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HomeMy WebLinkAbout20160728 Ver 1_Bridge 132 Impact Maps_20160727A�'QITIONAL INFOf�tN1ATIQN AND COMPUTAT14N5 DA = 1.1 5Q.M1. `REGION _ 1 __ RURAL --------------------------------------------- ----------------------------- ------------------------------- _` USGS RURAL C+�RRECTED: Q10 = 420 CFS Q25 = 550 CFS Q50 = 7�0 CFS Q�00 = 800 CFS """""""""""""""""'-.--"""""""""""""�""�.. �.,. _. _...,.. �.. �. _. _ _ «_ � _..... --"..,""""""""' _""' Q500 = 1100 CFS NATIVE MATERIAL CONSISi'S OF M,qTERIAL T'HAT IS EXCAVATED FROM THE STREAM BED OR FLOODPLAIN _ AT Ti�E PROJECT S{TE DURWG CL�LVERT CONSTRUCTIiDN. RIP ftAP MAY BE U.SED TO SI�PPLEMENT TH� NATIVE MATERIAL IN T�1E HIGH FLOW CULV�C�T BARRELS. IF RIP R,AP IS USED TGl I.IN� THE WIGH FL�W ------------------------------,.__-_.-_-------------------------------------------------------------------------------------------- CULVERT �ARRELS, NATNE MATER�AL SHOULD BE PLACEb ON TC)P TC) FILL �/OIDS ANp ��OVIp� A FLAT ---------------------------------------------------------------------------------------------------------------------------------- _ SURFACE FOR ANIMAL, PAS�AGE. NATIVE MATERIAL IS S�JE3JECT TO A�!'�OVAL BY THE ENGINEER ANp MAY ------------------------------------------------------------------------------------------------------------------------------- ,_B�_ SUBJECT TO P�RMIT CONDITIONS. ------------------------�-_.._-----------------------------.._..------------------------------------------------------------------ ------------------------------------•--------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------...------------------------- "" � """" """""""" """"". � . � - -' ... � """"""""""""""""""""" � """"""""""""""""""" ---------------------------------------------------------------------------------------------------------------------------------- . """""""""""""""""""""""""" """ """ � . � � . � . . a .. _ .. r - . � . - - . � ....... �. . "' .. ". ""'. """" """"""""' ������'��nr�ca�����������`����������������a������������'����s�`�����rs��r����.�r�������������������������r�rurc�`����'��������������� SITE DATA Drainage Area _.1 1 SQ.MI. ___ Source �SG5 QUAD - Sl'REAM STATS River Basin __ RC�ANOKE _ Character �URAL (PIEDMONT) -------------------------- •--------------------------------------------------------- Stream Classification (Such as Trout, Eii�h Quality Water, etc.) _ CLASS` C WS-II --=------------------------------------- Data on Existing Structure __�@Z8_���.TIMB�R D�CK ON 71MB�R JQISTS• END BENTS: TIMB�R PIL�S ------------------------------------------ ' ----------.._.._--------------------_._. iotal Waterway Opening._.__ �?d.._._�.f. Waterway Opening Below 100yr. WS EL._.__.9�'______.s.f. Debris Potential: Low ❑ Moderate � �igh ❑ �ata on Structures Up and Dawn Stream COI�IFLUENCE OF SQUTH HYCO CREEK NO COMPARABLE -----------------------------------------------------�---------------------- DOWN ST�2EAM STRUCT4JRE AL50 NO UPSTREAM STRUCTURE ---------------------------------------------------------------------------------------------------------------------------------- Gag� Station No. _WA-------------------------- Perind of Recor�s wA ...-----.yrs. Max. Disc�rarge .�'�'_" ....................... c.f.s Date �'4 __. �requency wp` Historical Flood Information: .-- ever Lacal Resident - Relative Perivd of Date Qj_��__ Elev.__._.._._.ft.Est. Freq. yr. Saurce to Hazel9ones Knowledge 30+ y -------- -------- rs. -----------------------------------------. Period of Date-----------. �lev._---------ft. Est. Freq.------- Yr. Saurce ----------------------------------------- Knawledge -------Yrs. MA{NTAIN C7R IMPROVE Allowable HW Elev.._ EXiSTING LOS25YR WSEL_____________ ft. Normal Wat�r SurFace �lev. NWS _ 594.8` �_ --------------------- D,�TE: 6�9%15 � Manning's n: Ls�ft O.B. _4 �_.__.___ Channel.�_��___ Right O.B. �:�_.._._ Obtained From._ FIELD __ Flood Stucly /5tatus �'�� �N A S7UDY _____ Floodway Established J�/A____._.. F[ood S�ud 1�0 r. Dischar e wA c.f.s. -1NS Elev • W�th Without Y Y 9----------- � -- Floodway .�'�'_"--------�. Flc�odwaY -N!A'-------»..ft. @River Station N/A DESiGN DATA USGS RURAL REGRESSfON SC[ENTIFIC INVESTIGAT[ONS REPOR7 20a9-5158 Hydrealogical Method.--------------------------------------------------------------------------------------------------------- Hydraulic Design Method �HECRAS_A_l._4 (670132 S{�U7H HYC� CREEK.prjj SECTlON 1143 Desigr� Tailwater �(� 4.0* �._. Q 4.6* �.. Q 5.0* �..{� 5.3* �.. Q 5.9* � io............ . 2s .__._----- , so......._---- � ioo ,__._.._.. . sno --------------- * TAKEN AT XS 1090 � • . . � - : r - � ��1� • ` ���� , - � _�-����.■-� ��-��-_■��_ �����1 • � �` �-�-� -■�-I-_..-_ -■-_I�_..-� -■-_I-_..-� is a Floodway Revision Required? w'�` . Total Pro�osed Waterway Opening 9� _._s.f. Outlet Velocity [V,o) -------_-._�:�:**-----------.�.p.s. Natural Chanr�el V�locity (Y�a] 8.9�* ----_f.p.s. ----------------------- CI..ASS `�' RIP RAP W/G�Oi'�XTILE " 7AKEN AT XS 1090 - PROPOSED IS Rec�VifeCl Oufilef PrpteGtipn _______________________________ LESS BECAUSE OF ADDED SHELF INFORM�TIC)hJ TO BE SHOWN ON PLANS WS EL. Taken @ River Station 1193 Design: Discharge --- �5a c.f.s. Frequency._e__._.._�,�._.---_..yr. Elev. _ �9_q S} ft. Base Flood: Discharge $ad __. c•f•s• Frequency ��� y 6fl1.73 ------------ ---------------------- r. Elev. ------------- --�- Overtopping: Discharge ----133� c.f.s. Frequency.------_- $Q0� .yr. �lev. 606J .��, @ SAG STA. 14 + 2 8 � � f�•- : CULVERT SURVEY & H�'DRAULIC DES�GN REP�RT ; h+l. C. DEPAR7MEN7 �F TRANSPflRTAT14N DIViSiON 9F HIGHWAYS HYDRAULICS UNiT p ; RAL�IGH, N. C. � � _ ; . �' 670132 17BP.7.R.87 • 13+48 -L- ; L�. No.------------------- Proj��t Na. --------------------------------- ProG. Station -------------------------------- � � �; Coun Q�NGE Stream 'OUTH HYCO CREEK �132 "' ' ---------. Stru. N�. fi' --------------------------- ------------------------------------------------- ------------ N' sr� �5ao Ne s6 s� i5oi `'' � On Highway_._� Betv✓eer� r � ---- and c, ,�; ------------------------- -------------------- •-----------------------._._.._....