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1000-31.-3-11.31
CODE COMPLIANCE A AT&T �, E -SIT 1.1 AT&T it c-Da CC— _ �_-n C— r ,�� SITE NAME: EAST MARION 1 PROJECT TEAM SITE NUMBER: NYCENY1017 ADDRESS: 9245 MAIN ROAD i ERICSSON �! EAST MARION, NY 11939 FA#: 10107550 <3 i (5 P'EAR :A t3 OCA Q VICINITY MAP LOCAL MAP PROJECT DESCRIPTION SHEET INDEX REV 2: �- - s 116 ` A_ v k n [c4 M9.R lflCAIQa 13 LOT, Y1017 N " j Itlll' iy YCEN _ - I -- — 1`�_ € _ ' 61 �` FAST MARION 41 k � ,�v ..,..FT � ..ee 12 TITLE SHEET I: GENERAL CONTRACTOR NOTES DRIVING DIRECTIONS SITE INFORMATION 1.-:E . -__ .-:< _ GN.^I v. _" a_� • E 1 [I PE _l _EEC,,, ._F_ R:,-Ell�DK- >__.,ru _ 1. GENERAL NOTES I. Is Ic, EEs, -ED -r z ��-� �� v_ . �zE- _;C __,.__C 11 �* STATEMENTS IS f DP " _ 1< ,. CCII I,III IcE 11 '_ sue ? .� �- 2Jill ` f- IS TOR D-3IT rtFn t_, tUCi_a _ram .,_ ,,.,_rc__A �� - _ 800 -ih F y DER 'Es. 21 .RA!.vim: Cfc: AEEREVyArI TIS: II -`N N - E A E J S ATGL F R :-f' 6 F J h S_ C A _+ A ' - AT&T IEC F,.A.I.�,t.. 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FF. .j'e R f G E e.. s..N____TA,� u= RE FOR I.R DIRE F, RER_u E" NYCENY1017 FAA.iFL-RD S':1.6OS LEGEND: EAST MARION i G)'E A-TER 92,15 MA LI ROAD EAST MAR O\h 11434 a: F A .sx E. C:'RY - -CC K -- ;c.CQ CC.A r.., nn.iN�,,.e..v:.�N. i� A.c*CN I L GENERAL NOTES 4_E .�. 1Tl-Al,i _C _D DID. _SAIII—tE ON FC _J....N�gvtA .R.,S u-GC._4t h..=c.0 y 3 3 S_dC� L FL - 1 O- i - Ll £ :_ u f GN-1 t ? _,.�n.t<LhcL,-iQNS h S 2:SSi,C..NN ni�_t_...,,R L A:.,vte RSP,U..v „NI To -,3 D A E NA.,I .,Hr.:.., nT _ =.�G� 'A - EA _LEG FCAE - 1 .OATI M1 >ITICE AID1F i DOTED-I NA er,_or. - S ---EEn i.PG,1ECOTD_k-,_D=PRACT CE I NDR,Ia -C HE, _AL P R_T.vE 2..E.G .,,_r 1.,4s"+�.1 v A_ Gnc.� ISLICT2=11ICIDANIC_..AN. ..:Ei'. _ ATC1, _NE IMERCI&L >h J 1 6,C'RDO -_, P f1_11 H ,-SEF —RIONE.?; _ <.'. E..,..F E i :_ A r:..,,:rF-�LrRO:E.^_N ITT €_vR OR 347 A eAL:_.F'CE RCoER+:.4InG 1P COARC. I 'A 4I C h G EC > ATE)"o-11 - L -2CE '[. AN',AND Of—R -E TAVG AND F—IAL015 77 _ _e �Al D_ .� . _ _.,.___..�. -:NG.sISc_O.�.t Aa Ee .AErNv-=_� .._.�r.10 FE,.,__C xErr?..:N:_. _ NTEDt ' 4_R E.ic.-., __ Be E-RAv_Nx_AL.@ _li V1,1UAS CFCIEQ l,7E oo ,H`S_-rC �,_.Yt_.V� _ E i E 3 rl_C.x c2t sv I EMU if s _ r A +tfTy 4 oB _. T __ E - -- - l AT&T ACAUTION( e FIT, - i -CRT z. 1—Y All AXT FIAERAL v 2 8 G {'}} ttt� ATE2TMOBIL€TY !! DNEA-T.F.YAr I l«.'�a.....�n >t „S:_ oEG4L.S R 1Dli dmwt ? i iNECF FIRE AND'Rf E_`D. R HUT'J.wh [aP O _ C TO QE F A ATE tN AhrE1�4kS..,L :2 E 4 I !. �'nmfi 5� � FLOWING NJ 3E2. §cm - ( I Fa:2A H F rge C e:3LL- (E.)832K£2 Svf3� I F OIG { ex \ EY av �.e ACdre fi.z.xA-h-&c?x._ -. OS §x 4 i Fs wz as ER I x. tCSSON {E.. Trilingual Notice SignCA. 6 . I AGAUTION 0 INFORMATION t���) .. T,�0E._ , E GAUT[ON i CAUTION I DANGER ,l, z M e- - _ a r�dsfa'k-:• . --rc F E I 1234567 IA �= NO TRESPASSINGDEC ODI_ ID x a e t � ., s. T z ' a _E�sSIG � CA ON I_v T=_ T ITS -_. 9armgaigr.C4iR f6-;l-iz& Wam•y Siy,9WA-2111-AL-125 --. Property of AT&T NOTICE Authorized NYCENY1017 . Personnel Only EMERGENCY AS In-IO &e!h : ` _ EAST MARi04 a.e AUTHORIZED . tneSHLff d " - 45 h:A\ROAD `` a:n=rs ar� � �FA�T IARION tiY,iz�? PERSONNEL O N L` , SITE SIGNAGE Y si,attee w�, =c• �c 3 ar w0 ued d-d rcu.d k.ST --- anrennax warNrg>e j -- REflL'IRE NO 7 pARFE AVPROVA4 I i n _. y_. _ - `i `. a:s -. - -EC AIDE'A..., ,x.E I �' Property of AT&T AD Authorized n Personnel Only CIE - RE CDEA LEAD ACID BATTERIES - _ � .A ft,m. FS 1 i - rR a _ - f:. "Eir—--car". - � i T E � NO SMOKING x s' �.l <-icsa mac_ _ - - r -- 4 THIS IS NOT A SITE SURVEY AT&T I (E) & (N) AT&T PROJECT AREA REFER TO ENLARGED S{TE PLAN ON SHEET A 2 ��-� 3 ERiC550N plom --------------------- ,�ey'� l\ \ ✓'' t / ,.mac- - .e:+c— � U \ NYCENYt 017AR— ; \ f �� l cA#:IOiG)SYJ 1 t \\ EAST MARION 9245.iAA AD OVERALL SITE PLAN/r f i -_ i eU O8 T&T (E) & (N) AT&T EQUIPMENT AREA' ERICSSON REFER TO EQUIPMENT PLAN ON SHEET A-3&A-4 p10 �PAI„_ (E) 8�(N) AT&T ANTENNA AREA II REFER TO ANTENNA PLAN ON SHEET A-5 NYCENYI 017 EAST MARION 9245MAIN ROAD EAST MARION,Dy 11939 I lTl-C-E 511�E ENLARGED A-2 li - AT&T AT i - 7 2�l SEC'T-0,R fCM T�REM— 1 AT&-110E1 --AlIll I—A DC— 2 ATIM� PP-Al 15, PC ERICSSON I APET REP 8 1 2'E.4,B29 A 4—Acs -—AN IAIIAI-l� P—E EL011 T� I I IFI Sk— OIAI A- It E T AT& "IR Eb ,B PER SECTID2 :E;AW zL I-1PI-EIT A— sF It)cvlc—"T' EI CIF TCA51. IE 4I3B v 1.PE IIE1.01- vs1PER EFC-CR J-1 111OR JE! 21V FP M—All 11; of RI RETIC ED, I&T 1 NYCENY1017 1 COAA CAB BE 1EIC',BET—Al 3 2 FA, EASTMARION 92A5 MA ROAD EAqz 1193? �neei Tile' 117-E C . EQUIPMENT PLAN AT 11 F-I E; E ERIDIE A,C-IAKE (EL 4 EZALE�I I' -17 Al 1OP'A-C-P --�. ,d e = (N)AT&T C MMSCOPE 1 1 < 11z CT%]92126T-DS43 iI .,c:.. TRIPL R(ABOVE). (21 PER SECTOR(TOTALS) ifs A -IN)AT&T COMMSCOPE ;' ERICSSON --... -- ._ iE_.C.RICSL EC%--. C—NQ-DL43 -ip TRIP ER(ABOVE). p.,,nC.`x (1)PERR S SECTOR(TOTAL-3jv �L P t 4 -25&>S 1 F 1 0 LO : � —(N)AT&T RRUS 44"BSIS12A E P TYP.(1)PER SE—IR(TOTAL-3) .c.Fn-aN(AB.,VE)ir,:.at 1 (ABovE) -s e4 _...:n_ Q `-�' \ (N)AT&T RRJS at44 StStB29. INSTALL _ M RS E TYP.(1)PER SECTOR 470T-31 - -(N)A—RRUS—25a6c, {fI66T2 A0USEN -2 ..Z 3 v lYP(i)PER SECTOR 4 4TAL}) (T)6610 CONTROLLER (RELOm 2 a. AT- - -CAll I )< (N)AT&TRRUS 446TRF D C T4P_(1)PER SEROR(;OT L ai T t t T W F F (N)AT&T COMMSCQPE STi(E—T-43 RIPLE%ER(2)PER SECTOR CTOTAL-61 CA-1 NYN 1Q17 r Es eaST EMaa,aw —IHstau: (NJ DERA Hit]DET BATTERIES(TOTAL-B) - 4245 MA RN AG --- (NJ 200AMP BREAKER UPGRADE KII EA.N:A210\NY,1,34 3 NEW EQ�ee, r- (N)AT&T 11/4'CQAX CABLES C—AL-i2) (N)AT&T 50M HR RET CABLES(TOTAL-S) -- EQUIPMENT PLAN I ' 1` -17 ii i > ERICSSON tN) C MMSCOPE I-S-65-3 ANTENNA,-(2)PER SEUOR(TOTAL-6) (N)AT&T-IMKOPE M61742- -P-Ek SI-OR IT- D ADJ QLTNT i Q56,--,�N--TO EE RE,-,T0V- TYP.@ 102'RAD CENTERS NYCENY1017 ANTENNA (2) (TOTAL-6) C-CEN lEl`T--'- UST MARION ROAD IN) C.. @ RAD 104' T-,.MAR: �,OY I:934 TRIP-ER, (2)PM�=R CTOTAO6) I -AD EXISTING&NEW <4_1\ 'FANTENNA PLANS TYP.@ 107-RAD CENTERS LI�=NL AT &T '0 ------------------ ERICSSON IT AIM A._�IIASqiEf PIVM :E1AT --1IYZA IN, T ----------- ITAU. oc A _C a T (N)EEI TRIAD MOUNMOUNTINGPEAC , (N)AT&T COMMSCOPE 15S-65A ANTENNA,TYP.0)PER SECTOR(TOTAL-6) (N)AT&T COMMKOPE ST%T TRIPMER,TYR(1)PER SECTOR(T-) TIE,F1-INA IV C1, 'IlE AIT PY 0'1EIS, CABLIS AT jEj PORT CCIA IZI NYCENY10171 jQA C,Al CA— T _-O IACQ� EAST NkARION -IS EOTAL,) 4245 MAIN ROAD EASTMARIDN,NY 11939 (N)AT&T SOM HR RET (TOTAL-6) NORTHEAST ELEVATIONS �E!CINEI41A 5',C-Ig 0�ft NA IP A 6 AT,- A7.-11� ICE BR.G IQ,,' -------------- 71 SAT&TI: ICIE A NA- - _ 2 _ I i v 4 s s sac E4 12 NnICO.S WE . Ek 'L Ji E € € q A i ! - NYCE 0 l,M CR r. P. z �-n- EAST MARIOk 92 �I =MlAU A `AR�'JN'.Y'.Y 71 aSu'i&'S e =E =c _- 42-C, Ito c — a1 - 1 P E , s CA u 1 I 3 _ JAi WU—T _ITS t F �. c+ - ERICSSON " l �• P MARSMAIE B ASSOCIATES s ... f E SC ! I v F r— I PAGIixGE - c E �-:-ml - I �NYCENY1017 IAE,-1- EAST MARION Y R__ ROAD e S?.4RION,N 11439 — iDI 'JtEC "`F ACzfSL1' 612.^...t.Y F sUMIS �I f: I � o4 o8'-2L —1 i ------------ --- AT&T IT, E RICSSON ------------------- atm Proposed Antenna Schedule Diplexersf Additional Antenna Location Line Ink Antenna Location RRUS C�Cables Final Type location A—tuth Bad Center Position ALPHA COMMSCOPE LTE (1)4494 B14/829 GROUND KVVSS-6SA-R3 (1)44671377D/877G GROUND (2)STX61742T-43 ABOVE 30 107'-0" (1)4890 B25IB66 GROUND (2)STX61742T-43 GROUND COMMSCOPE ILTE (1)4490 B5/812 GROUND (2)CTX792126T-DS-43 GROUND 2 KVVSS-65A-R3 (1)CDX7FNQ-DL43 GROUND 30 BETA COMMSCOPE Q 1)4494 B14/B29 GROUND x C,1 KVVSS-65A-R3 (1)4467 B77D/B77G GROUND (2)STX61742T-43 ABOVE 150 107'-0" NYCENY1017 (1)4890 B25/B66 GROUND (2)STX61742T-43 GROUND COMMSCOPE ITE (1)4490 B5/812 GROUND (2)CTX192126T-DS-43 GROUND (1)CDX7FNDL43 GROUND 102-0"Q- 150 - 2 KVVSS-65A-R3 EAST MARION GAMMA COMMSCOPE LIE (1)4494 B14/B29 GROUND I KVVSS-65A-R3 (1)4467 677DIB77G GROUND (2)STX61747T-43 ABOVE 250 = 107-0" (1)4890 E125/B66 GROUND (2)STX61742T-43 GROUND ANTENNA SCHEDULE COMMSCOPE LTE (1)4490 BS/812 GROUND (2)CrXI92126T-DS-43 GROUND 2 KVVSS-65A-R3 (1)CDX7FNQ-DL43 GROUND 250 102'-0" RF-I elf ce BE,NA, ROUNDING NO PA= ES A, N _ L l A A. f{T}�t�yy G 4 CL L.DO E .N_Rl.A-_CI'"_:F,'>�ii _ IF,lCi to LN C HE 1SI � �I� AT&T C S; LLG T.I -LA u . 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AS t....., iC iE- C I F 2 .'G.;G � S `.J1_.>.A G FCstii O..S - ...rvN _._WEIc__ k a NO GR 1QUIP.OENT. € O o C ARCUI'TO All. 2 .AS ALIUD1,1C I—S AND E - C^ \ I F CAn N E' HAIL_E CCNIE..u _CID i TH v,1DAN C��G E}__\i'+E L€�-420- 6 T.GR C Q ---. E3RCOND ANTENNA NOSES,FAA—C124Ea '.Ex i a E> NG E L:''G.1 - L AB.1E C TO \L )_... .r....._� ESS .11 NYCENY1017 -,�E_LND E ES OR 40 _PEC F,.A FAI .,r.. z__ JIF - .__CAE _>::>I:EEC CJ-u..EC,E..DIE, ANDCONNECT T-11ANCROXIDA A1-c=_..uG I i EAST MARION ��L �4}_>.,1_ _.....uG. u-R_,.,.., MAIN R '-L=E -E: 'OUVC i A C vs:\C- -pzE3 Nrs r c C -- -' GROUNDING I BE r,.E ,._N I PLANS 8 NOTES ? _._O ih FN=.A Ft.- ` Cz h_ t i G'1 3 -Ni OE k..