Loading...
HomeMy WebLinkAbout20001432 Ver 9_Application_20111019 ��� �� � � � � � � �� � � .�`� �������Br ��..� ��,T b��� STATE OF NORTH CAROLINA 1 `� �� `1'���oSQ,�R ��� Z�11 DEPARTNIENT OF T�NSPORTATTON y�ST����F� BLVERLY�AV�S PERDUE EUGENE A CC�� GO�ER\OR SECRETARY October 14, 2011 U S Army Corps of Engineers �� v � Wilmington Regulatory Field Office ��l� lL-� 69 Darlington Ave U Wilmington NC 28402 1890 Attn Mr Ronnie Smith NCDOT Coordinator Sub�ect Application for Perm�t Modifications for Section 404 Indrvidual Permit �nd Section 401 Wat�,r Quality Certi�cation for the US 421/NC 87 (Sanford Bypass) from west of SR 1400 to west of US 1/15/501 in Lee � County Division 8 Federal Aid Pro�e�t No STPNHF 421(2) State Pro�ect � No 8 T540402 WBS Element No 34431 1 1 TIP No R 2417AA Debit $570 00 from WBS 34431 1 1 Reference Section 404 Individual Permit issued May 28 2002 USACE Action ID 2002 20899 Section 404 Individual Permrt Modification for R 2417C issued March 25 2009 USACE Action ID 2002 20899 Section 401 Individual Water Quality Certification issued April 10 2002, NCDENR DWQ Water Quality Certification Pro�ect No 001432 Section 401 Individual Water Qualrty Certification Modification for Section R 2417C, issued January 21 2009 NCDENR DWQ Water Qualrty Certification Pro�ect No 001432 Section 404 Individual Permrt Modificahon for R 2417AA issued March 18 2010 USACE Action ID 2002 20899 Section 401 Individu�l Water Qualit} Certification issued September 1� 2009 NCDEI�TR DWQ Water Qualrty Certification Pro�ect No 001432 � NCDOT has made some modifications to the permit based on soine incidents during constiuction Below is a description of the changes to three pernlit sites Diawings of the changes are attached MAILING ADDRESS TE� PHOVE ��9 70i 6000 LOCATION NC D PARTMENT O TRANSPORThTION FAX 919 212 S7HS CENTURY C �TER B PROJECT DEVELOPN NT AND ENVIRONME�TAL ANALYSIS 1020 BIRCH RIDG DRIVE 1598 MAIL SERVICE CENTER WEBS/TE WWW NCDOT ORG Rn�EiGr NC 27610 4328 RALEIGH NC 2769S 1598 S�te 5 Station 87+90(I.T/R�') The nylon net matting has been removed from the channel Although the pipe was imtially installed properly at the correct invert of 1 foot below stream bed level subsequent work for grading and stabilization along the bank and in the channel by the subcontractor caused the pipe to become perched Additional grading work by the subcontractor has also impacted the stream from the permitted areas at both ends of the pipe out to the right of way limrts (both ends) NCDOT has tentatively proposed that a series of log cross veins be installed to restore the proper invert of one foot below bed level by using the logs as grade control devices to raise the stream bed and then to gradually lower it back to the natural level as the cross veins progress downstream by lowering each subsequent vein by 8 inches It is possible that the depth to rock at this location may make this repair impractical As was �' � j fdisc�issed during a phone conversation between Art King Division 8 DEO and Mason Hemdon DWQ°we may need to revisrt this srte at a future date after we have had a chance to observe the effects of flow through the site As you are aware this channel has intermrttent flow limited primanly to rainfall events The actions