The URL can be used to link to this page

Home My WebLink AboutNCDOT 70-20 Maintenance Request 8/24/2021 Brittingham, Cathy From: Westphal, Anneliese Sent: Tuesday, August 24, 2021 11:11 AM To: Lane, Stephen Cc: Farrell, Sean C; Herndon, T. Mason; Brittingham, Cathy; Shaver, Brad E SAW (Brad.E.Shaver@usace.army.mil); Sprinkle, Hannah H Subject: RE: B-4590 New Hanover Bridge No. 29 request to cut piles Stephen, Thank you for your consideration of this request. I will send this information to the resident engineer and assistant resident engineer. We look forward to reviewing this project with you -either as part of our monthly agency reviews or to review specific activities as needed. Thanks again, Anneliese Anneliese Westphal Environmental Senior Specialist Division 3 NCDOT- Division of Highways 910 341 2000 office 910 604 1330 mobile 910 675 0143 fax awestphal@ncdot.gov 5501 Barbados Blvd Castle Hayne, NC 28429-5647 ydi From: Lane,Stephen <stephen.lane@ncdenr.gov> Sent: Monday,August 23, 2021 9:52 AM To: Westphal,Anneliese <awestphal@ncdot.gov> Cc: Farrell, Sean C<scfarrell@ncdot.gov>; Herndon, T. Mason <tmherndon@ncdot.gov>; Brittingham, Cathy <cathy.brittingham@ncdenr.gov>; Shaver, Brad E SAW (Brad.E.Shaver@usace.army.mil) <Brad.E.Shaver@usace.army.mil>; Sprinkle, Hannah H <hannah.sprinkle@ncdenr.gov> Subject: RE: B-4590 New Hanover Bridge No. 29 request to cut piles Good morning Anneliese, The Division of Coastal Management has reviewed the NCDOT's proposal to allow the contractor to cut off any piles(at 1 foot below the mud line)from the edge of the existing bridge deck out to 36 feet left of the-L-due to a possible conflict with an existing Alum Sludge line on the B-4590 project as requested in your August 16, 2021 email to me. The DCM is in agreement with the subject proposal, therefore, please consider this email as the DCM's official authorization of this request. I will coordinate a site visit with you in the near future to monitor these activities. Please let me know if you have any questions regarding this email or if I can be of any further assistance. 1 i a Sincerely, Stephen Lane Coastal Management Representative From:Westphal,Anneliese<awestphal@ncdot.gov> Sent: Monday, August 16, 2021 3:57 PM To: Lane,Stephen<stephen.lane@ncdenr.gov> Cc: Farrell, Sean C<scfarrell@ncdot.gov>; Herndon,T. Mason<tmherndon@ncdot.gov> Subject: B-4590 New Hanover Bridge No. 29 request to cut piles Hi Stephen, This email is in reference to DCM Permit Number 70-20 for the TIP No. B-4590 bridge project. Please see the attached mark-up of Permit Drawing Sheet 2 of 10. As we discussed at the on-site preconstruction meeting for the bridge, the surveyor was able to use a function of the total station to get an accurate location of the 4th pile from the west side of the bridge on the southern fender system. The center of that 4th pile is 36 feet left of the-L- . Therefore,the department would like to request to be able to cut off(at 1 foot below the bed of the water body) any piles from the