--. _.Er ,..R VE. _C_F>tC . i, GRCu\c R -_ -. Ei i !E C,CABLES i ---_ HRJ RW _A_CEO—SE GROU-III —-. CICA —C- uCR:'tSBDRJ.G ALVC 2._. -RANG QLL eC�zv i P < t12 1 DO N.T I.SILL CAE-EL to&.' € 11-IYA AREa, a D IA RE 00IN v .,N,. E i AT&T I BE_ l:D QE O E _ =rX . n v__ _RuL.1Rl.v f € ERICSSON l i C.-- C._e 2 COMTRA NEK P EDTUAD�&3—CI ALI III CN C a j2 AU_L- E J'E LON ZRRIL Mom 105 ` MAHSNAtI&ASSOCIATES <FcC.:CAtP.S - i € _<-'� .• � _— n:-De-ARE e� _- II-1 IDAIR FE-1-A I AID BER01-NDEC T. 6142OR EQUAL, CSIB CENt ILG t D,1GURATIIN FC._._GsDL- AR S5 E 4 D. BA ED IN 'NSULF v3..1at::O1 IDS-1-1 CAL SC 3Lt:R..R_,u r T AL AE1 _ it AiO.t.NG 11- Ems....—10 n &' .. r•FEEE 1EASAR YSt. 9T-_ DR Qu 1 Tea.n vv ��.. Sv>D CQD_R ..A i C E GO C iN :�, ee D LIR -R E CR D .3 RJ .+Q C i R -u RA <t .,In LS,., Al A_A R h-.�c E...Er V.h Ova, ` GROUNDING DETAILS; h R-_ - g col L/(}�-L/jam All—ACv3_E : C L .L^ R R N :e .1t TOR >K T,71, N 12AT,.....E t i t ' 'c sL RC R l CE {: .=rEUlT '..FE ,� mFE i.. Ct.4 - L>5-A. A - C ." 4 A RI-D3 R 2J--:A T =t _ _ -N.,Tt,-" -Jl_ 2 011E4 ` 3 n � �. 3 D htCAK,- ._UYv K- iAo n'v A.1--.'fRDR-..i TIRE 3 E tE iAI.�L -11 R - C T E. U A - I EQN M1ETA—IRL - GF D.- Di"f< L a C C E G AD-EDIA GROuND BAR STDTl 2 4 .J e R 'E R ' 1-:O A, A.EK::CG^_ .. uM ar - �..R 5 'uh DF_-A_I 0G 1111111IC�=__ _.. sYr, AT aa, _ ERICSSON ! - = 3 3 6.45A_F5HALl3 ASSGC,AL'>I 9 x a i s5 v r= t2.veas - ns t- i cx,vs _ F n i � >re+..va-'-Stt-'+.=is 5 v Yt.' �- -x u - •. n,. e+ _ az a .ate e�z��r--_ w 9 24 h�.sx�-£t.,.c'.••; > •• [�[{ - _ x ..._4-x �- NYCE4Y7017 t- �M1 _ EAST MARiQN RCAD SITE POWER CALCOLATIONS x <s : o ` ii �1 Town of Southold, New York Ckysclape Telecommunications Site Review Modification Application 2423 S.grange Ave#317 Orlando, FL 32806 Tel:877.438.2851 Fax:877.220.4593 , V 6-P August 4, 2025 H L � '''' Mara Cerezo, Planner MIM9RI-E.1 Town of Southold Annex Building AU4 2'025 54375 Main Road VV'N Southold,NY 11971 ���J Ir H�L D �� PROVIIIE /IDIFA.#: AT&T/NYCENNY 1017 / 101075 50 TOWER.OWNER/ID/NAME: Crown Castle/BU 857111 1 East Marion. ADDRESS: 9245 Main Road, East Marion,NY LATITUDE: 41.127 825 N LONGITUDE: -72.341444 W CT #: 1000-31.-3-11.31 MP Site#: SO4 Dear Ms. Cerezo, At your request, on behalf of the Town of Southold ("the Town."), Citycape Consultants, Inc. ("C ityS cape"), in its capacity as telecommunications consultant for the Town, has reviewed the above-referenced application submitted on behalf of AT&T Mobility ("Applicant") to modify its equipment on an existing one-hundred and nine (109') concealed monopole(unipole) (114' 9" at the top of highest appurtenance). The tower is owned by Crown Castle, located at 9245 Main Road,East Marian Fire District, and referenced as Site SO4 in the'Wireless Master Plan.Inventory, see Figures I and 2. S unvo rWt S tct .re&LEquipmept Per the submitted construction drawings (CDs)' the Applicant proposes to remove three (3) antennas and six. (6) diplexers. There is a minor discrepancy between sheet T-1, which states six (6) diplexers will be removed and sheet A-6, which indicates only three (3) diplexers will be removed. However, during the last review of this site, AT&T proposed the installation of six. (6) diplexers. Regardless, despite the inconsistency, all existing diplexers will be removed as part of this project. The Applicant proposes to install a new triad mounting bracket and three (3) new antennas at the 107' antenna centerline level and three(3)new antennas and six.(6)new triplexers at the 102' antenna centerline level of the tower, see Figure 3. Also proposed is the removal of twelve (12) 1 1/4"coax cables and the addition of twelve (12) 1 1/4"coax cables and six.(6) 50M ET cables. The final equipment configuration is detailed in the table below. # TOWED MOUNTED FINAL CONFIGURATION 3 107'Antennas:3)Commscope KVVAA-65A-R3 20240404 3 102'Antennas:3)Commscope KVVAA-65A-R3 20240404 .......................... 6 102'Triplexers: 6)Commscope STX61742T-43 18 _. Cables:12)1-1/4"coax;6)3/8"RET cables ' CDs prepared by P.Marshall&Associates,Rev B,dated 03/06/25,signed and sealed by a New York Licensed Professional Engineer. Town of Southold—SCTM#1000-31.-3-11.31 AT&T/NYCENY 1017 C fti' scape, 9245 Main Rd Page 2 On the ground the Applicant proposes to remove twelve (12) remote radio head units (RRUs), fifteen. (15) diplexers and add twelve (12) RRUs, fifteen. (15) triplexers, a 6672 Router, and 6640 Controller. Additional ancillary electrical work, breaker upgrades and battery replacement will take place within the AT&T existing ground compound,see Figure 4. 'Structural, nal sis The Applicant submitted a Structural Analysis Report(SA)prepared, Crown,Castle, dated July 11, 2025, signed and sealed by a State of New Fork Licensed Professional Engineer. The report used 2022 New York. City Building Cade, T1A-222-H, Risk Category 11 and :exposure Category C standards and concluded, the tower and its foundation have sufficient capacity to accommodate the existing and proposed load configuration and has a passing structure rating(max from all components of 54.3%, see Figure S. All cables are shown to be located within the monopole shaft, keeping with the concealed design of the tower. '.iuV'Uye..VM kI''4N'e%'liilfr."' .. ........... mm........... w a' f o e gyps....,.an 9 bwM P ........_.„....... __. ,;w0 a �"*M x,74X wib m�'rean n v JI0mmmmmmmmmmmmmmmmmmmmmm ...... v The Applicant submitted a Structural Opinion Letter (Mount) prepared by P. Marshall & .Associates, dated March 18, 2025. The report used the 2018 International Building Code, TIA- 222-H1 Risk Category 11 and Exposure Category C standards and concludes the proposed antenna mount has sufficient capacity to carry the existing and proposed equipment configuration, see Figure 6. Since this is a concealed unipole the Applicant submitted a Structural Opinion Letter (Fitment Check.) prepared by P. Marshall & Associates. The analysis utilized the same criteria as the SA above and it was determined that the concealment shroud has the space to accommodate the proposed layout of equipment,see Figure 7. R.E,'Ex oure Saft To verify RF exposure safety, an FMF/FCC Compliance Report, prepared by AiroSmith Engineering, dated June 04, 2025, was submitted, see Figure S. The report is an analysis of the predicted RF exposure levels of the Applicant's (AT&T) RF equipment. At ground level, at the site, the maximum calculated RF exposure level is 1.205%. 0.5322% at adjacent roof level of the FCC general population MPE limit which is well below the allowable limit for compliance. For all sources the maximum general population MPF is 2.6893% at ground level and 0.7343% at adjacent roof level rendering the site in compliance with all FCC rules and regulations regarding RF emissions. Town of Southold--S+CTM#1 000- l.-3-11.31 AT&T 1 NYC ENY 1017 C PC 9245 Main Rd fts Page 3 um i a � CityScape verified this application to be an eligible facilities request and meets the definition of a non-substantial change {"substantial change" being defined in 47 CFR. §1.6100(b)(7) of the FCC Rules). Therefore, this application qualifies for streamlined processing at staff level under 47 CFR.§1.61 oo(c)and Cityscape recommends approval of the application. I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. CityScape only works for public entities and has unbiased opinions. All reviews are based on technical merit without prejudice per prevailing laws and cedes. Regarding the structural analysis reports, CityScape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural reports, but did not independently verify the calculations, statements or the appropriateness of the analysis criteria contained therein. Town staffshould verify compliance with applicable building and fire codes prior to issuance of a permit for this modification. Respectfully submitted, Elizabeth Herin.gton--Smith Vice President/General Manager Cityscape Consultants, Inc. Town of Southold-SCTM#1000-3 l.-3-11.31 AT&T/NYCENY 10 17 NolKyS, calm 9245 Main.Rd Page C: 0 U t, TA T S I N C i Site SO4 9245 Main Rd,East e yf o;. Marion ST' UCTURE TYPE: Tower To..i cF SOUTHOLD FACI rff TYPE: Unip►cle L ► vc� ANTENNA TYPE: Public Safety/Macro Cell DESIGN TYPE. Concealed LOCATION: Pdvate4 Property FACILITY OVMERAD: > Crown Castle l 857111 FACILITY SITE NAME: y East Marion 1Volunteer Fire District i I��Y i i u`��;'°IIIIV i UVIII ppryryu ti lilt 4i iv�IrII�IYuV @IV'1 i pal II y , IIII IYlil'A ��r I ACu�tilU�r�l, �'"'. SERVICE PROVIDERS AT&T,Dish,T-Mobile,Verizon,Fast Marion FD FCC ASR: HEIGHr. 115" LA►TI"t UDEfLONGI TUDE: 41.12 31,-72.341350 VIA RCTM 0: 1000- 1- -11. 1 ZONING: P-40 NOTES: 1YCEN Y1017(AT&T);f YNY 02242At _ (CASH) Figure 1 —Site Location Map and Master Plan Sit+e## SO4 Town of Southold-SCTM#1 0CI- l,- -11. AT&T 0 N'Y ENVY 1017 cfts Page 5 . NA CE„ (E)AT&T X -0 ....................... ............... _.....__ ___...__. CONCEALMENT T HP .y. < TER P� ,. aN1'NI�,A�S �" � (N)EEI TRIAD MOUNTING BEACICET ,,` � � � � 1 � "A°"� y ................... .e�._.. (E)MOUNTING PIPE (N)AT&T COMMSCOPE KVVSS-6SA-R3 ANTENNA,TYP.