____. � �° g: Recommended Structure _�_ �__ 10' x 6' RCBC WITH 1" AND 2' SILLS cno• --------------------------------------------------------------------------------------- C]; �n �n. o --------------------------------�__._--------------------------------------------------------------------------------------------- , � �: s"• 32 SHPT-SHP� 9 LANES, 7 SHOU�DERS 117° / ---- ------ � x: Recommended Width of Roadway-------------------- ------- -------------- 5kew .-----------------.__.�.--- u.,. - - Recommended Location is At Stream fram Existin Cro�sin AT EXISTII�#G CROSSING o w�; ^� � ,�^�J 9 g•------------------------------------- � Stat�wide Tier ❑ Regional Tier ❑ SubFRegional Tier C�l � Bench Mark is _ SM#1__BEI'�1CH TiE SPIKE IN 14" SYCAMORE STA. 12+$6.03 --L� 36.62' LT . ' b09.70 NAVD 88 ' Elev. Datum • �.� --------------------------------------------------------------------- ---------------ft� ---�----------------- �; Temparary Crossing _ N�T, REQUIR�D. OFF-SITE DET�UR �' �� . .. _._ Q � � �+ ,� ,�°.; �•�' 4 � � �y ����y��� ., . � _ � � �. ,. .� � , -� � � � z ,> ,.� w �... �»-- ' ' � ,� � M:� ,�, ,,;� ,..� . . , � _,� ., m °�- , `� ,� �-.�-�w--- »�-�'•-"�.' . �`�`��. ,.�, #, ° „ . :' .� ,,,, ,_,..�-�-�'" �' , - w�--.. _.v.,. -w;�;~-•� _ -- - ' �r �. - � . , , w. '� ... "" k " , r � �: �'�`��1 �`� �.: ' � ��.�_ �; �t� � �. o � � +, .. � .. � I' � r �: rri `m.�; � { �^�y'�.��. .� �. 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'���_,�. � W , �I i ��csm3 r�m� a : ,,•�� �,�, +CqR ''''�,, �; Q�����,�� ��: _ JannEs a� c�ous�, PE ::`�,��'� �'fr"3, � DAN DUFFIEL�, PE-----'i------------i----- �ate � � � W� Assis#ed by: ------------------�_._---------------------------- .__._._.._____----- ^ SEpll � O�: DAN DUFFIELD PE � ��a��5 • � e u� V� ProjectEngineer . ---„-----------------=--------------------� .r -'�,, :', �• ^ � ��'[ j"" � � � .. . 4 ;� . �=. ,� ��fr C ���tl�' L�', � � _, .� -- � Reviewed by: ---_.._._ ._.. --------------------------------- f4.�! �U���`�y1�� � 1-� ,�. � <n J �'u1111 LW>>�'�' . • � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C- � For Survey Control Sheet THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. • DETOUR ROUTE TO NC 86 BEGIN PROJECT -L- STA. 11 + 75.00 � JI�I �\ J� � � %�� ��� %)� JI�I JI�I J�I ���� � !���\`� �\� �������'���� �� ���� ��� PERMIT DRAWI NG SHEET 1 OF 4 LOCATI01�: BRIDGE 1�0. 670132 01� SR 1�00 (ALLIS01� RD.) O T�ER TRIB. TO SO UTH HYCO CREEI� T YPE OF WORI�: GRADIII t G, DRAI11 tA GE, PA VI1�G A11 tD C UL VER T WETLAN D AN D SURFACE WATER IMPACTS PERMIT N ��� 83 �RID Nq 20�� SR 1500 � --------------------- ------- - ----- ALLISON RD. BEGIN CULVERT -L- STA. 13 + 3 6. 00 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. _� ��s �� � , ,- , ,,s- �_ � ,. 5� � � -�s_—� -- -J5 / �- �,5� ��� �; ' �, , �,5 ,; END -L- CULVERT TA. 13 +59.95 END PROJECT -L- STA. 15 + 25.00 TO SR 1501 (ALLISON RD.) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Offlce of: HYDRAULICS E11tGI11lEER GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH 504 Meadowland Drive Hillsborough, NC 27278-8551 ADT 2 015 = 100 Voice: (919) 732-3883 Fax: (919) 732-6776 2O �O O ZO 4O T = V ��O * LENGTH ROADWAY PROJECT = 0.061 MILES DESIGNANDENGINEERINGSERVICES www.summitde.net p�� �O�pG� FIRM NO. P-0339 �L� C��Q 2012 STANDARD SPECIFICATIONS Q ��o PLANS V= 35 MPH LENGTH STRUCTURES PROJECT = 0.005 MILES � �� P.E. * TTST = 3% DUAL 3% TOTAL LENGTH PROJECT = 0.066 MILES SIGNATURE: � � 20 l0 0 20 40 RIGHT OF WAY DATE: TRACY N. PARROTT, PE a � � F U N C C Lf-�S S = I V V�1Y 7� 2 O � 5 PROJECT ENGINEER R OAD WA Y DESIG11l '° � E1�GII�EER ' a PROFILE (HORIZONTAL) RURAL LOCAL ���� ooQ�� °� � a Q��Q 4 2 0 4 s 1�CDOT C01�TACT: VIRGINIA MABRY LETTING DATE: BRANDON W. JOHNSON, PE MANAGER, PRIORITY PROJECTS UNIT IVV`1Y 7, 2 O� 5 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) SUB—REGIONAL TIER PE SIGNATURE: � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i i i �- ��� ����� PROJECT REFERENCE NO. SHEET NO. � o, ' � + 55 00 -L- , - _, __ � � � � i � i �� i i i i i I i I i i i BEGIN CULVERT � DETAI� 3 �o.00 �T �� ,, -���s �� �� BRIDGE NOo 670/32 J� l7BPa7oRo87 4 STANDARD BASE DITCH -L- STA.13+36.00 +76.00 L � / � R�W SHEET NO. ( Not to Scale) 75.00 LT "� � ' �� , ` i j)S �-��/ � � ROADWAY DESIGN HYDRAULICS , �� Natural Natural DETAIL 2 - -`` /� ENGINEER ENGINEER ,� � Ground ?•� p �,•:� Ground RIP RAP AT EMBANKMENT / d ��� - _ . i F � i- � � � i�i� �`' � --���S S` �,_, - > � i i ��� �r,� �r�- � ��� �� _ _�-V,��"' / Geotextile B Min. D= 1 Ft. ` " �' �'� ' G l' Ch ��� Max. d = 1 Ft. + 45.14 -L- = -�-'/ ���0 �5 -, �-_ �� - - � � � �r,-__ �' �- `When B is < 6.0' B = 2 Ft. 48.8% �T �� ��� � �-, �- �� Sl � �5 +�3.0 � (EX PDE) S � Type of Liner= Class B Rip-Rap � )S � � � - ��� ��� ��•��� ���� � L STA. 13 + 61 ± LT STA. 13 + 50 RT + pE �"V �_,3� 4�' 47.4�� Nq ��C C�� I � FROM L STA. 11 + 75 TO STA. 12 + 25 RT L STA. 13 + 40 ± RT S= 0.003 FTiFT MI N PC StO. �3 27.24 P �"�'� CLASS I RI P RAP L=,37�.44� �� �' i FROM L STA. 12+00 TO STA. 13+47 LT _ �� �� fi��' �� ,'%� r�SEE OUTLET BENCH TYPICAL B-B T =�86.6�' � � START ELEV=599.0' L-8' � N� � � BM#I Q� 1.43cfs � � �` '' ; 71 TN CL I RIP RAP _ . �� R - 1,550.00 X�' 1 1� � � I� p i.'� ioo sY �EorExTi�E � BEGIN PROJECT DICKSON FARM LIMITED PARTNER SHIP ��E�=609070 d= 0. 3 fis ��� '�'' ' S � +50.00 -�- DS = 35 mp h � DB i540 PG 83 ��105' E= 19q ''� r0' s= o.iz9 wft y /, f01.84 -L- ' -L- ST%�.��+75.00 ��I ��TION 7+82 44' �EFT "= 0.04 ,� ;� I'�s �`� � 48.98 LT 33.00 LT $E = 0,3 DOCUMENT NOT CONSIDERED FINAL I i Liner= Class B i Ra B , �7 �-�1�� H TII ��P��= 'G� I� �� �'_ ",M�F'� - - ---- p _p ' ��,� � � ' (EX PDE) EX � � UNLESS ALL SIGNATURES COMPLETED '�` - + Ol J5 -L- ' r'' i P NC FIRM LICENSE No: P-0339 �, � - _ I\ I� �� i �r � , 38.00 LT �� Office of: �����j��� /NCo � � _ �--- - I � r � L' Pre ared in the � ��� ��, ��� _ � 1� ar 504 Meadowlands Drive ����� � � ��� � � � Hillsborough, NC 27278 i \ � i + '� SPE IAL LATERAL � NCo '�i � � �s �" � �r�% ; (EX PDE) � � ,��.