HomeMy WebLinkAboutOrlick �0�►1fFO[,��,
ELIZABETH A.NEVILLE,MMC �yQ Town Hall,53095 Main Road
TOWN CLERK a P:O Box 1179
s� 2 Southold,New York 11971
REGISTRAR OF VITAL STATISTICS p S Fax(631)765-6145
MARRIAGE OFFICER �' aQ�' Telephone(631)765-1800
RECORDS MANAGEMENT OFFICER �l. '� www.southoldtownny.gov
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD �f� D
TO: Southold Town Building Department FEB 1 2018
FROM: Sabrina Born, Southold Town Clerk's Office
BUMDING DST•
DATED: February 1, 2018 TOWN OF SOUTHOLD
RE: Cesspool Construction Application
Transmitted herewith is a copy of application No. 4559 for a Cesspool/Septic Tank Construction
Permit submitted by:
Paul Orlick
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 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
OZ �� Z.
Dated
ELIZABETH A. NEVILLE Town Hall, 53095 Main Road
TOWN CLERK P.O. Box 1179
Southold, New York 11971
REGISTRAR.OF VITAL STATISTICS
Fax (631) 765-6145
MARRIAGE OFFICER
RECORDS MANAGEMENT OFFICER p, ��� 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 @ $10 I/ or Non-Residential @ $25 Application No. 4��
I'er i t No.
_............ .......
r
Applicant Name ,, ..............
F p .icait Mailing Add fss
Sep ic Tank 1 capool
ntion -
Brief Description t.
p of Proposed Construction or Alterations ,
6ttction/ ltera.tzon:
LL
p�c�t Co�� t�� �
Location of Proposed
Owner of Prop �'•-.. _._ ...m.
C
Owner Mailing Address � a .-I-, ��
�M
w,
Owner Property Address:
Name and phone number of contact person _
Tax Ma No: D D Section �F .._ ck Lot
Cross Street
NOTE: LOCA APPLICATION NEW
CONSTRUCTION REQUIRES S RVIY W 'H 11EAJ�I"I EE ARMC IENT APPROVAL
A. `ignaftire of Applicant Date
Received by:
1EVATIONS ARE REFERENCED TO N.A.V.D. 1088 DATUM 51111E PLAN P'OR
EXISTING ELE%"—'ONS ARE SHOWN THUS,-50.019
AINIMUM SEPTIC K CAPACITIES FOR A 1 TO 4 BEDROOM OUSE IS 1,000 GALL PAUL ORLICK
1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DLEP
AINIMUM LEACHING SYSTEM FOR A I TO 4 BEDROOM HOUSE 300 sq ft SIDEWALL AREA. LOT 3C;
/Lu Z'3
0" w
1 POOL; 12' DEEP, 8' dia. CD,
PROPOSED 50% FUTURE EXPANSION POOL BLOCK F LILL S2
25!ti
MAP OF
PROPOSED 8' DIA. X 12' DEEP LEACHING POOL
ORIENT BY THE SEA
PROPOSED 1,000 GALLON SEPTIC TANK SECTION ONE
4SUITABLE SOILS SHALL BE REMOVED AND (REPLACED WITH A : EPTABLE SAND AND
ZAVEL FOR A DIAMETER 6' GREATER THAN THE LEACHING PO, L (3' COLLAR) EXTENDING FILE No. 2777 FILED NOVEMBER 21 , 1957
)WN INTO A MINIMUM 6' STRATA OF APPCE*PTABLE SAND AN[ GRAVEL.
HE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON A[ FROM FIELD ,SITUATE
,BSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
UILDING COVERAGE = 2,447 sq. ft. OR 1916Y. OF LOT AREA ORIENT POINT
TOWN OF ' SOUTHOLD
(CESSPOOL OVER 15o')
DWaLING SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000- 15-03-23
SCALE 1 "=30'.'
SWFFFOLI�-C0m%j-1) DECEMBER 4, 201.6i
L 41 r�i�ARTIVIEUNKTOF I MARCH 12, 2017 REVISE PROPOSED WELL LOCATION
PRIL 19, 2017 REVISE SEPTIC SYSTEM PER Michael Mapes, P.E.
ky T
01 �UC 10M FOR A
0i'
PF
ONLY
TOTAL LOT AREA 12,500 sq. ft.
