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Home My WebLink About20170753 Ver 1_Email_20170125Carpenter,Kristi From: Steenhuis, Joanne Sent: Tuesday, June 20, 2017 1:20 PM To: Carpenter,Kristi Subject: Attachments: From: Rerko, James J FW: W-5601AT Bridge 230060 / Columbus County / US 701/ NWP# 3 Notification W-6501ATNWP3.pdf; W-5601AT_15006.1024015_230060 _Hyd_Permit_Drawings.pdf Sent: Wednesday, January 25, 2017 9:30 AM To: Hair, Sarah E SAW (Sarah.E.Hair@usace.army.mil) <Sarah.E.Hair@usace.army.mil>; Steenhuis, Joanne <joanne.steenhuis@ncdenr.gov> Subject: W-5601AT Bridge 230060 / Columbus County / US 701/ NWP#3 Notification Liz / Joanne Attached is the Project Description and Permit Drawings for the Emergency Culvert Replacement Bridge 60 over Western Prong along US 701 in Columbus County. As per our discussions on this project, the project description and permit drawings are sufficient for your review and concurrence. All work will be conducted in accordance with the Terms and Conditions of Nationwide Permit #3 and NCDEQ Water Quality Certification 3883. The Gas Line has been relocated and the contractor ES Wagner will be mobilizing shortly to commence construction activities. James J. Rerko, PWS Division 6 Environmental Officer North Carolina Department of Transportation 910 437 0207 office 910 486 1959 fax jjrerko@ncdot.c�ov Email 1000 Transportation Drive Fayetteville, NC 28302 �ir�'� L M . � � � . �- �r. �� ; � " '��: �: �$u� a u Email correspondence to and from this address is subject to the North Carolina Public Recards Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. STATE OF NORTH CAROLINA DEPAR'TMENT OF TRANSPORTATION ROY COOPER GOVERNOR .1311U3['j� 2$� 2� 1 % U.S. Army Corps of Engineers Wilmington Regulatory Field Office 69 Darlington Avenue Wilmington, NC 28402-1890 ATTN: Ms. Liz Hair NCDOT Coordinator Dear Madam: Subject: Notification for Nationwide Permit #3 (Maintenance) NCDEQ 401 WQC 3883 Culveit Replacement 230060 US 701 Columbus County Emergency Repair: TIP W-5601AT WBS 15006.1024015 JAMES H. TROGDON, III SECRETARY The North Catolina Deparhnent of Transportation (NCDOT) proposes to replace the 37LF Double — 3@ 8' x 8' Concrete Box Culvert along US 701 over the Western Prong that wa's severely damaged as the result of Hurricane Matthew on October 8, 2016. The emergency repair will consist of removing the RCBC under dewatered condition and replacing with a three span 1501inear foot cored slab bridge (3 @ 50'). The bridge will be 36 feet wide which is consistent with the existing RCBC. Sheet Piling will be driven up and downstreaxn of the RCBC and the entire azea dewatered. Then the contractor, ES Wagner will break the RCBC into manageable pieces to remove. Upon removal the floodplain bench will