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HomeMy WebLinkAboutHeagerty 1 � m Town Hall, 53095 Main Road ELIZABETH A.NEVILL'E, MMC � o ^ , TOWN CLERK i � P.O. Box 1.179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS ��� r` Fax(631) 765-6145 MARRIAGE OFFICER Telephone(631)765-1300 RECORDS MANAGEMENT OFFICERro t FREEDOM OF INFORMATION OFFICER wwvv�southoldtownny.g av OFFICE OF 'THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town]Building Department FROM: Southold'Town Clerk's Office DATED: December 24, 2019 RE: Cesspool Construction✓Alteration Application Transmitted herewith is a copy of application No. 482.1_for a Cesspool/Septic Tank Construction Permit submitted by: Tom Samuels, Samuels & Steelman Architects for Michael & Mary Hea erty 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 ure D ...,,,,. ......... .. ated Stf F01,4, 4 ELIZABETH A. NE'VILLE Town Hall, 53095 Main Road TOWN CLERK P.O.Box 1179 REGISTRAR OF VITAL STATISTIC'S Southold, New York 11971 MARRIAGE OFFICER Fax (631) 765-6145 RECORDS MANAGEMENT OFFICER Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER southoldtown.northfork.not 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 Applicant Namei� �� �✓` � ..... „ � ,, �. . /.�� „ Applicant Mailing Address Z-5_ _3 '_ Septic Tank Zor�Gesspool Brief Description of Proposed Construction or Alteration Location. of Proposed Construction/Alteration: Owner of Property: Owner Mailing Address r e 1VY Owner PropertyAddress: Name and phone number of contact person � 4 �(e- a fW, ..... Tax Map No: Section � Block Lot j Cross Street <. NOTE: LOCATION MAP MUST BE SUBNHTTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY Signature of Applicant bate Received by: FLOOD ZONE BOTTOM OF SLOPE EXISTIN& EXISTINS SHED, 612 9F &ROSS FLOOR NOT CONTAIN 1 ExISTIN& BEACH STI " TIE LINE ALON6 APPARENT HI&H— KATFR MARK ON MARCH 6, 2017 BOTTOM or- SLOI r=xjSTlN& AND I %C I RE'Arl", 1-1-r-- C 0 N I f, z,:� ee �I � M1V 1 m s r r I � r .............. �L -&ARAGE FF EL 241.2 FT &RAOE LINE ELEVATION 53.3 FT. GLEAN OUT IDE E: FIRST FLR EL 34.4 FT GARAGE FLR ELI; E LINE ELEVATION 32.2 FT GRADE LINE CLEANOUT ELEVATION±52.5 FT 6RADE LINE ELEVATION±32.0 FT. P MIN. 2' MAX. 1511RIIBUTION 1 "/FT ISI 1 4" T I SVFT MIN TOI POOL TIC LE,+�GI-LING NK F'C7zL :. +32.