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Home My WebLink About20171047 Ver 2_In-field Modification_20181217� .,;�..', .... .� Environrnentul Quality xov coo�rit Go�ernnr MICHAF.I, S. RE(iAN se��ei�„�, LINDA CULPEPPER nv�e�m�� North Carolina Division of Watcr Resources Transportation Pcrmitting Unit ln-Field Minor 401 Water Quality Certi�cation, Buffer Certification and Isolated Water Permit Modification Project Name/ TIP Project No.: _� �rU��r-�� ' 3 � J �I� ' J(c ��f Date: �`/��/� � .� DOT Division: �- County: {��''-u�{Or � DWR Project No. / PermilType: �-O I% ��i� 1 V. z- DOT Staff: --�r �� r' �`' � DWR Staff: � U 1" [ �� /'✓(;. f"L� �� n 1 ACE Staff: � H DWR Regional Office: Wi,iSh i'n�'19C (� 1 In.�_ rn,r,r��.�..li_�fGn �il�V��{.� ��ih(� 0.. '�cr �' it.Vi c�' A. C.�t'�p�l`� iYl C�3�-G� L 1 � V/'S�(�.�It� f()Oic.�i �L��'' � �7 (�^- i/', i'I'1C�. n�� C'vic(�(Li� �'p Cl � J:(1�� jV j�' C��S�G�� JZ � . Modification Sketch: �Q�_ r�,��s�_�I pi�,�� 5�, ��s �ti�k��ad. This in-field modification is required for the following reason(s): .' Nrnl�iny Compares Smic ni Vunh Curolinu I I-m irnnm:nial 1 �uulil� 1�17 AidJ Sei�iccCaner. It�,ilcieh. Rorih l'urulin;i'_7o90-151� In-Field Modification Page 2 out of 3 ❑ The information contained in the application or presented in support thereof is incorrect in the following manner: ✓ Conditions under which the rh.e ntC certifcation was issued have changed in the following manner: h.�� a ncr��.'t u� t,(tSi�L,IQ� rr�n�lt;rdt� O�i�'(6�- This in-field modification is valid only if issued by an authorized agent of the Division of Water Resources, Transportation Permitting Unit � in R�a,v��a^b County. The project shall be constructed as described in the Modification Description and Sketch on Page 1 of this document datqd Iz i 7 Ig to improvelconstruct the section of ; c that extends from N i: c� U�Gl,l n.-- . The approved design is that described in the Modifica ion Description and Modification Sketch on Page 1 of this document ated z. 1 . Any further changes to the original Water Quality Certification dated IJ +'7 � � may require a formal written modification request. The description of the proposed action provides adequate assurance that the proposed action in the I r— I�G m � i Lv River Basin in conjunction with the proposed development will not result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate the applicable portions of Section 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set forth. Should your project change, you are required to notify the DWR and submit a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying with all conditions. For this approval to remain valid, you are required to comply with all the conditions listed below. In addition, you should obtain all other federal, state, or local permits before proceeding with your project including (but not limited to) Sediment and Erosion control, Coastal Stormwater, Non-discharge and Water Supply watershed regulations. This Modification Approval shall expire on the same day as the expiration date of the corresponding Corps of Engineers Permit. Conditions(s) of Modification Approval: 1. As-built drawings of the proposed action shall be submitted to the NC DWR Transportation Permitting Unit within 30 days of completion of the action. 