(1)PER SECTOR(TOTAL-6) (N)AT&T COMMSCOPE STX61742T-43 TRIPLEXER,TYP.(1)PER SECTOR(TOTAL-6) (E)PANEL ANTENNA BY OTHERS,TYP., i F IN)HOISTING GRIP FOR CABLES AT(E)PORT (E)109'— 'C EAL ENT TOWER (N)AT&T 1 1/4"COAX CABLES (TOTAL-12) (N)AT&T 50M HR RET CABLES ------- (TOTAL-6) OMNI ANTENNA,BY OTHERS,TYP,, �E)AT&T ICE BRIDGE, P. n, (E)AT&T EQUIPMENT ENCLOSURE ti Y Figure 2—Tower Elevation Town of Southold—SCT #1000-3 l.-3-11.31 kySC13 AT&T/NYCENY 10 17 c 9245 Main Rd T .ro N Page 6 w„yusmJA"'iv���( Existing Equipment Configuration ._�M:R'�"��'"�'�F""V�.'�s��b u�ti1'll�•"/ti'�,,w���q�'i 4�°m�k~�M�I��,7'�„,'Y Y. m 0 [l.V I 1 u v„ ,� .. „ 4 N'fi T "ua flu10 vr 12 5, i dA w� RAD 104' II ,r Proposed Equipment,,Configuration 4V Cor EP OoDwi Smko;,flD T WPUY ()PER SECTOR(TOTAL A) TYP.@ 102'RCENTERS N ANnFiNk TO.12)PR St MA TEA t�o� t AT&T�� P � � �—13 IIE'ilrL"AL,, TAIPLEOIK T 1(2) SECTOR(TOTAL-6) Jill, TYP.@ 107 RAD CENTERS m� Figure 3--Existing and Proposed Antenna Configuration Town of Southold SCT'M#1000-31.-3-11.31. AT&T/NYCENY 1017 CRI I 9245 Main Rd Page 7 ..,�, ":B� ,g°Uiu�fi a�, °,1..fi �N•I..) Uuuupwpl10�9�,"u II u�. I� iM-�eJ4 illy i�u�i IIN�,�iV�Ii I�w��II�uooirN'I��U��III l �����.�al i1i4�°��II�V dii,tll'ulll r;I tl r Rf.(I"P K a ,., / dgo I ) Ili v",6N V�t e,, p "war 1 . .iAf,,o(""'J,,:F46 d i W 1,;1./)' df 0�'�,,,;p1 o.'�0^W.9�! „�. il.,._�i i�,�f h�ok�1 1;lklq Ik, a WRwu I.1. M ,ale 1 `u 1, .. , ar oil ,, O iI hl'rOC M,`P u �d f u I Q'.°aliP' i'IF aII11 �I'l 2 /'4PirN roia.ii��ww�. 9 u Nl.v r M1.ura 1 1.i 11 d:N'R r1 0 6,F'AlW!u''m,L '/i!VOW,a�d�� ., ��.. a'�'`,9."�.�a Ac pm'4 d 9�`N,*41", m•, nr,h!I.f. fisoi•',!.aV+q c".fi 4,N. l l p i �I4N I i°mi 14" " d q lose ua end ,f, M AXC r��.KJ J ArV P4 " :°;.G r.V ur,..w YIN C '7'T .1 M QAOOWN. rb PIA SM Olk FTWAk 4) '11 °it iu, i,..,9�od f�,6.. .r1N^;S*,nN� mi 1 q',°!•[',:: "GYP uT)P' I VMS ,J) a 4 Mlo, (:A,f I.,�, m 00 N r u II 14 W°" r4"N04w1, 1"M u4 g1I1Io°s �buN 1 "� � dd ,, ��dpIullle NNIIu.lu11 1*01,"4, ` w I'vo, 0 I'Ah jip �� Np u„10ImluolD11111 , i 1 Gw 0(o „NJ W n a ,� a un'w uN� I.'�''�4 �"I,s iq",„s mi• I. .. tit NoP'�''G X.. .. 9r.. un, o ory, „mm 1, f1..6 k 1i a I�UIi o, �I w.,�"„,A I,ll1 Ir u,�lb�;;r mio� �•�� � � � ��5���"a'� �,� ����IRa�^,���1 mgl WNJl 92)PER SECTOR(.TAL46 NI. 111IV�II�IUIl r�ra�a�m b �u A'&,Nql,wVm.P 5 B 2 Ilk,oQ'NJ, Q1 2DOOMP IREAMI UKoNADI01,E T.I.W IAA COAX("U"S 7 ;L 11 lk, T � r Figure 4 -Existing and proposed Ground Equipment Configuration Town of Southold—SCT'M#1 t100-3 t.-3-11.31 AT&T/NYCENY 10 17 4 Page 8 'CROWN Date: July 11,2025 n CASTLE Crown Castle 2000 Corporate Drive Canonsburg,PA 15317 (724)416-2000 Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Co-Locate Site Number: NYCENY1017 Site Name: OVERLAY-EAST MARION FA Number: 10107550 2101 Al H M1 /WSNYJ00744 1 Crown Castle Designation: BU Number: 857111 Site Name: EAST MARION JDE Job Number: 2147377 Work Order Number: 2395141 Order Number: 699150 Rev.1 Engineering Firm Designation: Crown Castle Project Number 2395141 Site Data. 9245 Main Road,East Marion,Suffolk County,NY Latitude:41°7'4'1.88"Longitude:-7r 20`28.66" 109.0 ft-(Top of Steel)Concealment Tower Crown Castle is pleased to submit this"Structural Analysis Report"to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation,under the following load case,to be: LC5:Proposed Equipment Configuration Sufficient Capacity This analysis has been performed in accordance with the 2020 New York State Uniform Cade based upon an ultimate 3-second gust wind speed of 128 mph_Applicable Standard references and design criteria are listed in Section 2--Analysis Criteria. Structural analysis prepared by: Brad Sparks Respectfully submitted by: 0V REIN Digitally signed by Rafael E Del Toro Gomez U Date:2025.07.1411:29:01 -04'00' Rafael E.Del Taro Gomez,P.E. Senior Pro ect Engineer 104094 n rX �"rr Figure 5--Structural Analysis Cover Wage Town of Southold CT M#1 00--3 l.-3-l 1.3 AT&TS , /INYCE NY 1017 Cft, %.c al .pe 9245 Main Rd Page 9 Date: March 18,2025 a Ef AT&T Mobility P.Marshall&Associates,LLC 1000 Holcomb Woods Pkwy,Suite 210 Roswell,GA 30076 (678)280-2325 Subject., Structural Opinion Latter(Mount) Carrier Designation: AT&T Mobility New Site Build Carrier Site plumber: NYCENY1017 Carrier Site Name: BAST MARION AT&T FA Location Code: 10107550 Engineering Firm: PM&A Report Designation: 24ERIATTNYM-057 Site Data: 9245 MAIN ROAD EAST MARION,Suffolk County,NY 11939 Latitude:41°7'40.2"N(41.127825°) Longitude:720 20`29.2"E(72.341 ") Antenna Mount Inside Concleament Shroud on Monopole PM&A is pleased to submit this Structural Opinion Letter(Mount)to determine the structural integrity of AT&T Mobility's above-mentioned structure. Based upon our analysis,we have determined the adequacy of the above-mentioned structure to be: Antenna Mount Sufficient Capacity This analysis has been performed in accordance with the 2016 International Building Code. Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. We at PM&A appreciate the opportunity of providing our continuing professional services to AT&T Mobility. If we can be of further assistance,please do not hesitate to contact us at(678)280-2325. Structural Analysis prepared by:Christopher Lozano,B.I.T. Respectfully Submitted by: Bung Kun Oh,P.E. New York Professional Engineer ��` �� � License Number 109267 New York COA#:77083 ru g F 109267 04, DATE-03/18/2025 Figure 6--Mount Opinions Letter Report haver Page Town of Southold—SCTM#IC;00-3 l.-3-11.31 AT&T l I" YC E Y 10 17 Clt' yscam, 9245 Main Rd. Page 10 Date: May 12,2025 ° P.(Marshall&Associates,LLG AT&T Mobility 1000 Holcomb Woods Pkwy,Suite 210 Roswell,GA 30076 (678)280-2325 Subject: Structural Opinion Letter(Fitment Check) Carrier Designation: AT&T Co-Locate Carrier Site Number: NYCENY1017 Carrier Site Name: East Marion AT&T FA Location Code: 10107550 Engineering Firm Designation. PM&A Report Designation: 24ERIATTNYM-063 Site Qatar. 9245 Main Road East Marion,NY 11939 Latitude 41'07'40.2",Longitude 72'20129.2" Structure information: Tower Height&Type: 109 ft Concealment Pole Mount Elevation: 107.0 ft,102.0 ft To whom it may concern, PM&A is pleased to submit this"Structural Opinion Letter"to determine the fitment of the proposed appurtenances inside an existing flagpole of the site mentioned above. The purpose of the analysis is to justify that proposed appurtenances such as panel antennas, and tnplexer units are going to fit inside the existing flagpole by comparing sizes.Based on our analysis,we have determined the proposed appurtenances are going to fit within the existing flagpole. Antennas&Triplexear Units Sufficient Capacity This analysis has been performed in accordance with the 2022 New York State Cade based upon an ultimate 3-second gust wind speed of 128 mph.Applicable Standard references and design criteria are listed in Section 2-,Analysis Criteria. We at PM&A appreciate the opportunity of providing our continuing professional services to you and AT&T Mobility. If you have any questions or need further assistance on this or any ether projects,please give us a call, Respectfully Submitted by: Seung Kun Oh,P.E, New York Professional Engineer License Number:109267 New York C OA#:7708 09267, DATE:0511212025 w �727 Page 1 Figure 7 Structural Opinion Letter(Fitment Ched " Report Cover Page Town of Southold--- SCTM#1 - 1.-3-11.3 AT&T/NYCEN Y 10 17 ckysearml 9245 Mara Fed C N" S I I T ,; a 'gym � � �:" V /l '�SMITH ,:�1�/,'G//yard yyF �� �Xi7YIWw/fty at&t ENGINEERING EMF FCC Compliance Report June 4, 2025 ._ �. 10107550 East M a rion 9245 MainRoad East Marion,NY 11939 Site I ocation Suffolk County "A 2 - 2.3 1 Multi-Licensee Foilr s FCC.t r Bulletin itr 1 Sate cll sifii utiqn Tower Stracture Stealth Monopole AT&T will lu ���t ril�FCC S terrnen of � �� Rules and Regulations. VVVV 70 �If Ai i' aP r r' i V i e r i Nw,wl-1 - 318 West Avenue,Saratoga Springs,NY 12866 'e "'j "", Cola ,u main Office/Fax,51 -3 -1711 " � �. ,p ,,gip„ t Figure 8 EMF FCC Compliance Report Cover x MAILING ADDRESS: Ilk PLANNING BOARD MEMBERS P.O.Box 1179 JAMES H.RICH III � ry Southold,NY 11971 Chairman p OFFICE LOCATION: MIAJEALOUS-DANK Town Hall Annex PIERCE RAFFERIY 54375 State Route 25 MARTIN H.SIDOR "" (cor.Main Rd.&Youngs Ave.) DONALD J.WILCENSHI Southold,NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 3, 2024 � F,, i Michelle Cur e �.J'I Ms. Mich Curry i Airosmith Development 318 West Avenue Saratoga Springs, NY 12866 " Re: Notice of Incompleteness of Application Proposed New Cingular Wireless (AT&T) Upgrades @ East Marion Fire District Located at 9245 NYS Route 25, East Marion SCTM#1000-31.-3-11.31 Dear Ms. Curry: I am writing as a follow-up to the above-referenced application. There are several items missing from your submission materials. Before the Town's technical consultant can commence its full review, it is necessary to complete the application by submitting the following directly to this department: 1. Technical Items, as follows: a) §280-74 B (1)(a) Written analysis demonstrating the project complies with the maximum permissible exposure regulations in accordance with § 280-70 K. b) §280-74 B (1)(b) Need a structural analysis for the tower. fN+� " . 2. Pursuant to §280-74A(d) of the Town, Code, the Planning Board will hire a Technical Consultant to aid in the review of the application and hereby requires the submission of $4,000.00 into an escrow account with the Town Comtrol'ler's Office to cover the cost of the Technical Consultant's review. C. Please remit a check in the amount of$4,000.00 payable to the Town of Southold. Any unused portion of the Technical Consultant's fee will be returned to you. Southold Town Planning Board Page 2 June 3, 2025 Please ensure all documents are high resolution to better facilitate review. High-resolution documents provide clarity and detail, making it easier to examine and evaluate the information accurately. Our technical consultant, CityScape Consultants, Inc., may reach out to you directly regarding this application. Should you have any inquiries about the application or its process, feel free to contact our office without hesitation. Kindly submit the necessary materials directly to the Planning Department at your earliest convenience. Respectfully, A?AL+W LAIXI'LOt*k Heather Lanza, AICP Planning Director cc: CityScape Consultants, Inc. Building Department AR t� p at&t ENGINEERING EMF FCC Compliance Report June 4, 2025 �.... . FA: 10107550 - ......�..... .�......... .. AT&TSite Name: East Marion 9245 Main Road —d East Marion, NY 11939 h Site Location Suffolk County 41.1278 N -72.3414 W Multi Licensee facility Yes _. .......... .............. .... .....�.. FCCStandard CET Bulletin 65 Edition 97-01 ANSI/IEEE/OSHA Standard Std C95.1/1910.97 Site Classification Tower Structure Type _ _.... n.. yp Stealth Monopole Statementofta�rp/%arce AT&T will be compliant with FCC Rules and Regulations. .. t � ' '9 �I 1 I t. i.... .. ...,,<u r,.i rrir/1 �a mm%Yn9 ulJ"^ry 11p/ !7, J I 318 West Avenue,Saratoga Springs,NY 12866SBwNWOSB Main Office/Fax:518-306-1711 EN � � vwww iro�rnithdeyelci_gLcr nt.coyii IIR ENUNEERING Table of Contents 1.0 Scope..................................................................................................................... ..........................3 2.0 Introduction........ ......... ......... ........................................ ....... .......... ......... 3 3.0 Background on FCC MPE Limits....................... ......... ......... ........................... ...........4 4.0 Results and Conclusions................................................,.,,....,..... , ... ..........................6 5.0 Appurtenance Configuration......---..... ......... .......... ........,., ......... ........... ............. ....,........7 6.0 Certifications............................,......- ................... .. ........... ,........., ....... .,,..... .. ........ ..........9 7.0 APPENDIX A-Predictive Modeling Technique ......... ......... ........ ... ,.... ........,............10 FA: 10107550 2 I P a 1.0 Scope Airosmith Engineering has been requested to perform an analysis on the proposed AT&T Mobility antenna installation as compared to the FCC limits on Maximum Permissible Exposure (MPE) as outlined in FCC's OET Bulletin 65.The theoretical RF Emissions were analyzed using IXUS analysis software.Selected output from the analysis is included in this report. 2.0 Introduction Radio Frequency (RF) signals are electromagnetic waves and are characterized by their cycle time (wavelength)which is measured in meters. Frequency is defined as the number of complete cycles a wave can complete per second, which is called a Hertz. An illustration of the inverse relationship between wavelength and frequency of RF signals is shown in Figure 1 belowl'I.AT&T operates within several different frequency spectrum bands including,but not limited to:700MHz,850MHz,1900MHz,2100MHz,2300MHz, and 3.7GHz.When considering field strength of an RF signal note that the power decreases as the distance from the antenna decreases. Figure 1: Radio Frequency Spectrum Cordless Cordless Cordless Shortwave Radio Phones Phones Phones AM Band Aircraft Microwaves A A A� �,P �Fr °J 'm : i a 4 i4 xi�iV� CB VHF VHF UHF P.C.S.Phones TV+DTV TV+DTV TV+DTV Ham Ham Pagers Cellular Phones FM Band 0.3 Mhz 3 Mhz 30 Mhz 300 Mhz 3000 Mhz As the frequency increases,the wavelength of the transmitted signal decreases Mhz=Megahertz=Millions of cycles per second The FCC exposure guidelines are applicable to radio frequency spectrum between 300kHZ and 100GHz.The FCC's exposure guidelines are further discussed in Section 3.0,but it is important to note that the exposure limits are conservative and incorporate a substantial margin for safety. [1]Federal Communications Commission,A Location Government Official's Guide to Transmitting Antenna RF Emissions Safety:Rules, Procedures,and Practical Guidance,June 2,2000. FA: 10107550 3 1 P a g e ";R ENGINEERING 3.0 Background on FCC MPE Limits Since 1985, the FCC has had guidelines in place to evaluate human exposure to RF emissions. The most recent guidelines were adopted in 1996 and incorporate limits for the maximum permissible exposure (MPE) in terms of both electric and magnetic field strength and power density. Frequencies from 300kHz to 100GHz are considered as part of these guidelines.These FCC Guidelines are documented in OET Bulletin 65 and are based on the exposure limits recommended by the National Council on Radiation Protection and Measurements (NCRP), the Institute of Electrical and Electronics Engineers, Inc (IEEE), and the American National Standards Institute(ANSI). For the purposes of determining exposure risk and the resulting compliance,the FCC Guidelines consider two tiers of exposure:occupational/controlled exposure, and general population/uncontrolled exposure. Occupational/controlled: these limits are to be considered when a person is exposed to RF emissions as a consequence of their employment. Additionally,this person must have been made fully aware of the potential exposure and has the ability to exercise control over their own exposure. General population/uncontrolled:these limits are to be considered in all other situations. Namely, when an individual may be exposed to RF emissions without being aware. This can happen as a consequence of their employment or not. Additionally, this person does not have the ability to exercise control over their exposure. The FCC limits for maximum permissible exposure are derived from a whole-body averaged specific absorption rate(SAR). The limits incorporate safety factors in order to implement extra precautions when considering the protection of the population that may be at risk. Additionally,the limits set by the FCC are based on data that has determined there are certain ranges of frequencies where the human body absorbs RF energy more efficiently:this frequency range is 30-300MHz. The specific MPE limit per frequency range is provided in the table below in terms of Electric Field Strength (V/m), Magnetic Field Strength(A/m),and Power Density(mW/cm2). It should be noted that the limits are more restrictive for the General Population/Uncontrolled exposure. FA: 10107550 44 1 P a g e � \�O� , r`/�� SMoTH UNGREERNG (A) Limits for Occupational/Controlled Exposure Frequency Field Magnetic Field Power Density Avelagur?,1,1.Ine o.»'so 614 1.63 (mo)~ s 3.0-30 zn*z/f 4.89/f (9001 )° a oo'aoo a/.v 0.163 1.0 o 300'1500 _ — 5300 o 1500'/00,000 _ _ 5 a (a) Limits for General p"n=uov^fUumouon^uExposure Fiequency E Magnetic Field Power Density Averaging Time o.s'z.»* 614 1.63 (100)~ oV 1.34-30 824/f 2.19/f (zuonr ~ so 30-300 27.5 0.073 0.2 ao 300-1500 _ — f/zsoo ao 150*100.000 _ — zo 30 The most common way to determine the compliance of a site is to compare the RF power density to the Maximum Permissible Exposure Limits outlined in the tables above, and to represent it as a percentage of the limit. This isshown graphically below in Figure I. Figure 2: FCC Limits for Maximum Permissible Exposure(K8PE1 Plane'wowoE9u/volenr Power Density 1.00m F-�_-73ccupational/Controlled Exposure General Population/Uncontrolled Expos Of--------L—A. I I I I------------ Frequency(MHz) FA: 10107550 5 Pa ge AG ENGINEERING It is important to note that the FCC rules specifically state that compliance is the shared responsibility of all licensed transmitters on a site if their power density levels are equal to or greater than 5%of the exposure limit in an area. When conducting predictive modeling, applicants are expected to make a "good faith" effort in factoring in the other transmitters on site. References: 47 CFR, FCC Rules and Regulations, Part 1 (Practice and Procedure), Section 1.1310 (Radiofrequency radiation exposure limits). FCC Office of Engineering and Technology (OET) Bulletin 65, "Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields", Edition 97-01,August 1997. IEEE Std C95.1-2019, "IEEE Standard for Safety Levels with Respect to Human Exposure to Electric, Magnetic,and Electromagnetic Fields,0 Hz to 300 GHz". 