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HomeMy WebLinkAbout20171346 Ver 1_17BP 6 R 77_770223_Permit Drawings_20171020Carpenter,Kristi From: Sent: To: Subject: Attachments: Follow Up Flag: Flag Status: Steenhuis, Joanne Friday, October 20, 2017 12:44 PM Carpenter,Kristi FW: 17BP.6.R.77 / Bridge 770223 / SR 1303 (Old Red Springs Rd) 17BP.6.R.77_770223_Permit Drawings.pdf Follow up Flagged From: Rerko, James J Sent: Thursday, October 19, 2017 1:50 PM To: Hair, Sarah E SAW (Sarah.E.Hair@usace.army.mil) <Sarah.E.Hair@usace.army.mil>; Steenhuis, Joanne <joanne.steenhuis@ncdenr.gov> Subject: 17BP.6.R.77 / Bridge 770223 / SR 1303 (Old Red Springs Rd) Liz / Joanne We reviewed this project Tuesday (10/17/17) and it was determined that this project was consistent with Nationwide Permit #3 with no notification required. The project has minimal impact which includes Bridge 770223 and the two overflow culverts on each side of the bridge. I would appreciate confirmation. James J. Rerko, PWS Division 6 Environmental Officer North Carolina Department of Transportation 910 364-0834 office 910 486 1959 fax lirerko .ncdot.qov �rrn�il 1000 Transportation Drive Fayetteville, NC 28302 a������ �������,��s���������� �� ����� ������ ��`��,� ��������,�,� �,� ,��.������ �� ��`�� �'J����`� �°��������� ��.����� �������:�,� ��W�r ����� ���.� �� ���,����,���� �� �������� �:s�����,�. I rr�7all �:urrc,��u � � � � � � � � y I�c rli��;lu�e,rl �u �C�h•ih�rl I i� ci��;e, Cu ai� rur°r7 �mii;, ;;e,i� cr i;, ;;u� ��;� �u Cmie, ,..,u� i�; ta�:ur�: ;, ..,aw ai� ir7a, I�arti��, I li�:;l l��- 1V North Carolina Department of Transportation /" � staiiiZ4v,��er, � ) �,,,,_.. Highway Stormwater Progrem �;- STORMWATER MANAGEMENT PLAN --- (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 17BP.6.R.77 TIP No.: 17BP.6.R.77 County(ies): Robeson Page 1 of 1 General Project Information WBS Element: 17BP.6.R.77 TIP Number: 17BP.6.R.77 Pro'ect T pe: Brid e Re lacement Date: 10/13/2017 NCDOT Contact: Jon Moore, P.E. Contractor I Designer: Dan Duffield, P.E. Address: NCDOT Hydraulics Unit Address: Summit Design and Engineering Services 1020 Birch Ridge Drive 100 East Six Forks Road, Suite 300 Ralei h, NC 27609 Phone: 919 707-6608 Phone:(919 322-0115 Email: 'Imoore6 ncdot. ov Email: dan.duffield summitde.net Cit /Town: Red Sprin s Count ies : Robeson River Basin s: Lumber CAMA County? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 700 LF Surroundin Land Use: Rural Area with Agricultural or Residential Land Uses Pro osed Pro'ect Existin Site Pro'ect Built-Upon Area (ac. 0.50 ac. 0.32 ac. Typical Cross Section Description: 2 lane road with 11' travel lanes and 2' paved shoulder with total bridge length of 80 ft 2 lane road with 9' travel lanes and 4 grass shoulders with a total bridge length of 52 ft and width of 33 ft. 8 in and width of 25 ft 4 in. Annual Avg Daily Traffic (vehlhrlday): Desi n/Future: 1600 Year: 2016 Existin : less than 1600 Year: General Project Narrative: State Project 176P.6.R.77 involves the replacement of NCDOT Bridge 770223 on SR 1303 (Old Red Springs Road) over Gum Swamp. The existing structure is a reinforced (Description of Minimization of Water concrete deck on timberjoist. with a su�ciency rating of 42.28. The proposed structure will be a 1@35', 1@45' 21" concrete cored slab bridge with 2'-6" caps. The proposed Quality Impacts) bridge is in FEMA Zone AE as shown on the DFIRM Map 3720031600J and is included in a"Limited Details" study. The proposed bridge will maintain the existing level of service. There are two additional pipe arch crossings, one at each end of the project and on each side of the proposed bridge. There are also four outlets for the bridge deck drainage to facilitate spread for safety. Rip Rap outlet pads will be utilized to dissipate the flow and minimize erosion. Replacement in place will minimize disturbance in the surrounding wetland areas and stream crossing. No ditches were replaced and the roadway embankment has grassy field