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HomeMy WebLinkAbout20171444 Ver 1_SR 1513 Waiver Package_20171107_signed_20171107 Carpenter,Kristi From:Herndon, T. Mason Sent:Tuesday, November 07, 2017 2:02 PM To:Shaver, Brad ; Steenhuis, Joanne Cc:Carpenter,Kristi Subject:Duplin SR 1513 Alum Springs Rd Burial Waiver Request Attachments:SR 1513 Waiver Package_20171107_signed.pdf Follow Up Flag:Follow up Flag Status:Flagged Attached is a burial waiver request for a Hurricane Matthew pipe replacement on SR 1513 (Alum Springs Rd.) in Duplin County. This project is assigned WBS th # DF15003.2031002 and we visited this site back on July 27. If you have any questions or require any additional information to process this request, please do not hesitate to contact me. Thanks! Mason Herndon Environmental Program Supervisor Division 3 NCDOT- Division of Highways 910-341-2036 office 910-604-0050 mobile tmherndon@ncdot.gov 5501 Barbados Blvd Castle Hayne, NC 28429 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 1 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER JAMES H. TROGDON, III GOVERNOR SECRETARY Brad Shaver, NCDOT Coordinator Joanne Steenhuis, NCDOT Coordinator Wilmington Regulatory Field Office NC Department of Environmental Quality US Army Corps of Engineers Division of Water Resources 69 Darlington Avenue 127 Cardinal Drive Ext. Wilmington, NC 28403 Wilmington, NC 28405 Subject: SR 1513 Alum Springs Road Pipe Replacement, Hurricane Matthew Emergency Repair. Duplin County NC WBS#: DF15003.2031084 (DWQ Permit Fee: $240) Dear Mr. Shaver and Ms. Steenhuis: The North Carolina Department of Transportation has replaced the existing 60" CMP at location Lat: 35.06575 Long: -77.88691 on SR 1513 Alum Springs Road 1.10 miles East of SR 1306 (Red Hill Rd) with (1) @ 12'-11" x 6'-0" CAAABC w/Headwalls (See Attached Documents). NCDOT would like to request a waiver from the depth specifications of the regional conditions 3.6.1 of the Nationwide Permit 3 and the corresponding General Condition 11 of the Water Quality General Certification No. 4085. Due to the existing geomorphologic fall of the stream channel and previous scour hole on the outlet of the box culvert, the CAABC was installed on a 0.2% slope to provide a low flow condition. Burying the inverts 1' would have resulted in a 5 percent pipe slope, causing a high flow erodible condition. Due to the scour on the outlet end, 9 LF of additional rip rap was placed in the stream channel on a 3:1 to protect from scour and destabilization. (See Attached Permit Drawings). By copy of this letter and enclosures, NCDOT is requesting issuance of Nationwide 3 approval from the US Army Corps of Engineers and 401 Water Quality Certification (WQC) #4085 approval from the Division of Water Resources (DWR). A method of debiting $240 to process the WQC request has been provided as noted in the subject line of this application. If you have any questions or need any additional information, please contact me at (910) 341-2036 or at tmherndon@ncdot.gov. Sincerely, Digitally signed by Mason Herndon DN: rn=Mason Herndon, o=NCDOT, ��_ ���.� ou=Division 3, email=tmherndon@ncdot.gov, r—US Date: 2017.11.07 13:4837 -OS'00' Mason Herndon NCDOT Division 3 Environmental Program Supervisor Enclosures Mailing Address: NC DEPARTMENT OF TRANSPORTATION DNISION OF HIGHWAYS 5501 BARBADOS BOULEVARD CASTLE HAYNE, NC 28429-5647 Telephone: (910 341-2000 Fax: (910) 675-0143 Customer Service: 1-877-368-4968 Website: wwwncdot.gov Location: 5501 BARBADOS BOULEVARD CASTLE HAYNE, NC 28429-5647 October 16, 2017 NR Boundaries SL Boundaries DOE Boundaries NR SL DOE � NRD SLDOE Local District Boundaries SR 1513 ��..a��ou� � County Boundaries �r������� LE N � I I� � 1:144,448 0 1.25 2.5 5 mi �i � �T� � r-r 0 2 4 8 km Sources: Esn, HERE, DeLorme, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esn China (Hong Kong), Esri Korea, Esd (Thailand), � -�1,1, �v,;_. ��^' � ,L _ -� � i � � ��'l�r{�-s �' a �it � R i' t �� s � '�I .. , . - _ ' V' �� ���.