edge of the existing bridge deck to the red line shown on the attached mark-up. By cutting off the piles instead of attempting to pull them, we can avoid possible conflict with an existing Alum Sludge line (which is referenced as an FSS line on the permit drawing). Please let me know if you have any questions or if you need any additional information. Thank you, Anneliese Anneliese Westphal Environmental Senior Specialist Division 3 NCDOT- Division of Highways 910 341 2000 office 910 604 1330 mobile 910 675 0143 fax awestphal(c ncdot.gov 5501 Barbados Blvd Castle Hayne, NC 28429-5647 T r T 2 r 1, I NOtR*MINCE NO N B-F590 WV NO DETAIL C ,OT„o DETAIL A I BRIDGE NO.640029 SPECIAL LATERAL'V'DITCH SPECIAL LATERAL'V'DITCH -.I +o Eu+sK« NEuc+s 1 NO re SWIM ;Norm iml.I MBA No„o,z, PERMIT DRAWING —!— SNP. Ground FA ,o SHEET 2 OF 10 D Min.D- 2.0 F. Rod ylmlrq I Typo of Lfn.r-- Rock PIntnt Min.D. 2.0 N. EST 1 TON CL B RIP RAP FROM -L-STA.21+50 TO STA.22+32 RT EST 5 SY GEOTEXTILE ooeEnsoTr No>•eoxuoenm nwLL FROM STA-L-21+25 TO STA.21+50 RT ROCK PLATING REQUIRED FOR SLOPES EST 1 TON CL B RIP RAP UNLESS ALL WIW1TWafAMPLLy9 FILL IN WETLANDS STEEPER THAN 3:1 EST 5 SY GEOTEI(TIIE RSsil J- w \Y\ /' MOVE E ISTING r BGSIN TE B DGE ABANDONED 6'DI SMITH CREEK n .........\ ALUM SLUDGE o i r EBB • WOODS FLIXXI � 8 APPROOMATE LOCATION x Pc MEN' �' . - F a MG B'FSO LINE "►- 1 + + + + + + * +_ * ,..I _ Air/ 4141,,9.�w �WO DS /- $T CAMA /404 t ��v��►�E (/ * i 0 3 Y + * C--� + -}: ._ CENTER OF NTH PILE • �' 4r 404 / i A- •FROM BRIDGE: gi�'".'i ~`^` O - - 8' . STA.1B.1] •• c.fib + �[ CONC -•-. $ A * * A —4"I`t 1. I \ ,',,7 _. .aTT SP.1 q yf1Wy. +T�VW _ f 1 ��orsae. LTi �V �. ..,...1_ _` `. i -iA!.iai,�Oxes` SPECIAL LATERAL v'DITCH _i__. ' vr. • y.�ci Aft%•. �. G % c 6'D•O (\ q: , SCEUER/ / r SEE DETAIL ,� t 4 v ,�,�� _�'� c -, EKCAVATIO T`� i' ''k.,52i r _ !` I Q10=27.14ds V10=3.19fps .. _..._. -��-., f _. ♦,A'A ."40�,,l�. ..o oFFs u.ti'/' �P✓ r _- _ / a Ttr.: f LIMITS atigr LIIlik - sIM r.>_sE��Plit��u��•sasen■igu� • ss c - Fl A,Arn HO•P 11 r��l'ff' *te NMI ._ `fit i rrr•R��wsi��A��u:�s r..r�wrL p , .._. F -_.... JRNEE��"�aR07mt7V'1L27�s A6lLRitlfi�i� ��'ti\ ,-`_ . n4- ----- 'i / %' .sl��,/,!L'Ljf', *tog�� "'+�; _ `'i_�..1' /404/�ysr F%.I►gt__ .. morz _airn �„ ) _�� II -•, REMOVE �•$. , t A A Ali `r"T / s,� I ysk4* A , }!1� 1 +_All,",,�aoaeo E"R� `�`'J fh RETAIN po $ 1 + *K6Q Y r � A t J t4 iSfE .` �, � EBB E II SPECIAL LATERAL - O K9 r / AI� FL,.a ocrt ` ,/, � A t t t �i � 1 �, •v'DITCH e37V ' SEE DETAIL C ti 4_ f f I* * *,/404_ Ts ,, —EST 2 TON Cl B RIP RAP _ •l'� Y EST 7 SY GEOTEXTILE //( fir# a 404 WETLAND ONLY SPECIAL LATERAL = • r. 'V'DITCH- I�_ REMOVE SEE DETAIL B i' 4( FENDER t Q10=27.14ds VIO+.01*NC J + SYSTEMS 404 WETLAND ONLY-- 3 F DENOTES FILL IN 404 WETLAND ONLY �� WETLAND CORBETT PACKAGE COMPANY N _. . .:_...... CLEAN OUT EXISTING RCP— , : OUTLET AS NECESSARY TO DENOTES TEMPORARY TIE TO PROPOSED DITCH Q417DENOTES HAND IMPACTS IN SURFACE WATER 50' 0' 50' 100' 150' �m �� CLEARING ��"■ ■� �•� ,3