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HomeMy WebLinkAboutTR-10991 Glenn Goldsmith,President Town Hall Annex A.Nicholas Krupski,Vice President } Gyp}: 54375 Route 25 Eric Sepenoski � P.O. Box 1179 Liz Gillooly +�� . ^r Southold,NY 11971 Joseph Finora �'�,��1 � p�r ' Telephone Fax(631)765� 892 6641 . r r^ BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction % constructed XProject complete, compliance inspection Glenn Goldsmith,President O�pSVFFQL C09, Town Hall Annex A.Nicholas Krupski,Vice President y_ 54375 Route 25 Eric Sepenoski y z P.O.Box 1179 Liz Gillooly Southold,NY 11971 Joseph Finora 4 p� Telephone(631)765-1892 ��� �a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Cole Environmental Services on behalf of Bryan & Tracy Kappenberg TO: Please be advised that your application has been reviewed by this Board at the regular meeting of July 15, 2026 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) 'h Constructed ($50.00) X Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) X The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: Final Inspection Fee = $50.00 TOTAL FEES DUE: $ 50.00 C)A' n-14 I BY: Glenn Goldsmith, President Board of Trustees .,a ors ''� .-.dd'P> -✓ �. ae r•••:, i ,.. ,1 oroy .. .id-a�os ..t, .R�.ddo 00 2 u � cdd Drys BOARD OF SOUTHOLD TOWN TRUSTEES a q� SOUTHOLD,NEW YORK e PERMIT NO. 10991 DATE: JULY 15, 2026 ISSUED TO: BRYAN & TRACY KAPPENBERG ; A aa1 ap { 1rdQ PROPERTY ADDRESS: 6050 GREAT PECONIC BAY BOULEVARD, LAUREL ., 9� SCTM# 1000-128-2-7 . AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in s s ( accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 15,2026,and in I consideration of application fee in the sum of$1,250.00 paid by Bryan&Tracy Kappenberg and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing one-story dwelling,foundation, concrete stoop and : rr, e ` stairs aver walk concrete porch, aver patio, and asphalt driveway; construct an � P � P � P P � P Y� -. irregularly shaped two-story 2,655.3sq.ft. dwelling with an attached 24'x27.5' garage, 1111x6' and 9.6'x4' front porches; a 19.6'x15.5' seaward screened porch with 4'x5' I landing and steps; a basement stair egress on west side and a basement window egress on east side of dwelling; an 181x111 inground pool within an a 1,006.7sq.ft. pool patio with stairs to ground; install pool enclosure fencing with gates and pool equipment area jo with sound deadening enclosure; install three 8' diameter by 6' deep drywells to contain roof runoff and one 8' diameter by 4' deep drywell for pool; abandon existing septic system and install an I/A sanitary system landward of dwelling; and install air pervious driveway; with the condition to establish and perpetually maintain a 3' wide i vegetated non-turf buffer and a 13' wide sand area seaward of the non-turf buffer; " i,aNa plant six (6) native trees with a minimum 2"-3" caliper, four of which are to be Eastern Red Cedars; and as depicted on the site plan prepared by Charles M. Thomas, r %r Architect, received on July 15,2026, and stamped approved on July 15,2026. 5- 1 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. p1pe� 01 COD :: `- ,' nYM.r.J7u.'R'rif'ffi.'i" ;n+�'S'cn�rZa:r .T✓�i'Y57't��5fifi',.. nrtPi'�.5�'..k�' 'Y.1.��"�':�i5�✓!,�'�7,�t'Siak;rY✓,`.nC�Sr.X�,r'�`�.x�'f5�.9'!d"`�7'�'?' i 7R G�%�:"a�r"1A�Y.f rxi(�,✓J Yk7'P9"NY�S,'��i`r r;(r�.v S�"Yt�7riti9F"§iPS,77Pt 'I.,FYf7I'r'�ii""'"i •asei lea,. .,,,F =t4•-c:-:.Q.:`.nc ..,.,.-'�? Pm atl ,.. .� Q� .:• ., a4W?.<. ,-�' °. .�4 _ k- ,,,�. 4 7' TERMS AND CONDITIONS The Permittee Bryan&Tracy Kappenberg, 6050 Great Peconic Bav Boulevard Laurel New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board prior to expiration. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. A permit issued for work not including a demolition as per the definition in the Town Code, but subsequent to issuance,the work results in a demolition,the permit is voided and a new application must be submitted. 6. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 7. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 8. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 9. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 10. That the said Board will be notified by the Permittee of the completion of the work authorized. 11. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 12. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. THIS PROJECT IS IN COMPUANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. ' y.w �. 4�•, .y ALL.MATTERIA..t-S SCHEDULE 40 loltC (T` R) FIJ,IICLEAFI CEN SERIES � � s Y` •', Q• �✓�''�/{ A$ 7 ,......r,LEr.tiOJ'MUS s..+ n t.:rr ry c••0-.INSTA'it:C'1 PP\.,fD ArC.t; :TO"II i,AwAPTCR ra\M t AeC1VI3 (T"rat Ars. ROVEL,raft 1J< Bk'S40t'1 SITE PLAN OF U I S n ["°`"" •'ate{� h•' PROPERTY Yy /'� ti ___-• $,"r-u,yw Ni„a �+ \ = 5 ' w s y~' .0 sk'f F �Y` F1 I-1 SITUATE OV TJF"!IC'ft.T1N', 1� ,+,+�N ! h?rrrP• 'A T - IC: ITEIGT q �� .LYx.b� rt... ...._..,.,,..._4 \''w• ,,,/ Ar)A>'•.C-.f�,�1 1,ti! E LAUREL � T T �..{� XC.L. .A,'iOUT TO 1Jr].V R.LJ� �F�� �' '�� °C�• V �y!• +f (",�•NIV IN f `4• Rt7A-Nf':E WIT-. QL �/ O I`(Inr`'�at"`'�..t""""•a"„- REVISIONS D E 5 C R 1 P T 1 0 N TOWN OF SOUTHOLD ���lG �Q 17.44 JC,Q P e!� to X ,h1evA,tAf! ,�, t,kC>A;LE:itCsTt TI f NEW YO R K 4 QP J I 7 14 26 NOTES PER TRUSTEE VISIT 7/08/26 SUFFOLK COUNTY, '� 7 Md!;Ivir.."A,•*v¢I / / S.C. TAX No. 1000--128-02-07 ,� ° 17.94 `�0 � SCALE 1 "= 30' (4¢� J�` 01 o ., .._ ._LIN _ .., ; .r. I- P!. _ O o t�i� *er,' rr-r, YY G 041'tLETE-I-;.VtNT4*t` LVLU t'" `E;: E.,L'_,3!3i'. AREA TIE LINE = 47 573 s ft. t CV c „r•\,.r_, AIPff tryol Y .t.. Y'Cy k,. '0 >r +W r- ( ) r q• �, O� l!1 7 O ' 4 !L '✓+/•Tt a Iuee_�"F^°Mj'e!i y""'i 4 1 �y----t T •varrrq_`qc, �� 1.092 as 17.28 0 �0 X , � V O X G\J� �P Zt\ f UJ`I iiJgfi«(1EN UNIT i w.s}•, AREA (DEED) = 58,197.3 sq. ft. o o LO 1.336 ac. e �� 0�`' �' x t ff�� (t TEST HOLE DATA O 1_ f OT .=n ALL )aid@ (TEST HOLE DUG BY SHAWN M. BARRON. A4 ON SEPTEMBER 9, 2024 v �� . r INLF)' EL 14.78 0. ^ Y P 17. 0 ,*o * _ ip;nF',EZ V>^. Q 16.98 F X \ 4'SGK[-D!LE 4'••.•.w, y SANDY LOAM WITH GRAVELL (SM) Off' p t o� �Rti2.7' • ��.�RFS FUJICLEAN INLET ADAPTOR 4% DETAIL ° :.! MIXED SAND WITH GRAVEL (SP) / TAR NOT TO SCALE 16.30 ° X \�'y�//T, ,•2� INSTATME FUJICLEAN 45-DEGREE N SCHEDULE 40 PVC 45-DEGREE INLET ADAPTER 9 TER HAD (4) OPENINGS (3) INLETS AND (1) OUTLET. ALL OF THESE WILL ACCEPT • yA SCHEDULE • 40 FITTINGS. 14.11 2 THE EATOP OF THE INLET ADAPTER HAS A 6" OPENING THAT CAN BE FITTED WITH A 6" SDR RISER PIPER AND CAP AS A EL 2.28' , 12.5' WATER ENCOUNTERED 3. ANY UNUSED ENTRY PORTS ON THE FUJICLEAN INLET ADAPTER SHALL BE CAPPED WITH A 4" SCHEDULE 40 ADAPTER & (N.rT IILI CF4'SCtIECIL[)f_07 Wn- PLUG, OR A _ SCHEDULE 40 SLIP CAP THAT IS SOLVENT WELDED TO A SHORT STUB PIPE INSERTED AND SOLVENT WELDED INTO THE _..,w\ y S-- ^a LCyvG aTLtB CF�"SCtiEOVIL 4�P'iF�� . - �O CCM.?dECTc&'G FUJ'CLfA"!CEN r g{ J ADAPTER PORT. , rt � I• `4f FE • � 4. THE FUJICLEAN INLET ADAPTER SHALL BE SECURED TO THE FUJICLEAN UNIT USING A 4" LONG STUB OF 4' SCHEDULE 40 It I WATER IN MIXED SAND WITTH GRAVEL (SP) '. IPE THAT O -�.__...Y �i.._.__.1 IS SOLVENT WELDED INTO THE ADAPTER OUTLET END AND FUJICLEAN INLET SO THAT THE ADAPTER FITS FLUSH ON THE1^` S i FUJICLEAN UNIT. ; t .. 2 / A +r""""' 5 STHE UPPORT SHALL ENSURE THAT THE SOIL BENEATH THE ADAPTER IS BACKFILLED AND COMPACTED SUFFICIENT TO L 1 5 20?� • ' LA'ER°L3IN cTPQRTAOnP-Err ` 1 ` ! fftt THE BOTTOM OF THE ADAPTER AND PREVENT ANY SETTLING OR STRAIN ON THE ADAPTER OR FUJICLEAN UNIT. t' ; 1 6. METAL FITTINGS, PIPE, AND CAPS ARE NOT TO BE USED FOR INSTALLATION OF THE ADAPTER. 19' f 9 • A_L P:_MS ARC 4-O-UNNG- ! 7. MUST INSTALL A CLEANOUT TO GRADE IN ACCORDANCE WITH THE 'STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTIONFOR _ THIS SITE PLAN HAS BEEN PREPARED LISTING �e X CC 2 U �' SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES" AND THE -STANDARDS FOR APPROVAL OF PLANS AND �O ii`:Io6!Il THE INFORMATION FROM THE E C u) ii CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES. B^ rC 01TrS"�" S SURVEY OF RALPH HEIL LLS FROM METES AND " Ijl I B. THE FOLLOWING ARE INSTRUCTIONS ON HOW TO MAKE A SOLVENT WELD FOR ATTACHING PIPING TO THE FUJICLEAN INLET ------ AI O A �Q N� 16.60 ✓ Igo„, ADAPTER: BOUNDS SURVEYING DATED AUG 26, 2O2`1F, A. SQUARE PIPE ENDS, CHAMFER AND REMOVE ALL DIRT. +n - B. CHECK DRY FIT OF PIPE AND FITTING. PIPE SHOULD EASILY GO j OF THE WAY INTO THE FITTING IF PIPE BOTTOMS, IT O i DELS AS CRN g., !.S C. USE A SUITABLE APPLICATOR AT LEAST j THE SIZE OF THE PIPE DIAMETER. FOR LARGER SIZE PIPE SYSTEMS, USE A UPDATED ON OCT 25, 2024 AND FEB 25 2025. y -o O• ` SHOULD BE SNUG. 0 fd;�UcLS AS PR.E Ar�th.;T.°rC crtn U�f H Sr1:ti; NATURAL BRISTLE PROPOSED IMPERVIOUS LOT COVERAGE o y BRUSH OR ROLLER. (r\ D. CLEAN PIPE AND FITTING WITH A LISTED PRIMER. (DO NOT USE PRIMER ON ABS PIPE AND FITTINGS. USE CLEANER ONLY!) DESCRIPTION AREA %', LOT COVERAGE �O 16.25 70 ` E. APPLY LIBERAL COAT OF CEMENT TO PIPE TO THE DEPTH OF THE SOCKET; LEAVE NO UNCOATED SURFACE. 