¢' NE. + I.O' I7MtIN II=. +30.4'I . .4IE. +50.5' 1 I" 3' I�f I N w. 411 PROPOS NEI SEPTIC PROFILE FROP05ED NE? (N.T.S.) STRUCTUF PROPOSEV NEW C EXISTING WOOD RETAINING WALL." INTENCW TO CONTAIN SE PROPS NEW Y400D RETAININS WALL R INTENDEIO TO CONTAIN SEWAt EXISTIN6 GRAVEL WALKWAY ALTERED SEPTIC SYSTEM FOR A 6 BEI0RA01M RESIEeNGE AN12 CPARAGE 5-,-VHS RL=I=# RIO--1'1-0046, APFRO V'EV 06/2E+/2015 - 1500 GAL i L!PTIG TANK (ST) existing N/O/`PN - (1) W-8" DIA x 2--b'2--b' HI&H DISTR15 TION X (D13) nopq �URENCE NIEI LNNC, DIANE NIEBLINC " CLEANOUT x1s1�tin a ec nk 3 I�'arc�ar tta I "d, Naantan, N 000 a SIA x a HI& �. eINS IA 12' 000_1 existing � � r 100 0 Nassau Paint Rd, F LOCATION F 5 000 110_1-1 1-II651-1 L.EAGHING POOL (We) DWELLI C WITH PUBLIC WWA`I"lI hlEA DISTRIBUTION I34X SEE 'DETAIL STORMINATER 5T RJNOFF MOM IL91 �" � IOW FX 1 STI I DAVID J CORCORAN RESIDENCE EXISTING y Hill Ln. Manhasset, NY 11030 � 0120 Naas cru Paint Rd, 2 STON2Y I GE ;LLING04WITH PUBLIC WATER SLS W/ BASEMENT BASEMENT T ' 211i.4 gro N/0/F i; Carl Hoe lF,5T FLR EL 34.4 FT GARAGE FLR ELEV +24.4 21 W rd Rd, Stony ELEVATION 32.2 FT 98 Nassau f, 1C 119- LINE ELEVATION ±32.0 FT. VCI' t I' MIN. "2' MAX. II-IT 16"" T MIN TOP OF POOL 30.63 FT P 990; AI`�� LEACHING POOL BOT OF POOL 22.63 FT IE. +30.4' � IE. +30.3' � � ,- GROUND WATER �` ISTI 0D ��, i; RE'I"AININ( Z LL IPRCaP05ED NEW YWCJOI RETAININr WALLS TO E T PROPOSED � +� �.,�� ,� �. STRUCTURErX PROPOSM NEA GLEAN OUT .r. EXI5TM WOOD RETAINIW.7 WALLS NOT INTENDED TO CONTAIN - OSED NEH V4000 RETAININ& VNIALLNOT INTENOW TO CONTAIN SEYSIA&E c EXISTING &RAVEL Y^IArLKWAY AND GARAGE " 6 ,.E I TIN& AOb/26I2018 �` ke E.. T. ' existing 38 NO am` DI5TRI TION 'IJOX 05 nov4 7 IN& 'POOL (LP) existing V DIA x 12' M ` t c `BOX 5M DETAIL IN6 GLEAM OUT Y'IATI xto ST �' LP --- mile ., TI � PROP, EXISTINS _ OLE 2 STORY I . CIE � �T I-1.1 J04/ BASEMENT EL. + 2�.I EXISTING KATER LIN to SEVIROOMO VV TOTFIRST � t2,*M4 W, � EXfSTINcS HATER ME m� L. . ._ nxrar-r�� rr .v- u '---. N/O/Fr Carl Hoellzl 21 WW—ftford Rd, Stony Brook, NY 11790 98Nassau Paint Rd 10 _119-1-7 V CANT N/O/F X0:63 FT MU HY NASSAU PT RD LLC 9905 Nassau int Rd, Cutous, NY 11935 10O 119-1--9.1 22.63 FT DWELLING H PUBLIC WATER. D WATER O F ISTI OD CHRISTOPHER STABILE, SOFAINA STABILE 1IRBTAININO 107 Emilys Way, East 'Sstauk t, NY 11733 rAININ& WALLS TO M REBUILT 99'75 N sau Paint Rd, 1000 119-1-10 DWELLING WITH PUBLIC WATER UNDER61ROUND M WELL 10� FOR 5ToRMWATEIR RI.JNofcf= r / ✓ I I 5 "RE N,/'0/F ALISON M BYERS C/O SCOTT A GONGAWAR PO BOX RKIbA, L'IGONIER, PA 1 5B Y _ 10075 !Nassau Point Rd, 5 _ y / 1000-119-1-13.1 TI DWELLING WITH 'PUBLIC WATER +244 �O W LL. . �. r � �AD U S JU'� x FOUNO EXPS" TI Li MTM 11'�R NEW WATER LINE FROM EXISTIN& RESIDENCE TO " NEW PROPOSED &ARA&E TEST HOLE EXISTIN& WATER LINE FROM "EXI5TIN& WATER METER TO