HomeMy WebLinkAboutSavarese, Richard & Joann ELIZABETH A.NEVILLE, MMC �� r/y Town Hall,53095 Main Road
TOWN CLERKo= P.O. Box 1179
COD = Southold,New York 11971
REGISTRAR OF VITAL STATISTICS p • .F Fax(631)765-6145
MARRIAGE OFFICER 'y� ��' Telephone(631)765-1800
RECORDS MANAGEMENT OFFICER J0 `1►a www.southoldtownny.gov
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: Southold Town Building Department `,
FROM: Carol Hydell, Southold Town Clerk's Office P 1 0 2014
DATED: September 10, 2014
RE: Cesspool Construction Application
Transmitted herewith is a copy of application No. 4260 for a Cesspool/Septic Tank Construction
Permit submitted by:
Mark Schwartz for Richard & Joann Savarese
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
Dated
o�oSUFFoc�-�o
ELIZABETH A. NEVILLEoZ` oy� Town Hall, 53095 Main Road
OWN CLERK P.O. Box 1179
T
W Z Southold, New York 11971
REGISTRAR OF VITAL STATISTICS X11
Fax (631) 765-6145
MARRIAGE OFFICER Oy �•�C
RECORDS MANAGEMENT OFFICER �f 0 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 t./or Non-Residential @ $25 Application No.
Permit No.
Applicant Name /C C
Applicant Mailing Address I V X/
Gv 6 l /
Septic Tank or Cesspool ✓
Brief Description of Proposed Construction or Alteration /4F�_� 7"�s ,_A'1�
Location of Proposed ConPI/CIf
ction/Alteration:
Owner of Property: � ✓�
Owner Mailing Address: 2 7Jp0 L/o o e G l p
Owner Property Address:
Name and phone number of contact person
_�: 7Tax Map No: Section Block Lot '7.
Cross Street
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY-WI EALT ARTMENT APPR VAL
Signature O\f Applican_T�j Dat
Received by:
MAY - 2 RI IONS:
HEALTH
DEPT. 06iLIsn0,0
SUFF CO. HEALTH SEWCES
NO WELLS V'i'i: x` ":.:a;� RA9I. yj� \\ O
wI
150' ?i
. OF SEPTIC
2
lb
a A9°2 Q •.yam3.
'!•
DEVELOPED ,r \
Puauc WATER b A S E M E N T <<,
EXISTING SEPTIC TO BE REMOVED000
AND FILLED PER SCHDS REQUIREMENTS
V
a a5
�b
S 31°1'30" E 164.6' 2 \ N a M
�\ :
DECK _T7_. .__ O cye O eo
ti0 V tiOv D.W 'i 4� ! L• ° 'i aL � i-� w
1 STY.HOUSE �_ \, l t0 Q
EXISTING F.F.
EL 9.8' NO GRA OR `
P°RT.AuvTOAflwV" '� RKBEVO
ANY CONSTR ON b(�
PROPOSED HO '`O"'
CONSTRUCTION DyMPSTE �: °F.oNsnu�Tia+ F.F.EL 14.0' ® EL 2?/ �O ONE
TO REMAIN ONSRE FCM
DURATION OF CONSTRUCTION ]�( 7 �� rl WM CLEAN FILL
65%SLON
NST<M ® °
o 10
L 40 W 16I.I21 EP �,
D
z s Y�D'OaTEE`+�' w
'top RVALL EP
1
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CO b
BULK� wool)\fl E q W g L K AT P� NO WELLS �
W
OF SEPTIC
x
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O
O D) ON OJETSBALES
Sn-ADDAWRIFO�HAYBALESANDSILTFENCRKPRIOROIMMEDIATLY'� SEE ATTACHED SPACIAL C Q 5
N AFTER BACK FILL M CONSTRUCTION AREAS NEAR PROPERTY AND ZONE LINES.HAY CONDITION
D I TIO N
NNDiCFM
AREES AS ND Tow SILTFENCERECBJIRINGTEIAPORARYREAMAL TLYAn ILACCESS/SERVICE GRADtNG PLAN AND/OR PLOT P
ARFASTOWORK ATEMUSTBE NOFHDRALESANDSLT FENCING MUST
HAVE EA TRE PROTECTION ER MAYBNTR AND SILT L DEBRJG MUST BE PLAN
r/',
MAINTAINEDUECONTRAT ALL TIMES DATA.TIMES DURIAL NG
CONTRACTOR.ALLDWRI CONSTRUCTION PROPERTY L V1
` MUST BE AGE ON A DJ AT ALL TIMES DURING LIFETIME OF TEDTOOM WORK
\ ANY DAMAGE ON ADJACENT PROPERLY S A STREET DUE FENCING.