�oE��,�EEa,��„K� �9i9� 73z-3as3 - �9i9� z3z-66�6 �Fax> i � �V' DITCH � C ,r� ,.� � �� � �� �- �� - ,; i � � �� ° Co � ' E N i i i��._ , + �- �''�� �Y _� � � WILLIE T. CLAYTON �� - , o _ ���� _ _ � - � �= � l� � END PROJECT � �� � � �, , �� , � � BENGH � � � � i �- s �� ��� LEGAL REF. 96-E- 96 � - - -- - - _ � - --- -- � - - -- - - - �;��� " s ------� - --- --- ---- L STA. /5 2 . - _ _ ----- � _ i - -_ � , - - ; / _ - _ ------- --------- -- - - - - _ - - - - - - - - - - - - - - - - ------- � - - . - - _ _ , - ,- - -- -- - _ _ - - - _ _ _ �, _ > '� ' � ;_ � . �, � _, _ � � --- - - .�; �� , -; � s i , i � � � _ - � � ---- - ���� ,. , � _ _- ' , , . � _ �._. - r�,; - -- --- I _ � _ �, .� s �" ^� '� - - r. / i , � � , , -,r F � ��� �� � � � � � , ��, �� � ���; �- ��i ��� �- � _ � GRAU 350 TL- �� s �'�� � - -_ � - . � � � �i � �� �i,r � -- - -� �, �� , , - - � � ' �� � '�' � i � _, � i s s, ` GRAU 350 TL-2 � � ' ' --- - �_ � � ` - - -- ;, - � i -� i ;; ; � ' i ------------------ ----------------- --- ------------------- ------ --- --- -- ---- ----- -------- -- - -_ \\ �- -- , - - -� S, � _ - , � �D � � M N N � O � , ------- ��� F ' _-- � a / u 0 O O O O � O 0 O O s Oi -------N --- ��� ,_` - -- EXISTING R p--r= --- -- � s O O ----- - -- - � � p � ---_ __ �� ,� , �-�� - _ _ \W I � � � � _' p � - - , � : _ � _ p O O O O O / ---- _- � � M - - _ - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - �� � - - - - _ _ _ � � I �r�r - - - - - - � � � - - �^ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - s � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ -- - - - - - - - - - - - - - N O _ _ - - _ _ _ � `�-'''� .. , �_ �- - - -��� - � T � V�- 3.5 ffs � � ���---_ _ _ � � -�_ � I __ Sta.- 12+25 I _ � M c � �� �-- i i, _ _ ,, _ _ O O i � �.� G U 350 TL-2 GRAU 350%L-2� - - - - - - _ _ _ , rr- - _ _i i - _ � > _ _ �-_ � SPECIAL LATERAL1'V' DITCH 5= o.osi f�i � � S r�_ -- � _ i ---_ - � 2 TN CLFB RIPRAP Liner � �Class B Rip Rap � � � s � � � � � � i - � - - - - _ _ � � - _ i 7 SY GEOTEXTILE --_ " � -- �� F ������' --+_��_ ----_ _ `-__ � - , f I__I �� 5 5 1�----- �// 2 TN CL B RIPRAP �RETAIN � F - - - '--- - � � � -- _ --- - � - - i � � r � ����� - � +35.00 L- +97 00 L �� � -- - `� ,,� .- s s a � - - _- - � � � , � ,� ', � GRADE -x - 7 SY GEOTEXTILE C � � ' ic 1/ r, I ___ � _ � Ex ww � � � s s s � � I' �a -°�' - , _ � , � � �i ; �- x , � , � i � � � _ _�� i � � ��_ � �_ �Sta.= 14+62 ---- -- -- ---- �------ -- - - i � EX R�W �; � - � ' C- � s s -I� I� � DRAIN x X- � � _ - - � ��� � - '�- -3:�r� � � � - _ _ , � ; ; , � � i � � � � _ � � � i �� �-' 48" WW �V_ 1� $ fps �Y � i _ � _ � DETAIL 3 i _ � : , , -,� � , -- 0 _ , �-� , _ � t �X J _ `� � Fl - - , �- - I SPEGAL BASE DITCH � I - � � j �, s= 0.008 f4�f � �� � , I � -'-� �� : r-�- � - ;� � r rL --'- � -� � - �� � i n= 0.035 � A �� X�. � I N L ,�s, _ u"-,Z ' `"Lr" �-, � `� ----- '�E - - �-/ - _ - - - - - - - -- ' Liner= Grass \ I x - � Z ; � _ �--- � , � � � 1s --9 � , - � � �+90.00 -L- ' � _ ��� � � � ��MET4� GATE X O � , -�'- � � � � �� �� ��� ��S 50.00 RT i � JS� � CLASS I RIP RAP ��� � �����,��� ��, � � �xiSriNc R�w ���� �- �-. �� -�- +01.39 -L- SEE INLET BENCH TYPICAL A-A �� � � `� -`�'� �� � � w � � � i � �,� -JS� 50.00 RT 31 TN CL I RIP RAP � � _, � � -, � - -` ,_ � ��� WO�D �- ' _ � � APPROXIMATE LOCATION i �� - � I V O CAMERA PQLE ��;� � -� OF 20'x100' NCDGT PFRMANENT � GUY (� �-. � � (EX PDE) 43 SY GEOTEXTILE � �, / � � / DRAINAGE CASEMF_NT ,-. I � �' DB 3332 PG 387 i 0 I � L� -L - � � �-�� � \rv.�. � _ . I � _ � _ ---_ LISA R. - �� � � � `��' � � / i � � �� �� WINSLOW � � � �r i DB 3655 PG 449 � ' � ' �' �`' �� �� � __ � � END CULVERT � �� ^� �_ � �' � � i � DENOTES IMPACTS IN HAZEL OVAL JONES R � SURFACE WATER , � ,; � _, � � v� � � �� � � �� -L - ST A. l3 +59.95 �' ,' -'�� � � � i � " - � DB 1377 PG 600 i i � DENOTES TEMPORARY � _ � � / � IMPACTS IN SURFACE WATER � WILLIE T. CLAYTON � ' i , i � `-��� _ LEGAL REF. 96-E-496 � � � .=- i �� ��� � i� ��- -. _ ---_.--. ` _ . _- � LET� E I��H TY� I�AL A- ---� i I i i I: i � � i I__ i_ i I i I � -L- SR 1500 (ALLISON ROAD) I'I ; i � � �-, � i` ` I I - _. I , -1�E�t-te�-�t�t�� ��poxnv� owrts��aMy , _ _ I NOT TO SGAL I `♦ � � � i II I 62 0 � -----_- � � � ��ss -�� R��P �P �, 62 0 , � ` � - , I -- ----- --- - --- ---- - --- - ; - _ _ i - -- , I W/GEOTEXTILE j , �� BM #1: BENCH TIE SPIKE IN 14" SYCAMORE � � i coi FiaER �!i I- '� � , � : -L- STA. 12 + 86.03 36.62' LT I I� _ -: � , nn rriN� � , _ I i P� ��,� „ I i i i I- � ` ` ` -BL- STA. 7 + 81.93 44.80' LT -- - S T A T 10N � � � � - _ ���EQrExn�P � �� o ___I--- - - -I�I- ,� ��-i.� I'� ---a�� - -- I a:�' � � EL 609.70 �3+qg -L- ; 1 � i,e� . �� ^?, �_--, wrcEo�zri�e i - � � � � � E�Ev.=6o7.2q j _ � � EL DS qRADE 25.00 � I � ` �� �_ � � � e� � � � i� � . �,�,s��� --- � � � �� �� � 6� 6 ; 616 � � � _ . � sKEw = ii7° � - -- I 2@ ���X%� � � : I_� - IN lA' ---�-- E N 10' � ' \ :- ., -� � R C B c � i i i i EL=607.63' � � � va,RE"s ' � - ' _ _ _ __ - -- _ --I I I � � i1` . � - . � _ -.- i � � � � ��� EL 608.05 I I � i � 'I T a � o- � � Pl - l2 +70.00 �<� � _ , i i i � � i ,_ � � J � � ; VC - l60 . f � , � , _ _ _ � -: i 8 - Pl l4 50.00 : � (�� 2 BEGIN GRADE , ; �� � �: _ � �2p�� � � ` ` K - 23 � __�_�._ � EL = 606.30' � _ -',, „ , - -3-r', ; fil 2 � j I = • i �i =: � ! EST I EOTEXTILE � 43 ��Y i -L- STA 11 + 75.00 ' � EL=615.50' o� I I�I � - _ � i _ � i � i �'; W�_� i_ '� �,` ` DS= 20mPh , VC l50 i I � i___ � . �_ , 'i �il _ '�.: �� G �i K- 5 Jr � � ' ' I EST C O I R F I B E R MATTI G _7 'I� _ �i i i � - �` J __ ___ _ __ __, __ _-�-_ -- '� i c� o _, . � � - : - DS= 35mph -- �---�- : i D E- 2 CY ! � � ' �I � _ __ _ _ f � � � � �� �� �� � i � r�� � _ � ; 8 : _ -- - -- - � -- I i � u ° S� e � � , , . . __ 608 � _ - 2r� , _ __- 608 _ � � , i __ , _ i , � �. �� � - -_ -)� ��'z2",� _ _ -_ i __ � � � , . _ � --- I H I I ; - - - �� ', � _ __ _--- a J _i', • ,, --- � ---- � _ ' � ct _ i �� i! � i i - -- -- _ -_ _ - _ - � ;--- - - - - - - - ,�.