DA 00
ONLY L
y
00 'CE'
A
011
F I sr
- q]
n., V D
F'goo o
X1
R APPROVAL
PP
;RES THREL YEARS FRONI DAT OF APPROVAL
SAP-MMI -CO
ED IN ACRDANCt tMITH BOARD OF
IVI-�-� DLTERt-IINATic,%iq D .,;r.ED
TYPICAL STORMWATER UNIT
(TOPS TO BE TRAFFIC BEARING)
ry (NOT TO SCALE)
CAST IRON INLETFF.MIE & COVER (FLQCKHART #63518 TYPE 6840)
FINISHED GRADE OR 6'THICK REINFORCED CONC. CQvEP
8'TRAFFIC BEARING SLAB_\, 1-0
1:7 PIPE FROM ROOF GUTTERS
e`-o'
I I CRUSHED 3/4" 1-1/2" STONE
ALL AROWND
LEACHING RINGS
REINFORCED PRECAST CONC.
4000 PSI @ 28 DAYS
)OL 4"—
I�STEEL 0 WOOD
-------- EXTRA STRENGTH FILTER FAHf(IC POST (-r
REQ'D. WITHOUT WIRE MESH
SUPPOIT
10' MAX. D.C. SPACING GROUND WATER
WIRE SUPPORT FENCE
8' MAX. ' 36"C. SPACINGHIGH POLE (MAX.) DP,417VAGF SI'=EM CA'CLILATIONS-
WIRE SUPPORT FENCE
1. STEEL OR WOOD POST DRIVEWAY AREA: 956 sq`. ft.
FLOW 966 sq. ft. X 0.17 = 164 cu. ft.
i+ 164 cu. ft. / 42.2 = 3.9 vertical ft. of
`t
8' dia. leaching pool required
ROOF AREA: 2,447 sq. ft.
I
24TACH FLTER FABRiI S-t Ei
_ , 2,447 sq. ft. X 0.17 = 416 cu. ft.
TO UPSTREAM SIDE OF PO'
416 cu. ft. 42.2 9.9 vertical ff. of
8' dia. leaching pool required
x
SILT FENCE ETA[LS REQUIRED: 8' dia. X 14' VERTICAL FT.
NOT TO SCALE OF STORM DRAIN POOL
4" X 6 TRENCH
W/ COMPACTED
NOTES: SILT FENCE SHALL BE PLACED PARALLEL To SLOPE CONTOURS TO BACKFILL
MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER
EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED
SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW TRENCH DETAIL
OFF-SITE TRANSPORT. (NOT TO SCALE)
HAY E _ES 2"x2" STAKES PREPARED IN ACCORDANCE WITH THE MINIMUM
(TWO EACH BALE) STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
50' MIN. BY THE L.I.A.L.S. AND APPROVED AND ADOPTED
+ ;��1- 1 - �.4,00 K STATE LAND
BY
SUCH
S
'Ei�p I.,�'T 5N
'E S1 11-�
Oq TO 8__S11fm Z i___N_TO /—GRADE FOIL �SS=:,E
NEEP StOWtNT 012 SiTE COMPACTED TIT or
j
�FAY BALES AND/OR N BACKFILL ---\ DRAINAGE �Al
SK.T FENCING _j INLET j
y V
BALES T( 13E SET
ova N IN 4' FRENCH
ELEVATION
HA 3ALE BARRIER @ INLETS
(NOT TO SCALE)
rI I,-'�-�Ay SALES AN01013 LAW N�Y.S. 'Ic, No. 50467
SILT FENMING
UNAUTHOI ;'ED ALTERATION OR ADDITION
TO THIS .RVEY IS A VIOLATION OF
fL&�LV_JEW SECTION :'09 OF THE NEW YORK STATE
EDUCATIO LM Nathcaftar%, Taft C u--,-r wi 1---I I I I
COPIES C THIS SURVEY MAP NOT BEARING
THE LANE :SURVEYOR'S INKED SEAL OR
EMBOSSEI SEAL SHALL NOT BE CONSIDERED
TO BE A U-ID
TRUE COPY.
L 42 %ZPU y W
CERTIFICA :!,
:SNS INDICATED HEREON SHALL RUN
_A'Y SALES AND/OR
ONLY TO E PERSON FOR WHOM THE SURVEY
SILT FENCING IS PREPA D. AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S.
TITLE COP :ANY, GOVERNMENTAL AGENCY AND
14S�Mt=*N'ENTAkNGF BASE OF
COMPACTED 3/4-SON_E BLEND LENDING I,TITUTION LISTED HEREON, AND Joseph A. Ingegno L.S.
OR N.Y.S. D-0,T, APPROVED RING
FILL TO 18'MIN ABOVE EXISTITO THE A !;IGNEES OF THE LENDING INSTI-
GRADE TO ALLOW FOR DRAINAGE TUTION. C RTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys Subdivisions — Site Plans — Construction Layout
CROSS SECTION PHONE (631)727-2090 Fax (631)727-1727
WPORARY CONSTRUCTION ENTRANCE THE EXI! 'I-NCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS
AND/OR :ASEIMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
(NOT TO SCALE) ANY, NO SHOWN ARE NOT GUARANTEED. Jornesport, New York 11947 Jamesport, New York 11947
ACES rNG fR 150)
AGES,�
OW
ELL0 i5p. SLC t
'OWELLi.yG
I 8`30'00„
WELL
'F
E� E
24.2
WELLrdC. EN t: rl EVT O O O
E P
-49
6 O 10 MSL p0 3 y TDO
_2 z { 14 'k `te rEPeP1r
N l: I I Or Ovr;H
o I � OIL P cT1. I
t = a oL t `"
EXC� V TiO�J INSPEC�i ON REQUIRED -4.4
o 613 SANITARY SYSTEM �. t � � a j is � ( � '�= � w 7s 3p'00 w ��
oY HEALTH, I lI O 1'74 N 85
$ f 1 O
D�1
N
l
Li
70.
LA
DEEP
c �
�E
_ L&J G r}5
fie-
E
sib ,, I ice.- i�s REQUIRED. 0 1
N11 T POR �A`. CES IFICA a D O ( - o
J
Amo
3 C
1 L 5
19 t t .
CA
. a f�V, L+�.ii" 11 `1 r` T I— F_ D
O
Z LO 1 O-
L
c=r- In
UTI 17Y
I
z � f
Vq�gi CC 4£O d. O 5' = L. � s. [ t Er"C: TANK
E � � . -'_
8°3p' POLE
I w
r 1 p �G>rr
���
I '/ACgryT
( LOT 4 _
I « .
'jp CNSL` IC-rte I
FILED IC3 r I
THE
' yAf
1 [,`N OC OFFICE OF 3 F EA, �T � DWELLING
26t CESSPOOL OVER I
I S I AS SO x `O,, 1
' _r HI FE DATA
(TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 18, 2016)
EL 23A' 0,
MANAGEMENT NOTES: F , BROWN LOAM OL _
)RK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION
- - 0,5
LS SHALL BE CONFINED TO THE LIMIT OF CLEARING =
GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. A BROWN SANDY SILT WITH GRAVEL ML I
f0 T HF COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES,
NUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF TL 17.0'HIGHEST EXPECTED GROUND mjj
VE 20) SHALL BE STAKED AT THE LIMIT OF CLEARING — _ g TEST WELL No. Ss , I �
d
)UND DISTURBANCE SHOWN ON THE APPROVED PLANS. 18' }.
LEEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS
g
S NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL �� WATER IN BROWN SILT AND ML & SM '
ED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS SILTY SAND WITH GRAVEL
BY THE SCREEN SHALL BE REMOVED AWAY FROM THE 1
TO AN APPROVED UPLAND LOCATION BEFORE THE
IS REMOVED. 28'
-0 THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES,
N000S ROW OF STAKED STRAW OR HAY BALES SHALL — WATER IN BROWN FINE SAND SP
:ED END TO END AT THE BASE OF THE REQUIRED SILT
AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES
;E MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS 34` NOTES:
kRY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS
ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. "
SLE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1.
E REMOVED AWAY FROM THE BALES TO AN APPROVED VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH
LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT
BALES SHALL BF RECESSED TWO TO FOUR INCHES INTO THE GROUND. STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH
REEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED.
i AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED AND REQUIRED PERIOD OF USE,
PROPOSED RESIDENCE. 2 SLOPE OR LESS
)POSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. I1
ED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS STABILIZE ENTIRE PILE
kVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF WITH VEGETATION OR COVER
:TNG DISCHARGED ONTO THE ROAD OR OFF—SITE.
:AS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE
WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW
ELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF `I
;iZNG. OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT,
ER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE = �3 � v � 14, \
IVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO
YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING
IED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION
VEGETATIVE
E
E VEv Ji Ei of w vi ti% �j i
E GETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA E
VE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER -
SQUARE FOOT IN SIZE
ISTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR I I 1
SS LOCATIONS WITH; THE EXISTING ROADS, TO PREVENT RUNOFF lil
R, SILTS AND SEDIM€NTS FROM BEING DIRECTED OR DISCHARGED ONTO
D. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, 1
CLEE1 CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR J
CTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD.
)!'"`STRAW BALES OR SILT FENCE
SOIL STOCKPILE
f.- - [ . r\