7� F. APPLY A THIN COAT OF CEMENT TO THE INSIDE OF THE FITTING; AVOID PUDDLING OF CEMENT. PUDDLING CAN CAUSE (\ WEAKENING AND HOUSE WITH GARAGE 3.315.3 S ft. N0 X Uj PREMATURE FAILURE OF PIPE OR FITTING. APPLY A SECOND COAT OF CEMENT TO THE PIPE. q. J 1 fn, r C'` S 3�`/a G. ASSEMBLE PARTS QUICKLY. CEMENT MUST BE FLUID. IF CEMENT SURFACE HAS DRIED, RECOAT BOTH PARTS. U O O X ° `VZ r+ •�i `�' V H. PUSH PIPE FULLY INTO FITTING USING A j TURNING MOTION UNTIL PIPE BOTTOMS. 2 `� ,� I. HOLD POPE AND FITTING TOGETHER FOR 30 SECONDS TO PREVENT PIPE PUSH-OUT- LONGER AT LOWER TEMPERATURES. FRONT PORCH & SIDE ENTRY 143.2 sq. ft. OJ 0 O `� WIPE EXCESS. J °Lj1° G (� J. ALLOW 15 MINUTES FOR GOOD HANDLING STRENGTH AND 2 HOURS CURE TIME AT TEMPERATURES ABOVE 60 DEGREES a1OHi (OS �O NM01' FAHRENHEIT BEFORE I 17 C PRESSURE TESTING UP TO 180 PSI. LONGER CURE TIMES MAY BE REQUIRED AT TEMPERATURES BELOW 60 DEGREES l v SCREEN PORCH & LANDING; 338.5 sq. ft. N� \ \ (� ] J H Q FAHRENHEIT OR O J�31sm I. JO m •ON » WITH PIPE ABOVE 3 INCHES. DO NOT TEST WITH AIR. LU m O O V 7� b�` NOTE: THE SET UP/CURE TIME IS DEPENDENT ON SEVERAL FACTORS. THE PIPE SIZE. SOCKET FIT, AMBIENT TEMPERATURE, DETACHED GARAGE 384.0 sq. ft. `' o X •z.� �a A nd�N RELAT,VE N 15.92 Cl f`O V HUMIDITY, SOLVENT CEMENT USED AND THE SYSTEM OPERATING PRESSURE SHOULD ALL BE CONSIDERED WHEN 0 REAR PATIO 1,006.7 sq. ft. �� µe,s A �O DETERMINING UP CURE TIMES. `0 7�° X 5.60 O 2 U POOL 198 sq. ft. .x x ' `;>:, J 9�r -1/2" TSCUNLAB ON PIPE W TOTAL 5,385.7 s ft. 11.3% „Dr w ` v CI IAM13ER Volume W I Sedimentation Chamber 397 �, BACK VIEW 2'-11 2'-8 2-1" (bat) DRAINAGE SYSTEM CALCULATIONS: �\ a a o 15,05 � S RGROVp\0 _ 2 Anaerobic Filtration Chamber 396 O x X -• 2 ``0� ECIRCULATION 3 Aerobic Contact Filtration Chamber 181 z ROOF AREA: 5,227.7 s ft. C to •'d C'y ,. ....... ...... 7d •IIED '� V`v E q, X NR LIFT PUuy q• �\ °P Rv\G N LAT1ER 3 INLET PART O 5,227.7 sq. ft. X 0.17 = 888.7 cu. ft. W o �\ d �y z+°.: ':'s �G SE G� ADAPTER ALLPORTS I=o (OPnCNAL) Disinl e Chamber 90 5 Disinfection Chamber 6 O Z 888.7 cu. ft. 42.2 = 21.0 vertical ft. of 8' Ella. lealehing pool required n a •� v v p7` " N n �� SE�BPpO COVER - "ouTLM PIPE Total Volume 1069 n U PROVIDE (3) 8' dia. X 8' high STORM DRAIN POOL i -3 e OF �008v�K�E t2� 00 ( ! A (D O 17- �+ :.N�Z \. TOP VIEW i j I SPECIFICATIONS n NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS 93 `� PE ° Tg� 'a;..; `... �� FROM pR`( 'i _ Q Anaerobic Media PP/PE Fillet Rate 32�i. I I rr U PROVIDE V-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN s MEN"N\es NPS X 'e ' 5 �'� E 43 DEG„�AD,w„� Board Type Aerobic Media PVC/PP/PE Fillin_Rate 17i LLLLLL cH ° 0 15.52 k '7d y PU\,NC\p��\G• e� FRpM •t / \ �^ ` / pIT Aerobic Media PP/PE FillingRate 55% I I r r SoFE O�PROPPEX\STN° 6 ° AO ...:::'.::::.::::>::.::>::.. IO \�OVS� ° INLET BAFFLE © AIRUFTPUMP Blower 2.8cfm IJJ L PROPOSED 8 DIA. X 8 DEEP DRYWELLS ARE SHOWN THUS,• Q- - - p,Rs oR o oR 'oN .� � Xp Tank FRP 0U r r - - PRUj OP° Po•.n,OK,2 4k PORON °�"5 ..:..........:::::r:; 21'VENTILAq� -- Piping PVC/PP/PE U PROPOSED 8 DIA. X 4 DEEP DRYWELL FOR POOL ARE SHOWN THUS: Q x,z eoe' �o Caw AcceasCovers Plastic/Castlron sED,zsoxw`oR PDE O o>i;> %>:?`': .... :::>i>»>s:. LEFT VIEW FRONT VIEW RIGHT VIEW M PRE gJ�°aoj°'s To�` 14. :;A....;;::;:>......:;:>::; ::: F �p(E R 0 F\. 1�1 LI�GE�r y����� /2'AIR INTAKE Disinfectant(O(Optional) Chlorine Tablets ND: \SIR pND TER JER \'>5:i:`;....:....1�3. v':j;?{ r:i:: : `''`: .'a a: 5 O 2\V (INLET SIDE) RECIRCULATION PIPE OW BAFFLE a\SER,4��0 00 OO * FLOW OPENING (CLEANING OPENING) B p90 �K\N pP� .;a:;::;a;;»:::: a: a>a:::::>:;::::�;:;:>:;»>:o-:::,:::�:::- :';::;;:.>:::r:;:::>:.si R GN o'• . .V D. 1988 DATUM '��` N\Sj P S` s::>?;;;';;:;;;:;::s;;:.::; s::' :.:... .... OR ( U U 1 . ELEVATIONS ARE REFERENCED TO N A �, t P N PLAN VIEW N r;; :a:.;:,::s:::::.:.:::.: U • XX.X !E LG / POLYLOK 12"X12" DISTRIBUTION BOX s sE P a 1 0 W THUS. � a� ::�:�° E SHOWN ARE E EXISTING ELEVATIONS EN R �U FR R d 0 PART N .I" 0 3016 D61 t r 2 P H WE O \ 0 S 0 za:.F�0 l D B 4 U N U 2 NE N P \.tt PN ::�;r:�::er;::�r>;;rr:;:rr::�:t�;::t�r::. A•..::::......y�: ..>:.'`r:;:i'::i'Sz`:::'''`:.i. Dom" 18'MANHOLE(TYP F.FL. - FIRST FLOOR c°p1 c\E�pPN quo\ Pw o� f'.-s'•" 6 NOT TO SCALE OWLET SOLVENT worm ISINFECn FU ZR°\' CON :µ::. ..,:.... ;;:..;�;:-..;::::. pt f ) O .. . . . . . .. ..:::...�.. .:.............................................,�. G.FL. - GARAGE FLOOR CON ,\°t` D\N ir';r:'tt%i %;;::ia:ii; ,�€ _ ;i;;,:.;:-. Y'.: 5 D� pFF TO 4-LONG SUB OF 4' CYLINDER(OPTIONAL) 4'MANHOLE V ) �o0N5'(P\lE ER PN05 � ;::;:;:::�:::::a::;sa:; s ..:'. �Ip1G lL��"' ituT'1 SCHEDULE 40 PIPE CONNECTED 18"MANHOLE(TYP 24'MANHOLE(T1'P ( O DE,grgS PE FES°So� P\R 4. a=`:i;:ir:'::,;:?....!;•i;'r.pN:•;..29 `;::r:�' UPN iN". TO FUJI CLEAN CE)J WIIT ) MINIMUM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS 40(0 s ft SIDEWALL AREA. ° c�`0 uNEEE N' N 15.67 ow OPENING q E\� OI PN E r 1{t p pSZ TEST HO �F co o\- t 4. B1 re°h" q'\ .tee ,, 1 ..... s:•;:;a;;:a;:; ::;;n.::: 4 LEACHING GALLEYS 4.75 WIDE X 8.5 LONG X 4.0 DEEP' coNtRR SE a o ou EL 1 7 ..... ':'=,j,.. µ/ o s POR qA -._...._. _',� nl r B\0 ut N�tku N BE�°RE 4 1 !T'ff/. Pp( r - _ I �- OARD TYPE r r r • . \x\ \S-i DPj\0s P \T•Z,.. 5 1 O 45 DEG R4.Ei ADAPTOR r [Ex] PROPOSED FUTURE 50X EXPANSION 4.75 X 8.5 X, 4.0 DEEP LEACHING GALLEY IRON fop" to 1P ,5• CONTACT MEDIA fCONVER.(\NG •�S FES� �0. Smt LATERAL 3 INLET PORT - I �• I, `�` ' P N coo 0 ADAPTERALL PORTS �� �� PROPOSED 4.75' X 8.5' X 4.0' DEEP LEACHING POIOL N ,SN�pUN° " ��' Lo secnlxa A_A 4.OPENRJcs(Tm) I X X fn w w . ppOl v� 4n• J OD'DIA 6 �� / Pp00` �lX 1• orDiti ma --____ ... __. .__ 1©- a CIRCULATION PROPOSED FUJI CLEAN CEN-7 ✓ 0 P 1• ---- r�Fd 000 TREATMENT SYSTEM LP. X fpR , 14.87 EPD ► BS PRONDE o 1\ o ® ASSEMBLY 8 0 FRICTION FT FOR I = OO _ 13 PROPOSED 12"x12" POLYLOK DISTRIBUTION BOX OR�o�RVN°F \ 1 s��3`�0. ,a 8v� a a ALL 4'PIPE I j X 02 I 2. ALL NEIGHBORING PROPERTIES WITHIN 150" OF PROPERTY LINES Ro x 4 °sEP ro�oo 11.08 00 ooG� I ,� I j / 1>0 i /\', 3 HAVE PUBLIC WATER. P,O� N°USED 69 2A� pp ! /II oBICMEDIA 3. THERE ARE NO WELLS WITHIN 150' OF PROPERTY LINES. EX�sS`Pss°`✓s co eE 14.25 x \ PNOUC.\VRE 1 � POLYLOK 4" ROTOFLOW � i� -� AT!oN ASSEMBLY SSR EO X 4.07 PART NO. 3050-4 4. SEPTIC SYSTEM DESIGNED FOR UP TO 6 BEDROOMS. REM°v '00� '° JF`��` (NOT TO SCALE) A- PORc Ps 14.57 °' ° 10.83 NOS. MEND S �FtEE�p �XtSS��PNO �o �p SECTION A-A VIEW SECTION B-B VIEW R�PLP SPEG\ RENOR p o5\Bs REM 0 ALARM/CONTROL PANEL CONTROL PANEL MOUNTED I N P�PN'T 3AD MDL#1041972 CONTROLER a ON 4"X4" PRESSURE FOR \N �00 pp pR'i �� MFG BY SJE RHOMBUS TREATED WOOD POSTS �iC� 0V AIR BLOWER OF 8 FRPME�SE `Z�`' tij� X 11,06 U0 PROPOSED SEPTIC SYSTEM DETAIL Charles M . Thomas INSULATED WEATHER O 24"0 COMPONENTS THIS ACCESS ONLY (NOT TO SCALE) RESISTANT BLOWER O r I Q ENCLOSURE �pp0 • ILYLOC �J 20"0 HD20" SAFTYESCREEN BY HEAVY VPOL OCER BY O(TYP.) G O HOUSE 12 x 12 POLYLOK D-BOX PO BOX 877 JAMESPORT NY 11947 (631) 727-7993 PLO ELEV. 17.5• UJI INLET ADAPTOR 45 FINISHED GRADE W� PDB-12 RISER AND FINISH GRADE ' Z l�•• � ELEV. 15.0' ROTO-FLOW 3050-4 LEVELERS ELEV. 15.0' P CLEANOUT TO GRADE WITH LOCKING COVER I AIR LINE TO O J �O APPROVED PIP TOP EL. 13.5' r 6" COVER PROJECT FUJICLEAN OWTS <v 1 10.92 `Z INV• EL• min. PITCH 1/4"/1' LEACHING N tij O p� rL 13.59' I/A OWTS TANK 9' INVER GALLEY GA LEY A FIN. GRADEQ �P �'��� �'� 11 03 'n INV. EL. 13.13' FUJI CLEAN CEN-7 J ELEV. 12.77 I 3' CLEAN TREATMENT SYSTEM INVERT INV.EL. 12.67 . o SAND ELECTRICAL SUPPLY Rz �O�X J TO BLOWER Q�v �`c� G��` �� INVERT ELEV. -12.87'� ' COLLAR ELECTRICAL SUPPLY TO FUJICLEAN OWTS OJT �O (�� ,L, ELEV. 12.97 ' . I..e$.56-*=-J Rz w SPLICE BOX �v��. 0� o V� ►��J• - - - - - - - - - - - - - - - - - BOT. EL. 7.5' 6' MINIMUM PEN HIGHEST EXPECTED GROUNDA BOT. EL 9.0' INTO A VIRGIN ST RAOA ELEV. 3.3' WATER CONTROL PANEL & BLOWER N �� �` Q� OF SAND AND GRAVEL ELEV. WATER PER TEST HOLE SITE NOT TO SCALE)' ..., v PLAN CP FUJI CLEAN CEN-7 AERATOR MOUNTING CASTING �J TREATMENT SYSTEM I/A OWTS SYSTEM - (NOTES) ELECT. CONDUIT a 1. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 6 BEDROOM HOUSE IS 660 GPD. OWTS WIRING PER MFGR. v USE: (1) FFUJI6 BEDROOM HCLEAN CEN-7 TREATMENT FAMILY ELLING =SYSI M -7 0 GALLONS PER 0 GALLONS PER DAY D Y 2• ASIOFTJMIN DSTANCE BETWEENENT SYSTEM I/A SYSTEM AND HOUSEED FOR 7SHALL BE MAINTAINED 120V AC, 10, 60 HZ, 15-AMP POWER SUPPLY 3. ALL JOINTS SHALL BE SEALED SO TANK IS WATER TIGHT. DATE: 3 #12-2 AWG WITH GND IN 1" PVC CONDUIT 4. INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 /30/26 ARTICLE MUST EBEOREGIST RED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN PROJECT No. RSEMENT J. tij LEACHING GALLEYS �4) ACCORDANCE TO ARTICLE 19. FUJIDINTS OWTS MAIN CLEAN HARDWIRE eG� 6. OWNER SHALL EXECUTED O&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER DRAWING BY. MC (IA 1. MINIMUM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA CHK BY. CEN 7 CO OL SERVICE ^ ARTICLE 19. �- \ 4 LEACHING GALLEYS;4.0' DEEP (8.5' LONG X 4.75' WIDE) 7. VENT I/A WITH A MIN 2" DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 EPANEL PANEL 'J 2. LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) INCHES ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW DWG No. ELECTRIC SERVICE (� LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. OR DOOR. AIR BLOWER COiECTION 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 8• ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEIW OF THE a-10011 40-0-1 SYSTEM LOCATION. 