Loading...
HomeMy WebLinkAbout20120935 Ver 3_Application_20151001�w+STAt{q,' � �V �=�`�� : � � �_� �� � ��� ������ . :��:;: STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY GOVERNOR October 1, 2015 Wilmington Regulatory Field Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 ATTN: Mr. Brad Shaver N�CDOT Coardinator Dear Sir: NICHOLAS J. TENNYSON SECRETARY Subject: Request for Modification to Individual Section 404 and Section 401 Water Quality Certification for the proposed construction of an extension of SR ll 63 (Old Georgetown Rd) from SR 1184 (Ocean Isle Beach Rd) to NC 179 in Brunswick County, State Project 6.231023, TIP R-3�132. Debit $570.00 from WBS 35501.1.1 References: Section 404 Individual Permit issued February 26, 2013 (SAW-2007-00983) Section 401 Water Quality Certification issued January 4, 2013 (20120935) Section 404 IP Modification issued May 27, 2014 (SAW-2007-00983) Section 401 WQC Modification issued May 30, 2014 (20120935v2) The purpose of this request is to modify the above referenced 404 Permit and 401 Water Quality Certification. Please see enclosed copies of the revised permit drawings and revised NCDMS acceptance letter for the above referenced project. In order to prevent scour and undercutting the following revisions have been made: • Site 1. Additional riprap will be added at the inlet of the 84" CAAP. Surface water impacts will increase by 0.1 acre. • Site 2. Additional riprap will be added at the outlet of the 30" RCP in prior permitted permanent impact areas. Mechanized clearing is increasing by 0.01 acre in prior permitted permanent impact areas. • Site 3. Additional riprap will be added at the inlet of the 72" CAAP in prior permitted permanent impact areas. Mechanized clearing is increasing by 0.02 acre in prior permitted permanent impact areas with a decrease of 0.03 acre of excavation. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS UNIT 1598 MAIL SERVICE CENTER Ra�eiGH NC 27699-1598 Te�EPHONe 919-707-6000 FAX: 919-212-5785 WEBS/TE: NCDOT.GOV LOCATION: CENTURY CENTER, BUILDING B 'IOZO BIRCH RIDGE DRIVE Rn�ei�H NC 27610 • Site 4. Additional riprap will be added at the inlet of the 54" RCP-V in prior permitted permanent impact areas. • Site SA. Additional riprap will be added to the bed and slopes of the relocated channel to stabilize the slopes and prevent undercutting of the log sills resulting in 97 linear ft. of permanent fill. Regulatory Approvals Section 404: We are hereby requesting the modification described above for the USACE Individual 404 Permit signed February 26, 2013 (SAW-2007-00983), for the above- described activities. Section 401: We are hereby requesting a modification to the 401 Water Quality Certification from the NCDWR issued January 4, 2013 (DWQ No. 20120935). In compliance with Section 143-215.3D(e) of the NCAC, we will provide $570.00 to act as payment for processing the Section 401 permit modification. A copy of this modification request and its distribution list will be posted on the NCDOT website at: https://connect.ncdot.gov/resources/Environmental Thank you for your assistance with this project. If you have any questions or need additional information, please contact Tyler Stanton at 919-707-6156 or tstanton@ncdot. gov. Sincerely, O� /�� _ �"--�.� .��- Richard W. Hancock, P.E., Manager Project Development and Environrnental Analysis Unit cc: NCDOT Permit Application Standard Distribution List 2 Pat McCrory Governor North Carolina Department of Environmental Quality Division of Mitigation Services September 29, 2015 Mr. Richard W. Hancock, P.E. Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Carolina 27699-1548 Dear Mr. Hancock: Subj ect: References: Donald R. van der Vaart Secretary Revised Mitigation Acceptance Letter: R-3432, SR 1163 (Georgetown Road Extension) from SR 1184 (Ocean Isle Beach Road) to NC 179, Brunswick County USACE 404 Nationwide Permit Number 14 issued February 21, 2013 (USACE Action ID 2007-00983) NCDWR 401 Water Quality Certification issued January 4, 2013 (NCDWR Project ID 2012-0935) The purpose of this letter is to notify you that the North Carolina Department of Environmental Quality — Division of Mitigation Services (NCDEQ-DMS) will provide the additional stream mitigation for the subject project. Based on the information supplied by you on September 28, 2015, the additional stream impacts are located in CU 03040207 of the Lumber River Basin in the Southern Outer Coastal Plain (SOCP) Eco-Region, and are as follows: Table 1— Additional Lumber 03040207 SOCP Impacts (feebacres) / acres Stream Cold I Cool Wetlands Non- Coastal Warm Riparian �parian Marsh 97.0 *Some of the stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See peimit DMS will provide the amount of mitigation as determined by the regulatory agencies. Buffer (Sq. Ft.) Zone 1 Zone 2 (3:11 (1.5:11 far details. NCDEQ- These impacts and associated mitigation needs were not projected by the NCDOT in the 2015 impact data. NCDEQ-DMS is currently providing stream and riparian wetland mitigation for the impacts associated with this project located in cataloging unit 03040207 of the Lumber River basin as required by the 404 and 401 permits that were issued in 2013, as shown in the below table (in mitigation credits): 1652 Mail Service Center, Raleigh, North Carolina 27699-1652 Phone: 