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HomeMy WebLinkAbout20120935 Ver 3_Application_20151015�w+STAt{q,' � �V �=�`�� : � � �_� �� � ��� ������ . :��:;: STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY GOVERNOR October 12, 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: Revised Request for Modification to Individual Section 404 and Section 401 Water Quality Certification for the proposed construction of an eXtension of SR 1163 (Old Georgetown Rd) from SR 1184 (Ocean Isle Beach Rd) to NC 179 in Brunswick County, State Project 6.231023, TIP R-3432. 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) Request for Modification to Individual Section 404 and Section 401 Water Quality Certification dated October 1, 2015 The purpose of this letter is to revise the permit modification request, dated October 1, 2015, for the above referenced 404 Permit and 401 Water Quality Certification. Please replace the permit drawings provided with our latest request with the enclosed revised copies. The following addresses revisions to each permitted site: • 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. The ditch block and special lateral ditch from Site 2 to the ditch block at 100+50 LT will be removed. No additional impacts to jurisdictiona] resources; • Site 3. Riprap will be added to line the ditch from Station 106+00 to 108+67 LT, additional riprap will be added at the inlet of the main culvert to fill in the hole 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 created by construction of the culvert, headwall, and wing walls. There are no additional impacts to jurisdictional resources; • Site 4. No additional changes or impacts to jurisdictional resources; • 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 perinanent fill; • Site SB. No additional changes or impacts to jurisdictional resources. 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, 7 �,,,,�_ ......--,_�. ��.� ------. ��- Richard W. Hancock, P.E., Manager Project Development and Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List 7 � � � � � � � � � � 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 WETLAN D PERMIT REVISED STA.164 + 00.00 -L- END TIP SURFACE WATER D RAWI N G 10�0 8►�Z 015 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 ;�� SHAILOt�7 p1 �IiY L ds,�n� � — � — � 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. 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ET Ux � �v � --�� o � O ROCK FlLL IN POND O� SEE DETAIL N I '''ccc���,,,��� PECIAL LATERAL V DITCH '�L'- 'SEE DETAII L \� � ROCK EMBANKME T QSEE DETA� HH � \ �Q F h , v � ��T� d� � Z �, �r �/ � � r- 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 DETAIL OA SEE ENLARGEMENT �ATERAL BASE DITCH iNO,�a s�oiei � DENOTES IMPALTS IN b SURFACE WATER RM' SHEET NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER ������ `P°"°' PERMIT DRAWING -FILL IN SURFACE WATERS (POND) G��U�' '' D 3` '�` �_�°�� �7�,�g���yy�� DENOTES TEMPORARY p Q B m��. o= i Fr. Clll.C.