4. A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINED. 9. PANEL SHALL MEET (NEMA) 4X SPECIFICATIONS. wr NOTE: BURIED ELECTRICAL POWER CONDUITS - SP PROPOSED SITE PLAN 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND OWTS TANK SHALL BE MAINTAINED. 10.CONDUIT SHALL HAVE APPROPRIATE SEALS TO PREVNT GAS AND MOISTURE FROM REACHING THE CONTROL PANEL 1 OF 1 SHALL BE MIN. 24" BELOW GRADE 11.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY OCCUPANTS OF THE RESIDENCE SERVED. 1 ELECTRIC SCALE: 1: 30 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM ACCESS OPENINGS. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Glenn Goldsmith,President fjF S0(/,y Town Hall Annex 54375 Route 25 Nicholas Krupski,Vice President h®� ®�® P.O. Box 1179 Eric Sepenoski J Southold, New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Joseph Finora Fax(631) 765-6641 couff`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 21, 2026 Cole Environmental Services 425 Montauk Highway East Quogue, NY 11942 RE: BRYAN & TRACY KAPPENBERG 6050 GREAT PECONIC BAY BOULEVARD, LAUREL SCTM# 1000-128-2-7 Dear Ms. Rummel: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, July 15, 2026 regarding the above matter: WHEREAS, Cole Environmental Services on behalf of BRYAN & TRACY KAPPENBERG applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated May 20, 2026, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 6.3 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: establish and perpetually maintain a 3' wide vegetated non-turf buffer and a 13' wide sand area seaward of the non-turf buffer; plant six (6) native trees with a minimum 2"-3" caliper, four of which are to be Eastern Red Cedars; retreat of structures further landward; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 15, 2026, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the project complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVE the application of BRYAN & TRACY KAPPENBERG to demolish existing one-story dwelling, foundation, concrete stoop and stairs, paver walk, concrete porch, paver patio, and asphalt driveway; construct an irregularly shaped two-story 2,655.3sq.ft. dwelling with an attached 24'x27.5' garage, 11'x6' and 9.6'x4' front porches; a 19.6'x15.5' seaward screened porch with 4'x5' landing and steps; a basement stair egress on west side and a basement window egress on east side of dwelling; an 18'x11' inground pool within an a 1,006.7sq.ft. pool patio with stairs to ground; install pool enclosure fencing with gates and pool equipment area with sound deadening enclosure; install three 8' diameter by 6' deep drywells to contain roof runoff and one 8' diameter by 4' deep drywell for pool; abandon existing septic system and install an I/A sanitary system landward of dwelling; and install a pervious driveway; with the condition to establish and perpetually maintain a T wide vegetated non-turf buffer and a 13' wide sand area seaward of the non-turf buffer; plant six (6) native trees with a minimum 2"-3" caliper, four of which are to be Eastern Red Cedars; and as depicted on the site plan prepared by Charles M. Thomas, Architect, received on July 15, 2026, and stamped approved on July 15, 2026. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $ 50.00 Very truly yours, e Glenn Goldsmith President, Board of Trustees SOUTHOLD , R T USTEES No. lssu.edT ff-%'*eL5 Date 4/ls/016 Address G01&0 ?ec-anloc q�aN g��a, Vecoft.'pc. .THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFPICE,TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765-1892 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management Town of Southold Board of Trustees 54375 Main Road P.O. Box 1179 Southold, NY 11971 Re:Stamped Plans r Bryan&Tracy Kappenberg 6050 Peconic Bay Boulevard e,"` JUL 2 1 Laurel, NY 11948 SCTM:1000-128.00-02.00-007.000 mold row �ardofT n Trust To whom it may concern, In response to the approval at the Trustee Hearing on July 15th,2026,for the project referenced above. Please find enclosed the following items: 1. 4x Stamped Plans by Charles M.Thomas Architect dated 7/14/2026 Should you need anything further, please do not hesitate to reach out. Sincerely, Grace Fis er Office@ColeEnvironmentalServices.com Cole Environmental Services www.ColeEnvironmentalServices.com Glenn Goldsmith, President �o��S�FFO(kcoGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 CO Eric Sepenoski o P.O. Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Joseph Finora ��l �� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 7A124 Completed infield by: �. G'oI�SMI +� Cole Environmental Services on behalf of BRYAN & TRACY KAPPENBERG requests a Wetland Permit to demolish existing one-story dwelling, foundation, concrete stoop and stairs, paver walk, concrete porch, paver patio, and asphalt driveway; construct an irregularly shaped two-story 2,655.3sq.ft. dwelling with an attached 24'x27.5' garage, 11'x6' and 9.6'x4' front porches; a 19.6'x15.5' seaward screened porch with 4'x5' landing and steps; a basement stair egress on west side and a basement window egress on east side of dwelling; an 18'x11' inground pool within an a 1,006.7sq.ft. pool patio with stairs to ground;.install pool enclosure fencing with gates and pool equipment area with sound deadening enclosure; install three 8' diameter by 6' deep drywells to contain roof runoff and one 8' diameter by 4' deep drywell for pool; abandon existing septic system and install an I/A sanitary system landward of dwelling; and install a pervious driveway. Located: 6050 Great Peconic Bay Boulevard, Laurel. SCTM# 1000- 128-2-7 Type/of area to be impacted: /Saltwater Wetland Freshwater Wetland Sound /Bay Part of Town Code proposed work falls under: /Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: JYes No Not Applicable Info needed/Modifications/Conditions/Etc.: OP Present Were: / G. goldsmith N. Krski E. Sepenoski L. Gillooly ✓ J. Finora THIS PROJECT IS IN COMPLIANCE WTH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. f fC 01, ALL MATERIALS SCHEDULE 40 PVC (TYP) FUJICLEAN 1liEf4 CEN!S€RE€S 1^, MODELS AS PREVIOUSLY 7 w, f>• r3LiT tsLUsr BE INSTALLED TO PROVIDE ACCESS TO THE ADAPTER FROM rsov€(TYP-1 APPROVED FOR USE BY Sr�D1i'r �•L}.t rr� �,*` ;_t:,' C.� g SITE PLAN OF PROPERTY �� O � -.__. + SIDE VIEW WTT?� - . .., - (' , e SITUATE - TOP VIEW(TYP} DIME a5tc5a S(ErF} ADAPTER SCHEDULE PLUG - .. ARCHITECT `4 6' APTER L END PA V L O• MUST INSTALL CLEANS TO LAUREL � X �`'' � �o � GRADE IN ACCORDANCE 0TH SG STANDARDS SEE REVISIONS D E S C R I P T 1 0 N QUO , a{ I 1NSTAiL LATION GUIDANCE NOTE i)4 TOWN OF SOUTHOLD �ti�G 0 �O 1- J ��P 0 r - SUFFOLK COUNTY, NEW YORK 4 ~S �, QP C& � LO INLAT VIEW M-PI S.C. TAX No. 1000-128-02-07 0��9 00Go� 17.94 SCALE 1 "= 30' �44 JQ� PQ� CPS !!� 6"SOR35 PVC�RISER G G OUTLET SOLVENT WELDED PIPING EXTENDED UP TOP VIE`M G' TO 4'LONG STUD,OF 4' TO GRADE S(TY AREA (TIE LINE) = 47,573 sq. ft. y O� stlrtaDtM€NsroNsrrYP> SCIHEDULE4DPIPE VARIES(TYP) 1.092 ac. ,' 17.28 00 X �• =- AREA (DEED) = 58,197.3 sq. ft. �, O Q LOe s CONNECTED TO O )( �JS� 1-0 \� FUJI CLEAN CEN UNIT(TYP) 1.336 ac. 3 INLET C 16.70 QG ROTATIONAL VEIN T'YP} _ PORT'ADAPTER ALL r� TEST HOLE DATA O � �m N PORTS ARE 4 f' (TEST HOLE DUG BY SHAWN M. BARRON, M.S. ON SEPTEMBER 9, 2024 \ ���`'�/ 0� a OP€NINGS(TY Pk EL 14.78 0' QP 16.98 17.10 EXTRA INLET 3 w CAPPED VIA 16.75 F.I./ X Cn 4"sCH>DULL 40 X ADAPT€R NL PLUG SANDY LOAM WITH GRAVEL (SM) OC'�j G'p OR W(es) 2.7' 1�2. FUJICLEAN INLET ADAPTOR 4% DETAIL . RF MIXED SAND WITH GRAVEL (SP) / 16.3E NOT TO SCALE X :9/I`/ �RB INSTALLATION GUIDANCE FUJICLEAN SCHEDULE 40 PVC 45-DEGREE INLET ADAPTER -----" r, G 1. THE FUJICLEAN 45-DEGREE INLET ADAPTER HAD (4) OPENINGS(3) INLETS AND (1) OUTLET. ALL OF THESE WALL ACCEPT SCHEDULE `. 40 FITTINGS. 14.11 2. THE TOP OF THE INLET ADAPTER HAS A 6' OPENING THAT CAN BE FITTED WITH A 6" SDR RISER PIPER AND CAP AS A EL. 2.28 CLEAN OUT. 12.5' WATER ENCOUNTERED e 3. PLUS. ANY� UNUSED ENTRY PORTS ON THE FUJICLEAN INLET ADAPTER SHALL BE CAPPED WITH A 4' SCHEDULE 40 ADAPTER Qc OUTL ET SOLVENT WELDED TO4 .c LONG STUU6 CF 4-scHEDLY.E I P1P`E SCHEDULE 40 SUP CAP THAT IS SOLVENT WELDED TO A SHORT STUB PIPE INSERTED AND SOLVENT WELDED INTO THE CONNECTED TO FUJI CLEAN CEN `L Q ADAPTER PORT. !L tPJT(TYPI 4. THE FUJICLEAN INLET ADAPTER SHALL BE SECURED TO THE FUJICLEAN UNIT USING A 4' LONG STUB OF 4' SCHEDULE 40 WATER IN MIXED SAND WITH GRAVEL (SP) p PIPE THAT _ -1 t_ IS SOLVENT WELDED INTO THE ADAPTER OUTLET END AND FUJICLEAN INLET SO THAT THE ADAPTER FITS FLUSH ON THE W " FUJICLEAN UNIT. �" SCU iV01ir 0`•s'� �s G , 5. THE INSTALLER SHALL ENSURE THAT THE SOIL BENEATH THE ADAPTER IS BACKFlLLED AND COMPACTED SUFFICIENT TO +SUPPORT --- v � ` THE BOTTOM OF THE ADAPTER AND PREVENT ANY SETTLING OR STRAIN ON THE ADAPTER OR FUJICLEAN UNIT. L-- --- i LAL PORTS 3ARE PDRTADAPTER_ I 19' ! 1 91 � ALLPCRTSAREd"OPENKJGS � L( � j 6. METAL FITTINGS, PIPE, AND CAPS ARE NOT TO BE USED FOR INSTALLATION OF THE ADAPTER. M n 7. MUST INSTALL A CLEANOUT TO GRADE IN ACCORDANCE WITH THE 'STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR THIS SITE PLAN HAS BEEN PREPARED USING X {1YP7 e SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES' AND THE 'STANDARDS FOR APPROVAL OF PLANS AND THE INFORMATION FROM THE a t' i- + CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES. SURVEY OF RALPH HELL LLS FROM METES AND NJ � ' 8. THE FOLLOWING ARE INSTRUCTIONS ON HOW TO MAKE A SOLVENT WELD FOR ATTACHING PIPING TO THE FUJICLEAN INLET 0 a lPi 16.60 ✓ ADAPTER: BOUNDS SURVEYING DATED AUG 26, 2024, Q J 0 4 Z A. SQUARE PIPE ENDS, CHAMFER AND REMOVE ALL DIRT. 1J Q B. CHECK DRY FIT OF PIPE AND FITTING. PIPE SHOULD EASILY GO }OF THE WAY INTO THE FITTING IF PIPE BOTTOMS, IT UPDATED ON OCT 25, 2024 AND FEB ,25 2025. Z Q FUJICLEAN GENSERIES SHOULD BE SNUG. / 0 Q• MODELS AS PR€ OUSLY C. USE A SUITABLE APPLICATOR AT LEAST I THE SIZE OF THE PIPE DIAMETER. FOR LARGER SIZE PIPE SYSTEMS, USE A Z a N APPROVED FOR USE BY SCDHS NATURAL BRISTLE PROPOSED IMPERVIOUS LOT COVERAGE J o �'y' --- -- BRUSH OR ROLLER. O D. CLEAN PIPE AND FITTING WITH A USTED PRIMER. (DO NOT USE PRIMER ON ASS PIPE AND FITTINGS. USE CLEANER ONLY!) E APPLY LIBERAL COAT OF CEMENT TO PIPE TO THE DEPTH OF THE SOCKET; LEAVE NO UNCOATED SURFACE. DESCRIPTION AREA % LOT COVERAGE 16.25 O I \ y F. APPLY A THIN COAT OF CEMENT TO THE INSIDE OF THE FITTING; AvaO PUDDLING OF CEMENT. PUDDLING CAN CAUSE WEAKENING AND Uj O H PREMATURE FAILURE OF PIPE OR FITTING. APPLY A SECOND COAT OF CEMENT TO THE PIPE. O HOUSE WITH GARAGE 3,315.3 sq. ft. �" ► 1 .53 Tn. t� G. ASSEMBLE PARTS QUICKLY. CEMENT MUST BE FLUID. IF CEMENT SURFACE HAS DRIED, RECOAT BOTH PARTS. O X ° �� N , d r+ H. PUSH PIPE FULLY INTO FITTING USING A I TURNING MOTION UNTIL PIPE BOTTOMS. I. HOLD POPE AND FITTING TOGETHER FOR 30 SECONDS TO PREVENT PIPE PUSH-OUT- LONGER AT LOWER TEMPERATURES. FRONT PORCH & SIDE ENTRY 143.2 sq. ft. Q- 0�t` WIPE EXCESS. N J. ALLOW 15 MINUTES FOR GOOD HANDLING STRENGTH AND 2 HOURS CURE TIME AT TEMPERATURES ABOVE 60 DEGREES O� FARENHEIT BEFORE Z _j P PRESSURE TESTING UP TO 180 PSI. LONGER CURE TIMES MAY BE REQUIRED AT TEMPERATURES BELOW 60 DEGREES SCREEN PORCH & LANDING 338.5 sq. ft. N� .y � �\ FAHRENHEIT OR M O O WITH PIPE ABOVE 3 INCHES. DO NOT TEST WITH AIR. LJJ N. Z• 'd `4-- 'NOTE: THE SET UP/CURE THE IS DEPENDENT ON SEVERAL FACTORS. THE PIPE SIZE. SOCKET FIT. AMBIENT TEMPERATURE, DETACHED GARAGE 384.0 sq. ft. O X . �, tq RELATIVE Uj <U) 15.92 to '� HUMIDITY, SOLVENT CEMENT USED AND THE SYSTEM OPERATING PRESSURE SHOULD ALL BE CONSIDERED WHEN Cn r Kj DETERMINING REAR PATIO 1,006.7 sq. ft. . es 6 SET UP CURE TIMES. .60 POOL 198 sq. ft. x a X ✓ 9a -1/Y VENTILATION PIPE .:::: W r- TOTAL 5,385.7 s ft. 11.3% 'b °mod .: `" r `I4 'x ^ q 7d P,dx Via.:::.:;;:.;.:>, A 8 ,,.er -2 w G 15 60 F� CHAMBER Volume al U I W d BACK VIEW 2-11 2'-8 2}-1" (g ) J ty �' w ] Sedimentation Chamher 397 ( \ DRAINAGE SYSTEM CALCULATIONS: � a 0 1 y -- Anaerobic Filtration Chamber 396 rr v Z O t`N\ X ORCULATIO N Aerobic Contact Filtration Chamber 181 ROOF AREA: 5,227.7 sq. ft. C ��+ Lin < AIR LET AW �xl °' m rs:. te�"�' I` N ADAPTER�PORTS AM ©X Storage Chamber 90 5,227.7 sq. ft. X 0.17 = 888.7 CU. ft. to .-t, 'd'\ AY .::::;1.0s(. .^.'t%::. O�NG - �g 4.OPE►OM(TYP \ / 0UNDE1'.(OPTIONAL) Disinfection Chamber 6 z O r d V ° 2 RGR / Total Volume 1069 O 888.7 cu. ft. 42.2 = 21.E vertical ft. of 8 dia. leaching pool required e� OE COVER �. O / n v m `Y c� vN - -OUTLET PIPE . � ° �� .., ,r GE Naar P. =*+ V 8 ia. X 8 high STORM DRAIN POOL � .� 0 PROVIDE (3 d g ° 12 R � O 9 , N 1` SE TOP VIEW ( 3!A SPECIFICATIONS �- NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS ............................ ::::: OR`( Anaerobic Media PP/PE Filling Rate 32% r .r C'� t r�:x:sb v' S� k / / Board Type Aerobic Media PVC/PP/PE Fillin Rate 17% I rr PROVIDE 3 -0 COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN a X15.52 b 46 DEG TNL�AD�TOR Aerobic Media PP/PE Pilling Rate Ssi° I I ,d : :;........`..%""`' �SE INLET AIR lFf PILAF Blower 2.8 cfm PROPOSED 8' DIA. X 8' DEEP DRYWELLS ARE SHOWN THUS O- - tb sr` ot+t q "I<...... X® Tank FRP � n '° 2}"VENTILA © Piping l� O r - - " �S °s €:;: i.` :'::. Png PVC/PP/PE 0 PROPOSED 8 DIA. X 4 DEEP DRYWELL FOR POOL ARE SHOWN THUS: O i rve' „a f7 w T'IPE Access Covers Plastic/Cast Iron 0�►¢ a �+ LEFT VIEW FRONT VIEW RIGHT VIEW m t g.Q.:i :: Disinfectant(Optional) Chlorine Tablets W LEGEND: �" ,5,5;:: o. ;.,<;:_..; ....>.>>.>.>>..... SS\-P F 0`lE 2�10 INLET SIDE REaRCULATON BAFFLE /Y Art INTAKE N.::::::.::::.:::..:::::::::.:::.::...::..:.:....... , 15. 3 ROO N W FLOW OPENING(TYP. (CLEANING OPENNO) B .� O .o:......:.:....:....-..........:..:.- ........... ; ORG �- V REFERENCED TO N.A.V.D. 1988 DATUM �c 1 . ELEVATIONS ARE REFE nv P PLAN VIEW »; oN X +s � � G / POLYLOK 12"X12" DISTRIBUTION BOX ,,:: per- EXISTING ELEVATIONS ARE SHOWN TIHUS. x .x Ln rl s 15.3 8P PART NO. 3016-DB12 Tlty k.::t:;::.;:?: y: ::::::.:::::::r::: :::::. EFL. - FIRST FLOOR ;:::`:::::_::s;.::;::i; °f.F4:�:::°.:: �::: .......:::.-::.:::,.,:,..,::: InklAol pF� t8'MANHOLE (TYP ;;: .., G.FL. - GARAGE FLOOR ;::::;> °`v `ti+'.;s;;;<;;:::"::::`: X (NOT TO SCALE) CUTLET LONG SI OF 4* cILaN O MOt ;;, ;;;,;; ;;;;;s::.: ` �':".. 0; To E LING sits aF 4" 1Nr NA1aNOLE(TYP 24 MANFIOLE ( J MANHOLE 4. tN „e SCHEDULE 40 PIPE CONNECTED (7YP O D �Pr TO FW CLEM CEN UNIT(TYP) MINIMUM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. ids o� TEsr HQ Ems` 15.67 s ca OPONnc tI� EL 14.78 caa ..d ,v>w . 4 WIDE X 8.5 LONG X 4.0 DEEP tom• - oR , 4 LEACHING GALLEYS .75st � ' wa*" '. � P 1 � 1 a � " o 45 DEG INLET ADAPTOR 4• �.43��0'.'Ii-' ,'"i,', PPS 2-°'/";%•;, i I TYPE PROPOSED FUTURE 50% EXPANSION 4.75' X 8.5' X 4.0' DEEP LEACHING GALLEY s o :'� ;'; %;' ,e5 15. A0. �+T�T MEDIA / ' ' LATERAL 3 INLET PORT - - PROPOSED 4.75' X 8.5' X 4.0' DEEP LEACHING POOL x��� t' �� 1 8 N AG"P1QtALL PORTS I ,e� ENO F, ` sEcnoN A-a 4•aPENNcs(TYP) Nm tN � / i9, X X o 00 PROPOSED FUJI CLEAN CEN-7 ✓ X a R- � eo�E "`' , 14.87X 0 ►� o " ASSEMBLY TREATMENT SYSTEM 8 tN F� Z \1r �H , NAP BS PROVIDE _ o 13 PROPOSED 12"x12" POLYLOK DISTRIBUTION BOX g yON p ��a �� GK FRICTION FIT FOR I I © X ® I ORS(qjtR \ 1 6 8�� A A ALL 4"PIPE 2. ALL NEIGHBORING PROPERTIES WITHIN 1:50' OF PROPERTY LINES � ,00. ` "�� 11.08 HAVE PUBLIC WATER. 2•°' ® / ` L�'A 3. THERE ARE NO WELLS WITHIN 150' OF PROPERTY LINES. ►a+a�GN 14.25 X POLYLOK 4" ROTOFLOW ASSEMBLY 4. SEPTIC SYSTEM DESIGNED FOR UP TO 6; BEDROOMS. D� X14.07 i �j 'O PART N0. 305E-4 NG �5 14.57 •O• 10.83 (NOT TO SCALE) SECTION A-A VIEW 0_0_q , SECTION B-B VIEW ;V_ ALARM/CONTROL PANEL CONTROL PANEL MOUNTED 12.71 MDL#1041972 CONTROLER "A" ON TREATEDWOODPRESSURE �� MFG BY SJE RHOMBUS AIR BLOWER FRPMEOUSE 12.95 11.06 INSULATED WEATHER N X �� ►� c9 PROPOSED SEPTIC SYSTEM DETAIL Charles M . Thomas 24"0 COMPONENTS THIS ACCESS ONLY } } i RESISTANT BLOWER O (NOT TO SCALE) a r \i h i ` e C l ENCLOSURE OQ .O 20"0 HDPE SECURE HEAVY COVER BY POLYLOC O 20' SAFTY SCREEN BY POLYLOC (TYP.) HOUSE 12 x 12 POLYLOK D-BOX PO BOX 877 JAMESPORT, NY 11941 631 727-7993 13.53 O �j ELEV. � W/ PDB-12 RISER AND FINISH GRADE Z ��Q FUJI INLET ADAPTOR 45 FINISHED 1S OGRADE ROTO-FLOW 3050-4 LEVELERS ELEV. 15.0' �P� �, CLEANOUT TO GRADE WITH LOCKING COVER PROJECT 41 TOP EL 13.5 1' MIN. INV. EL. o, INVE r7 AIR LINE TO \O� /�� APPROVED PIP 6' COVER FUJICLEAN OWTS 10.92 � \ �(y) min. PITCH 1/4"/1' LEA CHIN _ L FIN, GRADE13.59' I/A OWTS TANK 11.03 �� INV. EL. 13.13' TFUJI REATMENT SYSTEM J ELEV. 7 ) GALLEY0 o SANG CLEAN ELECTRICAL SUPPLY INVERT INV.EL. 12.67 . TO BLOWER �1�� t�� INVERT ELEV. 12.87.E � COLLAR ELECTRICAL SUPPLY TO FUJICLEAN OWTS r M ELEV. 12.97' ° �Z c,r SPLICE BOX cC��lJ ��"J - - - - - - - - - - - - BOT. EL. 7.5' BOT. EL. 9.0' 6' MINIMUM PENETRATION HIGHEST EXPECTED GROUND WATER CONTROL PANEL & BLOWER / O INTO A VIRGIN STRATA ELEV. 3.3' 0 SAND AND GRAVEL GROUND ATER PER TEST HOLE (NOT TO>� N� _J ELEV. 2.28' SITE PLAN 'CP 01. y FUJI CLEAN CEN-7 IZA OWTS SYSTEM - (NOTESI AERATOR MOUNTING CASTING TREATMENT SYSTEM ELECT. CONDUIT a 1. MINIMUM I/A OWLS SYSTEM CAPACITIES FOR 6 BEDROOM HOUSE IS 660 GPD. v 6 BEDROOM HOUSE, SINGLE FAMILY DWELLING - 660 GALLONS PER DAY USE FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. OWTS WIRING PER MFGR. 2. A 1OFT MIN. DISTANCE BETWEEN I A .� USE: (1) FUJI CLEAN CEN-7 TREATMENT SYSTEM = 700 GALLONS PER DAY / SYSTEM AND HOUSE SHALL BE MAINTAINED 120V AC, 10. 60 HZ, 15-AMP POWER SUPPLY 3. ALL JOINTS SHALL BE SEALED 50 TANK IS WATER TIGHT. DATE: 3 12-2 AWG WITH GLAD IN 1" PVC CONDUIT 0N nII 4. INSTALLER MUST HOLD A CURRENT' LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 �30�26 V 5. II/A SYSTEM MUSTLE VII WITH ENDORSEMENT J. BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN PROJECT No. FUJI CLEAN HARDWIRE tt� LEACHING GALLEYS (4) ACCORDANCE TO ARTICLE 19. e-J 6. OWNER SHALL EXECUTED O&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER DRAWING BY. MC CEN 7 CONTROL SERVICE W /� 1. MINIMUM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. ,ARTICLE 19. PANEL PANEL AD 4 LEACHING GALLEYS;4.0' DEEP (8.5' LONG X 4.75' WIDE) 7. VENT 1/A WITH A MIN 2' DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 CHK BY. ELECTRIC SERVICE 2. LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) INCHES ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW DWG No. OR DOOR. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 8. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE A 001 00 AIR BLOWER CONECTION 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). SYSTEM LOCATION. 4. A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINED. 9. PANEL SHALL MEET (NEMA) 4X SPECIFICATIONS. NOTE: BURIED ELECTRICAL POWER CONDUITS 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND OWTS TANK SHALL BE MAINTAINED. 10.CONDUIT SHALL HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM SHALL BE MIN. 24" BELOW GRADE - GROUND ROD SP PROPOSED SITE PLAN REACHING THE CONTROL PANEL 1 OF 1 1 t.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY OCCUPANTS OF THE RESIDENCE SERVED. 1 SCALE: 1: 30 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM ELECTRIC ONE LINE DIAGRAM ACCESS OPENINGS. i i THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. i >. / \ .yet•�'���f f A_ T� •�.•� / \ }5 ,,,�_„ � r;. ARCHITECT / REVISIONS DESCRIPT ION / 2026 I � _ SOuthDl�la;a�ll I I r I I \ E.�c�tQfT^l.i nnc 9'—O�PLATE HEIGHT - 8" 0" PLATE HEIGHT : ' IJ � il� WINDOWS 7 ! 'rlfY- ro. o i I I I \,r✓, / TJJ C� l JJ1 ! ! ITJ�iI T J 1 1 \ / T.O. SECOND FLOOR T Y I \ I �T / 10 0 PLATE HEIGHT Y \ � ? \ - IT \ TTT TT r � T.O. WINDOWS �`. . r I w 00 co � i , ITT�!_T! J ! \ !� _ � I � -� � r O� r� 1_I �_ � I.11� T.O. FIRST FLOOR J rT_ I_ TI_ n �- 40. -- - EL17.5 - IJTI ]1 1 TJT iT\ I ;_T, IJ TT _ TT SIDE YARD ----- -- -- J- 'III 1 T I] T ! 30'-3" SIDE YARD —- - NATURAL GRADE EL 15.6' Q AVG NATURAL GRADE EL 15.15 AVG NATURAL GRADE EL 15.15 W � m � N E PROPOSED FRONT ELEVATION (� W W 1 SCALE: 1/4" = 1'-0" 0 0 Z VJ CD 0 rr U / \ \ W O I- i- - - -- Il I I z l I T I I LL , II - 41 I Ile _firr - J \_ / r J \ — -_ 9'-0" PLATE H61GHT T T J \ 1 T 1 i T — — — 8'-0" PLA_Tr HEIGHT , — — —— T.O. WINDOWS T GLASS Charles M . Thomas GLASS GLASS GLASS \ a r c h i t e c t _ FLOOR \ T.O. SEC0�1D - T r r TI J I� l� 10'-0" PLATE HEIGHT \ PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 T - Tr� T� \ - -* PROJECT *,J','" �'�{'- Ir �`` ,�,'';{-,.• >,• ,;;�Yi.,�•c,,.:}\'•� T.O. WINDOWS h r-�� JJI > ti✓:,'L}vZ�':J:: } ,.^l`:l'r'�,`:'rti'. 4 t tir}! 'S r`, T I J f. �rr`t,,,7 •.`}:.•i:^j�., •ti�,✓„ �,\ :, 5�v. r J �. I ,r �fr,''�:•; \tr;r,�,v,�,, r. tir} -f,}r r,'•%,'.•'{ �iT�,JJ T J _ :� '�u:`,>�2i};'�r. ��,�.;i;�','�, ',•.•, uSo J;",'�r'•`�\ � :.X,> '; \. .}r;.j',': .�;%S`,} •\r,r;,J T - �J,• `':'r: •` rrl� SCf2EEN'i?`�.:?5..` j � I ;!;+, \,rrn ;'. ✓:;l.. {,:: .'i`.i?;!'Xti •v..'i}:ti;"✓KJ', ti\' ti%:'✓:ry : T \., r,.."r5a%\.�•{':';:iti'„^`✓. ':•`'',;:r.{ytJ;;�x:, ;,; r<'✓..,,}r,.•..- o CD fir,:. T,. •.' `rv� {'.'✓ : :. .: -r✓.'S rr.....•- ..•/ \M. I I FRONT ELEVATION GLASS GLASS GLASS GLASS T.O. FIRST FLOOR II i I EL 17.5' DATE: 4 9 26 AV NATURAL GRADE EL 15.15' SIDE YARD SIDE YARD PROJECT No. AVG NATURAL GRADE EL 15.15' DRAWING BY. MC NATURAL GRADE EL 15.09' I NATURAL GRADE EL 14.8' NATURAL GRADE EL 15.0' CHK BY. DWG No. ❑A - 001 00 1 OF 5 Lt�Y E PROPOSED REAR ELEVATION 2 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN MHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. <. ` e" ,+ AY ARCHITECT - - - - - — - - - - - - uthaldlawn ga�rd of True' i REVISIONS D E S C R I P T ION I I - i I - - �- 9'-0" PLATE HEIGHT - I \ 8'-0" PLATE HEIGHT 1 I T.O. WINDOWS — - - - - - T I r , - - -=-I -!_ - -- - ! - -- -_ - - - Ali i I - --I I1 1 1 1 1 1 1 1 1 'T`�I H- 16' 1 H I I 1 117 Ii I - - - IJ L i= LyWrt - -_- - - - _- _ -- - - - -- _ - - - - - - - - - - ---_ T.O. SECOND FLOOR _ T_ r 10'-0" PLATE HEIGHT I I T.O. WINDOWS I I B I I I i ' rTi r .. ........:'.SCREEN .:'.:.:'..- �7 � W00 I ID I r r o U ' I I - � J Y IN I T GLASS r� m I W W 0 T.O. FIRST FLOOR - � � ' � -� �� EL 17.5' r� I ;� �� r.����� THT w ((Q�� N NATURAL GRADE EL 15.09' NATURAL GRADE EL 15.5' t NATURAL GRADE EL 15.6' W (7� PROPOSED FRONT ELEVATION w W 1 SCALE: 1/4" = 1'-0" 0 0 z o� C� 0 LJ —� _ - �- - - - w � u 0 III II I I I 1 i I _ I jI -,. , .I. � 7._-I- - Ili=_T --�i-k=_;--.k--1-- -- _-� ,k � _ �� TIF-T- 11 III - r, i I 3 II I i II Jr �_.-I 1 rll -1_�'- - 1 -f 9'-0 PLATE HEIGHT - � 8'-0" PLATE HEIGHT T� - - - --- - - - l T.O. WINDOWS I I I I T - 10 a-r1I - - 10 ;�_� GLASS - - - - - Charles M. Thomas T.O. SECOND FLOOR T_ ] T 1� _ a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631 727-7993 � 10' 0" PLATE HEIGHT J T TTi _ -r PROJECT I I r TII I 1 1 -ITIIr I Ir III I 'i' h:t•, r.^. .;'�;,.. '__ -I- � J I_I-J�-I J J -J _1. J,_ _ �J._ J - -� - J h.r�l.k,.J Jy \'�lyf',',Vr.�.^lip"1'•'r�'•::•:.J"l,ti•{:'J,ti. T.O. WINDOWS I i � I 't:�'>,• .,�:; ' ??r`< a.r.,.',�,,f i;4 :'{,,,,,{..,.,,,..5r{,;.;: .� � .� _J _.J I ".v'r::•'' S,[' rr.0,/ a .{ r /1F` I rr.'.'J h`".�✓l y 'S/ •• l `l\h:'r 'l'x 'Vr -.J 7 T, :��w:'��?�;} � 1, ->.;"''' }iv;{�•' k,.i 4:t%: .y;:ii ' Jr -J '„t is { yu:%::u'�•''`':, ILL11 FRONT ELEVATION GLASS GLASS GLASS T.O. FIRST FLOOR 1 I 1 T� Y �- 1 EL 17.5' r �� NATURAL GRADE EL 17.1 T r DATE: 4/9/26 PROJECT No. NATURAL GRADE EL 15.6' DRAWING BY. MC GRADE EL 15.0' GATE NATURAL GRADE EL 14.8' CHK BY. DWG No. 2OF5 E PROPOSED REAR ELEVATION 2 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHIOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. z SURVEY OF ci PROPERTY SITUATE I LAUREL I TOWN OF SOUTHOLD rQ SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-128-02-07 SCALE 1"= 50' AUGUST 26, 2024 AREA (TIE LINE) = 47,573 sq. ft. v 16.2a. .�O' - 1.092 ac. AREA (DEED) = 58,197.3 sq. ft. �O• 1Z.t4 .Q�.1�` �. 1.336 ac. M AY 2 0 2026 A No.. O �a°� •%ta s � Southold Town Board of Trustees N. d oY \ TEST HOLE DATA 18.75 (TEST HOLE DUG BY SHAWN M. BARRON. M.S. ON SEPTEMBER 9, 2024 EL 14.78' / \ 0' .\ 74.11 SANDY LOAM WITH GRAVEL(SM) y 2.7' CPO. MIXED SAND WITH GRAVEL(SP) P \ 7a o \\ IIM ` �s \ EL 2.28' � \ 12.5'WATER ENCOUNTERED \ t8.25 \ X \ WATER IN MWED SD WITH GRAVEL(SP) \X�i AI IIHZMM d "NE FROERLfCN x Ins \ \ A�W N/0/F \\ 1s.92 �P M TRUSTEES OF 227B i JOHN S. ROZANSRY Jr. TRUST \ j \ xL%u I \\\ rp II t�ABA 0 14.94 15,57 14 e3 x 14.38 15.02 B,NN�1' �G¢�5�A N°.ao� 15.09In �, � 9.fi c 3• � C X ATE 74.87 �FJD 'I• 14.8g tip .3 m x y�E 0001 r X73.89 x,4o7 e►So \\ \°o- \ �1 o LEGEND: lb 11.03 ' ENC. BRICK ENCLOSURE ev ti UTILITY POLE ,h1 pry T 16 WATER METER `p $ TEST HOLE NOTE:LOU70M AND DGM1ENCE OF ANY r SOMWACE UTIUM AND/OR sm moms NOT MADLY WSMIZ.ARE NOT CENiFED. ILA� h '�0 METES AND BOUNDS SURVEYING eam vwma,�cr mN ao x9mv 53 PROBST DRIVE A a 4ry �WMAte®�SHIRLEY, N 11967 "A IF OW t �3W PHONE (516) 972-5812 mawiAr '°P 7��"' °0e surveydude0bptonllne.net $.pkw Gom tb.odgMl d: .-w mop not mmbd.AM m ortpM of th.WA wnvyor.kdwd w d or kY wnbomd weal LOTS: 07 BLOCK: 02 , SECTION: 128 DISTRICT:1000 .n.1..t b..awidw.d.w1d ta. MAP OF: "cmakaugnk aool.a n..m'A M" adoobd M tlr Nw Yak Moab A..oeklbn or SITUATED AT: LAUREL caurca nW l w�A a S TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. boWpw.�1y� e.,w,u w yd NOTES: TRACY G. & BRYAN.P. KAPPENSERG q.fMaab,w. bwwlw.bb to 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1986 DATUM BTK REALTY LLC .mrtb,d bwL%ftm w wdw.gmd EXISTING ELEVATIONS ARE SHOWN THUS:x20.!>Q. CER OI-I CHICAGO TITLE INSURANCE COMPANY JOB NO.: 24-296 ABSTRAC INCORPORATED DATE: AUGUST 26, 2024 l X ES 425 Montauk Highway --- - - East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO SHEET Bryan Kappenberg 6050 Peconic Bay Boulevard Laurel, NY 11948 SCTM No.: 1000-128.00-02.00-007.000 PHOTO 1—AERIAL FROM ABOVE T� AA t i 4 �� f 4,j ` JC 425 Montauk Highway - East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO 2—AERIAL FROM ABOVE r PHOTO 3—AERIAL(FACING NORTHWEST) L _ w C 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO 4—AERIAL(FACING NORTHWEST) L A a PHOTO 5—AERIAL (FACING NORTH) 425 Montauk Highway -iLES East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO 6—AERIAL(FACING SOUTH) f , !A Nw 41 11 y T i L PHOTO 7—GROUND LEVEL(FACING SOUTH) i► 1 ! 425 Montauk Highway -- East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO 8—GROUND LEVEL(FACING NORTHWEST) / Y a- s+r' 4 10 � JII.� 'f•._..J�I� .�'�N.: f'_:" +1.,A::��Y �. gip. � ` ,` � tY PHOTO 9—GROUND LEVEL(FACING EAST) fk — / Q / a 2rN) N s�sec.ua . /��,•,�.,, �� j�, ,ssamsza r° 1 a a Av t N e a UO ,a ,o 77 • � W Bor 1.1 9F ,a B! + t,Nc) 5 � r0 •,•\ !7l R mx. Na .12 V. 4v Y / 11 49 t.xWq�c q 9I• ^J e _ __ ____ �� .rne,n cOUNTY OF SUFFOLK © K a sauntan SECTION NO c —_� _ _ _ __w__ G' Real Property lax Service Agenq v HM n ,>t 128 A Mys�. P mc,w low PROPERTY MAP OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 (�8@egg LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: July 13, 2026 Re: LWRP Coastal Consistency Review Kappenberg, SCTM #1000-128.-2-7 This application is to demolish existing one-story dwelling, foundation, concrete stoop and stairs, paver walk, concrete porch, paver patio, and asphalt driveway; construct an irregularly shaped two-story 2,655.3 sq. ft. dwelling with an attached 24'x27.5' garage, 11'x6' and 9.6'x4' front porches; a 19.6'x15.5' seaward screened porch with 4'x5' landing and steps; a basement stair egress on west side and a basement window egress on east side of dwelling; an 18'x11' inground pool within an a 1,006.7 sq. ft. pool patio with stairs to ground; install pool enclosure fencing with gates and pool equipment area with sound deadening enclosure; install three 8' diameter by 6' deep drywells to contain roof runoff and one 8' diameter by 4' deep drywell for pool; abandon existing septic system and install an I/A sanitary system landward of dwelling; and install a pervious driveway. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the policies of the LWRP as follows: Policy 6 Protect and restore the quality and function of the Town of Southold ecosystem. 6.3 Protect and restore tidal and freshwater wetlands A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction The proposed action is on a nonconforming parcel on the Peconic Bay with the residence less than 100ft from the wetland boundary. Since the proposed pool and patio are attached to the residence, they are considered part of the dwelling and adhere to the residence wetland setback. The proposed action is inconsistent with Policy 6.3A because the residence does not comply with Town Code Chapter §275-3(D)(1)(a)(1] Residence: 100 feet. Although, it may be thought that the proposal of demolishing the current paved patio would make the residence farther from the wetland boundary, due to the diagonal nature of the property line, the construction of the proposed pool and patio bring the residence slightly closer to the wetland boundary. The proposed installation of an Innovative/Alternative Onsite Wastewater Treatment System (I/A OWTS) is consistent with Policy 5.1.C.3 which calls for the modification of existing sewage treatment facilities that improves nitrogen capacity removal and will reduce nutrient input to adjacent waters. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. 2 Glenn Goldsmith,President „ ( I` =• Town Hall Annex A.Nicholas Krupski,Vice President � 54375 Route 25 P.O.Box 1179 Eric Sepenoski €F' { Southold,New York 11971 Liz Gillooly M o-' ,a Telephone(631) 765-1892 Elizabeth Peeples t,t," ;` Fax(631) 765-6641 BOARD OF TOWN TRUSTEES - TOWN OF SOUTHOLD jJ2026 This Section iFor Office Use Only �Coastal Erosion Permit Application X Wetland Permit Application souina�dT Administrative Permit - Boardofpru .—Amendment/Transfer/Extension. Received Application: 5 a-0 Received Fee: Completed Application: a a Incomplete:= 4 SEQRA Classification: Type I__ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: _ Coordination:(date sent): E `�LWRP Consistency Assessment Form Sent: CAC Referral Sent: �Q Date of Inspection: r7l MAY 2 0 2026 Receipt of CAC Report: I- -Technical Review: Southold Town _Public Hearing Held: L �. _ Board of Trustees Resolution: Owner(s) Legal Name of Property (as shown on Deed): Bryan and Tracy Kappenberg Mailing Address: 37 Summit Drive, Calverton, NY 11933 Phone Number: 631-875-7840 Suffolk County Tax Map Number: 1000 - 128.00-02.00-007.000 Property Location: 6050 Peconic Bay Blvd, Laurel, NY 11948 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Cole Environmental Services — Mailing Address: 425 Montauk Highway, East Quogue, NY 11942 Phone Number: 631-369-9445 Email: Info@ColeEnvironmentalServices.com � �. (0 19 -104 � r 425 Montauk Highway ' East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management Bryan &Tracy Kappenberg 6050 Peconic Bay Boulevard Laurel, NY 11948 SCTM: 1000-128.00-02.00-007.000 Proiect Description Existing structures to be removed including±2,300 square foot 1-story house, ±70 square foot front concrete stoop with stairs and paver walk,±180 rear concrete porch,±365 square foot rear paver patio, and ±5,700 square foot asphalt driveway. Existing sanitary system to be abandoned as per SCDHS specifications. Proposed new construction. Irregular 2-story frame residence (2,655.3 sq.ft.)to be constructed with 24.0'x 27.5' attached garage (660 sq.ft.),two front porches (11.0'x 6.0' and 9.6'x 4.0% and 19.6 x 15.5' rear screened porch with 4'x 5' landing and steps. Proposed 16.0'x 24.0' detached garage (384 sq.ft.) in front yard. Irregular rear patio (1,006.7 sq.ft.)with 18.0'x 11.0' inground pool (198 sq.ft.), pool fence with gates and pool equipment with sound deadening enclosure. Exterior stairs with egress well on west side of house and egress well on east side.Three proposed 8' dia.x 6'deep drywells for roof runoff and one proposed 8' dia.x 4'deep drywell for pool. Proposed pervious driveway. I/A sanitary system to be installed in front yard. www.ColeEnvironmentalServices.com I Board of Trustees Applic—on GENERAL DATA ® Land Area(in square feet): 58,197.3 sq. ft. (1.336 ac) Area Zoning: R-40 Previous use of property: Residential Intended use of property: Residential Covenants and Restrictions on property? =Yes _7 No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? 17 Yes _nNo If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? =Yes _Z_No If"Yes", please provide copy of decision. is project rec any demolition as per Town Code or as determined by the Building Dept.? ✓ Yes No Does the structure(s) on property have a valid Certificate of Occupancy? Yes=No Prior permits/approvals for site improvements: Agency Date Southold Trustees 5/14/25 ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?_Z_No—E] Yes If yes, provide explanation: _ Project Description(use attachments if necessary): Please see attached project description. 1 Board of Trustees Applic_v_on WETLANDf]rRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: The purpose is for personal enjoyment and to create new living space for the homeowner. Area of wetlands on lot: 0 _ _ square feet 10,624.3 square feet of property SdaWrd of bulkhead Percent coverage of lot: 11.3 % proposed Closest distance between nearest existing structure and upland edge of wetlands: 70 feet Closest distance between nearest proposed structure and upland edge of wetlands: 62 feet-10" Does the project involve excavation or filling? ❑ No ✓ Yes If yes, how much material will be excavated? 300 cubic yards How much material will be filled?, 275 cubic yards Depth of which material will be removed or deposited: 7 feet Proposed slope throughout the area of operations: 2.5% Manner in which material will be removed or deposited: Typical construction equipment to be used. Excavated material to be used for backfilling. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): There should be no effect on wetlands. The property is bulkheaded and silt fencing is to be installed prior to construction. 61 Z20 Appendix B .Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: 6050 Peconic Bay- New Residence Project Location(describe,and attach a location map): 6050 Peconic Bay Boulevard, Laurel, NY 11948 Brief Description of Proposed Action: Please see attached project description. Name of Applicant or Sponsor: Telephone: 631-369-9445 Cole Environmental Services E-Mail: Info@ColeEnvironmentalServic s.com Address: 425 Montauk Highway City/PO: State: Zip Code: East Quogue NY 11942 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that 1-1may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES. If Yes, list agency(s)name and permit or approval: ❑ NYSDEC 3.a.Total acreage of the site of the proposed action? 1.336 acres b.Total acreage to be physically disturbed? 0.2 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.336 acres 4. Che I land us at occur on,adjoining an ar the prop action. Urban Rural(non-agriculture) MAquatic Industrial Commercial ❑✓ Residential (suburban) Forest ❑Agriculture ❑Other(specify): Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? 