HomeMy WebLinkAboutTriolo ELIZABETH A.NEVILLE MMC Town Hall,53095 Main Road
TOWN CLERK r2 P.O.Box 1179
W
Southold,New York 11971
REGISTRAR OF VITAL STATISTICS �f�
�°° r -, Fax(631)765-6145
MARRIAGE OFFICER aTelephone(631)765-1800
RECORDS MANAGEMENT OFFICERo
FREEDOM OF INFORMATION OFFICER www.southoldtownny.gov,��,� ^
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: Southold Town Building Department
FROM: Southold Town Clerk's Office
DATED: December 7, 2020
RE: Cesspool Construction/Alteration Application
Transmitted herewith is a copy of application No. 4921 for a Cesspool/Septic Tank Construction
Permit submitted by:
Robert I. Brown Architect,PC for Joseph Triolo
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:
Signature
Dated
ELIZABETH A. NEVILLE ' Town Hall, 53095 Main Road
TOWN CLERK P.O. Box 1179
REGISTRAROF VITAL STATISTICS
Southold, New York 11971
RIAGE OFFICER �^" Fax (631) 765-6145
RECORDS AGEMENT OFFICER Telephone (631) 765-1800
FREEDOM OF INFORMATION OFFICER "+ southoldtown.northfork.net
OFFICE OF THE TOWN CLERK
TOWN OF SOUTOL
SOUTHOLD WASTEWATER DISTRICT
APPLICATION
CONSTRUCTION or ALTERATION PERMIT
CESSPOOLor SEPTIC TANK
Residential @ $10 or Non-Residential @ $25 Application No.
Permit No.
Applicant Name l
Applicant Mailing Address y ._. ... _
�..._..
Septic Tank. ,—or Cesspool
Brief Description of Proposed Construction or IM'ati,oji
..... ��. �_
...._.................... ..
Location of Proposed Coiistructioii/A teration:
Owner of Pr-operty: "" -� °� 7. ,��. ......_. . .. .
Owner Mailing Address:,
_ .. s
Owner Property Address'.. X 67
-.
Name and phone n ber of contact "w )
Tax Map No: Section Block [of
Cross Streets �,' y
NOTE: LOCATION MAP MUST BE SUBMITTED WITH A-PPLICATION. NEW
CONSTRUCTION REQUI S SURVEY 'N"A? 11t 11 :L T
f ": _ ...mm........ .
lgiulk ure ot ppl' 1It Date
Received by: _
Town of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT * * *
Date: 12/07/20 Receipt#: 276685
Quantity Transactions Reference Subtotal
1 Septic Permit-Construct- Resid. 4921 $10.00
Total Paid:. $10.00
Notes: 70.-10-54
Payment Type Amount Paid By
CK#2064 $10.00 Robert, Brown Architect PC
Southold Town Clerk's Office
53095 Main Road, PO Box 1179
Southold, NY 11971
Name: Robert, Brown Architect PC
205 Bay Ave
Greenport, NY 11944
Clerk ID: JENNIFER Internal ID:4921
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330 GAL/DAY / 3.25' (GEOMAT WIDTH) / 3 (CAT 1) SURVEY OF PROPERTY
33.8 LF REQUIRED {
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coMMUN� MAP OF
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03 .0014 DATUM AV S
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HIGHEST EXPECTED 1.5
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SCT 1000-70-10-54
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CONSULTING ENGINEER
4.0' COARSE SAND AND GRAVEL (SW) ILAXIIISDAC0' 5 I"
94 STEUBEN BLVD., NESCONSET, NY 11767
_....... rt -7209
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— , ISI L YEARS rROM OA IT OF APPROVAL (516)
317
TEST HOLE DATA . O _ _ REV:DATE- 7-18-20 S DRAWING N0.
for price quote purposes onlyo _
N.T.S.
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�� MIN. 24- LOWM GRADE ' 7V as �_... _ 1
PROVIDES W AT DISTAL 127.0 [3,226] EXTERIOR LENGTH
END , (TYP.) 1" Sch_ 40 PVC Distribution Pipe I OLItV..Ir..1..
"ORIFIC HOLES @ 18.O,C.
zmu_II:T — — $3 TOP VIE
r 3(16 GeoGuard Orifice Shield PROVIDE SECONDARY
SAFETY- _.. 4 3. COVERS (TYP).....- .10.2 [260] FREEBO D TUF-TITE EF-4
18" MIN. 4' EFFLUENT FILTER
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COMPAOTMENT '
ALL.EXCAVATED TRENCHES TO BE FILLED WITH 2'MIN.BANK RUN SAND 13 6 WrAa Baps(Lar")15 CUFr
12 2 raALo -d Ud
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GEOMATS AS SUPPLIED BY GEOMATRIX SYSTEMS LLC"
211�irr�srg�. I'Y
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.Twn'rn'50puzm SECTION A-A'
k'... NOTES:
IT ISW[ 3 0 I r A~'My h—
FLOAT � H 1.ALL DRAWING DENSIS IN INCHES[MILLJETERS]OR AS NOTED.
LOW L.EVEt 5 , Pw r�
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ukauraiar�. 2. EXTERIOR OF ACCESS OPENING UD INCLUDES THE FOLLOWING WARNING IN
z 1 LII—r ar1ar..Fwu pbq,Caan4zu It lto ENGLISH.FRENCH E SPANISH:"DANGER DO NOT ENTER:POISON GASES."
""j 1.. iG'M"wq ,, karup 1 3. TANK MARKINGS WILL INCLUDE:MANUFACTURERE,MODEL NUMBERUOUID
DFOER
FLLOIGAT. y(. „IT„IT,,.-2, 1�,_, __. CAPACITY,DATE OF UFACTURE, IMUM BURIAL DEPTH,INLET,AND OUTLET.
Y�LOW) 1710 OTY. TIV 4. THE TANK MAY BE BACKFILLED WITH SUITABLE.NATIVE SOIL SEE INST TION INSTRUCTIONS FOR
q� GUIDANCE.IF THE NATIVE SOIL DOES NOT MEET THE INSTALLATION INSTRUCTIONS GUIDANCE THEN
CO PMIEL DISCHARGE PUMP I . .. P .. BACKFILJ JNc SELECT MATERIAL WILL BE REQUIRED.
(CLEAR) 5. MAXIMUM BURIAL DEPTH IS 40 In[1,2191Mn].
PU P
RETURN PUMP N_TS. 6. MINIMUM BURIAL DEPTH IS 6 In[152 mm].
POWER -.........._, 115 VAC 7. MUM VEHICLE LOAD 15 4,5004b[20*N]AXLE LOAD.
S.TANK IS FOR NON-TRAFFIC APPLICATIONS.
115 VAC (BLACK) 9.AIRSPACE 1S 16.5%.
20 AMP
RECIRCIJL1'aTE PUMP 10. OUTLET TEE IS COMPATIBLE WITH EFFLUENT FILTER.
115 VA 11.INTERIOR LENGTH TO WIDTH RATIO IS 2.3:11110.64NCH INTERIOR LENGTH I
(RED) 51.74NCH INTERIOR WIDTH-2-3].
12 FREE VENT AREA BETWEEN TOP OF BAFFLE WALL AND BOTTOM OF TOP BAFFLE
�I
SLOT IS 39.7 In'.
SING', IU�g I WIRING DIAGRAM 13.BAFFLE WALL THICKNESS IS 0.31 In tB mm].
IM.T.S
............
N.T-
for price quote purposes only
PROVIDE SWEEP ELBOW AT DISTAL
EXIST. RES. END OF PSD. (TYP.) Reclaim 03urWatlelr
F.F. EL. 8.88 INV. EL. 6.00 — —INV. EL. 5.90
GROUND ELEVATION 6.6
INV. EL- 6.5
....... — r 25” HEAD HEIGHT
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SEPTIC TANK TREAT
MENT TANK GEO T E 4.5 e a
GEO T DISCHARGE ,r���- ,,„ DANIEL • 7
INV. EL. 6.25 ..... Q d ,
INS, EL. 5.65 3 ROW 3° MIN EACH �
II
HEIGHEST.EXPE EXPECTED GROUNDWATER ELEV 1.5
—_—. — r 94 STEUBEN BLVD., NESCONSET, NY 11767
SAN�I (516) 317-7209
1,1,9 ,,"` C 05 .
DATE: 7-18-20 SCALE DRAWING NO
REV: -20-20 1 AS NOTED 2 OF 2
9-1 -20