HomeMy WebLinkAboutFishers Island Club ELIZABETH A.NEVILLE ) Town Hall, 53095 Main Road
TOWN CLERK W P.O. Box 1179
REGISTRAR OF VITAL STATISTICS d Southold, New York 11971
MARRIAGE OFFICER � Fax(631) 765-6145
RECORDS MANAGEMENT OFFICER �1 `�+� Telephone (631) 765-1800
FREEDOM OF INFORMATION OFFICER southoldtown.northfork.net
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISTRICT
APPLICATION
OPERATION PERMIT
CESSPOOL or SEPTIC TANK
Residential @$10 or Non-Residential @$25 Application No.
Permit No.
Owner Name ��S�e-f 5 55koe-� C`L v
Owner Mailing Address oZ 04L4!1 C. Ma t n RA Pi!�n 2 f S 7
Owner Property Address So%nn--L
Owner Telephone No. _6$1 - 131- 720615
Tax Map No:1b01D Section__L,_ Block IP Lot C1
Cross Street AJ1
Please check each that applies: New Construction
Alteration to Existing System
Residential Non-Residential_ I
f
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. (Locate
building and system; give north arrow and approximate distance in feet from system to building
and closest road. New construction may submit copy of survey with SCHD approval:)
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Signature of ApplicW Date
c.trsh.�s's
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CURVE DATA TABLE CURVE DATA TABLE UNE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLEUNE TABLE
CURVE DELTA RADIUS LENGTH CHORD CU�VE DELTA RADIUS LENGTH CHORD LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH
C1 0'48'08" 3687.32 51.•63 N33'41'26"W 51.63' 012 89'01'35" 301.00 467.70 N86'14'19"E 422.05' L1 N01'29'30"W 200.00' L12 N75'36'00"E 103.12' ! L23 S82'51 '10"W 152.83' L38 S43'37'40"E 112.00' L49 N40'06'30"E 141.16' L60 S87'13'11 "E' ; 83.00' L69 N41'43'32"E 94.38'
C2 1'53'15" 3642.32 119.98 S33'09 41 E 119.98 C13 3332'32" 348.00 203.73 N58'29 48 E 200.83 L2 N34'0530"W 241.26 L13 S24'49'00"E 270.52 L24 N34'37 49 'W 187.16 L39 S84'24'1 0 E 155.12' L50 N85'07'48"E 202.50 L61 N16'20'20 E 130.30 L70 N86'50 42'E 46.30
C3 40'54'57" 248.01 177.11 S65'53'31"W 173.37' C14 11'34'38" 973.78 196.76 N81'03'23"E 196.43' L3 N57'03'00"E 154.41 ' L14 S24'49'00"E 188.69' L29 N45'26'03"E 132.82' L40 N56'19'10"E 144.89' L51 S86'46'42"E 159.53' L62 N45'28'40"W 46.07' L71 N74'54'49"E 75.02' `0 K���
C4 12'02'54" 473.79 SIM3 N87'37'28"W 99.45' C15 11'55'53" 905.00 188.46 N80'52'46"E 188.12' L4 N89'04'30"E 70.38' L15 S4424'00"E 244.00' L30 N81'35'44"W 80.10' L41 N23'02'15"W 37.90' L52 N73'21'48"E 115.31 ' L63 S44'31 '20"W 77.00' L72 N34'05'30"W 228.56'
C5 35'45 49 232.46 145.10 N80'31 23 E 142.75 C16 104'10'58" 255.00 463:68 N86'10'59"W 402.39 L5 N89'04 30 E 47.04 L16 S89'59 00 E 62.40 L31 S62'38 30 W 452.91 L42 N57'15 50 W 61.40 L53 N 17'40 18 E 304.56 L64 S 17'20 10 W 9 1 .96 , L73 S41-4332"W 95.3 3
