HomeMy WebLinkAboutHerrmann r°s✓ d
/? �I III�W IIIINII �;r
lw,��
ELIZABETH A.NEVILLE,MMC ��i'uu Town Hall,53095 Main Road
TOWN CLERK � P.O.Box 1179
Southold,New York 11971
REGISTRAR OF VITAL STATISTICS �` ro � ,;Ii, Fax(631)765-6145
MARRIAGE OFFICER IS Telephone Telephone(631)765-1800
RECORDS MANAGEMENT OFFICER I Ui � ��� www.southoldtownny.gov
FREEDOM OF INFORMATION OFFICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: Southold Town Building Department
FROM: Sabrina Born, Southold Town Clerk's Office
DATED: September 15, 2021
RE: Cesspool Construction Application
Transmitted herewith is a copy of application No. 5065 for a Cesspool/Septic Tank Construction
Permit submitted by:
Barbara Herrmann.
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 �_mITITITITIT
Comments: Final approval required from the Suffolk County Health Department
Signature...
Dated
Town Hall 63095 Main Road
ELIZABETH A.NEVILLE >
TOWN CLERK R0.Box 1179
Southold,New York 11971
REGISTRAR,OF VITAL STATISTICS
MARRIAGE OFFICERFax(631) 765-6145
RECORDS MANAGEMENT OFFICER y �� 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 or Non-Residential @$25 Application No.
Permit No.
Applicant Name __........
Applicant Mailing Address
(
_or Cesspool
p Description� P sed Constniction or Aitei ton
Se tic Tat�lC
Brief
of Proposed
Location of Proposed C01,stt coot/Alteration:
Owner of p:r°otrert `,..m��« �.�°
Owner Mailing Address:
L 1-5
Owner Property Address:...� . � '" .._..__
117
TM
Name and phone number of contact person s k �. mm ....
_...
Tax Map No: Section
90 Block Lot
Cross Street LAkf1 __r
NOTE: LOCATION MAP MUST BE SUBMITTED WITHAPPLICATION.
CONSTRUCTIONSU VEY AR',r E TA Ply.
pry 4,p yIp'
OVAL
Lei 7 P � A��� � ,,, ,,, �s fi �..m✓ N
( 4 ignallta�re of Applicant Date
Received by: ........................... ..... .
........ ..
69
40� SURVEY OF PROPERTY
� �
A
T SO UTHOLD
N U/G. PR 12,
TO OF SO UTHOLD
TANK" � v.c�s
f/p 4.5 �- .. . �o ,mow .. o �: .; : YM. - yy � SUFFOLK COUNTY, N. Y,
'"M W� ft.:C 'a.d'x.Y ' rP� 1 "9 i J-rj 8 ON
A y' q q 8 ry .4 p 1000-80-02-16
.V N,w% k.� qV O v R1.Y, bu ..s '.
a, ., a Wg . ,7;a��" ° -. SCALE.
1'=30'
(Awl ,
FEBRUARY 25, 2021
ST HOLE r" oL
✓, * m.. APRIL 14, 2021 (PROPOSED)
ELw tits a
coF, JUNE 8, 2021 (REq "SI TNS)
� �r G
JULY 26 2021 (RE9tJSIONS
.LP 2. LOT COVERAGE I a � �° - ,
! x
"Wy — .�M.� N°w a 6 SCS. �.„
20 � TOTAL AREA- 17150 SQ.FT
.. EXISTING COVERAGE
HOUSE do PORCH 1.445 sq.ft. STH DATA
in 1,445 SQ.FT. •w: McOONAL 1GEOSC1ENCE"
7 AREA OF ' " 10 m ` a " °
12021
EXISTING SEPTIC _
1445 17150 0.084 8.4.$
Q 1'12'_ .. DARK BROWN LOAM OL
4 •3' -
PROPOSED COVERAGE 0 o":i I w ° BROW SKTY SAND
ap
_ r • � -�
20. ROPOSEC J t .,.
2,;� HOUSE & PORCH 1,829 SQ.FT �r"v k•'" 3'
/ FLOOR ADDITIONI 1.829 SOFT. �.� � HIGHEST ERXPEC7PD
GROUND WA TER BROWN f7NE 70 MEDIUM SAND SP
C 0 1,829/17,150=0.106 f0.6X � w� EL 2.5'(NAVD) ---'-
/ ...-.,......,.._......,_....._....,.... - EL 1.9' 10.3'
<
RAIN RUNOFF CONTAINMENT.•
.�,� WATER IN BROWN f7NE TO MEDIUM SAND SP
HOUSE Wl TH DECK =1,707 SQ.FT.
