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HomeMy WebLinkAbout20110364 Ver 3_Modifications_20131029"�wsr it - 03 b'; u3 October 25, 2013 North Carolina Division of Water Resources Surface Water Protection Section, 401 and Buffer Permitting Unit 1650 Mail Service Center, Raleigh, NC 27699 -1650 Attn: Ms. Cherri Smith Subject: Permit Modification Notification Honeycutt Creek Greenway Trail DWQ # 11- 0364v2 WSP Project 1074029.000 Dear Ms. Smith: 15401 Weston Parkway suite 100 Cary, NC 27511 Maim 919 678 0015 www.wspgroup conVusa On behalf of Raleigh Parks & Recreation Department, WSP USA Corp. (WSP) is providing information regarding a modification to the approval of 401 Water Quality Certification dated May 22, 2013. The modification is a temporary stream crossing at Site S -5 and is necessary to provide temporary construction access for the Contractor. Site S -5 is the location of a permanent bridge crossing that was included as part of the previously approved plan set. The bridge will span the Honeycutt Creek, will not result in permanent impacts, and will be constructed following removal of the temporary culvert crossing. The accompanying plan sheet C5.1 shows the location of the temporary impact. The temporary impact is quantified and inserted on the table shown on page 2 of 15 of your May 22, 2013 approval letter. We have highlighted the cells modified for easy identification. With regard to the temporary stream crossings, the contract specifications read: The Contractor shall determine the diameter of pipe(s) that will pass the peak or bankfull flow, whichever is less, from a 2 -year peak storm, without overtopping. Place the geotextile on natural ground, on streambanks and in streambed beneath the temporary pipe(s) and stone according to the detail in the Contract Documents. Install Class B stone around the pipe(s), in the stream channel and on the crossing road sideslopes. After the Temporary Stream Crossings are removed, the area shall be returned to the original condition, and the banks shall be stabilized as required by the Engineer. Please feel free to contact me with any questions you may have. Sincerely, @@@�L Brian D. Dehler, PE OCT292013 Project Manager, WSP USA Corp. 0 NR - WA 11 enclosures rBra cc: David Shaeffer; U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade Drive, St. 105; Wake Forest, NC 27597 Lisa Potts; Parks, Recreation, and Cultural Resources Department, Design Development Division, 222 W. Hargett St., Raleigh, NC 27601 October 25, 2013 Permit Modification Notification Honeycutt Creek Greenway Trail DWQ # 11- 0364v2 Type of Impact Amount Approved (units) Permanent Amount Approved (units) Temporary Wetland 0.0130 (acre) 0 (acre) Site 2 Wetland 0.0082 (acre) 0 (acre) Site 4 Wetland 0.0025 (acre) 0 (acre) Site 5 Wetland 0.0038 (acre) 0 (acre) Site 7 Wetland 0.0189 (acre) 0 (acre) Site 9 Wetland 0.0015 (acre) 0 (acre) Site 12 Wetland 0.0019 (acre) 0 (acre) Site 13 Wetland 0.0040 (acre) 0 (acre) Site 14 Stream 0 (feet) 25 (feet) Site 5 Stream 43 (feet) 0 (feet) Site 8 Stream 6 (feet) 0 (feet) Site 26 Stream 42 (feet) 0 (feet) Site 28 Stream 45 (feet) 0 (feet) Site 29 Buffers- Zone 1 277 (square feet) 15 (square feet) Site 1 Buffers- Zone 2 0 (square feet) 0 (square feet) Site 1 Buffers -Zone 1 0 (square feet) 0 (square feet) Site 2 Buffers- Zone 2 1,966 (square feet) 18 (square feet) Site 2 Buffers- Zone 1 532 (square feet) 59 (square feet) Site 3 Buffers- Zone 2 0 (square feet) 0 (square feet) Site 3 Buffers -Zone 1 0 (square feet) 0 (square feet) TEMPORARY cM Lo CONSTRUCTION EASEMENT O O V CONSTRUCTION L o) ENTRANCE STD. 40.21 ~ ■ ACCESS #2 H M Cc v- L Lo 04 N B_9 B -11 = _ _ U B -10 Z o coo NOW OR FORMERLY �+ U O - = V ca ti EN�TFAANCE STD. 40'.21 B -1 / N O U) o ULVERT 1 _.._ .,.