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Home My WebLink About2024-05-14 FHWA Request to SHPD for No Adverse Effect Concurrence 0 U.S.Department Hawaii Federal-Aid Division 300 Ala Moana Blvd, Rm 3-306 of Transportation Box 50206 Federal Highway May 14, 2024 Honolulu, Hawaii 96850 Administration Phone: (808) 541-2700 FHWA-Hawaii.Intake@dot.gov In Reply Refer To: HDA-HI Ms. Dawn N.S. Chang Chairperson and State Historic Preservation Officer Department of Land and Natural Resources 601 Kamokila Boulevard, Suite 555 Kapolei, HI 96707 Subject: National Historic Preservation Act Section 106 Effect Determination Hawaii Belt Road, Nanue Stream Bridge Rehabilitation Honohina Ahupuaa, Hilo Moku, Hawaii Island Federal-aid Project No. BR-019-2(077) Tax Map Key (3) 3-2-001-008 Dear Ms. Chang: The Federal Highway Administration (FHWA), in coordination with the Hawaii Department of Transportation (HDOT), is planning the Nanue Stream Bridge Rehabilitation Project(the Project) on Hawaii Belt Road approximately 16 miles north of Hilo at Milepost(MP) 18.5 in the Honohina Ahupuaa on Hawaii Island. The FHWA has determined the Project will have No Adverse Effect to historic properties and requests the State Historic Preservation Officer's (SHPO's) concurrence on the effect determination, in accordance with Section 106 of the National Historic Preservation Act(NHPA) of 1966, as amended (2006). Description of the Undertaking The subject project is located in the Honohina District, approximately 16 miles north of Hilo on Hawaii Island and carries Hawaii Belt Road over Nanue Stream (See enclosed Figures) submitted via the Hawaii Cultural Resource Information System [HICRIS]). The proposed undertaking will rehabilitate Nanue Stream Bridge to address the deterioration in the superstructure by repairing steel truss members, bearings, gusset plates, rivets, etc.; address spalls delamination in the concrete deck, bridge railings, column pedestals and foundations; clean and paint the steel members following the repairs; and address scour deficiencies for the bridge foundations. The rehabilitation proposed is consistent with and will adhere to the Secretary of Interior's Standards for the Treatment of Historic Properties (36 Code of Federal Regulations [CFR] Part 68, 1995) and will be overseen by an architectural historian meeting the Secretary of Interior Professional Qualification Standards (36 CFR Part 61). Project plans are included as Attachment 2 for the State Historic Preservation Officer (SHPO)review to ensure consistency with the Treatment Standards. 2 Area of Potential Effects The Area of Potential Effect(APE) is approximately 16 miles north of Hilo at MP 18.5 of the Hawaii Belt Road. It is approximately 100 feet wide by 1,200 feet long along the roadway in the State Right of Way, and 300 feet by 1,000 feet makai of the highway at TMK: (3) 3-2-001-008. The total project acreage is 10.7 acres. The SHPD accepted the APE on April 15, 2024 (Project No. 2023PR01507, Doc. No. 240451405) and advised that should the APE need to be changed or refined in the future, your office should be notified. The Project plans have not changed since that