL. z >- E 2, FILL P.LACED :W*ITHIN,THE CONSTRUCT D.:DAM EMBANKMENTS SHOULD BE < co COMPAC71 ED TO A MINIMUM OF 95 PERCENT, OF THE MAXIMUM DRY DENSITY AS N DETERMINED BY AS T M D-698 (STANDARD PROCTOR). ALL FILL PLA CED W ITHIN THE lu vr,os ONE , HE u. SHOULD BE COMPACTED TO A MINIMUM OF 98 P ERCEN! OF THE m*mmmw mmv DENSITY AS DETERMINED By-.ASTMPROCTOR). ALL RLL MATERIAL' SHOULD BE PLACED AND MECHANICALLY IN UNIFORM LIFTS NOT EXCEEDING ` THE TIME OF THE PLACEM.ENT SHOULD BE. WITHIN +3 PERCENT OF THE OPTIMUM MOISTURE CONTENT AS. ESTA6;_JSHED BY THE STANDARD PROCTOR TEST, SEE GEOTECHNICAL REPORT FOR. MORE:w DETAILED SPECIFICATIONS RELATING TO THE SELECTION AND PLACEMENT OF STRUCTURAL FILL, 3. ALL FILL TO BE UTILIZED AT THE.SITE SHOULD BE SELECTED ON THE BASIS F ITS PLASTICITY CHARACTERISTICS AND LABORATORY COMPACTIONJEST& ON-SITE SOILS WHICH ARE FOUND TO CONTAIN DELETERIOUS MATERIAL, INCLUDING ORGANICS AND TOPSOIL, SHOULD NOT BE U.:,ED AS STRUCTURAL FILL FOR THE SUPPORT OF STRUCTURES OR PAVEMENT, THE CORE MATERIAL SHOULD HAVE A USCS CLASSIF . ICATION OF MH, CH, CL, OR ML, PRIOR TO EXCAVATION THE CONTRACTOR SHOULD HAVE THE CORE TRENCH MATERIAL TESTED AND APPROVED BY THE GEOTHECHNICAL ENGINEER. --FHIS TESTING SHOULD INCLUDE DOUBLE HYDROMETER TESTING TO ENSURE THAT THE SOILS ARE NOT DISPERSIVE IN NATURE. 4, CONTRACTOR TO COORDINATE: CONSTRUCTION OF -DAMS WITH A GEOTECHNICAL FIRM Lau EXPERIENCED IN FIELD TESTING SERVICES FOR EARTHEN DAM CONSTRUCTION. SPECIFICATIONS GIVEN ON THESE PLANS PARE RECOMMENDATIONS ONLY. REFER 0 GEOTECHNICAL REPORT FOR ADDITIONAL SPECIFICATIONS, 5, ALL FILL MAT I ERIAL USED FOR CONSTRUC co ,TION OF DAM "ORE AND EMBANKMENTS TO 13E INSPECTED AND APPROVED 13Y THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMEIMI. @uwa. fir ALI INLETS MUST BE INSCRIBED WITH IF H LOGO AND READ, "'IDUMP NO WASTE, DRAINS TO STREAM" OR EQUIVALENT 0 m (�T)�T�l�T� ��T�0. GRAPHIC ^,`^�`^'�. ( lN FEET ) l :nnh - 40 ft, 71 11 r ei jv I SPEEDWAY BLVD, up/ te \\\11& 0)1 W (IV A A 0 \e MOREHEAD SITE CABARRUS CO. N111 MECKLENBURG CO. lit s � �_ _ _ — �-- - I � ; ' ! I I i �' i 1` I' ' } �; ,�:� ; � + I i `� t, I�il�+ll •: VICINITY MAP C14 v i it t ve, ei /H8 v`\ T. sm RI6525 L it INV IN ro6.25/ NV OUT 540/06 LA OWX�\ CD Ii lit N e t 1255F311 i . ... .. . .. V PRIOR.� TO EMPLDYIN�-!. PROPPSITED'i Nif k. . I " , \ ALL SEDIMENT FROM ERPSION C N t, '117 11 1, 1 " 4A 0, SMH SH,011i L ROPER FUNCTIONING OP -'ll RIM 6�58 F 0 ' RP ei A 40 A� IbESIGNLED 01S —I N�L_ IjN 1 �4 INV OUT 6,31.04 Z 0 0 _811 OF /72 RillIp @1 _0�4X t t 72'- RCP 1@1 49 it R-1 Ill 634.�'QQ INV IN- 626.6 U 6� X or T" V.) JV, OUiv -10' 1 ITTARAL/ SHE N I J 01; \01 FQRF_BA"( > 7 V Noi 1�x tj A, Jr i i. 3— N, 11 N, Ni 0 N All 57 PERMANENN x —P -00C El EV/' 626.50 t 10 L SH A ' LITI E6 i NNN TOP m. BL'fzm \ _Eli tW- .-uu COL; 'OUTLET _ST-RU1,TURE AICD--Rep'11 lit 57 0 -0-TILET PIPE D v 7 _7 V VS 57 RIPRAP APRON Y DE REFER TQ_ B -rAIL 7 D SOIL PAKAMU:U<5 CONCRETE OUTLET STRUCTURE- 80% TRUCTURE80% SAND RIP: -RAP.- BERM 20.v-. ORGANICS:- (PLAY -CONTENT .0%,iiiiI5 AN �W-IR" LITTORAL SHELF W/ WETLAND D �RAP INVERTED. -WATER INFILTRATION 'IN C TION -RATE. /k0UR:j-1,0 PREFERRED PLANTINGS, 10' MIN. WIDTH 50 YM-EVIENT QUALITY-, :ORIFICE. % A� 57- _MIR�::'DEPTH pH '5.5 71� .0 - "-' - ::EVENT;, , _, -ED: THIS SIDE LOCATED, P -INDEX 10 rr ..30 / \. 17P, ri EL B31.'94 10 -YR -WATER SURFACE 10`' WIDE VEGETATED SHELF 3 IF EMERGENCY WEIR IF USED \EMBANKMENT RCP OUTLET PIPE ANTI -SEEP n rt COLLARS U ZANTI -FLOTATION PAD BACK OF OUTLET STRUCTURE LOCATED AT TOE OF 101.SLOPE MAIN POND PERMANE STRUCTURE --i 9" WATER QUALITY ORIFICE I I VVATER QUALITY ORIFICE DETAIL. 0 CONCRETE HEADWALL AT OUTLET OW w ON U) V) < uj ]i Z V) I z 0 y 100, m O< Lz oz 0 0 ce uj Ln z v) LJ Z v 0 OIN 1 ;77 7LOol —01 tg PERMANENTPOOL M L EL. 62650 -7: -------_--- — — — — — ----------______--_- 20 -------------20 LF OF 6" DIP:..EMERGEN 7) DRAIN WITH GATE VALVESOLID FILL GROUT/C, WORETE Al Ax Z - - - - - - - ------------------------ - - - - i �_F�_12; �;. 1. . "iuj 0- 1111 u - - - - - - - - - - - - - - - - -041 POND BOTTOM- EL. MUM SO > (n SEDIMENTI STORAGE I RAGE -EL. 62 IiM i TYPE,�"-RINGS z m AlA0."50% (n 04 5.34' I GEOTECHNICAL SPECIFICATION FOR DAM. CONSTRUCTION: LTM < 1. A MINIMUM OF ONE (1) IN LACE DENSITY TES SHOULD,BE PERFORMED IN ACCORDANCE Z' 7 - SECTION -T- JR -OUTLET STRUCTURE AND. DAM _-j ASTM D-1'556 .::FOR EACH 2500 SF OF LFT AREA WITHA_�LMINIMUM OF TWO TESTS PER LIFT, N.T.S. IMPROPER - COMPACTION MAY RESULT: IN PRENIATURE DETERIORATION OF THE EMBANKMENT AREA < AND SETTLEMENT .OF FOUNDATIONS,'. SEE..GEOTECHNICAL REPORT. FOR MORE iLL"Ll. W,0_111i DETAILED SPECIFICATIONS RELATING, TO SELECTION SELECTION AND: PLA(3-MEJii OF STRUCTURAL.. FILL, 2. FILL � PLACED:� W THIN � THE %.-CONSTRIj,CTED DAM:EMBA KM;7 T.S,"$,HO.ULD�.B.,E'�COMPACTED TO A WOWDRY DENSITY , AS DET�ERZMINED �'BY ASTM D-698 MINIMUMW,OF�95 PERCENT OF THE�.MAXJ (SIA�DARDL.'PROCTOR). ALL FILL PLAi WITHIN THE, UPPE I R...-�ONE (1) FOOT OF THE RISER FOUNDATION ANLL THE SPILLWAY S_LIBQR,ADE SHO ULD BE COMPACTED TO A MINIMUM,OF 98 PERCENT OF MAXIMUM DRY � DENSITY AS DETERMINED V(- ASTM D=698 ''(STANDARD PR - OCTOR), ALL FILL *l, MATERIAL SHOULD' :BE ?LACED. AND MECHANICALLY COMPACTED IN UNIFORM LIFTS , NOT,EXCEEDING NINE (9) INCHES IN LOOSE THICKNESS: , THE'*OISTURE 0ONTENT OF ALL'�FILL AT 11mit OF Co THE -'PLACEMENT SHOULD, SE:WITHIN +3 PERCENT OF THE, OPTIMUM MOISTURE CONTENT AS 8" TURN DOWN ESTABLISHED� �BY THE e3T'ANQARD:PROCTOR TEST. SEE GEOTECHNICAL REPORT FOR �L MORE. DETAILED ORIFICE ASSEMBLY SPECIFICATIONS : RELAT ING TO THE SELECTION AND: PLACEMENT OF STRUCTURAL FILL. WITH 7 DIA. ORIFICE STRUCT. TOP=.629.75 ECTED ON THE BASIS,.: F ITS PLAs 'ZED AT THE, SITE 'SHOULD I 13E' SEL riaw INV. EL. -iii & :ALL FILL TO'.BE� UTILI TE CHARACT RATOI,RY..,Q.,QhO.PA,!PTION.,TE$TS Oliii SOILS WHI�H� ARE:,. FOUND TO CONTAIN' DELETERIOUS 'NATERIAL, JNCLUDING. ORGANICS AND TOPSOIL, SHOULD NOT BE USED AS 5 00 STRUCTURAL FILL FOR* THE SUPPORT" OF -STRUC-URIES OR P.AVEMc*NT.. THE CORE MATERIAL ------- SIOULD HAVE A USCS CL.AS'SIFICATION OF MH,CH, CL, OR ML, PRIOR TO. EXCAVATION THE CONTRACTOR SHOULD. HAVE THE CORE TRENCH MATERIAL TESTED AND APPROVED BY THE GEOTHECHNICAL ENGINEER. THIS 'TESTING' SHOULD INCLUDE DOUBLE HYDROMETER TESTING TO 3V ENSURE THAT THE SOILS ARE NOT DISPERSIVE IN NATURE, Cq PERMANEW-BOOLALUMINUM ACCESS STEPS ct 4. CONTRACTOR TO, COORDINATE CONSTRUCTION OF DAMS WITH A GEOTECHNICAL FIRM EL. 626-50 0 671 �,I� 0,67' EXP :RIENCED IN FIELD 7ESTING SERVICES FOR EARTHEN DAM CONSTRUCTION, SPECIFICATIONS z ----------- GIVEN lN THESE PLANS RARE RECOMMENDATIONS ONLY, REFER TO GEOTECHNICAL REPORT FOR 0 00 ADDITIONAL SPECIFICATIONS. U Lu 51, ALL FILL MATERIAL USED FOR CONSTRUCTION OF DAM CORE AND EMBANKMENTS TO BE 0 z - ------ INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT, - 6" DIP EMDR AINERGENCY L I -- q. IMTH GATE VALVE 60".. RCP W/O -RINGS ---TYPE AT 0.507. INV EL 622*00 z 0 POND BOTTOM EL. RIM U �A 7 8 3_4' OUTLET STRUCTURE FRONT ELEVATION 3: z UJ L1. 0 N.T.S. INSTALL TEMPORARY SKIMMER0 AT STRUCTURE BOTTOM GRAPHIC SCALE ICE CL TO BE REMOVED WHEN SITE IS STABILIZED AND REPLACED 40' 0 20' 40' 80' 160' 0 WITH DIP EMERGENCY DRAIN, SEE EROSION CONTROL DETAILS aLik m* am''i Mom IN FEET CM6 1 inch = 40 ft. North* Ca.rollina One—Call Center 1� rN,: (3 - XV -v /V nz 2AM A� �N PU �NT- sHAtL IN XI" .0. E \�J .............. PLANTING LEGEND L ZONE 1 (PERMANENT POOL ZONE) .. ........ . .......... ZONE .......... 2 (SHALLOW WATER ZONE) ZONE 3 (SHALLOW LAND ZONE) ZONE 4,5, & 6 (UPLAND ZONE) w Z T Z :5 0-0 10 V) z Ld. 0 > z z co W. CN L;j co u N 00 i5 rL In Uz ocon U. z �0- u 0- L �-� 04 "0� "N Ld. 0 z W. 0 L;j EXISTING PAVEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR BOUNDARY RIGHT OF WAY EXISTING CENTERLINE EXISTING CURB AND GUTTER EXISTING DUKE RIGHT OF WAY PROPPOSED MAJOR CONTOUR PROPPOSED MINOR CONTOUR PROPOSED SILT FENCE DENUDED LIMITS DRAINAGE AREA TEMPORARY DIVERSION DITCH DENUDED LIMITS 52°47 ACRES GRAPHIC SCALE 200' 0 100' 200' 400' ( IN FEET ) 1 h cis = 200 ft. I 800' Reference- httpe //h2o.enr.statenc.us/i1cwafienda Goti-muo. QN SEQUENCE � THIS PROJECT OCCURS ON A ±100.0 ACRE PROJECT. APPROXIMATELY ±52.47 ACR WILL BE DISTURBED FOR THIS PHASE: OF CONSTRUCTION, CONSTRUCTION WILL REGI o JULY 2008 AND BE COMPLETED BY DECEMBER 2008, THE CONSTRUCTION SEQUENCE. SHALL BE AS FOLLOWS: ` 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CABARRUS COUNTY ENGINEERING DEPARTMENT. 2. SET-UP AN ON-SITE PRE-CQNSTI;UCIION. CONFERENCE WITH AN EROSION CONTROL INSPECTOR OF THE. CABARRUS COUNTY ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES, FAILURE TO SCHEDULE SUCH CONFERENCE 48 -HRS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 OF THE CITY CODE AND IS SUBJECT TO A FINE. 3. FLAG THE CONSTRUCTION/DENUDED LIMITS AND MARK ANY EXISTING TREES TO REMAIN. CONTRACTOR TO STAY WITHIN THE LIMITS OF CONSTRUCTION. ANY NEED TO CROSS THIS LIMIT UNE NEEDS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO ANY CROSSOVER. 4. INSTALL SILT FENCE AND CONSTUCTION ENTRANCE AS INDICATED ON PLANS. 5. BEGIN REMOVAL OF EXISTING GRAVEL ROADS, AND EXISTING FENCE. 6. BEGIN CONSTRUCTION OF TEMPORARY SEDIMENT BASIN PER DIRECTION OF THE ENGINEER PLANS AND CALCULATIONS, INSTALL BAFFLES AS DIRECTED. 7. CONSTRUCT DIVERSION DITCHES AS INDICATED ON THIS PLAN, CLEAR ONLY WHAT is NECESSARY TO INSTALL EROSION ONTROL MEASURES. & CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN, 9. GRADE SITE ACCORDING TO APPROVED CONTRACT DOCUMENTS. 10. BEGAN CONSTRUCTION OF BULDiNG AND INSTALLATION OF STORM DRAINAGE AS INDICATED ON THE APPROVED PLANS. INSTALL TEMPORARY INLET PROTECTION AROUND ALL STORM INLETS AS THE INLETS ARE BROUGHT TO FINISHED GRADES. 11. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. 12. CALL FOR ON-SITE INSPECTION BY IiNSPECTOR. WHEN APPROVED BY INSPECTOR, BEGAN REMOVAL OF TEMPORARY SEDIMENT TRAP: 13. ALL EROSION CONTROL MEASURES SHALL -BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION. AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE AND CABARRUS COUNTY LAND DEVELOPMENT STANDARDS. 14. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH CITY/COUNTY EROSION CONTROL INSPECTOR, SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. CONTRACTOR SHALL INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES WHICH MAY BE REQUESTED BY LOCAL AUTHORITY DURING CONSTRUCTION AND MAY NOT BE SHOWN ON PLANS. 15. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING SEDIMENT ON-SITE AND IS RESPONSIBLE FOR ADDING ANY REQUIRED EROSION CONTROL MEASURES NEEDED TO ACHIEVE SEDIMENT CONTROL. ALL. EROSION CONTROL DEVICES SHALL BE INSPECTED AND REPAIRED AS NECESSARY AFTER EACH 1/2" RAINFALL EVENT, 16. STABILIZATION IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON ANY DENUDED AREAS. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS, REFER TO THE EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. 17. ALL SLOPES 3:1 AND STEEPER, IF UNABLE TO STABILIZE WITH GRASS ALONE, SHALL BE STABILIZED WITH AN EROSION CONTROL BLANKET ALONG WITH SPECIFIED GRASS, EROSION CONTROL BLANKET SHALL_ BE NORTH AMERICAN GREEN (NAG) SC150 OR APPROVED EQUAL. 18. ALL EROSION CONTROL DEVICES TO REMAIN IN PLACE UNTIL SITE IS STABILIZED. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY EROSION CONTROL MEASURES. 19. RE -SPREAD TOPSOIL AS DIRECTED BY THE OWNER. 20. DENUDED LIMITS ARE SHOWN ON PLANS OUTSIDE THE SILT FENCE FOR CLARITY ONLY, DENUDED LIMITS NOT TO EXCEED THE LIMITS OR THE SILT FENCE OR THE SILT DITCHES AS SHOWN ON THE PLANS. 21, FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR, PRIOR TO COMMENCING WITH EACH PHASE OF THE EROSION CONTROL MEASURES. 22. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LATEST LAND DEVELOPMENT STANDARDS AND CONSTRUCTION MUST ADHERE TO THESE STANDARDS. 23. SOIL TYPES: EnD (ENON SANDY LOAM), CcB2 (CECIL SANDY CLAY LOAM), CeB (CECIL URBAN LAND COMPLEX), CuB2 (CULLEN CLAY LOAM) AND VaB & VoD (VANCE SANDY LOAM), 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP. 3. LOOSE ROCKS, ROOTS, AND OTHEi; OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEM WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS SHOWN, IN ADDITION, PROVIDE 15 L.BS./1000 SOFT, OF SUPERPHOSHATE. 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT, 6. LIME & FERTILIZER SHALL BE APPLIED UNIFORMLY & MIXED WITH THE SOIL DURING SEEDBED PREPARATION, 7. S.E.S.C.O. 7(b), G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO ' RESTRAIN EROSION CONTROL, 8. S.E.S.C.O. 7(c), G.S. 113A-57(3), PROVISIONS FOR A PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER IS SHORTER. 9. WHENEVER LAND -DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE ACRE, IF MORE THAN ONE CONTIGUOUS ACRE IS UNCOVERED A GROUND COVER. SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDED WITHIN 15 WORKING DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN. 10. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD CONDITIONS. 11. MULCH TO BE TACKED WITH ASPHALT EMULSION OR MECHANICALLY TIED DOWN WITHIN ONE DAY AFTER MULCH IS SPREAD. 