be excavated to elevation 64.0. While the area is dewatered, hydrology will naturally flow to the existing RCBC just north of Bridge 60 which will serve as the bypass. US 701 has been closed to traffic since the storm event and the existing off-site detour will be maintained throughout the construction period. The target date for completion and re-opening of US 701 is Memorial Day. Additionally, the Piedmont Natural Gas Line that was under the upstream headwall of the RCBC has been relocated outside of the NCDOT Right-of-Way. Impacts as the result of this project are minimal. There will be approximately 0.02 acre of Permanent Fill in Wetlands, 0.04 acre Permanent Excavation and 0.03 acre oFTemponry Fill in Wetlands (erosion control measures) proposed. The Permanent Excavation is necessary to provide the conveyance of the 100 Yeaz Storm Event. SurFace Water Impacts consist of 80 lineaz feet ! 0.10 acre of temporary stream impact wluch is the area inside the dewatered channel. �Nothing Compares� StaM ofNonh Camlina � Depemnen[ ofT(ansportetion � Division 6 556 Gilleapie St. Fayetteville, NC 28302 910-437-0207 T Please respond if there are any issues or concerns with tlus emergency project and to confirm that the project is consistent with the Terms and Conditions of Nationwide Permit #3. incerely, %r,y, � �G�/ S James . Rerko, PWS Division 6 Environmental OfFicer Cc: Joanne Steenhuis 1 li�;tl�v 3�' North Carolina Department of Transportation � 6tUt111bviltel" Highway Stormwater Program '�. I STORMWATER MANAGEMENT PLAN -- (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: W-5601AT TIP No.: 15006.1024015 County(ies): Columbus Page 1 of 1 Generel Project Information WBS Element: W-5601AT TIP Number: 15006.1024015 Pro'ect T e: Brid e Re lacement Date: 1/20/2017 NCDOT Contact: Jonathan Moore, PE Contractor I Designer: James Crouse, PE - Summit Design & Engineering Services Address: 1100 Birch Ridge Drive Address: 504 Meadowland Dr. Raleigh, NC 27610 Hillsborough, NC 27278 Phone: 919-707-6738 Phone: 919-732-3883 Email: 'Imoore6 ncdot. ov Email: 'ames.crouse summitde.net Cit /Town: Whiteville Count ies : Columbus River Basin s: Lumber CAMA County? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro�ect Length lin. miles or feet : 112 Miles Surroundin Land Use: Primarily Rural - farmland, forested, wetland Pro osed Pro'ect Existin Site Project Built-Upon Area ac. 1.5 ac. 1.5 ac. Typical Cross Section Description: 2@ 12.0 ft lane with 2 ft shoulder and 1.1 ft guardrail with total bridge width of 36.0 ft and 2@ 12.0 ft lanes with 2 ft shoulder. a total bridge length of 152 ft. Annual Avg Daily Traffic (veh/hrlday): Desi n/Future: Year: Existin : 6900 Year: 2016 General Project Narrative: State project W-5601AT/15006.1024015 involved