Loading...
HomeMy WebLinkAbout2025-06-24 Appellant's Objection to the Record on Appeal DeVera, Ashley From: Claudia Rohr <crohr4@gmail.com> Sent: Tuesday, June 24, 2025 8:08 AM To: Steen, Raimee Cc: Darrow, Jeff; Campbell, Jean K; Richard Standke; Wan, Sylvia A; Planning Board of Appeals; Kala, Alukahe; Ley, Rachelle; Lactaoen, Kawehilani S; Agustin, Noah; Jackson, Maija; Planning Internet Mail; Roy, Alex Subject: Objection to Record on Appeal for PL-BOA-2025-000119 Claudia Rohr vs. Planning Director on TMK: (3) 2-1-018:013 Attachments: Document#2 ROA readable.PDF; 25-1-13 PL-SFA-2025-000433.pdf Objection to Record on Appeal for PL-BOA-2025-000119 Aloha- The Planning Director's ROA, file name 2025-06-16 PL-BOA-2025-000119 COMPLETE RECORD omitted the following two documents-- a 2025-SFA-000433 (SMA Short Form Assessment) and planning staff stamped building plans dated 1/13/2025: "2025-SFA-000433. Approved for proposed alterations and additions to existing dwelling." These two documents are from the Director of Public Work's Record on Appeal in BOA-2025-000121 and are directly related to the permit appealed, pursuant to BOA Rules 3-13(h) and 1-3(21). Also, please provide the Director's internal Memo (the record) listing the names and positions of the Planning Director's authorized representatives he has approved to issue SMA exemptions using SMA Short Form Assessments. Please provide the Planning Director's supplemental ROA with these three items. Thank you, Claudia Rohr 808-640-5976 On Mon, Jun 16, 2025 at 2:56 PM Steen, Raimee <Raimee.Steen@hawaiicounty.gov>wrote: Good afternoon, Transmitted for your files is the Record on Appeal(ROA) for Board of Appeals Case No. PL-BOA-2025- 000119, for the Appeal of Decision by the Planning Director Dated April 11, 2025, Regarding Special Management Area (SMA) Use Permit Assessment Application (PL-SAA-2025-000280) Exemption. Due to the large file size, the document may take some time to download and view. The ROA pdf has been book-marked for your convenience so that you may easily navigate through the document. There will be no hard copy to follow. Should you have any questions regarding the attached record, please feel free to contact Planner, Alukahe Kala (cc'd herein) at(808) 961-8170. Thank you. Raimee Steen Clerk II Planning Division County of Hawaii Planning Department 101 Pauahi Street,Suite 31 Hilo, HI 96720 Direct: (808)-961-8038 I Main: (808)-961-8288 raimee.steen@hawaiicounty.gov 2 tii ,,cion. w, \ neoxm 'P1 nsw .o �..�'' '� \ 3NONVIS IN O21VH3121" 0 0 1 0 a N 5. ❑ O 5 _i7 Q O D N a I W — Z K H ° Z. 2 LL LT, w CC Z ,. s' C7 p Z cC cC } o I- I- w o m ,< < Q W � �l O W T N W W Q / . H ❑ ' ' l 'i' 1 4 k _ C . Pa a s o2 1 LL W w a, O 1 5 ®pp ® —1, o w 4 i 4; ss, s 11.! E Ir.,s *`, 7 S i— w W i x:., i ,.. -t A t rt P 1 4, 3 W _ Y za 3 a $w t .a as &$� a I oU ' ,,,,,e4 W2' a gr,3',3._ Lj ,„„1 31,2 p dl o ' 'g.gt-vi i 8 rc � � w all P m N -0 AN m ,,ea - i ew ' w a ti ' f yo 9 26 lgi ssa ho qiE> 'qa s N$ _ q O s,a L omo Ai aaaRmm®ama mo.a g s i . i 4�. a4 fi m a1 g a , $_i s 4 omo a®n, 1"$ P t 1 ss, s 444„ s a. I d$4'�SP . J xF alikils s 1 x g" 8 a 41 s w a g s33 0 $ ,i0"/133 11 sii plait ii °fig 1 3 a g F iE. {tip 3 i`a ill8£ zi.s d ix 3 & 14 , ® I _ illttii°11 i - 1attt k, ,,,,,,,,i 1 m $j mn. t w ra .