12. CONTRACTOR SHALL ESTABLISH AND MAINTAIN A GOOD STAND OF GRASS UNTIL PROJECT IS COMPLETED. SEEDING SPECIFICATIONS: 3:1 SLOPE`. OR FLATTER (Temp. & Permanent) 1. Apply agricultural lime at the rate of 90 lbs/1000 sq.ft. 2. Apply 10-10-10 Commercial fertilizer at the rate of 20 lbs/1000 sq.ft. 3. Seed in accordance with the following schedule and application rates: DATES TYPE PLANTING RATE Aug. 15 - Nov. 1 Tall Fescue 300 lbs/ac. or 7 lbs/1000 sq.ft. *Nov. 1 - Mar. 1 Tall Fescue & 300 lbs/ac. or 7 lbs/1000 sq.ft, Abruzzi Rye 25 lbs/ac or 1/2 lbs/100 sq.ft. * Mar. 1 - Apr. 15 Tail Fescue 30U lbs/ac. or 7 lbs/1000 sq.ft. Apr. 15 - Jul 30 Mulled Common 30 lbs/ac or 1 lbs/1000 sq.ft. Bermuda grass Jul 30 - Aug. 15 Tail Fescue & 300 lbs/ac. or 7 lbs/1000 sq.ft. Brown Top Millet or Sorghum Sudan Hybrids 30 lbs/ac or 3/4 Ibs/1000 sq.ft. * Heavily mulched during January --March period. 4., Mulch with straw applied at the rate of 75-100 Ibs/1000 sq,ft. SEEDING SPECIFICATIONS: SLOPES STEEPER THAN 3:1 1. Apply agricultural lime at the rete of 90 lbs/1000 sq.fL 2. Apply 10-10-10 Commercial fertilizer at, the rate of 20 lbs/1000 sq.ft. 3. Seed in accordance with the following schedule and application rates: DATES TYPE PLANTING RATE Mar. - June 1 Sericea Lespedeza 50 lbs/ac. or 1 1/2 lbs/1000 sq.ft. (scarified); and Mar. - April ADD Toll Fescue 150 Ibs/oc or 3 1/2 lbs/100 sq.ft. or Mar. - June ADD Weeping Lovegrass 5 lbs,/ac or 1/8 lbs/1000 sq.ft. ,xJune - Sept. 1 Tail Fescue and 60 lbs/ac. or 1 1/2 Ibs/1000 sq.ft. Brown Top Millet or 35 lbs/ac or 7/8 lbs/1000 sq.ft. Sorghum Sudan Hybrids 30 lbs/ac or 3/4 lbs/1000 sq.ft. Sept. - Mar. 1 Sericea Lespedeza 70 lbs/ac or 1 3/4 lbs/1000 sq.ft. (unhuiled-unscorified) Tail Fescue: 150 lbs/ac or 3 1/2 lbs/1000 sq.ft. Millet or Sudan 20 Ibs/oc or 1/2 lbs/1000 sq.ft. * Temporary - Reseed September 1 at recommended rates. 4. Mulch with 3" straw applied at the rate of 50-90 lbs/1000 sq.ft, and anchor with asphalt emulsion tock coat applied at the rate of 14-28 gals/1000 sq.ft. or 800-1200 gal/acre. 5. Tack: 255 gal/acre _ ` � ''� 1� ALL wD�x mvu m�/ COyER @HLL BE REyBNED N �n� u/� u� �um�vuu um/,/cu�vc"c�urmcm/ vnmm""�c �� - -' - - -' '� "�.`�°"�� °".""""" �"°�� ".^�""c .�c uuo��nxv� *mu �c�ov*�. LATEST SpEC|F�AT|ON3� 8. C0NCRETE �0RTAR JO|`- '- BE USED FOR J0N|NG �ANUAL � /"c »c�""wcn� v TRAN5PO�UN�. �TDRACE. BACKRLU0�' �RAU|N� AND ALL H�NDL|NC OF NAJURAL UNLE5S 0THERVV|3E � THE C|TY OF C�NC0RD ALL CDNCRETEFxRE3� TH��qpE �HALL 8E CLEAN AND ETC UST *��* /�c ,um/n��»up �o°�� SO|L. DEP0SiTED 5O|L3, DR ROCK FOR CO�5TRUCT|ON OF ALL VY0RK UNDER ~= U�|RED DE�ELOP�ENT ��|�ANCE �ANU�L� �0ST yyHEN WORTAR |� AppL|ED. THE L0�ER pORT|0NS THE *�� »//u//ca �c�cv/�/�� c�� TH|� CONTRACT� 2� ONLY RE|NFORCED E P|pE |S ALLOYVED VV�H|N OF THE BELL O� �RO�VE �HALL 8E F|LLED YV|TH W0RTAR 0RD RED 8EVE «»mu/* /mw *��*««//n / 2� 5TR|PP|N� AND STUCKP|L|NC OF T0P3O|L� �TR|p ALL TOPS0!L TO� /TS ENT!RE THE 5TREET PAVEWENT E*��PT FOR CULV[RT3 E�UAL T0 0RSUFF|C|ENT TO BR|N� THE |NNER 5URFACE FLUSH AND E�EN pR0R^�TD � DEPTH |w THE ARE�S TO BE �RADED AND P|LE |N AP�ROV[D 0R DE5|�NATED C�EATER THAN (6O� �|XTY iNCHES |N D|A�ETE�� FOR YYHEN THE NEXT JO|NT |S F|TTED |NTO PLACE. TME O (2) 8 Z upV/v AREAS BEFO�E�ANY �RAD|NC 0R F|LL|NC |� BE�UN� �O|L 3HALL BE FREE CULVERT� EDUAL TO OR ��E4JER THAN /OD) S|XTY |NCHES RE�A]NDER OF THEJ�O�T��HALL THEN BE F|LL�D �|TH FOQT VE�TiC�L (2�1) �xND NOT�T0�EX�EED1o' YY|THOUT mo �� FR0� CLAY LAR�E �TONES AND DEBR|3� TH|� TOP�D|L SHALL BE U5ED F0R |N 0�WETER. C0RRUCA�� £TAL P|PE `'LU� |MU� OR �ORTAR�AND A BE�D OR ��iN� oF �ORTAR FOR�ED AR0UND E�R � ` ., ` �`�' ` DA�A8E �0 �X|5T|N[;V[i F|NAL F|N|SH 8RA0N�. ALU�}N|ZED STEEL ON S ALLO�ED |F |T HAS A THE OUTS|DE 8F THE JOKVT THE AppL|CAT|0N OF �ORTAR � 5� EXCAV/�|ON R}R STRUCTURES� CONFQR� TO ELEVAT|DNS AND D|�ENS|ON� CONCRETE pOURED |N^^' ' �!N|�U� ��UCE FOR �ETAL �AY 8E DELAYED UNT|L F|LL |S C0WPLETED VYHEN THE p|pE %/ O 2� C�NT�ACTOR�TOp�DY� OL S!4S REQU|RED 8Y �HOyyN yy|TH|N A TOLERANCE OF pLU5 OR W|NU� O 1O' p|pE 3HALL BE 14 "''��'� |3 LAR�ER T�AN TH|�TY |NCHE�� '-'- '- -'«f�� LOCAL AND 3T�T� �RECVn�|�N��L ��p��@�E��S��ir`BE |� pLACE PR|VR TO 4� ~EWOVAL OF UN3AT|�FACTORY SO|L NATER|4LS� EX--' � [X|ST|N� F|LL J� ALL 5TORW D�A�---P|PE OUT�|DE THE STREET 9. pERFORWED JO|NT S�AL�R, YYH|CH CONFOR�S TO BE � �ATER|�L AND SAT|SFACTORY NATUR4L �D|L ��r�R� .5 ENCOUNTERED THAT pAyE�ENT 3HALL BE RE|�FOR�ED C8NCRETE p|pE AA5HTO SPEC|F|CAT|ON �-1SO FDR TYPE B FLEX|RLE ��CHAN|CAL mL«mu «mu� �:a�� n�»��m» ./�m»�mc/ /» �� »�L uum�/�o�/mm »mu �»m EXTEND 8ELOVV �EUU|RED ELEVAT|ON3 TO DEPTH D|RECTED BY THE SO|LS C0RRU�ATED �ETAL p|pE �� H|�H DEN�|Ty p8Ly~HyLENE pLAST|C �A3KET�. �AY BE U�ED |N L|EU 0F THE WORTAR FLOVv OR 8EHAVE |m A��RU\5T|C�'��NNER-��NDER T*E pK� D � ` EN�|NEER. b�TERAL D/�ENS|0N5. DEPTH AND VOLU�E �MALL BE DETE��|NED J0N|N� �ETHOD TA�P|N� 8LO�3 QR PR0OF RO � 4 �«J | � /CEO�ECH C E Q| EER /HDPE) P|PE AS APP�(��D 8Y THE CO7/COUNTY EN�|NEER ' ' ' «m» uw�u//*u�� ««� *m �Y 5O|L3� ENG|NEER PAY��NT 5MALL NOT BE ��DE FOR �ATER|AL3 REWOYED ` ' � 1O C0UPL|N� 8ANDS AND F|TT|N�S SMALL 8E U�ED F0R 17 E E �NEE AS UNSU|TABLE ` ' R � w� ' 0D �THER TYPE 0F P|pE 8HALL BE U�ED YY|TH0UT PR0R ' ' '''"'"`',�" "��'`'�" �' ''' '` ' '`' '«/u« /u ��u^*� �u/v/m��/ |F THE �O|LS EN�|NEER |� N0T PRESENT AT THE T!�E OF RE�OVAL J0|�|N� ALL HDPE P|PE C0UPL|N� 8AND3 SHALL C0VER FOR BACKF|LL pURpOSES SHALL E R ED AND REpRE3ENTAT|VE |F UNSU � �PPRO\�L FRO� THE 0UNTY EN0NEER ALL P|PE5 � - � //�o � ROCK EXCAVAT|0N� VVHE�E EXPLO�|V[3 ARE USED YVORK SHALL BE DONE BY u/' ' AT LEAST ONE FULL COR�U�A�ON 0N E�CH �ECT|ON OF REPLACED VV|TH 9ELECT 8ACK�|LL m�TER|AL 5 -�---'-� �[|. � �' P AREA DE3|�m�TED � � ' SMALL BE LA0 �|TH THE�BELL 0R ��OOVE UPCR�DE AND � � *mv � u� /« u� EXPE�|ENCED P0YYDER�EN U8|NC S�ALL CHAR�E� |N 3TR|CT ACCORDANCE VY|TM p|pE GASKET COVPL|NC �AND5 ARE REOU|RED BET�EEN 18 BACKRLL|NC OF TRENCHE5 3H�LL BE �CCO�pL|SHED - -' � -TE ARE�� 5HAL- 0' ^ E��nj� �N3VRE'ERO3|O� C0�TROL OF THE J0|NT ENT|RELY |NT�RLnCK|N�� ALL'P|PE JO)NT8 THE �ASKET �HALL BE WADE 0F |�-[D�JELY AFTER THE P|PE |S ��D� THE F|L� ABOUND BY O�NER �A�TOpS0|L 3H4LLL��` ANn �TOC��|LED |N AREA DE3|�NATED ALL R��ULAT|DN� �OVERN|N� TH(5 V�)�K� BL��T|N� VY|LL NOT BE PERWiTTED 4� ALL CONCRETE SHALL B[ 3�0U PS|� |N ORDER TD USECL�SED_CELL -NTHET|C EXpANDED RU8BER �EET|N� THE T~~ p|pE SHALL BE pLACED |N LA�ER5 mOT T0 EXCEED �c«rcu *�c*a� oc �'°''��" YV|THOUT SPEC|AL AUTHO�|�AT|UN 0F THE 0VYNER. THE EN�|NEER. AND L0CAL PRE-CA5T ST0R� DRA;�A�E 5T�UCTURES |N ANY �TREET �' ''� o` u�mcn AUTHOR|T|E3 THE CONTRACTUR SHALL BE RE3PDN5|BLE FOR ANY DA�A�E OR R|�HT5_�F_�AX p00R AppR0yAL 3HALL BE OBTA|NED REUU|REWENTS 0F AST� D105�, TYpE 2� THE P|pE 8QHT �� |NCHE3, E4CM LAYER SHALL BE THO�OU�H[Y �� 0NT�ACTOR SHALL C0ORD|NAT[ TH �E0TECMN|CAL ENC{NEER |F 3U8�URFACE |NJU�y TO 'Ny pERSON� pROpERTy OR STRUCTURES AS A RE�ULT OF H|3 ' �ANUF�CTURER SHALL |N3TALL ��SKET� QN THE COUpL|N� CO�PACTED TO Q5� OF THE ��X|WU� �ENS|TY`0BTA|NABLE D�A|NACE SYSTE�S ARE �3T�L * ' ' FRO� THE C NTY ENQ|NEER BLA�TlN� OPER/�|DNS PAY�ENT Vv|LL BE �ADE FOR R0CK EXC�VAT|ON |N AN '''/^"" � BAND ALL COUPL|N�'8ANDS �HALL �EET OR EXCEED THE �|TM THE 8TANDARD P�OCTOR TEST (A DENS|TY 0F 1D0� 7 SLOp[� SHA[L BE ��ADED N� ��PER THA 21 UWLE3S OTHERw|�E N0TED ON ' 5 ALL H|�H DEN5|TY P8�YETHYLENE P|PE SHALL BE ' ` ' '`�' ' 4�OUNT PER CUB|C YA�D |ND|CATED 0N TME B|D F0R� � - 3O|L-T|�HTNESS RE E T OF ��3MTO 5TANDA�D ST4NDARD pROCT0R |S REOU|RED FO� THE�TDP E|�HT (8) THE PL��3 |F DES|�N C�LLS �R�R'�Su3PE��REAT�R THAN 2�1 �ND |5 �REA�ER � CO�RUCATED EXTE �0TH |NTER|0R CONFORW TO THE --''�-�' ` ' ` ' � � PROOFROLL|N�� FOLLOVY|�� THE STR|PP|NC AND NECE3SARY UNDERCUTT|NC THE ""�n/u� ' . 3pE�|F|CAJ|0m F0R H|�HY�� 8R|D�E3' SECT|0N 2J` |NCHE�� THAN TEN (1O) FEET � �E mAJTED OR 8ENCHED F|LL � � ' REOU|RE�ENTS OF A�SHT0 BPEC|F|CAJ|ON �2y4 FOR ` ' /m nov"' � EXPO3ED SUB�RADE �HALL BE P�ODFROLLED U0DER THE OBSERVAT|ON OF TME pARACRAPH 231 54(E\ P|PEF|TT|N�S SHALL CONFORW TD ' - ' REOU|REmENTS 8HALL BE ATT�|NEQ BY THE E�T R ' ' o". E T R C-�RU�ATED POLYETHYL2NE P|PE &ND ��LL RE�U|RE ' ' � ` '' 1S' COWPACT0N �LOPES �R E THAN 1O RE A�s-UAJ E ' �[|�-B ---EF B�F)�E -�Ew-F|.. 5 oLACED C-�� .-�L-S-�� AD� T� - ~` A�SHT0 �252 �R AA�HTO W2�4 CA CO�pACT|ON �ETHODS EACH L�/ER � ` m ��`� �v�� `mnc ° � "''- '` , �^ ' ' u" � '�" u'^ °c =� � ° COUpUNC BANOS AND RTT|N�S� 11 THE |NTE�|0R �U�F�CES OF'ALL gT R� DRA|NA�E USEBOFK�ECMANKLLLgE pLACED LO0�E AN~ TM0R0U�HLy 8' �RAD|N� �ORE TH�N ONE (1) ��H0UT A A p O E ER0S|0N �ONTROL ---- -E TH--3UBCRADE �TAB|L|TY� -THE -�-OFRO-L|N� --LU4l|ON ��AL� BE O C�NCRETE P|PE USED �|TH|N TME 3T�EET R�� 5HALL � ~ «� m' �/�� uu^ u PLAN |8 A V|OLAT|�N 0F THE C|T��0UNTY ERO50N C0NTROL ORD|NANCE AND |3 pERF�RWED U�|N� A HEAy|Ly LOADED DU�p TRUCK DR S|�|LAR . STRUCTURE� �HALL 8E PO|NTED UP AND �WOOTHED TO AN CO�p�CTED |N PLACE BE A W|N|WU� 0F CLA�S ||| RE|NFORCED CONCRETE P|PE ' SU8JECT TO A F|N[ PNEU�AT|C T|RED VEH|CLE VV|TH A �|N|�U� L�ADED YYE}�HT OF 25 TON� THE �|TH A W|N|�U� D|A�ETER OF FiFTEEN (l5> |NCHE� ' ACCEpTA8LE 3TANDARD US|N� �ORTAR W|XED T0 20' UNDER NO C|RCU�STANCE5 SMALL ��7ER BE pER�|TTED 0 ANY CR4 |N� BEYO | SHD�N |S A V|OLAT|ON OF ThE S0L� EN�-EE� yy|LL pR0y0E RECOW�ENDAT|ON� FOR TREAT�ENT |F UN^TABLE ` ' �ANUFACTURER'� 3PEC|F|CAT0N3 T0 R|�E |N UNBxC�RLLED TREN�HE� AFTER THE P|pE H�5 � ~ '`~ '''^ ^'`'~~� ~ ~�~-'-'�`~- /m � \ (E|�HTEEN (10) |NCH[� mN�KNU� ON CROSS DR�|N 12. ALL p|pES |N 3TOR� D��N 'TRUCTURE� �HALL BE BEEN pL�CED [RO3| 3VB�ECT`TO4 r|NE� 3O|LS ARE �OBSERvEU DUR|N� THE P�UOFROLL|N� OPERAT|ONS. \ \ CULVERTS VV�H|N THE C|TY/C0UNTY FL�3H ��H THE |NS|DE �ALL - 21 ALL p|pE' TO �AyE�� |N|�U� �L0pE OF O5� 10' AppROy4L 0F TH� pLAN1� �'|o � » 7� SUB�RADE WA|NTEN�NCE� ��[ER FRD� STD�� RUNOFF �HALL 8E CONTR0LLED \ \ \ ` /- ' ' ' //` ( \ � / � �~ ` ~ ( \ ` h � \ \ / / \ \ �l \ � \ J~`~ ` \ ' � � ��-'\ / � ` ��W `\ � \ \ H� \�' ^ \ ` \ / _-.� ` � ` \ v \ \ __/y \\\ \\ \ \ \ //\ \ ( \ `\ �`` / \ \ ` / -` \ \ ` \\` \ ~` ` \ \ ' \ \ \ \ �\ \\ `, \ � \ \ /�` - `` \ \ \ \ \\ `._�`` _. _=~�� \ -~`�/ \ - ` ^ ��.\\�' `�� -- -- 22 N0 v�n|cuu�x |x*��c un*��u� *��u��u *�xo�� '-----` -- �� -` `� �U�T �� uyTmm�V ��ow ni� "�,,," �,,...,,�,.` ~,, ,~.,,..`.,..~, ,...,,."~ ,. ,,.�.,'�. .,,, ~,, D��N|N� THE RUN0FF A�AY FRO� THE 5�E �� P�EVENT �ATER FRO� POND{N� -'-- '- --- -'�� LAND 0�TUR�|NG ACUm{v ON �R �/�URATN� THE 50L3 VV|TH|N THE EXC/��T!�NS DR 0N F|N�L ��ADES� '- --- '-'---- CO�pL�Nc� O� F|LL W»JER�L THE CENERAL CONTRACTOR 3HALL FURN|�H ALL RLL REO0RED TO BR|N� THF �RADES TO LEVEL A3 SH8�N ON THE DRA�|N�S� F|LL ��[ERiAL / SHALL BE CO�PACTED 8Y AN APPRDVED �ETHOD TO THE REDU|RE�ENT3 L|5TED !N N0TE G� |N N0 C�SE �HALL F|LL CONT�|N TRASH. DE�OL|T|ON DEBR|3. UVERS|ZED �ATER|AL (�J"\. OR 0R�4W|C �ATER|AL OF ANY K|ND� |N ADD|T|ON. H|CH PLACT|C|TY 5|LT AND CLAY APLAST!C|TY |NDEX}�O\ SHALL O�LY 8E U�ED �u'v/m °w'°//n/�'^�/v^' AS C0��ON F|LL� N0 F|LL 3HALL BE PL�CED VNT|L THE 5O|L H�S BEEN | �� BU��m|N� |3��LL0�ED` � '� `�' `� � CHECKED 8Y A LAB0RATORY AND APPR0VED BY THE EN�|NEER� THE �O|�TURE zz �� u- / . |N THE SO|L SHALL NOT V�RY �ORE THAN 3� ABOVE QR J% BELOVY THE ��(� � /wa/ � �m�«iuu � �� OpT|��U� VY�EN |T |S BBN� |�STALLED iN THE F|LL ��u �� &� O ENTRANCE� |N NCDOT w/� wUST g� |N�TALLATK}N OF F{LL� ALL F|LL SHALL 8E R}R�ED OF APpROVED �ATER|AL �� rx��m/cu a/ ��c-�uw�,n�o��m ��''�"p. PLACED |N SUCCE�S|VE LAYERS OF NOT �0RE THAN �'' |N DEpTH� EACH ` ` ' 5UCCESG[VE LAYER SHALL BE THOROUCHLY CO�PACTED YNTH APPR0VEO �ECHAN|CAL TA�PER� TO THE RG�U|�ED DENSiTY AND TESTED AND APPR0VED ' BY TME �OiL3 ENgNEER PR|OR �� PLACE�ENT OF THE NEXT L�Y[R. ALL F|LL �HALL BEAT UPT|�U� �O�TURE CONTENT YVHEN COWPACTED A� FOLLOVY� {N . �CCOR�ANCE VV|TH ASTW n58O� � ��."~, , '�' '`' ` ` ` �-`� . ST�UCT�RE TOP 12 1OD� ' -` ' '�Ex�T��.�AJOR ' C0NTOUR ' RE�ANDER 9�% � ' '- ^ ' ` �� UR - ' ' ^ '''' ` ' ` '- n��v ' ��_'��-` CO�WON ALL DEPTH Q�� ^ ' ` R|�HT� ��'^ ' DR�E5 & TOP 24, 9�� N � ` .�M Um� PARK|N� RE�ANDER S�� / � ` ' . � � m� � � � � � � � � � �� ` \ ! \ ' ) \ \ / , / ' / `J \ � -/ / - '/ ' -=- -- �� | \ � \\\ / | / ~' '/// �\�~ �/ <. ' ( — � � . ` n\ xm�\��`. v / � . ' / � ---~ -_�� '-�- - � �� / � | �� zz �� u- � ��(� �� z ��u �� &� �� EXISTING PAVEMENT � - — — — — — - EXISTING MAJOR CONTOUR - - - - - -, - - - - -- - -- - -- EXISTING MINOR CONTOUR � -1 BOUNDARY — I RIGHT OF WAY — --- EXISTING CENTERLINE I EXISTING CURB AND GUTTER . — EXISTING DUKE RIGHT OF WA 1 —123 —1-1 � PROPPOSED MAJOR CONTOUR � A 56 — . PROPPOSED MINOR CONTOUR � 0-0 � — PROPOSED SILT FENCE I � - . I � � saw amm 11110MI DENUDED LIMITS .. I � - � � � � I . 1. .1 mmimm DRAINAGE AREA —yD—,c-7D—<—',D—<— TEMPORARY DIVERSION DITCH STRUCT, TOP=629.75 ,. r - I .... I I[ I -, � I I I ... � r I - . � . - 5.00' . I . � . � 10' WIDE AT TOP OF DA, I i - I � I . I . / �. . - , 1, I .I. 1- ... � I, �, . 11 I . �� ..... � �" � �.----, ,1.; � . -\ v ., , :- - - . . . I :', - . L., ,.-.. - � - �-,,��-,J T,p, . �� ,:�� . - � �,T ;�..�,,�!!�,��ll-,V,,!�-.,�,�.-�, i , - , \', . - -�-.. 1-11 -I--- . - -- � �-,,�.�- -1 -1,`,�.�,� -,�,]A,11 I,: 4. �! " 1.�; -i � \ %N, I . � - ., . ;� jv,u, ,\ .. ,1* - - 'i -, -1 ,77 ,.., , -�a� �?.E, I.,,1\-�,ly �;-,j 1� , . .: . : - , . . .. , \ . : . I "" - . I 11 1- , �, - � . � -- �jlt-,,ft � � \ , \ -1 , I I I , � - , - - . I ,.440M (TYP) I I \ I / �!!. � - � - , , , , �:. " - - , ., -I , �A --,�.,�V�*?, �% ,��.�A% � I, �Ii k, ( i�\A� \ \\\ %� � � �� :, � -- - . - --- �, I , - .1, -,�.,, � " N 1� I I I I I R , , \ N X N - SWE" GRASS I I I , �� . -1. -, , - , � - . . \ . � 1- : i:�, - �7. 1 : ,-,:', - . .......... . ; - "A'R.... I � 11 I � �� I , ., I .1 . 1, � .� 1.11, I 11 \I \ 'I I - . ,, I 'I, , . . I I 1. �.,� I. -i .T. � - - � AS RECOMMENDED BY NCDE-NR` M- NU -.1 I 1- �� I :,., , I , k .