(.CLd IMPACTS IN SURFACE WATER S H E ET O O F �/ B= 2 Ft. ` � _ _ 6- 5 Ft. \pe o4 Lincr= Closs B Ri -RO \ j Q -L- STA. 106+00 TO STA. 108+67 �LT) � � / � RIP RA �� RIP RAP � o,� REVISED 1Q/I?1Z015 � LNZIE CL�FTON TFIpAIA$ /�� �� � � � / / YARY ��(Y MIGFALL CATNERNE MORRIS I;l. ET AL � � \ � ke�9 ECHANIZED CLEARING � � '� g� LATERAL 2' BASE DITCH � SEE D,ETAIL OA EX AVATIO I WETLAND \', �' � � �qTERAl2'BASE DITCH /� SEE DETAIL P SITE 2 �� � � 0 �' ��' 0� ROCK CHE K DA \ / / '�� � R SITE 3 � / — Q�� 1 rstr _ LATERAL 2' BASE DITCH _ ' 1 SEE DETAIL O � ', `� � �� /— wt. � _!J1.. °' SITE 3 ,-� � ------------ R � � � • � �� � — ' � CAV ON IN WETLAND '� W LAN D �� ��'1„"�s' � — — — BURY PIT� o_ _ � __ / �� � \ � � c�eH rar�000 waunus � SPECIAI LATERAL 'V' DITCH `� SEE DETAIL A ��RIA R�I�EI�EL �// S� FILL IN WETLA �� � � ' EXCAVATION IN TLAND � ,�� � ,L� MECHANIZE CLEARII�k� � M�CFiAM�ED CL 0 NG � � �ILL IN� LAND � �� �� � LATERAL b' BASE DIl W/CLA55 B RIP RAP EST 770 TON$ E$T. 370 SY FF 5"cE�DETAIL 5 v� JOMN FENRY F�L,ET FILL IN S FACE WATER��� � \ T PORARY IMPACTS " � � �� CE WATER 'n,_ , \ / \ � `� � � � �� _ ' � / � � �� � � � � � � � � Noaece �.oeroe�s.Et u \ � � \ � � � � � z \ � � � � � ` � � \ � � \ � / \ � � �� � �� \ _ BURY PIPE 1' FILL IN�WE�LA ----% � �F� . ��_��� � � � � �� �� %�� LATERAL 5' BASE DITCH SEE DETAIL D „ �0�e� rR iSF'O . . F�i��'l � �I S � � I / � � ° ` '�-��/ �s <��ti�y � / � � � � s � °�,'� %' � tir� ` �� � e�� �� ,oS.Z �3 �3 � � � :,� ^� ,d5;'< `,�`�� � � I E�� � ������` 3��°� A � r� y � � � , . � � � � � ek�� / � _� � � / s � i �`_,�� �3 /``�� �pF .��� 200� ,. � �,' . / ,� �� cr��r�i�iic scA�� �� LATERAL 2' BASE DITCH SEE DETAIL P �--=� � _ . � ------_ � � 1b PAULINE CRANAM o� r— 0 �"� w w N W W � 0 Q 0 0 + � F�Q- N I �.I i W J U F— 2 .a r� �. �' FOR -L- PROFILE SEE SHEET l9 zoo� OI� � � � � � � � � � � � � � z LEGEND rRe-.�q.�2_`�_� >�(Q ��� � � DENO N WETLANDT��N\ OO^ N'�' SHEET NO. ___ ROADWAY DESIGN HYDRAULICS � ENGINEER ENGINEER \ E�� � F F DENOW��SLANbL IN y� �� � DENOTF�LEARING NIZEO PQ \ � / � DENO7ES IMPACTS IN I SURFlaCE WATER DETAIL OA SEE ENLARGEMENT �ATERAL BASE DITCH iNO,�a s�oiei � DENOTES IMPALTS IN b SURFACE WATER o,�,o� � F � `P°"°' PERMIT DRAWING FILL IN SURFACE WATERS (POND) G��U�' '' D 3` '�' _,°�� Gia�.,�I DENOTES TEMPORARY SHEET 9 OF 29 B Min.D= 1Ft. Y����f�f IMPACTS IN SURFACE WATER B= 2 Ft. ` � _ _ 6- 5 Ft. \pe o4 Lincr= Closs B Ri -RO \ j Q � -L- STA. 106+00 TO STA. 108+67 �LT) � � O / � RIP RA 2 �� RIP RAP �,� j � REVISED 1Q/I?1Z015 ^ � � LNZIE CLIFTON TFIpMAS \ � � �Yc � � ' j � �L. ET AL ^ � -1�% � /^� . � l. / . _ `` - _- \ � % , �. �FR i�CY Al.i \ / CA�ERNE -40RPo5 t- -- - � _ _ _ � O � GLEDpi � N. �YIILL AMSON. JR. E i Ux •! . _ .. - - . _ - _ ._ \ � /u1 � � � � � � ` ( / \l� . . � - _ \ � � \ -, ,- .. �:. , Z � j - � , � /` � g kF'-% ECHA�ITE� CLEARIN�'� ,,, o / , ; � �%/ =��, ° ' SEEE E`AIL OAE DITGH \ \ �� 1 I I1 \ � _ � -EX A�TI���� �I W� LAND " � �, � ,��' ,,�,� � � � � � 1 I ( 1 \ �� � � w h \ i � i __ \,.. � � _ - � � .,... � � .._ ' � � . � / . �� , " /�. ''., ' , 5 I DE � I � \ \ / �,. i . \ i-� � / , � / � ��/ ./ �I�. � . � TAIL P � � - \ i / / / / I �I W �-�- ��� -,.: `, � � �� � � // �. A 1� � Z �' � ���� _ � � ; � -d! � � __ . � � _ .. : - . . 4 .. ... � L4TERAL 2' BASE DIT H ,, � ... 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BUf�Y PIPE 1' 1 �.� � � � ��— �--� _ - "'^ �� a � � � � � � "_ � __ � W _�I�_ _ — � � � '_ � � c J_ , _ - � � ��TLAI�ID �- � - ' � ., � _ _ _ _, s � � �fLL- lN LA ' � Z ? _ -- _ � �,` , r�- T - � _ �� _ -- , _ � .