919-707-89761 Internet: www,nceep.net An Equal Opportunity 1 Affirmative Acfion Employer— Made in paR from recycled paper Mr. Hancock TII' R-3432 Additional September 29, 2015 Page Two Table 2— Current Permitted Impacts and Mitigation Requirements (based on 2013 permits) and Revised Anticipated Impacts (based on mitigation reauestl Impact Type Stream Total Permitted Impacts (feet / acre) 239.0 Mitigation Provided by NCDEQ-DMS per Issued Permits 458.50 Additional Impact (for approval) 97.0 Revised Total Impacts* 336.0 ! Riparian Wetland � 0.73 � 1.46 � 0 � 0 73 I *Some of the stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. NCDEQ- DMS will provide the amount of mitigation as determined by the regulatory agencies. NCDEQ-DMS has previously made debits for the stream mitigation requirements to mitigation sites available in the cataloging unit based on the amounts required in the 404 and 401 permits issued in 2013. This mitigation acceptance letter replaces the mitigation acceptance letter that was issued on June 7, 2012. This impact and associated mitigation need were under projected by the NCDOT in the 2015 impact data. NCDEQ-DMS will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as detemuned by the regulatory agencies using the delivery timeline listed in Section F3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from NCDEQ-DMS. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919- 707-8420. Sincerely, James . tanfill Asset Management Supervisor Cc: Mr. Brad Shaver, USACE — Wilmington Regulatory Field Office Ms. Amy Chapman, NC Division of Water Resources Ms. Linda Fitzpatrick, NCDOT — PDEA File: R-3432 Additional � � � � � � � � � � Z �o EfJ HT � �£4� �.�� ��� ��� �� ��a ��z >�� ��� ��� ��� ��� ��� ��� [A fR �f+ N � M � ., � V � O � � � � `^ I �V � 0 V •� � V � � O V See Sheet 9-A For Index of Sheets See Sheet 9-B For Conventlonal symbols TO CALABASH _sR � OLD GEORGE�70WN 1 x � < � �� W..1 �F f V � � ����� �� ����� �������� ���%�5�� � �� �I� ���������YS BR U1�SWICI� COUI�TY ..i�� LOCATION: SR 1163 (OLD GEORGETOWN ROAD EXTENSI011t) FROM (OCEA11l ISLE BEACH ROAD) TO 11tC l79 TYPE OF WORK GRADING, DRAINAGE, PAVI11tG, A111D WIDENING STA.164 + 00.00 -L- END TIP WETLAND & SURFACE WATER PERMIT DRAWING REVISED 09/�9�Z015 THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. GRAPHIC SCALES I DESIGN DATA 50 25 0 50 l00 ADT 2013 = 7,312 `It1T— ° ADT 2033 = 12,592 PLANS DHV = 55 % 50 25 0 50 100 D= 13 % T = 3 % * PROFILE (HORIZONTAL) V = 60 MPH 10 5 0 10 20 *(TTST 1% + DUAL 2%) FUNC. CLASS. = COLLECTOR PROFILE (VERTICAL) SUB-REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT R-3432 TOTAL LENGTH TIP PROJECT R-3432 Y9- HALE SWAMP ROAD `- SITE 3 SITE 2 Prepared in /he Office of: DIVISION OF HIGHWAYS /000 Birch Ridge Dr., Raleigh NC, 27610 = 2.859 MILES 20/2 STANDARD SPECIFICAT70NS = 2.859 MILES RIGHT OF WAY DATE: G. _E. BREW, PE NOVEMBER 29, 2011 rrso�ECr ENCiNeEa LETTING DATE: THAD F. DUNCAN, PE DECEMBER 17. 2013 PROJECT DESIGN ENGlNEER T2 E PROIECT REFERENCE NO. �� R-3432 PROI. NO. . w. PROI. NO. 35501.1.1 35501.2.1 35501.3.D1 HYDRAULICS ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGINEER P.E. �� P.E. fLW,UTL. CONST. ��w ,y0 y 5� O ,�� � N � Z � � a zQ DIVISION OF HIGHWAYS STATE OF 1VORTH CAROLINA �� c��ta�\ ���' Q��� 0 � � � � �A m ��,�� ���� �� 46�P��� STATE HlGHWAY DESIGN ENGINEER / / � i E �� � � 3g w e„ 6�a�63, � � Y I //� ` �_/ /N \�0�' / / / ` — � � % \ _ — i / � _ � � � c � �i `�i � � � � � a'„� � � � �, � � � � � , —'�a� � � � � � , , � i i ` � � � i / e"'� � � / � `�i `�``a DETAIL L � / `� � � � � \ \�e�M, � � � � � � �i _ _ � SPECIAL LATERAL 'V' DITCH \ � — � — � � _ / IN���o scoiel � I � � � � � � /I / � � / / � NoN � A'� Fill� W��/ / �/ � / � Grwnd 3�� p SIoDe 1 / �—ryLe� � J �Y � � � DETAIL K � � / SPECIAL LATERAL 'V' DITCH Min. D= 1.0 FI. \ � � `� / � / � � IHono 5<ai.l � � � I � � i/ —L— STA.41+50 TO STA. 45+00 (RT) / r\ \ � / I �. � NaNpi � ,°`, r�n DETAIL M �M I e`"� �.i� —�j -- �Y � '� oo�d 3.� p '��eN° s��n= SPECIAL LATERAL 'V' DITCH a `� � y O ��wa�� � � Ho„o sroia� 5 . J ,� � , i Min. D= Var. I � ANDREYI BOLMCK, TRUSiEE Z � � � � � � � � � � z �� � �� �� �,� GRAP—Ili' �i�=,LE \��\ \ � \ � \ � � \\ \, �DENOTES IMPALTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER ��� �� �`"'� \�\\\\ \\ n O O N �N c% w Q Z RNJ SHEET NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER PERMIT DRAWING SHEET 3 OF 29 I1, � � � �eiM� � \ \ \ \ \ � � \�`"'�,l^-' ��r \\\\\ \\ \ \ FOR -L- PROFILE SEE SHEET l7 � ,� � � � � � � � � � z �� � �� �� �,� � � l , - !/ l . PROJECT REFERENCE NO. SHEET NO. x �� � i � A � � � 1 � � L���� -h� � � �� � � [ \ � '�� % ��l J� /� � — � / p � / � ( n � �' � � '� � � — � /i ' � L5'b9 � � �� S i . �� . � � _ � p � � � - , / � � � 'i � � � � 6� 63, � �w` � i �i �� i A � �s / /_ � / � � -. � � � �� °�� , � � � � / �� A �53.5� � i �. � � � � � � � - , ��, f s - _� - � _�� � � ` - � � , � � � �53.a �� .. � � � � ) �Y� � � �. f ' � � � B_3432___ 6 RNJ SHEET NO. n ROADWAY DESIGN HYDRAULICS � ENGINEER ENGINEER O N 1- � � - � i \d � . - � i I�j � � _ � `�, -- � � ,� \ � � b ;�,,e �`� ly / �. / � �-' � � =� A . �,�� i I , � V � I tf ?, � � Q � �� i� �� i �� �c / / � � � l % � I L '� N' Z �' t � �a � � � � , , � � � � , � � � > � i ,t/ � 6 � I � ,. � i � F,� � � i � � AIL L � ,� .a� � °° � � � � �a � � � � i S�, � � � � ^ \ > { � � � ,A � � � �V , � � .. � j SPECIA �L�pTERAL 'V�DITCH � � _54� � - �� �� F - � � � :� , _---�,-- � e�os�o��/ � , � , � '', � D N ,�, � � � � � � ,� � - � ��4�� � � � ,� �.P ` � w�e- � � -� � � _ �5�� SHEET 4 OFI 29 � / � �r ( � �4� 3.5 � �. �� i � Hem a�` � v�n� �. / _ �Y ' � / -� �/ . � � � — — '�i � . ^� / � v `/�, / ��Iy�— � � � �I� ` Gro�nd 3.