time and no modifications to the APE have occurred. See Attachment 1 for the APE boundary, Attachment 2 for the Project plans, and Attachment 3 for site photos. Identification of Historic Properties Individuals meeting the Secretary of the Interior's (SOI)Professional Qualifications Standards reviewed available information, including National Register of Historic Places (NRHP) listings, information derived from online research and other sources to identify historic properties in the APE. In response to HDOT's request for information on Native Hawaiian Organizations or Hawaiian descendants with an interest in the undertaking or project location, the SHPO recommended consulting the U.S. Department of the Interior's Native Hawaiian Organization Notification List and consider including interested parties such as civic clubs and historic preservation groups. A Section 106 notice/advertisement of consultation was published in the Hawaii Tribune Herald and West Hawaii Today newspapers on March 29, 2024. Native Hawaiian organizations, and Native Hawaiian descendants, with ancestral lineal or cultural ties to, cultural or historic properties knowledge, or cultural or religious attachment to the proposed project area as well as other individuals and organizations with a demonstrated legal, economic, or historic property concern were asked to provide information of known historic properties in the APE. FHWA transmitted Section 106 consultation letters dated March 13, 2024; to the following organizations or individuals: • State of Hawaii,Department of Land and Natural Resources(DLNR) State Historic Preservation Division (SHPD) • State of Hawaii DLNR, Aha Moku Advisory Committee • State of Hawaii, Department of Hawaiian Home Lands • Hawaii County Cultural Resources Commission • Hawaii Island Burial Council • State of Hawaii, Office of Hawaiian Affairs • Association of Hawaiian Civic Clubs • Association of Hawaiians for Homestead Lands • Au Puni 0 Hawaii • Council for Native Hawaiian Advancement • Friends of Iolani Palace 3 • George K. Cypher Ohana • Hawaiian Civic Club of Hilo • Hawaiian Community Assets, Inc. • Hawaii County Cultural Resources Commission • Historic Hawaii Foundation • Hui Huliau Inc. • Kamehameha Schools • Kanu o ka Aina Learning Ohana • Koolau Foundation • Kuaaina Ulu Auamo • Kuloloia Lineage—I Ke Kaio Kuloloia • Na Koa Ikaika Ka Lahui Hawaii • Na Kuauhau o Kahiwakaneikapolei • Na Kupuna Moku 0 Keawe • Nanakuli Housing Corporation • Nekaifes Ohana • Ohana Keaweamahi • Order of Kamehameha I • Partners in Development Foundation • Paukukalo Hawaiian Homes Community Association • Royal Hawaiian Academy of Traditional Arts • The I Mua Group • The Makua Group • The Mary Kawena Pukui Cultural Preservation Society • Azhar Q. Mustafa • Penny L. Mustafa • Liliuokalani Trust • George Hitowari • Sterling Niles Schuetz • Soon Ae, Schuetz • Agee, Inc. Each were asked to review the proposed undertaking, comment on the APE and share information regarding historical and cultural sites within the APE. Recipients were asked to respond within 30 days from notice. Two responses were received. The Office of Hawaiian Affairs (OHA) commented