HomeMy WebLinkAboutIsagella, Joe & Barbara
ELIZABETH A. NEVILLE
TOWN CLERK
REGISTRAR 0],', VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
"Cfr;-'i ":,
I.' \~ . , \ \ OFFICE OF THE TOWN CLERK
\ i " ~ '. i
\ . JUL \ ?. D.J \ TOWN OF SOUTHOLD
TA:'-;;:2;~~uilding Department
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FROM: Michelle L. Martocchia, Southold Town Clerk's Office
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765,1800
southoldtown.northfork. net
DATED:
July 12, 2006
RE:
Cesspool Construction/Alteration Application
Transmitted herewith is a copy of application No. 3614 for a Cesspool/Septic Tank
Construction/Alteration Permit submitted by:
Liso Construction Corp.
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.
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I have reviewed the application and location map of the project cited above and make the following
recommendations:
APPROVE
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Comments:
DISAPPROVE
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Signature
{) '7 /13 /o~
Dated' /
ELIZABETH A. NEVILLE
TOWN CLERK
REGISTRAR OF VITAL STATISTICS
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER
FREEDOM OF INFORMATION OFFICER
Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971
Fax (631) 765-6145
Telephone (631) 765.1800
southold town.northfor k.net
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OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOUTHOLD W ASTEW ATER DISTRICT
APPLICATION
1\ ",
CONSTRUCTION or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
Residential@ $10 /or Non-Residential@$25_
Application Nu50 I L.(
Perm.it No.
Applicant Name L_ I .oS <) C- l/ ...... '> '- c. '-' .tL P .
Applicant Mailing Address ? -:?>uy-- '-\: ~ct. 1 A~s-l";:r, N.Y 119'17
Septic Tank10r Cesspool ,,/"
Brief Description of Proposed Construction or Alteration
;;z. I-L l> SL" "" ~ ....1 A j) b -:it P ~
Location of Proposed Construction/Alteration: \ 8' 5';; L.v.;. s"7 v 'E:~ Oil. -l-'l &"Z\:,T~.Ao=
Owner of Property: J;;>e~ ~"lU-"'/.l....._ is 1~~sL{..A
Owner Mailing Address:J:{. '1. v..... ~L,... v ~<-i ~T
\=2 "~d__t--~ Gi3_I.G-4-, f-i.V. {fb70
Owner Property Address: I J!? ':;-.::J \,A./~" -;: ,./ ~ G ....... (> ~
)--1 .".. ~ \\ v C--I<<' t N.Y. l ~ q 'f I
Name and phone number of contact person ~~lL '<..(. L( 5/9 -b"3 1-Lf.qQ -'-ff'.>-cl--
Tax Map No: I (I /7() Section I () 7 Block 0 7 Lot 0 6
Cross Street ~ Q.,) - ~ D-. ~"D.
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL
~7-:~ ~ 7~..vb&
Signature of Applicant Date
Received bY~-,jry~j)YT.fS=:t
. -----.
SUFFOlK COUNTY DEPART.'JlENT OF HEALTH SERVICES
PERMIT FOR APPROVAL OF CoNSTRUCTION FOR A
SiNG!.': FAMiLY Res DP;CE AND
"'-"---'--~."'_._'
DATEb-l4-Of, H.S. Ref'. No. fu~
APPROVED "
TOTAL MAxIMUM BEDROOMS
EXPIRES THREE YEARS FROM DATE OF APPROVAL
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N/O/~ONIS
CAROLYN BoNIS
CAESAR
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NOTES:
1. PROJECT ADDRESS: 1855 WESTVIE
2. ELEVATIONS ARE REFERENCED TO
EXISTING ELEVATIONS ARE SH(
3, MINIMUM SEPTIC TANK CAPACITIES
1 TANK; 8' LONG, 4'-3" WIDE, 6
4, MINIMUM LEACHING SYSTEM FOR t
2 POOLS; 6' DEEP, 8' dio.
@ PROPOSED EXPANSION POC
@ PROPOSED LEACHING POOL
W PROPOSED SEPTIC TANK
5. THE LOCATION OF WELLS AND CES
OBSERVATIONS AND/OR DATA aSH
6. THE EXISTING SEPTIC SYSTEM SHAI
FILLED WITH CLEAN SAND AS PER
~
HOUSE
'.FL .:ill&:
PROPOSED SEPTIC SYSTEM DETAIL
(NOT TO SCALE)
PRECAST REINFORCED COHCRETE CCMR
BURIED " DEEP min. 2' DEEP max.
3' CLEAN
SAND
COllAR
tN. EL
48.6'
INVERT
ElEV. ~
FINISHED GRADE
ELEV. ~
24~dio. lOCKING, WATERTIGHT & INSECT PROOF FINISH GRADE
CAST RON COVER TO GRADE REV. ..50..9..'
WIN. 4" dio. 3
APPROVED PIPE 5
PITCHED 1/8'/1'
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INVERT - .
ElEV. ~
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CROSSOVER
9OTlOM . ~~ P1PE ~ CI!,'
ElEV. ~
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8' . ~ "
4 . '"
(TEST HOt
MIN. 4" diQ.
AI'PRO\IED P1PE
PrrctiEO , 4- ~ "
SEPTIC TANK ( 1 )
8'
BOTTOM
ElEV. ~
I l~
I.Y\ ..
'3W\
GROUND WATER
[LEV. ~
1. YNIMI.HA SEPTIC TANK r.NW:f1lES FOR A 1 TO ... BEDROOM HOUSE IS 1,000 GAlLONS.
, TAN<, 8' lONG, "-3"" WIDE. 6'-r DEEP
2. CONCRETE stW..l HA.VE A. MUtMUM COWPRESSIVE S1RENG1li Of J,OOO P8i AT 28 ~YS.
J. WAll.. THCKHESS Sf-Wl... BE A WINIMUM Of J-, A TOP THICKNESS OF 6" """D A BOITOlA THICKNESS Of 4".
All.. M.LS. EIOTTOW AND TOP SHAll CONTAIN REJNFORCING TO RESIST AN APPUEO FORCE OF JOO pst.
.... AlL JOfNTS SHAll BE SEALED so THAT THE TANK IS WATERTlGHT.
5. TIE SEPTIC TAN< SIW.l- BE INSTAlLED AT IEIEl IN AU. OlRECl1ON5 (WITH A 1olAX. TOlERANCE OF * 1 / '"J
ON A WINlMUW J~ THICK BED Of COWPACTEO SAND OR PEA GRAVEL
6. A 10' min. DfSTANCE BETWEEN SEPTJC TNfl< AND HOUSE SHAU.. BE MAINTAINED.
LEACHING POOLS (2)
1. MINIMUM l..L'CHING SYSTEM FOR A. 1 TO 4 BEOROO~ HOUSE IS 300 sq f1 SIOEWAlL.6,REA
2 POOLS; 6' DEEP. 8' dio.
2. lEACHING POOlS ME TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR lQU,
LEACHING STRUCTURES. saUD DOMES AND/OR SLABS.
3. All COVERS St-W.L BE OF PRECAST REINFORCED CONCRETE (OR EQUAL).
4. A 10' min. DtSTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL Bf MAINTAINED
5. .~ 8' min. DISTANCE BETWEEN All LEACHING POOLS SHAll. BE MAINTAINED.
6. AN 8' min. DISTNlCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL Bl MAIN fAll
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SURVEY OF PROPERTY
SITUATED AT
MATTITUCK
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-107-07-06
SCALE 1 "=20'
JUNE 17, 2002
AUGUST 18, 2003 UPDATE SURVEY FOR DOCK
JULY 7, 2005 ADDED PROPOSED ADDITIONS
JANUARY 12, 2006 ADDED TEST HOLE, SPOT ELEVATIONS
& PROP. SEPTIC SYSTEM
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AREA
= 13,559.11 sq. ft.
