HomeMy WebLinkAbout1000-31.-6-28.5 PLAN
N13dG BOARD
TOWN OF SOUTH(3LD
DATE SITE PLAN PLAN DATE:
,, / FARMSTAND
/ u BASEMENT 812 SF. 11-29-04
FOR FIRST FLOOR 812 SF. REV DATE:
DECK / COVERED PORCH 168 SF.
SURGE AND SUSAN ROZENBAUlVI TOTAL sTRUCTURE _ - 980 SF. 08-30-05
SI T UA TED A T 09-02-05
EAST MARION 10-03-05
TOWN OF SOUTHOLD LOT SIZE: 561 ,889 SQ. FT = 14. 979 AC.
LOT COVERAGE: 980. 00 SQ. FT. OR . 174%
SUFFOLK COUNTY , NEW YORK PARKING SPACES 7 SPACES
S . C . TAX NO . 1000 - 31 - 06 - 28 . 1 HANDICAP PARKING I SPACES
SCALE 1 " = 20 ' PARKING SPACES AVAILABLE 8 TOTAL SPACES AVAILABLE
JULY 24, 2001 wl 21 DRIVEWAY & PARKING: 8,385. 00 SQ. FT. OR 1 .49%
LANDSCAPED AREA: 552,539 SQ. FT. OR 98.336%
EXISTING LOT AREAS:
S. C. TAX LOT No. 1000- 31 -06-28. 1 = 816, 993 sq . ff. PARKING SPACES REQUIRED
18.756 ac. BASEMENT WAREHOUSE AREA: REQUIRES I PARKING SPACES (I PER 1000 SQ. FT. )
FARM STAND AREA: REQUIRES 4 PARKING- SPACES (Mlle. OF 4SPACES)
TYPICAL SEWAGE DISPOSAL SYSTEM 5 TOTAL PARKING SPACES REQUIRED
TOP BURIED (NOT TO SCALE)
FARM STAND 4' DEEP m°x.� FINISHED GRADE tti UMRFR (1F PARKING SPACES PROVIDED 8 SPACES
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PRECAST 1' DEEP in. 2'D t GGVER 24'dia. LOCKING" WATERDGHT & INSECT PROOF FINISH GRADE
BURIED 1' DEEP min. 2" DEEP max. CAST IRON COVER TO GRADE
MINAPPROVED di°. 20'min MIN. 4' di°.
ITCHEDPIPE 20'min.
PITCHED 1 4' 1' PIPE n e m. amxrr
lw�j1 N PITCHED DCHED 1/8-/l'
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BAFFLE BOTTOM
PROJECT
SEPTIC TANK (11 AREA ry
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1. MINIMUM SEPTIC TANK CAPACITIES FORA 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. icunxc vaa�
1 TANK; e' LONG, 4'-3' WIDE. 6'-7' DEEP �
2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. - 'Tbb
3. WALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF 6- AND A BOTTOM THICKNESS OF 4-.
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ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 pd.THAT cauAn `' Rp6M VJ+E
4. ALL JOINTS SHALL BE SEALED SO AT THE TANK IS WATERTIGHT.
5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF i1/4-) F
ON A MINIMUM 3* THICK BED OF COMPACTED SAND OR PEA GRAVEL
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6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. Y uwuuu w�Ei°mox �
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elnc fti wr[m.i m a 3 �CROUNO WATER , 99
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LEACHING POOL
1. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq k SIDEWALL AREA c
1 POOL; 12' DEEP, 8" dia. 01p oG
2. LEACH NO POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL)
LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS-
3-
LABS.3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 5�,
4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SHALL BE MAINTAINED. `S _
5. AN 8• min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. �o
6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED.
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�o SDA Fpq SITE PLAN INFORMATION
LOT > F �T�,� IS BASED ON LAND
TOTAL LOT AREA = 652. 485 Sq. ft. SURVEY PREPARED BY
14. 979 ac. JOSEPH A. INGEGNO
'8 LICENSED LAND SURVEYOR
PURCHASE OF DEVELOPEMENT RIGHTS AREA = 561 . 889 SQ. FT. �D
(TOTAL LOT AREA LESS BUILDING LOT & RIGHT OF WAY AREA) 12. 899 ac. �s� (LS 49668)
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