during the 30-day NHO notification period. OHA would like to participate as a consulting party but has no comments on the APE. The Hawaii County Resources Commission (CRC) commented during the 30-day NHO notification period. CRC would like an in-person presentation during the month of July 2024 to be informed of the project but has no comments on the APE. In SHPD's April 15, 2024 correspondence was a recommendation for HDOT and FHWA to research the SHPD Library to determine whether any archaeological identification efforts have 4 taken place in or around the APE. Our SHPD Library research found no record of archaeological studies completed near the project area and APE. FHWA identified one historic property in the APE through research and consultation. Nanue Stream Bridge is listed on the State of Hawaii Department of Transportation State Historic Bridge Inventory and Evaluation (SHBIE) (2013). Nanue Stream Bridge is listed twice in the SHBIE. The following is summarized from pages 6-11 and 6-149: Nanue Stream Bridge (Bridge Number 001000190308146)was constructed in 1952. It is a steel trestle bridge type with concrete open horizontal parapet/railing type, and it is listed on the Hawaii Register with a high preservation value. Its character defining features are: • One of six registered steel trestle bridges on the Hamakua coast • Uncommon use of steel material in Hawaii's extreme marine environment • Engineering significance of the trestle structure of the early twentieth century • Associated with the sugar plantation industry • Associated with the Hilo Railroad Company • Associated with three founders of the Hilo railroad company • See National Register of Historic Places Nomination Form in appendices • Associated with Post-War Hawaii Belt Road District • See Hawaii Belt Road historic context Chapter 2.5 Assessment of Effects Typically, bridge rehabilitation results in an effect in historic properties. However, we are implementing the following as mitigation to retain the original appearance and integrity of Nanue Stream Bridge. • Replacing in-kind steel truss members, bearings, gusset plates, nearly identical components to the original rivets, etc. that have corrosion and section loss; • Addressing spalls delamination in the concrete deck, bridge railings, column pedestals and foundations, such that the original characteristics are retained; • Cleaning and painting the steel members following the repairs to a near resemblance of the original bridge; and • Addressing scour deficiencies for the bridge foundations to maintain the original substructure. 5 Basis of Determination Based on the mitigation efforts described above for the rehabilitation, FHWA has determined in accordance with 36 CFR § 800.5(b)that the Project will have No Adverse Effect on historic properties, as the project is rehabilitating the historic property in a manner consistent with the Secretary's Standards for the Treatment of Historic Properties (36 CFR part 68) and applicable guidelines to avoid adverse effects. The FHWA requests your concurrence with the No Adverse Effect determination for the Nanue Stream Bridge Rehabilitation Project on Hawaii Belt