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HomeMy WebLinkAbout20130649 Ver 2_Application_20140313PAT L. MCCRORY GOVEfL�JOR �d� � 4�D � Nxn. ?� d' •� Puv �{ STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION March 13, 2014 N.C. Division of Water Resources Department of Environment and Natural Resources 1650 Mail Service Center Raleigh, NC 27699-1650 Attention: Ms. Amy Chapman Transportation Permitting Unit Supervisor Dear Ms. Chapman: ANTHONY J. TATA SECRETARY Subject: Permit Modification Request for Section 401 Water Quality Certification and Tar-Pamlico Buffer Authorization for the construction of a new rest area along US 17 near Chocowinity in Beaufort County; TIP Project K-3800; Federal Project No. NHS-17(32); Debit $240 from WBS No. 38748.1.1. Reference: 401 issued 8/9/13, DWR Project No. 20130649. The North Carolina Department of Transportation (NCDOT) applied for permit authorizations for the subject project on June 19, 2013. This application indicated that there were no expected impacts to streams or buffers due to utilities. Modifications have been made to the utility plans for the project which now involve installation of a 6" water line, which will increase impacts to buffer zones 1 and 2. This water line will be installed by an open cut method. The new buffer drawings show the site of this proposed work as Site 4, a new site from the original application (See buffer drawings Nos. 3 and 10 in the 6/19/13 application). These drawings account for impacts of constructing a grass swale and changes in roadway fill limits. The new utility drawings label this site as Site 1, and account for impacts specific to the water line installation. There were no utility drawings on the original permit application because there were no impacts anticipated. The new Site 4/Utility Site 1 increases the impacts to buffers in both Zone 1 and Zone 2(): Site Zone 1(sq. ft.) Zone 2(sq. ft.) Total (sq. ft.) Buffer Drawing Site 4 53 915 968 Utility Drawing Site 1 231 752 983 Total new impacts 284 1,667 1,951 MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT & ENVIRONMENTALANALYSIS UNIT "I5J$ MAIL SERVICE CENTER Rn�eiGH NC 27699-1548 TELEPHONE: 919-707-6000 FAX: 919-212-5785 WEBSITE: NCDOT. GOV LOCATION: CENTURY CENTER, BUILDING B 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610 This increases the project buffer impacts overall to total of 12,305 sq. ft. in Zone 1 and 9,433 sq. ft. in Zone 2, totaling 21,738 sq. ft. of buffer impacts for the project. No additional impacts to the one intermittent jurisdictional strearn on the site are anticipated as the stream is not considered jurisdictional at the location of