the replacement of the existing NCDOT Culvert #230060 on US 701 over Western Prong Creek. Culvert # 230060 consists of 2 (Description of Minimization of Water triple 8x8 RCBC. The proposed bridge at #230060 will be 3@ 50'; 21" Cored Slab Bridge with 2'-6" caps and sloping abutments. The proposed bridge is located on panel 0294 Quality Impacts) for Columbus Country, FIRM Map number 3720028400J and was studied by "Limited Detailed" methods. There is one proposed outfall on the begin bridge side and one proposed outfall on the end birdge side to allow the bridge to drain properly. Rip Rap outlet pads will be utilized to dissipate flow and minimize erosion. Waterbod Information Surface Water Body (1): Western Prong Creek NCDWR Stream Index No.: 15-4-2 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Su lemental Classification: Swam Waters Sw Other Stream Classification: None Im airments: None Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? N/A 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) = � � � � �_ �, �. —a �� G�N zo a� �o �o o r� c� N See Sheet 1A For Index of Sheets See Sheet iB For Conventional Symbols See Sheet iC- 9 For Survey Control Sheet � � �`v_, v O� 0 V �� iJll' ��' �\/dJ��l� V��'� � �� Y �� ll' 1LJll ��17T� V'V' � Jl � COL UMB t1S CO U1�lTY TA'IS BTAT6 PR018C1' R8P6R8NCE N0. ��NO. ��< W-5601AT/15006.1024015 � 61'ATB PROI.NQ P.A.PRQI.NQ DPBlWIP1'ION 38.3.47(W-5601AT HSIP-070131 P.E. 38.3.47(W-5601AT HSIP-070131 ROW 38.3.47(W-SbOIAT HSIP-070131 CONSTR 75006.7024015 NA P.E. 75006.1024015 NA ROW LOCATI011L• CULVERT NO. 230060 ON .US 701 OVER Prepared�in f`he VOLKERT s°°�e�`eN'e`°° vess"`e3°5 �ffice o{: Raleigh, NC 2]606 Te1.919-854-0344 Fax.919$540355 WESTER11i PR01VG CREEK A1VD SAFETY IMPROVEMEIVTS SUBMITTAL 060-5001 25�ro PLANS �2��6 TYPE OF WORK GRADING, DRAINAGE, PAVI11lG, A111D STRUCTURE RESPONSE 060-5001 25�ra PLANS 12/19/16 SUBMITTAL 060-5004 FINAL PLANS V2M7 RESPONSE O60—S004 FINAL PLANS WETLAND AND SURFACE WATER IMPACTS PERMIT VICI11lITY MAP END STATE PROJECT W-5601AT BEGIN STATE PROJECT 15006.1024015 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. —L— STA 25+11.00 • DETOUR ROUTE (ALREADY IN PLACE) 4 BEGIN STATE PROJECT W-5601AT —L— STA 13 + 50.00 T� w�LLE �! CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. J� l �s� 9� \�°� L� s END CONSTRUCTION —Yl— STA 12+25.00 Y � U � � SITE 4 a � � NAD 83✓ NA 2011 PERMIT DRAWING SHEET 1 OF 7 END STATE PROJECT 15006.1024015 —L— STA 32 + 50.00 � ' 90 SITE 1 w �, N v — � � 3 ,� '" � _ — � — � _- — . US 701 _---- _- -'� - -- � �1� �_ -- -- - -��3 -�- - -' - — _ / O � � a w > SITE 2 SITE 3 � � N W BEGIN BRIDGE 3 � —L— STA 28+83.74 END BRIDGE —L— STA 30+36.26 END CONSTRUCTION —L— STA 36 + 52.89 TO CLARKTON � DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED PROJECT LENGTH Prepo�ed in tne Offlce of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA ��I� 504 Meadowland Drive LENGTH ROADWAY PROJECT W-5601AT = 0.220 MILES H�nsba�o�sn,Ncvva-ass, Voice: (919) 732-3883 Fex:(919)732-677fi 50 25 0 50 loo ADT 2016 = 6900 TOTAL LENGTH PROJECT W-5601AT = 0.220 MILES DESIGNANDENGINEERINGSERVIGES wwws�mm��de�e� �F ��r� LENGTH ROADWAY PROJECT 15006.1024015 = 0.111 MILES zorz sraxnann srEcrFrcazioxs e,�� o� PLANS V= 55 MPH LENGTH STRUCTURES PROJECT 15006.1024015 = 0.029 MILES �.E. "� 8 � � 50 25 0 50 loo * TTST =4% DUAL 4% TOTAL LENGTH PROJECT 15006.1024015 = 0.140 MILES RIGHT OF WAY DATE: TRACY N. PARROTT, PE s.cNazua�: � $ TOTAL LENGTH PROJECT W-5601AT/15006.1024015 = 0.360 MILES NOVEMBER 22,2016 PRo�Ecz ExcrNEER ROADWAY DESIGN � PROFILE (HORIZONTAL) ENGINEER �� ,�< l0 5 0 l0 2p FUNC CLASS = LETTING DATE: BRANDON W. JOHNSON, PE �� p�A�� MINOR ARTERIAL NCDOT CONTACT.• VIRGINIA MABRY MANAGER,PRIORITY PROJECTS UN7T NOVEMBER 22�ZO�6 PROJECT DES[GN ENGINEER PROFILE (VERTICAL) P� S7GNATURE: � z 0 -Y/- Pl Sto 12+6953 p = /9' 43' 50l fRTI D = 9' 52' 42.9' L = 199J3' T = 100,86' R = 580A0' SE = EX RO = EX TERMPORARY FILL IN WETLAND N ., �� /� .� � �� `� �'� BEGIN CONSTRUCTION ��;. �� '�. -Y/- A/0+ `� � �� i BE6/N BRIOGE � �, :, x��S� -L- A. + . 4 � �� ' t' T�;o , ��-� BEGIN APP. SLAB � � 0� �;, - -L- 5 A2 + � �� PT / i' �' ^� "�i '' PNILLIP OB �9 PGL55E CREECH � � w ,,:� o �� I'�„� PERMANENT FILL + � �\ o ti�:,,� T� � �� __ IN WETLAND— -- - - \ � 4 - N� 0' 38' 3/.9' W o�,,,� �_ - M �_ � 25•5� ~ ` R-20� s � \ / l � � � � __ - - - � ---- ��. �� _ � R-�o �. � � _ __ � y - + N G� _ - U 350 TL 3 _- �.r ___ "i_ __- - _ -_ _ _` ' �ii � - � � 1 . - __ __ , - -__ rrP �� -- � � F �l =-i .: _- ____- ____-_- _�. . �/� W f �: _ — V � __ E —_� � _ .— _ � -- — N - � -- � -- — � � I 2 --- --- --- ---- - oaoi 4 .,__ - �� o i -" �� _ � . � � __ �.'_� GBp.�350 L-3� .: _ . 0 I o o _ _ � c%i : - ---- ---- _ J � � — �' ____ __ _� F � .�_ - - �ik�- �- � - ��-�.. � / � I ��_�- / -k� � ro GCS 5 W N _ _' } o \ -- ` � -- y - - - - _ ,; - _ _ - j aov�^� � :. W _� 5.S , " (e� T-�''� BEN 1 PCE720 � z � --- - DB 65 < 2 J o,v PERMANENT FILL 4� � � rrP - IN WETLAND �� + � / V ' -Yl- POT $t0.10+00.00 r F ~ END STATE PROJECT W-560/AT -L- POC 510.26+8882 ' � + � - TERMPORARY FILL � BE61N STATE PROJECT 15006J0240/5 IN WETLANDz -L- STA 25+1/.00 ,' y ,, " O � � �DENOTES TEMPORARY \ / SITE Z FILL IN WETLAND \�' PERMANENT FILL IN WETLAND F F DENOTES FILL IN �� WETLAND \ � DENOTES EXCAVATION � IN WETLAND � �DENOTES TEMPORARY � IMPACTS IN SURFACE WATER ��I -L - Pi S�o 28+2pA5 p= 7' 33' 02A' fRT1 D = I' 59' S95' L = 377.56' T = 189A5' R = 2.865.00' SE = 04 Ro = �or DS = 55AIPH SITE 1 ;�� M FRONr, V V � PROJECT REFERENCE NO. SHEEi NO. W -560/AT /15006J0240/ 5 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER -� —.y '� PERMIT DRAWING SH E ET 2 O F / UNLE55 ALL SIGNATUR S COMPLETED Prepare n ,he SUMMIT oR��e of' 1P _ ��,o�,� ,;FF,F �F�x,a EXCAVATION � IN WETLAND 5O� O� IOO� � � SHEET PILING � GRAPHIC SCALE ,.:' TEMPORARY IMPACTS i.