slopes. Waterbod Information Surface Water Body (1): Gum Swamp NCDWR Stream Index No.: 14-5 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Su lemental Classification: Other Stream Classification: None Im airments: None ThreatenedlEndan ered Species? No Comments: NRTR Stream ID: Gum Swam Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) O � � � 0 N • � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C- 9 For Survey Control Sheet THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. • DETOUR ROUTE BEGIN PROJECT � -L- STA. 10 + 50.00 TO SR 1359 (DOC HENDERSON RD.) ������� ���" ������� J��� ��� �,, '� ����J��������. �� ���� ����� ��� �� ?� �' ���� �� � ���� �`��� PERMIT DRAWI NG SH EET 1 OF 6 LOCATI01�: BRIDGE 1�0. 770223 01� SR 1303 (OLD RED SPRII�GS RD.) OT�ER GUM SWAMP TYPE OF WORI�: GRADII�G, DRAII�AGE, PA VI1�G, A1�D STR UCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 1 BEGIN BRIDGE -L- STA. 13 + 81.81 ,PROP. DRAINAGE STRUCTURE -L- STA. 11 + 75 +/- CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. � / � '� � ��� ,, , � / y' � ) - v � ; , , END -L- � BRI DGE TA. 14 + 4.19 PROP. DRAINAGE STRUCTURE -L- STA. 16 + 2 4 +/- V S ITE 3 END PROJECT -L- STA. 17 + 50.00 TO SR 1339 (PRESTON RD.) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared In the Offlce of: HYDRAULICS E11tGI11lEER GRAPHIC SCALES DESIG11t DATA PROJECT LE11tGTH 504 Meadowland Drive Hillsborough, NC 27278-8551 ADT 2016 = 1600 vo��e: �s�s> 73z-s8s3 30 �5 � 30 6� Fax: (919) 732-6776 �O� T = V �O LENGTH ROADWAY PROJECT = 0.118 MILES DESIGN AND ENGINEERING SERVICES www.summitde.net � �� pG� 0 �k FIRM NO. P-0339 G, V= 55 MPH LENGTH STRUCTURES PROJECT = 0.015 MILES 20I2 STANDARD SPECIFICATIONS �Q� �'�°'oQo PLANS P.E. � � TOTAL LENGTH PROJECT = 0.133 MILES SIGNATURE: � � .0 15 0 30 60 *�ST = 3% DUAL 3% RIGHT OF WAY DATE: TRACY N. PARROTT, PE � o NOVEMBER 29� ZO�6 PROJECT ENGINEER ROADWAY DESIG11t P F LE E111GI11lEER `��� ��Q RO I (HORIZONTAL) FUNC CLASS = � o Qo � � G3 G^���' 6 3 0 6 12 RURAL MIN. COLLECTOR 1�CDOT C011tTACT: VIRGINIA MABRY LETTIIVG DATE: BRANDON W. JOHNSON, PE MANAGER, PRIORITY PROJECTS UNIT N OVEM B E R 2 9, 2 O� 6 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) SUB—REGIONAL TIER PE SIGNATURE: J �� - � �, � � � � , � � � � � _ ; PROJECT REFERENCE NO. SHEET NO. BE�GIN APP. SLAB 80' ��S � I_ ENQ� APP. SLAB 3 0' 0' 3 0' BRIDGE N0, 770223 /7BPo6oRo77 4 - , �� . � . _ -� L ST A. l3 +70.94 -� , i ;� STA. l4 +75.07 RrW SHEET NO. �� �� `�;;, %'� ,� � _� ' � �� �_ � � ��' � L_I �_ � ''�'-I�I �` I' � J �_' I_ I �� G R A P H I C S C A� E P E RM I T D RAW I N G ROADWAY DESIGN HYDRAULICS � i~I� �,- L- - ' V �i � M AOCTS INE S RFACE WATER S H E E T 2 O F 6 ENGINEER ENGINEER ��= � _ N _I� _ � _ I �_� N � I � DENOTES EXCAVATION � i � IN WETLAND O _I' � �� ��� Y O � ,p� ��i�� �= F F DENOTES FILL IN O ��� � � � � �� I _Y ; O � �� , � �'�- WETLAND ��� � � "� - - �,� _ � - - � �, � � DENOTES HAND n '� � � �� - � CLEARING �- � � "'�' ���� �i � � - ��� , - � � � ,. I � �� ' END BRIDGE ` � � - � � � ' , � � � , ��- � ° , > >, BEGIN BRIDGE � P�� I �S�' y _ � uTYP�_� I I I � -�� � � � _ ��- ; , _ `� � �� I i i � I� � -L - ST A. l4 +64. '� ', � � �'� 1 � , � �- � \V i �� � ; � � � 7 -L - ST A. l3 +8/.8/ , - - - - � � �- � -' � - � f ,' s�-G � � -. :� i � �� Y� t ; a�aERr & MABEL auiE DOCUMENT NOT CONSIDERED FINAL � ���� � � � ����- ��� � �� ,� .� ���� - _ - _-� _� �-� ���t;� � ,� �-� 6 �� -� DB 1404 PG 264 UNLESS ALL SIGNATURES COMPLETED SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP ��� ��, ���������� ��=. ���� ��, /�-;����� PfepOfed �� +�e N� F,RM �,�ENSE No: P-o339 1 �._ ' �- Office of: 504 Meadowiands Drive )S �� I -� �- 1r �����I� Hii�sborough, NC 27278 T `^'7 \� � ❑o�bx.xoE�W��a��s� (9191 732-3883 - (919) 732-6676 (FAXI � � ��_ � � - u n � _� � � � � � 1 � 1_ 1 � � � _� - � , � � ( 66 X 5/ ARCHED PIPE S�' ,,� � S 1, � � � � � L � � � _� � � � L � �.