\ , , 1% 'N BERM TO BE SEEDED NTH 'CENTIP / I It � I \ �/ I -� �q . � � ... V� ,I , � AL I . - �� - .1 �.. ,A � I I . I , ,� I , �� . 1, - - - .- ... �%.S�,�;. I.In- , .� � \ / I - : -1, .. ,,�, �� I. ,:, ,-�, : �: , -�, �;,--,, ��":.��:�,,��,'�i,��:..Ii�.",S��,�,;� �11:11 I 1 ,�-�, � -i�,- ,., � , , - , , , �� . - - - - , �, 1, �: I �� 11 .", �, TOP OF BERM � � \ I , , - 11 . ", ". ', V � \m \ k \ \ . k . 11 �� :�� : , -,<:, 1 7 � , V54-:111,,. 1- .-Vlt A-1 1,v,- - ,/� � .\\ ,,N,11\ \ I . 111.11, p� .� � - � ,;; . I � , ,1,,� -', � � I .. - , � �0.. , ,,�q - I -, .�, :, ". 6 1 --'-- 1 ... : -11. - I 1, - j .11 . 6. � 1, , � , � . I . .�` �.- -11 I I 1. - - - -T' -�,,:J�:� * -� , I ;- ..�,�:� . V....�,,-,,.+�. r., . . - - ' - I , : I I � I . � . , . I'- � --;,,1,.-1- t , �, ". �, �-: ,; tv , � , \� - � \ t I �� - I' , , , I i ,� - , � , . -1 I, - � � � I . � � I � - , -- (0 lik. � 63&166� , I \ \ .� , .� *,I � �, �* 1\ \ / It I I :� ",,-,,�, I , t 14 \ � .. � I . , - .. �� - I - :�-, I . ;, - , I \\\ , \ , � � � , �- I ,. . - . 1. I . - � - -, , I I I `�,,\ � r ; � I I I - \ I � . \ I �� I ,,,,\� . . -. �. . . . ,�� I I . � , I � � , I A � I , I I . � � r 7 � �rk , . I . `� �.', ' \ r, \ . - . \ � / � �� .: I ..... �� . :.1 �,- : 1. � -- -77: . , I -,.�I y - \ \ 1\ ��.- V . - , .. . ��...- - * . , �, . � I � % I - -.� T I I � � � ... �- � -, �1, , - " _r � .. ., , 1. , � -� , � �,,,, , � t\ I IV , , I I � , � - , , \ .. I : - il -1,", , � �� . ', ��,:�jll,��,.,,-: ". ": , I , , �, ., ,. � I :,�, , � , -� - - :, � , - 1. , ,.,Y-:�-��R, �. I . . . � I - , . . � . .. I ::� � � � : :. , , % .� - - , \ , . - - - , v,�,� " - , 'I . �, \k\ N, \ , / \ \ A .1 . � I - , �, . , -,----,,q ,� 1, -� . �- t� � I ". - :, � II, � � , \ N \ , . �. - , 11 , I � , I I ; I.. 1. ::- , I . : ", \\,\' \ \ i . � ... � I I I - -�.: , -, , � -F,\k - � - I . : � I , I � , I �, , - � I . � � 1�, / � , 11 1, .." ,,� I . - I . - - --, � v I I I 11-1 J, , I 1!7 , -; �- - , -N�.17 � . � , - � . , - , I �-,, �, �V,1:-, ,, 1:-\,j I �\ , :\ ,\ . .. I � I. : . I � -��,,, �, J:�,: ( ; � ..." ��, � , - - , e 1. , .::: � . I . . I T - �' , , � I , , , .,.- ,.;, -.v I � -- ( �, �� \ � - \ .. .1 . , I '. : I , � . . " - I . I e ::,:� , . I . t�i,, � , N , NN \N \ - - � I �� ,:�--, I : .: : � .. - - --- \ ; .. � - 11 - , - - - *. .,. , � 1-1� -,,� , , - � 1: , .� , �. ,, , , , I , , , I% , t �, � I � , � ..; , . , I I \ \ \ \ - \ \ \ , - I � . - I'll t - '� � - I I I . r �. �, *.-�,:. � : ..�\ I , � I � :1, i , I � � *1 - I � . , , I \ . r , . . � - � ( : � : - .�. Il� , , . , � I � S, x 1011'r N, \ � � ,� . . 1. \ � � . I �. I r ... 1. , I . I r- ' � ",_r," , , r- ,r 4 � : I : r -, �, I .. : M , � \ � III I . , . , � \ �r e, I � � I ::/ I � . r : I r ". I - , !.. � I - . . , I � , �",` � � ,,� I - � ,�; : 1� ,� , I I r, - ' . \ � I .. - r I ��* :. � ! .. , ,� �: . . .*, �,A ,� . � � I . 10' WDE VEGETATED SHELF I \ \ \ ,� � \ k 1. : r �: - . I lt�. .... I .11 -. . . X. . , �,�- ""\ \ %%:,, �-,\ " \ 3 'I 'o, ! � � r � . 1, r( �. .-...j � � i. r \L, . . I � � :,e� !Q�,\\ \ \ , � I � ,- -, - -- `:�;r,� - ,:.�� \.,N �\-�\�,,� , \,\,,� \ ---_ /, / / I I r 1 1 :�� .� .' r \r' . - � I ,�� , " '� �' \ r � I- , - r - -,��.--� --,�,�-.�. ,,-`,�,", �*.,,,�� ,\�,,;, \-,;� ��,,.�, �,� , �,, , N � r \ / I I . i _r I . :. .. : r, -.': t: 1. ��::l �11 - � - � \ r \ , I I I - , : �/. � -� �i , , � � , . � I ,� , _ r . ... _ .� � , � I I _ . , �� . % �,. , \ / , / , I � I � , r , . , ' . ��,,.; .,,.,� � , � , � - / I 4� . , ,� � �� r, . " . :. :',.r , ;, �:� ,� - i\ , ., � \ � � 11 4�'r�\:'�".:� , ,-.- � . . , � -, ��: , \ \ \\� . r 1. � , �. � -. . , r .. , - � �. kI I I . � I , . , �. I I I � I - . : / r _ . ( - , , r * - � ,. r,�, ^ ,� ' , - 1 1 , � go 1� � : \", \-&,,yv-,w\-\ ; .. � � I " . : �:j -�,, , , Ir �� , - - , ,. , ,, , � - -, r / . I -- 1 ' :.-,\ � - -11� ,. . r - r - `�jD�" ' � \ I I - / - / � I . � � I I , _�. . � � -o V--,-��,,,"�, r � _t , , , . _ � , � ". r I r /I r. , � 0, ,� - , . , � , C ., \ . .� ,--� - SOLID FILL GROUT/CONCRETE . / t � � _ . r 1. r ) � I .- � !�! N- !6 - _ _ x x ,,", \ x a .1 �. -, I , � , , , .1 . ,jr� ,., . . � , ", : �� ., .. � 'i . � . I ,� I � �, .1 .� 1. . I ., �:,. , . I , � I/ . , . � - � POND BOTTOM EL. 62,2m � 11 :, -- - - - I r,, I . . . . . . �-;, =2�2� - - - - - - - - - - — — ,— — — , . I . � � � - . ".. ,,,,.-...., r ,. - 11 r 41, .11, r - I . rr'.. . --, �SEDIMENT::%STORAGE E.L. �:62--T.QQ� rr to . . : � r., - r- - I � " , -11 I., ---J�l . r . - . r I ,� , �. , :� - ,�- , ,� - .. I . � . . r, r' , . INSTALL (2) 8�TEMPORARY q__ - � " I I ,. � . � � . � - . ,.r . ,� I P I � SKIMMERS wl' 3.1 r %�.,QRJFI.QIE-,:EA- I - ---. - 8.34� — ---.--- -' I � � � I �� . � ; AT rS UCTORE�'BOTTOM r - I � .. I . �. � ,� . . 'SECTIOWTHROUGH"OUTLET STRUCTURE AND DAM TO BE REMOVED WHEN' is . � . � r . I - ,- .r ' ' ' i r IN T.'s - STABILIZED�1�AND RE r%�r . PLACEU'WI TH DIP EMERGENCY' DRAIN -1-11-111-- . . ....... . -�-.--�--l-�--�.�---."�,�--l.-��.� ..I'- 11-1 - I -,-"--- I � NCDENR SEDIMENT BA IN -21 .1-.11-1- ...... � .. ....... �1.1-��,11-1.-.-----."-",-,�.�,.�l-,-.,�;��1.1-1�.-,"-r"��-1"-�'-"--"� , ---- - - � . - � - -1., ' - - -r ,- - - _ r _ , , ' �, .... .. ��..--�.".-"".�-.-,-�-,--�r.-�1-1-�'��.�'r-, . -- , � I , . _ � � . . . . . . . - - . ' 1.-1.,,---.,-,----. I , DRAINAGE AREX , --,,,- --- -'r- --"-1-- --1--.--1--.1.-.,-1---- ---.1 ,--,.--,. , .. . ........ 52.99 �. -- -- - . - , � - - � ---- - I -- - -r I --- ---- - � ac . I "' "" ' -� -11-1 I-- - ---- -- I"--'--' -- DISTURBED ' 24.01 'ac. �"...'�.�"..".�,.�,��.�,�,�,.�,,�.,�11-11�...'��l-...��.-.��.t��,�.-.�,�,,,.;.,..��,�,'i--.::--,_._._, Qio� -'--l.----."'-'--�-.1--.'-�.�--r"'-� ........ -_-"�-�.--"-.��,,-r"---.�-,-�,.-.�-,�� ---- -.-"-----",r,,-,,.i,,�-�,.--_-_'.-,_� -1-11, _---"'-" 153.27 --- -- - -.-----,---,--.----- ------- --.-- _r 1-1,111"'. -,-1---r-'-----'-:- � t ds �. -1----'--.._. -.- -- . SURFACE AREA REQUIRED' 66,766 7 � �S.f --- �-.�-,�"-"-,.,�,�.�",-,-,-�-,-,--,.,.--I ��cll ....... . �,,��--�.--r-11-l-'�'�-""��'-'-"�'-'-�-��"��Irl'Il'-�'-�'�1--�'�'�--""�"-,-'�-'-"'-'--��'--"'-,-"- SURFACE AREA PROVIDED� - ............... � ... � ---- - -- �,.-.__��-"-._,,._."-�-,-.,-_�r--�l-l�. 87,035 _,---1------- ---�--,-------r--------. - -1--.- � s.f ` �------ --- - -- -- - - .-- r. � �---.�,_------ ' VOLUME REQ IRED� � I..,-�.1.1;1-�-,-,---.-:.-.,�.1-1.11-11,11.1�,�-1111-1.1�.-I�,�,�,�.-.,.��,�.,��-..."�,,��.,-� I..--"-,�-.1-�.1.11--ll.,.-,.,�-�-.,.-.'�-l-r-'-I 43,218 ... 1'-----'--r----'q-- � � ,C.f -1.------ --,-"--"I;.' � VOLUME PROVIDED� 330,470 ... --- ...... ----.--'.."'�.�'-""."'�'-�..'�-."�,--",�, � iC.f. r �,-�-.1"-.-��1-11-1.--".�l.1-1-,.-�-�..--�.,---.-�"-.""�.-..�-,.�.�--l-l---�-------,--.,--,-�,��.--",.� DIMENSIONS! --.-�-1-1-1.-.-,.--.-,-,".�-II.-I..-.-;��l---�-I.I..-.-�l.-�l-.�---------.--,-- IRREGULAR SEE PLAN --,-,-.-,-.----.-,-- ---- � - - "-".----.-,-,.---.---,..----.-�,- TOP OFDAMI 633 � i t� --..-----,-,-- ... �.-v--.-��-.-"--�-.�,--",-�,--"-��:--.-.,:.L.�,-,�.--.---�,�---�,�l-l��-".-l--,,,,-.,,-"�,,-,"�-*r,�-,,,,,,",,-_--�l,i��1.11".-.-."-,--�"-,-�� WEIR LENGTH4; i 20 . L � _ _ -r-- 11-1--, -, ,.-.-..,,- ' ........ �-1---�-�----�--�--'�----�--il.--------��-----".--��-.-�--"-��'.�-�-��'--'.''---l.-�1--"-.�� WEIR EL. 1 62-9.75 . .............. �",.---"�,-r,�,,��l".�',�'�._-��'"'-,,-"----�,_� .... 1r------------1-------'- �. ...... . -,,rX,--- ' -,-, 111.�,.��,--....-"�,�.�l.,-."-.-";'--,�'-'rl-,-"I - I-'-- ".-"�"'--."..'��.-.��--.---,..,--�-,� i BOT ELEV .... 622 ------.-.--.--------'--'-------:------.--l-�------,"--',�l.r'�.�-1'I I � � ; ----- -- ---- , --r--l- -r-"---,-'.-.--��l"--l.11�.-'-'-'-'---� .... � ... ��-.1��--..--."..".--..,-..----,.,-i------- TOTAL DtIPTk ----.,-.-, ii - ---- - -- 1-1- - ---.-I-.--.- -- -- - I----- �, ft. ; - -i - --- - - - -- - -.- .- - - --- ... �-��"""r-�"I'llrl�.=.�ll-...".M�,-�-� . ...... -,,�"-".,,"---�".-,-,-.-.r-.i�--- I DEPTH OF STORAGEl ....... . ', - I.— I-1---... -.��,.'.rl--"r.-�.-.'-.�-""Ir"'--.--"-�'-'� --- - 4.5 ---r ---- --.- -- lr.r_--l-"-�-�r---.�1--".-r-"'-'��-----r-'��- i -1 ft. ,-,_-_-_'_.------_.--.. : r RISER DIAMETIEW " - 5'X 6 - - ' ' --- - .... : ------- � - ----T ....... ----,-.-- - I � ! , -- � ' I 111.1�1.1�..,.,-..'�-,.��,,�.., -. -1----- --- . ..... ------.,---.----- -11: 1--------,.,- - BARREL DIAMETER� � 60 - �---�"I'��--r-�.'--.-I-r�-�'l-,�1-1--.-Ilr 1 in. --------- � - 1 r- --- ---.-- - --1 ... r. --.-_,r.-,-.,------- . . . ......... ... . . ... .... _ . ....... -..,- ",.--.r ---- -- -rj------1-1---1--- I BARREL LENGTHI . ..... -.-.,-....""--,,:��.."-"�,.�-�------.--".-.�""-", _-,""--.-."-"--,"�"--""-,-,-"� ------ 55 .. ....... ��...�-'�-,�,�.-"r..r---,---"-'--,.-"",-,"r--,"_."I - . fft. t ..... .. . ,-1 .----1.-,--,-,,-,--: i BARREL INV. UP� � -----'----r --------- ---,----.11 ... ....... �l-,�_�-,.,__,--,-_-."..'�--,--'.-� ------ I'�,r-�'---'-�----'---�--.rr---�------I 62" ----- - I-- 1-1 -- I , . � --- r1-rr----1.-.-----, -- � BARREL INV. DN. I '-r ... . . ..... -----1,1---111--- ...... -,-,.,��--.-,,---.�.-I'�-.��,-.".4.�.�-.��,..-,.,�-.-�1.1-1�-.-,-� 621 ....... ... �.,-�,��,--",�.�,-"�-�-�.,��,-.�,--�.-�-,---�,,�- � 1. � � . ..... I ... .... ...... -.-----.- . ..... --, BARRELSLOPE! --1------r----11-. 11------- �.��--."�..�----..-,.,--",.,-"-.�� -.1 '----r,r'l- 1.80% -"-'--" ------ - --_',---'-,--_, -* -1-11 __ --l-I - : � - - - �- - -r----- --r- -1 ------- CONG.ANCHOR- ' .... ...... ................ �...�.--"".,--.�,��r-_.�.'�,�".--� ... '�.-��.--"",-",",-""-r,,',_,,,,__,,,,,--_-,,_",,_",,"-_r,-,,Ir_"r SEE BMP DETAIL .. . ....... -__",_' ...... -�,--,�"-�l"--""r-�---'-"�,,�.,�rl_,-.-�-�.11�'.,�, � � i SKIMMER SIZE,' � 6 I—. I , in. .... --.,-----r--....1 . ... -.1 ------ - �..--l'�.'��r----.�-.,_,..:.___,,-,�,� �, SKIMMER LENGTHI � -------- ., I -.. � - _-, 8 , -1-1-r-- -11-11- - � 'ft. -.-1.-....1-,,.- .... .... ��l-l�l-.,.,.��-"-",--.,.!",�-,.--��...-,----,-",--."-,�,,�1--.,-- ORIFICE SIZE! - , I- - - - -.--- -,----.,-.--.___,---_-- ------r--1- ' -I-- - --- -1--l.- -- .1 ------ 1-1 --��-----�'--�"--.�"'�,�l-l-"��-I'�1-11-1�."r"".-I�'�l' 3.1 -------'--.'.--- -,--,._r_-'- - � in. --- I -- ... '-,.-----r-.,--', SEDIMENT POND IN COMBINATION WITH THE PERMANENT OUTLET CONTROL STRUCTURE IS . DESIGNED TO CAPACITATE AND PASS THE RUNOFF CREATED BY THE 10 -YR AND 50 -YR STORM EVENT ' THEREFORE THE PERMANENT OU TI ' ET CONTROL STRUCTURE IS THE EMERGENCY SPILLWAY. REFER TO DETAIL I � . I .. I . I . 1 0 YR STORM 50 -YR STORM I RUNOFF RU�NOFF - I POND INFLOW 259.4 CFS 349,1 CFS POND OUTFLOW I 1 1 5,5 CFS 1 215,1 CFS 631 �2 FT 631.9 FT ELEVATION ---L � \ / -, � , \ " ,� / � 11 , - . ,-:-\.-,.,:I 'p. - 11 - - � , I r, �` ,:.97-----� -, ;,.- /, -1,:., - -, I f, \,- I 1�11 "" , ''. k-) I 1-1 . � � �,-;- I - � ..... � � .,�,-,, .��-I��i � -� 1�pj,,�p \ #\ �,j ; ''. I ., , - - . � -,. . , / 11, /I -- --- ) !NV/ m--- � . / / , / , / * �,, I : , , , :, ;� :j.,';�, :,, �' ; ,:1 r � � � , , � �". , , , , .:,i -,� - � -- � , 1. , / I /,N,l I I , - 1-1 I � �, ,;,� I , , , � . I I- I � I . , , 11 , � - . � t,, . . Il-----,---* ; �, *� � ��, I ,. .- ;.", :-� :, I : . ;..1, � ,. p, , . � " I . j j lid , - / I 1� -I- ,- � , ,-, , ,,,, ,-.*,.,.,�./.::,.,�,.,�"z��,,.,�.i�".... , . � v: I J I ; � , I - .... , , � , � . I . . � * ,. ,� :� . .. ,�, . , - � , , ,.� ". , � . � r � " � ,� , � , I , . � . 'I I I " I ,� , / � i � , .11 , , � ,,-- . I im - -, -: - ,-- / � . , ,', , , � �, � " , — , I, : ,:�, ,. : ,: �� . � - :I 17 , � 'I, 1, ,�,-! , , - -7 -1. , , , � , , �\ I �;� � - // / ft - ` ,W.': - - - - I , , ,: ,:::::: , , � ,-) ... � � i ..-.. lI! I ( 1, - - ,. . , / ,�-, . I .. 11 :*-�--,�: �,�.:; �-� - � - , I �, �, , ,", �! , � � - I � � - 11 ( I, I - , -��:-,-, � 6 ,�..,f -, , � . - - .1. � � ��-.. I , i�. , �--.,-,-.-'�,:- I . - - . . , ., .��; , l 1 1 ,. // " [/11 - -� . - . - � - , - . . : � �, -, ", , , �;�� , � ; , , � I , � - � � I � -- �X, I-, / ,. ., : �: ; Q , :� . , I / ( i�il / 11 t ((I / , V, -- . I.. , I - --. �!,--. ,-�,,,,�,-.,.,,� I �,,,,,,,.�:-��-*- .".:, ,: .: �.- � :', � -� -y� -, , , '' ;, � , , , - - `� ., � -�;,. . . - � L , , , ;* . � , ,�, �:� � ��:, -, ," 1 � : / I � 1 1 - . � ,- � , � , , t -,� �,, - , .� ;":.�,,,,,...-��t.,�.��;��:-"*�.'.� -��,,� I� � I � ). � - I . � : :, - ,-.. ,. ,. � ... ;,-*, - ,�,----4,-,,,,��i�-,-,,. ,��,.�.-.�,k ,-:,7-,��:��,�,,-�*�- - I I � I IN ) 'I I I � - -,�,,..��, � , - - I — — -- I I /:,��::V:�, I , , � z, , ,- ,2: � - �i.. � �;, �� ,/N - - I .---:.- , --� 1 �,� ,, - -.1.- 0. - - r, - " , - 411 11 1. .1, � \ k *: � I I -�:-�.. � , - , " - , I I I i I, � I - � - , -, ,-:� - -�, ,,,��,.�� '-:L- !�."�" 1:� � �-�,- 1,1,.:�;�� - - / , 1, -�: I I ,., 1- � - .": . ,, :.: .. �. . , .,� - , .. , , . 'I, 4p, � , . . . I — , � . , . , . , ;, , . W: , � I � . , . �- , .1 I . � .,-a , , :: . . � � . � . -, . . �� . , . . - "I ,� I 1 / � f, I . - � � � , � . , , , - � , . � . - . . , . . , , - , , /, - / A . .: .1 , � , , — . , .. , , , , - .- <.: . - �-� �,,�� . . . � , �r. � ., 'k � I -�, :1 , , I :, , , . I - ��- , � � , . �,-, ,- , - , " - - .11: 1'..-.,- . - . ".:�,,-,-,`��,"."', �, � ��..�, � :.- -, --N 41��-;- ,�,�./, , I � � . . -' , I , - � � I . - /. . � � . . - . - . 1 z.:, ,,,�--, " � -, ,� . , I .. � ... � -,�v fill � 11 /-- " ::, : ��-v 1111-11 , . , -, . -, . - - . 1 -7, : , ,- -,1. . 