Road at MP 18.5 pursuant to 36 CFR. § 800.5(b). Please notify us within 30 days if you disagree with FHWA's finding. If you have any questions,please feel free to contact Matt Walker, Transportation Specialist, at(808) 541-2339 or by email at matthew.walkerl@dot.gov. Thank you for your assistance. Sincerely yours, Digitally signed by MATTHEW IEUAN WALKER • Date:2024.05.14 14:56:24 -10'00' for Richelle M. Takara, P.E. Division Administrator Enclosures cc: Amy Sunahara, HDOT (amy.my.sunahara@hawaii.gov) Hansen Ho, HDOT (Hansen.ho@hawaii.gov) Lawrence Laus, HDOT (lawrence.m.laus @hawaii.gov) Trisha K. Watson, Honua Consulting (watson@honuaconsulting.com) w t rr-,--,,a, Project io Loccation / a . /"� " 1116.. 02 ,32Q020B6fy Y ak dam, y ifij .. 332'002463 • �S20p2028 1 sit 1 M 372062067�d",•M� ��}} 332010 " 'x � � ✓ 3331 702017 � _ �� L• I-IaWal`I y Island •, 332001020 _ 3'264,2( I" "w irk • a . Nanue Stream Bridge Co 332001006 ' - -- L n Y w ° \ 342tl01o2a 0102 332001067.-. _%r '5 1026 1. 3320 l .a. – 332001019 '-,3, ,tics 332001028 � �'4,,j�1�"'"Oiq , II) 332062025`. ,' " � At -. �- / f 332001029- I✓ i" ji•,, a I J %' 332041011 12002099 j Se steam y 352001 005 • N�" �r` \ r `� .33260101 ,-4, 332001001 , 7 Legend -- ,�, 332001004 ._ _ Area of Potential Effect . ,'r 332001015 Tax Map Keys .- .332001090 ,� L 332001024 �! 332001002 Streams 250 50,0 1,000 Feet Nanue Stream Bridge Rehabilitation Area of Potential Effect Map 4. I I I �G T._ HaiE XXX-XX XXX 1021 w.�.. Attachment 2: Project Plans f NORM To Hilo To Honokaa 2c, 528'-0" 5l,0„ 50,0„ 40,-0„ 72'-0„ 40,-0„ 72'-0„ 40,-0„ 72,0„ 40,-0„ 51,0" 71 edge of ° '1A z zexist.railing zl zl Upstream z zl g g Exist Steel— w ed-1 medge ofeg- geH o Plate Girders Q mmg m! S1,1 Z Z 74 to be Abrasive eg eu g �I exist. Fu exist.curb— Fu Fu eu Blasted and Pavement line Coated 1 @ Hawaii exist. / 6 eriege � drain ryp Belt Road G-i , —_ 0G2� q` ee Top of Column exist.— ' m (Below: sidewalk Replace Beck Expansion edge of exist.— Downstream —Hybrid Polymer Concrete I Joint Seal,Typ.At Abutments pavement (HPC)Overlay from Edge and Bents 3,5,7,9 edge of exist. of Gutter to Edge of Gutter railing LAYOUT PLAN Scale: r=20'-0" IT a.... i e • e E 1111H t LAYOUT PLAN s HAWAII BELT ROAD s NANUE STREAM BRIDGE REHABILITATION Federal-Aid Prof Na XXX-XX-XXX ee Scale:As Noted Date,Dec 2022 U sneer rva. SAID or 3 SHE .. T XXX-XX-XXX 2022 ea/e. P,AoR To Hilo n'" To Houwkae $20 ff. 528'0" r51'0" 50'0" 40'-0" 72'-0" 40'-0" 72'-0" 40'-0" 72'-0" 40'-0" 5/'0" Upstream z z z z z z z, o o z :,S m m m edge ab exist. m m�__., m__., co' � t' �� deck above eu� eu' Fu Fu �� I q-= 1_ :: 4:. ,. . I � 1 Q m , Hawaii ..-.. 4}�,', m '''''.:7-4-1-,, - m a _ Belt Road/ Ypi�' _ - I� - I� !: Qi . } 1I9111� 'bBridgeIIID -_� ._ ._ i- - _—_I _ _ _I• L _ _ _- L _— _T_._ _ =_ MIME II nand R::.<1:4":' �. th.. 2 } `I I1 E a S. ' o o ': 0 2/0 200/90 /80 /70 I60 750 /40 1301 720 /10 /00 9L1 80 70 60 50 140' 30 20 z 10 420:40 60 70 I,80 90 100 I/O /20/30 )40 /50 /60 1j0/80 180 200 X edge of exist. Downstream 30 50 deck above Existing Foundation to R. be Partially Demolished and Rebuilt,Typ P. FOUNDATION PLAN sealer 1".20,-0" f I u e o:P - rON kgs aArn�*n�Eor ranrvsaoArn Ec@E: o FOUNDATION PLAN s HAWAII BELT ROAD s NAME STREAM BRIDGE REHABILITATION aFederal-Aid Prof Na XXX-XX-XXX Scale:As Mated Date:Dec 2022 a sneer rva. SAi2 oe 3 srvee... H.O. „,E ,rr.