- - - 3 ONV S V 0 r. • r _...W._.___ ._ V 1 w as N�ia , o; n El ro3mma1,4".mineriw y .. t.J aua a eio zC�a x � D e,.+vi I' /Vmmn 3hs d4 ca:ans -_-- ----- Co 0 - O 0450 m :L- - ;= prx LL o n. Pi\s 1, PiW its )Oa l:i & 3 S o U - u, g IMI 1 n. kg of ri p y \ of YUA- 4 lam,, . 1 8 l Ill Y 041, p E1 '11 ,c,+,b h L -1,,,,,..„.} .`o,y` 110 Sig g. 10 9 n k gg € r 1F 4 -- IS Dm , ( ( ( � 83 � 'm 4E�a IIk �� —' �,na � iPri ,,�"h ,r. , , o, o m ,, i s TM<f 4o� 4, i 1 1 3 �I y.a,w .0 'nK=o8 .1cl,o 0 , i�, 4� e LL i!i a u yip � �_° 0I/ / 7 5/ / ?II 3 F J IL ;'-f ram, - a .. `prod iniiiiiii �' a I V- 1' t , /,, Q J 4d y ,. _, W 7'� F I OI 1 3 o -1 z s, a T. r _fl£ t III �, I - j Iq w .022 V s Ii--ax1 s a &m 99 ( Q_ 'N1bc.. ,xmvi x,s : s _ �- ® JNaNVIS INO21VH3I 0oNbmauaoo VX _r.W— Fo.a;u-t-,{.,, wy 11/4" ' era.11 caw xeon+ avew __._ s CV pI '4 4= _ a• pjx2� 2 mw000 ', Eir<Q3o L Q3 27' - r 6 I w *AL4 “'/7 air -a d s �n %{ w s su � 3 I , j 1 t a I 1 Y; ( ' =k; '\ ,55 ,5' A; 1 IF,-5 i1 , !‘.,,_t!".., . s t.t N s , - - 1 ,. ,, 5 ...., ,. ,:i....:,[7„ 1 ,..._ ,,,.,,,,,, ,,„„.„ \‘„,..,;‘,..=„4,_ .,,,,,,T_Ti,„..,...„,,, „t,,,,i s,.,..,._ , ..., ,, ,, „, .._,_, ,..,, , .:,:, , ,,„„,_ „„„„ 1 i ,...,.,‘r L '''S' , / ', vv... --, :1 - a-iz ,.ae I`_' .. T t i....7 zr 1,41 s- K. immossop- ___,Iwto __„1 ----7------), '!:-;!!.,i 1 1 -,:?,:j;'!!! !-!-7!7,-' i ,,,,,,, , a, ,. -sir-Aasss r -- :!::,--- .c,,--7. ! -,1 i � _ Lil '7 r J %Ct AP ,,,i !Is^— I '"t Ir :G _ r , ,,_ for -, , / / yam _m^4 \\ 4 o M 1} �q rrNmeo �nm { a 31IONVIS NI O21VH�R1 E CJ N s.,y V1 I i 1 a a N ,z O Fg - � E6J ¥fix \ S t $ E NIE hi INN -- --.- -_�- aE .. 1/N I / / � a Ii a I '[1!!!! - EE Iu Po N- . g ga pp g a ,NE!EN 'INN 1 ' Rd N la £ Car(" ( NE! R g ai n € € € S €e 0 '2 ,it,—---4=-44-rEIN. 11 ., 0_4_ 27 ' ' 44 i N14 A r,rm. ' b. F. #fit ii :,. N G 2 11 ( I -- III 1i .�1 l r / K`I�1 1? j I, � f F• 4 x '77: s 4 ' _ E a; 0 r - , - roman" ..��E, „I .� .00n1q,„ KellbnINE0 el MN ,,,M5Slitme 0 ra" max s% -,>,,,,,,,/ 3NONVIS VY McIVHDII CO El0 Ell0-l-Z(E)NV11 /1/144(j Z - -----.1---' '01 03-E t 1 1 ii ]g 1 1 1 i , 1 /E,3 I . 1 ., 3. .1 .°'-'2 1 :it It it Tit i. t 1 1 .8 iali4 N11 1 1! 1111! g 41!. irr il IIi 1 ig 11 j I i 3 it 411.1 P,fi 2 I It l , '°.El 11IN liglImiT 141 qj 7T.'4i 1 11411a1gI / 1 I.-, 11, 4 11 W 4 1111 it 31 ' ' 11 . ! 1113 i I ii tel 1,, I-1E 1 lki1 IL, it g ll 1 1 / T :°' it "01 141; Pn 2 111g li 11 1 ; -1 ! 1 iliiiti 1, ill 13141 I illi 1! ii 1 I il I1 ii gltAllf II ;11 11111- W! i 301 P 11 i i il iA 11 Pgt:-: It 14 ;i_11! ;,05 i r/1r n1 .' ,-' X 1 -1 ih0C Al I. ' 1' 1/ 1.1 .1 4 . Af 1 1 --.,-.:" 2. g4 1t1tvl 1 OK12 g] 12 ' It la 1; 1, s.T,'--8 :il 21' 12iiit t „ITV 81 a; 1 8a 1 . . r - NI '. 4 “s alt 4; 4K 41 .0 41 41 LT ..T a !ai 411118 4P17, •A A n P.. .r : i". 5k7; 'cl , x .,;. A 1g ii i p i . 1 '''' 1 1 il " 11 21 21 tIg 11 g i ° ilt q ih 11 1! Ilte 11 1 1 / IV .1 2/ 11 1 4 1 ill '1 ell ! 4 1,,411 1 i g a i 11 FIR 11 :4 11 11 111 11 g i le 1 i t 11 i;c1 tt fl''' ii .1 !NI it 2 1 1,1 1 1 1 " il 11 lit It " iltfil 11 I i RI 1 I li Iii If 5 /1 It lint! il 1 1 Ig II 16 ' I' ri il li[ 11 li ilii" il fl I j AJ d 1 Ill 1. 