2. All the authorized action activities and co ditions of the certification associated with the original Water Quality Certification dated o i� I� and all other corresponding modification still apply except where superseded by this certification. 3. Additional Conditions: Thic in-fialrl mnriifica4inn authnri�ec thP NCIICIT tn In- Field Modification page 3 of 3 Failure to construct the proposed action as described in the Modification Description and Sketch on Page 1 of this document and/or violations of any condition herein set forth may result in revocation of this modification approval and may result in criminal andlor civil penalties. This modification approval shall become null and void unless the above conditions are made conditions of the Federal 404 and/or Coastal Area Management Act Permit. If the Corps of Engineers requires a formal written modification to the 404 permit for the proposed action, the NC DWR must require a formal written modification to the 401 WQC, and therefore, this in-field modification is invalid. If additional (wetland, stream, buffer) impacts for this project (now or in the future) exceed (one acre, 150 linear feet, or one-third of an acre/150 linear feet, respectively), or if mitigation is required above and beyond the current mitigation requirement for this project, this in-field modification is invalid and a formal written modification is required. This in-field modification is effective upon the date the last party signs this document. This in-field modification is made upon mutual agreement between DOT and DWR as indicated by the signatures below and is, therefore, not subject to appeal by either party. Appeals by third parties must be made within sixty (60) days of notification pursuant to the contested case provisions of the Administrative Procedure Act, NC Gen. Stat. §1506-23 et seq. DWR Staff Signature: �!'�CW (�Gu,G� Date: �2��? �/� � DOT Staff Signature:� Date: � a � �� / Staff Signature: Date: �— An authorized agent of the Transportation Permitting Unit is defned as DWR staff that are DOT-funded and review and issue 401 Water Quality Certifcation for DOT projects. These staff include Central Office and Regional O�ce persannel. ..;o��; yrn,; 5.. 5- U�.Y fla��. 30 20 10 0 DEiAIL 1 F!� illSf SVMP - _ I�++I�.. $,olzl �• � � �� VI � � GI { v�r+.-a oz�n� .____.-_____ . .. i- su i:+�s u -L� SiA i�80 Ll �o�o i t5�1 ll . ?Ofi II UETAIL ] SPFC1��1 IAiERAI V UITCH � �� cA iRON. A- Si� 16�0] 10 511 IB�00 Yi }INTB ��;o�;':�:o�'��'a;;�: ,:;os +ll I � �o ir u i , i ' 6i 88 _f oari.i i � � ,n . PELOUIE FXI51 I � . USG$ MONIiOPING � �':'�-� Si�iION � I � If ` 1. so Do -5- xeMwe nisr � ��QQ �J� �. CONCRRERBIIiMfNi I I� SI�J Li I ]i 00 L- ��^55 ','xIP veP I Oa I L esr � o� so oe �r -� en io arer �! o-a� �r � ��J 1s OOCO L �IM I INC i rv" o� 60 Uo L'� \� . I :p tN� 1 /4�� 'i�� SPECInt GPepE ORCH ` � ./� ^I ,EE�wo�ssE��o�� 3� foA o slzuC ION 1 , ____ _ POfIPPFR vit� � - , �' SPUE� LC � .' E � 2 1 "w > , ��-' � { f 0� � l .,,�-" - � : �Y� »r Hv ni'C� � 0 0 �=�F's� a-N . � iw.,ea . zE ,N � , �IN a�„ . 