�. XXX-vv-XXX 2021 To Hilo \�uf To Honokaa e:t N°q� �n. 20 tl MI v v1 b A Q at NI i1 21 2 2 2 2 2 2 2 2 2 B Hawaii— 1 -til ¢l m m ml m m ml ml ml ml ¢l Beit Road/ ec EV, edge of Ey' Ey, Ey Ey EV i EV i EV i EV i EV C Bridge deck above c-t a„ ro r a, I oro r „ ,, r c2 1a. i " � 7 1 II 1„ �I 117 ISI 1 1I 1 1, �I 1—I 1 II 1,1 1 I'I 1 1,1 �I 1-1 1 1 1 'I 1,1 1 I<,168 hA\ A �7 ®. edge of end cross intermediate cross strut tg deck above frame(typical) frame(typical) (typical) Abrasive Blast and Coat All Existing Steel Plate Girders,Cross Bracings, o Lateral Bracing,and Struts 5 vvs 55 FRAMING PLAN Scale, r=2E-0" 1 i v u e e oE, - r.N kgs 3 aA H�..'"'i...°NPTP '41444 o FRAYING PLAN s HAWAII BELT ROAD R AIME STREAM BRIDGE REHABILITATION Federal-Aid Prof Ha XXX-XX-XXX V Scale:As Rated Date,Dec 2022 ISHE,Na. SAID or 3 SHEETS Hybrid Polymer Concrete Abrasive Blast and Coat 2,0..", ,..-E " ^ 2',2 ,. ^"' Repair Railing Spalls Replace Deck Expansion (HPC)Overlay from Edge All Existing Steel Plate "00"• ".L. xxx-xx-xxx 2022 and Delaminations,Tyµ Joint Seal,Typ. of Gutter to Edge of Gutter Girders and Bracing Elements To Hilo 57-0" 5040" 4040" 77_0" 4040" 77_0" 40-0" 77_0" 40,_0" 5/50" To Honokaa , 0' `' `O m N i a a a L',„ top of exist. x a x a m xa i i i ' cont.railing i i 4 , ` c mc exist.cont. m m l `c .1 deck —220 ._ ----"-- _ ' ,11—t1-111—. ' ' 220— LE F F F E F F E E FIF E F F ESE F —2/0 A /515 2/0- -200 V A exist.sleet = AMI L' 200- -190 A girder Elantomeric 190— _ , A Bearings, h —180 A °' \ Tip /' I80- 4 no a 170- -160 m .z/ /60- -140 plI _ ro 140- • -130 r ''77- / 130— _120 e "i' m / /20— • —I/O N am, I10— —100 N, / approximate 100— exist.grade 14 , r —90 Existing Foundation to 0 90— € —80 be Partially Demolished \ e V 80— and Rebuilt,Typ ` - • -70 \ 7-4 70- 60 A 60- 50 nigh / exist.footing,typ. 50— n74 ater —90 1, el.-15.0 / 40- -30 H �\ v normal / 30— water a.... 2 Legend, u F Fixed Bearing DOWNSTREAM ELEVATION E Expansion Bearing Scale, f'=20'-O" °"'"'H.W"°"F'°".°"""°" a E5!55: o BRIDGE ELEVATION s HAWAII BELT ROAD 2NANUE STREAM BRIDGE REHABILITATION e Federal-Aid Prof Na XXX-XX-XXX Scale:As Noted Date,Dec 2022 I ,neer Na. SA2J or i s"ee... -TA' XXX-XX-XXX 2022 .=FF.. upstream Downstream To Hilo To Honoka'a exist.cont. 'I-a Hawaii Belt Road/ deck 2I exist.cone.deck C Bridge top of exist. •C- exist.conn railing conc.tailing m1 o MEWTop of Column Replace Bearing, °a,c Elev.__ Top of Column ;Ai Typ exist.steel Elev.__ girder Column Splice, Column Splice, TYP• TYp Foundation to be Partially Rebuilt, Top of Foundation Top of Foundation Typ' a • A A Elev.__ Elev.