CONSTRUCTION WORK FROM
CONSTRUCTION(INCLUDING HAY BALES AND ALT FENCWG,CONSTRUCTION W
EIR ASS.WMPSTERS.ETC)f THE RESPONSIBILITY OF GENERAL CONTRACTOR TO
RSITE PLAN o
REPAIR REQUIRED.
"°5a SCALE: 1" = 20'-0' a
OF SEPTIC
GRADE:EL 9.0'
OO
. O
SCTM# 1000-37-6-7. 1
PALE BROWN FINE SAND \
SP
C)
SUFFOLK COUNTY DEPARTMIENT OF HEALTH SERVICES 0 A CA
PERMIT FOR APPROVAL C) CONSTRUCTMNI- A , �
WATER IN PALE BROWN FINE SAND ^? E:
�, M
SP SING{E i+, mi Lf R S'7ct-:CE INLY
' SEP r 4 2+014
DATE
DRAWN: MH NIS
WATER ENCOUNTERED 7.5'BELOW SURFACE A f
c'Bti E. pp ow:C . [;(.l, SCALE: I"=20'
A
TEST-HOLE DATA 7013#:
FOR MAXiMUI�I 01= EDRQOMS April 21,2014
DATA SUPPLIED BY:McDONALD GEOSCIENCE SHEETNUMBER:
BOX 1000,SOUTHOLD,NY 11791(631)765-3677
EXPIRES THREE YEARS FROM DATE OF APPROVAL
S- 1
REVISIONS:
HEALTH 06/04!1010
FIN.FLOOR oErr.
EL.14.0'
• A FINISHED GRADE: MIN.GRADE: 13 BTMIN.GRADE:
EL.9.0'-10.0' EL.9.5' - EDROOM HOUSE(ALTERNATE DESIGN) EL.8.6' �•
HOUSE o; IN .L.: a E INV.EL.:7.6' 6 9 E
_ - _ 21.0_. .� _
10.0'
INV.EL.: APPROVED PIPE INV.EL.: N, d
_ snp•
a: 8.0' MIN.PITCH: 7.5' . INV.EL.: APPROVED PIPE INV.EL.: c o0 o Q
1/4"/F-0" 7.0' MIN.PITCH: 6.8' N
1/8"/i'-0" LEACHING POOL o 00 LEACHING POOL o
SEPTIC TANK INV.EL
MIN.2'TO HIGH �y ? 8'-p"j', ?' �''',' 8-0" 'y',' '• 2'MIN.CLEAN N
>* SAND COLLAR
GROUNDWATER �.-, e
GROUNDWATER a
EL 1.5
a Q '
U
PROPOSED SEPTIC SYSTEM DETAIL y
N.T.S.
SEPTIC TANK SEWER LINE REQUIREMENTS AI
NOTES: NOTES:
1).MINIMUM SEPTIC TANK CAPACITIES IS 1000 GALLONS. 1).ALL SEWER LINES SHALL BE A MINIMUM OF FOUR INCHES IN DIAMETER. <,
2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 2).THERE SHALL BE A LENGTH OF CAST-IRON SEWER LINE EXTENDING THROUGH THE W
• 28 DAYS. FOUNDATION TO A POINT A MINIMUM OF TWO FEET BEYOND THE FOUNDATION WALL.