the new impacts. A copy of this modification request will be posted on the NCDOT Website at l�ttps•//connect ncdot�ov/t•esources/Enviro�ul�ental/Pa�es/default.aspx, undet� Quick Links > Pe�°mit Applications. If you have any questions or need additional information, please contact Gordon Cashin at (919) 707-6107 or gcashin@ncdot.gov. Sincerely, �' . . � Richard W. Hancock, P.E., Manager Project Development and Environmental Analysis Unit cc NCDOT Permit Application Standard Distribution List. s. , BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ftz) (ftz) (ftZ) (ft2) (ftZ) (ft2) 1 60" RCP -Y2- 17+59 X 5304 3462 8766 2 60" RCP -L- 21+66 X 6717 4304 1'1021 3 Roadway Fill in BZ 2-Y2- 13+g1 to 15+Zg, Rt X 961 961 Grass Swale & 4 Roadway Fill -Y1- 19+00 Lt. X 53 915 968 TOTAL: �z,o�a a,sai zo,�ss ss� ssi Buffer Drawing Sheet�_of r o Rc✓rs�d 3(ri 1i5� �, ,�; ,,�, O 0 M � .. � V � O � � � � c � s a � � _ � � � � 0 0 � rn / N > t O L L O Z � C O � � 0 � � .� L N 2 � w z � � �=<» n� �� � �w —w� i � UJa o a�� � �w �—� Q+� ��� �� �� o�� �',, �'.- � , �� , .. , �;; ; , . SITE rederi T�ICI11iITY 1V1AP � I'� I I'. C�) I� \ C�) I�� I I-I �'� I'� C�) I. I\'� f1�I ��I�IC�>\� C�)I�� I I I� � I-I `��� �� ��� 11tEU PLA1�S BEA UFUR�' COUII�TY LOCATl011t: US 17 REST AREA TYPE OF WORK: RELOCATION OF T�ATER AND STA.1Of00.00 -L- BEGIN TlP PROJECT K-3800 STA.1Of47J3 -Yl- T.I.P. NO. SHEET NO. K-3800 UC-1 RE i�ISED 03/05✓Z014 BEGiN COnrSrRUCriDnr �o\� �O FRED�RICK -------�.L�'»>-- = -m -�- � -� m -�. a $ �. � � ^� ,.� GRAPNIC SCALES 50 73 0 50 100 PLANS 50 26 0 50 100 PROFILE (HORIZONTALJ 0 sra, i96+4�z� -usiT- BE�IN CONSTRUCTION �S 17 ss�' �i i i �.-�� E , -�' � '�;�� �^''°�; ._.-- � � "" _ :. � J /"- __ � �� " :. R�O ow,wn ,i �"° .�p CN�� / .� �"� / ''����� � � � � f�� �„� � „�.��.� i ,�J G B�� i�� �" i �, \ ,7� , STA. 22+45.48 -YI- END CON�TRUCTION STA.29+75J6 -L- END TlP PROJECT K- �Qy` aP Utility Permit Drawing Sheet� � of µ INDEX OF SHEETS WATER AND SEWER OWNERS ON PROJECT S� PRSPARSU IN TXS OAPICB OA; : DIVl51011 OA HIGHWAYS SHfifiT N0. DBSCRIPTIOIY UTIIJTIES UNIT p) WATER - BEAUFORT COUNTY uT7LlT7BS EIVGrnrsEnrrvG UGl TITLE SHEBT (2) SANITARY SEWER - TOWN OF CNOCOWINITY 1591 MAIL SHRVECSS CBNT&t RAL87GIf NC 17699-J591 U-4 PLAN SHEET PXON6 (919) 707-669D � Op 7 FAX (919J 15P-I13i RoQer Worthin8ton, A.E. UTILITIfiS SSCTION ENGINSSR Corev Bmuqaet, P,S, U77LlTIBS SQUAD LSADSR PROJBCT BNGINBER Mariko Hq(eea U771JTI8S PROJSCT DHSIGNEl2 � MATCH INE SEE SHEET U-4A PR�EK-3BOOENCE N0. SUC?40 � CONCRETE ENCASEMENT i� � 2� �a" � aE� � i 4e y?gNs � DESIGNED BY: MEH NOTES : � `° '' � �� �R^"'" sY: MEH / � O. THD BFAUFORi COUNTY �� ,� - 44 DB i638 PC 587 