� IN SURFACE WATER END BRIOGE POT Sta 36+75.00 -L- 5 A 0+ 626 END APP. SLAB -L- + � END STATE PROJfCT 15006J0240/5 BETTY ANN B PAGE -L- � + � � PB 3�PG 099 _ l- _ �� _ , . . �. � — -- -- -- -- -- - , � � — , -.F - ti� .. � -, r.: -i:. .�., . -�,-r _; r- _-.. J// _,./.. Nt I 1' � \ F ` - - �� /�, � � � � , r-.:1,� _- -: - . -:.. � � �� F ---�_ ..-vrr,; 'I� F� - - _ -� F - �-,� - -_ - - - - - - _- - -- - - _ a __ �-� .�y„� _�i _ _ � � 6RAkY 3'R'R � �-... F � - 0 0 � . � � _ -, — ��_ — - = -_ ;, 7 s,. . _ PE-I - - _ - - . _ -_- -.. __ _-_ � �_ � �- Um 40 � � � „ F ,,r�q�F /,_inT� � ftLA7-.359'�+ c_F _ -- - � - - T I - - � 3 ao 4 _ — — � — _ — — — — _ ,, -�-, � .� . .. ,�n-,� - - _ -' ` l TN L RIPRA �� ' ..- :-,-' ' �.'- , �-.� - ., � iSYSz TEXTILE ; � ��`u"t�' `�-�'"v��r�-,s'� rr,. ..;-,- I Y 1JD5 0 2 • � 0 25.5' — � � � — � �,. � -- -- — — — — — `� �N cy /N � , � TYP o TYP I ROBERT GU END CONSTRUCTION & KENNETH wH� TERMPORARY FILL -G- STA36+5288 oe �ao rc e�9 IN WETLAND .� PB 25 PG 97 q � � qp�i� �REECN � �� PG 5 � ,J, � �� \ �. �� TERMPORARY FIL� IN WETLAND � / , � % /, � ,�-: � - � SITE 3 EXCAVATION IN WETLAND SHEET PILING SITE 4 ►��i�i`i` pppp� ►!�!��s!i! � 0 PROJECT REFERENCE NO. SHEEi NO. 60/AT /15006J0240/ 5 -r� -L ILW SHEET NO. � Ij 1 �� 1 � ROADWAY DESIGN HYDRAULICS �V �1 I l� � s�y, � i Pl Sto 12+6953 Pi S�o 28+20A5 \l `\ I } � � �t\ ��/ 1 `� : ENGINEER ENGINEER `� p=/5 43' 50l fRT 1 p= T 33' 02A' fRT1 � � �� 5 � D = 5 52' 42.9' D = I' 59' S95. � �� e9 �^ �� I � �1]�� ) n �� m=� L = 199J3' L = 37756' � -� ;\� S l�r;l � \�; � r ��%r`c�l 6� '�- �/ / � ` T = /00y86' T = 189A5' — � o � \ .' � � R - 580A0' R - 2.865.00' N f ��A I� y� 1 l« �� s"�� SE = EX SE = 04 � � � � �� -��r�� -� � � � � = EX � RO = l02' � a � � � � � � / ` � � DS = 55AIPH � � � �� - A� �-�;�, Il�lj;�% ��r �,� ,� ��, � �� PERMIT DRAWING �� o �,� �� "�� /� � SHEET � OF � DOWMENTNOTCONSIDEREDFINAL �m� � -Yl� P T % l�if % r � � _ UNLE55 ALL SIGNATURES COMPLETED END CONSTRUCTION r °"Pe °''�'Fe �r SUt�IIT a -ri- ai + ❑�_..._.� -r,- PT S,o.,3��.4o S ITE 1 � �, �6,� , �. m Y. TERMPORARY FILL o ; P �i - IN WETLAND �' �� EXCAVATI O N �+ IN WETLAND ��' SO� O� IOO� � � N - ;a �<a� ,�� , � -� ;;�, -r�- PC 5/0.l1+5g,57 �Q SHEET PILING � � � � `' GRAPHIC SCALE `� �� ' TEMPORARY IMPACTS �� BEGIN CONSTRUCTION PT Sia.30+0855 ��-1 �� ' -ri- ,4io+ i' IN SURFACE WATER � '� � �� END BRIDGE POT Sto.36+75A0 BE6/N BRIOGE -L- 5 A 0+ 26 � ;�� :.