�'.3� � a _� - �_ - _ - - � � - - - - - - - - - �p�7�3` -(`�-�' � Q�lZLFI � �LY l�A��� � � lil I� II i � � :, _ I N�T TO SCALE I I_ � I I � U i I , � � _ I. ( EFT TO R GHT LO�O IIVG D� NSTREqM -- . - - - - , 604 = - - --- ---��-r� -- � - _ - � _ i� �_ i �N,i �' - - �� , 4 , � ; � � _ I- � ,-� � I��_ 644 i ,�. � � � � , � . � � _ � . CLASS '1' RIP RAP � _ � - _ i ~ WIGEOTEXTILE � ' l I _ � . I - -I � � _I_ _ _ _�_ _ _ _ I o .6 i y � i _ i � ��I I_ i � __ � �.� I � I � I I i _, t�01R FIBER i , -_� �i i � � nu�� __ a , � � Z � - - � '� ' _ - -� � �- �. � � � � � - � - , -, , , „ -,- , -i - I � � � � I , �� � � - - � � i i � ' , ' I_. .. ' I ' I I - i � _ _ _ -� - - - _� � 600 � -- _ �, _ ;� I� � � � � �_ _ � �_ ° K_ �, _ ; � 600 _ _ _ _ I � . � : � : ' ��_ �i '�_ '� i ' � i_ � ki� �,nP� �� � � �%�� �� a _ � � - - - - - '� � - � � � � � � � � � � � � e�ass ��- ' � '� � o�� �� .s� � � ' _ _ __ i _ I _ I I ` � RIR RI, - - _ _ � � � � I . _�-.�_ �� � yJ 1.5 ��� � � � �i � �� � � - - _- _ -_- _ __- _. -- _ I--- .. � _.- _ -- - -..- -.._..- -- --- `� I- - - -.. . � - - - _ . _ - _. _. - I Q �I li � - i _ t � - I I � I i - -_ _ _ _ I Q� J I. I i li _ jl i i I I � 5 6 ---- - - - - _- -__ _ I _- i i�� o � CULV ERT HYDRAULIC DAT A �� � � � � � � � � I KEY �N j.o� BEN�w � � � iKEY �N; ,.o� I 5 6 9 = _- - o, To �,,o ; e 9 , _ _. - ---- , � J � � �� DES/GN D/SCHARGE 550 CFS i ; _ � _ _ _ , _ ,�' �� �' _ i' '�I� i I_ _I e��' ,, �a ��I� � � _ __ - � - - _ � � � , � �. �, _ � , � _ '� �� �� DESIGN FREQUENCY _ 25 YRS � _ __ � � _ _ -6 � �€�� �:�- i �'� �� � � � --- -- ' E T COIR FI�3 R M�A TING = -- , - - _ _ __ _ ' l� ��� � � DESIGN HW ELEVATION - 599.0 FT � , I_ � � - - _-__. O�' I - !�I �I Ii- I II 2I SI I __ _ _ � i � 592 _ _ BASE DISCHARGE = 800 CFS _ _ ��E�= ��� 5 cY 592 � _ . � � - - - - - -- --- - _. � BASE FREQUENCY = l00 YRS � � � � � � � � , : � �= - - - - - - - � � - - _ _ _ _ _ _ BASE HW ELEV AT lON = 60/.l3 FT � _ _ - - - - -__ _ __ _ __ __ ___ � - ---- OVERTOPPING DISCHARGE _ 1330 CFS � ' , �z LEFT DITCH ooU, _ _ _ � oL, 588 _ _ -_ - _- OVERTOPPING FREQUENCY= 500+ YRS � OV ERT OPPING ELEV AT lON = 606.7 FT ` 5$� , `����, -__ -- --_ : -: - -, - � , , ; , I � ; ; ; I _ RIGHT DITCH -------------- - o= , �� ; � , ,� � z�� � � �� � � �� �� 11 12 13 14 15 16 � �� � � L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i i i � ��-, , � o, _ _ ; �� ,� � -�_ � > � � PROJECT REFERENCE NO. SHEET NO. + 55 00 -L- � � � � I \ i �� i i i i i i i I i i i pETA�� 3 BEGIN CULVERT �o.00 �T �� �-��'�� ��� % =�,, BRIDGE NOo 670/32 ;' l7BPa7oRo87 4 STANDARD BASE DITCH -L - ST A. I,3 +,3E.00 ����5� S � � '" ��- Y � ( Not to Scale) +76.00 -L l'� � ` / � R!W SHEET NO. � o 75.00 LT �S� �__-� � `� ROADWAY DESIGN HYDRAULICS Natural Natural DETAIL 2 ��- ,"-'^1'� /� � __ �'�� I i ENGINEER ENGINEER Ground ?•� p .y:� Ground RIP RAP AT EMBANKMENT � ���,- � d � � APPRoxiM; � � i ;i� ; , � ' �`' --� ��� �`-�� , I - ��F 2o�Xiou, N � �r,� � , �r�- � � ��� �- �Y' � � Geotextile DRAII Ai F c, C'IT � _ � B Min. D= 1 Ft. +45.14 -L- � �� �B� ��`, � � 0 �� - ,, , - NyG �1S Max. d = 1 Ft. � � "� - - � 48.87 LT j �'�' ' � � _ � � c.} p *When B is < 6.0' B= 2 Ft. (EX P�E� � c��l�� �/ _ �� J l � l5 +13.0 � � . ,, T e of Liner= Class B Ri -Ra I�' � ' 0= l3° 43' 48.7° (RT ) L STA. 13 + bl ± LT yp STA. 13 + 50 RT S �"^✓ �_.3� 4�' 47.4�� N i �(, ��'. � FROM L STA. 11 + 75 TO STA. 12 + 25 RT L STA. 13 + 40 ± RT S= 0.003 FTiFT MI N PC SfO. �3 +27.24 PpE � ' ��� � ��� � i FROM L STA. 12 + 00 TO STA. 13 + 47 LT START ELEV = 599.0' L= 8' _= � �� CLASS I RI P RAP L=,37�.44� ������ � � .� / i - � � SEE OUTLET BENCH TYPICAL B-B � � Sta.= 13+47 � r.�7-,< 71 TN CL I RIP RAP i � � BM#I Q= i.a �fs � � � � <�'�'; � � , ,�� T = 186.6� , � v= a.o fps � { ��,�I p oo sY �EorExTi�E R=_1,550.00 � , BEGIN PROJECT DICKSON FARM LIMITED PARTNERSHIP _ ��E�=60��?0� -'` , d= 0.3 f, � � ' , � ' s � +50.00 -�- DS - 35mph i DB i540 PG 83 q0�105' E_ �19q857�0` ��� s= o.iz9 wfit ,, : %� ' f01.84 -L- � -L- $TA.Ilf7J�.00 '� - � � n= o.oa � � � �� ��" s � � 33.00 LT $E = 0,3 - DOCUMENT NOT CONSIDERED FINAL 48.98 LT � I�S� ��a � I��N 7+82o FT 1 1 ��- � � EX � � UNLESS ALL SIGNATURES COMPLETED I /7i � ��' Liner= Class B ip Rap B , G- �l�_ I-I TII �,PIKE IN I�,' SYCAM�CRE ---_ - - -_--- ___ __ __ _, � ' �' � (EX PDE) - - ��� ` ' � i I � � � �7� - ,� . _ _ ---- - �- Ol J5 -L- ��. i �_;r� � � '� � i '' s ,� � Prepared in the /�/�o i NC FIRM LICENSE No: P-0339 i v � �" 38.00 LT Office of: � � ��i �'Q �� �������� 504 Meadowlands Drive � '� ETAIL 1 � ��� �� '" J,� ' I � . - _ ��v Hillsboroug h NC 27278 i � + � � � SPE IAL LATERAL � n/C'o '��- � � � ' (EX PDE) � � ������E����EEa����=� (gl9) 732-3883 - (91�) 732 6676 cFax� , � � � , � � � - �,�'� � = i , � � �'V' DITCH � C � , � �� �'�� s � � � � > ��.. s II, _ � ; i ,� , i � � � � + � L - E C° , - � � � - ��,� _ � E � � END PROJECT i - " -, �i ii�- - �.w _ � � -.� � � ���^. �-�s, BENCH � WILLIE T. CLAYTON , � _ . _ � -L - ST A l5 25 00 . - - -- --� - --- � _ � �,�r � -� �'--g--g �� � . . ' f LEGAL REF 96 E 496 / - . ' 4�- - - � - -- -- ---- . - - - - ' - - - - --------- I_. ._ -. ./ - - - -� i �� i� - _ � � � ------- ------------ - - ,- � , � . _ - ,-- � , �� � �� �� - �..� � -� �. �-� - - -"� - - �` " - - - - - - � I - - -- --- - ------- � �..�� � . _ _ , . � _ _ - - - � ----- - - , '- - -- �!,- '� � r-- - I _ _ ,� i' s � �s- , : _ _ _ ' - _� .