1, � . .. .. :� . ::: I I . , 11 11 . � - .1 I . I , �� 1. - I I� , � , :.�i��:�-.. ,�, �� :--,�� : I , � , ,�, , . - � ., �: � . - � . - , � " s I - : [I : : , -, . ; ,,, j 5 I � ,� . ---_ - , 77'. --;-��:,,,,,,* . - >, . .- ,;;�� " - , . - , -, -- -:-��- -, d��,,, , 11 ( � � �� t x I , �- , - . - �, �.::t , . �-,J. I j # I , �, I . 11-1 - - -- , '': b -,,*** "i�.:��',�..*i-.�l��,��.�.-.��,��,.�:�,�,-;�,�,-"�.11��l-- ;� ,--1,,---,,� � , -- .. , - , : � -- - �,- , .. ��,��,��.k�:t , -, :�-,�:.,f Ii.. � , - - - -- . P, . I 4 , I , " - .. , .I- . ,1 .. � � e ) X � �� ,",:;--�-.'.�--��,,,'.,',',�:,,-�,��. V�, " �- ) \ ,� i % I \ ,--��-,��-- --- -- .- - - - �-,,�:�� ` �e:�, -!.�:�.,i� /I � �, I p , - I : :-�.-�:-,--,],�,:,- *-� , �:. - ,,..,-,�.',,,,...��.!"�.,.-�,..,�, ,,��,. ,.�� , - �,/ � ,:7�� ,, -./-�: . - ,"- -:;2 �.- ��- ,,- - -�*.-.§'. -,�.,,t -,-�:�-,.-- � �., ! , , r X ,* , , \ \ 1, . \.I . - 1-1- ,,,--1 - * I , -..,/ .... � - ��,�, * �.,� � .", / , - , � , . :5 s " I", ; -1 rl�, 11 -- 1- * I , , -...-� .� - -, -�,�:*,- * - � ; , /, / 1, , � I � � � I iZ 1 � �. N--, \, � , ./ �� -� - � .� ". � . 11 � - � .: - ..... --, , - -i,",-,!,�,�,, `-�-,;�,:��,�,�,- ��,,,�,� �, I , . . - - � - - � . I . , - z - . , li,�."j," :,:"- - ., � I �, - I I I � ,.--/., .., .,/.. -., ,,- I I . -,-� ." , -, - - --, -��Ro , - �,l �, -.,t],�], : I I--, .., . /- � . \ � - - - - - - -- -x , � I-- - ,.e -, - � � " -- `,,��--- � � ., .- I -..."", 1- -:.�� I ]�i.�.-,.,.-,-.-,,�,"�.,�.',".'�� ,,�, �,,� \ . , %� � - , - . , I :- - .7 �- �--,�-� �-::-f,:, .: -� I - ,1- Ill. � . , /, . � � � I 1. ". --, . , � .:: � ;, .��* �� -;�-;/, � I ,-, - - . 1'. ,". - - :, -. .,., � �� 11 . . \ 1, , � I - -� /��<: '-I- - ,,,,� ,.�.,.- ��.,:-, * I � . .�, I 1 !,.:,�7�7. - . , -- , , �,- I I N I 1*1 , ,��..�i-,,is,.-,�.,\ �A � :,�, � 3 N� \-%�,\ , - �- :,. ,��;: I I �u I ,-� ,�,,C- : ,z , L I . :, , �*/�- * - ,?.,,,-,,,-��,�-.� �,,:, - ,,f ��, 1� 1: ,, I \ , . , , .. I ,t7� -- - . - � - .- . � - . - 1.1, �.- ,;.:, .,�.: , - ,. I v � �- 1-1 - - - . * 1, - � -:- - - - ` - , - v � 1 � \ t -119 :-*-, - .. � . . � .- 7 � .. - - --. , - . ,: . 1 , . , - , . � �� r7-�.: -.1 - 1� �.. , ii� � , , , I \ I . , - � 7. . , , . .. - - ,�,�.-.� �.i�,l -�,, - �� . I � t � , . ;��, , - �� ,,,,-,,,-�,,-�.e�, , V.. . . i� , I . I � I . / \ , , �, - - -- - - ., 74 .,.,�, � � � - , - ��, -�L `�:; ..-'- - ��. i -/ : : Z , , . . . I � I , \ � � 12 1 , - / . - . . Z .-1\111 , " , , .. ,: I- -1. -- - ,/f��,, ". lk)� 1 - IL ,N� ,�� - , -, �,. . - -7�7-., �� :-L : �-, - . - -�� ,:,:�, , , , � V !;;, �.. :- � - \ -- -� - : �!, �, J'! �;�� ,, / � � I - , \ \ , � I , :-, \ \ �, � I I t. I 1, I - A "I' / I I j� ,,,�, I -, -, -_ - - - - ,---�-,, - -, * ,- - V-,,,--�, ;. J,!!, - : I A \1 - \ ) � � , I , , . I I I � \ I , . - - �L *: �-- -,!: .-.- *,��,�, - - � 11 , � � I I )� I, � 1 1 1 . � \ \ \ , - - - - " ,- , �. , - -, :� .,.-�.,, � ,� � -� I b :, i` -F; ,. �;,�,1�1:,,A: : ,--,�.,T j - I - I � Ix k , 4: N . .... � - .,��,: , - i, , ,v - - - , ,� \ ,\ 6tN U D ED,:LNITS ' >- * ' � * , I ) I I I i V \ \ � i \ N, I\ , " 6 `�, --- - V . , ,.- -: - , - � - : ia.-:,�---�-;�,t--,-�*-, , , - , o:* " ,* I t ,:., IN - * . -�, iV , - J - I � " � \ \ " \ I It " \ , -, � . ,- .,: , ;�,�:, -� . � 1z , - , , , : � a � \ � - . \ I � -.�� , �: ��4 , n,,. I-: � , .1 � I "I ,. , . � - - ,�, 1�1, �11 . , U , IT - � �\V . , IN 1 \ �, � \ , - , , :?� .-� 1�1,1 , A,i - I , V� t . - .- -� , �.-. ", .", . - ,, . ,77 - - . IS �,�� :�::::��:,,��;, , , \ , ,, , � - ,,, , , " N11.1 �Q k: � � , . --- -,- , I 1. ,0 � . , 11 ., � -�-- - -, , ., , , - �", 9�,, /v, ) -- -. -, , --, \ . , I I .1 ,� �- -7., ,,-, . ., - I ". p �, lz� , � .1 . -i- � e r < ... I \ - < --;;�, . , 'I. � v - �:,) r i � , - - � � , ;,, . , - , :1. � I \ I 's " K : - , , - � - �— , - ,:�� ,� I 7.1 �� V� - ---, - � ,,�,. , , - - - .., ,. - �1 --,- -* - - ..,(i��, , "A\- \,\ � � I k ,-- . , !!, - , . � --,: , / -, I ��--i�- - � , . �`.,�;,� i �-, -�, -- I �,,1*,,., �.,---,�7. - - - -- �, , I I � �-. . - , -, -�� . 7 ��: � �,�, 1 6 - IN, ,,�. N. , - - , - � I . , , � � ,, �; . . . � ,: ::, ,-, , ��,- �N ,,, �: . ! . -, \ " 'N. " I , \ \ V, ---.:�,, i -� 1� � . , � . � . : , . - � , I , I , - � I � m - I k ,% � \ � k "I - I - - � --�, - , : � ---1117 * � , �, --�� I . I � '-- - � -- . .� I - � � �,` �� 'i I I \ . I 1� I -* �, , . , �-. I : ,�/ , ,-,� - � - � � : " -, ." .- - � 11 I , I - � � . I �k \ -� \ 11 \. ) � � � : � I I I- . - I � I - LL � ) ? � 1� 11,,,, , I I � - . � � -N -,�. ! I - I . � 11-1 NC , , I , IN I , : rr J I � � 4 �,I I I , \ , , � . ,�, " � , I , ,--�, I - --- - - � . ,": 1, , , - - -, . - , � - � I --,- -, - , I �,!, , "N , \ � � , � \ ,- , ,,,,��\),- 11. - - . / , , �, - . . -,- , � :--" . . I I I . K\- � , I � r. \ , N - --,. --� - I - � - � -�.. I � /., , I I I / / ) -', I �-,- , , -- " il -L � -- - --- ; 6N - D I T -M H-, 7 �. " ' � ' �< I � � , ,-, , , I I it � t \ � ., . 1�1 I I - - , I I , I " i -, N ,- - � .TEMPQRARY DIV�R-S[ -.- - - - 11,1-:..� 7-'�:-, 1, . I .1 � 11 f , I,( t � r \ � \,, \ ,� , - ,--, - � I e� . lx�. .. -. . .. 11 11 ..- -, I I 1, ' � \ �4 11 �,� ,�;, \ - 1. I I . ,, I ,. ��- .r_ '' .,t ,., , \ � - \ "\\ \ ,,\ ,�, ... -- - ". I I . I I � i \ -- - � \ , 3, c_, , -, , -, , ---- - - ." /� 11 I I I I , -, I . -, . - �, - � 1, ,- , -. , ,: I t ". , I - - I ,, �� -I�: I -I ,:� ::: -, I , I I I - " - - �, ��: �� - ,, �. - .. I . I � \ \- -� , Ix '. ,,- -�, I \ I" \ \ 111z, ', 1-1 - � �, r, � I I , , ,,-, -, ,\ � -�-� " � � ) "' , - -",, -7 R-Er-E� TO -Delhk-ii- --- .. � - , N , 7� -', \ \I K. 1, �, , " " - -- - � --- I -- 1�1 z 1, �. - � ;;_ ,�� I � I - .,�.- � 11 I � i ,j L \j, � I I �� \ \, \ -,\ , N', " "I 1, -Ry , \ I I - 11.1. � .. � - - ! % � ,- � N t I A i A � . \ \ \ -- , , \,\x..,,, I I �� j � ; " , - -- - . N \ I I -/-.... : ; I - -1. I � e&,\ \ \ \ , \ , �\ � - - .1 -,� \ .,� 3 ) , \ . , , �. � I -- -- , 4': I I 1%1 1%1 1 � - , . \ " � I a \ " \ , .. � -:::4 �._:::�� I --.,. _-- ,- I i , I -, I 1, - I I I . I I ,- / ,-!", � I �, f \;I -�F � �,k A � \ ,\� ,z I ,,�� ; I . i. f � ), -1 -, ,�- I /0-, ,"- - ; . t . � 1, I , " / I I � . � ; � , )" ", , , \- � I ,� \1 % \ \�\ , 7T .". -NN " i 1. - . I,/ - ./I */- � � - �� , -- ,,� 1\ 6& - - ,Y,� I,-, I 1 I,i , , I \1 1 ,6 , ,�-- . � � �\ ,, '- � ,-w�� , - I ; 7 �� 1 �� / � i I \ , � I I I I �, I I � I � � I - : I ! / , :N�N - - ,,��, , I - , n1- ,� . . .1-01 � i ,�,-- - 1- - , I - �A �1 , - . "I `- \, , I - - �, ., - , , , - . - \ -- � , , - �� : I - - �\ � � �- . : � b � . , � - .,: C I �, - �� I � � - I I I ., . - � -,- -- � � - - - I m� \ \ I . , , , - ` -- � �, - ,� I- / I 11 /I z . �> � IX . . . 7. - / . I � � \ " -��- I , - I - I - 1 i \ -- � - - �---:, --, -,, - , i , , ; , I �( '� 1 1 , �-, --- t i , , - , , - - I - - - -,- . 1. � ) � . � I k . - .1 \ I � � IN -T I - -1 I - � -- � ,�� t \ � \ \ \ , X 1\ 1� I : I I ---� -- " I/ I I , , � � v , I . � 11 , I - *11, , . i � - � � I 1", . . ), "I . , , -- " , 1� I ---, - , i � , \1 \ I --,S r \� -- ,-� . , - --,� - - I i : , I , I I i � -- , ( I I - " �,� , 't li, -� , , , � I I > 1, , ,.1 K / I , � ) � � \ \ . . , \\\ \ ) \ , ,�, � N, ., -- I � . 'I, , , : � !" ". - - 11;� - i I ,1-1-11 1, I I -� -- - - �� . . , , , N X\ \ . ". I ,-, \ , . I "", �, � , I - -- -1111,11",- . i I I I � ; � I � I'll .... I �, ,\ I " - \ I, I, \ �) I 1. ., &�\ -�\\,\ \ \,�;I \ 1\ I * Z. . " ------- ----.-, ,-,� , -, i i ; .� 4 1 ----- N, 1, � � � � N , VN � / I , \ I I � .� \It, � ,�\ 1-1 11 I " ar-z.zz � I I � ,�� -- � �11 ! � ) / / ,,� %4 , , .k, , - 1, �; - \ N-, \\ I � -, �- I I ,.,,.;\ j- I I � " F\ -,. . -� ,j � � i I � , � ----,-:;�� I f -p ,� / - -- -,� -- � � I \, � 'r 44-4 --\ - - . -, -!* -- i / � � ,� I Ij , �, � � �, \\�`, - I ,-. . -� I 0'0** � � v * -+- - - -: �-! ----"-- -- , --, , ., y . � I k, I \ - , 1\ , -- -.1- -, - I ; - L I ;I-__.____ � � . � � , \ \ " 1 7 ' :,�, � .. ,/ .1 I - i jq�� --, , -I--, , -i --.--� I ,,� I I -gl-kAl��l � � \ 0 \ ,ty-,, . -N , -- i C j . ,� � -�,,, ,1\ � \ ' , 1,\i--\ N, \ - - - -1, -- . �� - / ; i ,,.� �11&1� ! I I - i I \ , t , i �\VIN I \ \ . -- _ _:� - ,--�, -�--,, -- . . 7�7-: `1 I - - j % 1 � "I � I � ,4� , � \ I , / h \,- -- -- ,�- - , I / I � 1 � , ,�, II, - I , � I \� I I, ,\ \ - , ,\ - - i I - I - .. . - 1:�� - - F s- I -- i ! I � - � I ; -, " t , , - :�� - �- "I - - - - .. � : , - :� ;�4-,, -- !- - , I -- I � I I I � % I � \ " , \ 11 \ I " \ \ *k /,/ I k " r , I\ \ \� , - �- - .. . - � - � .. 11 .. I 11 ,!�7; ,� . I � ��,, -,� - --- m 1 --- - :X 1; / i. , f . \ \ & I -.-- --- 11 � I I I � f � i I . . -- � �� . ; . ! � ,� 1, � I � � � I \ -, , I � -, i --,,� / : li �� I, " \ \ .. � i I " &, , - \-,*" I --, , . - -- - i _1 - -- , --� � � i I ! -\ , -\--- - -- - ) . -.--- i ,- I - I,\ " � \ � - I lq\�(� \ \\ \ \ 11 ,\ , - ! , , - - , IN i \ % , \ ,\ � \ \ , - - � . \ �\ I \ - , ... - tl-- - `< - .----N- I - - - I � I I , , � - % --� I I , - . . I I ,,<,,�,, 1, I/ I / :� � 'I 0 1 1%, , ; N\,\I . �� -��------- i \-, \ \ 1, �- -, --�=, I ; : � `\ ! --, � -�- I ,It ! w \ 0 ji I ) / , / I I I ! I , <� - - - - -- -, - - - - f - I ,-% I � I - I �� I " - , �, x \ - ��\ � ,�,,, \ \\ �- - -- - - - \ 1 �� ,-/- 1 -�:t� - - �- - . � ------ : I I � - I - . t \ I- \ I I i x\1 \&\ \ \ A I \ \ N, - � - , I \ J - I i � - . , \\ i - f - /1, L- �. _--_ � � � A--�� / I \ , I - - �.- � I I . � � � i , , . i- --__ -- - 1 -5-.%, I -- - , � f . , . � :i�- ---� - , - / 4, I , , A i ,\\ \N - - - 1. wl ; i , I � � I I 11 -'. I 'T', � , ! ., 11�;- - - -� I -- . � � - I - I � I - � ; � ,. . . i " � � -- " . I -�W_, I I . - \ � , , , * ;'.'*..I&, �/ � -� I- - A \ \ --, ,- 'N N- .1 . --4�) -- , I -- ,11 , , . ; \ -�?,�!, - \ , ,,� , �11 � q 1 1 , I t IN ,\\ " . . I I I s -1 - ti,---, .��H-E � i��,?,, - \ I . �-� : -- , \ A, --� �� I - -- - -+ -\ . -� , 't- Ty,,T �� - - D�'� l, �� ; I � . � . 11, �1� 1) If .r- ��i --- 0- A � . � u\I I , : 40 BMP-'�010-TUTN -,, �R 'TORE / I/ ", 7 -,,, -��-, -I,-- , , - - � ," . A �� , - I k \"\* - \ \� \ \� \ " , -1 ,- � - ,1% � �,,-- -!F�- - . i \ , � I � ,,� �w , & I \ / - . i .. .. I.110 ( : � , "k ", , 1 -,� I - 21�1* -� T � I . I I -� - �, -i- -"-I u - ! z , \�� \j I ", ,,'I,-,- . I -N I -- - .- I 1\ i -,:�.---� I .1 .-. � N � � "\' \\� ,v -.,----,,--- --� I . 11L --, . �, I Iv � . - ,. 1 ,\Ijl)� p? i , ,\, ;k�..::I-� --- -- -, -- -- - I -- - -,�&_- - �,-,�-- - . NX : --- i -\ ,�� -- -.W , : � ,11� I A : � 0 1� '*) - \ . ( - --- ----1------ I ,/ I H . . I , \ 11 �,, "I Y11 -- i- - � , - t � I 116�1 , ,,� ) � � I J,s<�---� f A,lu -- - I - - -- ---- j . . , I � , j, --:::7. � -,-� -- . � - - Nzk!�- ,I -, -, -- I ,-, i %,;,- z>; - ",.,Z N-11, I I , � I I \ \-, 11 �, 1� � i�,, /, v � I I �\ , ,,,, " �,-- - - � , i . �\ -f -- i _ I lt " -- ,-, 11 - "I \ M II -4, \ ,\ � 0 � I � \2- I I/ - -- -- -- 11 �� . \ � ; . . \ �0 J �r��, ,�, I , ��,-,-,� -. ,�,� -- -\ � - - _--- ,;,;4- \ -1 -1 I � --,; 1-1 i r . ! /1 �, I "I-, -, --- - \ , -, V \ �, , "Y . I ; � � , ,4 , I I I - - -- - � \ ! --,! -1 - -� .,�;-� -- -k ; k ,�\\�f!-,,�. . I k, ( A - x - -�, --,N - -�z - -, --, ----- - 1-01k�, -/P,--,--5;--. - , " - ,�- \� ; - , � � t � --- -/1, E!T 11;� / 7 1, w , � Y I ,\N,\ I? .; 9 � T, - \ \ I - /, / ];��, - ) �), I � � -,�,, \ , - . %. / . . I . ,J - I -- ,,,' ,,�-� - - - - �--L, �- - �� ,�,, -I- � I , ------ \ , \ . z �� .1 -, ,-N I � . -V - 'Z --'- ' -----Fl I -- --::�- 1-1 1--, i *I-,,- -11; /I 0 � k I \ - jr -\ -I ,\N --, - --A , - I ,-, 1 -.- -� � � � I 11, ,I ? \� \\,k I I, �,, // ,�-,--- `-: --,�,,-��--:� , - --Zz:!Z,�� - --Z-� -- - zz:zz- �- - ; �- , - -I , I ,-, , j j 6, \,\ w , " \ I , , -,- I -I- I --. -I;_ 1�1 i --- -- � ", Z :; � - �\ ,�,�, � r,i It , 1, I'll . ", 1-1 I ,,,� - , I . ---, - ,�- -- ��, - --,�- ,,::� - - I %-/ ,. -------. I - --��-,!,�` I -\ !pf , / . - I Is , \ . \, �- � hI_, , 4 . 1 / � \ k i �, - -- -- - - - , - - , ---:��,- _,z_-__: -L, 7 I . - ,-, , � . I I Y - i \ , i \1 \ \ \\, CA\\\, " , . - , , I --- - � x I 11 A , ,. � - � -�Z� -- -- - - - - - - - , I �, 1 " � , 1\ -- - �, - -- - - � ---� - - � . I , >% - \ � -- I � - � - - i - � , , � \ \ , ,,\, �i, I , � � V ;�, - . � -1 -- .-- i I I I � I I ��, , - �� I I ". -, �,. -V \, -,\ , -�- - :zz , 1. I", -- �� - ,:� - - - -- -- I I.. I ,. � ��- . /. --,-- -- 11.1 ! , -- / I , ) I I , \ ,\ ,. - , , \N � . I , - / 1. q 'I - 1\1! � � , ,\� � : 1 , , /. / ��- " \,,.� - zz.� �, ,� ,\ \ ,\\,\w\ \\ - , \ -� "I 1 Nv� /.- --,-- ---- .1 , I I , ( - 11 ,. ---- :�� ------ / I , \ , , , , ,�� x\\ - - -z- ---- - - - %, - — !:F� . lk� 3ItT-F`ENCr--BA Fu , " /.-/" , .1 - - , , -- ,k\.--, ;Z�� -\--, -- --- zs*z�, �, ---,,. 'N , �. ,i� � /� i , -�\ \,,\,\\ -,�!, � � � I ---� � - - T- � � . I , .1 1 - ,- I ` I", --1 N, 0-- I - t - I -� 3, � ,. , v, , ,,\ - - - --�:- - �--- �11-. - REift �� I \1 f � , , , , , -I Ji� To �� ii I I -m-j I- - 11, — - - -,,�� '-- *14� 1� - --j-- w-�l � I - . i J,\ � 'N � , -- i i 1 --�-- "N% 1v- � N , -�, - -I,,- \I - Z-<��,��,��Z�� ,% 'N', \,-, ---- -:- - - ,-, i I -� I I I y - , '' r \ ,\ , N -, -\ \'-- I I ) \ , I - , � ; I � , § 1,11 - \ -- �0\,� , \ 1. �\ �, - , . -�- - ! V i MH ';17�� L " ,\ \\ r N � --,N I , ; N� ', - / ; d4f,),f I \,\ I., , , v � \ - - - - - i. - --,� -,, f - -- I -11 i I I ; I , , � / I � , �,\N, , � ,� , \ 4,,, ,,,�,,-, N, \ , 1 - , / , x , � ,N,�, I I. -- . -�-\, �N--. cz� ,t , ' k �\ k \ � �Xl ,,,1\1�x- � I 11 i , i I , i f N i I ii , I il�,-_ k / \ 11 \ I , 1k S � � -��:�� N - N � I - i - �;--_ - -.