HomeMy WebLinkAboutFroehlich mmlll ��
Town Hall,53095 Main Road
ELIZABETH A.NEVILLE,MMC �`�
TOWN CLERK ;�` P.O. Box 1179
w Southold,New York 11971
REGISTRAR OF VITAL STATISTICS � 'w � ) � Fax(631)765-6145
MARRIAGE OFFICERY Telephone(631)765-1800
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RECORDS MANAGEMENT OFFICER l Ulf www.southoldtownny.gov
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: Southold Town Building Department
FROM: Southold Town Clerk's Office
DATED: June 5, 2020
RE: Cesspool Construction/Alteration Application
Transmitted herewith is a copy of application No. 4845 for a Cesspool/Septic Tank Construction
Permit submitted by:
William Froehlich
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
0
ELIZA13ET11.A, NEI,L o, Tar'trcren Hall,63096 Main RO&
TOWN CLERK �, � � ' P.O. Box 11.79
rt, Southold, New York 1197.1
ARWAGE OFFICER ��� �� ��� Fax(63 1.) 766-6146 �
RECORDS MANAGEMENT OFFICER '
c� °II'elepho ne(631)766-1.8()oFREEDOM OF INFORMATION OPFIICER ��%:�� ": sou tho ldtownn.nortSwnfork net
OFFICE OF THE TOWN CL1KR
TOWN OF SCD HOLD - �I
CDurnoLD WASTEWATER DisTmcr
APPLICATION
CONSTRUCTION or ALTERATION PERmrr
CESSPOOL OL or SEPTICTAA"q
Residential g Do ._..1 ass- NCan_ esndeuA. ial 25_ ApplicationNo. ._ _.
Pennit No.
fro . t 111"11 _.._ � D ... ..._..m..
4
e __._ .. �.. .
p
Septir, an.dq Cesspool .._._. _ �� .� .. �. ...
Blief Description ofProposed Construction or Alteration_e � rp
rtIICtII ........ .,. ._ � , � ,7u �� �
Location ofProposed
Ownor Cn.f 11rop erl _....__ . t .... C... .
Ci Mailing lin Address:.
n. u_® . ... �.�. mm
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e
_.�.-.� ..��' -�..
Ovmer Propeity Addess __._... � q � ...
.. � n �.. CC
6
'
Name d phone number of s
Tax Map No: Section,.. Lot
Cross Streot
ST BE
SC " ' LOCATION
_m,U
,..II. ...� S ...I..T
.._ " � E.
.r '.. , CAT�.�..
NEW
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1/7
... alat.
Received�y:
_
J
.m
Town of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT * * *
Date: 06/05/20 Receipt#: 270044
Quantity Transactions Reference Subtotal
...m., ......
1 Septic Permit-Construct- Resid 4845 1
Total Paid: $10.00
Notes:
Payment Type Amount Paid By
CK#124 $10.00 Froehlich, William &Anne
Southold Town Clerk's Office
53095 Main Road, PO Box 1179
Southold, NY 11971
Name: Froehlich, William &Anne
6130 Great Peconic Bay Blvd
Laurel, NY 11948
Clerk ID: JENNIFER Internal ID:4845
.......... ..............
NOTES:
rev 1. ELEVATIONS ARE REFERETO 1988 DATUM
EXISTING ELEVATIONSNCED SOWN OWN THUS:— SURVEY OF' PROPERTY
C FL- GARAGE FLOOR
Yin 2. BUILUNG COVERAGE = 3,092 sq. ft. OR A4.1% OF LOT AREA SIT UA TE
(INCLUDING GARAGE & PROPOSED HOUSE)
3. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD.
FUJI CLEAN CEN-7 TREATMENT SYSIEM RATED FOR 700 GPD. LATIJRp, L,
MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA.