� _; ,„r . "' ` � ' S .,r�t. - ----------- - - ' � , .. -�.. � '_. �� -' �._� �.F _ � J -- \Jv�; _ _________ ___ , F , -_ � j - _ _ � _ _ _ - _ _ - PERMIT DRAWING . � � � � � s `� _ � _� � � ,. �� � ��, �� � � �, � � � ' - ,_; � � ; ,� � ,, , - = - �� - WOODS _ � �. � ; �, � „ , : � � � � � , - � ' � � � � ��� GRAU 350 TL- � s � � � �-� �_� GRAU 350 TL-2 � � i � i s s � �-�'� � ._` ��_,�-c�, - � - SHEET 3 OF 4 � �, � �u �- , - � ' � � -_ - - ' � � � � � � - - `' `�,- `�-� � � ---- ----------- -- -- �_ i-------------- --- ------------------- ------ --- --- ---- - s - �� �`-�-"1-`-� , a . „ � o 0 0 0 0 -o -----o -----o-- --- S -- � ---------------N ------ - --__ F �'�k�- - txisliNc � s o o - - - - o - _ � `�,`'�� ���� � � �v i �'� �` ° �_„ - � =_ =r � ; s ----a --- - � ___ � � 0 i - �-7 ^, , ; _-> `O o 0 0 0 0 ' � � o `'� ----_ �'` ` o ----------- - ' O> o v ---- ---------------- -- - __ � ----- - - - - - - - - - - - 5 _ _ . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - _ _ _ -. '___ I \ p � `�� -- - ' _ -- -- ----------------- ---_ � C�� O `r - - - N - - I Sta.= 12+25 I --------- � M --- _ o � , .- , � �� -� � , � ,r - -__ Q= 1.8 cfs ------------ - - � � --__ _ M i � �� �'�� � -- -- � T -a V= 3.5 f s ------ ---- -__ �� \ _ G U 350 TL-2 � � _ _ _ _ , 0 0 � � DETAILI � �_ _� - �-o.�� GRAU 350 TL-2�--'-"- - , -- - '-__ - = - G , s= o.osif�t �� ��� --_ r�� -'--- �- SPECIAL LATERAL 'V' DITCH 2 TN CLFB RIPRAP n= 0.04 S _ ` � - _ � _ - - - - - _ _ _ _ � � _ I _ � I `. Liner= Class B Rip Rap � � � S � � - _ _ � - _ i 7 SY GEOTEXTILE --� ; =�� - �� �'��� �� -�_E � --- _ _ `�-__ i i � - F ---_ - � - -- c - - _ . _ � _ , ---- � � 2 TN CL B RIPRAP �RET L iNc R�w +97 00 L - - - _ _ � 1 � � ��'�� � AIN � �' .;, , i - 5 5 �I �a � i _ i �xi�T , - __ - - - 7 SY GEOTEXTILE C � ' � _ ' ' - _ �_ f, �� �� � ,_ -- --- -- --- -� - �� � � -- _ , _> �, , GRADE - - -- _ ��, � s s i� � ,-,x - � � � % Ex F - o � �� s s s �� i � �� � �'� x � � � �� + 35.00 L- EX WW � , � � � �`� , -X _._ ' _ - i i�� � � - � �-� �� ' l ` " �� � DRAIN ; �X- �- � �-- ----- --- � - - i _ _ ,S�ta. �a �2 ,- _,-��,,� � � � � , /; i � s � .=1 � '�� I�_� " �` � � 48' WIN �y= $ {ps�� I � � � �' -- -- -� � - - - � ' - _ _ ; �-,�-�� I ' ; x , _ , __ � � � � ���� r- ��-��"'�' � _ , � � _; ��� � - - ���� � SPEGAL�BASE3DITCH � n= 0.0�5 �t �� �, �x X � - ------ � -- - - i i �,� � ' ,,_ � % �� �" -�� ' � _`� -- I N ���-1��'�s_ '-�--� � � �- -- r - ---' Liner- Grass � x -- � - v,- _ � - >. Z ' ' ; �S _ , -- ---- - - , � ��, - � � � � _ � _� � � � � �, _ --9 � � O - ' � -�- � �- � /� � , � ��M�TA� �ATE � o _ � � � Q� ��3 I � _ I ' � J � + 90.00 -L- � _ -- i � N ' -` ;�-;' S/ 50.00 RT '� JS - CLASS I RIP RAP �� ;�_�,�,-, � , -- -_ ExiS��N� � i� � -� s , -=� - -�r n ��-, / � � - � _- -�-`�� i � I �'� " +01.39 -L- SEE INLET BENCH TYPICAL A-A �' � = -�-,�-� � _ � _ - �, ,,� w ' � i ✓ i � � _ � � � , ,�� �� � / � •.,�� z ,��� ��S 50.00 RT 31 TN CL I RIP RAP � , _� ��� � "� -_ � �� � � � ' � � W0� _ � � � APPROXIMATE LOCATION � � -' � I i �F 20'x100' NCD�T PERMANENT �� ' n'1 � �- � i I ��, � � - _ i � O CAME. POL� " - - � � � � DRAINA�E EASEMF_NT � 1 � � � GUY ' - -� � i WOODS �� �_� � , � (EX PDE) �43 SY GEOTEXTILE � �`�� ___ -- i i = _ _ � � r��".` ' � r� � DB 3332 PG 387 � � � / � � � /� � _ � � ,-5 r`-v � / �. � � , � � � � � �� �' i , � � ��-` , �-� � i � ; � / �' �'�,`�� - � LISA R. WINSLOW �' � ;o° �, � � I � � � � . � �= " � � � � � � ��' i � / � � ' o ,� i DB 3655 PG 449 ' �' a°? � �' �` �� � � � �Vnn � S ' � �� � � � M �� � � � i � � � � � �, �� � � �� � � � � END CULVERT � � �� � _ �ENOTEs innPacTs iN ' ' HAZEL OVAL JONES JR � SURFACE WATER ; �-_ , �y I � -��,��, � - � � O -L- STA.13+59.95 � � ' 4 DB 1377 PG 600 � I `' � _ � � DENOTES TEMPORARY i / i , i I �^� WILLIE T. CLAYTON - �- IMPACTS IN SURFACE WATER i � � ;' � �`-^� LEGAL REF. 96-E-496 ' � - ���� � i i � � � � i ; -- � i - � - � --�- -. _ -- - _.-- - i _ . � II i I i i I - i . . -I .-_� - I . _ i-_ _,. i I ' -- ! - - -� -- ' LET�EI��H TY I�AL A- I �_ � � - '� -L- SR 1500 (ALLISON ROAD) �'� ' � � � � � i i � i � �-(tE�t-te� �t�t�� ��oxn5v� owrts��aMy -- � � - I � � i , � � `�� ----'-- � i � CLASS 'I` RI'iP R.4P �I II I ' 62 O � , � _ , � -- ----- --. ------ ----- --- - � _ W/GEOTEXTILE - j I--- �� O , �� BM #1: BENCH TIE SPIKE IN 14" SYCAMORE � � i coi FiaER �!i I- '� � � , � : -L- STA. 12 + 86.03 36.62' LT I I� _ -: � , nn rriN� � , _ I i P� ��,� „ I i i i I- � ` ` ` -BL- STA. 7 + 81.93 44.80' LT -- - S T A T 10N � � � � - _ ���EQrExn�P � �� o ___I--- - - -I�I- ,� ��-i.� I'� ---a�� - -- I a:�' � � EL 609.70 �3+qg -L- ; 1 � i,e� . �� ^?, �_--, wrcEo�zri�e i - � � � � � E�Ev.=6o7.2q j _ � � EL DS qRADE 25.00 � I � ` �� �_ � � � e� � � � i� � . �,�,s��� --- � � � �� �� � 6� 6 ; 616 � � � _ . � sKEw = ii7° � - -- I 2@ ���X%� � � : I_� - IN lA' ---�-- E N 10' � ' \ :- ., -� � R C B c � i i i i EL=607.63' � � � va,RE"s ' � - ' _ _ _ __ - -- _ --I I I � � i1` . � - . � _ -.- i � � � � ��� EL 608.05 I I � i � 'I T a � o- � � Pl - l2 +70.00 �<� � _ , i i i � � i ,_ � � J � � ; VC - l60 . f � , � , _ _ _ � -: i 8 - Pl l4 50.00 : � (�� 2 BEGIN GRADE , ; �� � �: _ � �2p�� � � ` ` K - 23 � __�_�._ � EL = 606.30' � _ -',, „ , - -3-r', ; fil 2 � j I = • i �i =: � ! EST I EOTEXTILE � 43 ��Y i -L- STA 11 + 75.00 ' � EL=615.50' o� I I�I � - _ � i _ � i � i �'; W�_� i_ '� �,` ` DS= 20mPh , VC l50 i I � i___ � . �_ , 'i �il _ '�.: �� G �i K- 5 Jr � � ' ' I EST C O I R F I B E R MATTI G _7 'I� _ �i i i � - �` J __ ___ _ __ __, __ _-�-_ -- '� i c� o _, . � � - : - DS= 35mph -- �---�- : i D E- 2 CY ! � � ' �I � _ __ _ _ f � � � � �� �� �� � i � r�� � _ � ; 8 : _ -- - -- - � -- I i � u ° S� e � � , , . . __ 608 � _ - 2r� , _ __- 608 _ � � , i __ , _ i , � �. �� � - -_ -)� ��'z2",� _ _ -_ i __ � � � , . _ � --- I H I I ; - - - �� ', � _ __ _--- a J _i', • ,, --- � ---- � _ ' � ct _ i �� i! � i i - -- -- _ -_ _ - _ - � ;--- - - - - - - - ,�.�'.3� � a _� - �_ - _ - - � � - - - - - - - - - �p�7�3` -(`�-�' � Q�lZLFI � �LY l�A��� � � lil I� II i � � :, _ I N�T TO SCALE I I_ � I I � U i I , � � _ I. ( EFT TO R GHT LO�O IIVG D� NSTREqM -- . - - - - , 604 = - - --- ---��-r� -- � - _ - � _ i� �_ i �N,i �' - - �� , 4 , � ; � � _ I- � ,-� � I��_ 644 i ,�. � � � � , � . � � _ � . CLASS '1' RIP RAP � _ � - _ i ~ WIGEOTEXTILE � ' l I _ � . I - -I � � _I_ _ _ _�_ _ _ _ I o .6 i y � i _ i � ��I I_ i � __ � �.