HomeMy WebLinkAboutVitucci, Matthew & Eileen i
Glenn Goldsmith,President _w��®V S0(/,� Town Hall Annex
A. Nicholas Krupski,Vice President ®�v ®�® 54375 Route 25
P.O. Box 1179
Eric Sepenoski J Southold, New York 11971
Liz Gillooly G Telephone(631) 765-1892
Elizabeth Peeples • a® Fax(631) 765-6641
COU
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
August 21, 2024
Matthew and Eileen Vitucci
620 Rogers Road
Southold, NY 11971
RE: 620 ROGERS ROAD, SOUTHOLD
SCTM# 1000-66-2-35
Dear Mr. & Mrs. Vitucci:
The Southold Town Board of Trustees reviewed the site plan prepared by Homeport
Engineering P.C., last dated July 2, 2024 for the proposed installation of an I/A OWTS system.
The Board of Trustees determined that they are taking jurisdiction from the landward edge of
the inter-tidal marsh. Because the work is within the 100 foot Wetland jurisdictional area under
the Town Wetland Code Chapter 275, an Administrative Permit will be required.
No construction, sedimentation, or disturbance of any kind may take place seaward of the tidal
and/or freshwater wetlands jurisdictional boundary, or within 100' landward from the edge of
vegetated wetlands, without further authorization from the Southold Town Board of Trustees
pursuant to Chapter 275 and/or Chapter 111 of the Town Code.
It is your responsibility to ensure that all necessary precautions are taken to prevent any
sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal
Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project.
Such precautions may include maintaining adequate work-area between the tidal wetland
jurisdictional boundary and the coastal erosion hazard area and your project or erecting a
temporary fence, barrier, or hay bale berm.
This determination is not a determination from any other agency.
Sincerely,
Glenn oldsmith, President
GG:ec
i 1
Glenn Goldsmith,President ®� so � Town Hall Annex
54375 Route 25
A. Nicholas Krupski,Vice President ®� ®�®
P.O. Box 1179
Eric Sepenoski Southold, New York 11971
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
NON-JURISDICTION INSPECTION
DATE OF INSPECTION: l 2�
INSPECTED BY: L'
./ Ch. 275 Ch. 111
COMMENTS:
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A5-BUILT SITE INFORMATION: pF NEW
SUFFOLK COUNTY TAX MAP ID:1000-GG-02-35 •(Q. Yp
-EXISTING 5 BEDROOM HOME NO PROPOSED CONSTRUCTION. yA0'�,gA obi`A.
-LOT AREA:ACRE 0.30G.13.074.95 5F. 7
-PROPERTY LOCATED AT G20 ROGER5 ROAD ~
50UTHOLD.TOIAN OF 5OUTHOLD.5UFFOLK COUNTY.INEW YORK K
.5URVEY PROVIDED BY:KEI II IETH WOYCHUCK L5 OG-19-2023
-VEP,TICAL DATUM-HAVD'1988 DATUM is
-PU BU C WATER 5ERVICE N p
i ? .ALL HOME5 WITHIN I5OLF OF PROPERTY COHHECTED TO PUBLIC WATER 5EP,VICE. BOA 094gT5 !4�
n j� ECG'OFPAVEMENT -SURFACE WATER J.NTTIAND55HOVAN Oil 517E PINT. RpFE5S10't,�`X•
ROGRRSq ROAD T.IE5I IIOTES
.DERAL FOR 5-BEDROOM HOME.FAILING BLOCK CESSPOOL.
A 2 I/A OWT5 5AI IITARY REPLACEMENT DE51GH-5UFFOL1,COUNTY SIP GRANT PROJECT.
- •W rq,dq �_.z _ `A`� - 3 51TE PILAU A!.D RiFEP.IIC�EIEVATiCTL,10 HE U5CD FOP.VA 0'N(J5N4ITA.Y SY51EM•
�, W7:T; a.Y • ',� CON5TRUCTIONOULYCXA67PROPCRTY13OUIIDAFj:5.UTIUIYLOCATIDI15AIIDEIEVATIOIL
FOUR(4)F FkUPOSEOd'x M—EN Gsf GEOTE%TILE ARE IJ(iT GUARANTEED.
