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HomeMy WebLinkAbout20100752 Ver 4_401 Application_20160928 Carpenter,Kristi From:Dagnino, Carla S Sent:Tuesday, September 27, 2016 5:11 PM To:'Steven.L.Kichefski@usace.army.mil'; Chapman, Amy Cc:clarence.coleman@fhwa.dot.gov; Cynthia VanDerWiele; Joyner, Drew; Militscher, Chris (militscher.chris@epa.gov); Monte Matthews (Monte.K.Matthews@usace.army.mil); Tony Able (Able.tony@Epa.gov); Al-Ghandour, Majed N; Koch, Thomas K; Carpenter,Kristi; Chambers, Marla J; Mellor, Colin; NCDOT Service Account - Roadway Design; Pettyjohn, Michael A; Slaughter, Johnathan H; Staley, Mark K; Wanucha, Dave; Wilkins, Ronald B; RaSharon King (rmking@tva.gov); marella_buncick@fws.gov; Barrett, William A Subject:Permit Modification Application for R-2237C Watauga/Caldwell Counties Follow Up Flag:Follow up Flag Status:Completed The Permit Modification Application for R-2237C has been posted to the website. The electronic copy can be viewed /downloaded at https://connect.ncdot.gov/resources/Environmental/ Named: R-2237C MOD Caldwell Watauga September 27 2016 Thank you. Carla Dagnino Western Region Environmental Program Supervisor II Natural Environment Section Project Development and Environmental Analysis NC Department of Transportation 919 707 6110 office cdagnino@ncdot.gov 1598 Mail Service Center Raleigh, NC 27699 -1598 1020 Birch Ridge Drive Raleigh, NC 27610 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. 1 Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 2 Transporrntion September 27, 2016 U. S. Army Corps of Engineers Regulatoty Field Office 3331 Heritage Trade Drive Suite 105 Wake Forest, NC 27587 ATTN: Mr. Steve Kichefski NCDOT Coordinator PAT McCRORY Governor NICHOLAS J. TENNYSON Secretary Subject: Application for Permit Modification to Individual 404 Permit and 401 Certification for the widening of US 321 from SR 1500 (Blackberry Road) to US 221 at Blowing Rock; Watauga and Caldwell Counties; State Project No. 6.739001T; NCDOT Division 11; TIP No. R-2237C $570 WBS Element No. 34402.1.1 Reference: - Modification to the 401 Water Quality Certification (April I 1, 2014) - Individual 404 Permit Modification (July 24, 2012) and 401 Water Quality Certification Modification (July 10, 2012) - Individual 404 Permit (May 26, 2011) (Action ID: SAW-2002-31262) and 401 Certification (March 9, 2011) (NCDWQ Project No. 20100752) Dear Mr. Kichefski: This modification request is being submitted to address the drainage issues on the southern end of the project where piped stormwater leaving large fill sections has eroded private property downslope. To correct this, NCDOT is extending the storcn drainage system to Bailey Camp Creek in two (2) locations, referred to as the Blackberry Road revision (Site XIII) and Bill's Lane revision (Site XIV). See attached topographic map, plan sheets