HomeMy WebLinkAboutEstrada, John *•.
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F.LI7ABETH A. NEVILLE,MMC To�vn Hall, 53095 Main Road
TOWN CLERK P.O. Boa 1179
� Southold,Ne�v York 11971
RGGISTRAR OF VITAL STATISTICS Fax (631) 765-6145
MARRIACI�OFFICER �� � Telephone (631) 765-1800
RECORDS MANAGL'MENT O1�I�ICER �vw�v.southoiclto�vnny.�ov
FRGEDOtvi OF INFORMATION Oi'FICER
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: Southold Town Building Department
FROM: Sabrina Born, Southold Town Clerk's Office �.
DATED: September 9, 2016
RE: Cesspool Construction Application
Transmitted herewith is a copy of application No. 4422 for a Cesspool/Septic Tank Construction
Permit submitted by:
Michael Kimack for John & Kori Estrada
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.
* * � * � * * * �x * � *
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 Countv Health Department
�
4
�ignature
Dated
�,
*- �osu��o��.�,
�LIZABETIi A. NEUILLE ` `Z� O
., � G�G �,Town Hall, 63096 Main Roa�
� .� TOWN CL�RK q � � P.O. Box 1179
REGISTR,AR OF VITAL STATISTICS � � Southold, New Yark 119?1
MARRIAQE OFFICER ��, • �`� Fax (631) 766-6146
ItECORDS MANAGEMENT Oh'FICER �fQ �� Telephone (631)765-1800
FItEEDOM OF INFOR.MATION OTrICER '� � �` southoldtown,northfork.net
� OrFICE OF TIiE TUWN C�.ER,K .-_
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISTRICT -
APPLICATION
CONSTRUCTIOI�t or ALTERATION PERIY�IT
CESSPOOL or SEPTIC TANK
Residential @$10� or Non-Residential @$25 Application No. -����Ca
• Permit No.
Applicant Narne /�f/C�/�,l�,�� /C/�j����"
Applicant Mailizig Address IY D- Bd�' IU�J7 �
�'����a�� Ny �'��'��
Septic Tanic.� or Cesspool
Brief Description of Proposed Conslruction or Alteration �pnj rr'/o�/ )7'(j ,�x//�sj�
_/�[,v�"��/,✓C�„ N�.c�.b�Clt Cv/�''�� f'a��
Location of Proposed Construction/Aiteration:
Owner of Properly:__ �-�-,�n.1 c� �D,P1 ,�I"r"�'.��,�
Owner Mail'uig Address: � ��==/��/� /�'�
/��Cr�DiPl� /�)/ Il� CJ 0:��
Owner Property Address: Z,.,.�,f a 1��,�� /�/ ���'J ��/�
� � -- �i�����u�� �✓Y, //9�"�
N�me and phone number of coutact person MlC1�f� _/ ,�'/��C�/C �/�j���j��J ,�
Ta�c Map No: Section �lock � Lot �
Cross Street /t✓�l.0 ,fCl��"�C/� � �✓.�/��
NC1TE: L(�CA�'�OlV IY�US'I' BE SUBN�T.'�['ED VVI'I'Ii �PPLICATIOI�1. r1E`�
C01�1STIZiJC`I'ION +Q +S SUit�'��'i'�'I'T� AIs`T'� D�+I'�.1tT l�t'�'r�I'I'�tOVAI�
� � �� ������ � ��q�i�
Signatuxe of Applicant Date
Re��gved by:
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,
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s� ��A �
Norr: J��IN AN� �O�Zg �S�RA�A I:
1. EL"cVATI0N5 SHOWN HEREON ARE IN 1988 N,A.V.D. �
EXISTING ELEVATIONS ARE SHOWN THus:S.o PAGE � O� 2 '
EXIS'ING CONTOUR UNES ARE SNOWN THus: -----5----- SIT UATE
2. FLOOD ZGNE INFORMATION TAKEN FROM:
P�OOG INSURANCE RATE MAP No. 36103C0482H �/I /�ZZTTUC� ��'