/ 11 0 T 1,707 x 1 x 0.17 = 290 cu.ft.
290/42.2 = 6.9 VF 17'
SEPTIC DETAIL,,? GRADING PLAN SCALE 1"=20' PROWDE 2 DWs. 80 X 4' DEEP NOM WA 7M ENOOUNTERED 10.3'BELOW SURFACE
Connected by Gutters & Leaders
HOUSE _SLATE OR OTHER
F.F. EL 15.3' SUIT E COVER
PP'ER END PLUG L PROP.COR.
FINISHED GRADE TO EL-18.7'
�.• iwfi.� � -te�� ��L.0 v�O sw"" -sii...� � 19.5
� I -----. 56 � r
COVER TO 1• MN " err 71 w,,lllI�Fit
FE< 8"40. �pI' ��" *:f r
F DROP "1+ B / 7 MAX MAX CHMNEY Q `I 0.4'S. 24
C E;w OUT USED ON l
',. 6 AIIN.
, . ._.._... .. ...
LOCATE T
I.E. ACCESS OPENtdO FOR R
11.7 -_.... ..
—=
9 MT" __ M INTANCEOv
I.E. 1D -- _ .— — _¢— W U/G. PROP.
Ir 1H ., TANK �" .0 ,
2� OR 11.0' 1/9'per "in a C . . . P err O
1.1.5' I.E �."—
18'
'� ils /7 S
I'll
E lJWA.�—Fff FITS a 4 ao D T 1
1rs FOOT 2 a I
DEPTH1 D zT � 109 + ° ' � O Q.�+7.4'
FLOW CINE ilp ;Y C,�tI G v � 3. ST kI CB °�y lI ��l (' � r YGIFIANT
2S CLQ.
( x4• ) Q 3 Q. 2 o
-- -}
_. ._... ...8_ ...__.... ........._. . �, II! �
9!y'
+ 6.5'
4 MIN. .
DIAMETER rh PC
��...w,. .... .. .........../.... 2.S'_�NVD
HIGHEST EPECTED GROUNDWATER Comp
mw ) �
(\/
a&0011-11- MATERIAL TO BE CLEAN SAND & GRAVEL AREA OF 1C e�r� o R "w OF 1 Y. �`
+ EXISTING TIC EEL-1 � tL2r w 1SE "BE O •
E ` , x11, ) ®J
1 25�Q,m_QAI. ON CYLINDRICAL SEPTIC TANK DETAIL I�FTAII�.�.. P .4
PRCII�� EEO
1 A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST mq ' 2nd FL A4 DI N, .�
CONCRETE BOTTOM AND 3 INCH WALLS
2. 8 FEET IN DIAMETER BY 5 FEET HIGH APPROVED - DW PROPOSED PROP
REINFORCED PRECAST CONCTERE SOLID RING. 18,� PROP.COR. PORCH COVD.PORCH ly
3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH L '1'S- _ HPT1cIOF BE 1R STF
uunnecreu Uy UU((ers OC Leuuers
HOUSE SLATE OR OTHER
F.F. EL 15.3' SU RALE COVER
PER END PLUG EL, PROP"COR.
FINISHED GRADE TO
CASTING EL 14 0 19 5s EL+�,8.7'
mm TO CiiADE
7" Co
_. rs . _. .. ._ ri � � � �rlu'".1� 1.� X69" ��
vEft To i Ibli�i17� llrk 111 �11s 0
c
DROP T 6 ✓ r7 MAXCHIM EY [11� II ' 0.4 S. ryOUT ED ON NET
I.E 10 DT ATE DROP UNDER
6'AIIN. �R
11.7 W .� t7- Sr�ACCEACCOPENrO FORMAINTANCE 0) -Z
. ^J
—. � r "...m U STANKR()P. "
I.E. 6 1° _ 136 00,
`'00 PFE OR J +HK C DIA CLASS 1E° I/n-per root rain I.E.