above will cause an additional 50 feet of temporary stream impacts at Site 5 (30 feet upstream, and 20 feet downstream)to cover the areas impacted between the temporarily impacted area denoted in the plans on both ends of the pipe out to the right of way limits Site 6 Station 120+20(I,T') and 120+57(L'I'/RT) An approved temporary stream crossing plan drawrng was included in the construction plans (Sheet EC 2D) This plan is suttable for a crossing that does not require that flow be maintamed by simply removing the pipe This plan was not followed by the contractor at this location Instead an earthen dike wrthout a fabric liner was placed in the dewatered stream channel between the diversion device and the upstream end of the newly constructed culvert by the contractor This area was used as a crossing point to move equipment around the culvert during construction We acknowledge that the crossing was improperly installed and has impacted the existmg stream channel The actions above will be an addrtiona130 feet of temporary stream impacts The earthen dike will be removed and the channel will be restored to its origmal contours re vegetated and allowed to stabilize before the stream is turned mto the new culvert S�te 9 Station 178+82(RT) Approximately 10 feet of the original stream channel was filled wrth an earthen dike by the contractor as a means to move his equipment around the culvert structure The actions above will be an addihonal 10 feet of temporary stream impacts The earthen dil.e will be removed and the channel will be restored to rts original contours re �egetated and allo«�ed to stabilize before the stream is turned into the new culvert There will be a total of 90 addrtional feet of temporary stream impacts from this permrt mod�fication 2 � Regulatory Approvals Application is hereby made far the modification of the Section 404 Permrt from USACE and Section 401 Water Quality Certification from DWQ In compliance with Section 143 215 3D(e) of the NCAC we have provided a method of debiting $570 as noted m the sub�ect line of this application as payment for processing the Section 401 Water Quality Certification modificatton application We are providing five copies of this application to DWQ For their use A copy of this permit modification will be posted on the NCDOT website at http //www ncdot arg/doh/preconstruct/pe/ If you have any questions ar need addrtional information please call Rachelle Beauregard at (919) 707 6105 or Art King at(901) 944 2344 Sincerely � , ��/ Greg ry J orpe Ph D � Environmental Management Director, PDEA Cc NCDOT Standard Permit Application Distribution List File R 2417AA , � _as r+.��.'..�`.ati.. ����z r�;���w 7�...T MO EfT RE3tRWCE NO 9/FI1 NO � � R 2417AA fC 9/CDHSt 9 C— pw sicEr no 9 \ Pi5lo 85r33.di � �o.. n� c�, �r,o�„c p— 2Z25 �09'(47J �' �" E'"�'� D - O 3d U0.(1' � L - t 185.60 r 2z�,�q R /l�59Jb tc[nu si► �s Sf OA2 V lOMPN 25x12x3 24x12x3 1 5 mch Slummer 1 5 tnch Sk mmor `(7 7'v ,�'�(n 1� ��W �'" with 0 375 inch w�th 0 375 inch Onfico Oiomoler Onfic� Diametar � 4 k w��r 4 ft w�ir � ��w�� ID 94 F ID 95 f ' �^�!r t��,n�+ ��,qL1 JO EPHNE H�11 �CK rj��'NV� �r� o� zs rc: EE�u Oi CN 1 i f L / �� RA� � EST �J TON$ ES 1t1 SY fF ! � SEE DET 0. � � p u WiCH � N CI �R�R ► K t a ti � � ES i! TONS � �t N� EOaaRDS t t ES SE SY F � OE 72 IG!