� X��S -L- A28+ 4 O � � '`v� � � _ �!ti'�" ,� END APP. SLAB � �� p�, �',o ,�z BEriIN APP.SLAB k� -L- +� END STATE PROJECT 150p6J0240/5 � � : �� -L- 5 A2 +6 .8 O , �� a . - - _ BETiY ANN B PAGE -L- � +� I- `e PH��p E a CAROLINE CREECH NEs tFN �i'� DB 352 PG 599 - � � \ o�� tiV ' � � ��_�� _ IN WETLAN�D ---- --- � t� ve 3�Pc,o � � � O � �: �� o PERMANENT FILL �. � + _� � I � we>ream e�q N � � reeex ---- -- -- --- � _ _ � \ o . , �_ � � _ _ ar� m (Yi � ,: \ � e\;T _ , _ � _F_ �; J , � � � - F - .;- , �- - - _ _ _ ; � j -- - — N 0' 38' 3G9' W ' �� - T o _ NY I ___ ____ ______ __ __ __O _��_y o u � ._, .. � i �.� __ �� F' -- . n,� Fr � � �. _ - �` - .— —"_ _... ' ,'- \ � R-ioo� , „A � `_ _ .� ,� �. i I . _-. � 5.'rj '�..., - i ��. ' �.-..'_ ___' . / GRAU 350 TL 3 . � ._ , � F 2 R-20 , _-_ - - _� - � _ _ - - - - - - - ti< ,� -_ � -� � _ - F — T v ,. , �� -- • � - - � _- - . - - - - - - - - _ = - - _-_ - - - � �fic s-i F Q + N - ` - -- __ _ -_-_ _ _- - - - =-- _-__ - - — _ _ — � � - - _ _ � o o � � : � _ � TYP � s � �1 � _�� i I � _ _ - - - - - - - - F -. -- -__ ... - . -..__ _ ____ -_ . _ �, _ o 0 . _ --�- _- � -__. .- � _ _ _ - - _ H 0 mo _ N 0 0 __� _ __-_ -� _____ _ o 0 2:., __-.___. ._. _ _ __— __ ___ _ _ �. ,. ..�.. W � ___ . ..�.- � a YPE-I �..,r� � PE-I . _ _ - ' ^ �3 N �- - � o - -- ---- -- --- r o ----- oaot �3 . , -- --- . �- _ i i � . __ o li - U p � E . V O 40 _ �1 F , : IRETAIN '.. � -�1'� GRS:lL356� � '- � � . _ -..-- ___ N � _-.'_ _ _ m � �' � m � �.I , ��. ✓�: \�_� F —.. � � o _____ __ _ 0 0 . _____ _ _ : GB,�350 L-3� � _ ' - - ' :�.. _- -- _- -. — _ __ — � ' � F _. . , . ' �-�EH Lb`ESf 1 � I = . o o � � F---- - - -- _ -- - ----__= —_--_ _ N - - F - - �,, J _ _ _ _ ,� - - - �_ _� F �' - � - ' �._ . -____ / � _________ . � T ! , 15 . —I GE EXTIL , � I . .^� 40� i W --_ n L - /� ;� ��.. � T Cl RIP � � „ I � � N � 0 - - � -- - � - _ ^,� -_ I ___ � `� lri5 Sz 7EXIILE • — - W r � [,rv — ��e�. --� _—_ — — — � �l ,, � _ _ __ � � �� - � --- ` ; 2 5. , 2 5' ,v � W - w� � - � - �- - / P��,� " _ r - � � � � lN N lN `' "` ��s u us � � • W `' � TYP � � . �, N - -'� �— i � `; YP � ' o T Z �� "' � BEN RE�� '` / � c I - �' DB 65� PG 20 , - 25,5' ; � ROBERT GU END CONSTRUCTION J �p � & KENNETti WNi o N PERMANENT FILL 7 I oe,ao rc e� TERMPORARY FILL -G- STA36+5288 T � rrP IN WETLAND �' ,� !� �8 z5 P� 9T IN WETLAND ' J� + �� /' �� r � � � , V � < �y -Yi POT Sto. i0+00.00 � nep� r� cReec� ��, f`�--� �� ,.: - i PH LIP � �g PG 5 ! N, /` �;�� o� �'� � � -L- POC Sto.26+8882 �� - � END STATE PROJECT W-560/AT � ��'� S I T E � � � � � � �� ) � - BEGIN STATE PROJECT 15006Jo24o15 � + � `� T E RM P O RARY F I L L �� ; � �� `s � �) � � �� IN WETLAND � � -L STA 25+1/.00 �i \ � � �-� � �� EXCAVATION � � 6^� � � u� � �--��' a .1 5,�� \ IN WETLAND ��-�V��r�� m p � � TERMPORARY FILL � - � � V � �� DENOTES TEMPORARY /! � SITE 2 IN WETLAND �" SHEET PILING ��1 C=�,� �� m' ��,�� . FILL IN WETLAND PERMANENT FILL � '� `""��s_�� m� ��s.,_ IN WETLAND SITE 4 �-� �� , � s�s � �� m ��J N �� , � o ; � ��s � s / � �� r � DENOTES FILL IN - P ° ' � s� � WETLAND � � � A a��U,a,� _ ,. �,-� � �.i � � � i � �� i -� d � ` s � � � -_ < � � � �� r a E9 ^ � ) . , � j „, � �� '� ' �� J� �� -��-� � ��e� .