1#1311 11 il 1 1 „, lg• '1 1 11 11 VI 11 lil ' v P ' I I; a 11 li - 8 1 ' 1111; li 11 1 i 01 1 10 1/1 14 Iiii ils 11 Ille 1 11 1 .k. 11! - 11 i. list 11 * 1 11 1 11 ; /1 111 11 1 8 1 11 i ig li 0 /A! 81 41 Ai AI! Aiiii ii 41 '41 41 1 f b h2° Pli 1 i4iliv Cf) i ii, 1 241411 q1V 41 lii 1 ilin!, M - g,. IM 2E !II 1 111111 i lh al .gnri A1II 411 III 144IP 1 '11 il 1.11 Iri 1! ill i lia ill I / A .i6-1WA W41 ill 01 1 111 1 4 j li :, 5i403-5 ti I. il -1 i 1 1113 1 33 l4 14 lie4, 041 11 ' 174ii i 111 ;1* .4 q Ili il 11411! TIN: 111 fill 4 "111 I ki la ti 1hR ii Igli /11 ;ih i I/11111 il II 1 elq1111 lkh ill p i 1111 'K I" 1 P1'1/1 Wti Ilg til i Tillil LT4 1! li 1. ALVA '11 -a' i 12 ! 1111t4 4 2 11 ill 11 !;0.4 11111 ill 11 1 1 li Alb 0, 24 N '5 `4=1 111"71 7:: I' 1 . iiii W = A T70 4 ug2011 11 i 111 MI 4 411;ill (. ] i 1 12/16/24,8:41 AM about:blank IIIIIINIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIII A PA ...... APA Wall Bracing Calculator Project Report Builder/Designer STACY OJANO/ ROBERT SMELTER Home/Building Plan Name RICHARD M STANDKE Development Address TMK: (3) 2-1-018:013 Code BASED ON 2018 IRC SDC (Seismic Design Category) D2 Wind Speed <= 125 mph Wind Exposure Category EXPOSURE D Total Number of Stories 2 STORY PW.B2024-005123 Cripple Wall NO Mean Roof Height less than 30 ft. YES Designer Responsibirities: • Check irregularities per IRC section R301.2.2.6 • Confirm load path to foundation per IRC section R403.1.6 • Design foundations per IRC section R403.1 o Include interior braced wall line foundations per IRC Section R602.11 • Design cripple walls in one of two ways o Redesignate as the first story and use the calculator o Design by hand per IRC Section R602.10.10. � G SIM���. OR UNDEK SUPEPAS D BY ME AND IFO� UCEN3Ea to PROfESSItN� CONST N OF THIS PROJECT * pRCHITEGT * WILL B ER MY OBSERVATION, STORY 1 STORY 2 No.3aO0 A B A B �, y.• ' xpires: 4/30/2026 1 1 ���Ali,k$ . about:blank 1/10 12/16/24,8:41 AM about:blank WALL LINE ELEVATION VIEW PW.B2024-005123 1 i f ii B1 B2 !Total Wall Line Length: 12' 0"1 WALL LINE PLAN VIEW B1 B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story A PF-H 1.29 11.29 1.05 6.93 11.29 8 Non Compliant Furthest Distance to Adjacent BWL 20' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 5 feet Wall Dead Load > 8 psf but <= 15 psf Wall Line Length 12' 0" Roof/Ceiling Dead Loads 20 psf Gypsum Included Blocking Included Adjacent Wall Line Wall Story Bracing Segment Opening Qualified Nails Tension Hold Down Segment Height Height Method Length Height Segment Tie B1 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 B2 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the other side of an opening, the side with no PF-HD needs to show the detail for a min. 1,000lb HD to restrain the post on that side. about:blank 2/10 12/16/24,8:41 AM about:blank WALL LINE ELEVATION VIEW PW.B2024-005123 I , B1 B2 (Total Wall Line Length: 12' 0"I WALL LINE PLAN VIEW BI. B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story B PF-H 1.36 11.9 1.05 6.93 11.9 8 Non Compliant Furthest Distance to Adjacent BWL 20' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 5 feet Wall Dead Load > 8 psf but <= 15 psf Wall Line Length 12' 0" Roof/Ceiling Dead Loads 20 psf Gypsum Included Blocking Included Adjacent Wall Line Wall Story Bracing Segment Opening Qualified Nails Tension Hold Down Segment Height Height Method Length Height Segment Tie B1 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 B2 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the other side of an opening, the side with no PF-HD needs to show the detail for a min. 1,000lb HD to restrain the post on that side. about:blank 3/10 12/16/24,8:41 AM about:blank WALL LINE ELEVATION VIEW PW.B2024-005123 j S j l „, 11, ii 1 , 1 '1 1� d% 1 1 S it - - '31 B1 B2 B3 ITotal Wall Line Length: 20' 0" WALL LINE PLAN VIEW B1 B2 B3 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 1 PF-H 1.29 7.16 1.05 11.55 11.55 12 Compliant Furthest Distance to Adjacent BWL 12' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 5 feet Wall Dead Load > 8 psf but <= 15 psf Wall Line Length 20' 0" Roof/Ceiling Dead Loads 20 psf Gypsum Included Blocking Included Adjacent Wall Line Wall Story Bracing Segment Opening Qualified Nails Tension Hold Down Segment Height Height Method Length Height Segment Tie B1 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 B2 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 B3 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the other side of an opening, the side with no PF-HD needs to show the detail for a min. 1,000lb HD to restrain the post on that side. about:blank 4/10 12/16/24,8:41 AM about:blank WALL LINE ELEVATION VIEW PW.B2024-005123 j Il' , , B1 B2 B3 ITotal Wall Line Length: 20' 0" WALL LINE PLAN VIEW B1 B2 B3 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 2 PF-H 1.29 7.16 1.05 11.55 11.55 12 Compliant Furthest Distance to Adjacent BWL 12' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 5 feet Wall Dead Load > 8 psf but <= 15 psf Wall Line Length 20' 0" Roof/Ceiling Dead Loads 20 psf Gypsum Included Blocking Included Adjacent Wall Line Wall Story Bracing Segment Qualified Tension Segment Height Height Method Length Opening Segment Nails Tie Hold Down g g g Height g B1 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 B2 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 B3 8' 9' PF-H 2' 0" 7' 0" 4 3"/3" grid DR 3,500 Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the other side of an opening, the side with no PF-HD needs to show the detail for a min. 1,0001b HD to restrain the post on that side. about:blank 5/10 12/16/24,8:41 AM about:blank WALL LINE ELEVATION VIEW PW.B2024-005123 '' 'I j i i; Bi B2, (Total Wall Line Length: 12' 0" WALL LINE PLAN VIEW B1 B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story A PF-H 1.05 4.73 1.05 3.15 4.73 8 Compliant Furthest Distance to Adjacent BWL 20' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 5 feet Wall Dead Load > 8 psf but <= 15 psf Wall Line Length 12' 0" Roof/Ceiling Dead Loads 20 psf Gypsum Included Blocking Included Wall Line Wall StoryBracingSegment Adjacent g Opening Qualified Nails Tension Hold Down Segment Height Height Method Length Height Segment