�l � f SEE OE7��L I ��� � R T SIqE t � / � f/ � — �� � � 1� ( V E�SE¢HApNE \ O � ,�r�� } r a t�b0\ O � � ', ���� � / �' T , !�J � ..' �. l/� 11 � \ � fEC 10 'L � / _ 5 � E ►R 7 � EET� f �+ V ' jj / �S�\ 1 A � ! 1 / \ \ N � t r/ 5 \ T _ � � �a../ r R � L S M --�� N S {, � �� - � ti� T O O ... O ) � �i � .r O 4 °7 �` / j + i / � ct p�. F r � � a � ��� ��� Q € � � �. N 1� } ' / ' ' f �k ! - - -- J R r � I !� � � �� � / ` f z ; i � �� ' � ` � � _ � ' � , , ti �/ t � � � , � � � � 7 I � � � ��` � _4� f / z/ �� S � /�N� '�'e�t�✓'� D'�"r � � � ` ) )( r oH 8+ �(s fr � � S ' � ' /''t( � s �'�s�\N � l, ', ' ' � � s � � � ,� � , r � �/ ���� � � ��� � �� � � � - � ✓%���i � r r � � � !� � � � � �---� �(};;,�!//!/1� � 1 ; lRl� \\ ��l��;��;��� �/'''� � �f � /� 1I � �(� ;� �\� \��H M�qAR�S\ A 1 1 � 1 � �� 1 � �/ � �� � /��/ i�I � 1 \ � 1 `pe iai �c`► � \ 4 f,/ � ��� � � ��'// �' i,)``���;�, ��\�� l ��� S�\�����,��11�,`11 ��,_,`�-� - ,? 56 X 14 X 3 � �+/r //�l \\\`\\� \� \\�l � '��� ��� �1�� � r��,�k�t « �,.! n � g � 1 1 r '�� 1 5 mch Skimmer �}i)� ____ I f/ \ �� � \� \ i � � y � �1 1`1 \\� �¢-,� � � \ �� l 11 \ �\ � 1 � � l �``� � ` � ., �.r� with 0 875 �nCh ;\\\\�� \ ��� f i����)\��� � I � ` � ,`\�`\�\` ��-K`''�? .....a. .. 4 *�a � r Onfice Diameter ��\� �\� � ` � %/ i /11 1 � �� ��"� b fi weir +�J �� � � � \ ���� �� (� ` i � � � I LEGEN� �`x (Soe T��rod Sk�mmar I(�`�\��\\�� � �`( `�`���` � , �\ `�� i .� MV D SF'OULD F � Bosm Dotail� 1� �� \\ \� � + If1 O i C , , \ � \ \ M M S JO 7 I s�� ��` tic .�,� o ��''o iYIE A AT �,9 O 18 x9 x3 3s xl2 x3 �� 15 inch Swmm�r 15 mch Swmm�r vnlh 0 l25 nch vnth 0 S mch (/� , �.cr�i,�c=�'r-�'K ��,.� Onfice Diamator Onfice Diamelor �r �__ � y �,��'f' 4 fi wair 4 ft wov i �r1-''� tQ 121 F ID l22 F ��`1��� /+' I r 40 x15 x3 15 �/I �C�M1Q � !D 12 3 F MLLA4 NO�NER et 6� / / / � /� �// �/�� oa uo rc z7� \ � �\ � � V � \ t SLIX 1 7A __��,_-� � r�T s�o[�c �v�_,_��/��/ �i /'�____ \ \ \ \ A S� \�� � RS 2 `` �i/ /// `~''� � �� � �� �t \ � ..._--V--�...��' �\`1 � � 1 � � �\ so � 5 ��„�_l�f-� ✓ � � � � � a E �,��__ _ � � � , � �—�. --�—.-- � �sEO� � ; ' �E T \ ` \ \ Po����irC-'�-�..�+E/�6�i�kL� ` ��� ~�_ � -- �i l e c e r � -�� _ � � I � � 5 A I F _ �_�� - _� � � G � L t \ ...__�,.r� �.15!1- � G RL�r L �,�� - _''T$� � 1 ` '�+.—L_ � � � o r �� vE T � I ! 1��-��.��\ � �. —,� 2W 6l ---�.° � � ~ -�=` � � /` ��_—.` � S�'y S�E� .� � � ` 4 �_tt_ 2��6 p S 4t09'18�� \_� i_�` n `./ P C J 1 n � /' �e,+a � �� �� r � / / 1 /f C 1 � �URY � c i6� iH ER �r ST lYJ 6J ROfOSE 5 r'l L7E� ItG�OS£D J ,3�.`,� E ' /il G11 _ � '�` p��R� OUT�'YC4 L [�Y G1!"' GLaiDRal[ °�. TA 1� f5 �_ � (SEE DE ���V - � CL IP 1t�► � �� �� 2TN ' �� EsT 't 5 � � `�z ) ���� e '° � ie f i � s° � � � � � i \/ % r2o+ce� � �� ca° E� ziz C 7o rE�z z Est c �S � o � �1 �,� it5 O 5 RA a N S QM� ES7 2 S FF � �--� �� r ~+ � c' � u l�aR _—�__�~ 2 5 x 2 0 x 3 p � E�sa �s 600°J !� ��� L � / �-- �4s� c:TZ 1D 12 1 CG � f��ao� 1 �> � \ ,_��.t_� � ~ T S10E�4 � � � � �i � ' � � 20z20x3 ,� 22x2Ux3 „��� ' �"'i-� � w 6 ft we�r 4 ft wsir \y �� x 16 x 3 / � � � " 1D 12 2 CG ID 12 3 CG w ; � ID t2 4 F '" j y w '' \�' w � 1 � w „ � ��'��,� ,� � '� �` ! � \ � � � !