� I � I � I I i _, t�01R FIBER i , -_� �i i � � nu�� __ a , � � Z � - - � '� ' _ - -� � �- �. � � � � � - � - , -, , , „ -,- , -i - I � � � � I , �� � � - - � � i i � ' , ' I_. .. ' I ' I I - i � _ _ _ -� - - - _� � 600 � -- _ �, _ ;� I� � � � � �_ _ � �_ ° K_ �, _ ; � 600 _ _ _ _ I � . � : � : ' ��_ �i '�_ '� i ' � i_ � ki� �,nP� �� � � �%�� �� a _ � � - - - - - '� � - � � � � � � � � � � � � e�ass ��- ' � '� � o�� �� .s� � � ' _ _ __ i _ I _ I I ` � RIP PI, � I � I� � W/GEOTE �TtLE 1.5 ��� �i � i � __- I - - _- _. -_- _ � � � � � - _ �- - �- �� �. � �� � _ � �_ � � � -� � � . � QO � � �, i _ _ O ' 596 - - -- - - - - - -- --- _ - I _ - � � , i i�� , � _ _ - - _ - - ---- /` � � ° v �' p I � � i � - - - ��, �� �r� � _ -__ - - - � , _ _ _ _ _ ���, ��� --- --- - � _ _ _ � � � rl � � � � - - - -- _ _ _ I OO i � i 592 -- - - , �� � -- - - - - - - - � � � � � , � - - - - - -_ _- ---- - - _ � � - - - - - - - _ , � - - - - - - - - - - -- - -- - - -- - - - - - -- - - - � ��_ - - - -- _ _ - �U� _ _ _ _. � � Li - - _ - _ � 588 � � � o=�, , --- -- , --- - --��-� � � ; ; ; ; , - , �, �� � - - i- - i_ i _._,_- ___ ��%� ��' i _ � � i -- ---- �- - i i I -- I-. KEY iN 0` i I`, I � `� I � IKEY IN' 1.0" IJ _i- � _ , - - I BENCN I I I I I �I I e. ��� _ _ o, ro lio � ', - ; ,;- '� ,, ! � { �� - I� _ ES,T TO S C L.A�SS I 71 , O,'��S � I � I�i -6 �-€� �E-- a�4�'�- �� -- ! li _ i I-�_ Il�i ' � i_ II � , - , _ , , _ E � � _ �ATING -i, 2I SI T COIR F1�3 R M _ = DDE�- 1', 5 CY �J92 _ ___ � � - - - - - --- --- ---____ _ _ _ � + LEFT DITCH ---------- � _5$8 RIGHT DlT CH - , ,� � z�� � � �� � � �� �� 11 12 13 14 15 16 � �� � � L WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (tt) 1 13+02 TO 13+85 DOUBLE 10'X6' RCBC 0.02 <0.01 146 12 TOTALS': 0.02 <0.01 146 12 `Rounded totals are sum of actual impacts NOTES: � THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. • DETOUR ROUTE TO NC 86 ��'��'� �� ����"� �������� � �������� �� ����� V V ��� ���� ��� �������� ����� � ������� ������� ORAI�GE CO U1�T Y LOCATI0111: BRIDGE 1V0. 670132 ON SR I500 (ALLISON RD.) OVER TRIB. TO SOUTH HYCO CREEK TYPE OF WORK GRADIIIIG, DRAINAGE, PAVING A1VD CULVERT ENVIRONMN N1'ALLY SENSITIV� AIiL',A(S) EXIST ON '1`HIS PROJECT Refer To E. C. Speci¢I Provisions for Specz¢1 Considerations. dNC�Do9[11�1L]E"J[`]E 11➢1L:ilIV� DO NOT USE FOR R/N' ACQUISITION Il�lEBIELd�1[�NAI�� 1P1LAN� DO NOT LSE FOA CONSTRUCTION GRAPHIC SCALE 1 (i ,� PLANS THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE REGULATIONS SET FORTH BY THE NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 AND ISSUED BY THE NORTX CAROLINA DEPARTMENT OF ENV7RONhIENT AND NATURAL RESOURCES DIVISION OF WATER RESOURCES. Precored !n thP Offlce of: S��1r�1� Voce:l9�19)732-8838-8551 Fax:(919)732-6776 � DESIGNANDENGINEERINGSERVICES www.summitde.nel FIRM NO. P-0339 D25ign,> Gy: JAMES CROUSE, PE 3267 N�IME LEVEL II! CERT/FIC9TION NO. Revlewed ln the Offlce of: ROADSIDE ENVIR011rME11tTAL U1VIT 1 South Wilmington St. Raleigh, NC 27611 2012 STANDARD SPECIFICATIONS hev7ewed by: NOELLE RING, CPESC STATP. STATE PROJECf RBFEftENCB NO. S��T �,�Co li��.i.R.�i EC�I ]'e PROl.NO. .A.PROI. . ESCR�"1'ION ����I�N ,�N� 5����[�N� ��N�[°��� �[�A��J��� �eA. � d9ea��;��;on �"�Lal ll���.�3 �°e�,�m,�arr 5;➢o- IDs��h ,�o 1Q�3�.�➢°� 'lf'e�opmrm�v ID3oers�mn — - — — — � To � 1Gn�DS.�1 �emPorar7 .�iIE ]�''emce_______________ 1�b0�.�Il �me�5�� 5e�;�e�t �p���o9 �'e„�e ' �i �i `�.!�/ ll���.9➢1 °Il°e��orar� ]�er,ns ���I �➢o�e d9aas�d ll6�0.�2 �;le ]��e�� °d'��a ]B 0 � ����.oz �°e��aea�y �oc� �>>� ��e�k �'��e�.� � '1C°e��meaPr I$m�k �il€ �heck Trwe�.� w;eh Nha����g a�d �oBrac�°x���;Ae 6d��I�D,____ . __ ll�33.�2 °ll'e��o:ar� dia�Ik �a➢e Che�lk °1C��e=]B-------� � W�t�le% Co;Q �;�ee W�eEle � a"= WaEl�aG Coim ]H'il�am WaEE�e � �� w��t� �m��acQ��a�,��ua Q�.��a ll4�,'v4.4➢ll '�'e,��aeaTr IBm�k �ed��ene IIDam °Il°��=`� ll63�.�2 �f'e��orary IIBa�ll� �edlSme�t gD�� 7"y�e � � 1���.al I8��3� '�s�e I�le� �e�,�eme �°P�� �y�e�.� � 1d�3'�.�� d8�c3� ���P I�le� �Pd��e�t 'S'�a� 7C'rwe`1� s� n���.u�� ��,o�;�g ��a,� � b���.�� �pecia� ��c��ung �mseco � ff8a�fk I�le� �e�;�eroE TQay: ����.�i �°y�e � — A � b���.o� TO SR 1501 (ALLISON RD.) �y�e � g � �°y�P � C p� 5kn��eP ]��snn �� 'll°sered 5�;��e� ]�aaan �� dmff6lt��r�mn l�as,� � THIS PROJ�CT CONTAINS �ROSION COVTROL PLANS rox cLr.�unc a��n cxLssiNc r�s� or CONSTRUCTION. I{IGtt QUAI,11'Y WATER(S) F�ST OV THIS PROJEC"f xigh Quatiry warer zone(s) Exise From Sra. Begin ro s:a. End Refer To E. C. Special Provisions for Special Consideraiions. THIS PROJ�CT HAS BEEN llESIGNEll 'f0 S�NSITIVC WAT�RSH�D S'f�\NllAlillS. Roxdway St darJ Urawinge 7'he follo��in ro�dw-s • en lish standerdc a.c a e n"Roadwav Standerd Drawin 2'- Roadwav Desi n g > g vn ar � . � . g Cnit - N. C. Departmant of Transportation - Raleigh, N. C., da[ed January 2012 and �he la[est revison thereto are applicable �o this project and by reference hereby are considered a purt of these plens. I604.01 Railroad Erosion Control Uerail 1632.01 Roek Inlet Sediment Trap Type A 16U5A1 'I'cmporary Silr N'cnce 1632.02 Roek Inlcc Sedimenr Trap Type B 1606.01 Speoinl Sedimenr Control Fence 1632.03 Rock Inlcr Sedimenr Trnp Typc C 1607.01 Uravel Conetrucrion Gntrance 1633.01 Temporary Iiock Silt Check Type A 1622.01 Temporary Berma anA Slope llraine 1633A2 Te�npurary Ruck Silt Check Type B 1630.01 Riscr Iiasin 1634.01 'femporary Rock SeAimenr Dam 'I'ype A 1630.02 Silt Basin Type B 1634A2 'Cemporary Rock Sedimenr llam Type B 16i0.03 'I'emporary Silr Ditch 1635A1 Ruck Pipe Iulet Sediment Trap Type A 1630.04 Stilling Basin 1635.02 Rock Pipe Inlet SeJiment Trap Type B 1630A� Temporury Diversioii 1640.01 Coir Iiber BafFle 1630.06 Specivl Srilling Rasin 1645.01 Temporary Stream Crossing 1631A1 Mau�ing Inscalla�ion TEMPORARY ROCK SILT CHECK TYPE 'A' WITH EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM) SEDIMENT CONTROL STONE STRUCTURAL STONE EXCELSIOR MATTING