-: I P ,C, , \ � \ A, , I . - ,�.� � j . , I .- ^ i- -- I -.---- .- �� - - :%, , - `7, -,.., r - � -.---.? z i lxl� \N�11- I , .� - .- I -1 I , ----�,-,- --- , , .% - I \ i \ j, I \, --� "I-,, , ,,, ---'- ,-�,- ---,w : ��. I . � - . ,- . � \ "Ill . - ---� I "N' \NN -j/A - - ,� I - - N 1* � �\ �, , -� -- � - i I � k \ k - N, , I --, >, A�-- --� N, I v 1,� / I N � N I, \\ �- M',\ \ \ \\- A-�,-�- ,,\\A�\ v , I - I I , �\ \ � I �1,11 A I t I f--- ( - -- -!��-- - -- 11� ��.7- - �, � i,,\�, i,/ �� 1 \61,�,, \� \� \\)) \ 11,�� I I " / ,// � I -, ,- I I -- � � . I . I/ ,,,/;,�,, / �, \1 I � ,\I I - ","', -,,-- �- . �� - _- f I - ,��,.,- -:- , � I- - , � -,- \ - , � X1, � I , ) 1 7 . I - ,\ I � � -, -- ::::� :�� . � I . I. ,-_--,� _- * , , , ':'- . ; - �, , I % / % , r, � -� � 1\ i , � , I- - --��-�- -.1 1 -7 ,,/ ,,, - -,-N-- -N � I :,O: `>,:5 i -, -: . ,,, t � - -� �, � ,g -,-� - I , �-� - - Amm \ I , I -:�- _:� ,- , , A -: . .. � I -. �� , -� � w; . � j -,".j / � � \ \ - �, � ... k , , - -�::- - - �- -- �, - ,.��,� - -, - � - - -- -<.- . , - ,- � � � ! 11 I I . � , , � � � .. � a . [\ I---:,-- � � -,", -, 11 - , � ��,-�;- -, --, ,-�,-- \ � � Z� ..... - " I I \ � I \ N�1- -- ----.� - � ... � ;,,.� \ , - -�,..,, &� -<� 7 11-: , � . - , -, 1, I / I . � � \ , \ , I \\ &v\\ - :�- -1 ,-� -N - -- -,,�,- -*--� - - -- - - - I I . ,. ., : , - I � ,f \ / % )I \\,\ ,\,\\� N�,, \ ), ,i� --,,� -, - --, �- �, - - , - - \ . �- ,�,� - / - � ,� ;1 . , - --\�, -�, - - - I - \� , , , , � ,�,� I I - . I - _ , � . -.' \ �_,'. 11 --. m- ,� "' - , ,�� i , , , � , , , 1�3- - �.. --�7�, - - - -, \ -,,, � 11 I - I- - I , � _ , - �. , �� - --!�-�-.., - ,, � " ,, . i - ��< �� "'i � \� . , - . , . ., I - .1 I I �- --V-:- , "' ,�-- � -,\, �N E�,---.: v----/,�..;�,.,,�, *. � � - ��e,; T-- : 9, -,,.,-,----,4-,, ,- : 11 :,,.�-. - ��, - - ,- p-,...-� 4-- f� � \ , N 11-1 ... - tv , --,�, �-� ,- , - ,: , �- I- -� I I- �--,, - , >1 I I 1-1 � // -�, I, -,� � \ , 0 , � , ,� I � , , -- &�- - -------, E, i�,�. �� - ,�: .,-i - �- -- , \ k, - , - , - - - I mr - -Z : ;_ --,:�-, , I - � i� \ A --� - -- I-- - -- ,��- - - - -- :� -� - ,,,�.� -,-,- *--,- , , ��. ��. - , - - - I - - - . � , 1� - ,� ,� ,,,�- !!-�--v. -- - , - , \ I \ � � , � � ,�\ \,� - �, --,, ,� - � --, � - -"- � � �- \\\\ \ I ,-\,",- -,�,- - - - � - , � - ,:: I ,, �:- , - ,!� - ", -� : ,Z�� 7 ; �:�� 7�� --, � k , � , , 11 -\:�\ . \ , , I - — - , - .i�-- I - - - � ,�,, ( -er' I \� - -- -- - - -� -- -�, - -:- - N�,-<�N,--,�- � \ �,, \ �\ , - " - % \ - -� � -- - \ . -_1 I I � I \ , - " �� N \ - �- ..�. 0 1 -N I ,,),�AA\ \ � -, A , . - � - ��— ..--\, ;, � I ,.. `Z � I - , \11,� I --, .. . - -7,-,�� ----�;e� ::---:�-Z�- -,�-- -- -- , \ � \,',\ - - - -�- �7 ---'T' �, -: . � - � �� , �----,.---,-?-. � - , - \ ( \\\ A � ,-- - ,� - - - - -Z- -�- -A, , \ " -, N , .. i7��,� %11 �, -� -, e / � \', I: ,�,� \� \ �N - � , � ,,- -, ,,,:�7-: - -, - ::��, .- -\Z- \ ,,,-,�\ � I .. -7 - . -� - -7 . . .1 - �.,�::- ,. ;�. -,.,,,,- -,�,�,-�,�:r- �,- : , � . I I / , � -, , - - - -- - - - --- , . _- ,�, \ \ , , - --, -�-N\�\ - - . � . I . - - - �, � �., I ", -�,:,�. - ---- , \ I ,-� - --� - . .1 . �-\ - � , - ", .. - � .. - .. - I . I / . � I v -�\ I :�:. -, I / I I , . ( � � " � - -��-� -,Z1 -t .\ . , M .1 � .1. \�\, \ I I I � I .: �.- - - � . I - \ ,�, , \-;,� .. ��-� , ,�,.:�� .. I - I / -�) " Ij , - - - � , "I", � � � , - -- --- --- - - - -:--:, - ,\;k,\\,\ \-.,\\ \ I 1, 11 �-v. *111� I ,�<,,* N�,�- .. . � - I � -,,,,-�- - N I';. - . ��? I I . - �, � - - -,:--� - , N\\ - . ��. - s: � .11 , I J�- , I � --: --:Z: --- ,,,�, -, - )-,-,- ,\ �\ ,�,\X�,\\, , -,,-,,�;. .11 - . - - . I - . . - - -, - \\\\. \\ -,\ �- I I -1 � - � , �, \ ,,`�\,\NV . . 1. - . �:-::,�� -1. - � / . . , . - � I ��Qo I , . ,�..,- I i 7 S.!�7,��;� -1, � ) I - ", , , . - - . �.. ,�,-�r . , , ,, �� --� \ �, \ \ ,--� . - r- .- . .- .--,.. I - 1:- .- I I ��;� I-, -- - I......, ,, 1-� � . - --2'- 1 -� . .,� ��;-p :; �--- �� ,- - , , I - : - �,.? \ I - - -1, \ --' - - 01� � -- -, - -- - ,� N ,::,- �, \ - q,�r N - -- - - -- , , , \ ) , \ I , , - \k, \ , I �< . 't Fr - -- - --,, -,�,- \\�— I I \ , \ - - .. �-� , I . - , \ ---- -- :-:7 -, Z� �-\ , 11 I - -- \�,�,\. ��--- - -- -.� - - - � : � � \� , - - , -, . --� - .�7 \ -,\ - - -:�, - - - . 'N ---- -,-::�Z- - ,;�7 7�:�- ,:J-" ,, 11 ,�-� .., I % � , . - � -- �- -- - � -- \ \ I \ \,\\\\-,,�\� \,\' -- - . t�� 1zz;�-11.-.1-,1 , I ; \ ,,e - . I �,. � -- il- I �\\ ) � ... - -- -- I , , --, ,\-,.\\\\\� \,��,�, ---� --- -- � -,�- .1 � \ �, - , " , � -,---,�, rl_ I -1 � -- ,,,�, -� - -,, � � � _::�- -� ,::f- -,_r . -- - _,,T , - -Ili -- -- -Z� �- . -, , , N . � . N - -1/ ) \11\� - - - _ :�� I ��e,;� \ �� \ \�� - , \ � - -- / J, a I I // \, " -�� f�-,�---- - I - 1,\1 . -Z \ , - � -- I" ----,,�, -N 11 \ I 1, � \ \ \ \ , \ `,\-,�*-� ,Z,\\�,--�,,- - - \, \ ,,- -�,��,-,--, -I 1-1 . - .. I -Z� - - I V, - , I \, , -- I 11 't / j, ": �, 1� 1'. --�, � --� - -, -- iN\- �� -- - k, -G---- ,-- - \ ,� \ \ \ \ \,Z�� -I_ - -� - -- -,,-, " --\- - 1---Z-, , . - - Z -� / /, - , -- N I ,�\\ -�, ,7\\ ,,, , ,--1 I "\\\, I ,� � ,-, -.1 , -- . , - - --- , ,,�, 11, /-�, � 1 711.- -----� - �- ---,�_-- :,,�- , �,, � - - , . . �-- - --- - �; :�-�. - , \ I 1� I " .. � " .., � - N, I --1 � I ---�- L-- a, - --I \ I ,\ r ��:��,,� �', '\'�- �-7- � - , - ,/ \ / —1 If I- - I I ) 1 ---7--- -�, - - \ , ,� � � , \ \ " \ <, -,,�,--191�-,� -,--- ----��N<� -- :Z� ,.\ �, - I I I �, , �, , - , \ " -- --, - 1-1 .� r�;, b - 1� . I , / I .1 - -_,-- - 1\ --11 , I , :�-, \ \ " I . , -7----N---- � -)*,� ,,�,, , " - ,�� I . ---�- " `%,- --- - -- 777, , , -, , ., . ., - �,,�- / �� -(, 1-1 " ,,� \ \ \\ \ 11,1j� � 4!1 1, Z >;P - � , .. -- \ \ ,� \ --, ��^- o , �� , k " � \ , ne - -,t,.� 7 , '' - - �- ' - - -1 '�� --- -�-.,,-,1.11-1---., I/ f,� - . - - \ -1 \\ \ - - --V-, --Z\-----<7 - ,� , -, ,�INV,� � \ """ -. %, � \ --,�-� -�,,-� ,�,� -K � 1 \ , -,�- --_ � \ ,� � , ,,\ � ) ,� v \ \\ --- -*--�a.,N_ " , f,- �, ,,� \\\ \\ k \ -,a - -- --- - - -- -�, - - , , \� - \,/ t� I \, -- ,\ \ , -- I - L -- - �,,Zt -, 11�� ,--�, --',, �e,., I I � ,,`- - I ----, - jq� . -,� w - �, � - � - -\ , , , � .I. -` I � - \ " N �,\, \ ,-� 1-11 \ , � \ \ \ \ 1,1\\ \ ,- - - < <- ,,� - - - - .,1 t,4�1-1,,,;,;N. �- ,� � / /-,=5 * � / k , I X \ \\ � , v \ ,: Z ... . PIP �� , ". �, I- - -_ _,, �,r _:�� _ _ . - - ��.,�� i �- .�;� � � \ \- \ , , �- � �- -� - - -', ;;;z - - I - - � 11- - .-- I - . ,� ,. . - -- � , � , I , , � \ , - - - " -- - , ,�� --:� - - . - � . I �,;_ _ ,�, .� ��L,��, ,- ," , , - -,,,� � ,. -��, , .* 0 1 - I - � . , N 3 1 , - __ _:.�, .�_%, - _ -7------.,.,k �,.` ., --,� � / I � \ \ \ 1\ �- , - �� I \ \ \ \ _, ---- _ " .:--��.7� , - , \ \ \\ , \ X" \\\\\\ '-,"-- \ - . ----:- -z- ,,,%�-- -,,----,,,---� -�- - N �, r, -,1 � , ,:�-:,r`� :, � � - �x , " -�k - - - \ \ , ,A, N. , \ � \ \ - _ \/, / -�---�Z--7�-- , � --1 ,-11 / (L I ; \- � ) " I ,� 'I I - \ . ) \ \ � 11 --- ,� - -� �--- �-, -,�� , ,- 1\ " -- � � I -� \ ., \ \ \ J/ � � \ \ \ \ - , \ NN -- ,- �)� - I - ,:7 ft - , - � - , z / Y, , I , - ,\ \ \ , \ \ ,� \ . / \ \ -- I \ \ , , \,� / - \ \ \ \ \ \ i \ � \ \ \ \ \ VV \ \ ,,\ �, -- -'- -- --- "" I 1� ,-� -\ I r ,,-�. - -�-, �� 7�, � I � - ,- --ZZ!-- -- --.�- ", -- - - SILT - FEN -GE- -' "I Of-, , - I ,;�, .1 1, ) I . -, ,\ , . ,\ k / � � I , \, �� ( ) , \ V-- - -- \,- - �, -11 \ \ \ <� -- �-) , ,�-� , � / - : - / A / , I . I --_ -- . I I - 2�� ::,,,:., - - N ' - I- -- . REFER TO DET, -. -- - \ \ \ \\ 11 -- -- - -- .� , \ I \ \--/ j I , t ,- I . -7-- \ --, --, N�Z . I --�, - - --Z�<;�-Z,� --� - �16 ", \ - / " - - -�� - . \ ��t\ � � / �� -- �- �-� \ \ \ I I - , �- -, ... Z, I - __--_:- - \ . . \ I // � NN \ 1\ \ \ \ I j / ( / ) /N , \ " k I , I',,;"- I ,-� � -- \ x \ \ - .,�� -, -- \ � ,�-� � -- - z /, -, -- -, \\ \\,\\ I \ ---,�,,- \ -a, _ � \ I - - - :- -Z:�N �- - /I k I - , I , 11 -,�,, - * - I . , - - -r- �,� - . - --- -:y4-.-:, --_ --f-) - , - � - - . 11 - -�\-� --\,--I- -Z ��:, -- ,�,, ,/ I /I - / - I I., -�,� - �- 1-1 - / a / . , i --;", - I'-,., ,Z7� - - .1, 1/1 " , - ---- \ - \ \ - ,,'-, - -,� �\\ \1 \ \ \ , \. - I \ A 1. , I - I -,-,�---- - - A � ,\ \ w � \ \ �\ � -� -, --1 - - - ,, \ \ � -§� - - - NLI -_Z� - ,� /' , - - , , - IN, - .\, ., \,\\,\\\, , -1 � lf� , ) i ) ) / / � � \ I I, \ � ,\ ", � - -- - , \ . \ , , \1 , - ---., -, -,-, -- - 8K 0 1 � � � , --: - \ \ --,� "I \ - . V \ I LL , -7- , \ I .,,� -, ,�. , , " --Z.- - I - 1, �� R ./ r / � � 41 ,)� Ps \ \11 1\1 � I I I � I j I',, \ Vib" t" \ , \ I- ;� - \ NL \ \ \\ \, \ ,� �,�,-� 1. ,-<�, , - ,\-,--:��- -------:-:---z�-,---, � " -- , /I I I \ " , \ � , - \\ I \ x\ I � -11��,-::,:�:� -, , �,,�� " - , ,,;��- --, ,�� -,. 11 I , I \ I - ��,- \ , --:� - , / / 'A I \ ,� \ � r_, .. ,-, 1-1 � . \ - "'N -- -!�,, � �, -- - A , t � - -- � -�-, \ -, \ � , :,1-11 � - -, -� �/ ! / ! \; I , 1� - - -- - ��- . , - .. ,� - � \ \ . � \ \ I \ .- --�� I , - " \ ;I [ � I I . � - \ \ ,,, , -\ "Z- -\ ---,, ,�- -, I , -, --�, \ \ e 11 �,> , , \ \ \ -- -� - _- ,,� ,�� \": -1 � , -, - �� ,��- . \ �,� - --� " \ lc�, � � -, I � � \ ,\ , � -1, I � , , \ ,\ - IN\ - --- �- 11 , I ,- � / \ - I i I \�-, ,-\ , , ,-, \. \ \ -) -, X, , , �, -IL \', ,\ � \,� :s / ,., / / , - " I I \ \ \ \ ,�, \ \ , , , \ � b I . - - -- - �,,,,-N,�,:\ - , ,.,- I I ,- -1 ,�� 1-1, . 'N --- ,-,� 'I, , f , , . I . I ,-� I \ , \ I I , I I 1,k�, , " , - \ \ \\\ \ -- , vi \ I . � ,\ I ) \ \ � 1 , � -j -- - - ,\ -- � <�, \ \ . \ \ , ,��, I ,,� \ N W\ , �ld - - , ,:,!Zz, "-,,' � ,� \\ .,�, ,,� \-, ,:-� �- � W, /I- A , I I � 11 � . I- - - , , "I �,, -,,,, \ \\ - . I � �� \ ,:>- - - - - , 14�� - ,��, ). . \ \ I., ,\ � \ \ , , I \ I A � � I \ il I ( ) i �/ � \ �- �11` \ \ )?-, , \ \1, � I\ I , \ \ � N, N� i �k I I I - \ ,� \ \ , --111 , ,\ I / -I' \0 is? � , � , \ �\,\ \ I � �� Il � i, � , \ � � -"-, I " 4 � I /I z/ ,�\ 1i � \ I �, \ \ I � 5'r- ,� \ \ f, 11 t� \ � � \ \ k \ -� \\\\ \ \ \ \ ,\\\\ \ -- - `�, -1 I - '-, ,�, �. ---. -- ,� ,�, , / / / /I , I I i I i . � I 1. -- - - -, , '-,N N \ " I -1 , r i -- �Izl % i , �, - -- -\ " -1:`- , , -, ,-� I, ,\ -, ,\ � I " I -�, -- , , � ( I I ��-- --� — " ", - , -- k �3� � \ \\\� , \ I I � - -- , , 1 � \ , I � \ " I I" \ � ) - -� - - \ �- ��, ,\ \ -', , "" \ ,,��,� " � \ 1\ � , � k t \ \ \ \\. \ \ - -� , � , ,- /i i , , t 1� �1 V I \ \ \ , \ \ ,,� ��N , I I .., I I/ I �i � � \ \ \ \� ,\ I, 0, \ I ,/ � I . , \ \ � ., I � W�� - -- - - , I �� \1 11 I'll I � r j I I , � - \ \ � � \,T�, . 14. 11 I I I . I I I GRAPHIC SCALE 50' 0 25' 50' 100' 200' ( IN FEET ) 1- inch = 50 ft. . � , � tp.-,, ,:, , � , a - ,.r ,� - � . F,v � , ,� �� -1 'I ` . .: ,p - ff- . , � � ,. % .. � - I : q. , � �� . , �� :� �. � I - , - - . - , . . I ` - . - I .. . I , 4 s I.i 1�1 I 11 .1 - , I - . I a ! 11�:- . 3� , . �, 1 , I � . I � ,� . 1. ..., I '"' i - . � I 11-- �", . � I . ,� �� - . �e: 0 0 ��,, . - , � I . - , - I .1 -: ,� . -,. .. I 11, I. �� I � "I'll - I , I � I ,1� . ^ LLJ (D N 0 I 0 00 N . 1. I I (n Q (-) z ,� 04 of . � W � lim .1, Ld uj C) I Z I - 1. < I Z 0 0 1 �.o � � ; I � -� . 1 � I , I .1 � I I Z ,�: M t, :� Q I . � : I I ,. . a., Z 39: ^11w 00:% :�,F i, Q- V) I 0 3: C-4 � m -1z �: D� < , (11; I u C-) Z ,,- �, Z .F- .,. I >- 0 z I ,I- r- L:1 m I I X y) � ,-; %6� ", N" Z.&Z UJ z � .. . 00- 0 3t - � 6j N � ,� . �-j �to < -- � I � I �, z 0 q � I . I & :2 1.0 CD I I � I Z) (f) � - -�t E� 0 I (/) I (.) ? <Q -,L1) C) ,,�,t� " -) � , � 1 I � I < , ,4 3: 0 . 6� ,b (b w I , , K � � u - n I,o I,o � , � *� ., V1 . .z � : I � uj � 1: m I -, - Z. 11 . . - g: , - 6 m , S2 I � uj (L 0 c, - , W . :z uj z x cs. 6� 1 , D- m 0 �� Li al - > IL, 0 � , : 0 r .I- z 0 (n do z z 6, � - m X x u � , � Lj Z, . I � . I . I . . . . , � �� n� r) I I , I . � I I - a �E �� I I . I I , - � � I . @� I % I � . . I , . � , � . � � I I � . � � . � I-%, i � � :1 � - -� I . .1 I'... , I , I I �,:. � 7.:: " � I . ; � , I � �; I . . . -�,,, 1 , � . . I I I 11�:� : I L ". � , � � . ...::: 11 - t-1111- - -- ,,-,,Ir � - ls I �, ,, - I-, .1 , I - ,� 1 - , , I , I . - �.:�� , ".., �%%�:, , , 1. I A�� . ,.. - I . I ", , . ;�, .� � I I . - I � ,:. 1. I I I I � I I I . I . I . . �� I � . . . , . I- . � %.: . I .. -� , I , . � ,-.. .. , - - �. I I . . . I -.-i�: I . I : . I . I �,� I I .� - � ��. --K.�;,,, - :-.,, ; , - . I - I 'I. � 1, , - , I'll, :�: .1 I - 1% I - ..-�: � � . ", - I I , , - . �, ��; � � � ,.. .i ... , �".. - :: �: � .1 1, I . , � , �. : - i � I I ,: , , � �. z IU2-11 1 � � 11 1i � I -, �, U-) (D N 0 I ", - - - C-) 00 N . 1. I I � ii, 0 (-) z ,� 04 11 0) . � W � lim .1, v- N X C) I I 0 (n �w -,�� - 1. < �� ,�=� 0 0 1 �.o � � ; I � -� . 1 � I , I .1 � I I Z ,�: M t, ,. � .. rv, � �mjjj.�m I . � : I I ,. . a., Z 39: ^11w 00:% :�,F i, Lu, 11", . ,< , , � im , '', I 0 3: C-4 � m -1z �: D� < , .0 � � C-) Z ,,- �, Z .F- .,. I >- (n - ,I- r- L:1 m < 'I-, A � ,-; %6� ", N" Z.&Z UJ z . . W - 611�1 . �,, - 0 3t - -j 6j N 0 C5 V) : < < �6- ill 0� a Q.� 0 0- CL 0 a Cn � , � I � � . I � � I � (D N 0 I I 00 N . 1. I I (-) z ,� 04 6 0� . � W � lim 0 Q z 0 I I , C) I . ,:: Q.- - 1. < 1N I 0 0 1 �.o � � ; I � -� . 1 � I , I .1 � I I Z ,�: M 0 x 0 CD I . � : I I ,. . a., . � < Af- ) a- - < , w I@, �i 0 r,,�, � 0 >1-1 < . 9 w L01i X W C-) Z ,,- u, 2 0 (D 0� cl-) w zi � 0 --s R - 03 Le) 2 _j w w I :-� 0 I � I I I �, I I � I � I � I., , I . I I I I � � . � .- � I � _:-. . . . � I I I � .- I . ., - � . I � . � I 1. r - �,ti.�t ; � �.. I ... . . . 1. � . I � Q5.1rtoaZIMM I � , � �`_� 1�p -c.., . 