HomeMy WebLinkAboutStork �Og�FFOL4,
ELIZABETH A. NEVILLE,MMC �y� dry Town Hall,53095 Main Road
TOWN CLERK P.O.Box 1179
Z Southold,New York 11971
REGISTRAR OF VITAL STATISTICS p S . Fax(631)765-6145
MARRIAGE OFFICER y . app Telephone(631)765-1800
RECORDS MANAGEMENT OFFICER www.southoldtownny.gov
FREEDOM OF INFORMATION OFFICER
'OFFICE OF THE OWN OF ouT oND LER p
DD
FEB � 2018
TO: Southold Town Building Department
FROM: Sabrina Born, Southold Town Clerk's Office BUILDING DEPT.
TOWN OF SOUTHOLD
DATED: February 1, 2018
RE: Cesspool Construction Application
Transmitted herewith is a copy of application No. 4561 for a Cesspool/Septic Tank Construction
Permit submitted by:
Melissa Butler for Ryan Stork
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
�� s 7 d
Dated
C✓ c 1, /
ELIZABETa A. NEVILLE ,`Z`� Town Hall, 63096 Main Roa.
TOWN CLERK 4 P O Box 1179
REGISTRAR OF VITAL STATISTICS 01
Southold, New York 11971
MARRIAGE OFFICER Fax (631) 765-6145
RECORDS FREEDOM OF INFORMATION OFFICER yAGE MENT OFFICER ��� � ��0� Telephone(631) 765-1800
southoldtown.northfork.net
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISTRICT
APPLICATION
CONSTRUCTION or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
Residdntial @'$10 t( or Non-Residential @$25 Application No. 15(-0
Permit No.
Applicant Name—IM 0156A 8tAV-6e
Applicant Mailing Address _�,A)[�' -.�I-;
Septic Tank.= . or Cesspool
18 . f
Disc ' tion o P o osed Construction or Alteration
Location of Proposed Cotruction/Alteration:
Owner of Property:
Owner Mailing Address:
0J&J Val Am I o0ss
Owner Property Address:
Name and phone number of contact person
Tax Map No: Section 2 Block tot D I
Cross Street jk4` ado /'tW�/uc
NOTE: LOCATION MAP MUST'BE SUBAUffED WITH APPLICATION. NEVY
CONSTRUCTION REQUIRES SUR H DEPARTMENT APPROVAL
z / g
Signature of Applicant bad
Received by:
N-&WkOo-RG'�RW
N---:.G-H5oR:N6 PROPERTY
mop VEP
M,- crjjtt- A U
E
:.U E P A
P Ny A
115 0 U T H R 0 A 01%
M, EROP. COVERED PAVQI--�--
254.50' 14.0�60.0',420 5Q FT.
y FBU
N4�1(0 5-1 100T RAI--
ffi2EQ—ffiV 4: OAR OARA��STORA
5ANITARY SYSTEM:
W/ TOILET ROOM
SERVING
PROPOSED TOILET W IN
SITE PLAN B�A5ED�ON ORE .A PROPOSED 3-GAR GARAGE FIKFL.EL. 1b.7'
PECON16 9JRVT:Y: OR5,P.G. EA� 1,42b
1230 TRAVELER-5TREET JAME5PORT,W W141 I-IPOO 6AL SEPTIC,TANK AR � 50.FT.
2-b'Oxb'ED.LEACHING POOL
SURVEYED: APR.q, Iqqb
EX FAD LAST UPID: MAR 22,2011(GERTIFIGATIOW-5) SEE DETAILS,TH15 Dwo F
—)p N i /LP
DATUM: N6VD29
DATUM UPDATED TO NA\,Vbb 13Y
JEFFREY T.BUTLER P.E.,P.G.TO MEET 5GPH5 REGIMW
LOT NUMBERS REFER TO 'MAP OF MARRATOOKA JV 1Y Y t VA 5T
PARK'FILED IN THE SUFFOLK GOUNTY CLERK-5
OFFIGE ON NOV.1,I905 AS MAP No.450 C)
11 -Z a"
FLOOD ZONE FROM FIRM MAP 36I03G0482H LOT 14
P/O LOT 13
LOT 12 TE5T
1 t � A HOLE
SEE ENIfiPaD VIEW FOR
PIRDPOSID
sANiTAR-r SY5TEM "A
HINKH RESIDENTIAL
(STANDARD PE-666T-GTMTWE5)
RELOCRELOCATED 5HEE)
ATED SURFACESURFACEWATER 5 -� OF
AREA: 150 FWITHIN 300' PROPERTY
Q
Z J/
SITE PLAN — ENLARGEI
t
PBX
Pp
PROP-RTY 11 m d
I-16TER EQQL 1 30 15 0 30
150,OFf 5E
6RAPHIC 5rALE
PUBHAMop. L
POOL Ex: .
15 i
RIVAIE HH-H
SEPARATION DISTANCE RE i
IN62 3 CAR 6ARA6E W v�z SEPARATION DISTANCE REOWS FOP,
SANITARY LEACHING SI KAoFU I
Posm TOUT PDL,#1 5 SANITARY SEPTIC TANK5.I/A QW5. (RESIDENTIAL):
PUNT'STA OR MANHOLE(RESIDENTIAL), MNKH HORIZONTAL SEPARATION 015TAN
VROOI,5)
ia. 16.1, MIN.HORIZONTAL SEPARATION DISTAWES: A.13U:LDI%5 KI CELLAR=10'-0'
TEF A.EVILPINS,W CELLAR=la-O' B.BU LOW ON 5LA13=10'-0'
'h 10'-<
B MLOM ON SLAB=5'-0' G.ENJILDINS,ON PILE FOWATIL
j / P.PO�,PECKS,WXFjE CV540M
Ex.CRAva CP.HATER LINE5=10'-0'ANTILEVERS,ETC,=5'-0'
GGPCR DECKS,HOUSE OVERHANSS, CARnLEVER5,ETG,5--0-
`�07tu FROM E.HATER SERVICE LINES=10'-0'
T5'-0' F.U/6 UTILITIES=5'-0'
PROP.SAN 5T E.SURFACE WATER 0,ETLAWS)=
Z F.PUBLIC,HELL=200'-0' r7.5LIRFACE WATER(NETLAND5) 1W
H.RBLIG WELL=200'-0'
C7.PRIVATE H9-L=-5'-0*
H.RETAINING WALL MTwRooF) b'-0' d PRIVATE WELL=100'-0'
K.ROAD STORM DRAIW:VRECHAR6E 6)
G E30R:. PROP RTY 1 L)/6 FUEL TAWS=10'-0'
L.OR-SITE ORYNELLS AW ORNS STRL)
IMF R 0 V tD r,we UTILITIES=5-0'
L.ROAD STORM DRAINS=20'-0• K CATCH 80.51N5Wkl�l%ST
M.ON-SITE STORM MAIN5=lo'-O'
K SANITARY LE,ACHIINC7 POOL=&'-0'
,
)TING 5ANITAR(5�r5TEM N.CATCH BAON52(NON-LEACRINS)=5'-0" P SEPTIC TANK RW STAGREASE TR
CAST 5TRXTLFE5) 0.SANITARY LEMAN6 POOL=b'-O' OR MANHOLE=&'-V
-XI LPs F.567M TANK,RW 5TA OR M.H.=W-O'
-0'
0 Q.PROPERTY LINES=50'
go iTy Q.PROPERTY LINES=5'-0'
R.5KHMIN67 POOL=20'
5.RETAINN&HALL(HATERPROFF) IC
W 9JRFAGE HATER 0 R.5WMMlNr;p POOL=201-0'
EX�AR POR T.U16 RJEL TA ,5=20-ol
HIN 3W OF PROPERTY S.TOP OF EMBAN*lENT OR STEEP SLOPE
W HELL WITHIN 150' (15%SLOPE OR 6REATER) 25-a U.BLUFF 65'-0'
OF PROPERTY CUT T.BLUFF=65'-0' V.DECK RAMP=5'-0'
._O. R TOP OF B45AN104M OR STEEP 5L(
U.OECK/RAMP 5
65%SLOPE OR 6RE :25-0'
it s X NIA-Ep
69vrEE TO GRADE IF
DROP T'15 USED ON INLET
ur, Lie ur,
EX 2 5TY.FR OPL6
Til - �Wt
EX ELECT SERV LINELOCKINS CASE IRON COVER TO
516
GRADE
7
W%IBACK LW FROM Iq3' F1wsH®GRADE
WACE WATERS (4 13EPROOM5) cHILOCATE DROP'r
:F
MIR ACGE55 20
