HomeMy WebLinkAboutKatona � �-oo
ELIZABETH A.NEVILLE, MMC o�fFoc
O Gy Town Hall,53095 Main Road
TOWN CLERK P.O.Box 1179
Southold,New York 11971
coo
REGISTRAR OF VITAL STATISTICS Fax(631)765-6145
MARRIAGE OFFICER �,y ��� Telephone(631)765-1800
RECORDS MANAGEMENT OFFICER O,( �`� www.southoldtownny.gov
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: Southold Town Building Department D L��l �/
DD
FROM: Sabrina Born, Southold Town Clerk's Office APR 1 7 2010
DATED: April 16, 2018 Bir Dyr-T.
RE: Cesspool Construction Application TOWN OF SOUTHOLD
Transmitted herewith is a copy of application No. 4601 for a Cesspool/Septic Tank Construction
Permit submitted by:
Frederick Weber for John Katona.
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
' r
Signature
Dated
ELIZABETH A.NEVILLE a`Z` Gey Town Hall, 53095 Main Road
TOWN CLERK p P.O.Box 1179
H a Southold, New York 11971
REGISTRAR OF VITAL STATISTICS
MARRIAGE OFFICER • Fax(631) 765-6145
RECORDS MANAGEMENT OFFICER y?fol �aO� Telephone (631) 765-1800
FREEDOM OF INFORMATION OFFICER southoldtown.northfork.net
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 @ $25 Application No. �
F A t Permit No.
Applicant Name t lG� VVwi�vz
Applicant Mailing Address �l tM vPL
Septic Tank or Cesspool
Brief Description of Proposed Construction or Alteration
Location of Proposed Construction/Alteration:
`J
Owner of Property: �'M'-�
Owner Mailing Address:
Owner Property Address:
Name and phone number of contact person
Tax Map No: Section Block ��j Lot 6
Cross Street WV��
NOTE: LOCATION MAP MUST #E SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SUR Y HEALTH DEPARTMENT APPROVAL
411LS
Si ature of Applicant Date
Received by:
�-
a sr . tui " s cwt° kaS$
nr�f i ��t4 ". "�l; lt:+" OCT' 2,017
,• APPRp�IAI r7TAM P S
7wnloyl i f �+ as ro I1 y t tttt �'� %1 �- SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
iSIJIFFPERMIT FOR APPROVALST T U
1 ... _ ._ Fr SCALE finch 40ft
O I.o Lo jq
SINGLE F/4>rfii4�f t-totnE � SINGLE rAfAILY RESIDENCE ONLY
1 45Oft to anhasset Avg Pre-existing septiC system LG•
to be abandoned) F�IOlF MU°RPFIY CARS R 61 �� o
u j
5- DAT`T oOYs _ # ATE i ,5, r, o) r
S �
-
4/ APPROVED ��
T BEDROOMS
MAXIMUMF
W _ ,. FLOOD ZONE s BFL= AE-7 t
EXPIRES THEE YEARS FROM DATE
.1<ft �' [ EI4_'Sft eA � ~ i9 tetl 'aaOtt . C until
� . � E7 5
TO LOT 9F 1000-�43-0519 aPP
,� SCTMN1 l•q15.o's N!!O SUBURBAN Rt Nt_�kdAL LLC �
f �*^ OCT
to ,r • w �w m 2 5 1 - I.-
—,
VACANT LOT � 19 ate r''�� 1 �V8
;date
xd
FoUnd _ r
° m
31:
w - MacDonald Geoscience 2
E( 5.1 ft -,b.. -_ R Q a�gr7
VACANT LOT Zo Test Hole Data Sheet -
SINGLE FAM l�_Y W - E( 5_
Location Greenport -v
IEt:?� G - I
rtloiF R-a H sASLEY °�4 � �- -- - FLIt PLANS Lot SCTM 10 -43-05-0'5 ,, �
E
- e 1/27(14 Time 1515hrs , I
, Dat ��.
t ELZ7-�a�
E. Crw-'l Ec.�•'ta* �," -- ! 3oB srxC
Eck„
Er: E1: 3 E' _•6 +S,I _ mmt Qs- 'iC'eT so 2 0
, ..._......_� -._. � Mixed sand, loam and gavel
61Aw°ac, o c- Z M -► is-s� yy sand
.e V
SYSTEM-NOT TO SCALE � 6
T
i ELEVATION'1!'# --► -
+ r• ala �' sand r•a`
{ � Wt�r N['N I3C0"�w"Tl ��" _....�.._.� .°
Irl a cr rda�with SC I-lealttl Standards(fig 10)
Septic tank capacity_ 1233 galls,tall die Water in brown fine to medium sand
6'a° ss1 1 +." ext and I opsoil x Ott da"a I ar 2ft high FIRS I LOOR-E L 8
y Leacdiing�face are,. � * ,�.._
Pr�Xa ting hovsehnras[e s stem to be demolished Rg �ulr at.a o aaw�ri as an t site A—
rooms I ria a soil t tu�ratit`�� - '-f- Water encountered at m«>�.a ��d
To be
ed
Build single(amity home with up to 4 bed rooriis l tr
4.5ft belov�r grade
Build�septic system
.�to tom.... ..
' �. �'o of r; ra�watwl�e grain�'e and!or soil type .,
( 4Q Nona-cl �IorEtV
rning lot Topsoil y [m�, ,
t- con Fill to r ce existing system Y tz S a
t re--egs I gat $r !s 60 cu yards t
Setbacks 40 t front and 501t rear.sides 15ft and 20 � 60 w yardW.s o
F-dt(or new system te„ &0w yards RRev 5 ev 4 0012 14 Renew ant9 Transfer to,l Katona thew sole owltt�r A � � � S ��
r ated
lot e��l
L(A 26.113 sq K l r R Ph p Prated
vVeftan„1 ui ed I t Rev 3 0 10511 Health delft comments ncor incorporated
corpo r O
2.043 sq ft sem Rev 2 04119114 Lot 1^9 details removed,local ma revised
24,073 sq fl " ;
tJpt r its lmgxovvwe�d lots are ymits m.n e*d to S w . --
- s Rev 104119114 Wetlat1412111�4iolt added
sir clue ' ' lots r connected, 129114 Drawing neat Initial submission
InAper Rous house and-garage 2240 sq A 9.3%'° t s 4 Rev 0 01.
et
l ooracrete path 790 sq ft 3.3% LEG D .. Project. 160 Inlet Lane,Southold, NY
. Local L 1
P " di reway 1476 sq ft 6-11% SS F is atni
stary system r CTM :1000-43-05-05
do 510 sq.R 2.1% _ S LLC Sole member: Mr C. M. Ryall SS�t
1 Improved vErr.s � -
is Job she SECOND FLOOR - EL 1�' �
La�.. bandoned .
° To be a Pool
� dist pod ReferencelbSurve RNathan� Corwin LS dated 011°10114
I house Taft C 1
t'ia�sed stn.aaxres
p
t"4- ovs corxarete path atm 3300 fl 13.7.6 V Vacant no well °
and gar
57e sq fl 2.4% - Title. Permit APPIIcatlort Site Pian
Pecvious driveway 1100 sq ft 4.6% Septic Tarmac -Suss
t� s Patio ° stq sq n 2_t°l° � Robert Barratt PE, 4295 Vanston Road Cutchogue, NY 11935
P tear rw wwatef run-off off tic R I<eadtrtg pod - rtbarratt@optonline.net
yrs strtrciur ® Reserve- G �.� P�wL Tel 63i 734 230 email robertbarratt@optonline.net-F 1 flan 6� ca„
t es 16.1 °@t_o =o_ts1 s `E These plans are art instrument of the service and are the property Of
file design
per � structures 6.7% g o_6 =0-040 D%4 Drywet DR Oiri�ng Room professional whose seal is affixed hereto_ Infringement,, will be prosecuted to ills fullest
.d uplands 772% @ 0-05 =0.039 H13 Half 6attt Et.- 4-S'halt runoff coefficient =0.240 _SGWA water serviceLaming extent of t#me law�r`. Contractor shall verify all field. Conditirerts and dirtaensia�ns and he
n arofessional assun'tes no liability fair
Pad rainfall intensity=2in124hrs =0.17ftl24hrs - L solely responsible for field fit_ The desig l
*vveaten`24 073
XS0.240 cufcld x ell x4�t26U 244 fls -,Elevation cads br ry as delineated Chat ioornn QtIHDA(10 �ENTr ofnissions due to unknown or unforeseen field conditional and or additions base
d upon
cu �_ Itw Cons s twund4a17 14 5 roan en suite (NO UY1NG SPACE] y as revisions to these plans.
comments not formally acknowledged
. frustee non-turf buffer bounda