� � � �E �.`. t ,� i! �y.� � `!• . *. �. { : ! �. .A .. . 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S7C�� ♦ _ . � �. � � � �•1 4� . ��� i�L�'� � . ��.. ..� •,'-` , . ., . ?! �7!4 I�{ :� � � , . � °� - .- r . .. .� ��Ir . , $_ _ � ` . ��-�•'�• . . . i t : . . .. �d � N . This Exhibit is for planning purposes only and shown herein does not meet NC 47-30 Requirements and 1 inch - 500 feet theretore is not for design, construction, or recording or transfer of title. The Exhibit was compiled from SR 1513 Alum Springs Road Pipe Replacement available information obtained from ihe sources listed below. sa���es: GRAPHIC SCALE USGS Topographic Soils: USDA Duplin County Soil Survey 0 250 500 1,000 Aerial and Topographic Mapping, NCOneMap Feet OCtObel' 2017 of �NORTIj �qA P� �y y y 0 oQP � �F�OFTFI�N`'P 'a� This Exhibit is for planning purposes only and shown herein does not meet NC 47-30 Requirements and 1 inch - 400 feet theretore is not for design, construction, or recording or transfer of title. The Exhibit was compiled from SR 1513 Alum Springs Road Pipe Replacement available information obtained from ihe sources listed below. sa���es: GRAPHIC SCALE Soils: USDA Duplin County Soil Survey L i DAR Aerial and Topographic Mapping, NCOneMap � 2�� 4�� 8�� Feet OCtObel' 2017 of �NORTIj �qA P� �y y 0 oQP � �F�OFTFI�N`'P N � S R 1513 Oct 16, 2017 � . � . : l ,..o,tt ., , �, * {\ti, w , . r rY' , yr Y�i�. "�� �� �4 r �� . ,� �t�Y,' '°� �� � Y�,'�� ��r 1 � I�7� �r . 1 f�r �yr �, , �r }' � T' 'A '' •�� �i{�.�� � ��C%�.�'h, �Il+r v '..i� �. • f .•�') R . �r . n �rP' � I f Y �R',� •'�'/�� ;.../� �,, '� �.� Z M�, r,-� � r � i�j > �.� a - ai� � �w . X �1.�.:�'� ' w�.�1� 4.�� �u`.,� r �� Y �..- � ��r� � ,.. 4 " �, y ., _ '�.•�_ y:' •�� 1� ' r� �e`�,. �w �' ;1�" �, � A�; � I . a ��. . �, � r � y,:... y �•�� i� `�.� � �� �_ �,j� . �q�r,;��,.� � 1 ,,� p _ 1 +� !� . 4y ` � � �� ���• . + �. ,�i �Jt.�,('R7�, _(r� 1�,�+h� �+�", •.� ''S,' t .�jl�I.: `.� i 1' +.. I 1 � +, ,i�` � , � '-�. ,� t .��^► y, ,'� � '•� Y -,a!' . � - � • - ��� .�� �:���� �. . � �. ;�. ,.�: � �;;� � . , �. � � ��'. . � � '� � , , r ,�.,�. �,��1� .�•��j�°%► ; �' w , , � ; r .� � �- � q w r ,� � ,� t � �, �z � aw � , , i � �, � 'til�A �t� �^, � o' �� ��,�� �,A �,, ..;�! � . , �. - � . * � .,�, � ' "� ,� • � ` ��5 � � �� � �'� �' .�• '�, � �qt* ti� o, �� �•��Y"' �° � ► ` s � .y, � r°} F� Y j r '� -��' C�`.�'� • "� � i � � j � $ �y4;�. r4 � AL � ;,�"�'3yM, � kt,�'���'� t- +a � ylY� i,� � . �l' d �'� � , ,'F,�. �� �,� , � ��1.' �a.. �� ,�� M ru �� . .� ti.��h.��. � y�. � i '�� fiF�J }r' �• �� .�P" ' -`� +�� ,� W� ��k.:.��,� .� ^�"' �� ������ i"�,��y� �"f ���`� �y� � �� - � y. � Ik � i � � �Rq�� l' i Mi ��a. �,�,� � � L �� � � r � �, _ . ' �' �T� � �'!� �' �r' i "�1 . .{ f _ '1f . ' d. � r � �, r � n r' , � /''�s,.�;� +•� � �I ' �'1',� � �r1` ,7yI�� t: � � .�,� �. � I-� . ��w�'� �. YS, h., �/� �,�' �� �� 1 . � � � .���Y . l � �. v � rr ` L� - -.��� �1 �h.�`� ��i���. �rj +. � �.k� ,�r��'1��.� '� � �:. ~ '�. ,. _� 'Y , _ �I� �� ����„ ' .� y� ,�6 s*�;f i�b ��4�., . ,��,,riR � �,4'F " � ��Q6,' �,�'� .d� . 7�.• �� �'C w �'L �� ' J' � r_. - �-�i .i r'�.. i ���� -�` � bR � - �'� a;1� d . � � �.i;� -��,,.,t` .1 . � - rt' �,. . ;: ' ' , i e Yti.`,�,� � ;' T� M 1 9 • �, ..... .. 3 _ , ., ,' ,w k '�� � ,��' a" � � ��' e, �, � x ��+y�. R � ,�j� ` � � 1 _ '� _�. � �, i�a�r!