� �, �� -L - �-STA. /6#24 f/ UNITED BY FAITH COMMUNITY MINISTRIES +50.00 L ��-� �� E"' �, ' +68.00 L END APP. SLAB - � -� �'�� 35.00 LT �,NII cl EVATI�_�f�l I� �_ BEGIN PROJECT DB 1775 PG 549 4 BEGIN APP. SLAB s5.00 �r �� �_-- �� �, Ex �w ; ''Y 1 Ex ww -L - ST A. l4 �75.07 i _� �� ,� i 7 �, � i � i �, � ; �_ . � -� � STA.l0�+50.00 � �_ � PB 46 �G 33 1 � � ` � �I� � L- STLA. 13+7Q.94 � � � ,_, � � � � � � 1 � �i _TnTi��i i7+_ F., -`��� .� ����,��i - _'� LT � � BEGIN SBG +75.00 L � I � � � + 94.00 L� -.. �� 0406 35.00 LT ,,; � , �,' ' � � � I I� I� � ," - � � �_ '�� _ �i 66�� X'Jr��� ARCHED PIPE +60T�/T -L- EX.O�LT i- `�,3" W__ � EX WW COIR �IBER � � �� i -L - ST A. II +7 'J� f� - �� � 1 TON CL B RIPRAP END SBG SAG STA END PRO�I ECT . -,; 5 SY GEQTEXT E + 60 +/- -L- V+ 10.00 L- � � �� j oao E _ � I - �` _ - . _ �Ti�r - _ _ _ -L - T A. l7 +5 - � y �- �� -� r „� �F � � � � � �� � _ ,� � �� � � � -- -----�_ , � _ - - _-_ _- _ _ , � . _ M _ � - - � - - - - - - - - - _ - „ - - - - - - - - - - - � ,. __'k . � � � � � , . . �,, -- ._ . - _ - _, � __ - � - .. � - _. . , , -. ' � , �' ' � __ . _ . _ __ - _ _ � ..�,i '. . __ ._ r-� , � � - _. . -. . � _._ _ - - - .- � - - ..� . � , ,_. - . _ _ _ _ . . . _ _ _ -- _ _ _ . . . - - __ ♦ � - - , - - _ F � _ ._ ,F ,,. „ _ F' _UF F � - - - _ _ _ �, � t TON Sl �R1PRA.P, Y_ _, --- �_I_l 1 F F F � _ - F , ------ ' ' F �� .. � _ � � I ---- � - - - - . / F - - - - - F N _ a GREU TL-3 - _ _ _ _ � - - - - - - - - - - 5 SY GEOTEXTILE P I� ✓f ��I 0405 - - - - � �, . _ --�R€l� -�L-3 - _ _ _ F N F - � �- -- 0401 �' � r - N - - _ - \ _ o TB 2G -- I �, - - - - - - - - c.� - �,.� - oo - - - _ �- TYPE - - - M , - ,, � � � � � _ �. _ �, � 66" X 51" � u TYPE D 1 _ �� I'�_C _ F�C - I 66" X 51" � � - �,;^�- �, ALUM PIPE ARCH � TB 2GI � 'I ALUM PIPE ARC N �„� � c� -- r o W/ALUM HW'S � TYPE D ' TB 2G1 W/ALUM HW'S o 0 0 � � � - - - - - - - - - - = f , - - �E -D- _ - _ _ �.� - _ , _---------------� ,- ; � >. o - - _---- � _- III_ --------------� - F __ � -------- � , F CU F �R€1J�L-� - - - - - � �� � . � �.-� - 4 � � � GREU TL- F Cv I � � , F � F F F F F � -�� �-- � 4+11 58� ;� �_ _� �� b I�) � F F F C F ' F F � F F � 11 T N CL B RIPRAP �_ � , �����' 11 TON _ CL B RI_PRAP -� '� / i T r�,, i ; w = � � � _ - I - - - � �� , �;` +60+/- -L- OTEXTILE --- � =� � � � � _ �' 28 SY GEOTEXTILE .- l� EXCAVATION ��- '� +94.00 L 28 SY GE , � I -W�e_ � ��- - 4f?4 �TQ ELEV. , 4X.O�RT D SB �x�sT��i, � � i EN G ^ � �� - -- �wi_e,- �- - - � � � � � � � � � 1 TON�CL B RIPR�IP � E � �:a� '��-��, � - LTiRT _ � = - - - - - - -- - - - - - � E � 5 SY GEOTEXTILE � -- �' -- -� �M- - - - - � -��.M- --��ti�-_ _ _ _ _ - _ ,_,�-,�,-,�,-_ `�-�, XTILE ' _ � � _ � _ y_,_ ,_ --' -' -� - -r i-.� - - - � � � � 1- - - , ^ -, � ,--�AG STA - - - - J� \`,� � _ 1 � � � - - - - � " �� � - ,, ,CLII IP � -: ,- ,-� �� � , �,-� � � _ P, _, - �,� � , � ��, � 5 � � � 0 8 - - - - , - , �, ,,; , _ � , , - - - - �- = � - �_ - 12 + 8�.-'14 --L- '�, _ ` - ' - - -- - TE + 88.00 L J- :-, - \ ,_ '- ' _ , _ ,, � � � � . -� ,,�,, �� � � �- _� �� ��_ � _ _� _� � � _� �:: i- t_ �� EX Riw � � � � � � � - - - _ - - - - - __ _-- _ _ - � , , _ � � CL II RIP RAP - � + 50.00 L � �� � �'�, ���� + 73.00 L - NI ��� �=� D'"� 40.00 RT + 70.00 L � 40.00 RT I =_ �� EX RrW 40.00 RT i-' " ��� � '/ O� Por sto. �o +oo.00 S I T E 1 -� ��� W - - � 25 � �� � � � ;,, ; , , �, � � � � � � � L � � � I �_� ��.� ^ + 50. 00 L' � �- �, POT Sta. 18+00.00 k� END BRIOGE S I T E 2 I NCo -� � � � L � � � L L 1 L � � � �_ � � � , Ex ww `=-�,:�f T l4 + 4 / T Y e � 1 6• 9 � ALBERT & MABEL BUIE - i � ��-- BEGIN BRIDGE � � ,, ; 4 :I r� • WILLIAM R. & TERESA LOCKLEAR C� -L STA. I,3+SI.8� S ITE 2 ; �"-� ,��> �" '# 1_ _�_ y- 1 l '- G `� � DB 1404 RG 264 ; 1 1 ' \.J `` ,' � � , , / � � L � � � � � � � D P6146 PG 337 �, � � � L � � i � / i S` , - '� r7 ' / - ,-_ � ,��� 1 -j�i � ' �� � �� � � � 1 � � � � � � � � � � � f_ i I I I l�_ I_ 1_ . � �,i� ��� j� II ��i � I il�j � Ii � � � I _ 4 . . . . - �. .. i i .. .. i i .. .. i . ��� .. � .. i . . . � . �. . I �. �. . �.. I �.. , i , . . . . - - - - -=- _- . ... . . . . . . . . . . . . . . . . .. _ . . - ------ --'---' - -- --------- --'---'- - - --------- -- , .. '---- - . , ..