and updated Impact Summary Sheet. Blackberiy Road Site (Site XIII): There will be 20 linear feet of permanent bank stabilization impact to Bailey's Creek for the placement of a riprap dissipater pad at the end of the extended pipe. There will also be an associated <0.01 acre (80 linear feet) of temporary impact for dewatering (dike and pump around). Grading will be needed on the slope (for equipment access) to reduce the likelihood of distiu•bed soil entering the stream. . �Nothing Compares: =� State of North Carolina � Department of Transportation � PDEA-i IThual Em�ironment Section 1020 Birch Ridge D�ive, 27610 � 1598 �lail Service Center I Raleigh, North C�olina 27699-I�98 919-707-6000 "f 919-212-5785 F Bailev Creek Site (Site XIV): There will be 20 linear feet of permanent bank stabilization impact to Bailey's Creek for the placement of a riprap dissipater pad at the end of the extended pipe to reduce potential erosion at Bailey's Creek. NCDOT does not propose mitigation for the bank stabilization impacts, as it does not require fill in the stream bed and therefore, under Section 404 of the Clean Water Act, does not constitute Loss of Waters of the U.S. and is not subject to compensatory mitigation. Furthermore, the proposed bank stabilization is needed to prevent erosion and sedimentation by preventing bank destabilization and thereby minimizing impacts to the environment. A copy of this permit modification application and its distribution list will be posted on the NCDOT website at: httE�s://connect.ncdot.�Tov/resoueces/EnvironmentaUPa�es/default.aspx If you have any questions or need additional information please contact Mr. Bill Barrett by telephone at (919) 707-6103 or by e.mail at �vabarr•ett�i�ncdot.�ov. Sincerely, ��a �� �WjPhilip S. Harris III, P.E., C.P.M. � Natural Environment Section Head cc: NCDOT Permit Application Standard distribution List Lane � ; �=� �_;���11�1��i; � � . w � � � � .:;:. —L— POT Sto.354f00.00 BEGIN CONSTRUCTION ' _ .. .. � . � _ . .. � :, � . • � �. • / � • I � , /�.000 Srat csures : � — �,_,.,�, I_ J : lJ �`�' ku7�•,:.,, .. . az.so- � � .. .. � � � W �\ ��° C \ N \ • � � e \ �\ �.,�y z JOSEPH CLAYTON �1 � ,n, DENSE CL4YTON �sFo .f ��*�0 —� �L"J PANELA CLAYTON '"B�"�' � G--�l � �Eowno x.eou� I CJ fl ,b�� 5 e ................ � i i� O —�i3 � w� � ��I �3 � _ — _ — — Nzero6•zs'e — — — — — — — — � � •(+,— — cxisrxc wN ` ., � _ _ - _ _ s.2?�— — — — — —. =..=..=. = s;s . .. — — — — — — — — — _ ---- — --- 64�— ----- - � --- ------- -Nrs�3'3�2$l-i�V ---1=--------- ac �—_�__ _ _ � _ �_____ _ ^ __—___�__�_—__�fL . �cw — — — — — — — oorsTxc wx � ~ — — — — —12.12 ` �. ..w...,._.._3' _ _.�� _ _ _ ___ �� o,�� ._ _.=—?—= ± � �= r.'�T un TO /W 4 •�— R/W TAKEN FOR R-2237B �� 9 N � N0a'syo'.is'� \ NOTEr SEE SHEETS 2/ & 22 FOR -L- PROFICE SEE SHEET 34 FOR DRNEB- PROFILE 3 SEE W-I THRU W-2 FOR RETAINING WALL l o \ N p y � TFRRY RR�TTON \ �� \ \ \ \ _t \ B �,, � 3E20' 31.9'E 74" CSP 59>tl]Y�$ . 