� ZONE AE: BASE FLOOD E�EVATIONS DETERMINEC 1V1L'1 1
ZONE X; AREAS DETERMWED-TO BE OUTSIDE THF 0.2% ANNUAL CHANCE FLOOOPLAIN. T O W I V O� S O U�H O L D j���
3. MINIMUM SEPTIC TANK CAPACIilES FOR 4 BEDROOM HOUSE IS 1,500 GALLONS. SUFFOLK COUNTY� I��W d Q!"�Y\ �!'
1 TANK; 10� DIA, 3� EFEECTIVE DEPTH �
4. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. S.C. TAX No. i 000- 1 23-04-0�7 I�
6 PDOLS; 2' DEEP, 8' dio. j
� PROPOSED EXPANSION POOL " i
�,. SCALE 1 =40' �
� ?ROPOSED �.ncHwc POOL FEBRUARANB A 009 1LOCA ED OWBET�ANDS I�
� O� APRIL 20, 2010 ADOED PROPO�ED DECK & UPDATE SURVEY
PROPOSED SEPTIC TnNK SEPTEMBER 8, 2010 ADDED �OT COVERAGE II
5. THE �OCATION OF WELLS AND CESSPOQLS SHOWN HEREON ARE FROM FIELD SEPTEMBER 28, 2015 UPDATE SURVEY
�I OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. OCTOBER 31, 2015 REVISE SITE PLAN
I 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND DECEMBER 9, 2015 REVISE SITE P�AN
FEBRUARY 13, 2016 REVISE WETLAND NOTE AND PER S.C.D.H.S. NOTICE 02/i l/2016 I
REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS.
� AREA = 39,453 sq. ft. �j
i0.906 ac.
USES P��<C/N�
NEW SUFF��K �'� wqrF CER TIFIED T 0: i
i ;A�EN�E R JOHN ESTRADA
� m �Ses p�e�c�qre KORI ESTRADA
R
�� ��✓EILING
N USES PUBLIC Wq7ER
J , i
i �- D�`ELLING �
G P�SLIC WqTER �SES PUBLIC WqTER D � ���� + �
r2iry ���� IN gTREET � � ri�y�q{('`/�}jy'�'q� �yyti.,�
C/p'°p X'�4 . �j FG36RiW'��/ ���A1}
A�3<e R=33 ���.� �� 7Ip��-�' 1���s.dcsnr���� " ��.-}�a�r! uirem�nt SuYsrr�it �.
\6 �6 0' ��I�',, ��%�.L�17��r��lLtwi"4+tt���r� N
�`'r�\ q=54 24, xas GONSTRUGTION `" �2'i���'�"a.•��� ��r��yq� �,�� uSp�'E}U�. �,
�� W�Rf H�" '' .:i....� � S S3• ENTRRNGE x8.8 1����i,.g��2 Vtl V'Y l,�;,....�}^'. p
20' E �rn�f �
�� >a� � 8.� Q _ 8.6 60.76'
Z� � ! WATER ME�R �. '
x 8.7 — � .�..::::...::::.. ... 8.6
� 3�J0 , � ; `.�Z� � H p �i`[;��i:�:z7o�::<<:•�' �`---�ED�E AVEMENT
OQ pot'♦ ( �
�� �� � ���a�� ��.10 � .. ` �t1�� .��.}d . '�' �8 8 Q�ERHEqp yyIRES ��is�YilTiV� f��3i'�CTI�N RE�+.r�IJIRE� {
JGJ � �\ 'p 3 3 0� �•% +<,/: �\� I :��x�^ �� }'ED F ��� �lS�t L�R I +.7 T a:7 I F:.R1 I
tl5
��� � w �� �Z"TREE �� x 10' X 3' EEP TEMP � .
� �� 7� �' s�, ;�`. �° �} � GONGRETE W HOUT P�T L �'H Q��'AR'FMEMT
�Q � — ———8 10 MIL POLYE T�W6-' ..
�G 6.4 w ': I\\ ^ ._.: � . .�1. .._._. ..
� �'.
� C� \ � � '',: ��� ;r H�� t � .k, EXISTING DRIVEWAY
I � � .S -'�: � � d��� aa. a� TO SE P�MOVED
2•. O/ ° � i...; i �x 7.8
� TR�.:.� �C�p�.. .. I:.•:::�::y�',�R�.::Ity� t''`n �_�
lr . /�� e t �'_'�,�. !�
78., \ 6.1 � 0:: Z– �.. ._.
; TRfE 5.6 � 2a;s,� A .���.:. .� ; , ' 2 i�... PF20P�5
� ,�p1rr. .. ED
� �73 65 ; a, , � ...., - S��r�FN� EXISTING LOT COVERAGE OVER UPLAND LOT AREA
I Zo�f qeZON��e£ ADE \�, � �I \\�; a,,� ,�T:. 3' io' N o�G�s LLS pRT UPLAND L07 AREA = 55,934 sq. ft. �
(f<� s CH�ICMN ��� ;a ? .'6.� ", s•e � ��GTIpN DESCRIPTION AREA % LOT COVERAGE �
Z � w W � .....::'x---...x.... :::-�:, 6. ''.. I�.I'
� 5.2 ou7si ` � 6:J.G'AR;,' . .:.'.`': i� EN
S� x �p sHo R � W ,.7. �—a � �p bRA�N HOUSE 1,972 sq. ft. 5.5%
�C h � Gq m -- U ,:P R p,:':: :: �' GR A T p EL. ZO
I ��� r4„?ReF � z. z�o s.o. : ; :;;::; ';' g� p":" � DECK 521 sq. ft. 1.5%
�� s x a.� � ' �o v� ' 2 50.0 ti
i �� �\ FR E �n X��`\\ t22_ Pt20�na�....�. � �RYWF�r __ SLATE STOOP I 45 sq. ft. 0.1% i
STORMWATER MANACEMENT NOTES:
STEEL OR WOOD
7. ANY WORK OR DISTURBANCE, ANO STORAGE Of CONSTRUCTION PDST iYP.
MATERIALS-SNALL BE CONFW ED TO THE LIMIT OF CLEARING ExTRn SieENCTH vi�TER Fqeelc � �
� AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. aEa'D. WiiHoui WiRE MESH SUPPORT TO 61
2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, REGRi
A CONTINUOUS LINE OF SIIT SCREEN (MAXIMUM OPENING OF 10' MAX. O.C. SPACING TEMPI
U.S. SIEVE �20) SHALL DE STAKED AT THE LIMIT OF CLEARING W/ WIRE SUPPORT FENCE _ VEGE�
AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 6' MA%. O.C. SPACING PERIP
THE SCREEN SHALL BE MAINTAINED, REPAIREO AND REPLACED AS W�� WIRE SUPPORT FENCE � ��.�����._.:.-- STABI
OFTEN AS NECESSARY TD ENSURE PROPER FUNCTION, UNTII ALL '`- '��� ."•� -. .. APPRI
DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEOIMENTS ���'---^-'-'-�"�' AN�
TRAPPED BY 7HE SCREEN SHALL BE REMOVED AWAY fROM THE `�. � FLOW
SCREEN TD AN APPROVED UPLAND LOCATION BEfORE THE �`'.="-.�-:-���`�;`:� �^"�"�
SCREEN IS REMOVED. �.���:=-.��-_�'� STABIL
3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, .::•�� �.:.... :..�:��.,
A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL �- . � �ATTACH FIUER.FABRIC SECURELY WITH VE
BE STAKED END TO END AT THE BASE OF THE REOUIREO SILT :. �' �' io UPSTREAM sioE oF vosi
SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE �ALES .;�� "����� �
AREASSAREMP�RMANENTLYRVE ETATEDCTTHELAVERAGELU EFULRLIFE ///��//��//��/\�i '�t'/\//\//\\//\\\SILT FENCE DETAILS
OF A BALE IS 3-4 MONTHS. SEOIMENTS TRAPPED BY THE 6ALES NOT TO SCAt£
SHALI BE REMOVEO AWAY FROM THE BALES TO AN APPROVED
UPIAND LOCATION �EFORE THE BALES THEMSELYES ARE REMOVED.
4. STRAW BALES SHALI BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. NSJFS_: SILT FENCE SHALL BE PLACED PARAILEL TO SLOPE CONTOURS TO
5. SILT SCREEN SHALL BE RECESSE� BY TRENCHING SIX INCHES INTO THE GROUND. MAXIMIZE PON�ING EFFICIENCY. INSPECT nNo REPAIR si�T FENCE AFTER
6. LEADERS AN� GUTTERS THAT EMPTY INTO DRYWELLS SNALL OE INSTALLED EACH sTottM EVENT AND REMOVE SE�IMENT WHEN NECESSARY. REMOVED
ON THE PROPOSED RESIDENCE. SEDIMENi SHALL BE OEPOSITEO TO AN AREA THAT WIIL NOT ALLOW
7. ALl PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. Off-SITE TRANSPORT.
S.�PROPOSE� DRIVEWAYS MUST BE CONSTRUCTEO Of PERMEABL[ MATERIA�S
OR IF PAVED. BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF
FROM BEtNG OISCHARGED ONTO THE ROAD OR OFF-SITE.