� � SIoDe 1 . , . . J� � � \ � l `�`�'W�B / Jl � 1 I — \ �.� � � _. . / D ( � ._'. \ C \ U� \ Y'�` � \ \ \ I � � � <� � Hono s<ai. � � - � � � � � � � _ � � � 2.g � ' . � � �I, � � .S � �� i � ' � I � I � �n � � � � / � '� DETAIL K - - / 1 ��� � �" SPE AL LATERAL 'V' DITCH Mi D- 1.o Ft � � , � � � � � � I 1 � \ / / � � � � / / � � � i/ � L-STA.41+50T0 STA. 5+00 (RT) ��� �� � ��`� � � �� � _ � �s�M, - - � � � S' � � � \ �, � '� � I ��b i �Y/ � � � ,� � � � ��- % HaNroi � � p.� ` r�n � DETAIL M `-0S � aiM� � ye�" �,ii �_ S � � — tS � �� � -95S-r � � �i� J�- l I . , � //— _ � � o��d 3.� S`� s��n� SPECIALL4TERAL'V'DtTCu'\ �� -- , ��--- `"S �\ � � � � � �B•SS_ � I � ^ -9SJ` �V AI / � � �' � / I —1 D INOt10 5m1e1 c \ O \ / � / / � \ I \ \ � // ` I � � / / / / / / ' W�0 � / � � . � dy / \ I I \ \ ' � � //j � L� / Min. D= Var. — �S . � � � � � \ I ' r � � �/ � � � � �� i � � �� � � / I � N � i � n� rai #MDREir BOLMCK. TRUSTEE�I / / / / � / � S' � I � I �,� A �_� T � _ S, � I I� � ��I_ 5 � 1 ', � -STA.40+82 TO STA.41+47 (LTJ � ��� 3.� siep. / � S � 5' /� � � � _ ,1,, _ � � �.- � � z4; c' �u � � � - - � � � � � 9oi� � � � � � � i �� y � �p � � \ \ � \ � � � � �, � _ � � � ��U' z 5 � _ � — �� � � � � � � ys � � % 4 - �� \\�c,�� s � � �' ���t � - � i _ �i � - � �_ _ �sa_ � � _ �- /� - - � < �� / � i �i A\\5s -- � � - A ° � I �_ � I-- --5z _ / / / /-Sa � / / � � �/ \ =�5 5 2 _ Min. D 1 5 k. �, — _ � _ -iT / � / � 9 \ \ I / } . J / _ .-� - `_ /` \� .r,-- \ \ / � i 5' - +�\ � Il �i = � F g ��� r � 5i.� - -�g�s . a9+sc go=, s�+ ` / - - /Z � - ��� �l 's . _� Q F- i �� ii52_ \�` SLS- � ��� J I � � _ . ��� ���� � 1� �S' �T�`' I�h : -� � � ' � �� '� -5��, - � - 5�.v�- � - - - � = - �_ �����-55�� _ �=�-��• _�= _�� = =�. - � � I i - � � _ � /5� � _ _ _ _ �� m - - �- - 1�� 1� ' Z - � _ � - SITE 1,,. ����` _�-_ _==��`.� � � � \ ;�, SPECIALIATERALV DITCH — ��FILL IN S�Jit�ACE WATERS � SEE DETAIL K �.... � \�'F'—� — S / j // � / � \ lTl� � / � .. �i�� j �S� ��c�/ � / \ ... r 1 . ,., '� '�'/ .. .. � , �< �.,, �� � - .�� _ „ - m � � <, � � ; � �5� i 1 W ��._ R �� � � -sP ICE AL LATERAL V DITCH � W �,�, � , ......,, . � .. ��,.. .�...,.. . � - - � $EE DEfAIL M . _. __ - .- _. - . I N � _----- .. _ - - - w _ _ - -- _ _ - — - — - — - - _ o \�� - -- F _ - _-_ __ _-- D � `:;;.� - � , _ � -- - — � � ��� -------- r ` O s , ��� � -� � ' .'`, � _ _ -� ` . • � �y �� � . BURY P� 1' j i 0 '- . - .... �- ' ' . - . i _ r ° U� r� � . : '� ` \�� _' --� �_ �,, ' , e � ,! _ _ � r C71 + � � -.,, � - ,. � � , � t -f" ^ � � � � � � � � -�--- � ' � �- �� � � � � � ; �� � �� �� � ` _ _ — — � p � �' �� �a� Q . ,.\ ' � � � _'� _���\� � - - �_ � �F... O � �� � � ' , ' _ �?� � -. � �� -� � � ��'' � � _ _� � � O � �� � � � �� — - — - - - — - � � N R C S'`:, � �='°���`�c s �F � -� � � � �-- -------.� �„ � �-----_ � ' \ % � � ,; � -� — - - % ; , � , . ,,: �, � J N � , — ; --�,. ._ � ; � . � � ` � � � � - � ._ .- 1 ,- � �� ; � � _ � - , � � � r � � � � � , : , `. , � , _- ,/ � \ �,, \ �\ �' � . �',� / / � R $PECIAL LATERAL V DITCH i � � �P� .. 4 ... °�,� . \\\ � � \ � � "� �.. I. NT Z SEE DEIAIL L � � � � � ���.%� �� . �� / ��� J.� - � ' � �. � 4� � � �� � � �, � � � �N LA4t6EAAEl�� _ l _ m , � - _" _ � o � � i � ��� ��,� �;,,--�� � ) �, / � `" ° --' — — — � � � �_ � � � � � � � / m , ` E E � - -� z5 � . _ � , 5 � � Z �� � � � � � - \ � - - , !� U . — - -- � - � ,5 � � _ � _ _ _ , _ I _ -- - � _ - .. ��` h / � � � � ....�-� � ' � / Gi5 \ � � .,-� � � � �u � 't,, v�� � �� � � �� � � ' � � � � � � _ _ _ -429— � �m � � ��-. Q / � � ��� ,, -- ,__--� —� � � �, �, � � O � � �HOaew ear��ra�i sr�'� �� � �5j� _ _ _ — �''� � V �// � � � � � �! � � � � : � � �� / � � `",-'� a � -. A� A _ - 2� V �� — — � � � � � � � � _ � � `r, . � ° - �� � : � �. � .. ` � - �i.` �' � �` � � . � ` 1 ��� - _- -- � � � � � / � � � , � ` e, � � ���EMPOR�,�4R1� 1�1R���S ���,F�AC� �ATERS � � � �. � � �_ ��� �� � , � � � Wa ' � � , � \ � -. �:�� � � i� � �� _>> � �� \ ��\ �� ��' 1 � � � �J ,� ,� � _ ��i , _ �� � �� , � � _� � � � � _- � � , , ��� �,— � �_� A ���--� � � �;a ., � � � ,��� -� � � � � �5`'� � _ � �� �� i � � � I � � � � � �s's, �5- � - ����� , ' 'i.s�'� st � `�s� � _ ^� � / _ _ \ r i ----� � \� /�l ) �\ /� � /�" \ ��\ _? ` \ ___ �� �� ,�/ / � -� � � � ��z5_�/� ���� �_ � -- \ � \ �/ � � 25 � \ / � . � ��� �� �. ^5z- _ _ _ � s. > � A � � �' i '� s ) � 1�� - — — -� � � / � _ _ � � � � � ,m1� � � � � � ✓ o. �� �� , — \ � \ � \ �, 515 � � � � � V � .. � ;� V 1 .r-�J.