S
C6 67'11'50" 42.15 49.43 S49'56115"W 46.65' C17 33'32'32" 388.00 227.14 S58'29'48"W 223.91' L6 N33'26'50"E 77.21' L17 S15'53'50"E 239.64' L32 N27'21'30"W 108.50' L43 N58'54'30"E 74.47' L54 S50'25'50"W 129.09' L65 S06'07'40"W 253.34' L74 S86'50'42"W 46.30' ` ``<6O. OS����,PJ��G
t �J
C7 31'51'00" 70.09 38,96 S00'24'50"W 38.46' C18 11'34'38" 1013.78 204.84 S81'03'23"W 204.50' L7 N20'25'10"E 212.89' L18 S24'47'10"W 669.67' L33 S62'38'30"W 175.00' L44 N37'38'50"E 44.20' L55 N50'25'50"E 179.62' L66 S48'04'40"E' , 91 .00' L75 S74'54'49"W 64.49'
C8 29'58'00" 129.93 67.96 S30'29'40"E 67.18' C19 1 1'55'53" 865.00 180.13 S80'52'46"W 179.80' L8 N 19'50'00"E 344.50' L19 S38'04'10"W 253.83' L34 S06'05'00"E 42.52' L45 N21'39'30"E 97.03' L56 N65'34'10"E 218.80' L67 N 16'20'20"E 130.30' L76 545'26'03"W 122.30'
C9 104'06'24" 20.00 36,34 N35'42'52"W 31.54' C20 40'54'57" 288.01 205.67 S65'53'31"W 201.33' L9 S23'00'00"W 50.89' L20 N19'57'45"W 548.52' L35 N85'20'00"E 45.64' L46 S26'25'00"E 128.65' L57 N16'48'10"E 373.23' L68 N45'28'40"W 46.07' L77 N81'35'44"W 80.10'
C10 31'51'00" 100.09 55.64 S00'24'50"W 54.93' C21 12'02'54" 513.79 108.04 N87'37'28"W 107.84' L10 S68'23'00"E 145.80' L21 N78'56'50"W 240.94' L36 S84'06'00"E 160.30' L47 S52'09'36"E 229.16' L58 N18'02'30"E 518.33' L78 S62'38'30"W 100.00'
C11 29'58'00" 159.93 83..65 S30'29'40"E 82.70' C22 35'45'49" 192.46 120.13 S80'31'23"W 118.19' L11 S55'56'00"E 142.90' L22 N60'47'50"W 114.87' L37 N51'09'30"E 81.80' L48 N19'45'24"E 68.52' L59 N87'46'07"W 313.07' L79 S38'44'14"W 126.49'
MAP REFERENCES NOTES
1. "PARKING IMPROVEMENT PLAN PREPARED FOR FISHERS ISLAND 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE 1
CLUB EAST END ROAD FISHERS ISLAND, NEW YORK - SITE LAYOUT" INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE ,
DATE: 01-31-2002 SCALE: 1"=20' SHEET 1 OF 2 BY CME/CPK PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR
DESIGN GROUP. CME FILE #2001878 EXCEEDS THE SCOPE OF THE ENGAGEMENT.
1
2. "SITE PLAN PREPARED FOR FISHERS ISLAND CLUB EAST END 2• IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY ,..
PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
ROAD FISHERS ISLAND, NEW YORK TENNIS PAVILION" DATE:: LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. v 1-7
/ 01-14-2004 SCALE: 1" = 20' SHEET No. 1 OF 1 REVISED 11THROUGH 7-4
09/01/06 BY CME ENGINEERING, LAND SURVEYING & ARCHITECTURE, 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND
PLLC. CME FILE #2004800 i SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL
7-12 I.
