HomeMy WebLinkAboutBailey, Heidi & Robert
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ELIZABETH A. NEVILLE, MMC ~y~ goy Town Hall, 53095 Main Road
TOWN CLERK G P.O. Box 1179
Z Southold, New York 11971
REGISTRAR. OF VITAL STATISTICS p Fax (631) 765-6145
MARRIAGE OFFICER Telephone (631) 765-1800
RECORDS MANAGEMENT OFFICER www.southoldtownny.gov
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD D
TO: Southold Town Building Department D
APR 1l 2014 (J
FROM: Carol Hydell, Southold Town Clerk's Office
91.DG. DEPT
DATED: April 11, 2014 TOWN OF SOUTLIOlo
RE: Cesspool Construction Application
Transmitted herewith is a copy of application No. 4231 for a Cesspool/Septic Tank Construction
Permit submitted by:
Meryl Kramer for Heidi & Robert Bailey
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
® Z!
Dated
gUFFO(,~
~O~ c~Qy Town Hall, 53095 Main Road
ELIZABETH A. NEVILLE P.O. Box 1179
TOWN CLERK Z Southold, New York 11971
REGISTRAR OF VITAL STATISTICS 0 . ,F Fax (631) 765-6145
MARRIAGE OFFICER Telephone (631) 765-1800
RECORDS MANAGEMENT OFFICER southoldtown.northfork.net
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOU THOLD WASTEWATER DISTRICT
APPLICATION
CONSTRUCTION or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
No. ~ 3'
Application
Residential @ $10_ or Non-Residential l@~n$ZS _ Permit No.
Applicant Name ~'s'~T7 ) r444- r'~~
Applicant Mailing Address
r'D n ao(t I N`f I i t'
Septic Tank or Cesspool~~ 00 r
Brief Description of Proposed Construction or Alteration
Location of Proposed Construction/ Alteration:
Q ~ry7
Owner of Property: C I W 4
Owner Mailing Address: I (a yA O VQ'
F'111 G7' 0 ~0 2
l~ Vtlc
n
O` 4
Owner Property Address:
Name and phone number of contact person
Tax Map No: Section Block Lot yG _ -
Cross Street H 0, k e-~ ~
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY WITH HEAL D ARTMENT APPROVAL
J1, 1A-
Signature o 1 ant Date
Received by:
. . q .,.°•••••.,,..~....yy,ny .n vnm~awn wwn w personal property, it rs the coniredots - THE FOR ST APRVL, WORM M NOTING TQO NEER I ensure underground Ones are marked. responel6Yity-NOT the homeownses-to contact
Excavators and contractors can also submit DigNOL Having utility lines markaa pdorto ENGINEER,
C426TFMTION DOU" NTS. ANY locals requeats online, through ITIC. H you do not dying Is free of charge,
PTAELE EWAWT A5 NOTED, currently use ITIC, please can 14600-5247803 OF• -
RK WITH THE WORK OF ALL OTTER for more Information. x S~FF RE Y
T FGG
IS AND IRRESULAWTIES M Abandom,Tent ofexi-Itina saniiany s
C TY~FOF mamRE eoi7k~ ~ithdee/ y°tfm must be l
E ATTENTION aF THE PRO PRO.EGr e0~fettD WWM.~rt~m`n~t require
rlION ment Submit
'LETH.Y. asprODfi ! m
ORDER TO ASSURE A GLEAN AND -o Q
3
PON5IELE FOR SIGN-OFF FROM
SUFFOLK COUNTY DEPARTMENT OFHEALTHSERVICES ~s3IONA1-
O
OF Ott YEARUN_E55 OTHERWjE
FOR A _
UCTI
:ANTES IN HRITINS HBTH REQJE:55T PERMIT r0R APPROVAL OF CONS T ii LON
QIWLITY. ' SINGLE 1'APdILY RESIDENCE LY 1EPF92EY T. BUTLER, P.E.