-. s. ..e. � � � �- �� LEGEND ��� �� �� � / � � � _ � , � — " — sz_ � � \, J � � , � �`'�� �`� �; � — — — --- � � 1 c;��' ��� / DENOTES IMPALTS IN �\ � � �- - '� . % \ � � � / � � � SURFACE WATER � � \� \�___ ._ \ -a � � � -Z9� � � � O' DENOTES TEMPORARY � � - -�� � �- � / � 200� 200� � IMPACTS IN SURFACE WATER � �S. , -�J~�\ �\`^'Z,�-- � � / \ � 75 `� �` �� �,., � \ \ / �51y� �' - . � � �° ^� _ � � _ � � n. _ , � I � � � � i- ✓ l ,, , \ / ) / � � � _ _ _ i � � �� � , � � ,� , � , � -� � GRAP il( �i�ALE v%- � f� � � � � / � _ �OR -L-�ROFILE SEE SHEET l7 � < < �� �� � \ � � '�: I --- � � � � � I- 30' GRAPrI C SCALE ���� � ����������� Z z � 2. � W $ = CIENN N. YIRLiAM50N. JR. ET Ux � ��C/ ,,r�c�� s=—�``-� O ROCK FlLL IN POND O ''�, SEE DETAIL N I O 9PECIAL LATERAL V DITCH � -SEE DETAII L �� � ROCK EMBANKMEMT SEE DETAIL HH � . Q / � tiQ �;� � �� � � �'�A1r1QN � � IN WET�1D� � z � v V FILL IN � ��TLAN D � \��' \ `` ' - � � �— LEGEND � DENO N WETLANDT�ON\ DO^ � \ E�� � F F DENOW��SLANbL IN y� �� � DENOTF�LEARING NIZEO PQ \ � / � DENO7ES IMPACTS IN I \ SURFlaCE WATER SEE ENLARGEMENT DENOTES IMPALTS �N RM' SHEET NO. ROADWAY DESIGN HYDRAULICS ENG� ,EER ENGINEER OQtH CARO� �. �C�2�:OFE55 /p�.,�ti'•� iMe ns ro .nE x�isioHS �`r �� 4� SEAL 9� �i I �ss�EO A�o :�A�EO ar . i 025477 ? pa iq�k„ pE �'�NG I NE�P''c ' '',,�oa�ui� �J�co,,,, rH�: odo3�o�s Eo � (PONDI E WATER PERMIT DRAWING -FILL IN SURFACE WATERS (POND) \ � DENOTES TEMPORARY SHEET 8 OF 29 IMPACTS IN SURFACE WATER � \ / 13 � � �wz�e cuFroH r�o��s�LL IN WETLAND ��, �� ' , ' MARY L4-CY INIGFALL \ CATHER�IE UORRIS IULL. ET AL � �RAP � ,,� � � �� � �`1v1ECHANIZED CLEARING �i��������� � � �� \ LATERAL 2' BASE DITCH W/PSRM \ I "�� �� SEE DETAIL CC � � � \ �� L4TERAl 2' BASE DITCH ` � /� / SEE DETAIL O V\ / SITE � J,.r ' \\\ �� � ROCK CHECK DA � I � EEEDETAIL pASE DITCH � \ x 3 � PDE \ � O o � � SITE 3 � ,_ AN D ' _ ��-----� '_ _ . y -' _' CMARL � � � o -� ,�� GLEN NORNOOD WiLUAMS SPECIAI LATERAL'V'DITCH �� �.� S �� � �, sEE oErni� n GLORIA RENEE �6�.�� � sE� FILL IN WETLA �� � � �' EXCAVATION IN TLAND � ,�� � ,�� MECHANIZE CLEARII�k� � M�,CFiAM�ED CL � NG � � �ILL IN� LAND '��. �, / !� .� � •_�_= 0� :/' � ,�►. �� � �' ��� !��� ���� �-�� s�%ii'�1 � /i113' �fifi:;!='-:�'' ��.- LATERAL b' BASE DIl W/CLA55 B RIP RAP EST 770 TON$ E$T. 370 SY FF SEF�DETAIL 5 v�, JONN FIENRY Fiy.L,ET FILL IN S FACE WATER�� � � � � � � T PORARY IMPACTS � CE WATER ������_ �� , � � \\� � �� � � � � �'�� _, � � � � � �� � .� / � `� � � � � � v, NORACE L.DAWELS.ET AL \ � � \ � � w � � z \ � � Hr� � � \ � \ � � \ � / � \ � H( t9 � \ _ \� � ��\ S ITE 3 =__"—= ------ V�TJON IN WETLAND \ � — — � ���� � � / ��� LATERAL 5' BASE DITCH SEE DETAIL D „ � r ro° e(eR �� S 0 � ���FI J � ��I � s � �,'� � �� � � �� � � `� �. s <���y s ° �� �� , � �\ � 3 �� � � � �� L�3 � � .Z , � io� �3 � i .'� " � � ° � � `� � Sa��� � . ` .� � '�°' � �oi �; , � � , a y '� �. 9 � � � o�F�� �� � �, ' � �.,,,�"��� �3 +�.�„ `�; � �, ._ 1 �3 r� � , �.�/ ;`"'w 2^'�,J �� �/� O FO�O�, �� G OO , po � i ��O•J�p � � � Q4'� F QF,QG�� � � / / �P Q�i��Y/% / .'✓ / � � / � � \ / I \ � ��n���l"II�. ��.i�LL �--=� � _ . � ------_ � � 16 PAULINE CRANAM �� � O F- W W � W W � 0 Q 0 0 + r- � a � N II � W J U F— 2 .a r� �. �' FOR -L- PROFILE SEE SHEET l9 200' ol� � � � � � � � � � � � � � z LEGEND rRe-.�q.�2_`�_� >�(Q ��� � � DENO N WETLANDT��N\ OO^ N'�' SHEET NO. ___ ROADWAY DESIGN HYDRAULICS � ENG� ,EER ENGINEER \ �DENOTg5 FIL L IN ya`� -, �oQtN cARO�?�,�., r�E �s��EOOA�oE�A�EOOar. ��r F F WETLANO _\ �. 2:'OFE55/p�..�v . �'7 'aQ SEAL 9�.� � � DENOTF�LEARING NIZEO :, 025477�..? Q \ �P ',�'� � ��� .°��''�,,,` r��� Pa��a�3�o�� Eo / � DENO7ES IMPACTS IN I As=o=�EwE��s�o��. \ SURFlaCE WATER SEE ENLARGEMENT � PONDCE WATERS'" PERMIT DRAWING FILL IN SURFACE WATERS (POND) \ � DENOTES TEMPORARY SHEET 9 OF 29 \ IMPACTS IN SURFACE WATER — — � � � 13 � � ,_ � � LNZIE CUFO THo�.s I LL I N WETLAN D , � � ,_ '`' �� - � _ ^ �.� � .,. .. . � � -� .� � . % �M� L4Cr WIEFAIA� / -C{'Tt1E� -Mf1RR15 .w4L._ET eL • p� 0 � GLENN N.WILLIA�A.JR.ET UX � �� --- �� . .. - -. � � ... �.- .. � .. � _.- R/'1P �-1I� � y ' �,�� .. ������ �: �� / / `-- .. �_... ..._�-- . .. � ��, �. ���... A . � __ � � . ; � - � _ r.- .. / . t �, � / � % .a�ECHA�ITE� CLEARIN� � �i j ! � � / � � \ \ �TE�,� 2gq5E o�T�H, W�PSy���•��,� � ' „ c� I \; � i �_- _ _ 1 � ., / `� �l � �� - �.� , . � � �/ ^ =...� . I I ` � 1 . . / � SEE DETAIL [,C� / ' i , � W _ _ . � // ' � '� �, / / /' - � �; �� ��� — � , � -� - � - � v _ �. ._ � �' ', , � /(,, ' ' � � � / / , I '. � � � 2 '�� o ����`° � � � � � 6 I - �, . � � � i �. \ \ / / / % / � �, " .� �I���;�, '� L4TERA 2'B � �.r-�;. � . � �� , `� ` a�\ �- � / . _ \ .. v / . / � y SE� DE�'AIL O � � / � � / � � I � � \ CI� ° ����� °��� �� ��� � ��SITE 2 � i, �j � � � ' � '=,. ' _ � r,�1 � ` m� \�D �E �r � � � _ , / , , I � � �_ _ � i O `�gZS�.l FlLI �' . �`� � � � - - -- � � , �.,` . _ � ��j \ \ / : 1 I /, �,� �� �. .� �RO�C K IC H LC I� � � - � / LATERAL IL PASE HITCH W � a \,SEP'�DETdIL � � � - r�,� J � J \ / A � \� -� '� � /` �A�, � � _ ' � � . i . A � SEE DETA 1 . �%i O SPECIAZ �kRAi V DI'[CH ' l �p _ / . L __ ! � — — � � �� , —� � � \ --. � II �// �.I/ � . . . �SEF DEfAIi: L },t (1 �. \ p '�� .�� .� \� � / , - � '� �, - '� / I 1 — � / _ I � 'C R . . �I � r�--e0�x- EMenN�/r,erA3:� �. �. �� - � - (� PDE ,r. � � - �. � — � , _ �� . . � A `s� SEE DETA/IL�%{\ 0� .. _ ` - � -� •\ � ' _ ��,.. � � � - � O � ' •e � _- n_ � ' \- � ' ` � i z - � Q� ��•,� -�✓` '�"- . �� � �� � � I . � � � �_� -_ � �� /� I � I - _ � . 0 _ _ �j S TE 3 1 �� 1° � �� -- . , .- � , r-:�: � .,_ - - � � . ,_`. ,� � _ , _ ,. w _ — — — — — � O �Q G � ` � �, �� 1, � o � � ���.� � � r�� i � ��� ,� _ — � � � ` � + . ,m � � � �., � � , - , ., : '�,, � t �• £" .� � R -� � � � � �� � � � r - � � � �' _�.