ARE THE PRODUCT OF THE LAND SURVEYOR. 7-6 3-1 2-2 ;
`\ \ 2-1
4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND 1
I 1-8
GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" 1
5. CLUB HOUSE SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF 1 7-11 7-5 L60
�--- I SUFFOLK TAX MAP 1000, SECTION 4, BLOCK 06, LOT 09. O L59
t 6. SITE IS LOCATED IN ZONING DISTRICT R-120. 7-7 r N/F WRECK I 1-9
` N/F VANHENGEL FALMLY ISLAND (NORTH) LL
7. BASE FOR LEVELS: NGVD 1929 PROPERTY TRUST (7 U, 'VACANT LAND
1-12
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GRAPHIC SCALE IN FEET 1000-4-4-9 EDMUND M. CARPENTER SINGLE FAMILY RESIDENCE The sewage dlspasa!a=nd:13`Ci:,!:Q�i;�fEGl t
/ JOHN N. IRWN III & �/ \ / at this location have t:2ea Inspectcd;:nefor DATE: 03/08/2018
1000-4-6-8 VACANT LAND
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1000-4-4-15 EMILY R. CRISP REVOC. TRUST SINGLE FAMILY RESIDENCE / �� �O /�� found to t3 satisfactory. SCALE: AS NOTED
1000-4-4-16 KANE K. BAKER SINGLE FAMILY RESIDENCE / \ 1�� ✓�-��'11'^
QUALITY CONTROL CERTIFICATION 1000-5-2-1 BRANDYWINE TRUST CO. SINGLE FAMILY RESIDENCE
PROJECT: #2015825
Office of Wastewater Management
GROUP REVIEWED DATE 1000-5-2-2 GAINES GWATHMEY SINGLE FAMILY RESIDENCE \\
PROJECT MANAGER
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ELEC.� - ' ' 2°p0 �\ �k BUILDING CORNER "B" CLEAN-OUT 1 8,5'
Box \'' \ Nt 1 CATCH �� /'� BUILDING CORNER "A" CLEAN-OUT 2 '
rr( } - � , ESE Of PP�ME BASIN ��\ �; ; BUILDING CORNER "B" CLEAN-OUT 2 24.5r
12.5
�A t = s \ ` p) BUILDING CORNER "A" GREASE TRAP 2 INLET MANHOLE 29,8'
71 i 1 BUILDING CORNER "B" GREASE TRAP 2 INLET MANHOLE 20.5'
j oPo I EPTIC BUILDING CORNER "A" GREASE TRAP 2 OUTLET MANHOLE 34.4'
H. BLDG' I 1 � "
• CNS BUILDING CORNER B" GREASE TRAP 2 OUTLET MANHOLE 26.3'
�� ✓ SEPTIC EXISTING 5.000 GAL.
SEPTIC TANK / i BUILDING CORNER "A" CLEAN-OUT 3 37.0'
BUILDING CORNER "B" CLEAN-OUT 3 29,5'
Rox�MPN�X� <� ti SEPTIC s
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{ BUILDING CORNER "A" GREASE TRAP WYE 78,0'
PARKING 00` O O�00 BUILDING CORNER "B" GREASE TRAP WYE 60.2'
00 BUILDING CORNER "A" CLEAN-OUT 4 F$f Nf
-" UESTONE I, / OO APPROX. LOCATION � c0 76.6 ��;�. ��� �•••. •�
gL WALK a" WATER SERVICE 2� BUILDING CORNER "B" CLEAN-OUT 4 60.0' P� W
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169 STORM TANK BUILDING CORNER "A" SEPTIC TANK 1 INLET MANHOLE 136.7' '` G�
MODULES
(STORM WATER / i TENNIS TENNIS COURT � J / PORCH CORNER SEPTIC TANK 1 INLET MANHOLE 134,7 • "v
RETENTION SYSTEM) i '' o " "
' J PAVILLION o BUILDING CORNER A SEPTIC TANK 1 OUTLET MANHOLE 144.8'
�p I 133.5'
ELECTRIC ` PORCH CORNER SEPTIC TANK 1 OUTLET MANHOLE
EXISTING GREASE TRAP v Tom• _L f O tl h
j BUILDING CORNER 'A" SEPTIC TANK 2 INLET MANHOLE 145.5
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WATER2' COPPER / BUILDING CORNER "A" SEPTIC TANK 2 OUTLET MANHOLE 148.4'
WATER SERVICE
ELECTRIC CONDUIT Jl it / INSTALLED '
MARCH 2018 PORCH CORNER SEPTIC TANK 2 OUTLET MANHOLE 129,3'
/ WITHIN 5' OF SEWER r � �
CATCH / LINES ENCASED �' BUILDING CORNER "A" SMH 1 '
BASIN / IN CONCRETE ` / \ 153.1
HVAC ° s + PORCH CORNER SMH 1 128,7'
Q / -
BUILDING CORNER "A" SMH 2 145.0'
BASEMENT (LOWER LEVEL) z PORCH CORNER SMH 2
117.8'
in KITCHEN (UPPER LEVEL) w 3
0 N ?4/ �i ��M BUILDING CORNER "A" SMH 3 164.1'
�� SMH 3 129.7' N
6" PERFORATED PVC J a PORCH CORNER
IN STONE TRENCH- 29 �• / J/ BUILDING CORNER "A" NORTHWEST CORNER OF LEACHING AREA 163.1' O
DISCHARGE TO CB 1 / 15.8' \
RESTROOMS PORCH CORNER NORTHWEST CORNER OF LEACHING AREA 122.7' O
KITCHEN/DINING L(UP ERELEVEL) DUMPSTER BUILDING CORNER "A" NORTHEAST CORNER OF LEACHING AREA 140.1' m
AREA \ I PORCH CORNER NORTHEAST CORNER OF LEACHING AREA 75,7' c I
I' BUILDING CORNER "A" SOUTHEAST CORNER OF LEACHING AREA
\ 105.3' Y
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CRAWL SPACE (LOWER LEVEL) � "� ! 1
KITCHEN (UPPER LEVEL) LOADING 3 PORCH CORNER SOUTHEAST CORNER OF LEACHING AREA 54.9' z U Q O
AREA O } I
BUILDING CORNER "A" SOUTHWEST CORNER OF LEACHING AREA 134.4' 0 0 >- O
PAVED f PORCH CORNER SOUTHWEST CORNER OF LEACHING AREA
RAMP I 111.1' Z O Z z Z �-
CART AREA 1 Q
SEPTIC ° I '
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AREA i �`� '/ �6, SEPTIC SYSTEM No. 2 INVERT TABLE Q -�
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a. O Q (V) G
2 NTE: UNLESS OTHERWISE INDICATED, ALL PIPING IS 6" SDR 35 PVC -I 0- (/)
i � ^ PRO SHOP (LOWER LEVEL) �S 6 STORAGE (LOWER LEVEL)
LLJ
../� DINING (UPPER LEVEL) EXISTING CLUB HOUSE DINING (UPPER LEVEL) '
/ GREASE TRAP (GT 1) DISTRIBUTION MANHOLE No. 1 (SMH 1) Q U)
26 1 STORY W BASEMENT 9 TT,=VARIES ±36.0 TF=±24.0 z d w
i b 29,919± SQ. FT. �� v INV.(BLDG)=32.11 INV.(ST 2)=18.05 L`- Lv 0 =
INV.(SEWER)=31.61 INV.(SMH 2)=18.03
CHANGING ROOMS (LOWER LEVEL) RESTROOMS (LOWER LEVEL)
PORCH CORNER BAR (UPPER LEVEL) GATHERING AREA (UPPER LEVEL) f RAIN I INV.(SMH 3)=18.01 = �- V)
8/ \ GARDEN SEPTIC TANK (ST 1) (n
,fig. ,� 2 �' TF=VARIES ±27 DISTRIBUTION MANHOLE No. 2 (SMH 2)
hs " " moo° ~ / o' �6. i ' INV.(BLDG)=18.67 TF=±24.2 LL U
f INV.(ST 2)=16.83 INV.(SMH 1)=17.84
BUILDING CORNER B KITCHEN (LOWER LEVEL) 6S. /• INV.(GALLERIES)=17.81
KITCHEN (UPPER LEVEL) /
30-4'X4'X8' PRECAST I INV=21.25 �\ SLPTIC TANK (ST 2)
AZFLEACHING GALLERIES CLEAN-OUT 1 STORAGE (LOWER LEVEL) TF=VARIES ±26 DISTRIBUTION MANHOLE No. 3 (SMH 3)
MANHOLES TO 'GRADE o. ------
IM✓.(ST 1)=16.83 TF=±24.1 (n
ON END UNITS g�• RESTROOEAL)AS/OFFICE INV.(SMH 1)=18.21 INV.(SMH 1)=17.87
� (UPPER LEVEL) f
160 STORMTANK % _' �, \O�, mss• 111 INV.(GALLERIES)=17.78
MODULES p f'° ,� 3 GIT 2 0 RAIN
STORM WATER �2� CLEAN-OUT 4 cam;,.- �6`L ,____�\ �, GARDEN I11 SEPTIC SYSTEM No. 2 (GALLERIES)
(RETENTION SYSTEM) ,(c,� C,�J SMH 3 SMH 2 `�i� MIYE ® i��� �' I _ • - TF=VARIES ±24.5
GT I 111 BOTTOM ELEVATION=14.59
i 3000 GAL. , I _
SMH i i / % GREASE TRAP 2 �\ HYDRANT _ INV.(SMH 3)=17.60 } cn
` / 17.60
I " i �'� �� 11 W.G. 111 EQUALIZATION PIPES=16.60 0°
�\, `•._ 2 BUILDING CORNER A '
CRUSHED 6" PERFORATED PVC BLDR. 111 1
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