OPMN9 FOR
MAINTENANCE
-A r EX.SD -7 1
PEK A I
EX CC INLET ;r
--W'SETBA(K LINE OvrLET
-e- -r% WINCE WATERS
AFPROVEI? - MIN 4-0
PIPE PITCH I
r APPROVED
YW/FT-
PIPE PITCH -
FT-
Ek
'A 601K 51-AR
rn?,
OF BANK I FLON BAFFLE
TOP OF BANK EX.&AZE30
ZONE X L
ZONE X
MOOD ZONE L
ELEVATION
ITE PLAN ,_ =a 9 N
ZONE VE,EL& ZOE VE,EL&
———————— ——— ——— ——— ——
EX.IETAL 5TA o i
4
EX,vwp 1 -
25 0 50 DEC K FLOW Zow Lm
-EA Alku=-
kPHIr,9GALE I"=50'-0" 1 NE A LONIl
O
A. 0\-5-A v4AL
Al Gr 64ZE-AT FEGONIC, BAY INLET
UPWARD EDGE OF TIDAL WETLANDS
N&M.H.H.M AS DETERMINED BY SUFFOLK i ounEr
fIROWSWAL CONSULTING, IWG.ON JULY 10,2014.
OFERTY LINE LINE SYMBOL LEGEND L————— ——— ———— —— —— — - -
PRDP05W 5ANTAW 5YSTEM:
TBAGK LINE 0 WVER TO GRADE 6 X 12-K2.9 X PG.l NAW
W
L)6 -R 5ERV LINE ur.
C4'AR BELOW GRADE
PLM VIEW
%TER 5EI;mGE SEPTIC
TE5T HOLE rh TAW LEACHIN5 E)FA16ON 5EMIC, TANK IQQQ QAL,
NITARY 551ER es M7 POOL POOL NOT TO SCALE
EALTHSSV yr a
E
NORTH EA5T CORER OF TOPD BLDG
-
NEH LOG.OF RELOGATED 4 m
5HED,123k123,151 50FT. s 1
_ PROP.STORM DM 5Y5:
t
PRDP. DEDICATED TO RDOF I GYRO '
POOLPBSD PATIO RUNOFF t
EllIFT.
U5E:(1)60 x 6DP.LEACHING POOL,OPEN GOVER 4 t t �
t
WA
I %
vml _ '
�� .F `��-tee-' �--��-�' ����-� �--'_- �€` � •
ELEGTRIGAL LINE 'N
n .
I LOCATION MAP: ^ m
NOT TO 5GALE
-m ``q N
[ . , � ,,_ SANITARY SITE PLAN
r
SITUATE AT: ^ -
C ZONING DISTRICT: RESIDENTIAL 840'
MATTITUGK,NY U5E: RE51DENGE �j -Q�
PRVW'(TO REMAIN TOWN OF SOUTHOLD DATUM: NAV088
SUFFOLK COUNTY,NEW YORK
1 SGTM NO.: 1000-123--Ob-01XAPPLIGANT/OWNER: RYAN STORK W x Z LU LL-
EXIST.
EXIST.
n VEL SITE DATA: EXISTING: FROP05EP:
`YT tV AREA OF 51TE: 137,081 5F.(3.1411 AG) N.G.(137,081
(TO TIE LINE)
5.F)
£_{ MM
'WAY OF EXISTING SERVICE DWELLING 2,109 5.F. N.G.(2,104 5.F)
OM DWELLING GAR PORT 429 5.F. N.G.(429 5.F) (L
COVERED DECK 909 5F. N.G.(909 5.F) dJ
COVERED DECK 122 5.F. N.G.(122 5.F)
150 5.F. N.G.(150 5F) lSl N
RAGN/A 1,428 5.F. m
c � PATIO WA 420 5 F S
TOTAL 13LID6 AREA 419 5.F. 6,161 S.F.