5'�pd� r� c ' __/ 5 __� � � t � � � � �� . ( I J � - f aoo� � 30 00' R I -d3�3 L-1 0500 RI �� 05 /3 -L- iC 00 Pi 6ti 00 PT... OQO vi li Ci RIGF(! �DITCN - ---- BM10 RR SPIKE IN BASE OF 24" OAK -L- STA 16+02.40, Y7.44' RT ELEV. = 11.41 . . i._ _., � 430OU l �noo�kr �-� �i �2'Gl I � . IAANSIIIOry 'lONE C455 " R P AAP E51.15 ��GF ESi ]0 SY f%UVALION LIMIi !I1 ELEV. = 24.55 LL Y/ T F ii�i 1 e 1't v �fJ�� . uu'; /�l ; .A., ::f.vt .-.� �{ ;P.; �,,,, l i Y 1 oM �" . �----r— � � �7i i � 9 k ' �' ,�—^�� i f � � �t . -� ��, o�o� _� m,.- � , r � � c a— vp�' e ' V ` .. ;t;.r�:. ��= / ra n \ \ s .i. 1000 R� )39/ L JD RTQ !iA l I 'vp 00 PT Sale� -L- 2'af0 1�. � E9 46' kT PEMOVE E%I51 CONCPEif ABUIMFNI . 581ioIhHES.p�o � I'� � PI - 15+70.00 EL = 16.00' vc = iso K = 85 V = 50 MPH WS EL.= 4.0' SURVEY I1-4-16 nrvlu .;r nc , ' ' I i�� I ��I Cfll N'(i17[l� ��1.' . � i_`. . � , F7 77+(7l�rrn � , ( �, .__ , `Bi 9r.�ra� -�i� ,9ru�'�' �, I I� � _ _ ' { ' .i . . . . � � il �� I� i Ill � � I._ II I i� III II lil I . i� � . ...i� I I �' ,�:. .{r� �',._:.- ��. '..I.. i � :"_. i , i� " i - �.. 11+00 12+00 13+00 I 4, I . �. _ � ;I ' 'jl� � � s-:>. _ i I � i/ � �,�z�qsiwo _..(.(�jo5000i.. �,. I � n I � ��/ + I Pi= v,nnnn Q EI = 8.38 N � � END SPECIAL BEGW SPECIAL �p7, �V' DITCH RT _ LOT.'V' DIiCH IRTI --PI = 18 r00:00 � EI = 8.68 EI =- 5.78 :7 ,I, � I !.:I II � I.- 'II ; i� �I� I.� i� I �. i . � I� i ��,� � �� I� I It; i ,, ` i I I Q �� / ao l PAOIFC! PEFERENCE PLANS wuumov �OCUMENT NOT GONSIUERED FIN�L IlNLE83 ALL SIGNRTURES COMPLETED BRIOGE HYDRAULIC DATA DESIGN DISCHARGE = 1900 DESl6N FREQUENCY = 25 DESIGN HW ELEVATION = 8.3 Qr1SE DISCHARGE = 3490 BASE FREOUENCY = l00 BASE }1W ELEVATION = lOJ OVERTOPPING OISCHARGE = 2730 OVERIOPPING FREQUFNCY= >50 (+) OVERTOPPING ELEVATION = 10.0/ DA7E OF SURVEY = ll -4-20/6 W.S. ELEVATION � I � r �� AT DATE OF SURVEY - 9�0 � i I' � I �`� � � � --- I � I I�� . . . . �i ��. .� I II��II I II� � I I �..�.�.. ��..I I�I� . .:. 1�1 I . � . �i�� . j�.� i �I J ,. I . 1� ._1 � . . ,._.. 14+00 15+00 16+00 17+00 18+00 r CUSS I I /FS! ] ION � � f5! 6 SY i ��0 YS 65 9a I .L �o= ia vvs '�as9 [Y� se eo. _ �u � 0 u Ll IAPEG RYr �0 l 1 15' W � � 3E�B41W5 � 'JJ r 1 . s � �� 90. J I � i �PUt . v- , CUre i�� IUE . ' ;, y ♦ '^ .e r � i i � , ^ 0�0}ON j� � - � � �� i u . .,e ' �oro1�� a isvcwn,(�! c__ f� Sj('4Y56PE et� F _ll , -�' ,*^ � �= `�, t` ( o isP ` r ao_co.- �- _ . §Nc. � ' �o_ca� .r � � . a r � oh ' ` � SPECPL U1 V �R<H � 9 a SEE DE9.R ] oeo -�. b �C Vi �[ L [PANSIiION SIONF `J �� C�A55 I xlP cAP -' [9 �0 IONS ESi.]0 SY Gf 000- ssF )Ivil ELEV. = 11.60 vi - ie+so.00 EL = 12.60' VC = 120' K = 65 V = 40 MPH 19+00 CFS YRS � CFS 30 YRS F/ CFS Zp YRS FT 10 F( � SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT