HomeMy WebLinkAboutFinora . ' ������FFO`��,0
, ELIZABETH A.NEVILLE,MMC �.Z. �/,y Town Hall,53095 Main Road
TOWN CLERK � � P.O.Box 1179
' eQi� � Southold,New York 11971
REGISTRAR OF VITAL STATISTICS � � � , Fax(631)765-6145
MARRIAGE OFFICER y !
RECORDS MANAGEMENT OFFICER ��� "� ��,�o Telephone(631)765-1800
www.s outholdtownny.gov
FREEDOM OF INFORMATION OFFICER - .
OFFICE OF TI��TOWN CLERK
. _ TOWN OF SOUTHOLD � ������
D
TO: Southold Town Building Department .lU� � 2 2016
FROM' Carol Hydell;Southold Town Clerk's Office B�,DIl�G DE�Te
aov�o�sou�or� �
DATED:� July 11, 2016
RE: Cesspool Construction Application . •
Transmitted herewith is a copy of application No. 4402 for a CesspooUSeptic Tank Construction
Permit submitted by: ' '
l�ike Piscatelli for Joe Finora
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 inap of the project cited above and make the following
recommendations: . : � �
APPROVE � -
- DISAPPROVE
Comments: Final approval required from the Suffolk County Health Department
' \ .
� .
�
� Signature
� � D 7 3a /6 -
Dated
�l� 'I�'ooS� _ � � � -� � . �
, � . �aSuf�o��.�,o �
_ . ., - ELI ��C�RK LE � ��O G�� - .�Town Hall, 63096 Main I�,oa�
a - , P.O. Box 1179
REGISTRAR OF VITAL STATISTICS � � Southold, New York 11971
MARRIA4E OFFICER ��, • `� Fax (631) 766-6Y46 �
RECORDS MANAGEMENT OFFICER 'fol � ��o�` Telephone (681)766-1800
FREEDOM OF INFOEi,MATION OFFICER southoldtown.northfork.ne�
� OFFICE OP THE TOWN CLERK .»
TOWN OF SOUTHOLD
SOUTHOIID WA�TEWATER DISTRICT -
APPLICATION
C4NSTRUCTIOI� or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
Residential @$10 or Non-Residential @$25 Application No.�� �
Permit No.
Applicant Name �j f L� � i S /E} `�i
Applicant Mailing Address_ / /]o� ��¢,0 f�q � � /� p/Z
��2/7���` c l< �'1/�/ /� �'.��
Septic Tat�lc or Cesspool
Brief Description of Pr osed Conshuction or Alteration /t��w Co�2/S'o�yYj�X,'�y��
�
Location of Proposed Construction/Alteration:
,� " -
Owner of Property:_ �� � y /U�-�
� Owner Mailing Address: �T �� f��" � ���
_ �D�'�'�r'�y-`'-c�e �� �, � '
Owner Property Address: S� ��--zc.�-e
Name and phone number of contact person�,`�L C— /0,`e �j �f�� �� �/�o��?3��
Tax Map No: Section Z-G Block a � l,ot�_
Cross Street
NOTE: LOCATION MAP MUST BE SUBMITTED WITA APPLICATION. NE�
CONSTRLJCTION REQUIIt�S SURVEY WTTH HEALTH DEPARTMENT APPROVAL
� �����
ignature of Ap cant Date
Received by:
. r� . , _
SUFF'�1�K C�i3N�Y i7EPARTt�tE;17 OF Fl�Ni.?i`��ER�IICE� ��� U,� _
P�R�s�°�o���'g��"������n���ur s��ra �-�o�A y ,�, SURVEY OF PROPERTY -
, _ ,�� � PAGE 1 OF 2
�3t�Ci�C; �,��1�.'�!����t?�?'�C�` (����� � ������f SITUATED AT '
����� LAUREL - ''�
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; �� 2 0 ��f6 F-s,f,. �� t��. 1Z1�-l�'c7c��a �,`' ''� � ����� � � ��� TOWN OF SOUTHOLD
� � R.� � ._.._.--------- �, P �o
� � SUFFOLK COUNTY, NEW YORK
�.t,t/�2.- y �� `�'?i
����Q��p� �y ��,��,��,���„T�$ RVIC�S S.C. TAX No. 1000-126-03-05
�t�T�ROflAAc.�'� � � _��'�a��a SCALE 1"=40'
FOF���'tAX4Ft9tti� OI',�_._---- 'i2�y 4��"'����o g��r�s$9��e��
�� JANUARY 20, 2005
�CPlR�S THREE YEARS C'��� ����Q��'�����'��' -- � �eRunRr ze, 2005 REVISED PROPOSED SANRARY SYSTEM
`e��a. JUNE 5, 2016 UPDATE & ADD PROPOSm HOUSE
.��.