H4 LEACHING
FUTURE 50% EXPANSION GALLEY
u
L __J
PROPOSED 8.5' LONG x 4.75' WIDE x 4' DEEP LEACHING GALLEY SUFFOLK COUNTY9 NEW YORK
000
PROPOSED FUJI CLEAN CEN-7 S.C. TAX N®. 1000- 128-02-06
TREATMENT SYSTEM 33 5
4. ALL HOUSES WITHIN 150' ARE CONNECTED TO PUBLIC WATER„ SCALE 1 =30
5. THE HOUSE IS CURRENTLY CONNECTED TO PUBLIC WATER.
AUGUST 10, 2015
APRIL 8, 2016 PROPOSED GARAGE
!,��__QWTS..SYSTEM (NOTES) JANUARY 2, 2,,D17 ADD PROFJOSED GARAGE
1. MINIMUM I/A OWTS TrSIEM CAPACITIFS FOIR 5 BEDROOM HOUSE, IS 550 GIRD, FEBRUARY ���.. OS
, 2017 SlAKE PROPOSED GARAGE
USE FUJI CLEAN CEN,7 TREXIMENI SYSTEM RAI ED FOR 700 GPD� NOVEMBER 3, 017 ADD PROPOSED GARAGE DRAINAGE
2. A 1OFT MIN. DISTANCL B0WEEN IIA SYSTE.M AND HOUSE SHALL BE MAINIMNm. JUNE ADD PROPOSEDUSE3. ALL JOINTS SHALL BE SEALED SO TANK IS WAIER FIGHT,WASIE UCENSE PURSUANT TO CHAPIER 563 MAY 2 2019 REVISE F)ITE, PLAN
4. INSTALLER MUST HOLD A CURRENT LIQUID
ARTI(,`,s E VII Wffli ENDORSEMENI J. SEPTEMBEIR 25," 21D19 ADDED BUFFER
4A, 5. I/A SYSTEM MUST BE RE051-CREO WITH THE SUFFOLK COUNTY BOARD OF HEALTH iN
ACCORDANCE 6'O ARTICLE 19. E PROVIDER AS PER JANUARY 27, 2019 REVISE SITE PLAN
6. OWNER SHALL EXECUTED O&P CONTRACT WITH THE MAINTENANC
ARPCILE 19,
7. VENT ]/A WITH A MIN 2" DIA PIPE017' TO THE EXTERIOR SIDE RESIDENCE AND TERMINATE 18 AREA = 21 ,907 sq. ft. RECEIVED
11F, I�R;,l- ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCA111D 3 FT FROM ANY WINDOWDO0.503 ac.Zck, yyS. CTROLSSHALL BEODON THE SIDE OF TE SIDNCE INVIEW OF THESTEM LOCAIION
4� &,, 0 2
9, PANEL �HALL (NEMA) 4v 5,PECIFICAIIONS-PREVENT GAS AND MOISTURE nROM
ID.CONOU�F SHALL HAVE APPROPRA7r.' SEALS TO
REACHWO THL CONTROL PANEL' YSTEM WHICH WILL
IPPEJ) WIT11 A FUNC7TIONINC WARNING S
l.;YSTEkA SHALL BE EQU
VISUAL ALARMS THAI CAN BE READILY SEEN AND HLAIRD BY
ACTIVATL AUDIBI,E AND
OCCUPANTS Ol� THE RESIDENCE SERVIErl
1,AERATOR AND OPERATiNG COMPONENTS $HAI
1, HE ACCESS9BLE ANO SERVICENEILE rROM SUFF, C"��
ACCESS OPENINGS. C
zM
D�b VENTILATION PIPE B
0 scum so,mll E �ectntoretwt, ea 39711 — -
0 1, 396
ul. - —----
0A AcfobicConLtctFiitr�ilo. lil
go'
........ ... TION 21---
6
Disinfection Chamber
Tosil Vbionic 1069
AIR LIFT PUMP
-OI.SNFFCT10N
CYLINDER (OPTIONAL)
OUTLET PIPE
4" INLET PIP IaLrobx
SA "'c
7
jAzrabjEMvIL ate 17%
M 4�r� rIG I
_ ,p_ _pFTp. ..... as:
4' �W 55%
�AcLha �lcrytt
Btowrx.
,EFFLUENT Tank FRI,
AIR LIFT PUMP
"on
tiW
INLET t3AM,, Acces"
staawean
�,r% 'A I
g _Ti�'� =�l
j�
\01
V%
kp <D
doI ...... 2" �R INTAKE
4 RECIRCULATION Pll -FLOW BAFFI-E
(CLEANING OPENIN
(CLG)
�71 FLOW OPENING �YR
-7 41 1�1 t
cp� 4111 -3 PLAN VIEW
15 O 0 9NFEC�flON -21' MANHOLE
-YP)' moiCIYFL�JrNDER (OPTIONAL) --fLOW OPENING
18 MANHOLE Q 24 MANHOLE(TyP)
18" MANHOLE
430ARD TYPE
CONTACT MEDIA
orfIs
-4�KCIIACULATON
ASSEMBLY
Q
...........
(D
x
02
0
ACROBIC MEDIA
\-L-114 - / I I\L r I 1 v...... .,.,._
JIJILIV1
DUG BY NATHAN T. CORWIN 11 ( ro SCALE)
.,TEST HOSE, DATA,•,. o
�n
a ( �
r
'
TOP SOIL
17 T
rl a 4 pdw z
,. ..............g. 0.5' � u',�� � f.7 ; "r,!+..+ '4J" Uk "w°°�'w`� r a ,�:
ROWN SILTY SAND SM w Y I+wl a L
'11LY VS'khwsrati.awa„w +P M I d 1j,"l, .
2.5' " CD 1 Tk lOt. 1
SAI
PALE BROWN FINE TO
COARSE SAND SW1Vm,Ud � ) .4p
EL. 2.8 HIGHEST EXPECTED GROUND WATER ? GP' I�
11.9' HIGH WATER AVE AGE
EB., 1 7 OINH1 EATER MARK " R
—� 13.6' OBSERVED GROUND WATER
y
WATER IN �..�, £��� 4� P
PALE BROWN FINE TO
COARSE SAND SW L;o S�,
14' m mm C C
glfs' 'Y kai
tt
.Ortii*1' '`aa+y>rk a fir,. "'1 ,f7 t .� 'a '^" dm,,I' �� L! , a i. r e
� v,�,�._�"- •,. ��r'2. '�.���. eat
TYPICAL STORMWATER UNIT
ry
(TOPS TO BE TRAFFIC BEARING) :. �
�r N ,: �casP �xraY N''
CAST(NOT TOsCIRONSCALE)
FRAME & COVER
u
r�^
(FLOCKHART 63518 TYPE 68l O) FUST U 7eE.v . wG iLP t r 7 T.Ty
FINISHED GRADE OR 6 THICK REINFORCED CONC, COVER t I1 e L,Ol- l E
I a,. y gal x fy 03 ED
r n ^C
8" TRAFFIC BEARING SLAB _ „ �. 4..i p C �..� w d l w 1 w' I 1; .".," .,; 4 m,1
r
O Ah�t b ' .
� d I�.,w
.,.. .._ ""p""'-^-� PIPE FROM ROOF GUTTERS S Gw q W'IT J1
0"
"I�.
B .Y
� � � �' '� ��,• eC� 1"''"w d,� a � Far." ,110111,14" ... -. .. ._.......p,m.
CRUSHED 3 4 — 1-1/2" STONE �
ALL AROUND T If_4 �r � �I�I lhF PL. )�( � 1�
L x yFOR
1 ARY SYS
LEACHING RINGS
u O)
By EAI i D( r EP,T
REINFORCED . .ow.. „m ...