B�GVRG: 0.0315(3.1585) 0.0450(4.50%)
VIEWLL
IEW TE5T HOLE ~
bO BY MILLER ENVIRONMENTAL 6ROUP 5 NC7E FAY RE510EW6E
I'=30'-0' DATED: 10-28-2011 SANITARY EM R ' T5:
GROUNDWATER ENCOUNTER AT THE MINI REWIRED SANITARY SYSTEM PER- ~�
15.41'BELOW GRADE T LK G hTY[)EpARTjxENT OF HEALTH 5ERIGE5 DIVT510N OF ENVIRONMENTAL
EL. Ib.l' GROUND LEVEL O' GUALIITY 5TANDA�FOR T� AL OF PI,-Atha A °�TRXTM OF SE*67E ENGINEER:
DI5P'05AL 5Y5TEP35 FOR SINGLE-FAMILY REWEWE5
EL.16.1'- E4.T DP OF RAN6F O'-2' ' � ,
TOP 504 (LG) TABLE 2A-MINIMUM SEPTIC TANK GAPAGITIE5: `
EL.14.I' - 12.1' DP Of:RANGE 2'-4' 0,1,2,3 OR 4 M '
5iLTY 5AND,SANS OR6ANIC,M,X NO' REQV SEPTIC T ANK STI trT�=1,000 6A 1�°11TH A MIN. AGE AREA 2l SOFT.
EL.12.1' - 10_i` N '4`-6` U5E: I,O00 COAL,5' 4-51x5'--I-I RE TANULAR IO TANK,
��BR1 a REP SANv DR 2 50.FT.aWAOE AREA
MtiP-cN t EP r_ v/ !
TABLE 4-MIN LEACHING SYS.DE5 6N FOR A 0-4 R IDENTIAL PRO GT m
EL.10.1'- 8.1' ADP N b'-8' T WA -R. MIN EACIJ1 z SYS (300 S FT FSI I AA I AREAI �
MED-F,NE 6PAAY 5AND-DRY(54 11 TO 11 FT 2 POOLS,V DSP,8` OR SYSTEM BELOH
=20'o' ISE= 2 - ` `EFF.PP LEACHING-,POOLS: INTERCONNECT A 4
-10'-0' ELbT -6.1' N 8' - 10' OO 5Q.ET-OF 1DEYIALL LEAGHINo ARES:PROVIDED 't) �A
I=V-0' 1
�r MI=D-FI:Ni GRAY SAND-DRY(5W) �, EXPANSION 5H01^W
EL/9.1' -4.1' = DP NCE 10' - 12' JEFFREY T.BUTLER,F
`� ED FINE BRN 5mv-DRY 154.
5TOPPER OR SIATABLE COVER (�
' EL.4l' - 2.1' DP of: RAN16E 12' - 14` ED PLUS �TO 6RAOE
MED-FINE BRN 5AND (5 )
EL2.1' - 0.1' op OF RANOE14'- 16 _
MED-FINE 5121'SAND-"11015T(5.0 ~
5ETfR PIPE
GNO WTR
EL. 129' GROUNDWATER EW-4-A NTERED 30•ELBOW 0
I ® 15.41' BLW 6RD LL.
N.TS.
EL.0.1'-(-)1.12' OF OF RANOE 16-
MED
'-MED-FINE BRN 5AND-WET(5H
z
OF OF RANaE
18'-20' 60'ME
MED-FINE BRN SAND-WET(SW) NOTE5. O O
EL.()1.12'-(-)3 3' I.FoR rr(s)MATED IN TRAFF� LU
FROA
EXrB60
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2.FOR U5E NTH BU9"16WC0#EGT06 C r F+-1 0 Q) _
HIGHEST EXPEGT>D 6ROUNDWATEiz® EL.5.4' NOTE:AmmoNAL CLEM OUT SHALL BE p
PROVIDED IN INTERIOR OF BIDE,NO HOU5E TRAP `[ �"�
1
SHALL BE PROVIDED PER IRC 2015,P3201.4 t e � � 11-1 r\
FIN15iED (J €
TY 'ILAL . CC
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I-1�OALL 0 1 DTIC TAT�S�c
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(BACKFILL TO BE GLEAN _
�. SAND AND 6RAVELID , `'
I 6lNei PIS � _ TY1�1 ,-� i #r` J fit'
NOT TO 56ALE -'� No SCALE O
TRIGTED TO THE �...GINAL 51TE FOR WHIGH THEY WERE PREPARED.REUSE,REPRODUGTIC : PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART,
AGIE EVIDENGE OF AGGEPTANGE OF THESE RE5TRIGTION5.