O•
, AREA = 19,208.08 sq. ft.
$ o/F CRI ,a�16 F��°� z�o ��� 0.441 ac.
�o A I G�'
��o DOI,�I IEKBN�A�R �i���'� �'`9• '` a r o
� � � & ��v pcP �� 6'� ���<^�'o:-� NOTES: �
y qd,� � �� �y O � O.� Gn�y 7v�. 1. ELEVATIONS ARE REFERENCED TO AN N.A.V.D. 1988 DATU11
c� ,�/ / ,n y� �G� O�yr EXI5TINC ELEVA710NS ARE SHOWN THUS: 50.0
�� '0� �� � p /� � ��Oy A � T y Vy PROPOSED ELEVATIONS ARE SHOWN THUS: 52 O {
fy �� +'�O � �C � �N,�',.� 2. MINIMUM SEPTIC TANK CAPACfTIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS.
y G� �� ,`3 �� �/� \ 9y,p 0,� 1 TANK; 8' LONG, 4'-3' WIDE, 6'-7' DEEP
� � 69 � Q � 9 nF�O,Q� � 3. IAINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOAI HOUSE IS 300 eq ff SIDEWdLL AREA.
���N �� ' :.-.?.� � �\ � Nt^Q 2 POOLS: 6' OEEP. 8' dta.
J� y �/ �' / �PROPOSED SOX FUTURE D(PANSION POOL
y � � �����
L� �y` 'F /{t1` ;;, .• .�::�•;.i.."� ::;,:,.. �� m'� � �Op9 J�� !
L\ �/ V � � \ �,�
�� �x ����•�Y' � � ���A � `�9,9�2C�,� O� �PROPOSED 8' DL1. % 6' DEEP LEACHING POOL
� G Z � �.''•'} `.i:���a••• � yl•j9� F�` �� �PROPOSED 1.000 CALLON SEPf1C TAHK
� c+ � N �� �.�d`:;;::c, F
� \ ��`•��� ''.•:�. yL\� 4. iHE LOCA710N OF WELLS AHD CESSPOOLS SHOWN HEREON ARE FROM FlELD
9 � � :`;'.•N� t4�:.`.:�.;; t� OBSERVATIONS AND/OR DATA 06rAINED FROM OTHERS.
G �, � G?,Q � :;�b�� � OA � �� 5. ALL PROPERTIES WRHIN 150' OF THIS PROPEFRY HAVE SINGLE FAMILY OWEWNGS AND ARE
N :� �..�:;,,;�: F O CONNECTED TO PUBLIC WATER EXCEPT IF OiHERWISE SHOWN HEREON.
`n � �+y� � ':.E ;!;::� � /X O� 6. THE BASEMENT WILL BE UNFlNISHED AND USED FOR STORAGE AND UTILRY PURPOSES ONLY.
m�� � � C�35� .� �•::�:....�4A.�����;`::�':::;`.:�;:.:`::c. o /' ��'� `�� `:
�� � � �.,� � , � .::=�����p,...�•::.::;::�.:: ,' �r. � N �
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o cn �'•;,'� Fjy1.:::�:'.:,:
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� O � `r ,:���.::� �` ._:: .:.:,.:::.;•.;;;':•• � ' . ��' f°oNG MoN N/�glCxAgRDspN --�i.