--.-. _- . -.--.-_ �. _ � : . .. .. . . . _ . . . . _ . . . . _ . . . . . . . . . _ . . . . I . . . . _ . . . . . . . . . _ . . .. . . ,. -.- _. �-. . -�-: . : ., �._ .�- - '--- -. ,-. . -.-..-. �.. :-. -. ,- --- -'-'-- � - -- � '--- ----- -�-. , . . _ . . . .. . . . .. . i . . . _ _ .. . . _ _ . _ . . . _ _ . . 1 _ . . _ _. _ . . . � I I I V i�- i _ J - i _ iJ__ i - i� - J _ i . _ iJ_ _ i - i - J - - � - - - - - - - i i I -- -- --- - --- -- -- -- - --�--- -- - - - --� -- - i i I _ . � � I _ _ __ _ __ _ _ - _ _ - - - _ I� _ --- - _ _ -- -- - _ _- -- -- --- - _- _- _ , __ _ � � � - BEGIN GRADE : - , _ ' � _ - _ _ _ _ _ _ _ _ _ _ _ !, ; � _ L- SR 1303 (OLD RED SPRINGS RD.) 1 - - - -- - - - I= - I BM #1: R�R SPIKE IN 19' BLACK GUM - � � � a -L - ST A l0 +50e00 j _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - -- _ _ -- - � - - -_ , _ _ __ _ _ _ _ _ -- _ _ _ _ _- -- -- - -- _ BL STA 17 + 50.00 52.00' LT 2 0 6 . i i i � E� -�87e.3 _ � � i ' � i I i I I I , i. I I i I, I I _ 'i ;; -L- STA V+ 57.66, 32.43' LT _ 2 � 6 _ � I I r - 9 - - - � - - - , � � � � , , , - - - - -- -- -- - - - -- '� EL 185.21' _ . _ _ _ _ , -- _ _ _ _ _ __ _ _ _ __ _ _ _ _ __ ___ _ __ _ _-- _ __ _ _ __ ; i � - i �_ T : _ BEGIN BRIDGE - - _ �. END BRIDGE - � _ - - - - I � -- ----,-_ ' ;-_ ; i � � i i ��---- -� !------ -- �i - _T _ _ _ _ _ __ __ _ _ __ _ _-- _ - - - - - -- - - _ - _ - _ __ _ _ = i i � � � _ � � , _ - _ I _ 2 00 _ - � L -_ ST A l3 �8/.8/ _- _ L -_ S A, /4 f64o/9�-� - _ _ - -_ _ _ -_ _ _ :: - � - 2 00 _ � ,��-- ,- 185e86 � _ - - E� , 18507� � I_ _ _ _ I I I �, I I I� �-: '� '� � � �_ � _ , ; ; � _ __ _: __ - - , , � i � -- �� ;--� � _, _, �_ _ � - � _ _ I I � I I _ i li i i I I_ : i i i i i i i-. _ _ _ _ __ _ _ _ _ , _ _ _ _ _ _ _ __ __ _ _ __ ___ __ ___ _ _ . _,_ ` , _ _'_ _' . _ _ _,I - : , _ _. - _ _ _ __ _ � � _ . _ _ _ i i � � _ _ : -: + � � , � _ _ _ � � � Pl - l7 +1Qo00 °� _ . � _ ; ; _ - ' ' � - - _ �� _ _ � i - i �i _ Pl _ l5 50.bQ � i i _ , I, I, � � ---- _ ,. � �---; �-� _ � Pl = I1+00.00 _ _ _ _ __ _ _ � - + _ _ ___ _ _ _ _ _ __ _ _ _ � P� - 14+25.00 � _ _ _ _ _ - / � __ __ _ _ __ ___ __ --_ _ � � � EL = 184.86' !, _ . � � _ � � EL = 186.99' ; Pl l2 35a00 E� 85.3 194 . � � � ,.: � EL = 185.42' - _: I EL = 185.99' : � ; �- VC = 5Q' I; � � I'� VC = 80' '� �-� : � END GRADE 194 i i i � V C= 50 _ _ �i _ , _ i_ i: V C= 700 _ ; :_ _ �i _, �i __ _ i �i �i K= l33 i_ i ii __ T _ _ _ __ _ VC l70 _ _ ___ _ _ _ _ _ _ -- _ � - _ _ _ ___ _ /� 22'7 _ -- ------ - -- - --- - ; � _ 17+50b00 � _ � _'� � � ST A ; � K - _l38 _ _ �� K = ll6 _ _ _ - i � _ � K _ l22 _ _ _ �� K = �65mph , � DS - 55mph � � _ - i i _�-- DS 55mp r _ _ _ _ _ __ _ _ _ i = _ _ _ ___ _ _ _ _ _ __ ._ _ -- - K 55mph _ --- _ _ i _ _� ii _I i i EL - l'84.98 ii - ,---- .- DS 55mph r -- --- - � - � � � : : _ _ _ _ _ _ _ _ _ _ � i ,_ , _ _ . . , : _ _ _ _ _ _ - - - -- , _ -- -- _ - _ _- -- -- - - _ _ �� ; EXI�T lNG GR,4DE J. i i � � � i_ i i i i 188- __ i-io.8aooi . ` �� � ���� ���� � _I I____ _I I ,��� ,� ,_ -- - --- -- ____ _-- -- - - - 188_ -- -' _ o ,' , , I I , I', I , I II, I � I I I I � ��- I I I� I� II_ I I�._ � ( +)Oa3000 � � � � � � ___ � .1630/ ( +)0.3000/ o : V _ _ - _ _ _ � -10.5200/ l -10.3000% � - ' - - _ � � ------- - - li � - - -- --- - ----- - -- -- - �--- ---- _ __ _,_, ------ , _; � , -- - --� --._ -__. _ --- ------- -_,--- _ �� � � ��� ____ � � � - , _ � o - � � � ; � � � � � � � � , r+�0.3000i'� , .- _ � ,__ _T : . � �: _ _ :- _ -- _ _ _ ___ _ _ _ _ _ __ , _ --- - _-- --- ; ; 182 � � ;�; , � � � ;I � � � � � � � � I, �", ' _', ', _ : -- - � i , , ;:- ��i���''I'� '��I, ,,�,�,,�, ;, i i , � 1$2 . ---� : �, _ �,� � � � � : � � _ I � _ _ ; i ' i I I . _ _ _ _- _ _ - __- _ _ _ _ - _- . I , �_ __ � !I - - ', - __ -_ _ - - - - - --_-- _ - _ - _ -_ -_ - i i i =_ __ _-_ _ � �� � �- �_� . � � j � �� ---- , � ��-�� � � � �,_ ___ _; , �_ � BRIDGE AND FLOODPLAIN ____ -- _ _ _ _ � � = ` � - - , I � - II PIPES ITYDRAUUC DATA � � . . � ---'- � , i i i __ � i I �,_ _ _ , i _ . __ ___ _ _ _ _ _. __ I i i �_ � , __ _ __ _ _ _ _I � ' , _ _ _ __ _ �;---�- __ _. _ � _,I , EXISTING GRADE _ _ _ � ; , 'I '' I I' � 66 �5/" � _ _ - -- - i i i i _ _ _ _ 6 �c� '� � � -_ -- --- _ !