ILTEA GRawtt i—CHESS SPACED CFEET 4.ELEVATION 15 BA5ED OI I PROPERTY SURVEY PROVIDED BY KEI NI METH WOYCHUCK L5 0G-19-2023
n; E—FIED SAND SIDE
♦;' 106-p• _I ^v TEaar MaX eu 5.OIISITE UTILITY MAP,Y.-0UTS TO BE PEP,FOP.MCD BY COI]TRACTOR PRIOR TO PERFORMING SITE
RYDEPTH3 WHES WQ�-
SPECIFIED SPED DISTAL ENDOF
OBE VENTED TO T C-1 VENT G SOIL TEST HOLE DATA PROVIDED BY HOMEPOKT EIIGtHuERING PC OG-27-2024
F TURE.zPuusl I tl� Eu.N,o - 7 EX15TIf it 5NIITA!:Y CF55POOL5(5)TO BE PUMPED AIID REMOVED A5 HEC155AP,Y PER 5CDH5
L c Y•�p[L— 5TAHDARDS.
rQy CT`3" U{-`u tdaN PROF05ED VA 011T5 SEPTIC 5Y5TEM FOR UP TO 5 13EDKOOM RE5IDCI ICE:
1+y 1 I rRarosED POLVLDrc OIIE(I)FIJA CCI I-7 I/A OA'T5 N1TH DEADM[II FOR Al1Tl-BUOYAtICY AIID 90°ADAPTER
2 OIIE(! FUJI MAC I OOP,BLOWER.VEIN AHD FUJI COI ITKOL A55EMDLY
¢ i GIGTRIBUTIOry Box ) 0
i c,n 3 OHC(I)POLYLOK DISTP.EUEN II BOX U
4.FOUR.(4J 20 P,OW'S OF EUEII GEOTEKTILE SAIID FILTER(GSF)TOTAL OF GO LF z 'Q r
EZIsnrvG FUB!Ic _� P,�,N 5.TWO(2)20'ROW FOR FUTURE EXPA11510IJ Q r-•
WATER SERVICE !Q E COVECFD CO'JC PAT)0 F' 1 G.APPROXIMATELY 40 YA D5 CF CLENI 5AHO FILL FOP U5E BENEATH 5AINITARY LEACH111G w
I�•r 1 V OPOSED FWI CENT I'AD rS 5TP,UCTURE5 Al ID PH IAL GRADING AROUND I/A O:MI5. 0 }
—BAD IS.—
en z
'<'..`'::?:::::: PMI9uovANcv flslr aDAFTER GEIIEKAL5NIITARY5Y5TEM AND I115TALLATION HOTE5: w
:.:...PROP:'IE,s?'�'..: 1 I/A ONT5 SEPTIC 5Y5TEM DE51GN[D FOP.UP TO 5 BEDROOM HOME PER 5UPFCLK COUINY
iiW.'•'.:'?: i:: RChIOVED PSNECESSPRY GETATION TO DE DEPARTMEIJT OF HEALTH 5TAIJDARD5(5CDH5). � w J
NC Dv>=RHFao 2. INTERIOR PLUMBIIIG NID IIIVERT TO BE RELOCATED BY LICEN5ED PLUI IBIt1G COIITP.ACTOR i5
CL£OEXISTiRICSER!HCE '` y ROPOSEovtAsrE 5HO%&H Oil PW15 (� 0 O
urv�E 3. 5NJITARY GRAVITY DRAIN PIPE TO BE 4 11 JCH CA5T IPOI I AT POW IDATIOH PEI IETRA11011 Al ID c) (Y ELD--ION 4-INCH Sr BON
MsrauED ev LIOENSED 4-IIICH PVC 5DP35 DOIAII I5TREAM OF FOUI IDATIOI I.
W PLuIaBlNc colmucroR N
A. I/A O'W75 5HALL BE T15TED FOR WATER TiGHT11E55 PRIOR,TO ARRIVIIJG OH51TE U5111G THE
-�oI - •.q Ta FWf O0NTROLPANEI_,MC9L ER METH OD APPROVED BY MANUFACTURER. to
_-h _ •' 3E d nsser.IBLY.ANovENT 5. THE DE51GI1 EIIGII IEEE,5HALL OVER5EE THE CWTS DURNIG 5YMEM 5TAP,TUP. > CO
G. THE OIAIT5 1115TALLER 5HALL BE UCEI I5E D.HOLD NI EI IDOK5EMEIIT FROM 5CDH5 Al ID BE A
FUJI AUTHORIZED 1115TALLER
` r EYrs satrlTaar sLacrc 7. THE DNT5 1115TALLER 5HALL REGISTER THE 011517E TREATMEIIT 5Y5TEM VATH 5CDH5.THE
na�iu ooRq Pun+PEDAND DE51GTI EtIG111EEP,5HALL PROVIDE CEKTIFICAT101i DOCUME11T5 A5 REQUIRED DY5C0H5
n- -82'- :old?+ II CP c EI.IWED PER
'•' ':�r•. S_S STN•1DARD'S 5. Nt OPERATIOII AIID MAII ITEI IAI ICE CONTRACT BMW I THE MNHTEHAIICE PROVIDER AND THE
rRX PROPERTY O:NIIER 511ALL BE PROVIDED TO 5CDH5 FOR VA ONT5 AND EVEN 5Y5TEM
O 9. A GARBAGE GPIIJDER SHALL IIOT BE IN5TALLED UP5TREAM OF THE ONT5.
3 w _ ,NAVE h !O.WATER 5OFTEITER DACKWA5H 5HALL I IOT BE FLU511ED TO PROPOSED SEPTIC 5Y5TEM
COHTRACTOR 15 RE5P011515LE TO OBTAIN TOWIJ 13UILDIIIG PERMIT5 A5 IJECE55ARY PRIOR TO
i `• N'YV1T a 11 S w o 1115TALLATIOH OF THE PROP05ED 5EPTIC 5Y5TEM.
o 0 12.THE CONTRACTOR 15 RE5PON515LE FOR DE-N'ATERIIG NID ACQUIRIIIG ANY NECE55ARY M
H. +f DC-N'ATERIIJG PEP.MIT5 IF PUMPING GREATER THAN 45 GPM GROWIDWATER 15 ANTICIPATED TO
'b_3 a i? BC APPROXIMATELY 4 7'3 BELOW I IATIVE GRADE It I AREA OF I/A OA15. Do
a 13,HOTE THERE 15 All EX15TRIG HOU5E TRAP I/A CNT5 TO BE VEIITED THP,OUGH 21NCH CAPBOIJ Z n
VENT.EUEIJ 5YTEM TO BE VENTED THROUGH DISTAL END, p
IVINNTAIH I O-FOOT 5ET13ACY,FROM TRE[5 TO CUEN.
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EXCAVA N INS ON REQUIRED F¢ o t X
OR SANITARY SYSTEM O
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!!�' BY HEALTH DEPARTMENT IAJOWTS Fuji Clean U) -
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SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
PERMIT FOR APPROVAL OF CONSTRUCTION FOR A
/ SINGLE FAMILY RESIDENCE ONLY DATE:07-02-24
SCALE:1:30
_ ENGI NEERJS CERT)FICATION RE9L'IREY. =Reclaimour'Watcr
DESIGNER:0
SANITARY SITE PLAN SUISMITP-S-OR R.A- CICRTVICATIONREF.I�O. R-24-1031 SHEET:
SCALE= 1:30 Ahwdoum ofedsdagsmitMsy3mmmaubein FoR INSPALLATION AN, GONSTRLCTIONr
0 30' 60' coufma IICC WAIT twquu im SL&mt OF IA/OATS 5 EDROOMS
empletw fomwWM.080 as proof FQR FwALAPPROVAL, EXPIRES THREE YEARS FROM DATE OF APPROVAL
�„�,�• .. .w�.. DE51GN NOTES:
-FUJI CLEAN CEN-7 FOR RESIDENTIAL STRENGTH WASTEWATER UP TO 700 Mir
of NEW."
GPD.DESIGN FOR 6-BEDROOM 660 GPD. yqP A.OOK•pq,F
t' p_t�• .�. -SECONDARY SAFETY COVERS TO BE INSTALLED UNDER ALL TREATMENT
UNIT COVERS. p
-TANK TO BE INSTALLED ON LEVEL COMPACTED SAND OR GRAVEL BASE ±sa-•_-_-__�•�•�,_ ¢
AND PROPERLY BACKFILLED PER MANUFACTURER RECOMMENDATIONS. r
O -USE WITH MAC I OCR BLOWER AND FUJI CLEAN CONTROL PANEL. a p `"ter af• - Q
® `""° ""•'^' """•"'^
a•-t• m a•-t• A DeaeT' ��•
s'-t• a'-tt• U
a'-tt• ONLY.INSTALLATION TO BE PERFORMED BY A FUJI CLEAN AUTHORIZED INSTALLER START-UP AND SERVICE TO BE PERFORMED BY A FUJI GLEAN AUTHORIZED
SERVICE PROVIDER ONLY.
