HomeMy WebLinkAbout20130649 Ver 2_Complete File_20140313PAT L. MCCRORY
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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 �icdot�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.
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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
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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\�
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GRAPNIC SCALES
50 73 0 50 100
PLANS
50 26 0 50 100
PROFILE (HORIZONTALJ
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BE�IN CONSTRUCTION
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END CON�TRUCTION
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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?4Ns � DESIGNED BY: MEH
NOTES : � `° '' � �� �R^"'" sY: MEH
/ � O. THD BFAUFORi COUNTY
�� ,� - 44 DB i638 PG 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:
�/ �� �� / / / ' 1e, `' �> �H EPARTMENT Of
/ / / � 0411 42 TRANSPORTATION
� Ui1LITIES ENOINEERINO 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 � � . eo�ru v � /\
/ `/ �� .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
� r � i �� � F 1 � i �
� ; 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 ' 3 o.�s �
p P IEHRN 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 �SgO 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 StO. /l+68 „ ,� �� i .00 � �
� � � -Yl- POT Sto. .QO / s � � -Y2- T Sto.10+00.(?0 �°� g a � �� m 25'
� �` � � \ � � s� � � h'C .10�98.68 N �4Nj�42 E „�� � ceoaePxni s. NS N °� �� _Pt�
� / � / �x a 25 �\ / � p � N AN� &
° PROP. 1123' OF � � � �� � �. '� � a 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
� � � � i�� � � , �amraaER � � -�- �T SiQ �fT� BPlGGG�',�
� _ , „ . � �[�
�� � � � , � ' � n � �\\\����� ALLOWABLF IMPACTS ZONE 7
;p , p � _ ' �- '.; � , / _ _
` t2856 ,-,- PROP. 396 OF 1 SERVICE LINE UFORT COUNTY d�•- ����'
, ��
-Z � �,/ ,n1 / ." a '---._ _— 6 - -' USE PE TUBINQ, SDR 9, 200#WP �638 PC 587
v� ; / aa-so�-iea
- /� , II �,RETAIN � � °S,�• a -�"' - - - - - - _ ,. - �- � 1 YARD HYDRANT - • a6-ro.�T-�at-z
�a _ ' S`'�..�L` \ a � _ �-- .-- -m � �� c�`"r`. w,cr�'0
= c ,, ; / oa� c �\ e, � R —� -ri- r i PROP , 1° VALVE U
,,, �-' '� ,� ' � ��� eV oveo �� �-- — — - '' N EAR/N� NOTE: ORIVEWAY RApU l5' UNl.ESS OTHERW/SE 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- �ROFILE SEE SHEET 6
°a'' Pe ' .�r �" -� Zso ra,ER „ PROP , 2 RPZ FOR -Y2- PROFILE SEE SHEET 6
.� _�, PROP, 2 VALVE
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JURISDICTIONAL STREAM
BUFFER ZONE 1
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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) (ftz)
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�_