� 17 b _ _ _ ' ' ' �� / � �� '� '� '� � _ _ ', DESIGN DISCHARGE _ 1700 CFS 17 6 (-)!d?95/ -- � I I , � I � �_ I _ ! � �I i �I -i i _ _' I'� �. I� i � �, � � � � � �:-. DESIGN FREQUENCY = 25 YRS � � � u � ; _ __ - - - _ _ _ _ _ _ _ _ _ _ ��� � � � � u _ _ _ ' ' � FO�? � C Ef� �q �� �� - - - - - �� DESIGN HW ELEV AT lON = 185.9 FT i i i I,-i- i I I I I I I I I Ii I- _ ___ _ ___ I� i ��!VIiE� I ._ _ __ _ _ _ _ _ ___ _ _ _ _ __ _ _ _ _ _ --- , _ _ _ __ _ _ -`---J----- --- � I _ _- -- -- --- _ I _ - T ' - - ' ' ' ' ' '-�,_-'- _-- ;_ ' ' ' '_ BASE DISCHARGE = 2500 CFS i i i i i i i i � � I I � � � � � i i _ _ __ - - _ - _ _ _ _ _ � � - _ _ _ __ _ _ _ ' _ ' _ ' � _ _ - - _-- -_ - _- _ _ __ ___ __ --_ _ '� BASE FREQUENCY _ l00 YRS 17O 17O . � � � � -� _ � � ___ _ _ _ _ _ __ _ _ _ _ _ ___ _ _ _ _ _ ___ _ _ _ _ _ ___ _ _ _ _ '� BASE HW ELEVATION 186.6 FT i i i i i_ i _i i _ _ _ - - -- ---_-- --- -_-_ - - __ - --_ _ �i - p _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OV ERT OPPIN� DISCHARGE 90 CFS �� � ' ' � � ' � OVERTOPPING FREQUENCY= 5 YRS � - -- - - - - - - - - - � �, � � � � � 'I- -„ -. _ - - _T . _ _ _ _ _ __ _ _ _ _ __ _ _ ._ _ ___ _ _ _ _ _ _ ___ _ _ _ _ _ ___ _ _ _ _ _ _ _ ___ _ _ _ _ _. ��� , � � � � � , - - - - - - -- - -- --- -- - - - - ; V l L V l = l . ��' 164 = _ - _ _ _ _ _ - _ - - _ - _- - - ! 164 u� i _ �-, � � - FT ; �� �� � � � � � - - � - + - -- - - - - - - - - - - - - - � �,� i ' -i i_ i i i i _ i i - _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- - _ _ _ _ _ __ - _ - - - - - i EY - 2/2//l7 3 � � � , � � � ___ __________ _________ _______ __ ________ _,_ DATE OF SURV � � i � � � � � � c �, ,_ , _ __ _ _ _ _ _ _ _ _ _ _ i � � ; �-� - - - - - � L 15c� . ; -� � � � � _ � � _ _ __ _ -- _ _ _ ___ _ _ _ _ _ __ _ _ _ _ _ __ _ _ _ _ __ _ _ _ _ - --- - - - - -- -- - - -- - --- - �� . . L V l /g/.4 FT 15 $ '� `-, 1 I � ; ' ' ' ' ' ' ' AT DAT E OF SURV EY - �`�T_ � ���� ��� ���� ���� ��� � � � � ,� , � � � � � , , , - , _ _ - - - _ - - - - - -- _ - - - -- - --- - __i __ _ i __ i __ __i_ _i _ i �' o ; „ , , , „ „ , , , „ , „ , � c� � L i i . . i i i I ; i rti , �1, �N O ��`����� ' 10 11 12 13 14 15 16 17 18 _��� rl, i�, - `_�� �n S ITE 2 S ITE 1 F F DENOTES TEMPORARY IMPACTS IN SURFACE WATE R DENOTES FILL IN WETLAND �'*, � %�/� %'/�/. DENOTES EXCAVATION I N WETLAN D DENOTES HAND CLEARING S ITE 3 ..... ..... �� - � �, � � � � , � � � � � _ ; PROJECT REFERENCE NO. SHEET NO. BE�GIN APP. SLAB 80' ��S � I_ ENQ� APP. SLAB 3 0' 0' 3 0' BRID�E N0, 770223 /7BPo6oRo77 4 - , �� . � . _ -� L ST A. l3 +70.94 -� , i ;� STA. l4 +75.07 PERMIT DRAWING � SHEET NO. ��� '�'_ u � ��i� u � _ �� u _ �, �'�'���� ''���� � �� _� � �� � I G R A P H I C S C A� E ROADWAY DESIGN HYDRAULICS �� � i�l� � ��-� � - ' V� � M A�TS IN� S RFACE WATER S H E ET �'F O F � ENGINEER ENGINEER - �� ���=� �� - � I� � � � � `- � DENOTES EXCAVATION N - � I � N � -r `� IN WETLAND O _I' � � � � �� Y O � � ,p; � � °- F F DENOTES FILL IN � ,- � C� O �� _' N \ �/ `-^ -�. WETLAND p ��_ � I I``� i -� O � `,� � �- _ �� - � � - - ;'� �n DENOTES HAND , ,;; - - „ �. - T n ' ' ' I � -- i � � o ��a � � � '�� � � -�_ CLEARING - -- - �' I' �__ � - -c,� , - � � � �� ' END BRIDGE ` � � � I � , � , � � � ,� �� � � � � �� �' � �` � � � ��� � � BEGIN BRIDGE � P�� I�� S�' ��__� uTY �__ I I I � ����� � ��' I i _�,_ J� � � -L - ST A. l4 +64.1� �� .'� � � _�i l� -� �� � � s�-� �� �� � � , i, � ' �� � � �"�� .: '� -" ; a�aERr & MABEL auiE DOCUMENT NOT CONSIDERED FINAL -L - ST A. l3 +8/.8/ , `; lu i � ' y I� �� P i ; � ,�_ � _ _ Y�-�, �, ; � _- - - , .,\ � � ' �S� � � ; � DB 1404 PG 264 UNLESS ALL SIGNATURES COMPLETED SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP a�, � !� ?.