�w ���,� i ` � � �"�y ,�" l� Jv, ,,,�y .'�.� ��,� . �. ■[�, q � � � �r - . .. � �'���ti'� ,'�!•���„�h.y.� �� - � rp! �� r ��� � .. � e ;A . 9ti � � . . L �,� . +� 1� r�y; � � �"'� � ��t., , �'+� r"�� r �%%' �� �1 � � ��,� r � ; �'*� � » .+ ;['�.i_ � � ��r:i�";, .�`� t � � � � o � 'f��,' �j�s�. ��.( *�'y,.�-'y��, � .��} l s ,,�,tp�:4y �r •' 1�' ► " ` ` �, (i�1� y"�►'- � �� °" '�qr�'� , � ��r��S =: l�� . b-' J+�' � .��� 1�' , . _ ' ' ��.. �`y��� �,�1� �,` .�� � I f f T � ' �' � ..i � �S. . . . . � �' J, 'x .. . . ,4 �� • � � ''. ' �" � �N r � * � , . ^t�� �� }�. Y<' �'�.�.1 .�i�9 . . .� �� __ � � _ ti i � , �'Y , �y � f�.k. .� M . ��r. . � , ' �' ,� *�� �� � : f+� � � ��r; r. t���/'� tr � � {,� 4. 1�h • k•, �� ' � V a . ur' I 1 "7M a�p . 1 Y � I. . . ' i. , ..�,�; �17� i •�•. �� I� �t��:��� .�",��•`i ,f.e', ti . � �, ' { , i .� . . . ~�J"`� ` + ' 1�� . ��, y� �� � y y ��� '�( �9 � �L , . �F` ���� '" l: 'ji ; N - - � `! - . _ 1 '��� � 7- y ;- ��,: - 4+ ,'� � � � , �j '�I �4, � • � '�. �`�� J �'-_ *...� � - "�' � � . -: ,o� Legend � Panels FlOod H�Z��d Are�s 0 PolitiralAreas — AE StreamCenterline �� Flaoduua�r(AEj � Crass Seotions 0.296 ChanoeAnnualFlood Hazard �r ����� Future Conditions 196 Annual Chance Flood Hazard er �. _ � � � North Carolina Floodplain Mapping Program �� y�: ;-,�,�,� C�■ r�/ � > . sg' N�r#h �arolina Deparhnent of Nafiural and �ulfiural Resources Natural Heritage Program �avemar Ray �oaper November 7, 2017 Christopher Dustin SEPI Engineering and Construction 1025 Wade Ave, Raleigh , NC 28501 RE: SR 1513 Alum Springs Road Dear Christopher Dustin: �ecretary �usi H_ Harniltan NCNHDE-4663 The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information about natural heritage resources for the project referenced above. A query of the NCNHP database, based on the project area mapped with your request, indicates that there are no records for rare species, important natural communities, natural areas, or conservation/managed areas within the proposed project boundary, or within a one-mile radius of the project boundary. Please note that although there may be no documentation of natural heritage elements within or near the project boundary, it does not imply or confirm their absence; the area may not have been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists. In the event that rare species are found within the project area, please contact the NCNHP so that we may update our records. Please also note that natural heritage element data are maintained for the purposes of conservation planning, project review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions. Information provided by the NCNHP database may not be published without prior written notification to the NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP data may also not be redistributed without permission. If you have questions regarding the information provided in this letter or need additional assistance, please contact Rodney A. Butler at rodney.butlerCa�ncdcr.gov or 919.707.8603. Sincerely, NC Natural Heritage Program MAI LI NG fi�aRESS= Telephone= (919j 7fl7�1 d7 LOGLkIION= 1fi�i1 Mail Service Center wv�v,+.nenhp.arg 121 West Jones Street Raleigh, NC 2769�1651 F2aleigh, NC 276d3 NCNHDE-4663: SR 1513 Alum Springs Road November 7, 2017 1:21,399 � Project Boundary o o.i�s o.ss o.� mi ❑ Buffered Project Boundary o o.z�s o.ss 1.1 km Sources Esri, HERE, DeLorme. Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey. Esri Japan, METI, Esri China (Hong Kong). swisstopo, Mapmylndia, OO OpenStreetMap contributors. and Ihe GIS User Community Page 2 of 2 Programmaac Agreement Cultural Resources Screening Checklist PcojectNumbers: TIP: N/A FA: N/A WBS: DF15003.2031002 Project Name: SR 1513 Pipe Replacement County: Duplin Project Description: SR 1513 Replace existing 60" CMP with (1) @ 12'-11" x 6'-0" CAABC w/Headwalls and additional Rip Rap Funding Source: State Permits Required: State/Federal Instrucrions: NCDOT Project Managers/Engineers, should complete the following checklist based upon yout knowledge of the project site and 'unuiediate vicuuty. If you check "Unable to Detenniiie", effoxts should be undertaken to acqu�e available infoxmarion on the project. If the answet to any question is "Yes" ar"Unable to Deteimuie," the pcoject is subject to fuxthez historic preseroarion review, not withstanding othet detern�uiadons undet state envixonmental review laws and tegulations. If the answer to all the quesrions is "No," the project may be excluded fiom futthex histoxic preservation review. Yes No Unable to Deternuee A. Does tlils project contain acriviues that axe not specified in flppendiz C of ❑ � ❑ the North Caxolina Pxogxammatic �lgxeement fox Minor Transpoxtation Pxojects? (L.ist of Exempt �lctivities on revexse) B. Is this pcoject d'uecdy celated to othex acrions with individually ❑ � ❑ insignificant, but cumulatively signiflcant, envixonmental effects? C. rlce thexe pxoperties listed on ox eligibie fox listing on the National Registes ❑ � ❑ of Historic Places in the project area? D. Is this pxoject questioned by the ownec of a historic property? ❑ � ❑ E. Is there known public contiovexsy based on historic p:eservauon issues? ❑ � ❑ F. Can this pcoject be classified as anytlilng othec than a"categorical ❑ � ❑ exclusion" (ox state-equivalent) pioject Certification By my signatuxe, I cexdfy that I have completed a site visit or am fainiliar with the specifics of the pxoject and that my answets to the quesdons above axe, to the best of my knowledge, coxrect. I also understand that no furthex environmental analysis is xequiued accotding to Appendix C of the North Caxolina Progtaimnadc Agreement fox Minor Transpottarion Projects. , ACTIVITIES EXEMPT FROM THE PROGRAMMATIC AGREEMENT The activities in Appendix C are exempted &om further review, provided the undertaking meen all of the following conditions: • is limited to the activities specified; • is• not part of a largei undertaking; • is not questioned by the owner of a hisroric property; • has no known pubGc controveisy based on historic preservadon issues; and • is dassified as a"categorical exclusion" (or state-equivaleat) project. EXEMPT ACTIVITIES • Mowing, seedirig/mseeding, and other ground covei maintenance activides; • Installation or replacement/repau of fixed stadc signs, inrerconnection devices, s�rveillance cameres, dosed circuit 7Y� and other minor incident management devices, railroad wazning devices, and improved rail cros�ing surfaces; • In-kind replacemeny reconstruction, or ordinary repair oc modificadon of existi�g Gghti�g, guazdrails, modern fencing, traf6c signals, curbs and gutters, sidewalks, and variable message signs; • Activities• that do not imolve cons[rucdon or ground disturbance, such as pieliminary engineering, training, rechnical studies, non-invasive inspections, and educational programs; • Overlay, milli��g, grooving, iepairi�g (conaete oi asphalt patthing oi slurry seal), striping, or resu:facing of existing ramq roadway, and parking lot surfaces whece theie will be no new impaccs oucvide an esisung facility; rumble strips, loop detectois, pavement marlci�gs (noxmal and caised), and snow and ice derectocs ro the same; • Acmiues within the erzisting dismrbed median, including installauon of �ew or replacement median bazriers or guard rail; • Modemization of an esisting