11-4 j] b.Consistent with the adopted comprehensive plan? (TE 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES _ landscape? ✓ 7. is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Peconic Bay_and Environs,Regulatory Tidal We Area_ ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ✓ _ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11'.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: New I/A Sanitary System ❑ to be installed 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? - 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? / b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ✓ ,/ If Yes,identify the wetland or waterbody and extent of alterations in square fbet or acres: 14. ntify the typic bitat types that oc ,or are likely to be found on tf�roject site. Check all that apply: ✓ Shoreline Forest gricultural/grasslands Early mid-successional ✓ Wetland Urban �Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered?Leatherback,Loggerhead,Kemp's or Atlantic Ridley,Green Turtle WL 16.is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, a.Will storm water discharges flow to adjacent properties? WINO DYES W] b.Will storm water discharges be directed to established conveyance systems ff an m drains)? If Yes,briefly describe: NO YES Three_8 ddi.a.x6'deep drv_well for_r_oof_r_unofF and one_8'dlaLx 4'deep_drvwelL_ Page 2 of 4 i 18.Does the proposed action include construction or other activities that result in the impoundment of NO I YES water or other liquids(e.g.retention pond, waste lagoon, dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: _ — ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor ppname:/Chris Cole,Cole Environmental Services Date:5/14/26 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ 0 3. Will the proposed action impair the character or quality of the existing community? ❑ El 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ El of a Critical Environmental Area(CEA)? S. Will the proposed action result in an adverse change in the existing level of traffic or ❑ affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? EL 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? El Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑, a problems? 11. Will the proposed action create a hazard to environmental resources or human health? CT Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management Bryan &Tracy Kappenberg 6050 Peconic Bay Boulevard Laurel, NY 11948 SCTM: 1000-128.00-02.00-007.000 Project Description Existing structures to be removed including±2,300 square foot 1-story house,±70 square.foot front concrete stoop with stairs and paver walk, ± 180 rear concrete porch, ±365 square foot rear paver patio, and ±5,700 square foot asphalt driveway. Existing sanitary system to be abandoned as per SCDHS specifications. Proposed new construction. Irregular 2-story frame residence (2,655.3 sq.ft.)to be constructed with 24.0'x 27.5' attached garage (660 sq.ft.),two front porches(11.0'x 6.0' and 9.6'x 4.0% and 19.6 x 15.5' rear screened porch with 4'x 5' landing and steps. Proposed 16.0'x 24.0' detached garage (384 sq.ft.) in front yard. Irregular rear patio (1,006.7 sq.ft.)with 18.0'x 11.0' inground pool (198 sq.ft.), pool fence with gates and pool equipment with sound deadening enclosure. Exterior stairs with egress well on west side of house and egress well on east side.Three proposed 8' dia.x 6'deep drywells for roof runoff and one proposed 8'dia.x 4'deep drywell for pool. Proposed pervious driveway. I/A sanitary system to be installed in front yard. www.ColeEnvironmentalServices.com Board of Trustees Applica��on AFFIDAVIT BRYAN KAPPENBERG BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. o . Signat of Property weer Signature o op rty O e SWORN TO BEFORE ME THIS �S� DAY OF Ma�.1 , 20 Notary Public :ELIZ=A.FALLONNOTAATE OF NEW YORK.01FA5069367ffolk CountyyMy Cpires li�'d51aL Board of Trustees Applica�+on AFFIDAVIT TRACY KAPPENBERG BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature o opeky Own Signatur of Pro y Owner SWORN TO BEFORE ME THIS St DAY OF 20 Notary Public ELIZABETH A.FALLON NOTARY PUBLIC,STATE OF NEW YORK Registration No.01FA5069367 Qualified in Suffolk Cop^my My Commission Expires i 1 Lw s to 4 Board of Trustees Applica��,)n AUTHORIZATION (Where the applicant is not the owner) I/We, BRYAN KAPPENBERG , owners of the property identified as SCTM# 1000- 128.00-02.00-007.000 in the town of Laurel New York,hereby authorizes COLE ENVIRONMENTAL SERVICES to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property er's Sig n--atiW Property O is Sign'atu SWORN TO BEFORE ME THIS ` DAY OF Notary Public ELIZABETH A.FALLON NOTARY PUBLIC,STATE OF NEW YORK Registration No.01FA5069367 Qualified in Suffolk Cqunty My Commission Expires ki QL5lab Board of Trustees Applica L....on AUTHORIZATION (Where the applicant is not the owner) I/We, TRACY KAPPENBERG owners of the property identified as SCTM# 1000- 128.00-02.00-007.000 in the town of Laurel ,New York, hereby authorizes COLE ENVIRONMENTAL SERVICES to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property er's Signatu Property O er's Sin re SWORN TO BEFORE ME THIS � DAY OF 'M��-P , 20 Notary Public FNOTARY ABETH A.FALLON LIC,STATE OF NEW YORK tion No.OIFA5069367 ed in Suffolk Countsion Expires lQ a 5 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the Dart of town officers and emolovees The nuraose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is neceMM to avoid same. KAPPENBERG, TRACY YOURNAME: (Last name,first name,jtiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (lf"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the'Ibwn of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means'a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO _ If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submi his day 200 S ignatu Print Nam Form TS 1 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM i The Town of thold's Code of Ethics prohibits conflicts of interest on the Hart of town officers and emoloven The nurdose of this form is to rovide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: KAPPENBERG, BRYAN - ' (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other'',name the activity.) Do you personally(or through your company,.spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO (�R - If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the,relationship between yourself(the applica»t/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or'beneficial owner of any interest in anon-corporate entity(when the applicant is not a corporation); OD an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submttted this day f 20: Signature Print Name i «- Form TS I APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. I /n�/ YOURNAME: Cole-, arr,4-ooher ,. C. (Last name,first name,*iddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (if"Other,name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest'means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than S%of the shares. YES F-1 NO FYI If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicantlagent/representative)and the town officer or employee.Either check the appropriate line A)through,D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): LIA)the owner of greater than 5%of the shares of the corporate stock of the applicant _n (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted th's "day 20�0 Signature _ Print NameCole Fonn TS I -Board of Trustees Applica n PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: (�C'9 C25 STATE OF NEW COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of 720 Notary Public Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#:( fmpnIC J5aq NAME: ADDRESS: ................. . 6 STATE OF NEW COUNTY OF S�/UFFOLK rl , residing at f 7��(c k1f (w , being duly sworn, deposes and says that on the_� _ day of 1701 yy A , 20,51lo , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at Eo'�t Uo(wr, , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sigilature Sworn to before me this _ (i Day of �`' G� C r 20 ALISONAFAY NOTARY PUBLIC,STATE OF]V' Y Registration No.Ol FA64152 S ,1 Qualified in Suffolk Count i' MyC'om `' missionFx}�ires ' /" 7ej Notary PL bl runi Ifl r fl 7 . i i ILL i E MA'1i WA - ==I I I I M rr) Certified Mail Fee Certified Mail Fee nj Lr) $ 4, Ln 1-3 Extra Service &Fees(check box,add fee aq,appn,IZI Extra-Services&Fees(checkbox,add fee aq 01 S I;I \V ❑ $ El Return Receipt(hardoopy) Return Receipt(hardcopy) $ []Return Receipt(electronic) $ Post r-I r-q ❑Return Receipt(electronic) C:3 r-1 Certified Mail Restricted Delivery $ CJ ark El Certified Mail Restricted Delivery $ Postmark Here E]Adult Signature Required $ Adult Signature Required -3 C- $ ED "\x, C-3 Adult Signature Restricted Delivery$ ❑Adult Signature Restricted Delivery$ El Postage C:3 Postage M $ M $ M ffil—�..t.qe and M Tqitalj?"XaOG and I m M -i:'! $ Sent t—To JANET'"MA Sent To AUTHUR jNVk,K Imp r1i ru ru ---- 6015 PECONIC BAY BLVD ru 5915 PECONIC 8AY-ftVD LAUREL, NY 11948 LAUREL, NY 11948 CO Er ROEMIMMM I,U Vu ru A , :WOIN, Q M M Certified Mail Fee I-eE) rij ni Ln $ 0 add fee as p 0 E3 Extra Services&Fees(check box, to) ,qp 1-3 Extra Services&Fees(Check 1501�add fee a$la R ❑Return Receipt(hardeopy) tur,Receipt'alpt Postm1 rdcopy) $ ak\ —4�r-9 ❑Return Receipt(electronic) $ El Return Receipt(electronic) $ E3 ❑Certified Mail Restricted Delivery $ Here\,, Certified Mail Restricted Delivery $ j, —-j i/" ,-. $ Here E:3 OAdultSignature Required X 1-; Adult Signature Required $ r-3 E]Adult Signature Restricted Delivery$ 11, 1--3 El Adult Signature Restricted Delivery$ E-3 C3 Postage Postage M $ M $ M T"t I Postage and D, M TOW]—PlItI91 and M J Ij M Js A TR ST M .:�!