3' D" 4000 PSI ® 28 DAYS 3 0" N_N 4�
(�.. J
n,} 4'"... w (mina ��\5J\ a h J 1 �4 l' CaE m N
..... ..A,� , al ..
GROUND WATER
3 '4dR ACEMAEM C'ALCULAY1.
NEW ROOF AREA: 2,350 sq. ft. c� ( P aid ' .
2,350 sq. ft. X 0.17 = 400 cu. ft. 1 i wdd A� + oo�
400 cu. ft. / 42.2 = 9.5 verticel ft. of 8' dia. leaching pool required L1BI ' FO " was PREPARED IN ACCORDANCE WITH THE MINIMUM
PROVIDE: (2) 8' dia. X 5' high STORM DRAIN POOLS STANDARDS YYY STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
NEW DRIVEWAY AREA: 3,200 s ft. 'V l BY THE L.LA.LS. AND APPROVED AND ADOPTED
a FOR SUCH USE BY THE NEW YORK STATE LAND
3,200 sq. ft. X 0.17 = 544 cu. ft. � ') 1 a� " rack " TITLE ASSOCIATION
544 cu. ft. / 42.2 = 12.9 vertical ft. of 8' dia. leaching pool required
PROVIDE: (2) 8' dia. X 7' high STORM DRAIN POOLS , %OkCOD
.1AA}
S 5
24"0 COMPONENTS THIS ACCESS ONLY—,,,
20"0 HDPE SECURE HEAVY COVER BY POLY1.0'O—y„
PROPOSED SEPTIC SYSTEM DETAIL
� -
20" SAFfY SCREEN BY POLYLOC (TYP.) `»„ (NOT TO SCALE)
HOUSE _ FINISHED GRADE FINISH GRADE M
17.0' ELEV. 15.0' .......... CLCV_..,1 rD PRECrAST REINFORCED CONCRETE
en COVER �, h (T w . ",b IV ",N a k
ELEV — Y
PHR
�..m. �. . w , 0 d IP.S. Lic. Net. 51
Fy A. TOP E�3 5 1 MIN.
.... rV,l:A4hIF^iiaJy U d�Afld"d. +� Dd ,
INV. EL QED PIPE ApPROVEO PIPL" LEACHING
T L CHYNG 3' LadwAN
PITCHED 1/411/1, I A OWATS TANK �._1 min. PITCH I,/t3,/p° GALLEY GALLEY -� CAN �'�'1 I kNAI, 0i
— 1THO REZ D ALTERATION ERATION OR AGDI LION
14.1 INVERT" FUJI CLEAN CEN-7 INVERT 0 7 0 1 AR '' FO rHn SURVEY IS A VIOLATION OF I
ELEV. 1a.D TREATMENT SYSTEM ELEV 13.6 INV. EL 12.7 0 n in,
. W EDUCATION LAW. m1E NEW YO�aw� rAI}�'.
D COPII.S OF THI. SURVEY MAI' NOT BEARING
�lya HIGHEST EXPECTED GROUND WATER THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor
I v__ ELEV. 2a8' EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
...... .... .... . BOT.... ..... a
BOT. EL. 8.9' EL 9.0 — CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. saksen, Jr. L.S.
GROUND OBSERVED WATER ONLY TO THE PERSON FOR WHOM THE SURVEY
(,EAC MING GALLEY ,( ELEV. 1.1' IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S.
FUJI CLEAN CEN-7 TITLE COMPANY, GOVERNMENTAL AGENCY AND
TREATMENT SYSTEM 1. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Loyo
4 GALLEYS; 4' DEEP, (8.5'x 4.75') TO THE ASSIGNEES OF THE LENDING INSTI-
5 BEDROOM HOUSE, SINGLE FAMILYLEAN CEN-7 TREATMENT
NT SY550 GALLONS PER SAY STEM — 700 GALLONS PER DAY 2. LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-172a
USE: (1) FUJI CLEACHING STRUCTURES, SOLID DOMES AND/OR SLABS.`^