21��.8.•�....�.�� � � PwLu' CURIEx . „ ol3n O .. .. .. •• " . —L— POT Sto. 35&+00.00 �� c. sww�H J TI� PR JECT R-2237C � o,o � i F ��---� '�:_ � � F F .on �n/ _ssz�ras•c 1 ssrie�ae� ssm• .wr o fl � 0 0 . ooQo Q o $�Q p � p � I fl ° Q � O p � � 8 OA. 94" CSP WG E. KATHRYNE AIILIER 23 r SHEET �d�nGAq��y�4 ��qnwuniqi F1N�.�.�..0(� i�� c4�� CAAO(�ii � •�essi" '� • .yp `i54/'�'� `~O $ �! � ``O $�. ` � 18903 $ 010870 � ti'vG I NE'��'�P.9 ��� I NE�4,�;c,0a 4� �� k ��a �� �T� SY��,,a� �pmnui� �rquimN� DGCUMCNT NOT CGNaIDCRl� �INAL UNL6sa ALL sIONATUR6a COMPLBTBO ?� b�`o �1a4 y � ` \ . ,� — — — —; � ;�^s`�� -� -� a,•� �,a �. ,���� � � ` i �_.�.��t� .� �� �::7.. ! ��`".,,--�-- �, �'.,; � � ���..��.....•_��.�.r.�,�, s,�r ��:1f � _._:.-_.= :_.,_ , �?�_ ra i' + � i �r+� '��i_�r��, ,�'���-. ,�.-.- ���'� � � r•. � . � _. a�� �/y n � ry � � p / � �,,, �\y' .. � � ��� F� � ' � \\\\ � — ' r .' • \ � � �� a �� �� � � � �Sa � �+,�,, �' o� Na s,�,.'oa, �+�'^k:f ,yye ua\� h�� . . .. .. , ``� • .. .. � � � � ��� Q � 0 lAUN � ET �L x F i � � if �J1� ��E " � S 0�22 T49� E � W -l- \ ` 24 CSP \ � Q NG�LBOWS � BURT L4 YYER$ `` �� MOINT�N Yt 1.iUq NC � i3 .. �� =� .. .. •.����'_J_N�1006��7.� \ I\ -._..__._�� e����. a�'"�' �j�" 5 NJs•+at��, Hse:a•wM , uz_� „�' � �� '3"'' � ' _ ' \ �. � '. "rcac i ' � th�° \ � L..� �+a�r ' s� . � . . Q ����.... .. :. �SQ �Q BUBT M.NYERS � ' OB 968 PC 0792 O SITE XIII � DENOTES�IMPACTS !N \ SURFACE NATER �DENOTES TEMPORARY IMPACiS IN SURFACE WATER \ 100' 0' 100' .IdN � JONE9 \ GRAPHIC SCALE Q W Z Z H ` r� / 686.00 ! 447 /Q \ �POe .,, c.�i ST.=4 70N5 P.P.-17 SY ROD AND LUG� CONNECTORS OC `/ ;: 0�3 P�fr N /� �'����. DETAIL RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Gimd� 1.0'ml� 1.5' GEOTEXTILE TyPs af Llnero 4 �• DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER �����..�� �. � � �. ��i � �� JERRY BOUCK �^_�Qd aaa d-i�z ``—� --�t S�01�3NN0� y- � �m aNv ao� '�z a �� � ��� ,�o � 5zb - �ti / ���� AS ZL-'d'd ,. / SNOl 1�='1S3 �'� � d�,�il �Oa b'-�J �o '�S�k.� SMo��y Z z� / aS� ,�� �od / � � �� a / � � o / LZ1� / o / / / / � 1��c��� / / DIVISION OF HIGHWA3i5 / CALDWELL� WATUGA COUNTI / PROJECT:3��02.1.1 <R-2237C) // / � � � n _ r Z rn � ♦ �iv�(��'(�((��//�� �_ �08� � . � I . 4;:�:� \ '� � \`�� . � RIP A� ENIBANKMENT � to cals) �e��' 1�4' I "�1.5' �� � � � �y . ��i���E 9LL B , �' Type of � er= 4�NS, �Rl Rap Z Geofextlem 7a �� � es�z- \ � '0 v `��`a W � �--- �DENOTES TEMPORARY Ny e�Z� ti9�Z,— IMPACTS IN SURFACE WAT R �DENOTES IMPACTS I��� e��" SURFACE WATER "� �� � � H ���� ���� 100' 0' 100' � g2- / GRAPHIC SCALE r � � _ r Z rn A � ' � 1�1 ���� � DIVISION OF HIGHWAYS CALDWELL�WATUGA COUNTIES PROJECT:3�4�402.1.1 <R-2237C) SHEET OF 9// 22/ 16 � � � a � � \ � O b 06�968 PC OT� � "1_ PB 1� PC 4E 10 GA 74" CSP NGFLBOWS ROD AND LUG CONNECTORS _ 10 6A. 44" CSP WiEt ROD AND LUC CONNECTORS oa �� � � ' r'^ E�X�I ., � � !G _ .._WI " J�f 44 �CSP NGELBOWS \\ \ M � -ORNE8-- Pl Std i0+80J9 /�l Sto 12+5/24 �= 22' 40' IST fLT) Q= 50' 90' S2T (RTJ D= l4' l9' 262 0= l43' l4' 22A' L = 15828' L = 35.38' % = 80.19' % _ 18.9'�' R = 40aAD' I# = 40A0'� �p5qa . �� � � � � o./ /^ `\ O+r : � � � a � � �� � ` � � . 