� � � � - � N _ _ - _ 0 � �o � t , � , n �f � �' ; � ,-„ , �, , � . , � � i C �/ ` ���N�~,�(�T , ,-�� _ � � � __ _ � �� i. � - � i : �` ' _ , � _ _ — . ��[.��,Q� �, � � � ` - - —� � — = „ =' / ,, ; z `�. . � � .. . . � /' "( �� � - - �- � V '� '� � - - • _ . � �' �, - W S LAN D _ _ - -- � - - z , � . , _ � ' IN ,W� Li�, �1D� � � � -- Q �. � „� .- ' : •, �' ' � � " �i _ � � � ; � / _, � � � — — — — � • •' ' � f. � ' ' _ - - -- � ___ _---°—� N 2 / j . , — — i_`� � -�. - — — -��RLE � � / � � , _ —�� — � � � �-- �l .. � _ � � S. � \ ' f/ - � ) . f _ f' . ' . . '-- �_ .. IJ \ �� .' . � _ -- � _ � � � . � � �,� l_ — �� - r -- � � � � � � / V� ,- 2 � , � �� � �' _ _ � � � � � � a�.. ` wI � , -� � F I LL I I V / / � BUR . .. i / � �. : . BU � PIPE 1' 1 .� — \ "' � W CJ � ' ; ' ° _. � -_ -- — j —,_ - c J_ � — —_ ~ � ��T�_� � I ' � � �I�L-L- y���I.AI�D�' � � _ _ _,, , Z � � - � � � _- � � � , _� , . � � � � J \ �,?`� �� � � ' E .� , _ � . � ��x- �a - . / _�_ �--- ; � � -- `�� U \ _ - � -- / � ; ` ' — � / �� \ \ � , � A ��� F- _ f�.: •.:••�• ran �B o �-�-\ I I .• . , I � - �, � � � � . � . � SEEE6ETA(L U�E � � / . . , r O l � � � � � / � 1 "- � �� �� �� I , �T� �, � , ,� �%i , � , , ,'�� � I , � � � � , _ , . . r- � � - �LEN NORNOOD WiLLi�S � A \ i !� / i � � �� � � �� � � � �� � � � � � � ' � � �-. � � . f ; � j` ,...r � rpo� yT / l � . i � �,/ i SPE�IAL LATERAL 'V%617CH � �% � �� \ ' -- � �C� ''�' / ; I � e(F � " / � " l . . I� �� I SEE DFTAIL A � . � \ � t s � / ' � LATE�AL �BASE ITCH ' . .. � ' - ' � � Sp . \ %i0 / I � . � . . % \�� . GLORIA RENEE /... S DEkF l R � � ERAL 6 BAS�DITC f � � �. , . � p � Fl --�-, �� � � � ' � - � : / ' , /C A55. B RIP RAP a' : : w � �er / ' FILL ItV WEiLA � �, ��� � � ��� 3�o sY FF � ' % , , , �� � �� „ � , � �s �. � � � _ ' E r ,�a ro�s � � � � ,, ; ��� , � � EXCAVATI O hd � I�N�� TLAN D r � � �' � ;� ,i ', � / _ �ra� � ' � � � �� � �,I � � __ _, � _ P����He cRaxaM _ / �'� - � � �/ � �- � / ' � �, � I � � s l� ���� �` � - ��� � � �� 1 �; � , �� � �� � -� � � MECHANIZE _ �LEARI�k� �� `__ � M�,CFiANI�ED C� �� � � / � - / �� ��� � � �' I � �`°��� �i � �'� � �� i� �� '� l �� � _ • , � � � J N MENRY �lL��\ � � � ' � . ' � c7� � � � . � . � � / FILL IN S FACE WATER�� �� �ILL �IN� . � � ND�� �� � _ -� � � � �� � ' � �. ,� �� �i �� � � rR � � � l, , , , � ; �� � , � : � , ; _ � � � � � �, _ � , � , �� � ��� I � � ,: / � / � � � � � � i / � I ` �_ � , , � � � ^. � � ,� � �� � � T PORARY IMPACTS� „ -� �� � , •'� , � 1 �. . .' " � � � a � - -- - / � _" � - � , C E WATE R ,.'�� � , � ;� J //� �� ' �l / / � � � l -� �� � '� � � " • ..�4 � � - �� _ S, � �� � � � �, � ; ' �� I � � � � ,'��' � (� ,%�r-�,'�, � - - �� � / /� � ���� � � � � � q � /�� � � � '�y '� �� ��� -- _�_� V I �� � _ � , , � ,� �� � �< < � � � � �� � � � ������ ��� � �_ � � � �� � G L I / / \ Q . i � RD �� . `"� I�g4� /J{. rr,s�,ir`;-�vr?+,�;°,.,so/( � � � � ��.A . � \� � / %� � � � � V - � ' � � �`""' � ,� `� � Noaece �. oeroe�s. Er e� �� l � � � � � ��� .�� \V� � � / � / � �,,,, _ � �� � �� , % �"'��� , �. \ ` � ' / � � 5 r� � � � � �� .��� �� � � � � � - � , �5j l � � � � � �,A� �� V� �" / / / i I �o � o � � o��� � /�� zoo , zoo� \ �� \ l � `�P���y I � � � � � � � � ��� \ / j � A � �o��oe o�°� � �,' � �� �� � �����\ � � � � e��e� � ,� �� � > > I � ' �" j, � � � ' �����V�\\� � � r �' � � � � � / � � ��'�. ti'9 ��� r� Gf�AF'h�IIC SCALC � � � / . � � "'\�' \ Y - ti,� T \ , . � %' . FOR -L - PROFILE SEE SHEET l9 . . . . . a * � � � ��VATION , / IN WE�i�l�l-D_ _�- FILL IN SURFACE ; , � , , , , , WATERS (POND) FILL IN WETLAND F, F FILL IN WETLAND EXCAVATI O N IN WETLAND MECHANIZED CLEARING � , � � FILL IN WETLAND FILL IN SURFACE WATERS M DENOTES EXCAVATION IN WETLAND DENOTES IMPACTS IN SURFACE WATER (POND) DENOTES IMPACTS IN SURFACE WATER � � � � DENOTES MECHANIZED � � �� � � � CLEARING F F DENOTES FILL IN WETLAND DENOTES TEMPORARY � IMPACTS IN SURFACE WATER I� � , .�..✓�J . TEMPORARY IMPACTS SURFACE WATERS ° ' `< �� � �I�Illll�i?% ti tiy� 83990 S � ]EI�T]I.s�IE$�]E1�]E1�T� zo� o ,o, GRAPHIC SCALE Z 0 � � -L- -Y6- Pi Sio i54+03J8 Pi Sta i58+72A7 Pl 510 �6�+8725 Pi Sro i2+23.87 0= 20'06'07.7'fLTI p= l2'4/'l1.4lLTl 0= 1T34'37.6'fRTJ Q= 56'34'l1.9'fRTI D= 4 48' 532' D= 448' 532' D= 4 48' 532' D= l5' 26' 37A' L= 4/75r L= 263.49' L= 365A7' L= 36630' T= 2/092' T= 13229' T= 183.98' T=/9964' R= 1J90A0' R= 1a90„00' R= 1,190A0' R= 37G00' SE = A4 SE = A4 SE = SEE PLANS SE = A4 RO = IOiD' RO = l00' RO = SEE PLANS RO = 76' �2 CARY D.JUSTICE,ET UX M O ^ W � SEE ENLARGEMENT 4A EXCAVATION IN WETLAND MECHANIZED CLEARING SPECIAL LATERAL V DITCH SEE DETAIL M I' � �, 3 � � � - �� � � � i�� �� � — — �� � '� � ' � � O � O Q �� sHA� orT aTV umiT � __--__ — M °=— h ° --- � — — — � �1M, � c — �-`�;�� t: � / � �� � � 30 � ` 2 KA��N HOPE LUDLIAd �� I�� � �� � � ����--�lJ� � �- � �. ��� m�� �� ��.� � � Z % � ��� � y� � /��jz�j / . //ao / � o�"� / ��' � � / / � / � �� �� i ' �� H' / � � �e \ � m � �` ,o � � � � � � �N, � a� � s � � � � — —�ei � ' z ° 2��� ��` GRAPh�:IC SCALE �� �� �� �,� /� ' i / // �// / � � U TAYLOR & $ULLIVAN, LLC. � � � � \ r ,,. �� � �� � � \� _��— " — L �ILL IN WETLAND J ____�� -- ,,,�, .-2 � � � ��' �,:•f �a j � /// .:ir�Ur / �C /��/ / � r• �/.' �/ �/ , � i i � j � � j��� �� ���i �i � �'�%� ,���� i � � ��� -` � �, �' ���� // n 0 m � SPEGIAL LATERAL V � CH — SEE DETAIL M \ i / O / GARY R, $HAOE / 36 JOSEPX BUTLER,ET U% � 1S8KD I C� � � I / � CONC I � I I / � � � \ I �,C_ ----R � _ -� � � . �P• ��.