Tie B1 9' 10' PF-H 2' 0" 8' 0" 4 3"/3" grid DR 3,500 B2 9' 10' PF-H 2' 0" 8' 0" 4 3"/3" grid DR 3,500 Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the other side of an opening, the side with no PF-HD needs to show the detail for a min. 1,000lb HD to restrain the post on that side. about:blank 6/10 12/16/24,8:41 AM about:blank WALL LINE ELEVATION VIEW PW.B2024-005123 ttt it B1 B2 'Total Wall Line Length: 12' 0"I WALL LINE PLAN VIEW B1 B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story B PF-H 1.05 4.73 1.05 3.15 4.73 8 Compliant Furthest Distance to Adjacent BWL 20' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 5 feet Wall Dead Load > 8 psf but <= 15 psf Wall Line Length 12' 0" Roof/Ceiling Dead Loads 20 psf Gypsum Included Blocking Included Adjacent Wall Line Wall Story Bracing Segment Qualified Tension Segment Height Height Method Length Opening Height ing Segment Nails Tie Hold Down B1 9' 10' PF-H 2' 0" 8' 0" 4 3"/3" grid DR 3,500 B2 9' 10' PF-H 2' 0" 8' 0" 4 3"/3" grid DR 3,500 Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the other side of an opening, the side with no PF-HD needs to show the detail for a min. 1,000lb HD to restrain the post on that side. about:blank 7/10 12/16/24,8:41 AM about:blank WALL LINE ELEVATION VIEW PW.B2024-005123 o tj tr g, �� Il 3 B1 B2 Total Wall Line Length: 20' 0" WALL LINE PLAN VIEW B1 B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing. Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 1 PF-H 1.05 3.04 1.05 5.25 5.25 8 Compliant Furthest Distance to Adjacent BWL 12' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 5 feet Wall Dead Load > 8 psf but <= 15 psf Wall Line Length 20' 0" Roof/Ceiling Dead Loads 20 psf Gypsum Included Blocking Included Adjacent Wall Line Wall Story Bracing Segment Opening Qualified Nails Tension Hold Down Segment Height Height Method Length Height Segment Tie B1 9' 10' PF-H 2' 0" 8' 0" 4 3"/3" grid DR 3,500 B2 9' 10' PF-H 2' 0" 8' 0" 4 3"/3" grid DR 3,500 Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the other side of an opening, the side with no PF-HD needs to show the detail for a min. 1,000lb HD to restrain the post on that side. about:blank 8/10 12/16/24,8:41 AM aboutblank WALL LINE ELEVATION VIEW PW.B2024-005123 i lI I B1 B2 ITotal Wall Line Length: 20' 0" I WALL LINE PLAN VIEW B1 B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 2 PF-H 1.05 3.04 1.05 5.25 5.25 8 Compliant Furthest Distance to Adjacent BWL 12' 0" Stone or Masonry Veneer Omitted Roof Eave to Ridge Height 5 feet Wall Dead Load > 8 psf but <= 15 psf Wall Line Length 20' 0" Roof/Ceiling Dead Loads 20 psf Gypsum Included Blocking Included Wall Line Wall Story Bracing Segment Adjacent Qualified Tension Segment Height Height Method Length Opening Segment Nails Tie Hold Down g g g Height g B1 9' 10' PF-H 2' 0" 8' 0" 4 3"/3" grid DR 3,500 B2 9' 10' PF-H 2' 0" 8' 0" 4 3"/3" grid DR 3,500 Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the other side of an opening, the side with no PF-HD needs to show the detail for a min. 1,000lb HD to restrain the post on that side. about:blank 9/10 12/16/24,8:41 AM about:blank RICHARD STANDKE I TMK: (3)2-1-018:013 BASED ON 2018 IRC APA Wall Bracing Calculator v2.7.0 APA Makes No Warranties of Any Kind All information in the Tool is provided"as is",with no guarantee of completeness,accuracy,timeliness or of the results obtained from the use of this information,and without warranty of any kind,express or implied,including,but not limited to warranties of performance,merchantability and fitness for a particular purpose.You can find the full terms and conditions for use here: hops://www.apawood.orgpa-wall-bracing-calculator-disclaimer PW.B2024-005123 about:blank 10/10 Mitchell D. Roth +04ZY k4 k• Zendo Kern Mayor 4 ./1�1 , Director Lee E. Lord -Y =--= Jeffrey W.Darrow Managing Director q. _ M p�� Deputy Director F Hp� West Eiawai`,Office East luawat't Office 74-5044 Ane Keohokalole lt++y 101 Pauahi Street,Suite 3 Katlua-Kona,Flawai`i 96740 County of Hawaii ludo,Flawat't 96720 Phone(808)323-4770 Phone(808)961-8288 Fax(808)327-3563 PLANNING DEPARTMENT Fax(808)961-8742 SPECIAL MANAGEMENT AREA (SMA) SHORT FORM ASSESSMENT/EXEMPTION DETERMINATION FOR NON-SHORELINE PARCELS Submittal Date: 01/13/2025 Application #: PW.62024-005123 Tax Map Key: 210180130000 © BP 0 Variance 0 Subdivision 0 Other: Landowner: STANDKE,RICHARD M(Fee Owner) Applicant: Mary Adkins Phone: Bus.: Hm./Cell: 1111111.11, Email:1111111.1111111111.111111111 Description of Proposed Use or Improvements: (I-PERMIT) PROPOSED ATTACHED LOWER-LEVEL LANAI, & ENCLOSED INTERIOR STAIR CASE& CLOSET. UPPER-LEVEL NEW DECK ADDITION. Description of known historical sites,anchialine ponds,wetland,or sandy beach & any other pertinent information: Il A plot plan of the property, drawn to scale, with all proposed and existing structures shown thereon. In the case of a SFD, BP application may suffice as the SFA plot plan. Nature of Development/Activity: ❑ 1. Repair or maintenance of roads and highways within existing rights-of-way; ❑ 2. Temporary events limited to 96 hours including set up and take down, such as community events, sporting events, fund raisers, food events and family celebrations not involving any ground disturbance or installation of permanent structures. ❑ 3. Construction or reconstruction of a single-family residence, including accessory structures, on land that does not abut the shoreline and that does not exceed seven thousand five hundred (7,500) square feet of floor area, and is not part of a larger development(e.g. `Ohana Dwelling) ❑ 4. Demolition or removal of structures on land that does not abut the shoreline, except those structures located on any historic site as designated in national or state registers. ❑ 5. Structural and non-structural interior and exterior repairs, maintenance, renovations, and alterations to existing, lawfully established structures that do not increase the gross floor area and do not involve any additional ground disturbance, such as installation of roof mounted photovoltaic and solar panels, solar water heating systems, roof repairs or replacement, window and door repairs or replacement and similar improvements. ❑ 6. Structural enclosures of lawfully established structures within the existing roof line and foundation for