�� � � .�'� �� � - � ��`_ � / — _ l ' �\ � . . . . . � � _ . . � .. � �.: f �_ . . . � � ' " � , — — �� / � � � � ���' � � � H \� J �� �'* � �a — `�-/�•,�2 ••:,• �• .'•�• l / . ' Y � SEEE6ETA(LCI E�1TCH / / � \` i i �F /. , . _ r� ��. .. � y. �u i \\ I I -` \ I � � � ' � � � � � ,� � ' � ,� � � , � � , , , d�eH nor�000 w��uii�s � � = `� � , , _ " , � � � � ��% � �� � � . � - 11�... '.,� �� � , � � . " � f �, - � �, : ��� � � / �oo etir� � � _ ' . � � r� . �� . . � i � SPEdIAL LATERAL 'V'�61TCH � � % L-I ,� / . �qT� A . � ' BASE ITCH ' /C�.A55. B RIP �RAP � ; � . � � ./S� . \ F�ip �` �-""-' �'- 1) � �../� i �;,$EE DETAIL A � a / / - — � � \ . , � 370 SY F� / .. \ 0 ' �i / � FILL- IIV W'r"'�L/''� �,�i — � �A RE�EE / /... ��,/ S D . l R 1 � E TER70 TONSE DITC f .. � -' � . \� .. � / '�, � �� , . � .. � _ / �h�� � j1 � . 1 � . � � / i EXCAVATIOhJ IN� TLAND r � ; . % , �TA��S , �,I , � P.�u�He cRa�a�r � � �,�i � � ,,. — � � , � , "� � � --, 1 � � � � o� .��,� j � �� � � = � � ' � l �� MECHANIZE _�LEARI�k� ��`_ M�C�iANI�ED C� I� �/ - � / ���� � � � I �/ 's° ��,�� y'� � ' � � � ��� � \ �� � , \ � ' _ " � ,�I `� / � . FENRY11�l1?f t `_' � . �3�� � a � � � FILL IN S FACE WATER�y � � � � �ILL IN�,� � ND� � � �'"''� � � � �- � �, � � � � r� � j � � � / � � � � � � , � i . A ��� �- � / ,'� � � � ��.``;� � � �3� /� � ��. � � � � � � I � „ � _ � J�� � , � , ' � � � � . �, � , � � � T PORARY IMPACTS __ � , , � , �'�� � � , � � � �� — ` j � � . ��_ � ��. �� a' ,� � � CE WATER � ��� � � - �% �� �/ / ``r / / � � � � � ��, _ �� ��; 5;% < �.� �� �l <� - - � � �' � . � % � � �� � I �� ���� � � � � � \ � � � � � � - � �� �� o� � \ � �� � � � �' � <r— � ��� �� ' �. / � � / / � � � `�; � � � � � �� �� � �, _ � � � �� � � w, / � � -� �������<<� � � � � � � � � � � �� � ��. � i -- ����RO ;o � GLI �� o� �; � �� � �� � � �' � �� � �> �> � ,�� �����' �� � �`��° ���� " �"� � Noaece �. oeroe�s. Et u � � � �`�� , ��� �V� � � / � � � � � � �� j � �� � �s, � � � � � � / � �. � � � � � � \ � \ . . ��� � � / 0 / . i ��� \ � 1 ��� �� � �� �� / _ ' � I � � � � ��� ��\ � � � 1� , / � F�a°�,oy ��� '�/�� ' 200 � � ZOO' � �� � � � V� \ / �� � � � ��� 4 �o,� e � � � � ` � `,,�_����\\ / / 1 � � � � � Q � i � � � I� 1 ` � � �� ✓ � � ,r \ � '� �� �� � i� � �,�� q � �rnriiie �ca�� � / \ . � \ � "r��' \ - �,�T� , . � �%' .\ � FOR -L - PROFILE SEE SHEET l9 . . � — � � ! � I�'�����,��-��y • . ��►i� ���i~� :a�.����.��� � . . . • � FILL IN WETLAND F, z FILL IN WETLAND _, ___�__ EXC ATION IN TLAND iECHANIZED LEARING TEMPORARY IMPACTS SURFACE WATERS � � � I !�. .:, ''�':� ���w ��'�' �I�I�I. 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DWAY DESIGN HYDRAULIC ENGINEER ENGINEER PERMIT DRAWING SHEET 2s OF 29 REVISED 1Qro82015 STREAMBANK REFORESTATION TO BE USED ON BANKS DETAIL EE OUTLET PROTECTION � Nof �a Scale� � w=,,,,� <� �- � °�°e �'^� � ssH �'� d . Geo�ex� le See Sid No.B]6 O1 �� NfL BED Nar ab a� Length 2BF Type of Liner Class I Ri�Rap 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 NAD � � 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 <0.01 200 10 3 -L- 100+g7/105+53 84" CAAP 0.40 0.04 0.07 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 TOTALS: 0.49 0.10 0.14 0.10 0.01 336 53