,...�1,Q;.'"':i a . ' p c �
-� � �. ...�,�..',j ��V\N�/�/ o �o�N co 4'"� �LES N"T. gN�� DR4�NAGPs sYSTE�! CeiGULeTIONS: ,
� oN !A :;';����:'.�"r��" � j- C�'AgILY o,�EB�wa�� R�F890Eaq2ff9X 017t= 492 ��. rr.
S��GP(',� �•�'' �' �' �� ' & � us�PU 492 au. it. / 42.2 = 11.7 v�rNcal if. of 8' dla. I�achlnp pool requlrod
�oN�N'(� ��'� � /y' �� � � PROVIDE (2) 8' dia. X B' hiph STORAI DRAIN P06LS
0 5 69 13',O DRNESNAY AREA:A1 800 q E'.ORYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS:OO
p oUNp M�N, 880 �q. N. X o.17 = 150 eu. ff.
F�Nc OIF �ELL� PROVIDE (1) 84dIa. X 48hiph'STORN DRAINdP00lachinp pool requlred
NI�Q G TEST HOLE DATA pROPOSED 8' DIA. X 4' OEEP DRYNtELL WRH OPEN CRATE FOR 6RI Y RUN-OFF ARE SHOWN TNUS:O
x y �. �S OMA���,�,�N (TEST FIOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 31, 2004) it�
� N� Ti+ O EL 18.5' 0. ���tl �
� Y YRR!THE MIWMUM
N =��•^���'� - =� BROVM SIL"(Y SAND SM �� . �P�TED�
'pd'� � Os��i �n�} Fa $ x�:+a; P H USE SfATE UWD
Gt^ i �r,,1�Ut�i���i�9 �L�9!� '�� H�o�',0 2.5' • ASSQqAT10
y �����#E�� ��������� . � � z 4
y� �E� �61 A����`� ����.$4''1l3��0 , PALE BROWN FlNE SlWO SP u � ��
-{ ,
� ,�- �--4'��- ------ -13.8'HIGHEST IXPECiID GROUND WATFR
� TEST WELL No. US6S 4059924072321501 S 39269.1
� EL 3.1'
15.4' �
WATER IN PALE BROWN FlNE SAND SP
O�^
. 4i' `� 17' uwumioruzeo at�noH oR�nomoH N.Y.S. Lic. No. 50467
�ry,yoi' ��� ro ni�s surzvEr is�wounoN oF
� .�-�Z, \ mUCA ON2UW�F TME NEW YORK STATE Nathan Taft Corvorin III
O COPI6 OF THIS SURVEY WW NOT BFi�RING
��� THE LWD SUR1tEY0R'S INKED SFi�l OR Land Surveyor .
EtIBOSSm SEN.StULL1 NOT BE CONSIDQtm
TO 8E A ViWD 7RUE COPY. -
t+� n CERf1FlCA710NS INDICATED HFREON SHALL RUN i`
�y:� M��:.f"a�ii�F� ���s".�.�iR•� ���'i���!i�1�I ONLY TO THE PEl�'i0N FOR WHOY THE SURVEY i
6 PREPARED,AND ON HiS BE}IALF TO THE Succassar To. Stanley J. Isaksen, Jr. LS.
TI1lE COMPANY,GOYERNMEMW.AGENCI'AND Joseph A Ingegno LS. __�i'
�RI��II�� ��.�,�d friT?���i ���i ���� TOTME a�i Nc��,s oF�"�rioiNc'u�".�sr°i- Tue Surveys — Subdivisions — Site Plans — CartstrucGon �.ayout
' TUf10N.CEHfIFlG1TI0NS ARE NOT TRANSFERABLE
PHONE (631)727-2U90 Fax (631)727-1727
THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCAiED AT AWLfNG AOf1R6S
AND/OR EASEMENTS OF RECORO, IF
ANY, N0T SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16
Jamesport, Naw York 17947 Jamesport, New York 11947
� STORMiYATER MANAGEMENT NOTES: � srEe�oe w000 �
1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION EXTRA STRENGTH FILTER FABRIC �ST(T�•� . PAG E Z O F Z
REQ'D. WITHOUT N7RE MESH SUPPORT 36' HIGH POI.E (MAX.)
MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING STEEL OR WOOD POST DETAILS
AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. to' MAX. O.C. SPACIHG
2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, W��RE SUPPORT FENCE � �FLOW
A CONTINUOUS LINE OF SILT SCREEN MAXIMUM OPENING OF e• IIAIC. O.C. SPACING .
� W/0 WIRE SUPPORT FENCE y- `
U.S. SIEVE �20) SHALL BE STAKED AT THE LIMIT OF CLEARING . �•�- ' I
AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. ''� . - '•� -'• • �•N�N. �
THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS . '.�r• . .�;,.,�,:' �,0�. � oR To eE su�a�rrr ro '
�,r i ��:s.� � NEEP SEDIMQfT ON SffE __.(I
OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL �~'• �- -`�r,� / � I
DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS .' • �i�'' � 9LT FENCINC
��..±..; 2 . . w�r euFs um/�
TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE ;' � .• " - '�' � � �~�`� �
• �ATGCH flLTER �ABRIC SECUREIY � � � �� �
SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE . . �' • � TO UPSTHEAM SIDE OF POST n � �
SCREEN IS REMOVED. s' x s' TRENCH W
. .,
w W/CONPACTED
3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, � } \ . BACKFlLL � �c
A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL --_c�������Q��,. � SILT FPNCE DSTAILS a � `y �
BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT r,ormsnuE O ?
---------------------
SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES TRENCH DETAIL � � �
SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS �g; SILT FENCE SNALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) i
NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED W�XINIZE PONDING EFFlCIENCY. INSPECT AND REPAIR SILT FENCE AFfER
AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED
OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SEDIMENT SHALL BE DEPOSfTED TO AN AREA THAT WILL NOT ALLOW
SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED o�-srte iwwsPo�. � HAY BN.FS AND/OR
UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. 70 BE USED WHERE 7oPS0iL IS NECESSARY FOR �'4' SILT FEliqNC
4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. REGRADING dc VEGETATING DISTURBED AREAS. 1• AREA CHoSEN FOR STOCKPIUNG OPERATIONS
5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. TEMPORARY S7oCKPILE STABIUZA71oN MEASURES INCLUDE SHALL BE DRY AND STABLE. PLAN vIEW
VEGETATIVE COVER. MULCH, NONVEGEfATIVE COVER, AND 2• MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1.
6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE 3. UPON COMPLETION OF SOIL STOCKPIUNG, EACH
ON THE PROPOSED RESIDENCE. PILE SHALL BE SURROUNDED WI7H EITHER SILT
STABILIZATION MEASURE S SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILJZED WITH ��
7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGEfAT10N OR COVERED. � ROAD
S. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS AND REpUIRED PERIOD OF USE.
' OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF Z S�oPE oR LEss HAY Br1ES AND/OR
FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. �, �, .y �. � $ILT FFNCINC
9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE S7ABIUZE ENTIRE PILE ���4��pov
SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW WtTH VEGETATION OR COVER .V .l• d• •l• •l• •1• OR N.YS.D.�T.APPROVm R.CA
IMMEDIATELY UPON COMPLETION OF THE PROJECT. WITHIN TWO (2) DAYS OF FlLL ro ie•uiN.�awe oasnwc
CRAQE TO ILL1DW FOR INiAIHhCE
FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, � � � � � `� `�' CRoss SECTION
WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE
VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO .l� �Y �Y �Y �L �Y � �L TEMPORA.RY CONSTRUCTION ENTRANCE
TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING NOT TO SCALE
PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION � � � � � �L �Y �Y �Y � �
AND GROWTH. •
� 10. SUITABLE VEGETATIVE COVER IS DEFINEO AS A MINIMUM OF 85X AREA � � � � � �Y w w � � �
VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO IARGER
_ THAN 1 SQUARE FOOT IN SIZE. �Y �L �L .� �L �Y
, 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR
SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF �' �' �' �' �' �' `�' TYPICAL STORMWATER UNIT �'V
OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO ,
THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, (TOPS TO BE TRAFFlC BEARING)
OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR (NOT TO SCALE) -
CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. S7RAW BALES oR SILT FENCE OR 8��K R N�coH�c.c�Kw�r;sasia�seao)
SOIL STOCKPILE FlN�+m cruoE �,-0,
(NOT TO SCALE) s•rna�c aEaraNC stne ma��
PIPE FR061 ROOF GUTfII25
PROPOSED SEPTIC SYSTEM DETAIL � e'-°•
HousE (NOT TO SCALE) ,��'"�,���D"'�"
TOP BURIED �
F'�'�- 4' DEEP max. FlNISHED GRADE m 3'ctFaN
PRECAST REINFORCED CONCRETE COVER
PRECAST REINFORCED CONCREfE COVER E���Q" BURIED 7' UEEP min. 2' DEEP max. � IEACtitNG RIN45 �
BURIED 1' DEEP min. 2' OEEP max. 24�dia. IACKING, WATERTIGHT dc INSECT PROOF FlNISH GR4DE R�N��p pg��N�' ��
CJLSi IRON COVER TO GRADE �y, 18.U• 7'-0' ��'
MIN. 4' dia. 3 (mtn.) �
APPROVED PIPE 2 0'min 0'min. M I N. 4' dia. 'Q T O P E L 1 5.5' x? 4' �T C �
PRCHED 1 4' i' 1'OP ELEV. 16.1• APPROYED PIPE • �, ,t'
PfTCHED 1/8'/1' • S� 6 � i ��
INV. 0.. -� N o 6 4' dia. �p N o c� � Z �S
15.5' INVERT _� �a: m INVERT ° PPESSOVER e �• COLINt ' t ` ��
FIFV.�L ELEV. /4•6• �� w• e cxioUN wA
3 FLOW ' o.
� BAFFIE a
°•�'. � W i .
I~-B'� I 80�TT�M 'l 3 HIGHEST D(PECTED GROUND WATER . Li . No. 50467
ELEV..$.Q: � EL.EV..4.Z:
SEPTIC TANK t,� Nathan Taft Corwin III
1. MINIMUM SEPTIC TANK CAPACRIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALIANS.
1 TANK; 8' LONG, 4'-3' WIDE, 6'-7' DEEP
2. CONCREfE SWU.L W1VE A MIN�MUM COMPRESSNE SfRENGTH OF 3,000 psi ar 2a onrs. LEACHING POOLS �2� Land urveyor
3. WALL THICKNESS SHALL BE A MINIMUM OF 3�, A TOP THICKNESS OF 6' AND A BOTTOM THICKNESS OF 4'.
ALL WALLS, BOTiOM AND TOP SHALL CONTiiIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWAIL AREA
4. ALL JOINTS SHALL BE SEALED SO 11iAT THE TpNK IS WAlERTIGFiT. 2 POOLS; 6' DEEP, 8' dia. _
5. THE SEPTiC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WiTH A MAX. TOLER/WCE OF f1/4' 2. LEACHING POOLS ARE TO BE CONSTRUCTFD OF PRECAST REINFORCED CONCREfE (OR EQUAL) Successor To: Stanley J. Isaksen, Jr. LS.
ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL. LEACHING STRUCTURES. SOLJD DOMES AND/OR SLABS, Joseph A. ingegno LS.
6. A 10' min. DISTANCE BETWEEN SEPTIC TlWK AND HOUSE SHALL BE MNNTAINED. 3. ALL COVERS SFV�LL BE OF PREG0.ST REINFORCED CONCREiE (OR EQUAL). Titte Surveys - Subdivisions - Site Plans - Construction Layout
4. A 10' min. DISfANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MNINTAINED. -
5. AN 8' min. DISTANCE BEfWEEN ALL LEpCHING POOLS SFULL.L BE MAINTPJNED. PHQNE �631�727-2090 FUX �631�727-1727
6. AN 8' min. DISfANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MHINTAlNED.
OFf7CES LOCAIED AT MAILING ADDRESS
1586 Main Road P.O. Box 16
Jamesport, New York 11947 Jamesport, New York 11947