CHECKED BY: CpB / / _ � �I � 3 �OC N SLIpfSra�C8J6-9J6'WJ7-I�17-2 APPROVED BY: p WATER LINES 1 AND 2 WILL BE OWNED BY BEAUFORT COUNTY , /� � g,��� �B �_ REVISED: �/ �� �� / / / ' �a, `' �> �H EPARTMENT Of / / / � 0411 42 TRANSPORTATION � Ui1LITIES ENGINEERINO SEC �� �� � �OTRD(TILl7��I ERBO F �+2 i� 7�'� � PHONE7f919)707-$690 UTILITY CONSTRUCTIO / / / �G- +043�6�0 - +t� � ^� \ � Fnx:i919>250-4157 PLANS ONLv ,' i � 9 �`i ' $ � � � � �� U ILITY CONSTRUCTION /�� ��/ �/ - SfO.��.E� 0 7 011 � l� $ G LE 7 S.Y.'• BUR \ \\ F �j� � � / � \ e cA PROP. 4' DIA, MANHOLE B �3� 9, �� � j/ �+�� �" �1 � \ �s x L I E +S + � �j � � eEC�x ; �xce � � ` �, • � � � L a� � / : �� � � � 49 1 _ \ 044 PSH ' f,� '� . �-- \. PROP. 750' OF 8" SANITARY SEWER LINE (4) � / / aib � sCul E GA E M _ � � a 1 \q, � SEE PROFILE FOR CLEAN OUT LOCATIONS i i� / // ��� '� d' � �� � i .e . 0 3 � /' �% / /� �j ',� ��y I 1 � I' Permi Drawing , / N L 1 �L B NP R/Ap/ � '' _ I ¢ � � F (� �, / �. �j// �J�'11 � /�/ 041 D� E E \ OEO S ICE LT9 ItlP c I � p heet �1 ` � �ip/ � � �' �b � 1 . eo�ru v I /\ � � /// `/ �� .j� � SEE E 4-E �`�' _ + � I F�� h � V , PROP. 922' OF 1" WATER LINE �/ � �/ Za a ' 043 � �� -y2" � u� 2,° USE PE TUBING SDR 8 200#WP � / / // // o+ �� � 1 � k 41 cB u I a� �° O � ��// �� / / �/ � 049 SH , � F � R' r b O o} CHeRLES L. HADDOCK. ET UX ' o OB T88 PG �71 /� /�� ��0�� , / / //� i o+ - - 0 2 / y mBURY � � � o _� URISDICTIONAL STREAM � ^ / / \PT Sto. 25+4/✓8 � F , , � � 1 � � ; o/�/ Jj // ,/ / /% '� yx � u : / 'e.�+ , �� /� / � �/ / � s,,/ ' �' , 3' s� �Na a� �F Y2- � / � �� / � � �� � F OIJ OTE�ILE 7 � o4is � � n PT Sto /9+62A7 PRp P TELIN � ��� �� � - PT a i4f46,79 �a F ' b� S. PROP. 25� OOF2� WATERRLINEE 3 � � ,� � // `• � � n� - � I � a �3 � i� / ��/ ;/ �` �° ni � � � ZONESTS ANDB2PFER FITTINGSRAREYTNCIDENTAL � ��� � �� / � , � o�n �� R 04 / / �V _ t ia.ar 7 - +� '�3�s.' �• . � / � // // � / 040 • ./ l � l � �G �G� a � PROP, 8" VALVE � � /� ry�� / f�L- lo. /3+76J oi� � � / �L- PC St0 28+1 4 � '1 � � i END NSFRUCT/ON K-3800 � , / . �?L � l ti` � -Yl- POC"S7o.22+45.48 PROP . 1 " VALVE � /� ° / � �� a � °� �q ' � �' � I � ' . / � � � 3-` /� // 3j DI �� 3 / PROP . 200' 0 8" �� � � �' L. K. EY U�(�� . �/ / / / � 010 `DI / / ' I �SyO o(o` . WATER LINE 2 / � / � /� / � ti / / / 1 43 g / / / 6, x 45 . �? 9 F� 'Y� � _ _ `T�� �A / � d ti DI ti ��E ., -Yl- t 45'C g, !O 7 SY � �� � � TO - 5.20' - 2 PROP . 8" VALVES � �� � / � �/ 'r / '� - - �x. +ny . 'a uN Ex. RiW E 4 • +8 �----. � / � j � 1 '�' r8sA2 ` .o • . Y�- -USl%- ST / �d. ZO.3 .�Z / / � / � / `- ' . h DM�J E TO F 'L � 10 � �,y �� �2 END P P. . F �, r � -USO- POC StO. +567 ��O o � / -L- F't7T 510. /l+68 „ ,� �� i .00 � � � �� -Yl- POT Sto. .QO / s � j -Y2- T Sto.10+00.