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SR DlT�IL'C' W � �� � � p�., a r � B,DEICM � : � �,�' . � \�� /� \7_UTEM,I,(BASE DRCM ��IQ�YW 0.GAFFx.SR. .4 TONg 0! il9Po NS , 7 SY PILTER f� / �`: �� ��� � �^ri �'� �� � ��. �1 �<�, • � . �' � �"t� � � . = � � �, \���,,�,�,'�1 � �� , ,� ���r,�1�a� • . . _�'�� � �i �� `� F F \ �%l�$i R �g ,�, � !6T �7 TONS lST.77 SY PILi! ei� —�, � � __ _` ._...... __ S e2Z0'23'E r _` _`_ __ _' 201 —+__-___y _�. �_ ROY GENE FORD � DB 135� PG 58� �,l ��'� /'�! T / �,� ""° ��' ^ ^ . / � / \ / ```� zusjrx �"- �__r-�--_ _-�--��- � �,� ��1 n � I T E X I V \ 6�ySj � g r OB 690 PC 089 \ `\ �6/tl� � lGSE IN` FJ'SEffN� � � ;� I N pg �t 5 P� �� \/ DE NO TE S I M P AC TS I N ;, / SURFRCE WATER 0 � :� �� ioo� o• ioo• GRAPHIC SCALE � WETLANE7 PERMIT IMPACT SUIVEMARY WETLAN� i�V1PACTS S[JRFACE WAT�R IMPACTS and Existing Existing permanen# Temp. ExcaWation Mechanized Ctearing Permanent Temp. Channel Channel Natural 5ite Siatian Structure �i111n Fillln in Ciearing in SW SW Impacts ImpacEs Stream No. (FromlTo) Size I 1'ype Wetlands Wetlands Wetlands in Wetlands Wetlands im�acts impacts Perman�nt Temp. Design acy (ac) (ac) (ac� (ac) (ac) (ac) (€t� (ft) (ft) f 385+7Q TO 24" CSP 0.02 <0.01 294 36 3$9+45 -L- ll 403+3Q -L- 36" CSP OA'i <O.D1 119 33 If1 442+00 TQ 54" RCP 0.01 0.�2 �.01 0.01 15Q 43 444+D� -L- BAIVK SiABIL]ZA71DN 90 FILL 1t� STREAM <.01 53 [V 444t65 T� 0.0? �.02 Q.01 OA3 0.01 317 �fi 449+50 -L- V 451 +40 -L- <0.01 �0.01 22 6 �3ANIC S7ABILIZATiON '�� V] 495+2Q Tb D.D1 0.03 294 498+15 -L- VII 523f33.5 -L- 2 11'X8' RCBC 0.01 O.Q4 Q.01 12$ 26 SAPiK STABILI�AT[ON �z VUI 528{4D TO 30" RCP NON-JURISDICTIQNAL 530f5Q -�- 15" CSP T�TALS; 0.09 p.03 �.�3 D.'f 5 0.04 1429 190 W�TLAND R�RMI� lMPACT SUMMARY WETLAN� 1MPACiS Stif�FACE WATER lMPACTS ar� Exisiing �xisting Permanent Temp. Excavaiion M�c�anized Cfearing Permanent Temp. Channe€ Channel Natural Sate Station Structure Fillln Fillln in Cfearing in SW �W Impacis Impacts 5tream I�a. {FromlTo} Size i"iype Wetlands Wet9ands We#lands in Wetlands Wetlands impacts impacfs Perman�nt Temp. Design ac (ac ac} (ac) ac (ac ac) (ft) {ft) (ft} IX 54Q+20 -l- 42" WELDEL� O.CI'1 �O.Q1 133 10 STEEL PfP� X 553�-50 -L- 30" RCP OA1 <4.Q1 59 19 �0.01 <O.C31 25 1� Xl 555�-5Q -L- 15" RCP �A4 XII 561t85 -L- 84" VVELDED a.02 <Q.(l1 Q.Q1 56 84 STEE� PIPE Xlil BLACKBERRY RD. BANK �0.01 0.01 20 80 STABII.IZATlC}N X!V B�LL'S LANE BANK <�.01 2� BTABILI�ATION �OTALS: 0.06 0, 03 0. Q2 3'� 3 212 CRA�ED TOTAE.S