�.�,'!i.:i ROZA�NSK�Jq,, GO $,, W I LiLLIA�I A IN N E F R 0 E H L"I C $ r) Sent To RA Sent To C/O�IMOTHY ROZ SKY' nj 30�i EC rij 61 R L YO rtj 302 B,900 -A- C-3 C3 N-rc)N' AN LAUREL"NY BOONT N,�NJAO Y City,State,ZIP+4 0 U-) ni 5 M z, Z'b ni Certified Mail Fee ZLn $ .. -P, C3 Extra Services&Fees(check box,add fee as ro El Return Receipt(hard copy) $ r-I n Return Receipt(electronic) $ i :1 1.Ir I! Postmark E:1 F-I Certified Mail Restricted Delivery $ C3 El Adult Signature Required $ i: E]Adult Signature Restricted Delivery$ E3 Postage M $ M Total".1-o—... M $e+nt To M.I.-R[.-1 \-,R� 4pri.nj ----------------- -S— nj 213 ORCH44-b-W­ A'Y WAYNE, PA 19087 l2ui-,ry' Glenn Goldsmith, President OFF014, �r Town Hall Annex 0 C z A.Nicholas Krupski,Vice President y ti� OGy� 54375 Route 25 Eric Sepenoski z P.O. Box 1179 Liz Gillooly Southold,NY 11971 Joseph Finoray,�p� � Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of BRYAN & TRACY KAPPENBERG COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED INPLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ON EIGHTH DAY OR LATER I, 1c�(f") irl , residing at/dba 6 T,�e�L ( lI p, Qvif ��r NY h9l being duly sworn, depose and say: That on the P day of IAA , 20 ah, I personally posted the property known as hobo'-�c ni c, ga%A P Wg\ , LA rc I, NY 110H6 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,July 15, 2026. Dated: (sign ture Sworn to Wore me this / day ofYvb2021 ALC,ST A FAY l NOTARY PUBLIC,STATE OF N �-K A - Registration No.0 1 FA6415288 > Qualified in Suffolk Court My Commission Expires / Z N —V ublic , NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Peconic Community Center Auditorium, 1170 Peconic Lane, Peconic, New York, concerning this property. OWNER(S) OF RECORD: BRYAN & TRACY KAPPENBERG SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing one-story dwelling, foundation, concrete stoop and stairs, paver walk, concrete porch, paver patio, and asphalt driveway; construct an irregularly shaped two-story 2,655.3sq.ft. dwelling with an attached 24'x27.5' garage, 11'x6' and 9.6'x4' front porches; a 19.6'x15.5' seaward screened porch with 4'x5' landing and steps; a basement stair egress on west side and a basement window egress on east side of dwelling; an 18'x11' inground pool within an a 1,006.7sq.ft. pool patio with stairs to ground; install pool enclosure fencing with gates and pool equipment area with sound deadening enclosure; install three 8' diameter by 6' deep drywells to contain roof runoff and one 8' diameter by 4' deep drywell for pool;,abandon existing septic system and install an I/A sanitary system landward of dwelling; and install a pervious driveway. Located: 6050 Great Peconic Bay Boulevard, Laurel. SCTM# 1000-128-2-7 TIME & DATE OF PUBLIC HEARING: Wednesday, July 15, 2026 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A_proposed action will be evaluated as to its sianificant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3.' If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000-128. -2 7 PROJECT NAME 6050 Peconic Bay-New Residence The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: Please see attached project description. 9 1 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management Bryan &Tracy Kappenberg 6050 Peconic Bay Boulevard Laurel, NY 11948 SCTM: 1000-128.00-02.00-007.000 Project Description Existing structures to be removed including±2,300 square foot 1-story house, ±70 square foot front concrete stoop with stairs and paver walk,± 180 rear concrete porch, ±365 square foot rear paver patio, and ±5,700 square foot asphalt driveway. Existing sanitary system to be abandoned as per SCDHS specifications. Proposed new construction. Irregular 2-story frame residence (2,655.3 sq.ft.)to'be constructed with 24.0'x 27.5'attached garage (660 sq.ft.),two front porches (11.0'x 6.0' and 9.6'x 4.0'), and 19.6 x 15.5' rear screened porch with 4'x 5' landing and steps. Proposed 16.0'x 24.0' detached garage (384 sq.ft.) in front yard. Irregular rear patio (1,006.7 sq.ft.)with 18.0'x 11.0' inground pool (198 sq.ft.), pool fence with gates and pool equipment with sound deadening enclosure. Exterior stairs with egress well on west side of house and egress well on east side.Three proposed 8' dia.x 6'deep drywells for roof runoff and one proposed 8' dia.x 4'deep drywell for pool. Proposed pervious driveway. I/A sanitary system to be installed in front yard. www.ColeEnvironmentalServices.com r r Location Of action: 6050 Peconic Bay Boulevard, Laurel, NY 11948 Site acreage: 1.336 Present land use: Residential Present zoning classification: R-40. 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Cole Environmental Services on behalf of Bryan&Tracy Kappenberg (b) Mailing address: 425 Montauk Highway, East Quogue, NY 11942 (c) Telephone number: 631-369-9445 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ✓❑ No❑ If yes,which state or federal agency? NYSOEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LVVRP Section III—Policies; Page 2 for evaluation criteria. ✓❑Yes ❑ No ❑ Not Applicable Proposed construction is in keeping with the character of the community and maximizes distance to the wetlands to the greatest extent possible.The project seeks to make beneficial use of a coastal location by increasing living and outdoor spaces for the homeowner. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable The majority of the proposed residence is within the footprint of the existing residence.Proposed excavation will be for a crawl space and not a full basement so depth is minimal. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No❑ Not Applicable Proposed construction is in keeping with the character of the community and maximizes distance to the wetlands to the greatest extent possible. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes ❑ No ❑,Not Applicable The property is bulkhead with a 13 foot wide non-turf buffer,which will prevent flooding an erosion.Drywells are also proposed to further manage stormwater. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑✓ Yes ❑ No ❑Not Applicable A new I/A system is proposed,which will reduce the amount of nitrogen leaching into the bay.A proposed aluminum gutter and leader system will connect to drywalls and help manage stormwater and prevent it from running directly into the bay.Silt fencing will also be used during construction to prevent sediments from entering the bay. i Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. 7 Yes ❑No ❑ Not Applicable A proposed I/A system and a gutter-leader-drywell drainage system will work to protect water quality and,therefore, marine habitat. Attach additional sheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes ❑No / Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No 0 Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III.—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No ✓❑ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LW1tP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable PREPARED BY Chris Cole TITLE Agent,Cole Environmental servicegDATE 5/14/26 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management Town of Southold Board of Trustees 54375 Main Road P.O. Box 1179 Southold, NY 11971 _.._.._ Re:Wetland Permit Application Bryan &Tracy Kappenberg �LI 6050 Peconic Bay Boulevard SAY 2�26 Laurel, NY 11948 SCTM: 1000-128.00-02.00-007.000 Southold Town Board of Trustees To Whom It May Concern, Our client is seeking to build a new residence and pool at 6050 Peconic Bay Boulevard in Laurel. Please find the following items enclosed as part of the application: 1. 1x Application fee (Check#1018) 2. 4x Affidavit,Authorization, &Applicant Transactional Disclosure Form signed by Bryan &Tracy Kappenberg(1 orginal, 3 copies) 3. 4x Agent Transactional Disclosure Form (1 orginal, 3 copies) 4. 4x Application with attached Project Description 5. 4x SEAF with attached Project Description 6. 4x LWRP with attached Project Description 7. 4x Survey by Metes and Bounds Surveying dated 8/26/24 8. 4x Site plan by CMT Architect dated 3/30/26 with side elevations dated 4/9/26 9. 4x Photo Sheet Should you require anything additional, please do not hesitate to reach out. Sincerely, Summer Looney Cole Environmental Services, Inc. tvw N.l:oleEnvirorii-nenL alSet-vices.com