� /; P�epa�ed �� the N� FIRM LICENSE No:P-0339 ), �� ' �-' Office of. 504 Meadowiands Drive S ' -_ _ _ _'� � - su1�r�I�T Hil� r h 7 7 sbo ou NC 2 2 8 ' � � � �\ ,`_~' I \% � �� °�w"""°E"W"�"'"�'� (9191 732-3883 - (919) 732-6676 (FAXI _, -i_ �� / - u n � � � �" � ���., � �, ,, 5/ ARCHED PIPE � � sc � '�.. - 66 X � � _� � �: � � � 1 � i- 1 � � � �- � ` �� � L � S�' - � � � �� � � � � � L � � � -�-�-STA. l6#24f/-� � \ ,%� �- � �-_ � i �,� � , � � UNITED BY FAITH COMMUNITY MINISTRIES +50.00 L ��-� '� E"' �, ' +68.00 L END APP. SLAB ' � � BEGIN PROJECT �B ���5 Pc Sa9 4 BEGIN APP.SLAB s5.00 �r �� �=��� ���, ,,� 35.00 �T �,r�ii ti EVATi�:����i i��4_ ��� Ex �w , Y � � Ex ww � - ST A. l4 �75.07 �� � � -, i , =� �� ,�i � �' i i 7 + _, � , � i i _ � � � - ��,,� � � -�� � , _ � � -� � ST A. l0�-+50.00 � �, � PB 46 _�c 33 � ,� � �_ �-L - ST�A. l3 +7�.94 ; � � , = _ , I � � � � � �� � � � � � � �i �Tn i-� � � � �_'� l� � � 66 X 5/ ARCHED PIPE +bo+i -�- 35.00 �T w_ _ f 1 �. ��` 0406 � 35.00 �T� � ^; , � „ „ BEGIN SBG +75.00 L \ � � - -i'IP I -��,�_ _ ✓' / -L - ST A. II +7 'Jr f� - LTiRT EX WW =��� Y,� �', 1 TON R C L B RIPRAP END SBG SAG sra END PROJECT COIR �IBER +60+/- -L- 17 + 10.00 -L- , _ 5 SY GE TEXT E - -- � L -�_ -� � � ;;; � - -== - � � E I �; 5 �- _ Q - � _ _ �T�r _ - - _ -L ST A. l7 +50.00 I 040 � ' -- � . .rs, - �F � 1 � � � � 1„ � - - - - -� -- - - - �'M - - _ - - - ��i � � . _ i_ _ L � - - - a� � � _ � � - � -_ - _- - _ � -. ,-... .- . -, -- __ . _ " _ .- - .- ' _ - - . _, - - __ __ :1 - _ _ _ - - -.. .. � - � _- . ;4p_ _ - J � � __� -' . __ - ..- i .� __ _ _ - - . - _ _ _ � - _ -_ ,, _ - _ _ ._ _ ._ ,F ,_ ,_ � _ _ - _ UF , � F � - - - - - . � I' �: Il ' ` � F F ` �SY GEOTEXTILE , P_ I . _ � 0405 -, ��---- F -------- _ _ ���'_. � � , F - - - F __ . F I F � T TO N Sl � R1P RA.P X � F F , � , F �1 J GREU TL-3 = _. . , -- " -- - - - --�R€l� -�L-3 - _ _ N --- ` --- • � F ---� ------ _8 � _�� r _ _ o ,, ° 0401 �' -� - ^ - N - _ _ - - \ - - - - - - - -- � - - - -- _ -- -- N - M -� - - - � - �,_�� �� � _ � �, o o TB 2G ,_ - �� i � - � � ,� 66" X 51" � ° � u TYPE D , �� � TYPE _�= 1 ��_ �� �C I'��-C �_ �_�- F�C i �--T 66" X 51" � o 0 0 �_� --'� r- ��,n� � ALUM PIPE ARCH � TB 2GI ' ALUM PIPE ARC N �„� � c� -- 0 o W/ALUM HW'S � _ TYPE D _ f ' I - TB 2G1 _ _ W/ALUM HW'S _ o 0 0 � - - - - - - - - - - - �E -D- _ - ° _ ' ___----- ---- ,- � _-- - - � _ �+ -� N F -- �R€1J�L-�---- ��^� _-- ; ---- � III_ --------------� -------- - � � F F , -� F F F� � � T ST �n 4 F F C � �� GREU TL- F N I F � F F � � 4+ 11.58 '� _ _�X�I� � F F '� F 3F ; . 11 T N CL B RIPRAP � �.T - ��.�� � 11 TON CL B RIPRAP � i T;.�, i ; �� � , �. � � _ - v� 28� SY GEOTEXTILE � 4 � _- - "� ��X�C�AV� �ION ��� � � 40 00 RT� 28 SY GEOTEXTILE ���- � =� �x�sT��i, � ���� � �� --- -- R�W END SBG - - � - EX + 60TiRT -L � I �wi_e,- �- - - � � � � � � � � � 1 TON� CL B RIPR�IP � � �;,;J.�i 5� � - _ _ � = - - - - - - -- - - -- - - -- - ti E <a �� � 5 SY GEOTEXTILE ___ -- -a,m- - - - - � ' -�,M- 'l��- _ _ - �` 1 TO CL B RIPRAP i ; CL II IP P � $ 5 SY OTEXTILE ; _ - � - - �, - _ _ -, -�-,-,��'�,-�r�`�r - _ - - _ � �� `� ,� , �; � , _ � _ . , _ J y ,_, __ - . - -r �-.� . - - - \ �` � � � � � Jc 1- � 1- � � � -, J - - - - - - - _; ,_ ; ,� �, ;_,, ,,- ' - -- - - - - --*, �'� - i , , ,_ ., -y� , - $AG STA '- � � � ; , , -, , , -- ,- � � - , , ° , -,_ - ' 12 + 8�.-'14 -L- ' - - -- + 88.00 L `- ti-�,- ', � _ - - � � � _ �� - �� � � � _� �� a�= � - '� -� � � + 50.00 L � � �°' � _ � : �. , � , � , _ _ - - -_ : -, ,- � _� �:: � 1.EX RlW � , '� ; � _ _ ;�� `-, _ - � - - � - -- - - -. � , - � ���, � ��_ CL II RIP RAP +73.00 L � � � � �r �� �r :, �X.O�RT 40 00 RT� i ia�.,s�� W ��� � : `�''�`� �_, � 40.00 RT ;, ,�, � � ,-� � � ��� � � 25' � L � � � � � �� ��, POT Sto. 10+00.00 � � - �,�,,_,�� ,,,. ; �� � �� +50.00 L'� ��_�� - END BRIOGE INCo � POT Sta. 18+00.00 .� � � � � L � � � L L 1 L � � � �_ � � -� �� ', EX RrW `;` � � BEGIN BRIDGE ,� � ��' _ f!