4.0 Results and Conclusions Upon reviewing the results of this analysis, the calculated non-ionizing radiation for this proposed AT&T antenna installation is considered COMPLIANT when compared to General Population FCC exposure limitations. In addition, when considering AT&T and all other transmitters on the tower,the overall site is considered COMPLIANT when compared to the General Population FCC exposure limitations.The analysis results are summarized below. .................. . _ General Results AT&T Maximum General Population MPE% 1.205%at Ground Level 0.5322%at Adjacent Roof Level ... ......... ........ _. ...........�... All Sources Maximum General Population MPE% 2.683%at Ground Level 0.7343%at Adjacent Roof Level FA: 10107550 6 1 P a g e XIII�* ENGINEERING 5.0 Appurtenance Configuration Colocator Data:. ®Estimate ❑Actual Data El N/A .............. Operator Ant Z Centerline Antenna Type,Manufacturer,&Model Frequency Total TPO(W) Az(°) ID Elev. Band (ft) AT&T Al 107 Panel/CommScope/KWSS-65A-R3 LTE 700 B14 60 30 AT&T Al 107 �...•.•.•... Panel/CommScope/KWSS-65A-R3 LTE 700 60 30 _.... ...... _.._ AT&T Al 107 Panel/CommScope/KWSS-65A-R3 3.5GHz 120 30 ..._ W._W.... AT&T Al 107 Panel/CommScope/KWSS-65A-R3 4GHz 120 30 AT&T Al 107 Panel/CommScope/KWSS-65A-R3 LTE 1900 180 30 AT&T Al 107 Panel/CommScope/KVVS5-65A-R3 _ LTE 2100 180. 30 AT&T A2 102 Panel/CommScope/KWSS-65A-R3 NR 850 90 30 AT&T A2 102 Panel/CommScope/KWSS-65A-R3 LTE 700 B12 90 30 AT&T B1 107 Panel/CommScope/KWSS-65A-R3 LTE 700 B14 60 150 AT&T 41 107 Panel/CommScope/KWSS-65A-R3 LTE 700 60 150 AT&T Bl L...... W_�_........ 107 Panel/Corr m cope/KWSS-65A R3 3.5GHz 120 150 ...• AT&T 61 107 Panel - . ... ........ /CommScope/KWSS-65A-R3 4GHz 120 150 .... AT&T B1 107 Panel/CommScope/KWSS-65A-R3 LTE 1900 180 150 AT&T B1 107 Panel/CommScope/KWSS-65A-R3 LTE 2100 180 150 AT&T B2 102 Panel/CommScope/KWSS-65A-R3 NR 850 90 150 AT&T B2 102 Panel/CommScope/KWSS-65A-R3 LTE 700 B12 90 150 AT&T C1 107 Panel/CommScope/KWSS-65A-R3 LTE 700 B14 60 250 AT&T C1 107 Panel/CommScope/KWSS-65A-R3 LTE 700 60 250 _..�. _... .... AT&T C1 107 Panel/CommScope/KWSS-65A R3 3.5GHz 120 250 ......... ....... AT&T C1 107 Panel/CommScope/KWSS-65A-R3 4GHz 120 250 107 AT&T C1 Panel/Co ��.. mmScope/KWSS-65A-R3 LTE 1900 180 250 AT&T C1 107 Panel/CommScope/KWSS-65A-R3 LTE 2100 180 250 _..... _ ....... _. AT&T C2 102 Panel/CommScope/KWSS-65A-R3 NR 850 90 250 .......... AT&T C2 102 Panel/CommScope/KWSS-65A-R3 LTE 700 B12 90 250 T-Mobile T1 85 Panel/Generic/PentaBandPanel short LTE 1 0' 900 80 0 T-Mobile Tl _ 85 Panel/Generic/Penta Band Panel short LTE 2100 80 0 T-Mobile T1 85 Panel/Generic/PentaBandPanel short LTE 700 30 0 -...... �.. �. ........... T-Mobile T1 85 Panel/Generic/PentaBandPanel short LTE 600 80 0 T-Mobile T2 85 Panel/Generic/PentaBandPanel short LTE 1900 80 120 _. ............ T-Mobile T2 85 Panel/Generic/PentaBandPanel short LTE 2100 80 . 120 ....... ......... T-Mobile T2 85 Panel/Generic/PentaBandPanel short LTE 700 30 120 —.. T-Mobile T2 85 Panel/Generic/PentaBandPanel short LTE 600 80 120 ......... _ ......._ __ T-Mobile T3 85 Pa nel/Generic/Penta Band Panel short LTE 1900 80 240 T-Mobile T3 85 Panel/Generic/PentaBandPanel short LTE 2100 80 240 T-Mobile T3 85 Panel/Generic/PentaBandPanel short LTE 700 30 240 T-Mobile T3 85 Panel/Generic/PentaBandPanel short LTE 600 80 240 Verizon V1 94 Panel/Generic/PentaBandPanel short LTE 700 80 0 Verizon V1 94 Pa nel/Generic/PentaBa nd Panel short LTE 1900 80 0 Verizon V1 94 Panel/Generic/PentaBandPanel short LTE 850 80 0 Verizon V1 94 Panel/Generic/PentaBandPanel short LTE 2100 80 0 Verizon V2 94 Panel/Generic/PentaBandPanel short LTE 700 80 120 Verizon V2 94 Panel/Generic/PentaBandPanel short LTE 1900 80 120 -_ ......... _ _..... Verizon V2 94 Panel/Generic/PentaBandPanel short LTE 850 80 120 Verizon V2 94 Panel/Generic/PentaBandPanel short LTE 2100 80 1 120 FA: 10107550 7 I P a 8 e II11R�,, SMITH -N ENONEERING ................. ._._._ Verizon V3 94 Pa nel/Generic/Penta Band Panel short LTE 700 80 240 ___ Verizon V3 94 Pa nel/Generic/Penta Band Panel short LTE 1900 80 240 Verizon V3 94 Pa nel/Generic/Penta Band Panel short LTE 850 80 240 Verizon V3 94 Panel/Generic/PentaBand Panel short LTE 2100 80 240 FA: 10107550 8 P a 8 e AHR(0)SMITH ENGINEERING 6.0 Certifications a. Preparer Certification I,Angelo Santos,the preparer of this report,am familiar with the Rules and Regulations of both the Federal Communications Commission(FCC)and the Occupational Safety and Health Administration (OSHA)with regard to Human Exposure to Radio Frequency Radiation. I am also familiar with AT&T's RF Exposure: Responsibilities, Procedures&Guidelines document. I have reviewed this Radio Frequency Exposure Assessment report and believe it to be both true and accurate to the best of my knowledge. �W& s 06/03/2025 b. Reviewer Certification I, Emily McPherson,the reviewer and approver of this report, am fully aware of and familiar with the Rules and Regulations of both the Federal Communications Commission (FCC)and the Occupational Safety and Health Administration (OSHA)with regard to Human Exposure to Radio Frequency Radiation.. I am also fully aware of and familiar with AT&T's RF Exposure:Responsibilities, Procedures&Guidelines document. I have reviewed this Radio Frequency Exposure Assessment report and believe it to be both true and accurate to the best of my knowledge. )f NEW), 06/03/2025 CZ `G 108843 ( ESSO 61412025 FXP:10/31/2026 FA: 10107550 9 0 P a g e AIR(* ENGINEERING 7.0 APPENDIX A-Predictive Modeling Technique Airosmith Engineering has performed worst case predictive modeling on the proposed AT&T antenna installation as compared to the FCC limits on Maximum Permissible Exposure (MPE) as outlined in FCC's OET Bulletin 65 using IXUS EMF Compliance Management Software,Version 4.14.0. IXUS is a commercially available software developed by Alphawave. IXUS uses Ray-Tracing RF exposure modeling to calculate the power density and compares it with FCC Limits.The ray tracing method is an advanced computation method described by an international standards protocol: IEC 622321. RF power density levels are calculated using the IXUS Modeler. IXUS employs a synthetic ray tracing method for panel and omnidirectional antennas and a cylindrical envelope method for microwave dish (parabolic reflector/aperture) antennas. IXUS uses elemental sources, which are representative of how an antenna emits RF energy. These elemental sources are selected by an analysis of the antennas and their manufacturers' datasheets. All of the sources representing all of the antennas are summed to determine power density. Ray tracing algorithms typically overestimate RF power density because they do not take into account absorption of RF energy in the ground, building walls and other man-made structures. The power density summation works as follows: To calculate exposure and compliance boundaries, power density from each source (exposure value by frequency EVf) is divided by the appropriate exposure limit(ELf), creating an exposure ratio (ERf). EVf ER f = ELf Ratios from each source are combined to determine a total exposure ratio TER. This ratio is used to determine exposure and compliance boundaries. n TER = ERj L=1 IXUS uses the calculated TER to create graphical 3D compliance boundaries around all of the antennas combined and to determine the exposure at any location. Additionally,a conservative and verified modelling technique for 5G beamforming antennas in IXUS is also used.The simulation accuracy of the IXUS calculation module has been verified extensively with full-wave EM simulations using FEKO. All antenna models that are used in the IXUS modeler undergo a rigorous verification process, whereby manufacturer data obtained from datasheets or pattern information is compared to that of the IXUS antenna model, during the synthesis process. 1 IEC 62232:2017, Determination of RF field strength and SAR in the vicinity of radiocommunication base stations for the purpose of evaluating human exposure,International Electrotechnical Commission,Geneva. FA: 10107550 10 1 P a g e r MITH Al U R_', S DEVELOPMENT June 3, 2025 Town of Southold J U N 0 5 2�D 12 '5' Department of Building 54375 Main Rd lSOUTHOLD TOWN PLANNING BOARD pD Box 1179 Southold,NewYork 1171 RE: New Cingular Wireless PCS, LLC ("AT&T building permit application ("Application") for equipment upgrades at the existing wireless telecommunications faculty 9245 Route 25, East:Marian,NY 11939 Dear Ms Lanza: Please see attached check for$4000 for escrow as requested. Sincerely, e0o 4 IL e i Michelle Cunt' Airosmith Development 318 West Avenue Saratoga Springs,New York 12866 (732) 503-08+69 cell/(518) 306 fax E-mail: j °cu � sx tl vet 1 . o' . µ MAILING ADDRESS: � .