9'" �
_�fA ENT PITaE7 d 5 O
oFECTEFM T pihh M p do P� I . Ea r L O P O 0 � 7 .
1/4 PER FOOT 4` EFFECTIVE dm 200 pipe or pool YC7RAH'7
c
3.5- _S� 00 / � r
1 LEACHING P6US Q EL 1 " �
Flow UNE Illi ' ' CLEL.
3mm (80 x 4 DEEP) t w8#� + 6.5.
�4' � ,� "-�``^-. ''�",.� � "•h�,y' ��, t
Y L" L� gyp. . " w W 4 `ie` s w,, r,� 4�,. wyp
-°- Ae _ s N
k ; lu wE C a O C "91, x74 1 II
8'.... ouwE>ER p �ml� lrl1GI h� �( _ ,� m
HIGHEST EXPECTED GROUNDWATER �o. 2.5' (NAW) �/ ". w.w ti`. S 1 Ya.`P° ORCH�-- 0 CIV
PART OF 1 STRY.
BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL ('?' AREA OF
EXISTING SEPTIC qe
EL-1 w ti {ESP w H' TTT BE REl6ft //
E e °)
12.50 GALLON �'YL..LN.DR.ICAI. SEPTIC .TANK DETAII.�, �.�..�. -.. �
7475 " PROI�OSEO -a �
1, A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST 2"d FL AIDS
CONCRETE BOTTOM AND 3 INCH WALLS "-
OW PROPOSED PROPOSED
2. AN 8 FEET IN DIAMETER BY 5 FEET HIGH APPROVED p-� �^"`^-� PORCH COYD.PORCH
REINFORCED PRECAST CONCTERE SOLID RING. 16.4 PROP"C R.
3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH `' 16" " �- I4MM BE RENIIOVED
4. DROP T S MUST BE PINNED OR OTHERWISE FIRMLY
THICK SLAB TOP IN LAWN AREAS. END FE ^, r (OT 2J
nor
ATTACHED. � 7 28 .,.
GO
5. LIQUID DEPTH MUST BE 4 FEET. N69 48 LO
4 ' ( UT1LP` EC14 Q
SLATE OR OTHER STOPPER END
SUITABL COVER OR PLUG
407-0 — EN FE, II
PROPOSED' SEP77C SYSTEM
(4 BEDROOMS) � T 2g �
[3
BACKFILL IMATERIAL COURSE SAND AND GRAVEL AST CONCRETE �(3HCOLLAR)ING S SEWER P�PE�-°°- � 1531 cam° r
[111,250 GALLON SEP77C TANK. EL�w N /,V, Q"P1�5.0' CI-EL
Wq + 121'
Existing septic system to be removed or WYE
Fled in to SCHD specs. CLEAN OUT DETAIL
NTS
NOTE: ALL ELEVATIONS ARE REFERENCED TO NA VD'88.
=MONUMENT
0 HF ,
1 = PROPOSED CONTOURS
- -
� w
LOT NUMBERS REFER TO "MAP OFF REYDON SHORES, INC' y " I
f7LED IN THE SUFFOLK COUNTY CLERKS OFFICE ,
w
ON JULY 1, 1931 AS MAP NO. 631
u '
� � Y�'
wS. LIC. NO. 49618
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ONS P.C.
('' 'EC77ON 7209OF THE NEW YORK STA 7E• EDUCA77ON LAW. '
'T ON 7 9—SUBDIVISION 2 ALL CERTIFICATIONS
! AS PER SEC71 20 (b31 a FAX (631) 765-1797
HtnCON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IFFT
P.0. BOX 909
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 774E SURVEYORAREA=17,150 SO"' 1230 TRAVELER STREET
WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 20-086