�___, -L- STA. 14+64.19 ALBERT & MABEL BUIE TY �� WILLIAM R. & TERESA LOCKLEAR �, �; � 6 i 4 :6 5 ��� . -L- STA. 13+8/.8/ �, � �, �_ �, � � v �_ � �� �� og iaoa �c z6a �� �� � �� � _:i �r� I �s `r�� L _ I�' I � � � � � � � � 1 � DP6146 PG 337�, � � � L � � ,r �,. �f � l � :�, � 1'. _ 7 � ,, ���'\ `:1 i � � � � �� � � Y, � � � � � � � � I i i i ii i I I i i i I , , , 4 . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . j . . . . . . . . . , . . . . , . . . . j . . . . . . . . . , . . . , . . . . i . . . . . . . i . . . , . . . k . . . . . . . , . . . . , . . . . , . . . . _ . . . , . . . . . . . , . . . . I , .. . i i .. i . i i � i , . , . , , . i � . i , i � , � . i . .. � .. � i i � . I .. � . � � I � . . . . . . . . , . . . . . i . _ - - ' - - - - - - - - = - - - - .,. . _ _ . . . . . .. _ . . . � . . . . �--- - � - ---, _ _-.-_ . . _ ` -' ----�- --� _ . _ _ . _ - � _' _ -- �--- - �- - _ : ` - -- -` - _ . �- - . � _. _ _._ ., �. _ , . . . . . . . . . . . . . . : . . . . . . . . . . . . . . : . . . . . . . . , � . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . _ _ I -j � I I iJJ- _ l J- i �- ,J _ _ iJJ- iJJ-_ 1J- J- ,J__ _,J I I ! -- - - - - - - - i I I _ - i-�- J - -J- i-I _ I - I - I - - � I I I _- -- . _- . . -- . - . - -- - -J. -- -J - I I . �_ . -I , -- . _ _ -__ - _ _ _ _- __ - _ _- -- -- --- - _ ' � _ . BEGIN GRADE -- � ; � - -- - _ _ _ _ __ _ _ _ - -L- SR 1303 (OLD RED SPRINGS RD.)' ��� - -- -- _ , ; � _ _ _ _ - - - 'I 19' BLA K GUM _ - - - - - - - - - BM 1: R�R SPIKE IN C _. -__._. - _ _ _ _ _ ___ _ _ _ _ _ _ __ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ I - -- -- # _ i _ _ ___ _ _ _ __ _ _- -- -- --- _ __ __ _ i -BL- STA 17+50.00, 52.00' LT -- 206 - i i i - i i i i i - i �, � � i' I � I I I ' i. I I I I I ___ �� ;; -L- STA V+57.66, 32.43' LT _ 2�6 L- A I + e : "� ' � � � E� 187e39 , � - - - - - - - - - - � - - , � � � � � �, , _ - - - -- - - -- - - - -- �, E� � s5.2� � _ . _ _ , __ _ _ _ _ _ __ _ _ _ _ _ __ _ _-- _ __ _ _ __ _ __ _ _ __ ___ � _ _ � � , a_ ! _ _ _ _ , . _ _ � � � I � I t � _ BEGIN BRIDGE �. END BRIDGE � �_- ----�-_, �-__, �-__,_� --�------ � _T _ _ _ _ _ __ __ _ _ __ _ _-- _ -- - - --- - -- -- - --- - - _ - - _ STA 14f64o19; � i _ _ __ I _ _ _ ' _ 200 _ _ _ -- ---- -- _ _ _ � � � � � L_ /�/. / L- ��---;� 185e86- - � - - E� � .� 1850 � � - - - -- _ _ _ _ _ __ _ _ _ - � - 2 00 �� � � � ; � ' � � � � _ _ '�i : i � ,� _ - _ I i � - - - - - � i- � I I I I _ , � ; - I I _ _ _ � _ -- � _ __� _ , T ;_T„ � __ � � - - - � ���--� ��- - � - �� � _ __ _ _ _ _ __ _ _ _ _ _ _ _ _ _ � _ __ __ _ _ __ ___ __ ___ _ __ __ __ ___ _ �_. _ ; � � � � �� ��� � � ��� ', _ --_ _ _ �� � _ � � _ ` �� � � � � -��- -� �, _� � _ i _ '� '� i Pf � _ l7 +1Oo00 � � -'�� � �� �� � � � _ _ _ � � i- � ���� i _ _ Pl l5 +50.bQ � � ii'� �ii �� �; Pl=� I1+00.00 � _ _ii � �_ _ � �� � �i� P/�= 14+25.00� ��i�� �_ _ � ,�ii� _ - �- �i�i�i EL� =�184.86' ���i ' ����� , ;__ - � ,-- -.,_- _ _ � Pl I2 +35�a00 � _ _ _ , , , � _ _ _ _ _ � E� 185.3� _ _ �_ � � , _ , -� _ _ _ _ _ __ _ _ _�� E� _ 185.99 �:�- � � _ , , _ _ _ __ ___ __ ___ _ � VC: = 80 � !� -��,��� RA �� ����� 1 4 � EL = 186.99' _ _ _ _ ; 194 . � � � _ , : � __ _ _ �� �85.42 - : � _ , . � vC 5Q � _ _ . END G DE 9 i i i� i �VC �50� �� � -� _ �_ __ _ -i � �=�����'� ��_ �_ __ _ _ _�_ �- ���� �������i-- _�i� VC� l00 _ ; .- _ -�_-�_ �I = �� ���i���_ __ �_ -�_�_-� �_ ��-- �-� �--- _ i����i K� =�133� �i-i �i� �- - � � � � _ � _ � �� _ �� K � = �122 � _ K _ 22���7 ; � �, _ �� ; �� � ST A l7 +50e00 i _ _ _ _ _ _ : _ _ _ K �65mph _ _ _ _ DS 55mph , _� � ; � K - l38 VC l 0 I � � . _� DS - 55mp , - _ _ K - 55mph _ _ � : _ _: EL - l$4.9$ � _ _ _ _ __ __ _ _ __ _ _ _ _ � � � � - __ _ ' i_� � __ ,------- � � - _ _ _ _ _ ___ _ _ �!I DS ll55mph _ _ �- � � ' �_ __ __ _ _ __ __ __ ___ _ ; _ � , : _ , _ _ _ _ _ _ _ _ _ _ _ : _ : � _ _ _ _ _ _ - _ _ _ _ __ __ _ _ _ _ _ _� �� _ � ; xi ri R� � ,_ , _ _ � ' : � � � � � � _ , . _ � � � � � _ � -- - - - - -- , , -- -- - - - -- -- -- _ _ _ E � NG G ;ADE 18 8 � � �- _ _ u- -_ --- - - - 188 _ __ r-�0.8ao0i . � � � � � � � � _ � �---- � � � � �, �, ,_ , � ____ _ - �_�� o ,., , !'