U
3).WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 6"AND A 3).THE SEWER LINE FROM THE BUILDING CAST-IRON PIPE TO THE SEPTIC TANK AND F
BOTTOM THICKNESS OF 4".ALL WALLS,BOTTOM AND TOP SHALL CONTAIN TO THE LEACHING POOL(S)SHALL MEET OR EXCEED COMMERCIAL STANDARDS
REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. CLASS 2400 SEWER PIPE,OR ASTM STANDARDS FOR PLASTIC SEWER PIPE WITH A rn
MINIMUM SDR 35 RATING. a
4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. Q
4).SLIP-RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST-IRON
5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A JOINT. a
MAX.TOLERANCE OF+/-1/4")ON A MINIMUM 3"THICK BED OF COMPACTED
SAND OR PEA GRAVEL 5).THE SEWER LINE FROM THE BUILDING TO THE SEPTIC TANK SHALL HAVE A MINIMUM
PITCH OF ONE-QUARTER INCH PER FOOT AND A CLEAN-OUT OR MANHOLE EVERY
6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. FIFTY(50)FEET.
6).THE SEWER LINE FROM THE SEPTIC TANK TO THE LEACHING POOL(S)SHALL HAVE A SCTM# 1
MINIMUM PITCH OF ONE-EIGHT INCH PER FOOT.
LEACHING POOLS 7).SEWER LINE TRENCH(ES)SHALL BE FIRMLY TAMPERED.ALL BACKFILL SHALL BE FIRMLY
TAMPERED BY HAND ABOUT THE PIPE.THE PIPE(S)SHALL BE SECURELY CEMENTED AT
NOTES: THE POINT OF ENTRY INTO THE SEPTIC TANK AND LEACHING POOL(S). .Ql
1).MINIMUM LEACHING SYSTEM IS 5 POOLS;2'DEEP,B'DIA. O
8).THERE SHALL BE NO BENDS IN THE SEWER LINES TO THE SEPTIC TANK.IF BENDS ARE x z
2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE UNAVOIDABLE,THEN.FOR BENDS WITHIN THE FIRST TEN FEET FROM THE HOUSE U
(OR EQUAL). FOUNDATION,THE SEWER LINE SHALL BE CONSTRUCTED OF CAST-IRON FROM THE
HOUSE FOUNDATION UP TO AND INCLUDING THE BEND.LONG SWEEP ELBOWS SHALL Q�j O'2
3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). BE USED AND BENDS SHALL NOT EXCEED FOURTY-FIVE(45)DEGREES AS MEASURED cn
ALONG THE AXIS OF THE STARTING PIPE.FOR BENDS FURTHER THAN TEN FEET FROM p Q
4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE THE HOUSE FOUNDATION AN APPROVED MANHOLE COVER OR CLEAN-OUT SHALL > 'n W
MAINTAINED. BE INSTALLED. N
5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL 9).ALL SEWER LINES SHALL BE STRAIGHT.WHEN SECTIONS OF PIPES ARE USED,THEY
BE MAINTAINED. SHALL BE OF THE SAME MATERIAL AND CONNECTED WITH COUPLINGS OF THE SAME
MATERIAL.THE COUPLINGS SHALL BE SECURELY INSTALLED AND WATERTIGHT.
6).A 10'MIN.DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE DIRECTIONAL CHANGES THROUGH THE USE OF APPURTENANCES MAY BE PERMITTED
MAINTAINED. IF ABSOLUTELY NECESSARY. DRAWN: MH/MS
SCALE: 1"=2Y
10).WHEN USING MORE THAN ONE TYPICAL LEACHING POOL,ALL SEWER LINES FROM JOB
THE DISTRIBUTION BOX TO THE POOLS SHALL BE SET IN THE DISTRIBUTION BOX April 21,2014
AT THE SAME ELEVATION. SHEETNUMBER:
5-2