FUJI CLEAN CEN-7 ANTI-BUOYANCY CALCULATIONS W/CONCRETE -
'DEADMAN • ,
MATERIAL PROPERTIES:
WATER: 7.482 GAUCF 8.34 LB/GAL 62.4 LB/CF
I I II CONCRETE:DRY: 150 LB/Cr SUBMERGED/NET:87.6 LB/CF
SECrION 8-B VIEW I—P-c'-1 SOIL: DRY: 100 LB/CF 5ATURATED:1 17 LB/CF NET:83 LB/CF FUJI CLEAN MAC I OOR BLOWER
SL'l"I'14tN A2A,�ILN t
.. 8��1 • • '�FUJI CEN-7 TANK EMPTY AT FULL SUBMERSION(6.0 FT): SCALE:ITS
I - , TOTAL VOLUME:I069 GAL DRY WEIGHT:705 U3
TOTAL BUOYANCY- 1069 GAL X 5.34 LB/GAL=8,915 LB U Q
rILawo-x PRECAST CONCRETE DEADMAN: ,'E.",
r, L1J O
Y,...a..�� �...Ie
— ' DIMENSIONS:8 FT LONG X 1.5 FT WIDE X.66 FT TALL=7.92 CF 0
G 0 aka« TOTAL DRY WEIGHT:7.92 CF X 150 LB/CF= 1 188 LB - (O z
NET WEIGHT SUBMERGED IN WATER:7.92 CF X 87.6 LB/CF=694 LB W W
a-aj "L J^a ar af
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SOIL WEIGHT ABOVE CONCRETE DEADMAN AT FULL SUBMERSION(6.0 FT): o U O 0
DEADMAN SURFACE AREA:8 FT X 1.5 FT= 12 5F r r U
® _ VOLUME OF SOIL: 12 FT X 6.0 FT=72 CF o N
NET WEIGHT OF SOIL SUBMERGED IN WATER:72 CF X 83 LB/CF=5.97G O
•IT.mw. oa -_ u' .` NI rY LB ,., ., to
t-a• "tea°� ar..«6` .,r.. ,E.
L _ M FUJI CEN-7 I/A OWTS w/ANTI-BUOYANCY AIJTI-13UOYANCYCALCULATION5:
SCALE:NTS NET BUOYANCY OF TANK:8.515 LB-705 LB=8.2 1 O LB
u¢rrRUREtK>.n mores: NET ANTI-BUOYANCY OF DEADMAN(2):694 LB X 2= 1388 LB
Fi.Frnelr n,Irn.Tva raa NET ANTI-BUOYANCY SOIL X 2= I 1.552 LB
rnu-o,.o5•v`Ivrac TOTAL NET ANTI-BUOYANCY:13.3.340 LB LB
13.340 LI3/8.2 10 LB= 16O(Y.> 150%5COH5 REQUIREMENT ""-- • ...,
FUJI CEN-7 ANTI-BUOYANCY CALCULATION FUJI CLEAN CONTROL PANEL DETAIL
FUJI CLEAN CEN-7 SINGLE LINE WIRING DIAGRAM SCALE:NTS
SCALE:1 ITS
SCALE:NTS
n
0 n
w Zz
U_
LU~ x
................................................._....................................................................................................._-_-................................................................................................_.....................................................................................................................................................10, ?> N
3-CARBQN VENT ON ELJEN GSF SYSY:EM Q
FFEL 8.5± i E I c
2T POLYLOK fi&INCH BED OF SPECIFIED SAND ASTM C-33 BELOW EUEN GSF SYBTEM }
FINCH RISERS TO GRADE; :BOTTOM OF SYSTEM SAND EL.1.
EXISGDEL6.5'± 1Dca WISAFETY GRATINGS DISTRIBUTION BO)i K Q
PROP INV 55'± F-• ¢m
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5'........................................... ......_.................... z
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IE'5DS - ...............IE ae't •.•• .
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MIN IN SL SLOPE OYAF —0-i VCS-5 hINCH PVC SDR35 BOTTOM OF SrwD3 a2
MIN SLOPE 0-F MIN SLOPE OVIF S
HEGW 1 4'± , wcH c n I I
t [ FOUR L�`ESNGTH EUEN MODULE GSF-GEOtEXTILE SAND FILTER TRENCHES SFOOT WIDE SPACED
.............RouNow.......................a s O •,. R PBCIFIEDSAtiD'F701:'AS 519CWJNCrti'PI'ANDCPAILS'IAtiiflint'2-fOOTyPRiACKFROM••••••••••......•...•.••
FUJI CLEANCEN]-MS BOTTOM OF SYSTEM TO GROUNDWATER Z SETB4CKTO GROUNDWATER SHOWN.NATIVE COVER kESIGNER:JB
ATE:07-02-24
W RECASTDEADMMF MATERIALABOVE SYSTEM USE 3'CARBON VENT SYSTEM FOR DISTAL END OFGSF SYSTEM.