ERWE L018ELTIOfFi SHALL - Y WTH THE APPLICABLE ALASMYHAVW.IIRISDICTION ,APR o 3 2014
DATE REF, NO. 4 L1(70.~
2 P BLICATM OF THE APPROVED
H
.FIRE PROTECTION ASSOCIATION -
oNAL B.ELTRILAL MANUFACTURES FOR AXIMUM OF BEDROOMS
DO INSTITUTE (
STY FR DWELLING t=
TO BE LIFTED
AND MODIFIED - GDH5 6EBW /6 ARE-As U 4
5 - z
Q-j l U Q
(3 BEDROOM) p w0 ~ QQLLcz
TEST HOLE m
Y
FROM PROPOSED SURVEY BY KENNETH M C VK (Y N O FIRST FL EL= GROUNDWATER ENCOUNTER AT po
10.4' 3.8' BELOW GRADE Z a O
ELEV. 52' 6Rta LVL = 00
~J#
~ m
DR BROWN
] ,1 0
PROPOSEDSANDY LOAM
u O
FIN. ISM o EL. 9A' ELEV. 42' ea 6W LVL = -IA' [SUFF. ECE~~ED C10 Z ILL.
m N
' v \ 6rro WTR o m LOAMY sATrD NAR 2 8 2014 ry o
EL. 1.4' CO. HF GRND LVL = -3,V SERVICE
CF f'JA51 Et4.IT[ R 17GT. z
L~
A PYG PIPE EXIST GRD WATER OEM
7306 O Q
i21' MIN SLOPE V
Pr:60 RED FILL AND TOPSOIL QUANTITIES,
ELEV. -IA' ISM LVL = -l.l' (MATERIAL TO 13E ACMIRED FROM AN APPROVED UPLAND SITE)
WATER IN i. FILL (TO 13E OF COMPATIBLE 6RAIN 5IZE AND/OR SOIL TYPE} PAGE
MEP SAND . REQUIRED FOR REMOVAL OF MSTIN6 SANITARY SYSTEM = !25 G1.YD5.
REQUIRED FOR PROPOSED EEVATIAN M ARADE W CU.YD5.
TL FILL REWRED: *7 CU.YDS.
2. TOP SOIL
REQUIRED FOR PROP05Ep ELEVATION IN GRADE _ ,60 CU.YDS.
ELEV. -4.9' 6RND LVL = -10.1'
SEPT. 5,200 TOTAL FILL MATERIAL TRUCKED IN = t107 CI1.Y05.
of 2
EXIn TI IS SA NTief~I GVGT~I Tn OL' L1CM/f~/Grf /
PER SCQH5 F=RErEEI~ITS,
ME PLAN FOR 4RER KW LOCATION (PER OHM OF EXISTMS SYSTEM
THE PROPOSED M1ETHOO OF ABANDONMENT FOR E)GSTMS TO BE REMOVED
COMPONENTS OF SANITARY FAGLITIES * RIMP, REMOVE AND COMPACT / rte
FILL As REQURED FOR NEW FOOTNSS AND FOUMDArNONS. MC11r1LA1V SET AVENUE
/
L W NSF PROPOSED STORM DRAINAGE .5Y5. No.l j. _
VERNI LLIN6 FAMILY LLG (DEDICATED TO ROOF RUNOFF) d
EROSION r rx yam, NN3LItJE6 W RELIC- MTR) ~ ~ • PLANT 10' PORT
INSTALL INLET PROTECTION PER DETAIL, b EX ASPHALT DRVWY TO BE 4 - 85L8x45 Y~3D DP BWFER Y WI1T I N/
(TYPICAL OF 4) SEE DNS No .2 O REMNW A}D REPLACED STORM WTR LEACHING 6ALLEYS DOUNpRALLOW Y NIT MO:
h PERUm 6RAvEL p
hV NTERGONNEGT AS SHOW FELLS WITHIN W FEET PASSIVELY REVE
PROPOSED STRM DRAIN4~ SYSTEM Not h DRIVEWAY, SEE DRVWY OF PROPERTY LINE `Yrq~
(QEDVATED TO TRIBUTARY I RLWOFF) SECTION'(TH15 DWG) In
PROPOSED STONE WALK
M ELM I MEARIN 100 RES. TRENCH AND DRIVEWAY DRAIN, LRE SERV TIDAL FtTt
4 NtlDE FIBER6LArf~ REINF. x I6' L6 AND REQUIRED N $ 87°05'00"ETIN6 OUTPOOR SHOWER / IpE~
FEWCE
F'ITTINGS (CONWEGT TO GALLEYS AS SHOWN PROPOSED MD N(SDE
8 - BSL bc45'WKIS DP STORM WIR LEAGHM6 GALLEYS, wft RV PPE
f INTERCONNECT AS SHOWN EL 5. OPEN CORK TDL. a LoW PT r. f ~ C IQD[j? x g2°0~
.4' a x % $ 35
1(6 SOLID COVERS AND 2 OPEN COVER) vANZtES FROM 11!
EL 5.2
x ALL
I ` JY PROP. PATIO BELOW J x X
~ PROP. 15TY ADD ?4,4' x
~ • ~ 4" 6 57
! ~ ~ : ' rE-6
EROSION CONTROL MEASURE: _ _ L? : (py2VI0U5 PAVERS)
STABILIZE CONSTRUCTION ENTRANCE PER
DETAIL, SEE DWS Not ~ `L PROP.CG D a5TEP5 R EXI5TIN6 p 9 2k203' (186.16 SFJI N
E4 ~o_4Si~ -_Lrlj' (9lWx6SDP)
roFfL.INrfi w NO WELLS NEWT 150 RAT I 2nd FL. R a REGONSTRUGT MD a10 cb,
STOP3.Ik975' i 31114
OFF PROPERTY LR6: I W ~T...... 52 Q, 3z _ EX ® : 29.4' I..... 6.1 x<1.;15' STEPS 5
FISLIG W+TEIZ1 O PR ,~h o4 G~'
. Q"51 3
s LP
~ 92.1, T. Sr
(IBR17i"~-H • • • , 89 ' 48J' PA1l0J % X %
PROPOSED I' WATER LINE TO BE INSTALLED s
ds•T4• Ip r ~a] X93.9' (EJQST. 5.TJ • ` to LAND N
Or- EXISTING GOMEGnON ' - - THE TOM OF
seev p I (70/ a EXIST fi 'To
POINT TO REMAIN env as M :1 Faro Ist FL N ` 'la IOOA (PROP 5T ~ 5 Aft e~ ~P
TO RBMN gQf" 5T .a. Y. 4T5' IEK F1Gi1` ~
PROPOSED ALTERNATE SFWAL-+K__ DSPIXA_ O Be SERV. , ( O EXIST J+ IHb' ( p'p LP O
7'.. _
.SANITARY SYSTEM FOR H16H 6ROONDWATr32 !qF~ b F9N DECK E 'q 555 (P~ x % . ~E 4 ,uU
CONDITIONS (3 BEDROOM), (OO
LISE
' Q ~ ; PROP. 2nd FL " = I e'~ 4 x x x S02°27'20' W
I - 10 m x 2b9 EFF SEPTIC TANK S~ 67.q7- , EP !3'~ y 35 I ADDITION cv I % % X 9.18'
i - 8m x 3ADP
I DI EEAGHING POOL t~' \ O
NG POOLS
4 - 8'A x 2A' DP LEACHI
50% EKf'AN510N SHOWN MAINTAIN $ Q An I~ N i.
I OT S
5% GRADE WITHIN 20' OF SANITARY SYS N 4# U - L 100043-5-6
/ 1 x % ? h A
(SEE DWG N0.2 FOR DETAILS AND CONSTR. 2 ~O - IIE-
REQUIREMENTS) N 1r '0 I / 14.2 x x o
in EL 5.1 x x :MON to
REMAINDER OF CURB GUT TO BE REMOVED EL 62
TRIBUTARY I ~ N87°05'00"W
ER051ON C/~JN1Z~ M~AV NRF, TL. AREA = 6,122 SQXF . _ EXISTING 8k12'
!A}19r Line(:a) M,I~.ST Be Inspected 13) ThQ R INSTALL AND PER DErFBJGE IN LOCATIONS SHOWN FR SHED TO BE
SEE DWG No.2' EXISTINE I AND 2 STY FR DWELLING
RELOCATED AS SHOWN
Suffolk County Dept. Of Health SNxvwles. TO BE LIFTED AND MODIFIED
52-5'00, 48 Hours In AdvamYO EX. FFL.EL. = 8.4', EX. ROOF EL. = 333' (AREA 96 SQ.FTJ
Call 852-5700,48'
MM CCI G, - In ~1
<5ENtK^L nv I r=2
SITE INFORMATION STORM DRAINAGE CALCS: 1. DRAWWb ARE NOT TO BE S ED; M-*W
SHALL BE NOTIFIED OF ANY OISGREPANGE
VOLUME =AREA x RAINFALL x COEFFICIENT 2. SPEGAL CARE SHALL BE TAKEN TO A5af
1 nT n.1969aF OF BUILDAEN F LAND: HY5DEC ADJACENT AREA OVER66EL RAINFALL = 27HR. = 0.161' g ' CONTRACTOREASTW 5wu
<
17,4178.71 5.F. LOT AREA, 17,g78.7q S.F. COEFFICIENTS: PERVIOUS DRIVEWAY = LO UMTINB ALL REa lREO B&MOADES TO
LOT AREA:
WETLANDS 1858.71 S.F. (10.3%) WETLANDS IA56.,Iq S.F. (10396) ROOF =ID C4MTPXTM
20 5.F. feq 7%) LANDSCAPE AREAS = 0.20 41 NO MIT ERIAL rt 5rnuA
UPLAND LOT AREA, 16,120 S.F. UPLAND LOT AREA, ENGINEER PRIOR K TO 133E cE of M
r Ti1fJi~ .".n A ,i, Al_C SYaTFM NO.I 5. ALL MATERIALS S ARE TO TO BE NEW AS AS SPEC
FIXTURE5 OR USED MATERK5 ARE
r.xf5TIN& LOT C.O) RA : (DEDICATED TO ROOF Rllr10FF)
DWELLING W/PORG 6. BESRALCON1RnCTarSIwLLCaDRa14
PX15TIN6 LOT <<r/ERA~iE: LDING FOOTPRINT = 2,130 SOFT. CLNTRAI. CO , Ala BUMDIN6 40F W
S.F. 8UI TED AND i
2.2 30 AM BE RYiPEC
5
HE5 d SHOWER , -
. '
S.F. 2.130 X 0.161 - 355"11 6MATERAWTERSIALS AND CWLL OLOR MATCHES OR On
PORTION OF SHED: 57 S.F. DWELLING NI/PORGHES d SHOWERr 2,57230 S.F.
228? S.F. (14.276) PORTION OF SEED: 1400 5.F. VOLIR~IE REQUIRED =3555..11 T. ALL M !1 GU.FT. ADDITIONAL GowAMATION SHALL BL B
ASPHALT DRIVEWAY, (4) 4.15'H X 851-.6 X 5' OP LEACHING ADDITI N& FOR APPROJAL PRIOR T(
PROE05M I !nT (•1X~RA~~F~ _ 3,687 S.F. (22.8%) GALLEYS = 0. ALL FUME RSTFWTla 5 SHALL BE FOW
- VOLUME PROVIDED 384 CU.FT. q. REMDJE ALL DEBRIS AT Ela OF EACH W
FRONT PORCH d REAR STOOP M81 KEPT ENVIROM•ENT.