(?0 �°� g a� �� m 25' � �` � � � � s. � � h'C .10�98.68 N ���q2 E ,�/ {� ceoaePxni s. NS N °� �� ?�� � / � / �x a 25 �\ / � p � N AN� & ° PROP. 1123' OF � � � �� � �. '� � 4' 9`' $ / ��? � �r�� ex.Riw � ; 8" WATER LINE 1 \\ � � ,�AS EG/N PIP P EC � � 1 � � \`� ,o0 6 E 44 ' � � � � 1e^ � � /, � �/ �. � ��. / / � � O �'sL �� � �I J/ Q N � a � m � .3.%0 25 i � 5 4q 9 ' ' 041 a . \ or i � �'Yb � � ,�,, w � , µcP � -Yl-. �P�` I0. f .7� 1�' Z / � \ � /� �j / � N I ox� - PT S/Q� Mt e � f 04 � �� .� Je�N a-cru-f � � � �� � �o � ND � F�NCE RELOCATE WATER METER �/�si -o �� � � � I / .C& / �� � � � li// /� �I e., � � a. / ER � ¢' / C � ��� �� �� , � '� ��� a4 g `'�j6•o�r�� " i� 20` EASEMENT DEEDED o I — � �� � •�A � � � ix p � � CL B AI 2 TONS � R� Y� . W OL D EXTEND m ' �p GEOTE � s,r N �� TO BEAUFORT COUNTY m �� i -ri- i+ � � � �\� ti � 2 2* = �� rna a- PN �R �' ,/ ��` END T/P Pi�OJECT K-3800 � �. �\ BEJC CO TR Tl��r �� 0.8MOVED ' � CL B RIP / � ,� �\� � �x � '...� BY OTHERS y� 43 3, I �,p � y" 8 P / C , 4 RR� ALLOWABLE IMPACTS ZONE 1 �� � i8o� TaaER � �� - �T S�Q � �' %� gEl�l,� o ; 1 �� ; , /o _ _ � � � �--� ' ` —— � �,\����j Z �� ./- �� // r28�6 �—��� / PROP. .3.�JB' OF 1�� SERVICE LINE UFORT COUNTY ��; +y-+y ALLOWABLF IMPACTS ZONE 7 I ./ _ _ , 0"�'1 %� '- -- 6 USE PE TUBINQ SDR 9 200#WP �638 PC 587 � aa-so�-iea � /� II � �r,o�H � °S,�•s<.�„�� � V a -�`_ _ - - - - _ ��� 1 YARD HYDRANT ' -aw•eas-ro,�i-�ar-z �.�. p \ ` - �'--- ,.: -� � �� a�cr ro• v c , ; / oa/ c �\ Q, � R —� -ri- r i PROP , 1° VALVE U �' '�� '� ��� eV oveo< �— --- ''�, EAR/N� NOTE:ORIVEWAY RApUlS'UNl.ESS OTHERWISE LABELED. �a / Z-i— r / `�e�� _ -Y- "'" � �� PROP. 2° X 3�� REDUCER FOR -L- PROF/LE SEE SHEET 5 �E� �✓ o;' - 20 EASEMENT DEEDEU PROP. 2" WATER METER ' �,�.,FTO.BEAUFORT COUNTY �e£c. z,.,,1. r, „ FOR -YI- �ROFI[.E SEE SHEET 6 °a'' Pe ' .�r �" -� Zso ra,ER „ PROP , 2 RPZ FOR -Y2- PROFILE SEE SHEET 6 .� _�, PROP, 2 VALVE �r �►F r s. ;a, � 1.� � c,, r � . . � �� i � / � i � JURISDICTIONAL STREAM BUFFER ZONE 1 � • I � O / / � � ���� �� ��� ���� ��'� /� �i�//% /� � i �� ��0�� ,�� , � � � � � ,; , /i� �� � r � i ��j/i ��j//���j/��; i/ �/ ���j� /i�/j ��� � ''� '' ,, ''''', -0 6 ' ' �i �' o � � � i � i \\ / `�� A4.LC71x1A8LE iNsAACi5 XC9NE 1 AI.LC:WABLE iMAACTS ZLJ"+� 2 Utility Permit Drawing Sheet 3 of= BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ftZ) (ft2) (ftZ) (ftz) (ftZ) (ft2) (ft2) 1 6" Water Line -Y1- 19+05 to 19+43 x 231 752 983 TOTAL: 2s� �s2 sas o 0 0 DIVISION OF HIGHWAYS BEAUFORT COUNTY PROJECT: 38748.1.1 (K3800) 3/5/2014 f 10 OF 10 uunry rerm�t �rawing Rev. May 2006 Sheet.�_of�_