HomeMy WebLinkAboutZangari ELIZABETH A. NEVILLE, MMC o��SUFFOL�-C� '
Town Hall 53095 Main Road
TOWN CLERK �� y� P.O.Box 1179
Southold,New York 11971
REGISTRAR OF VITAL STATISTICS S Fax(631)765-6145
MARRIAGE OFFICER ,y 0�. Telephone(63 1)765-1800
RECORDS MANAGEMENT OFFICER �'O,( www.southoldtownny.gov
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD ® V � Y
TO: Southold Town Building Department JUN 1 4 2018
FROM: Sabrina Born, Southold Town Clerk's Office
BIIII.AYN0 Dim
DATED: June 13, 2018
TOWN OF SOUTHOLD
RE: Cesspool Construction.Application
Transmitted herewith is a copy of application No. 4615 for a Cesspool/Septic Tank Construction
Permit submitted by:
Charles W. Southard Jr. for Michael Zangari.
Please review the application and location map and advise if this office may issue the permit.
Please complete the form below and return it to me. Thank you.
I have reviewed the application and location map of the project cited above and make the following '
recommendations:
APPROVE
DISAPPROVE
Comments: Final approval required from the Suffolk County Health Department
Signature
V`/ o 4 8
Dated
•Ji
ELIZABETH A. NEVIL.LE �`Z` �� Town Hall, 63096 Main Roa.
TOWN CLERK ca _ P.O. Box 1179
REGISTRAR OF VITAL STATISTICSyy Southold, New York 11971
MARRIAGE OFFICER o r `� Fax (631) 765-6146
RECORDS MANAGEMENT OFFICER y�f�� s�O� Telephone(631)766-1800
FREEDOM OF INFORMATION OFFICER southoldtown.northfork.tiet
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISTRICT
APPLICATION
CONSTRUCTION or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
Residential @$10x or Non-Residential @$25 Application No. L(1l
Periipnit No.
Applicant Namee
Applicant Mailing Address ked PLO
D I\!
Septic Tanks _or- Cesspool _ A r
Brief Description of Proposed Construction or Alteration Iy[�Jll
Location of Proposed Construction/Alteration:
Owner of Property:
Owner Mailing Address: 20 C—T
Owner Property Address: t-"G
d-f Pa o�j
Name and phone number of contact person 1
Tax Map No: Section Block `6 Lot
Cross Street &P tic— AA A c,
NOTE: LOCATION " ST_
APPLICATION. NEW
CONSTRUCTION REQUIREV PAATMENT APPROVAL
Signature of Applicaur Date
Received by:
SURVEY Michael OF PROPERTY LOT AREA CALCULATIONS Michael d R°'t`lenG°for East Marlon,New cork
+; d Joseph Zangari New York 11494 Charles W. Southard Jr.
LOT 48 MAP OF Marhe,plad-10 SGTM 01000-035-06-12
CLEAVES POINT,SECTION 2 LOT AREA = 15,000 50.FT.or 0944 ACRES
FILED MARCH 19,M62 MAP*9621 BUILDING LOT AREA COVERA6E A R G N ( TEG T
TAX MAP DZ"516NATION NUM 5M March 28,2018 l��■l
DISTRICTSECTION
BLOCK LOTS ea First Floc'■1965 61 or qjC" 495" Home Road
1000 095 06 12 Sarage■652 0 or 42% Driveway At**■957 of Southold, New York 11471
EAST MARION TOM OF SOUTHOLD,COUNTY OF SUFFOLK Deck Ar"■252 0 or IN
SURVEYS )i FEBRUARY 21,201b SGALZ 1'■90' 2,247 sq,ft ■14A% Cover tograde Phone(651) 471-5228
NOTS
-ELEVATIONS ARE IN NSVD(t9b5)DATUM. `fid Floor-11414 e.f 5' Gw9archltecto tonllne net
- -- ------- -------- ---------
---------------�::___: ___= __-------------
DRAINAGE CALCULATIONS: min 6'dia. N a" recast top
area Material area run-off coef. RaWoll ■ volume ■V.F. Mw n-
House shingles lass I -.16-1 0355.11 ■7.a VIPallow 4" for
final ad ustment ❑❑❑❑❑❑❑❑0 Test Hole
Deck Area Wood 252-' 100% U.16,1 ■ 42.08■ 1.0 of O Gaeting 0❑❑❑❑❑❑❑❑0 M=Vonald 60094l&Y,0
Driveway Asphalt 4:157 100% ■.167 - 1599 ■39 ofz 0❑❑❑❑❑❑000 1/24/2016
L.andscaphs; grace 10,286 15% -.16-1 - 25-TA ■ 6.19 of �
Natural Area to Remain 1500 OAS 00 00 p dia ❑❑❑�❑0 01°LEV. Brom precast o 0❑❑❑❑El 0060 a"^
Use 8 dw.�• 42.1 &P.1v.f. ■ '7412A5 c.f. leaching � 0❑❑❑❑❑❑❑❑0 - Low OL
Use 0)8'dia.x 6S'deep 189 VA ring � BrCWn
5' collar 5, dia. Bottom f Pool _g Slit ML
of Glean
SANITARY CALCULATIONS sand 4 Gravel water level 0.0' wamaa
wrn
AIIo",*Ie Aa2Ury Flow - Swd SP
Proposed(4)Bedroor„H„ee Typ. Storm Leaching Pool
Propooed Sanitary System _11,
Septic Tarn b'dia.x 40 liquid depth ■ 1250 gallons
Leaching Area (2) b'dia.x b' deep a 25 of.of sidewall/W.■ 900.of okk watt Irwort, +125 Water In
"ace Area (2) 8'dlan 100 of area> 94.6?surface area / ,p C G at Hance b Brown Flee
/V to Medium
r1 L) �/ Faundattan I Sor,d SP
FINISHED fl.00R d«12A' t4lOCd�ebckNa� £ �8
t3+ISA' fo't1°d 19.+12 P td e+ 3 O
clear cut. 9��■ -- i El Acter coup rod
turret out txiartg ■ __ Invert+994 10.7' Below Surface
.21;two~ h,M +Sea' +to.o' to dbtrewtron aP /�✓ -��� -`��� i' `�`� 10.6' Highest expecte
�'aP tree, 4B
4'FID Cwt Prteh I/4'P • j I I I PRO}'OSED 12309a1
rM�4'dia.