__ IA lB IC ID ID BENT NO. 1 ELEVATION BENT NO. 1 ELEVATION A EXTERIOR DOWNSTREAM FACE B Scale: 1/16"=P-0" Asl SAL Scale: 1/16"=P-O" A7./SAL E NOTE: Elevations shall be determined after land survey information has been obtained P. a.... i s u e g. ',-5!55,H,, o BENT NO.1 ELEVATIONS s HAWAII BELT ROAD s NANUE STREAM BRIDGE REHABILITATION C e � Federal-Aid Prof Na XXX-XX-XXX Scale:As Noted Date,Dec.2022 ISHE,as. SA1l or 5 SHEET.. „.E XXX-XX-XXX 2022 ..rr.,. Up�eam To Hilo To Ho�ka'a Ilpatream DownstreamDownstream Jr—B Hawaii Belt Road/ exist.con,deck ii' 4—B Hawaii Belt Road/ exist.cont.deck Bridge `eccconc.railing C-I exist.conc.deck C Bridge top of exist. exist.cone. m m exist.conc. railing Fv� fy�, railing =-- _ MEM- Top of Column Top of Column • Tap of Column Replace Bearing, , Elev.__ Replace Bearing, n,, ,,� , Elev.__ Elev.__ Typ, m” exist.steel - TYA ' 'k` E. girder , lii: Column Splice, Column Splice, Column Splice, Typ Typ. 7Typ. E, FP Foundation to be IIIItirde , .. + , - Partially Rebuilt, Tap of foundation Top of foundation41 Et,TYA M m a A Elev.__ Elev.__ __'f-3 -4r-_'N, ir- � Foundation to be 23 28 2C 20 2D Partially Rebuilt, TyA � _ e N Top of Foundation 73. 7raTop of Foundation A Elev.__ u Elev.__ L. 30 3A 38 3C 3D P. BENT NOS. 2 AND 3 ELEVATION BENT NO. 2 ELEVATION A EXTERIOR DOWNSTREAM FACE ram BENT NO. 3 ELEVATION raTh Scale, 1/16"=I'-0" As2 ISAJD Scale, 1/16"=T-0" Axe sA Scale: 1/16"=I'-0" Ase sax a.... i s u '-';@P: o BENT NOS.2 AND 3 ELEVATIONS lionE a HAWAII BELT ROAD =4 s NANUE STREAM BRIE REHABILITATION Federal-Aid Prof Na XXX-XX-XXX Scale:As Noted Ooh:Dec 2022 a SHEET Ho.SA12 of 5 SHEET.. B Hawaii Bell Road/I V„ __''' a„g. 1g',„ ,F,, u tream Downstream Toilo� c m To Hoka'a Bridge XXX-xx-XXX 2022 exist.conc. i i Upstream exist.conc.deck B Hawaii Belt Road/ deck - '' exist.conc.deck Downstream exist.conc.railing 0Bridge top of exist. m' oJ1 exist.conc. conc.railing - e' railing ._ ■@O Top of Column v Top of Column Replace Bearing, = ®- ,a Elev.__ —\ Top of Column Replace Bearing,-----1",,,4,%,� Elev.- Typ. av exist.steel �_ E/ev.__ Typo g girder . 1 4o% ff, ''''+''' ‘,, P„m � /fip,444\:H- Column Splice, Column Splice, Column Splice, Typ. Typ. Typ. Foundation to be Partially Rebuilt, op Foundation to be Tyµ Foundation be Partially Rebuilt, 1/1111:6//frfrfr.74.,e Txo� Top of Foundation Partially Rebuilt, Typ. • • • • Lice.__ ■ To. $ l'- Top of Foundation/ -\:‘+:1111 ".- , �� Top of Foundation V Top of Foundation 4-44-4 4-44-4 Elev.__ ��_, i Elev.__ IJ,�� Li U Elev.— .... �4A 48 �4C 40 -- 50 -44-4 SC 50 BENT NOS. 4 AND 5 ELEVATION 5A 5e BENT N0. 5 ELEVATION Scale: 1/16"=T-0" A 3 Sa v t BENT NO. 4 ELEVATION�`a 5") EXTERIOR DOWNSTREAM FACE�B� e N.N c g Scale: 1/16"=F-0" Scale: 1/16"=T-O" 52 IS 1 N'PP o BENT NOS 4 AND 5 ELEVATIONS lionE HAWAII BELT ROAD s NANUE STREAM BRIDGE REHABILITATION Federal-Aid Prof Na XXX-XX-XXX Soak:As Noted Data,Dec 2022 a SHEET No.SASS of 5 SHEET.. g. Upstream Downstream To Hilo , ,� To Ho�ka'a upstream " XXX-XX�XXX 2022 �� I z z Downstream �B Hawaii Belt Road/ —1 exist.conc.deck @ Hawaii Belt Road/ exist.cont.deck exist.cont.deck exist.cont. Bridge of m top of exist. exist.cont. S Bridge railing Ev�, ��, conc.railing railing Top of Column ,,,, m Top of Column Replace Bearing, g am , gg v Elm'._ Top of Column Replace Bearing, a�a.V,. a Elm'._ Typ. 4#S,g exist.steel ' Elev.__ TYA s gv %g girder ,. '4,7.., Column Splice, Column Splice, Column Splice, e & TYA Ty3 TYA A` a Foundation to be ParHa/IY Rebuilt, g. og, ` Typ. g Top of Foundation O Top of Foundation Elev.__ LJ 4J au Elev.__ l--`i sY_g5 P*111111 V 0 7A 7B 7C 70 Foundation to be P. Foundation to be Partially Rebuilt, s Partially Rebuilt, g X TYA rya. g „ Top of Foundation BENT NO. 7 ELEVATIONrc� �T I 1--�, , Elev.__ Scale: 1/16"=1'-0" a 4 SA i a.... � �_� Bj Top of Foundation ad_�`, 6A 6B 6C 60 Elev._ 6D i BENT NOS. 6 AND 7 ELEVATION P. e BENT NO. 6 ELEVATION(---;—% EXTERIOR DOWNSTREAM FACE�BT c NN,N Scale, 1/16"=l'-0" SAz:2119.4 sa Scale, 1/16"=l'-0" 4 sa 'Ncgp o BENT NOS.6 AND 7 ELEVATIONS a?eooe t a HAWAII BELT ROAD 4 s NANUE STREAM BRIE REHABILITATION Federal-Aid Prof Na XXX-XX-XXX Soak:As Noted bate:Dec 2022 a SHEET,,. SAI4 oe 5 sneer.. z Attachment 3: Site Photosir�u,„� -,. • . r'k mot e ; .,.. 4 MW ' � W grillL,.,11...0‘0 ill;I rye � ry ` I�, 4.b.. � -,•'.''',',„ •,�� Photograph 1.Upstream(West)Elevation o - .m u., w i •µ tar 'a .11# `t, 1---,'"'t, �,�. 1 ". mm T , ..v , .. e x .v ,0 _ gy " . ,, , '5/., "...2 4' ' “L'44'1° a" ' " # ""' . 4filitijoi% ` . - m f r Ato�e Photograph 2.Looking Upstream(West) ill ` CONSOR Appendix B Bridge ID: 001000190308146 a 7 Nanue Stream sir6ue ��rp 0 .11 II . ,v,,,,,,„ _ 7,1,, ro''WW FMS. •IN'IU'�!' "^&. -L�. .,e„ .. lif* .""L/` " e.q. �.� *ty 0 nL Photograph 3.Looking Downstream(East) +466' AA n . \\\\L- --'''''''''''''''''''''''''"'''.41'''4.4'..44:MI Photograph 4.South Approach(Looking North) , CON OR Appendix B Bridge ID: 001000190308146 a 7 p Nanue Stream i...„ or Wo, f R ri' 5 '•,- y� W V T I ,'l ''� • 411 i 10 S. "' ^ �� Photograph 43.Bent 3 Level 5,Column A just above bearing,gusset plates-Damage,plates are bowed to the South up to 1/8"for the horizontal bracing member(CS 4) czr. :,i'..-,,,11,- w W, L W 0 41, .- gleietir' ', fir, ... -0,_ .,W '*" i , ' i • u 1 mm e if + 6. w a Photograph 44.Bent 3 Level 1,Column D Vertical near top-Corrosion,typical laminar at upper levels(CS 3) CONSOR Appendix B DAWN N.S.CHANG JOSH GREEN,M.D. CHAIRPERSON GOVERNOR KE KIA'AINA BOARD OF LAND AND NATURAL RESOURCES COMMISSION ON WATER RESOURCE MANAGEMENT SYLVIA UKE LIEUTENANT GOVERNORI KA HOPE KIA`AINA ¢�.;,.,a,.,F„g.5 ■ RY FITKANAKA'OLE DEPUTY DEAN D.UYENO ACTING DEPUTY DIRECTOR-WATER G *1 AQUATIC RESOURCES BOATING AND OCEAN RECREATION ` � 7F ACI bald BUREAU OF CONVEYANCES R, Wi y_ COMMISSION ON WATER RESOURCE MANAGEMENT T7' 4.4 ., ,,. ;'S-�� CONSERVATION AND COASTAL LANDS ^ CONSERVATION AND RESOURCES ENFORCEMENT C + _ y. ENGINEERING 11,.‹,/„,....r...+'p FORESTRY AND WILDLIFE HISTORIC PRESERVATION KAHOOLARE ISLAND RESERVE COMMISSION LAND STATE OF HAWAII KA MOKU`AINA '0 HAWAII STATE starer ra+o, DEPARTMENT OF LAND AND NATURAL RESOURCES KA•OIHANA KUMUWAIWAI`AINA STATE HISTORIC PRESERVATION DIVISION KAKUHIHEWA BUILDING 601 KAMOKILA BLVD,STE 555 January 22,2024 KAPOLEI,HAWAII 96707 IN REPLY REFER TO: Henry Kennedy Project No.:2023PR01507 Engineering Program Manager Doc No.:2401 SHO4 Design Branch,Highways Division Archaeology State of Hawai`i Department of Transportation Architecture 601 Kamokila Boulevard Kapolei,Hawai'i 96707 Email:Henry.Kennedy@hawaii.gov Electronic Transmittal Only,No Hard Copy to Follow Dear Henry Kennedy: SUBJECT: National Historic Preservation Act(NHPA)Section 