CALE:NTS
5' 10' 20' 30' 40' 50' 60' 70' 80�[R!eclairn
OFFICIAL COPY SHEET:
rice quote purposes only
HOUSE SANITARY ELEVATION PROFILE uur Water
OF NEtq),q
SEED AND LOAM TO PROTECT FROM EROSION GRADE I.G.a ytPoJraA,oo °7
.IfTS.
JV .W dV4V 4V W .WSV .W w EL
GEOTEXTILE FABRIC _° fOU 5O'TEST HOIE111FORW110l1
MIN.6" "°"' SAIIDYCLAY PROVIDED 13Y HOMEPORT GEOTEXTILE SAND FILTER(35F)DRAIN-FIELD CALCULATIONS r �.
MAX 17" w CLl ELyy PROPERTY LOCATED AT O
G20 RODGER5 ROAD TOTAL LEACHING AREA: a 0e4e75
RED Sam 5OUTHOLD,UY 1 197 1. DE51GN FLOW FOR 5 BEDROOM HOME:550 GPD ROFESSIONp'
fSP51f4 DATED OG-27-2024
11. EL FUJI CEN-7:CATEGORY I I/A OWTS.SAND SOIL(SP)
7" ELJE M DULE DEPM OP TEST HOLE G O± 501L PERCOLATION RATE<5 MINUTES,APPLICATION RATE 1.2 GPD/5F
WATMIII IMNn^e c,E° EUEN MODULE GEOTEXTILE SAND FILTER:G SF/LF RATING
-.. •-. 13" RED SAIID
6 e`C I e sPS.b EL T :.^nra 550 GPD/1.2 GPD/5F/G 5F/LF=-7G.4 LF=77 LF OF TRENCH
PECIFIED$AND 9STM'G3. "n o 0 0±c-e uuEh:Ai� 77 LF/4 TRENCHES=(4)19.3 LF TRENCHES MINIMUM
Fu:CUNIfSED Ai E.
CLEANOUT ATFACEOF BUILDING WATERE11[000TEP.ED EUEN MODULES COMES STOCK IN 4-FOOT SECTIONS
aT EL 1.3± ROUND UP TO 20 LF PER TRENCH.TOTAL OF 50 LF OF TRENCH.
36
6" 2-FOOT SEPARATION TYPICAL CLEANOUT DF_TAIL TE5T HOLE INFORMATION DESIGN FOR FUTURE EXPANSION:30 LF X 0.5=MINIMUM 40 LF EXPANSION TPL-NCH
MIN. TO HIGHEST :DALE:1IT5 SCALE:ZITS' •SHOW2ADDITIONAL XP LF 1ON:8S.
qg•� •EXPECTED
GROUNDWATER TOTAL AREA:FOUR(4)ROWS OF 20 LF TRENCHES.TVO(2)20 LF EXPANSION TRENCH. LU
p 1�
w v�Iv ELJEN MODULE G5F- W O
GEOTEXTILE SAND F R ILTE DRAINAGE CALCULATIONS
- -----_- p � >
ELJEN G5F-GEOTEXTILE SAND FILTER MODULE SOIL PERCOLATION 5TATMIDIT U) z
SCALE:NTS THE SOIL TEST tIOIE BY HOYIEPORT VIGIIIEERING PC POVIID 51V SOIL AT 3,3-FOOT BELOW GRADE, LU LIJ 0
SP15lN 50IL PERCOLATES AT A RATE OF<510IMUTES PER II ICH.