�•"ww �R.�Iy
Poe - SDR-3'J pp. +75' Outlet+769' � �� �` � i •4��lf� � feptle teak
f'Itah v017 to cesspool POQI•' e _-- - Q ;011et+894,
House --
1�,� 4• Distributio�i +
BoU m+4A BOX Q
wotr Level+oo' Tank w b, TG+12.0` ------
i
g. ,.
Septic-' \ � expansion
SANITARY SYSTEM DETAIL5pod
not to.a01e i O
Note: There are no known private ---,,: �
wells w 'ithin 150' of property line. �`. P�gasED(�)9'x 44 d- 4 -�j+-' �too
tesa /
� l' hole h
Public Water Public Water
LOT 50 S56d37'10"W LOT 51 100.0' LOT 52 I VACANT e.«IIS
mre 4'
1 wooded tarffer I_ -boo=30000
0000000000 s'0olkr
1
L
0000000000 w w 4
t m
00013000000
1coMI&V«919' 0000000000
Bottom of 1'001 0 V dia.
t OAE - -
G ECT +13.41 Ground Rater a lev+0.00'
+is.79
oQ.OJ�NAROJR* �. +n ba 1 Typical Sanitary
Leaching Pool
►-•
FW- 1 0i®A -N- _ Two we no private or publk wells
L O wlthln 190'of aV part of this Sanitary 5yotem
� I
SEPTIC TANK (1)
1 +12.12 +11.06 L MIWMUM SEPTIC TANK CAPACITIES FOR A 4 SEDR40M
t HOUSE iS 1,290 GALLONS.
I 6,-dim.x 6. e'dia.x�
la'-0• 2.CONCRETE SHALL HAVE A MIMMIM COMPRESSIVE STRENGTH OF 9,000 psi
' 'deep AT 28 DAYS.
1 +14.74 ; } t22Q 1 I 5.WALL SHALL BE A MINIMUM OF 9',A TOP THICKNESS OF 8'AND A
O
I ` 0 ; ���- , I BOTTOM THi NESS OF 4'.ALL WALLS,BOTTOM AND TOP SHALL CONTAIN
CONTAIN REINFORCING TO RESIST AN APPLIED FORGE OF 300 poi.
+11+39 I 4.ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 19 WATERTIGHT.
/ +14 13,00 e I S.'�SEPTIC,TANK SHALL 13E INSTALLED AT LEVEL IN ALL DIRECTIONS(MTN
t I t A MAX TOLERANCE OF%'/1/4•) ON A MINIMLM 3'THICK BED OF COMPACTED
2 Story W/ '11.00 SAW OR PEA 6RAVEL.
:' basement --- ---- -----"-- ---- 6.A 10'min.DISTANCE EJEiel!EN SEPTIC TANK AND HOUSE SHALL.BE MAINTAINED.
C)3 propa)w I LEACHING POOLS (2
Fin.Fi. 15.0' �
+ I
t- � 1 I.hflNIM1M LEAGFtING SY5Ti3�'1 FOR A 0-4 BEDROOM HOUSE 15 900 sq ft
O I I sq.ft.SIDEWALL AREA (9)POOLS,45'DEEP,8'dia.
J N i I 2.LEACHING RU
POOLS ARE TO BE CONSTRUCTED OF PRSGAST REINFORCED
CL 1 tt1 ' , CONCRETE(OR EQUAL)LEAGHIN G,STFJXTURE•S,SOLID DOPES AND/OR SLABS.
1 I
S.ALL COVERS SHALL BE OF PFtWAST FZWOP4W C.ONGRETE(OR EAUAL).
I d_ 15tor Garag i 4.A 10'mh.DISTANCE BETYEEN LEACHING POOLS AND iNAT13t LIPS SHALL BE
Fin.F.+16' MAINTAINED.
+
I 1 +192 1090 +1100 i 1 5.AN b'min.DISTANCE BETI EEN ALL LEACHING POOLS AND SEPTIC TANK SHALL
t ' /• ---- 1.5 I 1 BE MAINTAINED.
I ISS I - Paving+12.0' I
PORCH i +IO.a! +105')
^ I t
Lo
1 Q Q I
13,UFFC LIC COUNTY DEPARTMEMT OF HEALTH SERVICES
u I w n ASPHALT
TG+Iafb -�`�`� 1230 ga DRIVEWAY PER IT FOR APPROVAL OF CONSTRUCTION FOR A
Z I N It`;+ O ; ; Q 1 � G `.0 sr4 water,
-t r6�r-�x-'e Mi 10g iI}I1
: ltyl% f
AIz9 ies1®ENCONLY
4.0d J N 0 2018Q RS
PROP T
U
LIJU 57/aAi>„ ~FT .
RO
QTGI{129 Tr'
pool !,-,DJ
et -2= - or, a OF BEDROOMSIODye �;I11 - -+1090 Paving+11.0' + 045
L.- L - - - - - - - -- - MrPIR--- R
9DATEOfAPPROV,4L
r 6 N56d37'10"E 100,0
SITE PLAN
_ eadle I'=20.0' MARINE PLACE (50') '