FLOW B��11 /q b �� D �� D � Cb � D ��� bo on o0 00 0 00 00 ,�oo�o 0�j 0 0 oc�o oo�000 � 6J �O D �� �� U� D � �2 p� D 0� D 0�� 0 0 0 � o��� o �c� o C�o �D o �o 00 �Q �o �� O- O � O O � O � O O C �� 2 Q�O D �� D �O C� U D � (3 �� �� D �O � ��o� �o� o� O� � �U� D D O O D O� O O o� � D G o 0 0 0 0�, �o �J0 0 � oD ��oq � 00 � 6 �O O ���Oa �oD �Oq �O � 0 0 0 0 �i o 0 `� �' �a o �a a qo 0 0 � �o ��o r,�b L:3 PLAN �'� 2/3 CHANNEL WIDTH � 1' MIN � �o o �o o��o o� _o _ � _�� EXCELSIOR MATTING SECTION A-A NOTES: PROIECT REFERENCE NO. �% � � �,FeT?7 RNJ SHEET NO. ROADWAY DESIGN ENGWEER SHEET NO. [� -G HYDR4ULIC5 ENGINEER INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1633.01. USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. a PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN f A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE � MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED TO EACH ROCK SILT CHECK. See Inset A INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM) TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES. INSET A CLASS B STONE 1' MIN � O 'p� O H = 2' MIN � °��°��°°� � D �O G� � D �O D � �., O � O ,., O �., D SECTION B-B � EXCELSIOR MATTING CLASS B STONE NOT TO SCQ�E II�I��I�I(�)V� (�I�� I-II��I-�I�V' �>>"� � ' I � � " I � I �: (�) I �� \ (� I'� " I � I� � � �� I'� (�> I . I \ -� SOIL STABILIZA TI01�1 TIMEFRAMES siT� �i��sc�i�Tion� PERIMETER DIKES, SWALES9 DITCHES AND SLOPES HIGH QUALITY WATER (HQW) ZONES SLOPES STEEPER THAN 30l SLOPES 30l OR FLATTER ALL OTHER AREAS WITH SLOPES FLATTER THAN 4al ST ABILIZ,�T l0/� T /ME 7 DAYS 7 DAYS 7 DAYS 14 DAYS 14 DAYS T IME�RAME EXCE�T l0/�S NONE NONE IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2a1914 DAYS ARE A�LOWEDa 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTHo NONE, EXCEPT FOR PERIMETERS AND H�W ZONESo � / � ��\� � `� \` ♦ ' ,' � 1 ' hy �d=�05�1. I Om�li�sl�:'.. �� ___ .... ��—_- --_ _ � ��-.� CLEARING AND GRUBBING � �- EROSION CONTROL FOR ��. CONSTRUCTION SHEET 4 �<�/ / � �S J � � �`� ��' � ,/ � �_� ` �'..`�.., � I � _�1.. /_ 5 % ' � / � , ( �/� / j '��� � ,_ /�/�� `�.1- '���/�`�� �� % ��- , �,�- 1�;� �//�'� � � � a�y �%� � NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS NPE - B AND TEMPORARY ROGK SILT CHECKS TYPE - A AT DRAINAGE OUTLEiS. i �_�_ ���_ �A � ��� ��_�, . ,— �� _ +55.00 -L- _.r�v'-'-�;rz^.r�.^r`.rr` " '_.__ - _�— — -_ = r�th!i_ � ?'��_ BEGIN CULVERT �o.00 �T .n";r`" �-,,, � � _ �*cH -L- STA.13+36.40 � +�a.00 -� -_t�'��" ���s� ��s� � �� � � � �o��,o� � �soo �r �s� ��_. � Graund / �—�• � �� / � ' � � "�i I .A /' 1S E�' . -�` �S— � . _ - / E / P � 1 F� �+45.14 �- P[� � � � �yG� C �15/ _ _ ' . -.. L � +90.00 -i BM^I 35.00 LT BEGIN PROJECT �ICKSON FdRM LOED PARTNERSHIP EI_�J="rO9.70' EX WW -L- STA.Il+75.00 +9s.00 -�- oe isao Pc es i-r =i� r QR=� 35.00 LT Tl.T'�fJ ri. ' L I T . . E% � � u_� �H fIF SPIY � I � _,1 -f, iRE� . , i � +5500 L \ 35.00 LT \, � EX RNJ ezisr�uc a.w �� _ E _ E � � ,��;� wr�a-4�;^;:�;-��:,��s-���;.,_,r�.;-�;�-��ti�- s� ._-� � _,- � ytt� ,_ � . ,, ��-���jg � ` � i ( F �� O� --- --- - - --- --- --- - - - - - -� - - - - - - - / - ----� ------� - - ' , - -� �� ,� �P ,s,o �Aw� -, � � �, .. �� F � C _�-1 � WOODS 3 � LISA R. WINSLOW �o� �' DB 3655 P� qq9 p e`� / ��0 � � / / / % �/j�/� / ��m^ �. / � � �/�. �� �� �� j"' , i//��ll � � � — .r�� ,-!`n_.' 'J •L!!`L�n"�lYt�h�' '� . ..._.:��_�___ $_____ /— � . - +90.00 L / - �`�jS' 50.00 RT 15 +0139 L 15 h � 50 00 RT ,t� � (EX PDE) � ��� �.ti. � � � �y � � I � �w �` \S! \ . ���5� �. �S� � � \S(� \ t, ' ,, ,5 f� j5 // /� CPEEK � " 4,J N �{YG� —15� % % %� \� (EX PDE� � . �� � �" ,� �� PROJECT REFERENCE NO. SHEET NO. l7b,r',',Ret?! ��'_�/�4N5_4_ P✓v`/ $HEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER IING"����]L]E'1CiC Il�]LA1N� DO NOT USE FOR Rd W ACOUISITiOh 1�fl$]Ed.d1�dNP\]E$� 1�d..F\N5 DO NOT USE FOR CONSTRI/CTION �ExBPoe� i�, � /�� � j �,00i`� �� .,, ,� -- Pl Sto l5+13.85 /`� �s �``` p= l3° 43' 487" IRTJ ' `� D= 3' 4/' 47.4" � Nq(; ��� ,�f. L = 37/.44' / " ��n T = 186.6/' �d' � � � .o� � � � R = 1.550.00' i � Q", +m.sa -�- +so.00 -�- DS = 35mph i � / 4B 98 �r � ss.00 �T SE = 03 � I �� � / (EX PDE) EX RNJ i� �-� `�� - ' +01.75-L- /'� �,� /� / � / 38_00 LT ��4 � /, � � /� i� (EX PDE) �� � , END PROJECT � ; f `; ; . � �' �T,� ' -L- STAJ5 25.00 , ,� " >' - - _ i �� � / ,z� �",- �- � �� -� - — ea � � �/// //J``` % � :- _ - + �� �UR� 5 'T � � � _-_ _ --� _ _ % _/ _ _ _ _ _ _ -. \\\\�__���F ' i ----- -- - ------- � v. �� , �j - _ -� - - - _ _ � - - _ ��-��"� - � ' � � '°°%�° v, ^ - � _ - - - - - - � - � - qq S F � � �! _-___. _____, ______.____________ ' -_ � I _______- ___�___ r__--_ ____�_ __.,\-__-___"- __________ - Gg��Ww .. . -_____--_ Q HAZEL OVAL JONES DB i377 PG 600 CONSTRUCTION SEQUENCE PROJECT REFERENCE NO. SHEET NO. i��J.�,Fer?� ��-F,�cNsz,4_ 2@10'X6' RCBC P✓v`/ $HEET NO. ROADWAY DESIGN HYDRAULICS PHASE 1 PHASE 2 PHASE 3 ENGINEER ENGINEER DEMOLITION CULVERT CONSTRUCTION CULVERT CONSTRUCTION pN�'������l��ri� �l[,.�1v� DO NOT USE FOR Rd W ACOUISITiOh 1. INSTALL PERIMETER SEDIMENT CONTROL 4. CONSTRUCT TEMPORARY IMPERVIOUS DIKE 1. CONSTRUCT CULVERT. 1. REMOVE ALL SEDIMENT ACCUMULATIONS ���p'p���`��� ��'"��� DO NOT USE FOR CONSTRI/CTION DEVICES ALONG AND ADIACENT TO STREAM UPSTREAM. 2. BACKFILL CULVERT FROM DEWATERED STREAM BED AND TO THE GREATES? EXTENT POSSIBLE. 5. CONSTRUCT TEMPORARY IMPERVIOUS DIKE 3. CONSTRUCT HIGH FLOW BENCHE$ CULVERT. REMOVE IMPERVIOUS DIKES 2. INSTALL AND UTILIZE SPECIAL STILLING DOWNSTREAM. AND CHANNEL IMPROVEMENTS. AND TEMPORARY PIPE TO RESTORE BASIN AS NECESSARY. 6. DEWATER CONSTRUCTION AREA INTO 4. CONSTRUCT STREAMBANK GRADING NATURAL FLOW. 3. INSTALL TEMPORARY 18" MIN GRAVITY SPECIAL STILLING BASIN. AND RIP RAP TO GREATEST 2. COMPLETE ALL REMAINING STREAMBANK PIPE BY TRENCHING AND BACKFILLING. 7. REMOVE EXISTING BRIDGE ALLOWING NO EXTENT POSSIBLE. GRADING. HORIZONTALLY PIPE AROUND DEBRIS TO ENTER LIVE STREAM. 