9. A�L AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE
SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW
IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF
fINAL GRADING, OR BY THE EXPIRATION �ATE OF THE BUILOING PERMIT,
WHICHEVER IS fIRST. MUICH SHALL BE MAINTAINED UNTIL A SUITABLE
VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO
TIME OP YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING
PERFORMED AS SOON AS WEATHER CONOITIONS fAVOR GERMINATION 36" HiGH POLE (MAX.) FLOW
AND GROWTH. STEEL OR WO00 POST �
10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA
VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER F��W COMPA
THAN t SQUARE FOOT IN SIZE. �-- BACKFI
11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUfFICiENTLY AT THEIR
SITE ACCE55 LOCATIONS WITH THE EXISTING ROA�S, TO PREVENT RUNOfF 5����F�F
- OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO \��`
THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, �__
OR RECYCLED CONCRETE�BASE, SHALL BE PLACED ACRO55 THE DRIVEWAY OR . . ��.�.... ;...,-4��,.���\,.
CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. %\�\ '���:/���/
����/�� ��-;_;..�;�s��������/
TEST HOLE DATA � ���% ,�j�����'
(TEST HOLE DUG BY McDONALD �EOSCIENCE ON JULY 17, 2015) � % /�\�` a" x 6" TRENCH
EL. 7.0' �/� /j� W/ CDMPACTEO
0' BACKFILI
OIL AND STONE
0.2'
MIXED SAND AND LOAM
0.2' TRENCH DSTAIL
BROWN SANDY SILT ML �NOT TO SCALE�
3'
PALE BROWN FINE SAND SP
El. 0.5' 6.5'
GROUND WATER
WATER IN
PA�E BROWN fiNE SANO SP
��� PROPOSED SEPTlC SYSTEM DET�IL
HOUSE (NOT TO SCALE)
ELEV. 8.5'
FINISHED GRAOE FINISH GRADE
ELEV. 8.7' ELEV. 7.5'
CAST IRON COVER TO GRADE
TOP EL. 7.7' 1' MIN. TOP EL. 6.2' -.�-7' MIN.
"- MIN. 4" DIA. 8
SEPTIC LEACHING 3' CLEF
INV. EL. APPROVED PIPE TANK APPROVED PIPE POOL LEACHING r� SAND
7,?' min. PITCH 1/4"/1' �+ INV. min. PITCH 1�8"/1' WV. EL 52' POOL � . COLIAR
FL. 6.5'
6" INV. EL. �
�N 6.0' o o -8'p,°'{° �0 8��_'� z w
BOT. EL. 25'��-10'-�{�- - - --
DISTRIQUTION POOLS 0� BOT. EL. 3.5' GROUND WATER
6 POOL Sl'STEM El EV. 0.5'
SEPTIC TANK _(�
1. MINiMUU� SEPTIC 7F�NK CAPACITIES FOR 4 6EDROOM HOUSE IS 7,500 cn��or,s. LEACHING POOL�E>)
1 TANK; 70' OIA., 3' EFFECTIVE DEPTN 7. MINIMUM LFACHING SYSTEM FOR 4 [3EDROOM HOUSE IS 30(
2. CONCRETE SHAII HAVE A NINIMUM COMPRESSIVE STRENGTI-I OF 3,000 psi AT 2£3 DAYS. 6 POOLS; 2' OEEP, £1' dio.
3. WA�L THICKNESS SHALL BF A MINIMUM OF 3", A TOP 7HICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". Z, LEACHING POOLS ARE TO BE CONSiRUCTFD OF PRECAST RI
ALL WALLS, E30TTOM AND TOP SIIALL CONTAIN REWFORCING TO RESIST AN APPLIED FORCL OF 300 psf. LEACHING STRUC7URE5, SOLID DOMES l+ND/OR SLA85. �
4. A�L. JOINTS SkiALL BE SEALED SO THA7 iHE TANK IS Wl+I�ERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRF-fE
S. THE SEPTIC TANK SHA�L BE INSTALLED AT LEVEI IN ALL DIRECTIONS (WITH A MAX. TOLERANC[ OF tt/4-") 4, A 10' min. DiSTANCE BFTWEEN LEACHING POOLS ANO WATE
UN A MININUM 3" THICK [3ED 0� COMPACTED SAND OR Pf"/a GRAVEL S. /+N 8' min. DISTANCE E3ETWEEN ALL LEACHING POOLS AND '.
6. A 10' min. DISTANCE �EM'FEN SEP71C 7ANK AN� I-IOUSF SI-IALL Q[ MAINTAINED.