0.311 oe.
CERTIFIED TO:
BARBARA ISABELLA
JOSEPH ISABELLA
EXISTING LOT COVERAGE DATA
DESCRIPTION AREA X LOT COVERAGE
HOUSE 1.055 sq. fl. 7.78X
fRONT STOOP 33 sq. fl. 0.24"
DECK W ISTEPS 134 sq. fl. 0.99"
WALK 85 sq. fl, 0.48X
DRIVEWAY 715 sq. fl. 5.27"
TOTAL EXISnNG 980 sq. fl. 14.76"
PROPOSED LOT COVERAGE DATA
DESCRIPTION AREA " LOT COVERAGE
HOUSE 1,055 sq, fl. 7,78X
RIONT STOOP W ISTEPS 100 sq. fl, 0.74"
_ _ _u._~ --
'" DECK 380 oq. fl. 2.80"
0
.-. STEPS 67 oq. fl. 0.~9"
EXIST. DRIVEWAY 715 oq. 11. 5.27"
TOTAL PROPOSED 980 oq. fl. 17.08"
i DRIVE. MATTITUCK
~' ASSUMED DATUM.
N THUS: 2Q!)
; OR A 1 TO 4 BEDROOM HOUSE IS 1.000 GALLONS.
,7" DEEP
:1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA.
POOLS SHOWN HEREON ARE FROM FIELD
~ED FROM OTHERS.
- BE PUMPED CLEAN AND EITHER REMOVED OR
:.C.D.H.S. SPECIFICATIONS.
TEST HOLE DATA
DUG BY McDONAl D GFOSCIENCF ON OCTOBER 17, 2005)
EL 50S
0'
BROWN SILTY SAND SM
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PAlE
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EL 35.9'
14.6'
WATER IN p~ BROWN FlNE SN<<:l SP
'7'
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B~O
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PREPARED IN ACCORDANCE WITH THE Ml'NIWUM
STANOAA:DS FOR TrTlE SURVEYS AS ESTABUSHEO
8'r THE UALS. AND APPRO\€[) AND ADOPTED
FOR SUCH USI: BY THE NEW YORK STA lNIl
TmE ASSOCIATION.
U>WJ1HORIZED AllERAllOtl OR AIlOOlON
TO 1lIS SURVEY IS It. \I1OlATlOH Of
SEClION 7201 OF THE NEW YORK STATE
EllUCAllOtl LAW.
COPIES OF TltS SURVEY MAP NOT BEARING
THE WID SURIIE'tOR's INKED SEAl OR
EIlIlOSSED SEAl SHAll NOT BE CONSIDERED
TO BE A VAUO TRUE COPY,
CERTIF'CATIONS INDICATED HEREON StW.l.. RUN
ONLY 'TO l1:E PERSON FOR WHOW THE SURVEY
IS PREPARED. AND ON tiS BEHALr TO THE
TIllE ~. ClCJ'o/EIlIMHrAl AGENCY AND
LENDING INS1TTIJl1DN LJSml HEREON, AND
TO THE ASSIGNEES OF _ LENl>OIG INSl]-
TUllON, CERT1F1CAllOtlS ARE NOT TRANSFERABlE.
THE EXISTENCE or RIGHTS OF WAY
AIlD/OR EASEMENTS or RECORD, IF
AllY, NOT SHOWN ARE NOT GUARANTEED.
Joseph A. Ingegno
Land Surveyor
Title Surveys SubDMsions
PHONE (631)727-2090
OFF7CfS LOCATfD AT
322 ROANOKE AVENUE
RIVERHEAIl. New York 11901
Site Pions - Construction Layout
Fox (631)727-1727
WJUNG ADDRESS
P.O. Box 1931
Rivemeod, New York 11901-0965
22-222D
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