='r � �---- -� � 2' 6>T -�T � � - � Ic� � 'LS �� � i �, � �� � � \1I w � � isFo 1 � ❑ �� 1 �sr� Q ERNEST G.CREWS \`— EXCAVATI O N I N ET N d 37 $ARAH JAPE GAUSE � 41 � IGLOMA RE�E BEIL \ SPECIAL LATER4L V DITCH $EE DETAIL M z I �J JAME$ R, BO N, ET UX '.IAL LA ERAL V DITCH °ET"" FILL IN WETLANDS i RNJ SHEET NO. ENGINEER � ENGINEER PERMIT DRAWING SHEET 16 OF 29 ISFD I \ � 1� � � �� �— � �� BRIGK LANOWG RD 1�q' gSr O �MECHA IZED CL 33 TAYLOR 6 SULLIVAN. �c. SITE 4 SEE ENLARGEMENT 4 DETAIL M SPECIAL L4TERAL 'V' DITCH ( Nol lo Scole� I � A� Fill Ground 3�� Slope D Min.D= 1,5 Ff. -L- STA. 158+50 TO STA. 160+50 (RT) -L- STA.158+00 TO STA. 161+00 (Ln LEGEND � DENO N W�TLANO TION F F DENOW��S�AN�L IN � DENOTF�LEAR�ryG NIZEO I EARING I I I I I I � I I �� I NOTE: DRNEWAY RADII ARE l0' UNLESS OTHERWISE SHOWN. FOR -L- PROFILE SEE SHEET 2/ FOR -Y6- PROFILE SEE SHEET 22 SEE SHEET 2-D FOR ROUNDABOUT DETAIL � �\ � � ��A ` - �� -- � � � - __ � � � � � � � � _ _ _., �� �� � � � \����1 � _�� �s� � l;� ��� � ��� °,�� _ � `s , � �,��� — 1 � I � � `�� � � sm-� � � � A �� ) ��s � s�5 � � / ,,I � � � i � h \ \ � _,-���- 53.6 /�ti,\ � �s\ \ � / � � 1 � - \ � / /"?' � \ �p ., ��`-1 �`�� ���� �' � � � � � � � �� �� _ � � � �P \ \ \ % � - , � �U,/ % � ��/� �� �zs��� � � - / � �-1�� V � r� � �� � \ � � `� � �s°�c_ � �°/ - � \5z� -- �, .- � � � �' � � �o �-��_ � � � / � ('� , � „ �v �si.s � czs —� V " � \�s s,- � � ����1 \ � _, � � - - � � �4 _: j / „J� ' � � `�` '�� > � e ���y � � ��5��, e��/ > � � 5��� fN�CA�RG�Iv1�NT 4,p� \ �- �� "y �v � � . C'? �� ;, < - � 5 GARY � � � le � � . > � � � �. SW1 .� �, / i (, � � DE — � \ � ' r -_ ���: ,s� -�ta�� � � � , I�XCAYATI -�l �It� W�TtA�ID) -�; � sPE��A� �� o� �� � _ � �/ , �' � � � ��s - �,, � 1 � � — � � � _ � � � � s�_ .5� r - _� � *�..� � � \ �e oernurn / � l� � JOSEPH BU LER.ET'�Ox � JUSTICE�E e� — /� �� � � � ' , - " GARY Dl _ � � � � �C�AN���� i i� �F"����� ���� \ � �, �A.�D . � � �� � � S'�'G� - � � - _ �_ , _ � �_ _ RNJ SHEET NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER PERMI� DRA�VING _SHEET 17 OF 29 —� � � �aeaib an�4 ,� r- � � � � � � v� I/ ��� _ - . I � � � ' ' _ � � I ^ �-' -�����/ ��"����� �ji/ '�- �� �� � j 1\ J �\`/�S'� f � __�' , _ _-- "�r= 1 \ isFO .. _ . � V _' - '''i`" `' � S m � J J __ � \ . � _ _ �� � � �l O V ' — - � - — _ � --_ ���1� � �.� I \ � `�\ \ \ � \ -� �V- � � � \ � '�- �S� �� � ` t58K=--- �� r/� \ � 2 ` � \ . � \� / / '� � s I � �5a � _ _ �� ; � / i ` � � , � - � . R \ \ � \ I -�o�� \ � -� �� � � . � � . < � l° ,� ��� � � - � � � � ' � � � � � , � i R i� �� , � � � ' �- �„ - � ' , � � , � � �, �� � °-' `\ , ' ----- „ �\; (� y ' .� � � sF`�"`in `. , ' = - �P� � W -� - - � � ,?� __ ��- P / -�- _ �_ = �'^"=y R = � � � � � � � � � � � � � � z � � �. _y � . O O O ��� `� o — __ � c+� �-' -�. - ^i C � O �� � � i f`���, ��Tp��� y � � i � � � �30 2 KA�t3N NOPE LuDLUM � � � � � � � �I C� %��1"''� r � lJ ~ �� � � � �';�� r� � � �' , � ``�_ � f� �,, � ���1 � � i j �� � � - ,� ,� `%�� �~ � ii �. : �� ��� -� / y � - . � �f /'D ZA - ��. J \ ��\�� /� � � e �� � �' ' � �� � � .�-�� �� � - _� ��� / �' /f � �� � � � `%y`o� / �� i� � �; �J � - �. ���� ;� . ( �p � / ;.� -- � �, i� �l � � � ��` -�,�- � 1��. � ��� � , \ ;� y � - � i � '�� � ,e � ` � � ' ���` �, \ �� � 4 A � _� � 1 � ��� ��'� �����,�����_�� 1 m � � ��� � '�� � � x �.� ,� � � ' � f � - 1� �X � �- � / � : ��\ � /i . � . , _ . � � . � � .N \ , .`f . _ _ I \ F . \ / �' _ �� =_ ?� �— — ' — - _� . � w-� �\ � .. �'�� �_y�� � / � / .� ��� � � � �.�.. 2 BS — _ _ � _ _ __ �i _ _ ... \_ � � � � " � � ' � F ' J �. _�ir' — �/ _ �r. _ . l�C ll9 B/Zl �C-� L/NDIN'GRO �L+l'BS�-- � \ ��- I z ` - r =_— — — °- -- - — � " \ � rw � - � � - -- � , �� � , ^ _ _ � _ � `� .r , _ , � • - ° - ,�� ° - � , 1LL tf�k=�E�L-At>i�[;��=— — =- --r:'- - -___— � � - - ��`- , � ; .,� � — _�— _ � � - - - - - � - � � .m� — -� � -� - ---_— -- -� P = '��'� � � � : � � _ r � -- _ � °�� ,r -',�� � '" �� �/ � � � / � G \. _ _ -.w.�� - " \ , -- � _ � � � � �--� �� � . , - � — ----.�-.- � , � � ��, ��'" �3\ — � r , � � I� -0 � : -- - - — _ _ _ _ .,- - ' i � � i � A �.`� , -����,- � � ,,�; i �- � � , �� � � � ` _- _ - � % � ��� � � � _�. _ �, � � ., � � � �,� � � � � � ,� -- �� � � �� � _ �� ; �, �v .s= -� , _ 9 4 � � �/ � � r. � � � � � , � � � w 1 1 i isFO . � � - �, � �i �s � k � �� , : � � �� �� A � isF� ERNEST C.CRE � � ' 1 � • � � / � � �// �" � , � � � �r � - ,,� - I� _ `_ _ _ � � - � • `� � � ws�' , _ , , N� ��` � ,/i . � , - . - - - _ - - - �� ` � ° . , � , � ,�� � �,� � �� - - } ,�'"�/�j �v �-�° � � � � � s � _ ��� �� , � : � � -/,,,.il�'' � � � -" �"..',�°. E . . ' �, � � � .. a -, ` v , / i � , �' � .� SARAM JA1E CAUS � �ii �� fi'- ' � ,� � �. � / , �E����A°�� I N �T Nl7� 37 / a� � � J��� � , i CLORIA RE1�E BEIL � �, , \ � ���� � �,� �% ` � /, 1- � �� in� � gTe a��wrnTCk� � �,/ �� • �' • / S � / \ � j - i EE�DET/(iL M ,/ � ��,�'��`'� � i� �/ � � - - / l� � , � ' I � � �t, ' . � �� / / � � s � v..=�' �i����% � �� �� � _ � �O � ` m ��� � /� �! ��� / �%' � " � � � v � � J4ME5 R. BEAMON, ET Ux ;;�� ��j//%/ � j/'� ���' � � �eci�v ean�v-oRy , / � � 1 � � '/� �� � = �� � � /� � . � � � FILL IN WETLANDS '' � � � � i �� � � � �i/�j �, ,��� � — � '�,, � �� / � � �� � � � � l � ,�� , . � � (� � ����, �_ � ; �/ �� m � ;�% ��i��: ° � �� � i `� � � �� �Iv'�ECH �a�ED CLEARING �����3s � �'� � / i � i � � % �/ - c� / h 3�3 � ��i ,� � � � ` �_ � � �� � L � i ��//� � � / j/� � P� RAYLOR &$ULLIVAN. LC. -� SITE 4 \'` °`� � � I� � I I I f I �� �/��yt^ //� �� � e � � i �.