� P.O. Box 1179 PLANNING BOARD MEMBERS Southold, NY 11971 JAMES H.RICH III Chairman OFFICE LOCATION: MIAJEALOUS-DANK Town Hall Annex PIERCE RAFFERTY �� 54375 State Route 25 MARTIN H.SIDOR �, (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSHI Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 3, 2024 Ms. Michelle Curry Airosmith Development 318 West Avenue Saratoga Springs, NY 12866 Re: Notice of Incompleteness of Application Proposed New Cingular Wireless (AT&T) Upgrades @ East Marion Fire District Located at 9245 NYS Route 25, East Marion SCTM#1000-31.-3-11.31 Dear Ms. Curry: I am writing as a follow-up to the above-referenced application. There are several items missing from your submission materials. Before the Town's technical consultant can commence its full review, it is necessary to complete the application by submitting the following directly to this department: 1. Technical Items, as follows: a) §280-74 B (1)(a) Written analysis demonstrating the project complies with the maximum permissible exposure regulations in accordance with § 280-70 K. b) §280-74 B (1)(b) Need a structural analysis for the tower. 2. Pursuant to §280-74A(d) of the Town Code, the Planning Board will hire a Technical Consultant to aid in the review of the application and hereby requires the submission of $4,000.00 into an escrow account with the Town Comptroller's Office to cover the cost of the Technical Consultant's review. Please remit a check in the amount of$4,000.00 payable to the Town of Southold. Any unused portion of the Technical Consultant's fee will be returned to you. Southold Town Planning Board Page 2 June 3, 2025 Please ensure all documents are high resolution to better facilitate review. High-resolution documents provide clarity and detail, making it easier to examine and evaluate the information accurately. Our technical consultant, CityScape Consultants, Inc., may reach out to you directly regarding this application. Should you have any inquiries about the application or its process, feel free to contact our office without hesitation. Kindly submit the necessary materials directly to the Planning Department at your earliest convenience. Respectfully, +kawx LoAia Heather Lanza, AICP Planning Director cc: CityScape Consultants, Inc. Building Department i w AIRIOPSMITH DEVELOPMENT '=PLANWNG ME CC�REOWERRDD May 13, 2025 Town of SoutholdDepartment of Building 54375 Main Rd PO Box 1179 Southold,New York 11971 RE: New Cingular Wireless PCS, LLC ("AT&T")building permit application ("Application")for equipment upgrades at the existing wireless telecommunications facility 9245 Route 25, East Marion,NY 11939 Dear Sir/Madam: AT&T is seeking to perform equipment upgrades to the above-referenced existing telecommunications Facility. We are submitting this application as an eligible facilities request under Section 6409,referenced below. Please find enclosed the following documents in support of our application to obtain the building permit: 1. Building Permit Application 2. Signed and Stamped Construction Drawings 3. Mount Analysis 4. Certificates of Insurance from General Contractor-to follow Section 6409 of the Federal Middle Class Tax Relief and Job Creation Act("Section 6409") was adopted in 2012. Under Section 6409,your city retains discretionary zoning review over the construction of new towers, but simple collocations and/or equipment upgrades at existing telecommunications facilities must be approved. The new law provides that: "a State or local government may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower, rooftop or base station that does not substantially change the physical dimensions of such tower, rooftop or base station." (Emphasis added.) The federal law defines an"eligible facilities request" as "(A) collocation of new transmission equipment; (B) removal of transmission equipment; or(C)replacement of transmission equipment." (Emphasis added.) Also,the Federal Communications Commission issued a Wireless Infrastructure Report and Order on October 17,2014 ("FCC Order")which established regulations that clarify and streamline the municipal approval process for eligible facilities requests under Section 6409. A copy of the FCC Order is enclosed herewith. The FCC Order clarifies that municipal review of an eligible facilities request is limited to determining whether the request falls within Section 6409: "a State or local government may require the applicant to provide documentation or information only to the extent reasonably related to determining whether the request meets the requirements of this section [Section 6409]. A State or local government may not require an applicant to submit any other documentation, including but not limited to documentation intended to illustrate the need for such wireless facilities or to justify the business decision to modify such wireless facilities."47 C.F.R. 1.40001(c)(1) (Emphasis added). AT&T's Application is an Eligible Facilities Request under Section 6409 AT&T's application qualifies as an eligible facilities request under Section 6409 because the proposed installation involves"a modification of an existing wireless tower,rooftop or base station that does not substantially change the physical dimensions of such tower, rooftop or base station." As shown on the plans prepared by PM&A dated March 06, 2025,AT&T's proposed installation consist principally of the following elements: AT&T will have all equipment changes to be made at the same height on the monopole on the existing mounts. No increase to the size of the ground space. Accordingly, AT&T's installation involves the collocation and replacement of new transmission equipment that will not increase the height of the installation nor the dimensions of the equipment compound. As a result,the installation"does not substantially change the physical dimensions of such rooftop or base station." Therefore, these proposed equipment upgrades constitute an"eligible facilities request"under Section 6409, and must be approved. Timeline for Review and Approval We would like to highlight an important timing requirement for processing this application. The FCC Order determined that a municipality must act on an eligible facilities request within sixty (60) days of receiving the application. 47 C.F.R. 1.40001(c)(2) (Emphasis added). (Note,the sixty (60)-day period is also known as the "Shot Clock"). Thus,the city must approve this application within sixty (60) days of its receipt. The FCC Order provides that upon a municipality's failure to act prior to expiration of the Shot Clock,the"request shall be deemed u m granted" and AT&T will be legally entitled to proceed with construction. 47 C.F.R. 1.40001(c)(4) (Emphasis added). Note that the FCC Order does allow the Shot Clock to be tolled if an application is incomplete. However, in order to do so, a municipality must provide written notice that the application is incomplete within thirty (30) days of the submittal. 47 C.F.R. 1.40001(c)(3)(i). The notice must "clearly and specifically" describe the missing documents or information, 47 C.F.R. 1.40001(c)(3)(i), and, as previously mentioned, such documentation must be necessary to the determination of whether the application qualifies as an eligible facilities request. If the municipality requests additional information after the first thirty (30)days have passed, we will still provide any "reasonably related" information allowed under the FCC Order, but the Shot Clock will not be tolled. In light of the foregoing, AT&T respectfully requests that its proposed equipment upgrades be approved. In the meantime, if you have any questions,please feel free to call or email me. Thank you for your cooperation. Sincerely, %?" 6"f Michelle Curry Airosmith Development 318 West Avenue Saratoga Springs,New York 12866 (732) 503-0869 cell/(518) 306-1711 fax E-mail: mcurr r) iro trijithdevelo mcnt.com BUILDING DEPARTMENT TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road P. 0.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax (631)765-9502 11tJt ,L//WWNV.,SOtttll()I(ItOIA�llily.Ly(.�V APPLICATION FOR BUILDING PERMIT S, For Office Use OnIV PERMIT NO, Building Inspecton__ .... 0\6 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an owner's Authorization form(Page 2)shall be completed. Da t e 5/13 25 OWNER(S)OF PROPERTY: -3-11.31 Name: SCTM#1000-473889/3 1. Project Address:9245 Route 25, East Marion Phone#: Email: Mailing Address: CONTACT PERSON: Narne:Airosmith Development Mailing Address:318 W Ave Sartoga Springs, NY 12866 Phone#:732-503-0869 Email:mcurry@airosmithdevelopment.com DESIGN PROFESSIONAL INFORMATION: Name:PM&A Mailing Address:1000 Holcomb Woods Pkwy, Ste 210, Roswell, GA 30076 Phone#:619-370-4859 Email- @pmass.com CONTRACTOR INFORMATION: Name:Current Commuications Mailing Address:11 Roselle St, Linden, NJ 07036 Phone N908) 587-2252 .