4-. � .. _ � , __.� . I I . � � I , , ,, , ..�::��T. . ,. " , �- I . I � I 1- I I I . .1 I I . � � � . , - :�: �- ,._ � ! I . . : I -1 I I . " . � ��:. � �,.� - I I . - ..... - - . , I I I , � . - 1. . I I I I , I I . . I � � . I . . � � I I I � � . I ,� � � I'll I , - � I I � I � . I , I I . I I , " . L.=THE DISTANCE SUCH THAT A ' DEFINITION: . I . 01", , e , � AND B ARE OF1EQUAL ELEVATION A SMALL TEMPORARY STONE DAM CONSTRUCTED ACROSS A � I � I . . '. � I I 11 � � . wi�_� � G . ; ,, 7�;! 1 Z � �,t 11 �,,, I � DRAINAGE WAY. I .1 � . I 11 tv. � I I I ..� . :� ��. 1. I I I � I �� - .. �1' :� . . I �' 11 I � I I , . I I , A I �� .� f . . I I I :: � , � I � �. I I . I I . "..., :: �. . - : � � I I I . . . - , I I � I I �� . � I I L - I ft I I I I . � I . I � . , � � I �. . : 1 - �L � � . 19 � . ". - I :1 1! �: - �, A I PQRPOSE* . I I I ,��, n., � I � :g, I �� 1� I I ,:- ,F` � ,,, . . � . v%n-;:i:4EN-,' � � � �, � � . I �9 � I'— . , . I I ,. ::�� 11 :�� I �'i , , I I " I . . . � I. -I .� �; . I ,�� i'li' I - FF � *** �� , TO'REDUCE EROSION IN A DRAINAGE CHANNEL BY REDUCING THE I I . I I 1, a � ;,-,I I � I � � I � '.. ,� � I I . vol � . � . - .- . � .. - I I., "'... -'14 , � :, I ' . I ft ),�_s 11 .11�=,i0_i;. VELOCITY OF FLOW. � I I I . I- 0 � T;:.�.'.�,��* ', �� .. . ,, � I DEFINITION,: A �G E ED � -AREA OR�:, PAD�_ LOi �AT -POINTS ., . I _:%. - � I I _., � _. . � RAV. L _ � _ ., _ - - � .1 I I . , � I : I-1-44-1, . . _ ., _ �, � 11 I COMPACTED SOIL , : - I li__ I I I - , .. ;. 11 � I .1 'REI:VEHICLE-S��ENTE "A' - I - "I I . - , � .. . I � I . I I . � 1� 1.,� � .11 - I I WHE , - IF .1 I op*00 � � . . . . . I - ' _FA' I I I � : - .1 I I �, .11 11 I . 1. ,: . � I I . � � -0 , � - .1 ING . � I CONSTRUCTION':SIT'E, * *�_� - ' . 1� .,.2-.!,M,in,,,., �. I � I ,:�, - :1. ;; ..� � . , � : � . CONSTRUCTION SPECIFICATIONS: � I � - � I DEFINITION: I . I.. q . I . _. . . I � � . .- I 1. I I � I ,� " ; : I I . DIMENSIONS SHOWN IN THE � � . . .1. 1. � . I A TEMPORARY RIDGE OR EXCAVATED CHANNEL OR COMBINATION RIDG � ,,, ,�� 1. PLACE I � � .... I—. . � � ,1 . I . � � I R�iov; 11,1111.1 ,,, 11 ,,,,,,,, � OP I . . 1 . . _. I., . :. 1�, � 1i R - � , "....__ . I � . . , , �, , STRUCTED ACROSS SLOPING LAND ON A I � I PLAN ON A FILTER FABRIC FOUNDATION� I�Q .. I . �. "; �, , ......, ........... �.. � "...:'. �, � I , , , I I 11 �, � . I . I . , ,, .... 1. . .:_ , 8i . � I � , � - .� ... _,2, . .,4..,r__:.:� ..... �, - _. � in, PREDETERM D GRADE. . � � r �. � , . I � .... � . ........ . �_ , :1 . , . . AEkz * -1p . , I � �,.: , �- :%%:,:__'_,* I . Mi FL IN'E 2 - KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW PURPOSE : TO.:..PROVIDE A BUFFER -.-_-A �,k�,7� �:.._:_�. , ;_ -1 _-__9W �- � WHERE.!�VEH .--LE -CAN � ,,;I- - . I_- I � � . Ji --A W.- 0. . - �S..: . I .6, -�;,i '......111 1 t�:.r,�7l�l�l=[*-,I..I=I-.Il.--.*,.,::I 1 -7-7 Ni� GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL ? .. DR60� THEIWMUD�:�Md;-tFDI tisiti 'T '..-AVOID fmittof � � 777�7; __ ` I.= � I g r r=. 77 - :.� - ii -1 �_'_ - I- - , 1.5' MIN. .4 - bs,�t;-to �C*O'NTROL I � . . I �,�,% � I- I I I . I.. - � , � � . `11117�t - 6,�'.0.64 L _�71'11]77M:11*1� , .. :1 17=1] 11`� * I� *11. I t , � - . I BANKS. .- TR'N . 9" MIN � 0 SP..*6.�T--ING.�'It-��:6�-Tb��".-P..Obu 11 �, , . . I I _ � LAJ. � .. _. . I _' . 7 CIE'liRUNOF , AND* TO HELli 6`1voical I U __ ___ - 3. EXTEND STONE AT LEAST 1,5 FEET BEYOND THE DITCH BANK - - - EROSION FROM'Stjli?f�A ' * � �_,;; , � PURPOSE: 1 5�'j __ TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND TO DIVERT 0 �� g�,5,,��k . _. � .- I_ -- - ------- 11 -1-11-.1 -_1 . ....... .. .. ___ _ , I--- r TO KEEP WATER FROM CUTTING AROUNO THE ENDS OF THE _.. t . k. " 71 . - , 100' MIN. CON ST. I I I � SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS, a, , . W __ _;�;iFF1.5-� CHECK DAM, cl�� , �, Z 2: .7 . - I 1 71 . �, W , " , i7, CONSTRUCTION � I � . , --' I 1. I � ,'. M� �g,_, I . . � 1. � 1 1 .7117 i g, �kzgx'," gF2$--'_- 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION � TEMPORARY .EARTHEN DIVERSION DIKE Z �� '6� ; -XIT, - OFALL VEGETATION, ROOTS, AND OTHER � . I .1 , , ; "' " � 15;� - ; � - . � R�, __ ,2 . � � - - " : - - - � �NCE AND�E ,AREA 5i , - � , " - ,� ��_.&�,� , WN * .g, AT THTE TOP OF THE LOWER DAM IS THE SAME AS THE TOE ... IFICATIONS: 1. CLEAR: THE ENTRA I 11 . , , I i, , 4scr,;CLcblklee.-,----:",-.-.-.-iii�- I - � . I . -q4 -� - �a,7-_ p-_), __ SPEC - . , " , 2', " 't"g.r., j� I MAINTENANCE: � - �f " 7_fflc:� 1-1 �,�,_'.,.' � � .i,, .,�L ", , m, I I I � -, �4 '' ? ,�Z,e�,�,� ) ,, I :'.� &i .P,. � ' "I 11 0- ,�,� - - Z _. B .ADE IT. 11 �, , - 1- I _, _ - - -,' '� 4 -.Z,!�,,. �Q.'P�'?�'; i� , 1 ".. I I INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL, � , "�J�'A'� �2,�,". ��.�_�__, 4�;,,�.jc,�-Ak:��4; I - 0 JECTIONABLE: MATERIAL AND "PROPERLY GR V) �6*, . ,I 9 ELEVATION 0 1 , I I � I 1. . . , . � I - Tllllffyo,lr�,�,'!'��,� - ?� --11_1____-_Q �. ,. , TPr1P_1`I11%,_1�t-1_ 5, PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM &_1 .�. 0 � � � - - - - - I I �. . � � IMMEDIATELY REMOVE.SEDIMENT FROM. THE FLOW AREA AND REPAIR THE I 0 - - - . � , . 1. I ....___- � " Z � , �,_ -, -IL - , IS .v q - �� ,t-*i,,E)�,�.-".,L,.-,�,,�,)-�*,,�-""f--�.,��.��,','�i��, � . �. I � 'Y CHECK OUTLETS AND MAKE TIMELY REPAIRS AS Z �, �,, �� - DIVERSION RIDGE. � CAREFULL 0 .- - 'u". ., ... -1 11 11 � - _�; 2. PLACE THE GRAVEL TO .THE... SPECIFIC .�GRADE: AND DIMENSIONS SHOWN ON THE I PLANS. AND. .. I I , � , -1 � I ' ' . .11 HEAVY FLOW THAT COULD CAUSE EROSION, ' - I I � � . I C�RS:E',, AGGREGATE. .: . I I . ' PROTE&E'D IS PERMANENTLY. STABILIZED, REMOVE THE, T - .; � I - eP - I � - I .�. . I I . NEEDED,' WHE 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST - NO, * SMOOTH IT. � - I � ;.. . - I � � � I 1. N THE:AREA V) FILTER CLOTH _Z ", I I I � � I �''. 1 I I , '. - . � . . 1 2-3" COARSE AGGREGATE-' 6 MI �� , * I I - . � * . 11 � I I � � 1. I � I I'll . I , �: I '. �.. ", � .1 . I I . I -1. . RIDGE AN E CHANNEL M BLEND WITH THE NATURAL GROUND LEVEL AND) � I 0 Q� UP -STREAM DAM IS STABLE. � � I I �. I I _� - � ��.: '. ,_, � . . � I � 1� I . I I I I � ::` � . ,� : , " I � I ,P TH I I I . L V) :�i I . I I I , � . I 0 - I ELEVATION VIEW 7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS 3. PROVIDE DRAINAGE TQ� -*CARRY .�WATER-_,*---.*TOi A, SEDIMENT TRAP....ti OTHER .SUITABLE OUTLET. ,, I , �., j� I - APPROPRIATELY STABILIZE IT, > - , I , 1, 0 - . . _ . I - ',4, -,� �� 1 Z I - 100 � .. , , - I � ,: � � I - . . --1 ,� I I . . 1�� .. I I ..- .__ .�,- , . - � I ::_ I � � I I . ,� � I*' Min, I � 0�� I r� � I � 4. - : , '. � - ��%:. -:: ''. �� -_ " ,.".. 1'.., I-, � I I � I I I I I RANCES �: *.�. _ - - ,:. - � I I .''.., � � : I I .::'., 0 1 �. �1. :; , z"'," ., , � D �� - � - - : I - -, .., , . � . 1. � � . 1, � , 1�* -,� 1 - I �v :a 114 ,j- _ I CU�YERT ENT � S, ARE NOT . . . :.:�. 4_ ., - . .. .�' 1: � ... I;- . 11 I—.- I - I 1, , :1 �, I Lif � - . 11 * ' . - I ' I.. '. �: I � . 1-- I , . -- - - irt.17-1.11 ..' I I -1 � I I'' � PECIFICATIONS: . V) V) , ID I . � 1, , - -0 1 I , ��_ CONSTRUCTION S SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. � 4. USE' �GEOTEXTILE :FABRiCS:--,:BtCA )SE. _'--.T*HEY,`.-' R ,; - �, � 11 .7 I S, ,�,, - . . MR. OVE�.ST- � , ,-� ,J�L*,J-z --I - 0 - �. I-- � ... - .,::.:. - A$ILITY*�OF THE FOUNDATION 4N 1 ZA 1 � , � . _ ` , ,0 .4) r � 0 , I . 1".1 ,�-I� tgn,l, ...,1111 , ; " - " 4 ,,� I I 'j, 1 . I - �. �. . "; I" I I < �; - ..- - � �, Z,.. � - ., , - =� ,j I � �'... 1,:! - ,�,-, 1- ... , .1 �� ., . I I 1--2.,_. �_T.I'.'. - _�K= N ; . ._ �- , : � .tI,.,A ,tf'." , 1,1��J=_-.;J�:j 1, REMOV.E:,A,.,D PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, - � T T01,-'-SEEP�qE-----."QR-.':-:H.IQH*-'.'�.',.WATERI TABLE. I � I I lfll,T - I I - 1- %% 'T tZlIzE751"IE� - AND OTHER .OBJECTIONA ' ' - N , LOCATIONS SUBJEC 1, - :, �; , _��il 1'1;:�7 � I It I i 1- I 0. -0 �Wy - . - � � ... I � 11 BLE MATERIAL . � �. �._ , - . :, " , - 111�1 1, . - _11 - 1 � IV) I � . ' I I 1111.171�!,�I � I i I � . 0 r, - ��: i I , I . , , � I � � - MAINTENANCE: I I .. � � 2, ENSUR"* THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS Z " 00 U __3 a: 1.5, . I . I .1 , . "i � Q� Li 'O, Z ,� INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND I � 1, ALL DESIGN REQUIREMENTS. j , " '4� 0 1 � . � 1 9' Typical - � " 0- 2.6 L:�. ,If [_� I . � I � - I . I � LIJ ,;� >_ CLASS B RIPRAP . I.. I AFTER EACH SIGNIFICANT (1 /2 INCH OR GREATER) RAINFALL MAINTENANCE: MAINTAIN THE .(.,'R,,,A.,V.EL��.-.P..A,D:,�1,N-,A�CONDITION;-�TO:'-PRE�VENT MUD .OR .SEDIMENT FROli LEAVING 1 3. ENSURE: THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT Z Us 1�_r 0. '0 i t-- a- . . _. � I - .... , * : , . -1 11 ..- . .. � 1, - I * ,� � THAN THE DESIGN ELEVATION -PLUS ..THE SPECIFIED SETTILEIti 5 a- vidu � Ln 0 �� -:::., �.. - H::* -, I I I zin Z 0 M 0 " � ,_ _3 L 1 !7j � I I , j , _ ,N 4� ., k::M;W7ki-Q - _ , � I I : 5� EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, c- _�4�,'j c I � THE CONSTRUCTION�SITE . UIRE-'PERIODIC TOPDRESSING'WITH 2'IN, .-STOX I . . I I � C'� 0 M i� W @1 1, I— 1 - , . L, ' � �'. -1 Z .t 0 CIL 3�: � i,� I � H �*;;R . , * CT' �.,USED -1., - ',:GRAVEL DIVERSION DIKE FOR VEHICLE CROSSING 4. -PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE .. . , , I M j 11, . � 7 �.�� 01 I - . � � , tcr----.ANY-�Tkb' UR :: TQ,'�`TIR._A,'P- -SEDIMENT A I ��-Ilk�� .1, ... �, FIER�A:AC AINFALL,-::1NSPE . E� 119101000A . ' :4, .P 1i LIMBSt OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL , , ,. .1 .11--, - � N&-:tL6N -� IT � � � � _7,�- 1 �, W A - . 1''. I _' � , * . _ , RY. I I CLEANOUT, I ,.;�,,'�,_�.�,Z�`�. ,�(, ` � � FILTER - ,,;_-�,�� - 1. I I , ' " ' ; * . I . 1. .,.,, I " S � , �f . ,r, - REGRADING AND -1 1111 _��r � - -R M6Vt`ALL1:OBj 'TIONABLE MATERIAL 0 � 11. I � - I � "I 6 . I 1- ", _.L MEDIATELY - EC ,S S ILLED WASHED, . - , � � f� WHEN NEEDED, ttStAky-;�-:�iii : : E # � I , ,I ?" Z OUT AS. NE I � I .,- � ,t5; 1),qlc�-;, a� ",!I: �� B, 'Zi ii:MK, I I � I I , 5, VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT � CLOTH 1.111, .�_ ... I. C'� ANTICIPATE SUBMERGE DEPOSITION ABOVE THE CHECK ' ' ' - S' 11 1. I ?". � - � I I ." -i , �� - ,NCE AND OR TRACKED ONTOPlUbLIC ROADWAY . ') "�, Z - -1 1_�., . - I .� I � .1 I I � I - , .I- -- ,,, , . " " ,6. ' rr *DAli AND EROSION �:FROM. HIGH FLOWS� AROUND THE EDGES OF . 1 4 ...)�g� " _�,�M,L%._A, . I " _U1-1 _0&4��;j,`a� �MAV-�:,�,V,.,A�� ;;;` � I WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS. � . -, . '' , . - it .1, -i��;`%Iii'7 I I , . � � � � 1. I I . I— . 1�01 :, _ . . . i � ."', '1� " k 60 ECT, ALL'--b4MAdE MMEDIATELY, IF �SIGNIFICANT I _... tt 71�1 TH E Q,X . - OR I 41 -1 I I . I . I L 'ttitti _ 1 ., % � . .1. ,W I I � I I I ' � � I ". -IONAL MEASURES CAN BE I I I ,.� - � I I . - EROSION .� � DAMS ADDIT I . . I OCCUli B . I , �:,n I � I 11 I � I , . . ,�� I �. �.... - . . � �, I I 4' TO 6' 1 , TAKEN SUCH:. � � AS.: I IN'STLONG: A' P*R'OfE'C;iTlVE RIPRAP. I LINER IN . I I � . ., I , ��111 I � , �.: lj�;-�� 1. I I � I I ___� . I - I - � I .:� I I � , .� " 1- I 1� - �- , THAT PORTION�`OF THE. CHANNEL, 1; � � � I - . �� . �_. � I � � I I , � , I _1 - � �. � - �� . . � i��:L_, ; . � I ,. .. � � ' ��' - ' CROSS SECTION VIEW 't7: kbimENT ACCUMUIktb:BEHjND THE DAMS AS NEEDED .. . � � . . � ,.,.�� :: � 1, ; REMOV � . � - I , ," .�.�,r . 11.1 r . I I .1 I :1 `.P'REV'NT-DAMAGt��'-TO C " ION, ALLOW THE I , � I , .��; I" ,� � ,. TO H NEL VEGETAT I I �. . I E � , ,. AN I . I ,; * .�, � 11 . � � i , � I � . . . I . . I � 1�111 -1. . . .. I . I � � , CHANNEL TO �DRAIN THROUGH THE STONE CHECK,DAM. ADD I I � I - � .1. �: �: ' �� 11�;_11.1 11� I . I � 1. � � . . � . � S DED TO MAINTAIN DESIGN HEIGHT AND . . . . . . . . r I . I - - ��:,:,�� .,; � . . - . CROSS SECTION, � I . :;" I, _-1%.'.. � _ � I .. ---- I I I � I . . �. I -1 .1.1. I 1. . �. I - I , . I _ , -, I . . ;; � I'll I '. " � � . � I � � - � .' ' S. -G. , .''.. � -3 . � 1111 . . � DETAIL C700-1 RUCTIO TAIL C700-'2 ], ITI,l V ". - - , � , . . - 0-A-APY, : D11- "-,ER I�,_..N':DITC.H . DETAIL C700 I .1, � I . � I I C%$T DE . - � - _ '. , . . � I I . . . 1, .. . � � � .: . , "::. :. �. 1 .� I . � I I �� - I I 11 I 11 . � I . � 11 . .. �; I I 11 � � � , I I � � � � . � I I I I - I � . . 1. .1. I 11 � � . I I I CL I I , . - , . . . - ' . DEFINITION: A TEMPORA � PY SEDIMENT CONTROL MEASURE. CONSISTING OF FABRIC BURIED AT � I I . rCRES.T AND ,CONTROL � 4. Cond bit -solllWdVs.�.. Securely attach,, the risier to the barrel or barrel stub to make I AMR I- I . . I I ,� � � , �_______ , , . .. I - , � � I ., . � � . I � '* �._7" t-,`,;�.'jitrjud.� ,rqj,��,,co,,,necflon, Secure all connec ns.: between barrel sections by - , , THE BOTTOM,, STRETCHED. AND SUPPORTED BY POSTS, I I . LEVEL PORTION . I I , /,�'SECTIPN. � 1 0�:: Watei ft.,., - V``bu * 7 I f) - -P � � , � . . � � tb,� �. _ I I I tib I . I.. I _,,.. .11 ..,_.`�,� ... . .. �5,, --Z, I . . � � I I I . . -, �. ti 4, I ' * j1ss'e,m'bl16S_, IoCer.11 I __ . , � I RISER PIPE FOR � I I I I I I �� qppr.9veq_,,. '14. �ht` ' � - ' th ,. and riser on a firm, smooth . � I .. _.,_,1,.,. _�I'�,�;,.,Q,:�I;__ ._ �- I � I -d-W .1 n perviop s: f sat .a n6t� ruse �L ' PRINCIPAL SPILLWAY . ; 11 I I I . ,I _'D 1_ I ,,,,p ... arre : I I .� :1 : :,_� f6up'_ a iqn,*.,-,._.q.��: .,!,r . ,,,, . �,� I ' PURPOSE: TO AETAIN: SEDIMENT FROM SMALL DISTURBED AREAS BY REDUCING THE 1 5' 1 � 1::,: �,: : ::!I *A::�:�,:�::.