� '.` � � � � � �s �� �- � � %�!, %��� %I II ��, J /� f� 1 �� Q�.��I I \I\��I �/ �Je� �' I � � / / I �5� � / / I __ .'� � — � ���� — ,_ � �' �-�m �� � � � I I �� � � �� � � �SE,� ENLARGEMENT 4 / �1� �� �� � � � � -� 51•s � � � � ' � � �- � ' " 1 " , � �/ � � \ - � � , / � � , — � � -' � � � \ ��5�.5� - -� � � � J � � - � � � � i / � �� ��SB � � � L � � �� "� �� �� �� �'`�� � � ��� � �49.5 � 1 � � � � � / �5- — kq�� � � / \49.5 ' I \ � � � / � � / / / � � \ � \ J `,� \ � I( / l ( �// � � \ i � ^ \ \ / e, " / ' 0 � / _� � � j/� � � \� � _ — —s'�;r — DETA L M \ \a°�•`'� �' � i ��a. � i �- � �` � � Ur / �se�� r�-oir�i � �a � � / � � � ai � Geb i��� � ± � � � � s�i,i \ � � � — - — ���� � e, � � I � a�- — ,- ; � � �5�6�� ��,�_ -- -- — � � ;' � / � �� //-jyI—> � , � � � � .,�- � �/ � j s Grou � �3�' /. p.1 \ SI Pe \ \ I I ` �/ / / . �.� \.� �/ � / �S\\a — — � � � � � . 6 6 'O s� � � � / � ^ \ 6 \ •� If) l$� � / ` � 1 1 1 f �� \ \ / � • - !� � \ �s� � �� � l S.d � ( \ � ge - \ � 5m. � 1 �� � � � � �1 � �- �' � � I � � � � I � � , ' � � � � 1�i!� �1�� e�� � �' � Min. D= 1.5 1 . . , S. � ( -L- STA.158+SOCi� STA.16Q �+50 RT � �� � 0S/ J � � I � � f 9 `� L- STA.158+00 f 57�161R00 4� L�S� � �9 ( 0b / / I� I � -/ , � � � � � �8�� ( / / � �� � �� � � � � � / A �� °' I J ,: �I � � � / �, / ��� � �� / t = G�I� / �s�- — — � � ti� / _=LE END� �- � � � � � �,��, � 1 � =, )���� � ��� �� — �� � � � � r _ l � / J �° � \ � � � � .F�r _� DEN�DEV�W TL�A PTION ��� � � � .. � � � \ � � � � �� - - — � � � � i .'o S6`� � � � ' ',, � ,�� " '• � � � � ' � � / � "�' � b F ��, F DENOTE�S FI�L ��IN � , . �� y . . E I � � W LAN ' _ 200' l � � 505 � `, � � ... �O\ I / �� / / / — . . �D�NOTCLEARINGN�ZEQ1 . . � / � � . , � ��// a � s ' � � , � / g � �\�� � ��'\ -, ; � - � � � V� �// � ��'e+�, � � � . � , � � , � , �, ( ' �`; � � - , , , � _ � � f � -- _ i i � `� r 1 L L 1 I�I Y Y C 1 L!'11 �I V �� � �. �'� �,\,�� •����(��.�1�..`�"�� DENOTES EXCAVATION IN WETLAND F F DENOTES FILL IN WETLAND � � � � DENOTES MECHANIZED � � �� � � � CLEARING zo� o� 20� GRAPHIC SCALF N Z � i � � � � � � � � � � � � z �� � �� �� �,� � �\� !� , _ 1-\i - ;�, �� ,, .. -� 'i7�� PLTr� il ' • I � —%� �� �•' ► � TEMPORARY IMPACTS SURFACE WATERS � � � FILL IN SURFACE WATERS � � � �� �� " SITE 5 �SEE ENLARGEMENT 5A ANpREW BOLNICK TRUSTEE O � � 1 r� � � � ���� � �\�s� l� —� � � i � ����;r - --_ - - - ._�_�_� - -- �� LADANE WRUAMSON.ET AL O -----_.- _ . � �:::� ;n;;n� �,�-�;� � z asT ca naa oce v isrF eEn R� z'�e� ___ =____-- 5T .i� c _ / / �— _/ � ' — ' '� �� �� �� �/ � .�r�`L � � — M�� � �,,�,!�-,�r�� _r'.-�r!?�s!?zs ��_r'?��' _`� . - ` �'`i i"'�''� 39 ANDREN BOLNiCK TRUSTEE � DETAIL Q �� STANDARD BASE DITCH �NO�fo Scole� �,a� �o��,o Ground �/ ,�.1 Gro�n D Min.�= 1.SFf. � 6= SF. -Y10- STA.29+06 TO STA.29-� 55 �LT� �!?z-r!i-, "�v,'.,_r!'-� ✓wr��� �--FILL IN SURFACE WATERS �TPORARY IMPACTS SURFACE WATERS � SEE ENLARGE ENT 5B \ NAD 83�NSRS 2007 RNJ SHEET NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER PERMIT DRAWING SHEET 22 OF 29 STREAMBANK REFORESTATION TO BE USED ON BANKS �oo� c�aPHic �cA� E 0 LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES 7EMPORARY IMPACT$ IN SURFACE WATER .a � � �' 200 FOR -YIO- PROFILE SEE SHEET 2/A N � � � � � � � � � � � � � z , � . � II � �� � ; � , - - ,-J ; _ �' � � � .�- � __ �._;_� \ � I�, � . /, ✓,_. , .��e , / \�-8b� � ��� � � � � � � � � � ��— ._- ", � � '� �. __ _ _ _ � , � � (� -� � \ � � � \, � � � \ � ✓�' I o- \ \ � L � NAD 83/NSRS 2007 -- -- \ � r � � �� � � � � � � , � � � � � \�-4a- � � � � 1 � \ � �— _---- � I l \ 1 j A � � � ���� � , � �\�� �� � � � , 1 , / � - � � � � � � / � I � � � l / FeJ � ����� � - _ � � � ��b _ � / � � � � � - � � � �/ / � � I - -- —��� � ��� / ,�� �� ��� �� �-- i� � � � � � I-- - � �\� � � � � � � _-� � , ��� �� � i � I � � � ,, � � � ti � � . i� � �� � � �\ ,_ � � � � i-- — _ ���� � � � ' � � �� � � _ � 1 �-- � � � � � " �� ��. A � _ _ _ � , � � � � � '� � A � ��� � � � � �'�� � � � TEMPORARY 1�vIPACT� SURFACE WATER� -- — � � ��,� � � �� ,����`- � �� � � ii � � � � � � � � ; � ��� - — � _ � �� � � � � � � �� , �i � 46� � � FILL I�I SURFACE WATER� _ : � � ���- / � i� � � � � � _�-�� s- i � , , r�,- � � �� �, , � �� �, _ —'� J � � � , �� � � _ _� - — � `�� �� � � � � � "— —_s' =� i \ � — p \ � � � � , -� � � \ _ _ _ � �� � �� � � � / o A � ��� �'�� � \ - _- _ J , a `t ; �= \�- � NL/�RGEMENT' 5AI` t_ SITE 5 ` � � � <\ � I �\ v > � � � � \ \ O , � � , a;.� � -- — ti�ANOREW BOLNICK TRUS�YEE '` � �� � � � � � � � � � � ; � � � � ....... , „ � � �.,. 46 �. � ;� � ; , �, \ � � , � � / \ — . ,� � �\ )� � / � � � � � — � / \ , � _- � ' i / � w . l I � � �P --- A��� � / / �) �J � i�� � / � ( \ / / ,, 2 �'I � �\��,����� � � �' ;�i .` �� v� � � _" — �`,i� \�� � � � � _ � � / I _� �� / > _ - „ ,-- � � � � \ - � �� � > > . � a l � . � � �` J � � w '' ����� ��°„e�\V > >� ;/%� J / � ��� / � �_4S—. _� _ w � � � � � � o i �; . l � � l� � � � � �.. v� �� �'" , "��/; � I / 1 — /—'�-- l — \ .-�-' � ° Hw � � V I �� — � =4 � �`I � � `�vA � � � _ �� , o �� �� � �n � �/ �5 I -�...