! I I , I',, I I I I, I I I I I li , I I I I l l li _ I I li ._ I � : � .1630/ ( +)0.3000/ o ' _ _ : : ( )Oe3000 ' - - - - - - _ _ _ � -10.5200/ l -10.3000% � - _ , � ------- - - � - - -- --- - ----- - --- _ _____ _ _ � ---------- � - ___ __ � ,_ -- - -` --_ -__. _ _____ i � � � � � � i i --- -----_ , i i , . � I o l _ I I I i i i„ i i„ i i i „ i l I 1 .- , _._ _ T : - -- - � _ - � , ,, � � , , r +�a.3000i,, ; � _ ___ _ ,,� � -_ � �� � � 182 � � � � ---� , � � � jl � �:� _ _- _ ___ �_ � ��__ � i, �, ��� �', ',, `_-- _ i � � � �� � ��� ��� ��� �� 1$2 -- - - - - - _ -- -- - - _ _ _. T _ _ , i ' i I I . _ _ _ __ _ _ _ _- _ _ _ _ - _- . I i ,_ �. � - , , . r i I I i� i � I I - -- --- - _ �=� . -- - - - BRIDGE AND FLOODPLAIN �� � _ -- - - - - -- - - -- .� _� . � � I . � ! � I � � ,_ lr � , � �i� , i _- - - - _ - - -. �ii , �il I _ �i i � I I i , , --, i _ _ _ _ _ �i ;: I I � I �i �i� �i ' _ _ _ - , . � _ � l S ITY AUU _ _ r �, i�- _ .. _ _ _ . __. _._�_ ___ _ I _ _ _ � iy� � I _-- - - - �--- _� -- . I_ EXIST lNG GRADE a i �-' -- � - � - � --- -�� - _ _ � _ _ _ - � _- -- --- _ ,. q � b � . . . - - - � ' '� _ , i �_ � ''� � 66 �5/ � r-� -- - - '� , j �! i i � �'�j � � 6��C� �� �I I I �-- �j DESIGN DISCHARGE _ 1700 CFS 176 _ 17 l -)!d?95/ -- _ _- - - - _ _ _ - _ _ _ -_ � i , � I I � �� _ � :-. DESIGN FREQUENCY = 25 YRS -- -i � il-, - I - - - ' II _ _ _ _ _ � � �--- _ _ _ _ _ _ _ FO�? C ER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -_ _ _ _ _ _ _ _ _ _ _ R � DESIGN HW ELEV AT lON = 185.9 FT � � � u _ � � � � � I I;? I� � �,_ ____ _ �I �� �R, I, �i'E - , � , i i i� � , !--�--'--�--- �--- -� -�-��-- ' ' i-I -- _ -- -- --- _ , - - - �'�- BASE DISCHARGE = 2500 CFS _ � � � � � � � i i i i i i i I � � � � I_. _-I I_, _ � � � � _� _ � _ � � - _ _ _ __ _ _ _' _'_-' - � _ _ __ _ _ _ _ _ __ - - - _ - -__ _ _ - _ _ -_- _ _ _ - _ _ -_- - _ --- -- - __- _ _ _ _ ___ __ --_ _ '� BASE FREQUENCY = l00 YRS 170 -- _ - - � � � � � � � - - � BASE HW ELEVATION = 186.6 FT i i i i i_ i _i i _ _ _ - - -- ---_-- --- ---_-- - __ - --_ _ �i - p _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OV ERT OPPIN� DISCHARGE 90 CFS �� � ' ' � � ' � OVERTOPPING FREQUENCY= 5 YRS , - -- - - - - - - - - - � �, i i i i i 'i- j _. _ _ _ _T _ _ _ _ __ _ _ _ _ __ _ _ _ _ _ _ __ _ ___ _ _ ___ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ ___ _ _ _ _ � , � � � � � , -- --- ---- -- ------- --; V l L V l = l . �' 164 = -_ - _ _ _ _ _ - _ - _ _- - - ! 164 cn I _ �-, � � - FT ; �� �� � � � � � � - - � - + - -- - - - - - - - - - - - - - � �,� i ' -i i_ i i i i i i i _ _ _ _ _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ -- - _ _ _ _ _ __ - _ - - - - - i EY - 2/2//l7 3 � � � , � � � � ___ __________ _________ __________ ________ _,_ DATE OF SURV � i � i i i i i ; , c �, , _ , _ _ __ _ _ _ _ _ _ _ _ _ _ i r � ; 1-' - - - - - � L � ��,J . i _I I I I I I I I _ _ __ _ -- _. _ __ _ _ _ _ _ __ _ _ _ _ _ __ _ _ _ _ __ _ _ _ _ _ --- - - - - - --- - - - - -- - --- - �� . . L V l /g/.4 FT 15 $ '� `-, 1 I � ; ' ' ' ' ' ' ' ' AT DAT E OF SURV EY - � �,� � ���� ���� ���� ���� ���� ���� ���� ��� , � � � � � , � � - � , - - - - - - - - - - - -- - - - - -- - --- - -- -- - - -- -- - - - � �`�T , , , , „ „ , „ , , „ „ , , , „ „ , , , „ !i ! „ ! I c� � L i i i i i i r,_� �1i �N O ��`����� ' 10 11 12 13 14 15 16 17 18 _��� rl, i�, - `_�� �n S ITE 2 S ITE 1 F F DENOTES TEMPORARY IMPACTS IN SURFACE WATE R DENOTES FILL IN WETLAND %�, � /'Ii /'/�I DENOTES EXCAVATION I N WETLAN D DENOTES HAND C LEARI N G S ITE 3 ..... ..... WETLAND PERMIT IMPACT SUMMARY 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) (tt) (tt) 1 10+97 TO 12+41 66" x 51" ALUM PIPE ARCH < 0.01 0.01 2 12+74 TO 14+94 @35', 1@45' 21" CORED SLA < 0.01 < 0.01 0.04 < 0.01 52 3 15+80 TO 16+85 66" x 51" ALUM PIPE ARCH < 0.01 < 0.01 TOTALS": 0.02 < 0.01 0.06 < 0.01 0 52 0 'Rounded totals are sum of actual impacts NOTES: 8 Piles (HP 14x73) = 1 SF per pile X 8= 8 SF Excavation in Wetland Impact Areas = 248 SF �