� I , I I! 1:`ii i I . i , I'll 1. I , peivio6s matIeridl such as sand, gravel, or , I I - . I I � - � I - ' � 11 ' � . I � , � � .1. - � ,� . .he lipe;�& 76' ii ' vv v T � , �.. - FLOW C Vu shed -";�itb n&;.,a, - bad kf 1 1 1 � dround't I . n 1 -seep collars., Place the fill material VELOCITY. OF SHEET FLOWS TO ALLOW SEDIMENT DEPOSITION, / P/BERM � 11 1; I � 11 -_ -14.1 ''. , .''. _,_,,�._ ,, , � ' , I .� I . � I _-L , -1 . I q � - I'll .. � � ar,oun �'t e'::�pipe -�qpij way 'in - -inc . .1 0. gdl�� I I I I 11 cl`th,6� - � ''III,`_ � � 4 i � ih layers and comp,* ct it under and around the pipe I CIFICATIONS: SPILLWAY A= rhi . ____� , I I �. _.., - '--_� - �. dis I I I I , I I I to, at � . h � I .MATERIALS I I I I If I I I . o� 1. I I 11 . � � . . 1� USE A SYNT I HETIC FILTER FABRIC OF AT lEAST 95% BY WEIGHT OF POLYOLEFINS OR I i I ��, I I 1=1 i 1=1 I i � T fill SECTION . raise . . ,:,�.� 1 _0 �. �4, � f . ro . . firm contact with . it foundation when compacting under the pipe ... I = I 11 .11 . . , , � .- 1, I .. ' ' 00 , V 11i I i i omm vim FRUPW I SKIMMER RISER I I 1=1 I 1;=1 I 1�,EF,Mi BERM -_ haun .,.., lace 9 Minimum depth of 2 ,ft. of 'hand com ' cted backfill over the pipe . . I . POLYESTER, WHICH,IS UFACTURER OR SUPPLIER AS CONFORMING TO ORIFICE SEE . = EMBANKMENT STABILIZED _* 1. I.. ' I 1h construction equipment. Anchor the riser in place by I THE. REQUIREMENTS IN ASTM D-6461, WHICH IS SHOWN IN PART IN TABLE i CHART I =d I 1=1 I F1 1 F:1 I i I ITH VEGETATION spill. ��, itf , r, - cr ssin it wit =1 � W , � � , . 9 I .111. ,Q Ei I El I iEd I I I FF1 I I , - 1 2.5:1 SLOPE MAX NOTE�,NEITHER THE LOCATION concr 1 e I 1-1, SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVI LET PAY INHIBITORS AND STABILIZERS TO ott�or other satisfactor .i.[+ ."!,_ ,_± Ll � . I --I V .11 .. - . .y. means to prevent flotation. In no case should the p p - "i J4 -p 1. �, .1 � � _4� 4_;; .I JJ ,J-,_ � - e- ,_1- 4jj � H J. tj:,! -.;�j , [1 ....." 1" 9 71 "I � � NOR ALIGNMENT ,.,.. I � I -i�tt':'�l,i�.l�j�i�,'t,'�":�i.'. J�:.1,rl ! ... .. EElliEElliEEIII=l�i�l=ill=lilEEIIIE bi , installed by cutting a trench through the dam after the embankment is ",-4`1- PRQ.V.!PE,,,?N MINIMUM �OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A . :- I i'k".�ji�., t1i _,gi�'.:11M_,_, con, I - 11.1 � - H? � i � !I- PLASTIC OR , � . - �, APPROACH ,SECTION HAS TO COINCIbIt-41TH I . , :�. , ". - , I L F DA L. ��_f -1 TEMPERATURE RANGE 0 TO 129 F, -_-<fl11I E�El I Ed 1 Ed I 1=1 1,1=1 I E CHANNEL . rHE CENTERLINE OF t _ _M. let ` * , - -1 11 1-1 I I ---I I I----- 5,� - V� SDiIlW`i Install the emergency spil way in un sturbed so 1. The . Ic .. _.. WIRE TIES 2, ENSUR I E THAT THE POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL WITH A k& I -f I I I I 1-1 I 1-1 I 1-1 I I 11-111 18" H I cc . , _ . e. - - � , ,"'',1, 1, I I ... ,--11;1 -1 � - I :,,, MINIMUM: LENGTH. OF 4 FT, MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE I I I I \ _= . I aphieverni 6i �plahnpd tions. arade desi n, width, and e t once .and exit channel , _. � _ "I ": � - � , : . - --r- . I . � ., 11 � - I � �� . :�elevo_ , _ ) .9 n ra ,. - "... - : _... tti" �� --,-.- .� _�JM_ . - - sl : ,_ " . I I I - .:1 .-,-'.:-��,',:Ii,"","rl-"-t,,�j P� FASTENING THE FABRIC. . 1:1 . opes: � , � I , z� .. I I - � .0 �' , ,,e� success .0 ope a n a e emergency s I way, I : - . -I- NATURAL GROUND - - LA �� - - EMBANKMENT I 11 I . � i : I . .,�. 1. the Do .i in a manner to prevent erosion. Use .11, - U ' . - .. X o. ... i __ . 3. FOR REINFORCE RENGTH FILTER FABRIC, USE WIRE FENCE WITH A = � : ,W_ ANTI -SEEP - -1 (5, I ,,, I a.r,g.e,. Water into n 10 ... - E= - ill I I F, ii- I / � . . I 1. I 11 � I " , , I- � MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCHES, V SEDIMENT 11-111 III Ill- COLLAR STABILIZED .. _�._ I - . I., �. t I jtI'&t'-r1�;P - t6ction to' divert 'sed'rhent- laden water to the upper end of 0 � - ;-I:f-.'L- :,,��l.-',c.i:!--i�,!--"..[�-.',: �j.'j.',_, .!:�Itk�'_ P I i 2' MIN� , . . � I diversi ns�;� I � xro I I rF� . �;11 . - . I :; fi",T 1141t-I't.,ft i �, .; .p-, STORAGE [�T OUTLET . _� .-I ;�__�_ :� � �': �4.. r t thi � I . ,_ I . CUT-OFF the 11*� '' *: I puyu �iasin trap efficiency (References: Runoff Control Measures W . ;Lt. ... ! I . / CONSTRUCTION:. I ANTI-FLOTA-I]ON j - PRINCIPAL TRENCH � - . Li : I � . - ' ie' " ' 'tectjon� .1, ; I iii, .- � . . - PLACED IN LAYERS I and ; � U. _ �vz. ,r � I A : 1. CONSTRUCT:THE SEDIMENT BARRIER OF STANDARD STRENGIH OR EXTRA STRENGTH I SPILLWAY , .. .11 .. I r , ), 11 frost rf�coritr6l ,Construct Z tA *tt i ... I �. � I AND COMPACTED BARREL 2' DEEP MIN. I 7� .%, , �, I . the structure so that the disturbed area is minimized. N L I . �� SYNTHETIC FILTER� FABRIC, CALCULATIONS q -_ '' I . � 12 W ALONG THE FILTER 2, ENSURE THAT THE. HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE I Div rt - `ifa�*i-�_wot' ,. away ,from bare oreas, Complete the embankment before the area 0 , 0 ,� ,-S�U, TOP - I' �. � . . . I I I - , , , . t , ob'l - � , rgency: sp ?A Z TRENCH FABRIC 1. I Coins - L . � .� I I I . I - is cl : &'8*6. Ilii6�Ahii eme . jjlway embankment and all other disturbed areas truction S6ecifications I � � � THE GROUND. SURFACE,. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT To 1. - I . 1. ..IP(31i )t��:_, * :,., , � - 1. � - �j < , , ;, ' . - . . 1 �` " Site- - greb'dration � omw-�-,Cleor, �_qrbb . and.. -st j ' t it., from. �Qreals, .under. the embankment. I �( .. . ' , � . ". -� _� . ly � Cr = ' I _s. 7'..''I.- .1 . 171P �;Pp!�P � ' - n pol spillwa :immediately after construction (References: CAUSit��-FAILURE`OF THE TURE). . SEDIMENT BASIN � .11� , �:. _,,_ ,�,� :� - I-* �:6�d__..:,: � ,. . � - I 3bove:�: ike,--�ci�.6�si',',_6f� the pri � rehi - I . : -VE -.�.bb:ott��:. , -, I - ��Jep,. for) ..0y. ,�c, opring - . il 1. . . I 11 � . _. 1, :t , I .., - -_!�: , .�! .1 � ci 0 � STRUC . t , 6tk,' �,:;� 6, ,t,* bi ';�.Irnaterial� Del N ' 'the I I- �... . ,�_.'�.n�, _:'. 1� :_, I " � - �, � � . . � I - - : * � , , ,.. il - I I - I � � - � I � 1. CONSTRUCT. -THE FILTER � FABRIC: FROM.. A CONTINUOUS ROLL CUT TO -1 HE LENGTH OF THE 0: . I � __ I.: i�,go btlo. ti_t.'*;, _ -_ .1,_::1'. ,0 - e ' - . . : I . 1. I � � I S�4�,6ce,�:�S � , _. - I I I I , I it*.' - � �1,-.l - -6:-'-..I. 1. �. I I . - !.. - , '115 ��jOINTS. � ,. W14EN JOINTS-�Ali NECESSARY, SECURELY FASTEN THE FILTER I . I , :, 1. I . � - I . I � . . I . - . , - � ." §.'--.-,4, -, - , di . � - , S I if"�. 4.�.., .t _6rn , trees �on � � o. er . � '.A.�;..:�. * ,� ,- ... . . � ,� I . . : � - � � . , . I ,. - diinent � BAR AVO . - .1 , I' - :1, 11 I I 1 4,*, L:�: �iQ:r � � - -0 basins. may attract. children and con be dangerous. Avoid steep I , . - - , - * FRONT VIEW OF FENCE � ,. I _ .. . Poo * , r . : - - -6. ��.'�� i' h `e-` .. ��._' - 6: th �, . . tobilizIi , I . . � I . -ii-.':_'6 -'�i�t �-- - ei"��':.'66�jn6V brush" . i��, - , , - . .......-. t,h .r. --i_ : - _. . ' '' , '", �" :` "; ` , :::::,� ,� I , lia�16 - ,: � , * . , . � � I I � I I .,�- :�� Qdj.11t� � Out; , QCKPite a t. $_[I I ., w :::_ 7� -- � , " , - ' � � _. - � :obj. �, I.. _11711. . � ; " _: .,.;; ... ., � .. � I , - ' .SUPPORT PQ :-4 -FEL 'I n I 'f i - - d' i t' died St " is � or,:soI _-i,� . CLO AT-, A- _ 7: - OVERLAP.jii NEXT POST, . 11 - , - - ence 'ondr r '' `_43 0 , . I " � � ST WITH MINIMUM .. , .. _ _. , , .. _ . ._.n - .�'. - .m,a'k basins wit � a - ... _ 1- , , _: _ . On . _ 1 k":" d: � � I I q. I h warning signs if trespassing is likely� . R_ , .:: t 1:1-1..,. , , "'' � < ir j� 'BY � R - ,. otteir. .,, . � _. ..� , _ - . ** ' a- ocal requirements. p :2 , _ 2Wi E_ MESH FASTENED SECURELY TO.Tr . - � . . I J, , _ _..�. ..; .. . I 1. . _"1__...-... ." , i ,, , - :�; _4 . n = . con � - , 1-- ,. , , � toi,� ap I ilto : - - thei: dut6r,::shell: a , t iii I , te -PPORT:STANDARD StRENGTH,FILTER FABRIC,' HE ii . ,16�,'��; s; -_�1: n.- : - - - f ., �� ,,� I ", , , F . ,.* ' FILTER 4, Su � . �bt . - � �L I . 1 � , - - __ , I :; , su e b*eI6w..`th,e�:b*osh1 as I �, . . � .6 . 68 1 2 UPSLOPE SIDE OF HE POSTS, EXTEND THE WIRE MESH SUPPORT.TO THE BOTTOM OF THE Vegetotive:-6st. :1 tant,:�.:Ploce: temporary sediment -Contra m I . I I I � 1, I I - . I � , . � FABRIC . - . .1 � I I . . . . � .1 I �. I . r - WIRE TRENCH., FASTEN THE�WIRE REINFORCEMENT, THEN FABRIC ON' THE UPSLOPE SIDE OF THE needed _., -1 I .1 - � - I 11 I � I I . I ' ' �. . . � I � � � I � I I 11 FENCE BACKFILL TRENCH AND FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE 2� E-ut-off -Arench� Excbvate.-.�a�:Icutw4off treinth��:.olohg the centiatirline � of - the- earth fil[ I I I I - - , � I 1. I . -1 I I , � : �,:� . I ' I I Maintenance Check' sediment basins !after periods of significant runoff, Remove 0 � - � � - � I I . I r m , Cut the -tren-ch- � .to - stab elz- tot .��materidlt;: ut 16 no -case. r ,1 2that " . �.. I 1. COMPACT THOROUGHLY . . embank ent " .- � . _ , I I - 'I� .-, - t - __ b i nake it�-:16ss. I , - � the basin to its original dimensions when sediment accumulates Li ,:� . "......'.."I". ,.. : ', f I , .1 __� � 0 'a !.: e _ F_ EXIT CHANNEL I - _i' , d.:.:1ntfi - . , � t, t 1 'as the. , : I .� , - I . STRENGTH: - _T I I - X- LENGTH OF - i .1 . ,-�66th: 66U6 ::� edirn.67�4- rerst-6ire- STEEL 5. WHEN A:WIRE MESH SUPPORTr FENCE 15 USED, SPACE POSTS A, MAXIMUM OF 8 FEE I WATER SURFACE CON TROL 1 2 ft deep. The but off, Aroincjh.�� ' it' `tj _ -, 1: �t � . ents:��. � kl . , . . � I "",-, , ';�' � ' - � (0 ' 1: � � - . mus :_."Y", ., - �. to one �ho f 'th6'.'Idesi n 'depth, 8 . . .* - ,M;1.:h1 - I !Ln� id � enoug 1,i I 119 1-1 __ I ' ' d ,yn .e rmit I 1. .: _ . . ..... - ,� -1 . POST �, APART. SUPPORT P6STS*SHOULD BE DRIVEN SECURELY INTO THE GROUND TO A MINIMUM OF I elevation of* the riseir crost-. 1 ,oke _t e�mininnum-.--bottom wi . I I . .. �. I . :., � � I - � I - I .� ' .1 ... ..":,; . , '.. * � - � I 1`1 24 INCHES. � I STAGE (i I .-Al" :. . � 1. . . .. , ..a � 1, I I ,. � ��, � I I I - operatio of e cavofiQn: and- compoic i&n:.'-eqUi t but in� no c si�e jess *than'2 ft.' Make - 4 I I I - , 16.,411' 1 I= . I n I . ._ ... 1. prinPri 1, . . 11 I 11 � I - , Check,.the embankment, spillways, and outlet for erosion damage, and inspect the _7R_=7ff___Trr___17. ' i . 20' LEVEL = er-.`�A.han " 1:1...'. -Compaction � Ii - some .1 � ... � . I I � I = EXIT SECTION side slopes of the: trench .rio�-stOqp . .1 . I .� I . . pi"rem ents are-J.he., .., . J � .., I .eTr � - -n . 1. f, r- piping �ond settlement. Make a repairs immedioLely, remove I ' I .- - - ... . . � .. , � I , .- I . . I ibanki.ont. ot I ' i �, ' t * dr � - I � � I � 1. ".., ., i - - .- * - during:� b6ckfillimi - . A MESH SUPPORT� .FENCE. SECURELY FASTEN THE FIL'I'ER FABRIC DIRECTLY TO POSTS. WIRE OR OR GREATER as those.for the, embankmerii�:_the-�:trenrh " , d compaction 1, I I , z ,y . 1. I I - � �_ � I - .. 1. � . . � . � � �_ I �1, , :dW- tr6!§h':. .and th6r:d�b'ris from the riser and pool area, I 11 I � I : . . I I .. -1 . .1 _ 1, . - I PLASTIC ZIP: TIES Sli HAVE, A MINIMUM 50 POUND TENSILE STRENGTH, __ 1 1 operations, � - - I I � � � I . . � - � � � . I 0 � � Z C�q ., Psi 6. EXTRA STRENGTH� FILTER FABRIC WITH A 6 FOOT POST SPACING DOES NOT REQUIRE WIRE lip -I- - it � I . '11- - � I .1 .1 . M1 " I:— - - I 11 .. I � � - I � - . . � 11 - I . I . , ,� I - I I . I 11, I ; � , , I � . _11- ...- � . � -.1 I' 1, � . - � ,:� 11 - � 11 I � I I I I � .___�=' 7..,.EXCAVATE A TRFNC-H�APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE r- APPROACH -11 = 3. � ibter'ia 1___-�:,46 ��:,]ik'e , �6 _Pr d s �shown on the'plbris,: It - I I I - . 7_ CHANNEL Embankment- Take lfill_�-�n . . . _,--..pr �QV,5_ �.-017:eG! I * * ' I I iL , PROPOSED. LINE.� : UPSLOP --I � . 1. , - - �� I � ..., "., , .. � � . I I � � Or �'POSTS - AND E FROM THE BARRIER. - PROFILE ALONG � . - ,. �� '. I-- - . -11, I I I I ! I I � � -�;�-".:l , . . I , - � I ,� � I ., , . % fl�eia�-:�*� " � -r"-'6t -,:,`,W. 66' , , t - t, * - � - - - - 1. i _ : .. .- I � I : I � - �4111 , - , - mine.ral t� - I ��. � I . . 17. 1 -.,,.'o .,ege a. lont: :ro6ks._!.q6. ,.,-:� ifi' � * ' 1 :.� - , 1. .1, . I CENTERLINE .. I- should: be. .�cleon. 's: #, ).11 _ .. - - s �, - y �; �v J. , � , a er , - , �� .:� 1:1 , 11 . o ._ . , . 1. �, - :; 11 1. � 11 � I - - . ,W4�'! _ _ . ,:. REQ C .� � ,� ,� �.:�,w ,.._i�. �, _ _... �: �._..i,_ , __.. ,._ - ' - .11, � � - -, .. � :.� - I I � � . I I 11 r, n-wn � . 'ace -b ' I , g fill., , � I- . t . . � -`F DRAWAGE SPILLWAY TOP BOTTOM TOTAL SKIMMER SKIMrMER 1. I 6 _,.p.r..... _.. - . . jcm��*-Iill is. -to be.:pl _d', efore,,,:pocip � I I I . , '-:�' � - I I � 1 8, PLACE. 12 -:-OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. objectionablO"�moteriai; 1. . _ 1. ..,,i-,;�1., - - , .. . � " :_"'I, ��:,� �_ I � � . I , , I LO I .1 . ,. �. t. __ I �.. ., , _�; , . .. ,... . . . . . . . . . . . . . . �� , , � . � i ' CROSS-SECTION VIEW AT POST TRENCH 9,..:BACKFILL THE TRENCH WITH COMPACTED SOIL OR GRAVEL PLACED OVER THE FILTER FABRIC - . , -i, ,. _t, I i , �� . , _ b �If* 6 b h''* id- into,. a 1, � , : . ,�� L x W (FT) The fill material. must -:c ,I ,,�� _. if . ., J. ,t.;un: e.- urme : , y,,-,J.dfi � .1 . I : SIZE ORIFICE DIA 1 3 1 11 �,�. -,to . I 1-- 1 �, � . I � - � ,. I � ,d -.'.'�:� - ') � -, �: � -A,1REA �(AC) (FT) L x W � 0 � I � I I- 1,::1. - � I w � - � I x I I r.. :;. "', -v � - AND COMPACT. � � . .-- _ � Ogg gid - t* f :the ba ' I is oo:::We -, f, � I I I IF jil- ball without crumbling,, I .r-- I—` I Z . ou .