----LEmail:max.bonaker@current-comm.com DESCRIPTION OF PROPOSED CONSTRUCTION E]NewStructure EJAddition DAlteration DRepair ElDemolition Estimated Cost of Project: [i]Otherswal)out old equipment on exisiting tower i0-1 0—0�... ....................... .......... Will the lot be re-graded? DYes RNo Will excess fill be removed from premises? E]Yes L*No PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes *No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPI(CATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. . Application Submitted B ril nam ):Ceil Todd I+RAuthorized Agent []Owner Signature of Applicant: Date: 2' STATE OF � � SS: COUNTY OF _ _) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Authorized Agent (S)he is the ........ _. ........ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 13 day of May 120 25 Notary blic Wealth Of Ptnn$ytvania•Notary 4tAichelle Curry, Public Bucks County PROPERTY OWNER AUTHORIZATION a %IyC;mmisslon Expires May 26,2025 (Where the applicant is not the owner) " mmission Number t 2 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 u Date: March 18,2025 0 PK AT&T Mobility P. Marshall &Associates, LLC 1000 Holcomb Woods Pkwy, Suite 210 Roswell, GA 30076 (678)280-2325 Subject. Structural Opinion Letter(Mount) Carrier Designation: AT&T Mobility New Site Build MAY 16 2025 Carrier Site Number: NYCENY1017 Carrier Site Name: EAST MARION SOUTHOLD TOWN AT&T FA Location Code: 10107550 "LNNgNG O1ND Engineering Firm: PM&A Report Designation: 24ERIATTNYM-057 Site Data: 9245 MAIN ROAD EAST MARION, Suffolk County, NY 11939 Latitude: 410 7'40.2" N (41.127825°) Longitude: 72°20'29.2" E (72.341444°) Antenna Mount inside Concleament Shroud on Monopole PM&A is pleased to submit this Structural Opinion Letter(Mount)to determine the structural integrity of AT&T Mobility's above-mentioned structure. Based upon our analysis, we have determined the adequacy of the above-mentioned structure to be: Antenna Mount Sufficient Capacity This analysis has been performed in accordance with the 2018 International Building Code. Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. We at PM&A appreciate the opportunity of providing our continuing professional services to AT&T Mobility. If we can be of further assistance, please do not hesitate to contact us at (678)280-2325. Structural Analysis prepared by: Christopher Lozano, E.I.T. Respectfully Submitted by: Seung Kun Oh, P.E. New York Professional Engineer License Number: 109267 New York COA#: 77083 e4l ng'2-o2-V . , ` . March y8, 2025 Page TABLE OFCONTENTS 1) |NTRODUCT|C}N 2)ANALYS|S CRITERIA Table 1 - Pmopoemd Equipment Loading Information Table 2- Existing and Reserved Equipment Loading Information 3)ANALYS|S PROCEDURE Table 3- Documents Provided 3.1)Anm|yeio Method 3.2\Assumptione 4\AN/\LYS|S RESULTS Table 4- Mount Component Stresses vs. Capacity 4.1> Recommendations 5)APPENDIX A Design Input S>APPENO|X 8 Additional Calculations 7>APPENDIX C Supplemental Drawings March 18, 2025 Page 3 1) INTRODUCTION AT&T Mobility is proposing loading per the Table 1 and Table 2.All equipment should be installed on the existing antenna mount inside the concealment shroud. 2)ANALYSIS CRITERIA Building Code: 2018 IBC TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 128 mph Exposure Category: C Topographic Factor: 1.00 Ice Thickness: 1.00 in Wind Speed with Ice: 50 mph Seismic Ss: 0.182 Seismic S1: 0.051 Live Loading Wind Speed: 30 mph Man Live Load at Mid/End-Points: Not Applicable Man Live Load at Mount Pipes: Not Applicable Table 1 -P rcapa ± tai, eq_t I ?a cfpg..1liforL"pation wwwwwww_.... ... �Quantity Manufacturer Model��-nmm��m� �....... 6._. ......... ..... ........ .COMMSC.Ou..mP...E. . .� K_W._...SS 6 5A-R...3.ANTENNA . COMEECO.PE_._._. STX61 uREXER... L4 � E"I", � .......T'RAD FPAB ........... ... .........._ ..... ... _,.,.__. Table 2 - Existing and Reserved Equipment Loading Information Quantity Manufacturer Model ��.�, �,n,mv�m �,m�,�,na�, ...... . ............ .... _.._. _......... _aw. _ ... 3)ANALYSIS PROCEDURE Table 3 -Documents Provided _.w. Document Remarks Reference Source ,�n �,.: m��, -,�nMr�,,,,� � nn. M�.�,,,��manm . ,��,��n,�.,�, �rr. ..�., n�,�, nmrm ar _....._..___ �...._m.. D#: 2 IATTNYM-057 � 03/06/2025 � PM&A Preliminary Construction Drawings PM&A Project I 3.1)Analysis Method Load comparison method was used to justify the acceptability of the existing mount and supporting structure. INME 3 March 18, 2025 Page 4 3.2)Assumptions 1) The structure and its foundation were properly fabricated, installed and maintained in good condition in accordance with its original design and manufacturer's specifications. 2) All existing, proposed, and future equipment and transmission cables are installed in the locations shown in the construction drawings. 3) PM&A assumes that all structural components and connections are in sufficient condition to carry their full design capacity. 4) We have not designed for construction load. 5) All member connections and welds are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless determined otherwise and explicitly stated in this report. 6) The foundation has been analyzed based on the soil values provided in the referenced geotechnical report. 7) Steel grades have been assumed as follows, unless noted otherwise: Channel, Solid Round,Angle, Plate ASTM A36 (GR 36) HSS (Rectangular) ASTM A500 (GR B-46) Pipe ASTM A53 (GR 35) Connection Bolts ASTM A325 Cold Formed Steel (Struts) ASTM A653 (GR 33) This analysis may be affected if any assumptions are not valid or have been made in error, 4)ANALYSIS RESULTS Table 4 -Structural Component Demand-Capacity Ratios Notes Component Demand-Capacity pass/Fail Ratio 1 Concealment Shroud OK Pass �....a 6 -----------Flagpole Colla..._. ........... ... Pas r w/AB Bracket V OK Pass Structure Rating ._....ww��wwwwwww........ ... __m..__.... �,. .. Rating (max from all components) = OK Notes: �,rvrv ,, „ma -m�mW,� 1) See additional documentation in"Appendix B—Additional Calculations'for calculations supporting the demand-capacity ratios. 4.1) Recommendations The existing antenna mount has sufficient capacity to carry the proposed load configuration. No modifications are required at this time. MMA 4 March 18, 2025 Page 5 APPENDIX A DESIGN INPUT HMO 5 , ^ . .WE ������ Hazards Report x�.�v��- n n�����n ��� x�����n � AMERICAN SOCIEfY OF CML ENGINEERS Address: Standard: ASCE/SB7-16 Latitude: 41.12740 &246 Main Rd Risk Category: || Longitude: -72.340628 East Marion, New York Soil Class: O - Onfau|t(see Elevation: 32.25071952011748ft 11939 ' Section 11.4.3) (N/YVD 88) Easl Marion Wind�° Results: Wind Speed 128Vmph 10'yaarMR| 78Vmph 25-yearyWR| 87Vmph 50-yearMR| QOVmph 100-yaarK1R1 105Vmph Data Source: ASCE/SB 7-18, Fig. 2G.5-1Band Figs. CC2-1-CC.2-4. and Section 28.5.2 Date Accessed: Fri Mar 072025 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability 0.00143. MR| = 700yaaro). Site is in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings need not be protected against wind-borne debris. Page 1 of 3 Fri Mar o7ooun ASCE AMMM SOCIOYOFCML.ENGINESS Seismic Site Soil Class: D- Default(see Section 11.4.3) Results: SS 0.182 SDI 0.081 Si 0.051 TL 6 Fa 1.6 PGA : 0.1 F, 2.4 PGA M : 0.16 SMS 0.292 FPGA 1.6 SM, 0.122 1. : 1 SpS 0.195 C 0.7 SedgroGDesign Anse Spectrum 0 20 Design Response Spectrum 0.18 0.25 0, 0.16 G r 0.20 - O.14 0.12 V+ 0.15 0.10 008 0.10 0.06 o 0 04.�5 _ i 002 1 ......... ..... ........ le .. . ... .....n .. 6 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7 Sa(g)vs T(s) Sa(g)vs T(s) 0.18 MCER Vertical Response Spectrum D I Design Vertical Response Spectrum 016 Vi4 0..10 goose 0.14 0066,103, 0..09 U8 0.12 "r 0.07 0.10 A 0.06 0.06iwaUamA., 004 0.04mmr„ 0.03 0..02 _ _ - 002 0.5 1.0 1.5 2.0 0 0.5 1.0 1..5 2.0 Sa(g)vs T(s) Sa(g)vs T(s) Data Accessed: Fri Mar 07 2025 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2.Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. ,r .dN Rt rdtcw zl rr �, Pa 2`0 3 Fri Mar 07 2025 ITes 'tI"tip 7 AMERICAN SOCIETY OF CML ENGINEERS Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 15 F Gust Speed 50 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Fri Mar 07 2025 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers;or has been extrapolated from maps incorporated in the ASCE standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability,currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement,affiliation, relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. ttp it c a r i, l;.carg/ Pa e of 3 Fri Mar 07 2025 l , ;t 9245 Main Rd I'iuu i M I�V�Ik fI I 1e Maps MI • 1► Imagery©2025 Data SIO,NOAA,U.S.Navy,NGA,GEBC ,TerraMetrics,Google,Imagery @2025 Airbus,Landsat/Copernicus,Maxar 1000 ft Technologies,Map data©2025 Google Measure distance Total distance:2,600.23 ft(792.55 m) EXPOSURE C PER ASCE 7-16: Far Cr< 3(}Ca.d. 15 W Ct Building or w� For h>30(t di? grcatcr of 2,6.C¢or 2.1, Other Structure ......_._._......�.................. ...................... ,,.^ Any Roughness Roughness S °`'f Any Roughness C di FIGURE C26.7-1 Upwind Surface Roughness Conditions Required for Exposure B RUM RJ March 18, 2025 Page 6 APPENDIX B ADDITIONAL CALCULATIONS mm ors LOAD COMPARISON The proposed equipment configuration below is being modified on an existing AT&T antenna mount on a monopole. -_...ww_.._... Removed. ... w_.. _... _ .. _._._....._.a _,,,,__.w............M _.. _.. _...