3. REMOVE SPECIAL STILLING BASIN. CONSTRUCTION SITE. PHASE 1 PHASE 2 PHASE 3 �= ��,_ - - ^ �� � r �. ,s ' _ ,s � �'- ,s : � � �;,,��/ � � ��.�`j , - � �� � �. .. .1S �- . io N�o 1 E�� nr �/�S �EE�' — ar °o �b_qL�P NENr .J/�5 c EE�' , r o iE �' .� � 'r . ,ti✓ � � ° e en�E � � e � e � � � r � � �.��F,r , ' ,- n- �is . ,�"" � � . „� �is � �� �yc� ��s t� � I �� �„1`''`� �/ o�t� � _ � � / � u5 ,r�� �� �s� .,_,. �•-�, �i} f^ ... _..;� � 1 / � IMPERVIOUS �- � IMPERVIO �PD � �PD � x DIKE „�ppE� _ � �� E � DIKE L' / I / / / / � / i / A I / ', A /� . °I / ', A / i Q� =� � tc .� ���o Q� � " ��s �. ro Qa, � �`F� � � i � ----- � � , � � � � `'> 82 44 i E� T Q ._ � ` +g 194� E T � � � � i e � _ � � �'� Ilv .4 ..M �RE — ---�----� —� ,r a ia i r�i Nt - - -E - r --�� � --� � _ \ N i4 s� rMo��F, �'---- � -- � ` --- `-� \ - � � � - � � � - �> � � •ti , � li � , I .�- - / ) �� �� � � i�E� � E— � ---- � �� , ��E� � E � - � F $ , ��E� / E �--- - -- _-- --- -- —� -- s �-- � - - - � � - - _ � , � - �- s -- _ � s � ' --- --- �_ � � ' - _ _ _ ��j � � r _ _ -_ -- - �� � � c ^-: ��,;r � �,_n;�;:�w ^�"'" �� ,-, �_, , . � � ��_ ., �, _._ - �:N �; ;�. ., :� r � :�- _ , - - ��_, i , � � - - _ � � ,._ . - : _ � ---- � � � _ � � , _ � ,; � �, � . � � � , � �, �� � � �� / � . - r.., � _ � � ,� . � �� � � �,,, ,�� GRP.0 350 TL-2 �� GRAU 35� TL-� / �, ` ; , GRAU 350 7L-2 _ /� -r GRAU 350 TL_� �� � �`/" 18 WCH 18 INCH � _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _� ,� ! � . MIN. TEMP. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ MIN. TEMP. _ . _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ __ _. _ _ _ _ __ _ _ _ _ �� I � T _7_,� � �� PIPE - - - - - - - - - - - - - - - -I PIPE - �- - - - - - - - - - - - - - / - - - - - - - - - - - - - - - � � ' _ _ - _ _ _ _ _ _ . ._ _. _ ` _GRA _ _ _ _ _ _ _ _ - _ _ _ _ _ _ - - � - U 350 TL-2 - �1 - � - - - - - � 1 - - h `�,i � - �RAU 350 TL-2 - - � _ _ _ _ _ ' _ _ _ _ _ _ _ _ - _ / L1 ' _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ � /'%��/ ( _ _ . _ . _ _ I ` __i _ _ ._ -_ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ / _. _ _ _ _ _ / / _ ... - _ � > > � - _ _ 1� � � GRAU 35p 7L�� �- _ _ � ��' �y� GRAU 350 T�L-2��-------�- / \ \ 2 - - _ - _ - _ - _ \ \ / _ _ _ /� \��� ��// � \��� ��/ -�� -� - ,-__._ _ -_;__- .. ----.,. '. .__ . _ _-_-- ___ _ � �--i�_ � -__ - �� . �I _ ,. / _ - . _ F -_ �__� - F _. _- -�- ___ - � _1 r' X- �� _ �-- � .Y _:�- ��; + m -X- �BL � � . � ____ X F�EiL_� � �S � �"� - . ___ _ / 48 -_- � ''' , / I � - �� 48 � / " I � _. --- 15 j I-'_- -_ - _ }S ,"O � 5" � —k O S � <--_ . O }5 .� " . — B L- - °' - � — �-� � x ' o- i — c i C I WW WW � .3' 1'��/ y � /�/ / � "-�- -- I _ � � / --_ 15 _ -E_---- -.,� .- E 15� _ : -- - � - E _J JS_' '_- - - - � E -JI ___ "' i i ,'' -" � / � i � / -15 ,-_. i 4 � -J$- 3 �,� ,�r��' ,r,_ / 15-� � _ �,v-M�'- - � : ��' ' " �.1�'.,L�' ".' . _ _ . IMPERVIOUS 5;� re o _ . - - � � - � - ��� IMPERVIOUS / oxmnic �o�aro�+ -. � - -- - � -- +P �-� ' �-� - � o r �F r , .� xoo �ucoor PeaunNENr � navaoxrnnre r� 7 I _- oqoiNp E Ep uv zaxoo� rvcoor r� r.__,, DIKE � -� - DIKE : - �R<�^,EE^ E - + � �Er C�P 2�- �B 333� P�E38�� -� } DB 3532 P . � � � , i J r � s' ' � r, �� ' � : � WOODS �� � W0005 � +/ f`"` � u �_":_. -_ - J ,.r�rW�� O ` -�ntr� u . .- "--�r` . ". `�+�u,-4,J�J'�t� `✓ WILLIE T. CI.AYTON WILLIE T. CL4YTON WILLIE T. CI,AYTON LEG4L REF,96-E-496 LEC4L REF.96-E-496 LEG4L REF,96-E-496 �- ��� �- , ' t 1 �1��,�7� S� � �. \ � 7 r�� \ � �. /) � .lS /_� ,S/ . ,S � / / � PLANTING DETAILS SEEDLING / LINLR BAREROOT PI.ANTING DETAIL HEALING IN 1. Locate a heaGngtin site in a shady, well pro[ected erea. 2. Fxcavate e Flat bottom trench 12 inohes decp and vrovidc d aina¢c. 3. I3uckfill thc trench with 2 inches well ro[tcd s:iwdust Placc a 2 inch layer of well rotted sa�vdust at a sloping angle at one end of t6e trench. � � � ���� ,� ;<,- 4. Place a single layer of plants against the sloping end so that thc root wll�r ia at �round Icvcl. ��� „ � � �,� � � � � � � ��i;� ;'�' ,��,, � 5. Plnce a 2 inch laycr of sawdus[ ovcr thc roo[s m a sloping angle. / % ��. /��j%i � ��� i ' 6. Repeat layers of plr�nts and sa�vdust as necessary �nd water thoroughly. DIBBLE PI,ANTING METHOD USING THE KBC PLANTING BAR �\\rili � - ��i1��Lj�j ii iii—iii-iii_ _ —IIHI�II I III I TCllh- _ I I TH I 1=1 I I� �III ��.III���IHTL. 1. Insert planting bar as shown anJ pull handle toward planter. �r � I�JIIIIIIIIIIIIII 4 I �� �� I ,� � I I� I Pull haln Ijl�l I lolf bs�r to�vard plantcr, firming soil �t bottom. r 'iii- iiiWiiW III��II�I�II II �I I�li IIIIIII II� III III G .III I IIII ILI I IIHI I II I I II lilll_.. I�I �emove plauting bar and place seedling at wrrccr deprh. PI.ANTING NOTES: Ni..aN�nvr �ac; Duriofi planting, secvllings sh�ll bc kep[ in a moist cam�us bag or similvr container to preventthe root systems trom drying. hBC PI,ANTI�'G BAR Ylantiug bar shall have a blade with u triangular cross cection, and ehull bc 12 inchcslon�, 4 inchce wide and 1 inch thick a[ cen[er. ROOT PRUVING NI seedlings shull be root pruncd, if nccoesary, so that uo roots extend more than 10 inches below the root collar. � 2 inch � ��i ��� �� i�i-�I Ilill II_IIII�II'I r Illlillll�ll���III _- IIIIIITIII I�I ��I I i� I I I:-I d I I 3. Insert v�nting bxr 2 inches toward planter from seedlin,�. � y I �LI I=1 II IIIII I III III_ I� I�I�I� I II=11 I --. �;.III II IIIIIIII �lil��l�lll �III��II� 6 I e.nvc c> naetion hole open. Watcr thorou,�hly. l�e�Ce 17BP.7.R.87 RF-1 REFORESTATION ❑ TR�� R�PORESTATION SHALL BE YLANTED 6 FT. TO 10 I'T. ON C�NTER, RANDOM SPACING, AV�RAGING 8 P'T'. ON CENTER, APPROXIMATEi,Y 680 PLANTS P�R ACR�. RF.FOIiESTATION MIXTURE, TYPE, SIZE, AND FURNISII SIiALL CONFORil "1'O "fHL FOI.I,OWING: 25% LIR10llENDRON TULIPIF�RA TULIP POPLAR 25% PLATANUS OCCIDENTALIS AMERICAN SYC�MORE 25% FRA<�NUS PENNSYLVANICA GRI:�N ASH 25% BETULA NIGRA RIVER BIRCH 12 in - 18 in B1Z 12 in - 18 in BR 12 in - 18 in BR 12 in - 18 in BR REFORESTATION DETAIL SHEET N.C.ID.�.'Il'.- %B�A��I�E ENVIR�NM]CNT.�II. QTNIT