� _ t�r --- /�( o ,�- �� � �,�� � ,— �_ ,— _ =� �� -, _ ,; — � � a � � _, -k��� _ �� � � � � + � '_°° s us ,� .,s ��� `.��,�—���r-�"���``�;c — � i/ /�J � DO "- • - --` � - J � N °' �.._ . �y :,\ 't - _- _ - __ �-__- -- — — _ � , STAN __ - _.-_ — , --- �r - ARD Ig 5� �. � .- - v=-� e �� � A E DI�CH � � _ _ EA RD — - - --- . -- - - - - — F{7-118-0- �� _� � � � f o�ro 5�oa� . _ _ - za esr .1. � y� � � p L — --- --- - — - -- o a - - - _ �� �� - � - - - - -- _ __- - - __ _ ��, �, , � . 3 ;7 :,i— _— _ — c= .—;. —� — - _ � � � �:,b ��1 � �✓ ��� �� � �.� ��� � . — "—.__ ,; a _ _- _ _ -_- - _ �'.- — 5 � ��\ � ,� � _ - � ��v� i , � � / � -� - �r=�_ -�=�yy � � � - � -�� � _ -� �� �-- � � ��J1 � � �� M�,,.o�,aiisFC � e _ _ / 1����/ 1 I -�v' Z.ys'� t ` , l �„ � ,� � ,�..,�1, � �.-�-� -�'- � �� \ \..J- =� �i \ �1 ! , �'� r�l 1 �` B -Y10- STA. 29+Q6 TO STA. 29+55 L� � � �\ � � I � / � 9� r ` �t ,� �•, � �- � � 1 � _ _ � — - � , � �a �`` _ _ _� � �` � _ . � _ . � � � � � ° + � � ,A � � � \ � --- -_. — �' � � �- � � � � �,� �� � ✓��� : � �� �L � - � _ _"_ -� � � � � \� � � � � � � � �� � Z \ _ V ` -_^ � � � ' � � � � I � �8r_—J � J ��� i .— n � � . _�`� � = � � � / � . �'�)� 1 i�," I� � --_�__��A �A V��� � ' � 1 � � ---A�' � l�� � \ Z Ue � I i '�� - -� �� \� A� \ ; I � , A ` ' / J � �� — � � �\ \ V �� � 7 �° l V / / J � I � _� � ►— �� � �% � � e� � �'/, �� —� ; , / � � � V A \\_ ' � � �, 1 I �� \� � \� � < <\ \\ � � , � I � \ � \ � �ANDR�N 40L�%AC1C TF415TE� � _ ,� � �, � , � \ � ,� � � � I � '� , � ) � N � � � '�.. ��, � �� � ��� � V�.� �� `��� � � � � �✓ii���l�� � � � � � �� � � �� ��; ��, � � � �� , i �� � � � � � � � �� � ���_ ; � %'�� � � F�L FPI' S�I,J�F �C��V1�A�T��� �� 1 � i � � ' � � \ \ \ � � � ' � � ���_�, � � � � �� I � / // i , _ I '' � ��� ���\\ `�� ��J '' J `` 1' - - � _ , , , �, � � � � � � � i ' �� � � � '� � � �' � - - - - V � � � . I I I � � � � / ''� � / � � ,��PORARIK �IMPiA�TS �SUR�Ai�E��,WATERS I � � � � � � � � � I � i � ��o�E �w�i�MSO�.�r �i ' — � � � ' � � �-, ,� �� � ` , " � , � � � � � �� I�,�� ,� ����: � VA 1 � � \ � � �� � ,� I I�III�I��\ __�� �.' �`> ���e\������� � � �, � �_ ( — � � � A \ ��A � ��� - � � � ��kE ENLARG� E�I��,'S���� � �A � � � � � � �� � _ � � � � � � \ ��Ati � � � `�� � � �� � � � �.� `, ������A��� � � �� _� � �� \� �� �A\ I � I � I'��' � i �`,`,�\V`�����V � \ � ,, �� 1��A\\ 1 �, � � I < < ���� � � ;��1 I������ \ � �.� � � � l�� � � �� \ 1 � I I � I �� � � � � � I I I I� � I ��� � p \ \ � � � � �� zoo� , \ , � I � � I I � � � �� I ( � s ����_,�������'� �� , ', I I I I� � ������\� � \� �� �� � % � �' � I I IV f i � I�, �� _���� � � � ��� ��\ � � � � �,� j � I \ \ � \ \ �\� � \ g������ � �j — � �� �' i �l � � � \� ���\�\� � \ �\ \ \ �- � r�APHic � cA�.E w.��� � — - ��\ \ � � A`-� (���V —���—�� \�� �,�� � �i ����� \ x�� A \ � � � p �� � � \\ � �� 1 � '� �� � �� '�� `� ,��'�,A\��� �I� ���A�, � �� ��� � � � �_ �� , , � , � � � �� �� ` ` �� � � � _ � �� �, � �.� RNJ SHEET NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER PERMIT DRAWING SHEET 23 OF 29 STREAMBANK REFORESTATION TO BE USED ON BANKS 0 LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES 7EMPORARY IMPACT$ IN SURFACE WATER .a � � �' 200 FOR -YIO- PROFILE SEE SHEET 2/A NAD 8_� � LOG S (TYP.) FILL ��� ��R� ��.,� ��.-.� �R� T���n�nenv �►�ne�TC c� �n�e�� •�•�,TERS ���� �� I I� ` ��3 �� =�_ ���� < � l� � 4 <� ��- �' I[� : ''`�� [ . i' ` I[°' � DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER 2a� o� 20� ■T��� f cRAPHic scA� F NK �TI O N ..,. TYP.) S ITE 5 JURISDICTIONAL ST R E�JVI P RO F I L E REVISED 150' LT 100' LT 50' LT 0 50' RT 100' RT 150' RT 50' . � LOG SILL (0.5' DROP) 30' _T _ T R VI E D. -, . i � � - S � -. -.. I �I �I � II I I : I OR I IA 14'i I_P_RQP._9_7z"_4AAP-Ylb� I__ — — I_ _ I I I I__ S A.29+54!.87 PROP. GRARE POINT= 48 65' � — — I SKEW = 9� 11' 11" II II I — --. — . —__. — —. — _ I I I I ; � I � *TIE-IN OP PROP CMANNE � I TO EX I,CHANNEL OR NO I LW v i� � �`\ �� - - - - � + u? I � $ i O�r � I p II EL�I,T�5)61 I - � � - II \ , i � !I I_ . I-B�R �� . ,- . _ i i I -I . — - JI - — — —I-- -- — — —II I � �� _'` I I _ - � Ii � � � � II � I I I� I � i. I 1 .. - _ r I i l ex.�,,os�x��,�cn,l.a,� ! — - -- - --�.. , _ � _, , � . . ;-� -__� - � L�,� a�€ a.,oas F�<ar I , _ __ _— — --- i ` � , _ ^ ` !I _.! � _ _ II I STREAhr1 BEDII _ V II I I� 4,! � �_ � �I � � � I _ - iC .. ,.�,lr� -� i _ . . . . . I � . . _ . , . I . .�` � . . . � _ � . _ �. . _ . .- .. . _ � -1 � i -- T ----j - -- Pf�OP._ I_I _I __ I I I I i I I I- - I . $TREAM I �516L---- i; I j � �ATTACH 1 SILL B D I PROP. INLET I i � i- I i 1 I EI:EV 32.61 I I I I __I_ � '�2;�,��-I I (�URIED 1'J SLbPE OI.016 FTiFT �. �� I _� PROP. OU�fLET�I - I I. ELEV.=30{50 - - . , - ----- LOG S'ILl I I_. . ---. - . _. _ I_ . . I_. ._ _�B�RIED 1,.�- 0. ' R P I I , i i , I � i _ I - �- i- - i : I : : SCALE HORIZ: 1"= 50' VERT: 1"=70' WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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) (tt) (tt) (tt) 1 -L- 46+95/49+28 84" CAAP 0.04 <0.01 2 -L- 98+85/99+39 30" RCP 0.03 <0.01 0.01 0.05 <0.01 230 10 3 -L- 100+g7/105+53 72" CAAP 0.40 0.01 0.08 4 -L- 158+32/160+27 54" RCP-V 0.06 0.06 0.07 5A -Y10- 29+37/29+63 96" CAAP 0.01 <0.01 97 10 5B -Y10- 29+37/29+63 96" CAAP <0.01 <0.01 39 33 6 -Y10- 20+06/21+07 0.02 <0.01 102 12 TOTALS: 0.49 0.07 0.16 0.12 0.01 468 65 Revised 6/4/15