� `m�� — �. s. � ' � % DENOTES EXCAVATION � � �� E � � � IN WETLAND ,�¢ � � ��''� m� � , /; `" z ( o � � \� � � � `" � � J ` �'' \ J e �� E HYDRAULIC EXCAVATION � DENOTES TEMPORARY � � z�, � � IMPACTS IN SURFACE WATER , Z 0 > TEMPORARY F IN WETLAND PERMANENT FILL IN WETLAND TEMPORARY FILL IN WETLAND TEMPORARY IMPACTS IN SURFACE WATER DENOTES TEMPORARY FILL IN WETLAND F F DENOTES FILL IN WETLAND � DENOTES EXCAVATION IN WETLAND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER JI 1 L 1 SITE 2 EXCAVATION IN WETLAND TEMPORARY IMPACTS IN SURFACE WATER TEMPORARY IMPACTS IN SURFACE WATER EXCAVATI ON IN WETLAND TEMPORARY FILL IN WETLAND SITE 3 EXCAVATION IN WETLAND TEMPORARY FILL IN WETLAND SITE 4 SHEET PILING TEMPORARY IMPACTS IN SURFACE WATER SHEET PILING PROJECT REFERENCE NO. SHEEi NO. W -560/AT /15006J0240/ 5 -A ILW SHEET NO. Z ROADWAY DESIGN HYDRAULICS D ENGINEER ENGINEER O Z mn w -z� np N O PERMIT DRAWING SH E ET 4 O F 7 UNLE55 ALL SIGNATUR S COMPLETED Prepare n ,he SUMMIT oR��e of' 1P _ ��,o�,� ,;FF,F �F�x,a 25' 0' 50 INSET GRAPHIC SCA�E ►.-.-.-.� QQQQ� ►!�!��s!i! Z 0 > TEMPORARY F IN WETLAND PERMANENT FILL IN WETLAND TEMPORARY FILL IN WETLAND TEMPORARY IMPACTS IN SURFACE WATER DENOTES TEMPORARY FILL IN WETLAND F F DENOTES FILL IN WETLAND � DENOTES EXCAVATION IN WETLAND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER JI 1 L 1 SITE 2 EXCAVATION IN WETLAND TEMPORARY IMPACTS IN SURFACE WATER TEMPORARY IMPACTS IN SURFACE WATER EXCAVATI ON IN WETLAND TEMPORARY FILL IN WETLAND SITE 3 EXCAVATION IN WETLAND TEMPORARY FILL IN WETLAND SITE 4 SHEET PILING TEMPORARY IMPACTS IN SURFACE WATER SHEET PILING PROJECT REFERENCE NO. SHEEi NO. W -560/AT /15006J0240/ 5 -A ILW SHEET NO. Z ROADWAY DESIGN HYDRAULICS D ENGINEER ENGINEER O Z mn w -z� np N O PERMIT DRAWING SH E ET 5 O F / UNLE55 ALL SIGNATUR S COMPLETED Prepare n ,he SUMMIT oR��e of' 1P _ ��,o�,� ,;FF,F �F�x,a 25' 0' 50 INSET GRAPHIC SCA�E ►.-.-.-.� QQQQ� ►!�!��s!i! 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) (ft) 1 28+38 TO 29+19 -L- LT 3@50' 21" CORED SLAB < 0.01 0.01 < 0.01 2 28+04 TO 29+17 -L- RT 3@50' 21" CORED SLAB < 0.01 0.01 0.03 3 30+08 TO 30+43 -L- RT 3@50' 21" CORED SLAB < 0.01 < 0.01 4 29+26 TO 30+01 -L- REMOVAL OF EXIST. RCBC 0.10 80 TOTALS*: 0.02 0.03 0.04 0.10 0 80 0 *Rounded totals are sum of actual impacts NOTES: PILE IMPACTS IN SURFACE WATER -11 SF �