106 Review— Initiation of Consultation and Request for Concurrence with the Area of Potential Effects Hawaii Belt Road Nanue Stream Bridge Rehabilitation HDOT Ref.No.HWY-DD 2.25320,Federal Aid Project No.BR-019-2(077) Honohina Ahupua`a,Hilo District,Island of Hawaii TMK: (3)3-2-001:999 The State Historic Preservation Division (SHPD) received a letter dated December 15, 2023 from the State of Hawaii Department of Transportation (HDOT), on behalf of the Federal Highway Administration (FHWA), to initiate the NHPA Section 106 consultation process,request information, and request the State Historic Preservation Officer's(SHPO's)concurrence with the Area of Potential Effects(APE) for the Hawaii Belt Road Nanue Stream Bridge Rehabilitation project on the island of Hawaii. The SHPD received this submittal on December 19, 2023 (HICRIS Submission No.2023PR01507.001). The proposed HDOT project will receive funding and oversight from the Federal Highway Administration(FHWA) and is therefore a federal undertaking as defined in 36 CFR 800.16(y);the FHWA determined the proposed project is subject to compliance with Section 106 of the NHPA. Pursuant to the Programmatic Delegation of Authority (May 2016), the FHWA has delegated Section 106 consultation to HDOT. The project is also subject to historic preservation review under Hawaii Revised Statutes(HRS) §6E-8. According to the letter received, the proposed project is in Honohina, approximately 16 miles north of Hilo at Milepost 18.5 of the Hawaii Belt Road (Route 19). The rectangular shaped APE extends 1,121 feet to the north from the northern terminus of Nanue Stream Bridge and 401 feet south from the southern terminus of the bridge. The bridge itself measures 528 feet long. The total length of the APE is 2,050 feet and the width is 110 feet. The APE includes the bridge footprint, construction and staging areas, and the highway right of way. The APE acreage totals 5.5 acres.At this time,the SHPO has no objections to the APE as it is defined. The SHPD reviewed the list of parties HDOT, on behalf of FHWA, intends to invite to consult per the Section 106 process for the proposed project and has no additional contacts to provide at this time. Henry Kennedy January 22,2024 Page 2 The SHPD looks forward to continuing the Section 106 process for the proposed undertaking. Please provide with future correspondence a detailed and complete written scope of work for review. Please submit all forthcoming information and correspondence related to the subject project to SHPD via HICRIS under Project No.2023PR01507 using the Project Supplement option. The HDOT and the FHWA are the offices of record for this undertaking. Please maintain a copy of this letter with your environmental review record for this undertaking. Please contact Stephanie Hacker, Historic Preservation Archaeologist IV, at Stephanie.Hacker@hawaii.gov or at (808)692-8046 for matters regarding archaeological resources or this letter. Aloha, 1Gan Downer Alan S.Downer,PhD Administrator,State Historic Preservation Division Deputy State Historic Preservation Officer cc: Hansen Ho,HDOT(Hansen.Ho@hawaii.gov) Meesa Otani,FHWA(Meesa.Otani@dot.gov)