___ v .E�(uip.mentw Quanti f_.. .... Wei ht.M.M. _.w_Quanta x Weight(Ibs)m._.M.M.m,.mmw QUINTEL QS6658-3E ANTENNA _ 3 77 231 _...........ww.................. .._.M.M.M,.,,,,,............_..... ...................._.,.......,v.., ... _,......... .......w..._.._.._..__....,.,,._...www_wv..._._._._._._...........,....., AT&T TRIPLEXER _w .................... ......�w........................�.� 3 10 30 TotalwwRemoved,Weight:.......ww_..._..M...�w 261..... www............................ ........._._,,,._„_.....�....m......w .�. ----- Pro w posed Equipment_.. Quant(t�r We( ht ry Quanti x Weight(Ibs w w COMMSCOPE KWSS 65A-R3 A_NTENNAmmmmmmm mmmmmmmmmmmmmmm �M fi F 35 5 213 _mmmm mmmmmw COMMSCOPE STX6... 43 TRIPLEXER 6ww......._. ___._6 ---_, _.._._ ww ...........w-36mm w www�... _........_....�.�.�........................ M._.M..M.M.������..�w�w�w�w�w�w�w�.w.......Total Proposed We.._....._. w_...............,........-_._._._--- .._._w Weight: 249 NET CHANGE IN WEIGHT: 261-249=12 Ibs removed The removed and added antenna equipment results in a net reduction of approximately 12 Ibs in weight overall; reducing the gravity load on the structure. Since the equipment is shielded inside the existing concealment shroud,there is no change in effect to the existing wind loading on the structure. Therefore,the proposed modification of equipment onto the structure is deemed acceptable without further evaluation. (N)AT&T COMMSCOPE KWSS-65A-R3 ANTENNA TYP.(2)PER SECTOR(TOTAL-6) (E)AT&T 310-0^^ ^--^'^ ...-, (N)AT&T COMMSCOPE STX61742T-43 CONCEALMENT SHROUD TRIPLEXER.TYP.(2)PER SECTOR(TOTAL-6) b Wu� D I *n k (I I)A.4 fA41 NXI.0564,38 3F ANTENNA TO �"'�'�""• „„„„"ry° nruLm)VFD 1YIP,ail PFR SLCrOR JE)104'A`CONCEALMENT TOWER TYP.@ 102' RAD CENTERS JE)AT&T Y 0-0 �T N ...._.�._(LI ATL T I IILLTTi:R 10 6C>IIP.a CATFpP.D, &1A CONCEALMENT SHROUD u ---(N)AT&T COMMSCOPE KWSS-6SA•R3 ANTENNA TYP.(2)PER SECTOR(TOTAL-6) --(Ej WV-0"CONCEALMEN4 TOWER fE)AT&T Y-0-0 —M.(N)AT&T COMMSCOPE STX61742T-43 @ MD 104' CONCEALMENT SHROUD - TRIPLEXER,TYP,(2)PER SECTOR(TOTAL-6) 0. O —(E)I Or-a CONCEALMENT TOWER TYP.@ 107' RAD CENTERS EXISTING ANTENNA PLAN NEW ANTENNA PLAN March 18, 2025 Page 7 APPENDIX C SUPPLEMENTAL DRAWINGS M=C,J_Im iFabricated Solutions,, LLC. EEI Office: 561- 8 -4111 6661 Garden Road Riviera Boach,FL.33404 Low PIM Flagpole collar w/AB Bracket(Antenna Kit)3 to 7"Round Member Attachment 1 n Triad-FPS-AB Each Kit Includes 6 FPS,and 6 AB Brackets 1 $804.95 $804.95 ANT.57343 Capable of Mounting 3 antennas. Low PIM Flagpole collar w/AB Bracket(Antenna Kit)6 to 11"Round Member Attachment 2 Triad-FPL-AB Each Kit includes 6 FPL,and 6 AB Brackets 1 $842.52 $842.52 ANT.57332 Capable of Mounting 3 antennas to 14"Round Member Attachment 3 `', Triad-FPXL-AB Each Kit includes 6 FPXL,and 6 AB Brackets 1 $878.55 $878.55 ANT.57334 Capable of Mounting 3 antennas. Low PIM Adapter Kit for Combiners Each Kit includes 12 CB Brackets 4 Triad-CB For mounting of Combiners to CAB Brackets at 1 $304.92 $304.92 ANT.57331 1 RAD Low PIM Flagpole collar w/CAB Bracket(Combiner Kit) 3to7"Round Member Attachment 5 =4 Triad-FPS-CAB Each Kit Includes 6 FPS,and 6 CAB Brackets 1 $745.70 $745.70 ANT.57344 Capable of Mounting 1 RAD of combiners. Low PIM Flagpole collar w/CAB Bracket(Combiner Kit) a�-- 7 to 11"Round Member Attachment .x 6 Triad-FPL-CAB Each Kit includes 6 FPL,and 6 CAB Brackets 1 $783.27 $783.27 ANT.67345 Capable of Mounting 1 RAD of combiners. ' Low PIM Flagpole collar w/CAB Bracket(Combiner Kit) 11 to 14"Round Member Attachment 7 t Triad-FPXL-CAB Each Kit includes 6 FPXL,and 6 CAB Brackets 1 $819.30 $819.30 Capable of Mounting 1 RAD of combiners. ANT.57324 Low PIM Flagpole collar w/AB Bracket(Antenna Kit)12 to 24"Round Member Attachment 8 ti Triad-FPXXL-AB Each Kit Includes 6 FPXXL,and 6 AB Brackets 1 $1,040.00 $1,040.00 ANT.57338 Capable of Mounting 3 antennas. Antenna Angle Each Kit includes 12 AA p Capable of mounting 3 antennas 9 Ifr Triad-AA Note:NOT FOR USE ON Kathrein 800108641865/866 1 $144.00 $144.00 ANT.57335 antennas(NOT NEEDED FOR THESE MODELS)Also adapts to Commscope,JMA,&CCI Low PIM Flagpole collar w/CAB Bracket(Combiner Kit) 12 to 24"Round Member Attachment 10 at „ :, Triad-FPXXL-CAB Each Kit includes 6 FPXXL,and 6 CAB Brackets 1 $1,005.00 $1,005.00 ANT.57341 Capable of Mounting 1 RAD of combiners. Low PIM Collar w/Downtilt&Azimuth Capability for Square Poles 7-30"(Full Kit) Each Kit includes 4 Quad-SH,3 Quad-DT,&3 Quad-DA 11 Quad-SC Brackets 1 $850.00 $850.00 Capable of Mounting 3 Air Antannes/RRHs for Small cell solutions. Capable of adapting 4th Antenna(RRH with purchase of extra brackets. A , RA lani��l�l Ixa3 EEI Fabricated tion , i rd, r EEL-F .COM Office; 561-282-4111 6861 Garden Road Riviera Beach,FL,33404 I//�!!%0 Low RIM Flagpole collar w/AS Bracket(Antenna Kit)4 to 9"Round Member Attachment 12 Quad-FPS-AB Each Kit includes 8 FPS,and 8 AS Brackets 1 $1,073.26 $1,073.26 ANT.57336 Capable of Mounding 4 antennas. Low PIM Flagpole collar w/AB Bracket(Antenna Kit)7 to 15"Round Member Attachment 13 Quad-FPM-AB Each Kit includes 8 FPM,and 8 AS Brackets 1 $1,123.36 $1,123.36 ANT,57327 Capable of Mounting 4 antennas, ow agpo a co ar w roc e enna to 30"Round Member Attachment 1.4 Quad-FPL-AB Each Kit includes 8 PPL,and 8 AB Brackets 1 $1,435.00 $1,435.00 ANT.57325 Capable of Mounting 4 antennas.s. Low PIM Flagpole collar w/CAB Bracket(Combiner Kit) 4 to 9"Round Member Attachment 15 Quad-FPS-CAB Each Kit includes 8 FPS,and 8 CAB Brackets 1 $994.26 $994„26' ANT.57329 Capable of Mounding 1 RAD of combiners. Low PIM Flagpole collar w/CAB Bracket(Combiner Kit) 7 to 15"Round Member Attachment 16 Quad-FPM-CAB Each Kit includes 8 FPM,and B CAB Brackets 1 $1,044.36 $1,044.36 ANT.57346 Capable of Mounting 1 RAD of combiners. Low PIM Flagpole collar w/CAB Bracket(Combiner Kit) 17 Quad-FPL-CAB 15to30'"Round Member Attachment 1 $1,395.00 $1,39S.00 Each Kit includes 8 FPL,and 8 CAB Brackets ANT.57328 Capable of Mounting 1 RAD of combiners, Low PIM Flagpole collar Spacer Kit(for use with Triad& Quad Series mounts) 1B �mw`b r y Triad-SP $250,00 $250.00 Each Kit includes 12 SP,and associated hardware. 1 PS ANT.57342 Low PIM Flagpole collar Extention&Spacer Kit(for use with Triad&Quad Series mounts) 19 Triad-EP Each Kit includes 12 SP&12 EP,and associated 1 $500.00 $500.00 amli x% ANT.57330 hardware. Antenna Angle(extended) Each Kit includes 12 AAx Capable of mounting 3 antennas 20 "t" Triad-Aax Note:NOT FOR USE ON Kathrein 80010864/865/866 1 $275.00 $27S.00 ANT.57335 antennas(N0 NEEDED FOR THESE MODELS)Also .CA adapts to Commscope,JMA,&CCI E ,i;rp Dual Panel Adapter "» Each kit includes 6 DR adapters&associated hardware 21 Triad-DP to enable mounting of 2 antennas at the same FAD 1 $325.00 $325.00' ANT.57339 center onto a Triad Mount ttirrif�i I I4 EEI Fabricated S is, LLC. Orders BEM-F&IC M M ivW t L, s' Low o NNI Sditale.Blade S" Each Kit includes 1 S6 Bracket,with associated OftHardware.1001b capacity For use with Hardware 22 PHS-561 supports,Combiner Mounting,Mast Pipe Attachment 1 $38.00 $38.L"bL� for Added Antenna Stand-off. Mounts to 2 to 4" ANT.57333 Round Member Also adapts to Triad Mounts Low PIMSingle Wade 12""" Each Kit includes 1 SB Bracket,with associated Hardware. 1001b capacity For use with Hardware 2i PHIS-SB2 supports,Combiner Mounting,Mast Pipe Attachment 1 $48.00 $48,00 ANT.57337 for Added Antenna Stand-off. Mounts to 2 to 4" Round Member Mao adapts to Triad Mounts Low PiM4 SloWe Blade 16* Each Kit includes 1 SB Bracket,with associated Hardware.1001b capacity For use with Hardware 24 PHS-SB3 supports,Combiner Mounting,Mast Pipe Attachment 1 $58.00 $58.0M ANT.57340 for Added Antenna Stand-off, Mounts to 2 to 4" Round Member Also ada ats to`rdad Mounts Low PIM Single Blade 18" Each Kit includes 1 DO Bracket,with associated Hardware. 2001b capacity For use with Hardware 25 PHS-DB supports,Combiner Mounting,RRH Mounting Mast 1 $75.00 $75.00 Pipe Attachment for Added Antenna Stand-off. ANT.57326 Mounts to 2 to 5"Round Member Also adapts to Triad Mounts I Rst 05 fir fyl,'Q J I I[kl'Al /r/}a"dVl+ ,Ili/ CIO NIJN lyl "'+'W yyl y I jP 00 PAD r,y ON, OFFICE LOCATION: MAILING ADDRESS I Town Hall Annex P.O. Boy. 1179 54375 State Route 25 1,qI1 I Southold NY 11971 R Youn s Ave. cor. Main d. g ) ,« Telephone: 31-765-1938 Southold,NY www..southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM,, ToN Accounting From: Planning Department Date: June 5, 2025 Re: Check The attached check is a Consultant Escrow Fee for the project review listed below. Please deposit into B691 Deferred Revenue Account. Thank you. A licant/Pro'ect Tax Map # Amount Check Date/No. Applicant/Project J Name & Type AT&T Upgrades at East Marion 513125 -#14000 Fire District Wireless Facility 31 -3-11 31 $4000.00 Airosmith Inc C EW