" COIITP.ACTOR TO REAIOVE 3.3-FOOT±OF NATNE LOAI.1 5,VIDYCf Y.APPROXILIATELY I-FOOT BEIIEATII PROPOSED U O O
V I IEACHIIIG TP.EIICHE5 DOVAI TO 5P51V SAND AIDFILL LATH CLEAII SAIlD FILL 5Pf5W. U
�`�
IMPORTA A TOTAL OF 20±YARDS OP CLE 15N 10 FOP.BEDDIIIG III TRENCHES BELOW AC ID ADJACOIT TO ELIDI G5F O S I OIV ) 5Y5TEI.1. > LEI O
O' MIN SOIL PERCOLATION 5TATEME-NT
�OP� SCALE:ITTS
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.. ... ... ... ...... .. .. ... `^ / ...--•_- _..-•.....1........_.C>.,... DATE:07-02-24
,i a� . SCALE:1.10
DE
HEAD Lo SHEET:
DESIGNER:
J O O _ - --
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I/A 0WT5 IN5TALIATION PLAN 0 10, 2Y UNOFFICIAL COPY
SCALE= 1:10 FUJI 90°INLET ADAPTER /-,Pi,*, aV Papa _a ,
-u Reclaim caur Water
S.C.T.M. NO. DISTRICT* 1000 SECTION:66 BLOCK:2 LOT(s):3.5
HIPPODROME DRIVE
t iY N 6002 0'40 E 182.35'
2.I'S
t SHED EL 6.4 ASPHALTDRIVEWAY WV.182-13 5' --p-
A ASPHALT DRIVEWAY JVEWAR
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EL 6.0 rn
EL 5.0
EL 7.1 D-0
EL 4.2
HEDGE
PIPE
11 S 60020'40"W 166.32' '0'
S
THE WATER SUPPLY.101S,DRYDEUS AND CESSPOOL
• LOr4701"Woly t O AII0 9SERVARONS
FEMA MAP936103C0158H AND OR DATA O97AJ"OM &S AREA:13.074.95 SQ.FT.or 0.30 ACRES ELEVARCN DATUM NAVD88—-
LWAUIHCM20 ALTERA770M OR ADD117ON TO THIS SURVEY IS A WOLARON OF swnom nag or we NEW YOU swr EDUCAIMN LAW. COPIES CF THIS SURVEY
u4p morsummG THE LAND suRmms EVROSSED SEAL SHALL NOT HE CaV&DV?W TO SEA VAUD TRUE COPY. GUARANMW TGAIED HERMY SHALL RUN
'Y
ONLY TO 7W PERSON FOR WOU THE SURVEY IS PREPARED AND ON 10S BEHALF TO 7HE ME COMPANY,
COVERMADHrAL ACM AND
La"NO LVSVTUROV
LIMED HUM-W AND TO THE ASSANEES OF RE=0 ON,.GUARANX,��.NOT MWWRASLF^F=
7W W=QR DNENSONS SHO I RMEBY FRC ry L W S ARE FOR A SP=qC PURPOSE AND USE 7PERDWE 7HEY ARE
•NOT ME MED TO MONUMENT THE PROPERTY UNES CR M GWDE WE MC170N OF FE74M ADDIMM STRUCTURES0?AND OTHEI?WRO"ENM EASEgnYS
ANQ/tR SEMMACE SVMM)RES RECORDED OR UAWECMDEU ARE NOT GUARANTEED V�PHY57CALLY EMMENT W ME PREMISES AT INE MIE OF SURVEY
mRm on LOT 2 OF Ne,, CERTIFIED TO: EILEEN VITUCCI;
W OF:BEIXDON ESTATES v- 1 M. iO
FILED:MAR.16,1946 No.1472
9TuA7ED AT. SOUTHOLD
Tom, OF.SOUTHOLD
SUFFOLK COUNTY,NEW YORK '34 EMNETH atanal H WOYCRUK LAM MERV—EYING F=
P�fm Lmd Surnying end Dedgm
P.O.Bm 153 Aquabagui,New York 11931
FILE f 223-91 SCALE-V=20' DAIL,JUNE 19,2023 MYS LIS&N0.050882 F=M FAX(031)9M-16U
Matthew and Eileen Vitucci
620 Rogers Road
Southold NY 11971
Board of Trustees
Town of Southold
53095 Route 25
Southold NY 11971
LETTER OF NON-JURISDICTION
Dear Sir or Madam:
e-
Enclosed please find plans that are"approvable"from the Suffolk County Department of Health
referable to a proposed septic system upgrade for our failing system at the above address.
Enclosed as well is a check for$50.for the fee.
We need to knouv if the proposed upgrade is within your jurisdiction and if so whether we need a
permit for the worltifrom the Board of Trustees.
Very truly yours,
w Eileen Vitucci
516 697 4665
e_leenvituccLa verizoo-o-et
E0EIVE
AUG 2 2024
bb
Southold Town
Board of Trustees