�`J I 1 � /' � � \� W\\� �`\\ � � \ �r �' � �} I \ � V �� � � ��/ � � � " �� w � � w �_ '� i � a � I \� � � 1 � � W y � J„ _ _� � .. 1 tac9 � O � � � �iTH LINER (2 fT BASE 3 FT DEEP 2 1 SIDE SLOPES) DIYERTING FLOW MEN'fS WING FLOW 7HROUGH PROPOSED CULVER7 �� �e� ��� / » �� �� \ ` 'd TEMrORAAY CFUNNEI CHANGE WRH UNER F —` \ 1MIERVI�US DIKES \ /2 � J x 1 � � STOMGE — �._____--- �_ IIS CYl f — ..__ F TFJMOdARY CIiANNEL CMMGE M^TH tINER � \ `�� � � 11.4PEIlVIOUS �� � n DIKE \ ` I TDE� � '�! 'd� RO1FR uFlFIIFNCF NO ��T� (,� zqJJ� £C 9/CON5716 u L (') S�V 1-U f.1.�0 GKI"� ��p�EFf NO rD1.`iNCi ��G a il�� � �.�„S �ral�k.t '� ��"�✓ 11�.�.1..1�n%,�f�,2�k�w �'_ 32 x 16 x 3 � '�1-� � h�G'`'�'�-ti 5 1 5 inth Skrmmar wth D 5 inch On6ca Diamotor � 8 N wov INLET M►vNE� 52 X 18 x 3 �� 16 2 F SEE DEi4l CULYEaT + �d 16 3 CG � w 1 11���,l�i� 1 ' '��'�'�,� 1�� j�� w ��I,'�+��' _��`; 1. , l � ► , �,���t,��� � �� ��-,-�j�� ,�, » � � � 1 } � ! t '�� i `\��� � � � �;� I � � � ' , , � � 1 , �11 � � ��, � � .������ � � � �/� � � w ��' �� ��`,�\ � � t �/ / i�� i �� � � . �. � � � /� � ��`�------ � .._ ,//� � < < � � / MD � � I 1 ` I 5� 3� / -�.. O � 1 � / L 4 J e u a tc� ` �5 ti s� Z � 1 � � ►E � t D H \ BER SGlTI � W EE�OEi�� N ` / � �� `� C � - - H I �•� N LEE ONL (n - ~ `�� 2 �� S B�RY � 5 fi, , D¢ � ,�/ SEG 5 G 95� � / INOVERI�01 C / J_ W e N � 2i4 � zc � O . / O / !UL t CRA7G tl w, � � / � O � / ♦ � $ RAH Y C �i OI ' � 47' 18 a r�s ro So ci� a � �' AHOl ABL. S x � � /� / � O � W1D R�1 � � � � RT / � N � S7A iG J � / Q 1 � � L � r `G 4/! ► rCSMt dElOtPoS �5 CU � f / V) _ ,., I -TIY-- !1«7S •s �� 3`� Z .� ,1c5 /� �_`_�1 vr I i / � � 0 ,a ! � ro Rt I) 1r � k y E .�T. � J p rose Fe r / V � DEtAI /5p' / 13P ,� l /� � ~ =� '� �° � � / � � ro l� 1J LE /c � � � //�/� � �` I �� �� � w � � � � � �lJ � , ,� , � f '` � /��� d /����. �i� ��'"���� 44xi6x3 // / � %/f / �" � ID 16 2 CG � �'/%� /�� �� ///� ( \ �%�,�-1���--_�_� //� l /l//�� i� � �r i /" }��'�i�,`'=�= _�\ /� ° � f���� � ��� � � I i �/``''�.L/YV��� � I (�(�/!1� � i / ��� � \ �ti�f �..7E� w`� r �`,� '� �� ii{ll�l��t tj �l �� `1 t ' \ ��� i.��"--����\ rf" t w �� r ����Ilt�t���i I+ t i ` 1\ \ � -��e ��� � `� ' /� /i �ll�� {�� � � � � 1�� � � � %��'i � 1� 4 1 �"� ,\,s 1c eu.o���;__, ti`����\� *--+ i� t �' l/�f i � .. �on� rc on. � i F.— x� _,,.,\ t � � � _.,�`!1 f��'�^i�-.a.,--�.��. ,� ' 41Yyr� \\ ` J� +i 1! �(`�` i iI�`` �� �����•�` �Vi j� ( tEGEND � # �I� � �� �� ��'�� �`��\ � ��''' �V��������i`% � rxveo sR+ou�oen � r � + '" �� �__�}1���l�\�\\\ �� � � Golt t �OFr�£ SEE S�+E 1 r+C 32 \ i fOR DTCN DE LS 5 E SHEET N�5 2 f L 2 C �. �K � 7 ••—�_�� n n wl..z�mev.m r.n � w �+m � � 1 � i r�cr�rr� R-t4l aw 40lDWA Dfs [1�G1NEFl � E �� a 17 7 -� 2 9 � .� � FT BASE 3 fT DEEP 2 1 SIpE SLOPES) DIVERTING FLOW THROUGH PROPOSED CULVERT � � �f .� `� ti� c,��o ��o ��E�-, �� � -� -�-� � F___�`�_� UMEitVIOUS � a� 0 a x ° �. � �� 1 �TOtAGE noo cn -- � _-. — - c � P F � TfAVOR�RY CHANNEI �' - - LCFUNGE NTTH U+JF� R F �i EIMOUS � � i DII¢ � � cI � W �� � Y � � 4��a 1 3� ���' � �� �a � � J <O � �� �au � \�� w � w o °' .. C �c° n'r � u�� ►Wa I � �O� ►rU�( W N U N�C O HSM NWti DI-2 N K W O I 2 W U U m � r� I f M N � f � � n�� � I '�� ` .l \ � \ " �- � i � H ' � j o ` °` i ZI � � t J � � n. / �� � / � � W � u < �Y I O h � LL � I . � � � � � e u u � � J � d � � ut / � <o � 0 