LOC E L REMOVED, -140 S.F. PROP(25M LOT GO t STORM .-.e w 1ye,gF SYSTEM ND 7 10. PLIMBPY AND E.EGTRICAL GO MWTOF
FRONT D SHED LOCATION, +3q S.F. (DEDICATED TO RUNOFF WITHIN TRIBUTARY 1) BUILDING DEPARTMENT UPON COMR.ETO
FRONT STOOP E ADDITION, +151 SF-, EXIST. PoRvW ORCH TO BE REMOVED, -1,400 S.F. PERVIOUS DRIVEWAY = 1,359 5Q.FT. II. ALL WOM SHALL BE eUARNOM FOR A STOOP +31 5 F. FRONT PORCH d REAR irnED. ALL CONTRACTORS 54J1 SLew'
"TEPS REAR STOOP, I Ate APE AREA = 4183 561 FT. FOR FINAL PAYMENT.
2 368 S.F. 114.1%) TO SH BE ED REMOVED, LOCATION, -140 +39 S S.F. FAREA = 6,122 SQ.FT. 12. ALL MATERIALS USED S KL BE OF FIRE
TOTAL OAS. ELEGTFX, . ~R EWER, POWER. HATER A
PROPOSED
PROPOSED FRONT STOOP d STEPS:. +158 S.F. Is. OAS , O OR IN
PROPOSED FRONT ADDITION, +38 S.F. 1,33q S.F. ORVWY) x 0.16'1 x 1.0 = 225.6 G),FT. ~~~E , THE rW II EAL IN
PROPOSED REAR PATIOS +187 5.F. 4,155 5.F. (LN056P) x 0.161 x 0.20 = 15b.15 GU.FT. IN DO
PROPOSED REAR STOOP d STEPS, ! +81 S.F. VOLL)MER l~ 5 3b2 35 CU..FT. GU.FT. M. P n~ AM i rOt~ 2 650 S.F. (16.4%) (8) 4.75'H X 851-6 X I.5' DP LEACHING GAL.LEY5 fNFPN. tERS LAeoRATOwE5.1
! _ _ A'EOUATION 0-+W, AMERICAN NATION
VOI-UME PROVIDED = 384 CU.FT. 14. ALL ARE* LOJ ATED SEAKNW OF THE
MDMfD OR OTHERWISE DISTLRBED.
Iilb'
T T~iA DS f°
~ , ~ (MINIMUM) ~ ~ ~ '
t2 2OD
L G.I. COVER TA. SLAB
MAINTAIN 5% MAX. ELOPE o ~ EL--&P 0 E0,61' 1
FROM EDGE OF ° GJ. DOVER /
SANITARY 5YSTEM GUT 20' o GI COVER / /
FINPL GRADE a IN EAGH DIRECTION
20 P821METER EL =.b&3 AS.=1417. 4 DIA PVG PIPE FLOW Lllf
EL. 563' (MIW
A . = A 8.05. I= b.4' IE=631 !
Ib.lx y E , M FLON IOA' PITCHED 0Ye" / LF.
LT IE.=6411 125'= OJO' MIN SLOPE 10' DA 56'116 TANK
® EL. 5.4' LP. (1 OF 4) D.L.P. t7 OF U 0 N BA. TANK = 8.3.4'
3~ USCG DATA WELL No. 516'1&3.2 z
z 801 OF POOL = 3.4' SOT OF POOL = 3.4'. HIGHEST RECORDED GROUNDWATER ° 1.56' T
AND 6RAVEL -0' GROUND WATER E.. IN OBT HOLE) ~ -
PROPOSED SEPT I G SYSTEM DETAIL
NOT TO 5GALE