- o lit it , t � . t: or � 1. I I - I ", .... ,;,-. , � `.- . ::1, ": �: � �� 11 � . j f -.11 , , �- .. :*,to: :� . � - :7 i � � : I -.inch continuous to ver 'the entire . �__11- I 10, DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. I M* ` (FT) (FT'� (IM (IN) 0 I I I— proper compaction, Place it a . �i � . .yers a � � - -11 IF11-F111 - . I I , : ''. � 1. ... ". I I." I - . � __ . W � 1. � " - I,= _171=M=T_ , � . .obtained by routing the . 8pf �LA_INTENANCE I= - TF T;r- I �r:::� "i I I, � 0i I length of the fill area then cc pa i 0 paction fmay be , 7.5' 1 4.80" q - INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL, MAKE ANY REQUIRED REPAIRS IMMEDIATELY. I I const uipment, Over the fill, so:.that the entire surface of each loyer is 1 . - .47.40 10 1 5 � ,904 51 1 '52 25'x2.5' . NS ___ - ____ i X - 11 , � � . , I I___ - . � . . . I SEE PILANS ' - ` I S BRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY, I I � - track- of �the heavy eqp!pment, or a 12 _60 1 - a4i444 41;08 20'x2,5' SEE PLANS 7.5' 1 8 4,30' . 1, CROSS SECTION AT traversed by at least one wheel. -or tre0d, .. I : I �2i$, � 1, 0 V) 1. .1 . �.. I ..- . . ,. I � � 1, I I I .1 I I EDI DPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGr_ VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE, TAKE CARE i SECTION . I k X higher than I . I. �. . - . I I I , I � go _3 . compactor may be used.: Construbt,Ahit embdn ment:to an elevation 10%7. � I *� I ... .� � � :, � �-� - f . TO AVOID UNDERMINING THE FENCE.DURING CLEANOUT. - the design height to, allow for�settling. . 5:0 Q. � I . 41'x260' 7,O) 1 5t? 2,30" , I 0 . . ,2'': - I 1 1:8.,`21 3'.. &86 20'x2.0' 65'x284 I . . . I 11, . . I . I I ,I . i:� REMOVE ALL FENCING, MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA EXCAVATED EARTH SPILLWAY . � I I .. x I � TABILIZED. . .1. W - W, 7 Go, - � . .1 .g j 0. . - . � . I - . . �..0 ,0 -3 I I � I � L DETAIL C700- �dj � C� * � � I I I . . � I � I 11-05i C`00- I I I � 1...� . I � I I -�, 0 N_� SILT FENCE DETAIL Cl - 4 SEDIMENT BASIN . I - � . � � � .1 - � . . Z_ L I I . I � -�:E:�'z 5 - .!� I 1- - - . I I . I . . I..''. . � I 'L I . j � . -1, � 1.11 ,:, .1 I I -1 -1 � �:) .1 -e I �, (ni � i I � I . � . �. �, I - - _ _ � ,� . . I . � � I � 1� I I . � I I 1.11 I �. � �_46.-,. W: , - Ii "* .. .1 � �,� Z ,73E ,,, , : >-- J_ �- , I � � ., , � . � I I � I � � � I I I �,� I. : I , 1, .. , , �, .� ,I-," . I I 1. - 1. I . .� ..- I I 1,; , � _�M�� ZL I "",< :' , . .11 I I I PIPE DIA. . . 0 , , , � I :-_ _ W - . � �� - � �_ - 7 . . :01,10 � �. ��,� . I - � 1: � , .. * � , .. . P-,� , : �-.. 11 * ' 111"'.Z, . .1. , � I � . . . � � VARIA6, ,.., W %ue �:z'�. _ � . � 1. I . - : :; `:)��-,'-5_0�'�3:� 10 � ,_ 1-1 . �, � - . , I � J11 ,; � I " - �. � I I '_ �La'"'�,_E . 0_0:� Fn -,_� <, I F,�' I � , � � .;�c I .. � � I � , � ; � I . , , I . - I - , . 4' MAX, � 19-GUAGE HARDWARE CLOTH ,, .a 11: I I I � I I . ,� � , �. �L X W-& �% 0 I- -I (1/4 MESH OPENINGS) I � I ,. 1!1_(L__0', ,� � " � . , � . I . I � I 01 _(� � �F 1 1 � I I 1: 11- . � 11 � 2 � , 1 , , _,_ � . � I I I I , . I . ; � I � 1. � : s._. , I . _ , :�4 �. � � � I I . . I I � I � I � ... _ 4 �'. ,::, � �. � I I I � � #5 WASHED STONE 6" MIN, I I I � I 1, . � �, ��, I r , � * - I I , �0 -�),_)))j -1 � I-- I . I CLASS I RIP RAP � A � - '_ A -)).uj,�) j ": 1, __-� " I . . I I - "I ... I ,11.�_:.: � � . I I I . � � 1. I I :�� X_ I, .: . . I - RIPRAP � I .. -i-i 1. THICK x 3' HIGH (MIN) � I � I � . I I I : - ,. 1�:F_ : : , I :. _, 4: :4-,.�� " ; -1 , � � . � , I I , �1- - 11 . . I . I - � � � I . . I . '. I - :: , , _: - I , I I � * ...:: �,.�. �':��_:�._-:��" : � I �. I I . I I . � . I . ,�-�,.�, *�- :�:' :. � � I . .1 - - I � �: :.": -:::��' � '.., . .,i ""I, . " �f I. - � .... � - :�j 1 � I . I , I . I .% . � - � .. I . I I ��:: �,,��,,!:�� - * � ,L I , - , I . . . � � _. 1, I I � : 1:� " �_,. ," , , I , � , . , I _1� . I I I �A x 1. \ �-�:.,I:,�� - ., , . .. ., , - � . , .-i - 1.�. / 11 I � , �,,`... I � � . I I ., �, : I _ - I ,:-,,. � I . I ;� : ��,,�;` �'-.-,';'��-;! T 7 _! �. �. -1 I - .,::�11 I ____� I � � I .1 I - 1 , 1.� . - I � . �, � .1 � _.�. , J, . . I � I . , - ca , ,. � I � . 11 � I ..I:� . 'i_` �_,`� . � * I �: I I I . I I.. * I ,.* �-,","��.�'�.-j ,. ,� I W -i � ,- - - � I � .. � : , _. �, .- I T - , I - _. -=2:: � - I �, I "I I ..,.. p :� I I .,� ,jr I I .- - - --, - I I � . � , �1i*_1'L_"1-1.-_1�1?1 I _ I - I - .� "", � _ � ��... � -, , ,b I ", �. - _"4k, \� -�: �i�l,,--"�-�,��-,,,�".",.,.-',,�..-', ----,,..-,--,,--, - � I I I �, i I I � . I � ft 0 \ \ - \ � .�� , I - I � . 11 I- � � .� ., _ _ I � .. 1, _�_, '�� - . -11, , ,, ;� ,� . 11 � ; : . � _ - I . I . . . � .- T 1:� �� " �, 4, __ _ � I � ' - 24, . I � � i i � I ' I � , Jc_ � L� � - _,_�j I'll, ..-i � I !Ji ILI - A - .-j_ . I I 1. ., . - .! . I ,,, .*..,... .. . -H-i -jj,u_t,_j_I_[ : I , `X1.711 L _ i .��.�l,-__�l,��'�-.L��:�_-.i� _-L 'It 'I -1-1-Ir-H � 1.1� I - �_ - I- . __T1 - i-t+j+ I 11 _�� 7�7�,,�.7, .- . . � � ----z ' - , I - t %_ - 1 77777 777 _ 7, 77, . , - I -it .1 I �.�,:�,_ ;2_nl�%::. - 7 M,.-- '--!-: - - 7 �FE1.1 `_--H_, _- .. . 77- TYPICAL L �1/ __ Y_ I ., I. �. , � _ t", � CONIC, OR CIMP , ._!:1±i I- -I.T.��411,1:1.,.t --_'.1 �., 77 ��::,� - 1% I I I -F - , r - E111 -L .. .. - 11 I -, I I - I � I I , , I . 1,� I 1, I '. - , - �:,: - �1, i.'11.1- I � , I .1--13i, __ - I I - , I -1 I _T �hjj - . . -----_, I . _.... : . I I - � y ... I ., - _,!�,'...',,4' "I oi �. I—- I _ %, 2. 1 1 � _1M 1�,,, +, - - - - .: �, . , I � . I , �.L - � .1 FLARED END SECTION .1 n. 'F.': . .z I � - - - I ... �-"'_ 1. - 1. _171'1�7_1_i_rl�.. 1: � , �, �.. I � I � , �1. .1 - - - - . _. -, 1: - - tA 11 _ � . - .:�:. ,...� I . - - I I - I Q --. ii T-1 �� - -1. i�,,, -,!�;:�� - Z11 , I . I , I- .__rT11_..1_14Hr T : � �', - d a: - --� �011?,E `4 ,,',� ' " -. - �; -�, �� ___' . � � '4��Ll � I� , , T171 '_` 1 H � � I I . ; -!: -, , , "' � Li , � , I . ; �; F, __11 . - . i. _� I . ,� � I ..! . � : ,: �,. ,�.-IL:,t",-,;�.i�,,�,,".',.�.� !� ..�_,,' ,,�i: ,* :,I:� , 7 ... � I " I -I.- - . .. � � - . . �.. '. , � �, , . I � I � - k,�L_g�.��,P& I ,!,� f 11-1 . . I - - I � . 1 �4, _��_ I$ I * , , : , ., , �.. 1� .- / i . 11, , , '_� _` ` �, . , Ab, ,,, . I � � � I I , : . ,lli!! 11 , , . � � I �,�'I � I - � I I . I - * I . -_ 11� I I I 31&1`4�__9z1`1 - .., , - � I . , I I : -. NPR 0M ........... .. : � �". , 1, : ! , I � B tiO i N q�m !;j 11 � .. � � ��- � ,`��<��il�_.Y� io � � I---- � �� La:,�: I �#.,A __ , . _--�-_ �� .. I y � � I - -W � ltl_5 :. �_, � . t; . . . i I - . !FRIMA.,�.�_ / I I . I . � � . �A 00-V WE.* 11"Y'L U. , "'' . ISOMETRIC VIEW I � i ! , gigi W T , . . ", . li� I I 11 � n . . � 4 �� i i � , T � - � � 4 � I . W � , ��g!p,_ � I � , _� - I � I 4"', 0 -, I'll I � , � ., �� _111 " .-, � I-,---- / I--," �, . ,., . ,� �, , : - � ,", ,,".', �L, � ..t '0�_ _ ., - � k_ - .1 : Tj� - I � � 1- �x _'r,:__.,E_ �:''.: � I 11 , I - - 11" , PLA �- I I '' I .... p , -1 "' 4 � ,; .., 1, - � � 3 MIN ' � I 1. - � I �. 1; ..'' 1-1-11. , f" ,.- �.." 119216M I" - ., ", - I � I - : -.� ' j � .N� � I 1. I .1 � � �. �� _: I � - I � 1. I �! 11 �, - ; I I -11, * I . = APR", - 0-1-iH I I.. .; I � I . . . 1: F 1-11, / 11, \ \ _�_ � . I d . � .. Ot T,� 11 � _� .. I DEFINITIQ� : I � I I I I -i . I I L " ) / I I I � I I I .. I :! * 2 � N A TEMPORARY MEASURE OF WIRE -MESH HARDWARE CLOTH AROA-JND 1. I I I I . 7�,�� 1 1 1 I I . I 11 � (0 I I . I . . . I � . * I I . "I � I � li_ae� � . � I I * 3 ,:_ �,,� � I I � � �� ,- I AOTES, . I _ I . I � .1 N I I . � �\�_011 11 � 'i - 1. 11 I - � _. I _. � 1: _ . STEEL POSTS SUPPORTING WASHED STONE PLACED AROUND Tfi � :0. ME, 11, *!- S.t-500JT PER �.ACRE. � 1, I % , `_ " �, _., I . I :. . -1 . I j-'. . " 0 ., "'. �, I - , - :1 - � . _ 1: . 1. . , . �, I .. . . - .. . OF A DROP INLET. - ,. . - it:bttW---*_`tLEV9ION1 I .1'. . 1 ,. ,!:��,��,�.,. � -11 - � . . ,. I I I � . I �.�%��:L:;_.;��:`_., '110 -1 ��_ :,-:� La � : � I �� - . %5_ , � , _.1_._,.._,_.':1 , 0! ;� � , ,,�_-.� .' 00'' - - ST P R. _ .... - .:. 1. . --.:i---... .. � � � � �,,, , - li, Z�: i';�j�,,,:� , . �� - I I API DULE FOR DIMENSIONS 1, � , I . , ". I � , km� OPENING I BED �10:"TOIP: �O .� , � ., , .. ,_ ,_ ", :1.. - . I � ;. ': '...11�11 � I I . ��. , ;:I�,' 79 1, '. � � � ,�. . , - : N � , ,._ . . �.. � - 71. � 11 I ..- I . . .. , , , - - -, E� I � ,, ,,"," ,, . _ I . . I 11 � - A_ . � i PERSPECTIVE VI ? � I ; ,- ".5. -IS j ", .7- . � Wi I . �. , I . - - �� , P �* - �� WATER 0 SURF -ACE AREVREQ:D -SQ�; . � . �� ,-, '� .., ., - , .-, 0'--. � �� :: -,:;,. - -A- � I 3. ,_ 435, � -- � F, 7. . I � I - ,. _ � I ... - . � :� � � I I - I I I .p_ � I I - .1 ., : - . �� ,.��,w _ I _.. -_ 0 1 . �, . I . 1. I I � I I 1. I � I . .. r I . . -::t 11 - ��: 11 I �`IL � � L .. 11 1. La is the length of the riprop apron. I � � Z I . PER: C'FS- 44'0 ;, �' '-_-.--,j-'.4 , , :., : ,: . : 7. ,.`�,`-_- z _ I : V,�,- g � I . " � , ,Igi, "' , ,_ .,�,� .z!.� ., , - al i I ., � 15�, e., I , I: . I i I I t� I I -1 11-1 ' �, . - � - - .- � -4 __ I. - � = ' Imes I maximurn s ne I i . � � ,. 1. 1. -11 1. . --1 , j 1: I11j±tITI::±I I I - 0 : . _. ,_,.,,�:� _'V #5 WASHED STONE . I � 11 1� , 1. not less t on 6" � ,� , . � �,--- , �'. �� . n, 1. . . �--:a_-: �. �.".. � . I I I � , . . ... 1-1 - . I 0 �_ _::"! PURPOSE , GENERAL NOTES: � . CLASS I RIP RAP � ... ... !!I Z , , . . . ` ., ::�.17�.. �� _:� ,�. � k., I .. 1 -2 . 0 �.��,-� :1 1 4 I I r I I [_ - , . I � 1, �� 'I TO PREVENT SEDIMENT FROM ENTERING YARD INLETS, CRATED I V. - I I . I 11, : ,� I W U � ff I 1 ...... - . STORM DRAINS OR DROP INLETS DURING CONSTRUCTION. THIS MIN , I I I L FINISHED� GRADE d S E iCi.+ I 0 N : % A - 7 A � Filter blanket 3. A filter blanket or, filter fabric shall be I I I I I #57-// ' � . 1. GRAVEL AND RIP RAP FILTER .BERM BASIN 1. � � . . - I.. .� .1 � I I I - No 5 washed stone I ,. 1. 11'.1 I 11 I � I �. I I I . . � - � -." , I ". . � 11, I � . ":, - T .. I �_ � I I 11 :�'i I _ 11 . 4,� � installed between the riprap and soil foundation, i Q � PRACTICE ALLOWS EARLY USE OF THE STORM DRAIN SYSTEM. EXISTING PIPE � . .. I - I . 11 �, � 1, . I , .,. �, . I � . - I . . ,� ,� I � :1 , : I . I- . . .. I I . -1 _.. ��,,�.. T7 � �- ��. � , 11 I � -1 , I 11 I � I . I - . I �� - � 11 : I., � .. � I � I ,� I . i I -, I �, I � . _ 0 - I , � .1 I : I ., .. . � I � I I I . 0 1 .4� -, � - 1_. _ . I :�:: �:-..*� �,*;;: ". �- , , " �_.' I . . *[ �. , . � ', -, . � W . - . �� INVERTS THAT DRAIN 5 ACRES OR LESS. � �! �_ � .- -'. , . ,.,.� I I : . , :,� I � I I , ,:1 a ,&,�q- --Ti P, � - . . - � I . � � I - , �: �: %, , , �1, I - 1. ., I '. I - I . �_. e 1%__ 1, I- I I .. - I -, .1 .11-1 . ,.. -111- .. . 1. 7 � � -, �:. ��', . . . �: - . , 11, - I . ' 7 .. , 'r , 1, . .:, �,:��: - � . *,.�' ,.. . � r= I.. _�, , , - : �t,:_ . ; ,. .. I I 11 . "'i , � ... ... . : I : *. �1 ,., I .�. I I-- � I � I I - _- , , �._. � - 7 . -11.- � . I_. �. .", �,;, , - I A I . :::: ..!: ;.: , �_ �,� , �.: I � , ,!: ` '' � , '. .1.1 � . . I ,. I � ,. , '". ::. � : �% I - . x 2. DIMENSIONS SHOWN ARE THE MINIMUM _-_� H: .� *�' -�: ..., ..� i: :,, � -1 I I .1 � �� I ,"..., I I , � � ::�:�:L "_�� , : .. 11 . . � _' I N, � I . ��, . � . "',-, %. 0� ,. , I _. W� , I ... A,: � 0 . �41 �,�,�� ".., 1. I �_, �01 I ". I �. �.. : - .1:: �1� P .1 I.." � 1. �': ...... �� . �� I -----.-- ____ I I - .. � � 1, �: . - : - .1 �_, � I., 777�F�7` � :, 7 7 7 1. ,:,',. � � � ., I _ . _:-, � I T � , - . . I -_ - -110��_ - A , :< I M CONSI ACCEPTED UNLESS OTHERWISE NOiED. I . . � . ._,:.-_r,_1:`v.__ - �: � e � : � ,: I UPSTREAM DOWNSTREAM DEPTH NCDOT � 0 'A L . � : I I . PIPE - 9 Z 0 1. UNIFORMLY GRADE ' -::SHA ..LOW ,DEPRESSION APPROACHING THE INLET, � CLEANOUT ELEVATION � STRUCTURE Q10 i D I o La WIDTH. 3xDo WIDTH,Do+La D50 Dmax. 1. I � � - MAINTENANCE - 3. CLEANOUT PRIOR TO SEDIMENT REACHING HALF 3_ELTI_QN - CL 2. DRIVE 5 -FOOT STEEL POSTS:2 : FEET.. INTO � THE GROUND SURROUNDING.: THE INLET, SPACE .POSTS " . I I I 1, I ___ d -1 I I . I � BASK 1 ............ �� 18' 914 ' ' 4 FEET . ART, `�4,0�� 4-i - �6- �V >_ EVENLY AROUND THE PERIMETER. OF THE*,. IINLETA�.:MAXIMUM:�:OF , AP INSPECT' INLETS AT LEAST WEEKLY AND AFTER OF BERM HEIGHT, 60) 14" A 13 0 .. � ,. EACH SIGNIFICANT (1/2 INCH OR GREATE % __� 20' 3. tt'4.ITH WIRE MESI,F HARDWARE CLOTH. SECURE:THE' WIRE MESH TO THE STEEL � R). I - - � I , . . I I POSTS AT THE TOP, MIDDLE � Ali L B ' OTTOM. PLACING A 2 -FOOT FLA . P OF THE WIRE MESH UNDER THE RAINFALL EVENT, CLEAR THE MESH WIRE OF ANY BASIN 2 34,02 24 It � 18' I 20' 60 g0 14" A < a,,,, 9, 11 I . . � 0 GRAVEL FOR ANCHORING IS RECOMMENDED. . DEBRIS OR OTHER OBJECTS TO PROVIDE - --------W-- - -_ 5 6 91, - LU ca 0 f, . BASIN 3 15.12 18W 18 4.5� 11, le A , 0 Uj 4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HIGHT OF 16 INCHES ADEQUATE FLOW FOR SUBSEQUENT RAINS, TAKE -I--- .1 a- � = ..j Z 0 AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. 60MM 0 0:� 5, ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND MESH DURING SEDIMENT REMOVAL. � - LLLLLL�1-- _ I_t- �� 0 � CARE NOT TO DAMAGE OR UNDERCUT THE WIRE ESTABLISH FINAL GRADING ELEVATIONS. I EDED. I LU -4 c) 8 6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUND COVER, I M: . �E 4 1 0 U) V) I L,j ,--,� - 'D � 3: 1 _j 0 :2 0 :�-; -1 I BE I . I I -_ - C700 I I INLET PROTECTION DETAIL 0700-6 !GRAVEL AND RIP RAP FILTER BERM - - - _____ DETAIL C700-7 I 1P DETAIL C700- I'll . __-_��,jiwl,