decks, lanai::, carports, garages, and similar accessory purposes. ll 7. Other: Addition/Alteration to existing dwelling of a lanai. DOCUMENT 3 - PG 1 OF 2 a�eu.n1ammna.ha++aiicount\.go+ Hmrm'I County is an Equal Opportunity Provider and Employer plannmg'u:haw amount}'.gov SMA Short Form Assessment- Page 2 of 2 ADDITIONAL INFORMATION & DETERMINATION SLU U Note: Properties Located in Puako, Waawaa, Kapoho Vacationiand and Kapoho Beach Lots require an SMA Assessment. ZONING RS-15 Existing SMA Permits QNo ❑Yes Warning Flag EINo ❑Yes Historic District/Sites EINo ❑Yes View Plane from Hwy ENO ❑Yes Trails ONo ❑Yes Drainageways/Streams EINo ❑Yes Critical Habitat EINo ❑Yes If'yes' to any of the above, please review with an SMA planner prior to approval of exemption. Note: The Director may require a full SMAA if it is determined through the short form assessment review that further information is needed from the applicant. The Director may impose certain conditions with the exemption determination to assure that the proposed use,activity,or operation does not have a significant adverse effect on the SMA. IZI Exempt 0 SMAA Needed 0 Covered Under Existing SMA Permit No. SFA #: PL-SFA-2025-000433 Name: Bonnie Okamoto Date: STANDARD CONDITIONS OF APPROVAL AND ACKNOWLEDGEMENT The items checked on Page 1 are hereby considered exempt from the definition of"Development" pursuant to HRS §205A-22, subject to the following conditions to assure that the proposed use, activity, or operation does not have a cumulative impact,or a significant adverse environmental or ecological effect on the SMA: 1. The applicant shall secure all necessary approvals and permits from other affected federal, state, and county agencies as necessary to comply with all applicable laws and regulations. 2. This exemption only applies to the proposed uses activities and operations as presented on Page I. No additional development shall be allowed within the SMA without obtaining a permit. 3. Artificial light from exterior lighting fixtures, including, but not limited to floodlights, uplights, or spotlights used for decorative or aesthetic purposes is prohibited if the light directly illuminates, or is directed to project across property boundaries toward the shoreline and ocean waters, except as may otherwise be permitted pursuant to HRS §205A-71(b). 4. In the unlikely event that surface or subsurface historic resources, including human skeletal remains, structural remains (e.g. rock walls, terraces, platforms, etc.), cultural deposits, marine shell concentrations, sand deposits, or sink holes are identified during the demolition and/or construction work, cease work in the immediate vicinity of the find, protect the find from additional disturbance and contact the State Historic Preservation Division at(808)933-7651. 5. Best Management Practices regarding water quality and equipment maintenance must be strictly adhered to during all phases of construction to ensure that no construction or equipment runoff enters a coastal or riparian area. 6. DOCUMENT 3 - PG 2 OF 2 w+vu.planning.hawakicount} goti Ha+rai'i County is an Equal Opportunity Provider and Employer planning a haxaucountl•.go