+ o N Z 24 LF - (2) 15" RCP B —$ CLASS IV 0_ 1.0% _ � �' con p / N INV. IN 318.29 INV. _ll 73t8 °.05 �- -U 0CK . _ Q 10' ASPHALT S 6 � � ti �S€J.'fRA GREENWAY �A i •G� TRASH 1 Y > -- R-A _ 1AfATTI I (TVA \ -K_ CL O N ■ O T_ �c� UC 1 AIL NOW OR FORMERLY SHEET C10.1 LEGEND: �S11.:.T .FENCE. TO _ TD# RROT1= li'°STREA - - . ._ _. .._.,. DU -RING BOARDVALK G • ;=, . .., ..> - STRU•E -TIbN ULVERT 2 42 LF (3) 11 5" RCP CLASS IV ® 1.09 IN 321.00 OUT 320.58 B -13 ` B -12 _4 OCK INLET TEMPORARY SED.- TRAP 2 CONSTRUCTION B ULVERT 3 EASEMENT NCDOT STD. 840.;31 ' " 22 LF — (3) 18" RCP (SPAN 6-6 , VI90lTH 6' -6 ") EENWAY EX. IN. 326.59 CLASS IV ®15.49 ASEMENT S-4 OUT 321.00 (BOTH) INV. UT 322 62 B -6 0 25 50 100 (IN FEET) 1 INCH = 50 FEET PRELIMINARY NOT RELEASED FOR CONSTRUCTION Mg, w U Q z z 0 n Y �W W n U /�/ Y I..L� K L n J L o n i s z D L �Cn r v Mir L Y D Z s D D M n v r L Y L n _ 0 W (j c J 9 w Qz LL _ (! O LL (� N � U REVISION 1 HATCH S-5 IMPACT PROJECT #: 074029 DATE: 4/25/1. DRAWN BY: SB CHECKED BY: BE TITLE TRADITIONAL 1 50 +00 TO 64 +50 BUFFER IMPACTS SHEET C5,1 352 350 348 PVI STA = 9 +86.52 M PVI ELEV = 331.00 HIGH Poi T ELEV = 330. 6 EV = 0 346 = - - _ - - m N - D K 5.7822 PVI ELEV = 330.64 344 A. D. _ —6,86 3 50.00' C = 7'29 342 - 0 0.00' vc E PVI 7_17A _ + - 340 a PVI ELEV = 320.75 + K) "� D. = 7.91613 co 338 K = 12.6322 r co �`' + N 100.00' VC - + N 00 Cy) 336 v ro Ln w m N m W ® iri U > w o m 0 0 334 v> m m m II _ - 6 > '.. 332 0 + N Ln i __--- IL Ln � 330 o U-i `2.2 � RO > 00 U W q L7 g 328 > m W _ _--� + r� V) �..-• -j. I J? 326 Q� — r 0 324 0 r r /�, / �� `_ >� t _ - LAI 0 322 - - -- 3 _ Rl Ln rn J - -' CLASS IV ° '- 320 CULVERT 2 .- U - L O co , -' N 318 a c = - >, V) �- V) 316 o C ASS IV N m Lu m 314 W W 312 F RIDGE B1 - IB - ,c m m - ALIGNMENT SEE ° - ALIIGNMENT SEE ° 310 .a m S EET S2.10 W W SHEET S2.20 2 0 308 Q 306 0 J p o Q� "' co �0 (v) Q - � CO In N C1J i� 6� d I� O r- o cu (D Ln 0 co In Lo _ co p � - rn LC) u� (� N O% I� o - O o - � O Q� O T) C4 ( I d N N N 03 (lJ -+ NfN � N(U N� LID N m N N� N NN IM N� r7 N� r� N� N� r7 N� Ln NN d NN r` c6 NN rn NN r` d N� eo d NN � d N� Ln N() . o N m �� -" �� d �� r� NN co N� �D (D N� I° N r7 N C1 I r7 0i N M Ou (U M „� r ? (1J rr) M N m N r7 () (U Cu M r7 C1J r`) CtJ r� ClJ r7 r� r7 r> ' r) n r) M r7 r ? r7 ('7 r7 m M r7 r7 ('7 � Cll r7 CLJ v m cy) m C') (� m m m ('') m m ('') m h v 49 +48.29 50 +00 51 +00 52 +00 53 +00 54 +00 55 +00 56 +00 57 +00 58 +00 59 +00 60 +00 61 +00 62 +00 63 +00 64 +00 e PRELIMINARY NOT RELEASED FOR CONSTRUCTION Mg, w U Q z z 0 n Y �W W n U /�/ Y I..L� K L n J L o n i s z D L �Cn r v Mir L Y D Z s D D M n v r L Y L n _ 0 W (j c J 9 w Qz LL _ (! O LL (� N � U REVISION 1 HATCH S-5 IMPACT PROJECT #: 074029 DATE: 4/25/1. DRAWN BY: SB CHECKED BY: BE TITLE TRADITIONAL 1 50 +00 TO 64 +50 BUFFER IMPACTS SHEET C5,1