tcaaspoztadon faciliry by widening less than a travel lane or adding lanes, provided such widening does not extend beyond the limits of ezisting unproved right-of-way (indudes• shoulder addidons• to roadways, bridge approaches, tum lanes within the existing unproved facility); • Conecting substaadazd ioadway geometrics and inrersections (i.e., spot unpiovemeats), provided such coimcfions do not extend beyond the limits of existing vnproved right-of-way; • Minoe bridge rehabilitation, bridge cails, or substructure alterations where the work is confined ro the bridge itself, and a. the bridge is no older than 45 yeazs at the date of NCDOTs project review, or b. the bridge has been dereimined ineligible for the National Register of Hisroric Places; • Minoi safety ielated diainage unprovements, induding but not limited to: insrallauon, replacement or removal of culverts and headwalls; installatioq replacement and eztensions of pipes; and addidon of pipe end secuons; • Routine deaning, maimenance and repair of ezisting drainage, stormwatei managemrnt, and water yuality facilities and devices, not including projech that seek to expand or extend s'uch faciliues; • Replacemen[/relocation of existing underground utilities in kind and within existing footprint and replacemeat/relocation of e�tisti�g utility poles behveen edge of existing unproved right-of-way and :oad; • Repair of erosion contro] and protection measuies, including but not limited to: slope stabilizabo�, s•Gde iepair, rip rap, or ieta'v�ing walls and new construction of such devices within erzisting unproved right-of-way; • Rehabilitation of existing at-grade railioad crossiags and installation or upgrade of regulatory signs and railroad wamirig signs and devices, upgrede of advisory signs, and track and eail bed mainrenance, provided there is no change in grade; • Construcuon of bicycle and pede,trian lanes, paths, pedestrian ,ignal heads, and facilities, and multi-use path. and facilities pmvided such constiucdon does not extend beyond the limits of e�cisting'vnproved right-of-way; • Construcuon of oi improvements to res[ areas, [tuck weigh starions, park and xide loGc, and other nansportation relared maintenance, stoxage, and ofEce Eacilides, where no new right-of-way is acquued; • Landscaping on fill-slopes and back-slopes; • Disposal of excess stare-owned properties; • Other minor actions if deemed appropriate foi coverap,e under this PA by consultation and mumal written agreement between NCDOT and HPO/OSA. DUP� N COUNTYo Q�UM SPR NGS (SR S TE AT a M �ES E OF SR 3060 PPE REP�ACEMENT PROJECT—CROSS DATA COLLECTEDo 09/12/17 PERMIT DRAWINGe 2 OF 2 NOT TO SCALE INLET 24' 5 3) SECT ON V EW CLASS B RIP RAP ON OUTLET IN STREAM CHANNEL FOR 9 LF ON A 3al SLOPE 90oq5 — 50 FT UPSTREAM 90e92 INVERT STREAMBED ELEVATION STREAM CROSS SECTION — 50 FEET UPSTREAM OF EXISTING INLET � 6-7 FT� � 6a5 FT OHWM l05 FT IFT � � 5-6 FT � OUTLET NOT TO SCALE 88001 — 75 FT DOWNSTREAM 90,83 INVERT STREAMBED ELEVATION STREAM CROSS SECTION — 100 FEET DOWNSTREAM OF EXISTING OUTLET � 10-12 FT� � 6-7 FT � 4-5 FT 2-3 FT OHWM � � 7-8 FT� WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Bank Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stabilization No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. (ac) (ac) (ac) (ac) (ac) (ac) (ac) (I� (I� (I� 1 Pipe/Rip Rap 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9* 30 0 TOTALS*: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9* 30 0 NOTES *2.5 ft of the 9 ft. of perm. impacts associated with rip rap on outlet is within the footprint of existing pipe. Proposed pipe is 5 ft. shorter than existing pipe and will be centered with the roadway.