HomeMy WebLinkAboutFishers Island Club o�a��f�ot,fCo
ELIZABETH A. NEVILLE �`� G¢r Town Hall,53095 Main Roa.
TOWN CLERK q P.O. Box 1179
Southold, New York 11971
REGISTRAR OF VITAL STATISTICS �y
MARRIAGE OFFICER i:P Fax (631) 765-6145
RECORDS MANAGEMENT OFFICER ��fQl ���� Telephone(631)765-1800
FREEDOM OF INFORMATION OFFICER � southoldtown.northfork.net
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 ApplicationNo. 3
Permit No.Cep- /6-OOv2
Applicant Name
Applicant Mailing Address QnLILIJ
Septic Tank�CQr Cesspool_ Dk, nn
Brief Description of Proposed Construction or Alteration A c` cA
Location of Proposed Construction/Alteration:
Owner of Property: F .Vi. 2�Clc.,J (!�`u(b
Owner Mailing Address: vZ CHLI Cc�ta, load
-
Owner Property Address: SAv2-�
Name and phone number of contact person
Tax Map No:/DO d Secttion Ll Block i�D Lot
6� _
Cross Street eoc �00 4�
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL
Signature of Ap Icant Date
Received by:
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CURVE DATA TABLE CURVE DATA TABLE UNE TABLE UNE TABLE UNE TABLE UNE TABLE UNE TABLE UNE TABLE UNE TABLE
CURVE DELTA RADIUS LENGTH CHORD CUF�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' C12i' , 89'01'35" 301.00 467.70 N86'14'19"E 422.05' L1 N01'29'30"W 200.00' Lit 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' C 13, 33'32'32" 348.00 203.73 N58'29'48"E 200.83' L2 N34'05'30"W 241.26' L13 S24'49'00"E 270.52' L24 N34'37'49"W 187.16' L39 S84'24'10"E 155.12' L50 N85'07'48"E 202.50' L61 N 16'20'20"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 S24449'00"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 N74'5449"E 75.02' ; s
_ 1
C4 12'02'54" 473.79 99.63 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 S44'24'00"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'
f r r " f r rr r r f r " f f " r > r " > f " r f "
C5 35'45 49' 232.46 145.110 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 N17'40 18 E 304.56 L64 S17'20 10 W 91.96 L73 S41'43 32 W 95.33f
C6 67'11'50" 42.15 49.43 S49'56'15"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'
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 '' 11'55'53" 865.00 180.13 S80'52'46"W 179.80' L8 N19*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 N16*20'20"E 130.30' L76 S45'26'03"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 N 19'57'45"W 548.52' L35 N85'20'00"E 45.64' L46 S26'25'00"E 128.65' L57 N 16'48'10"E 373.23' L68 N45'28'40"W 46:O7' L77 N81'35'44"W 80.10'
r,
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" 192.46 120.1 3 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 S38-44'11 4"W 126.49'
MAP REFERENCES NOTES
1. 'PARKING IMPROVEMENT PLAN PREPARED FOR FISHERS ISLAND 1. THIS SURVEY WAS PREPARED FOR THE PARTIES ANDPURPOSE py,
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 alb
DESIGN GROUP. CME FILE #2001878 EXCEEDS THE SCOPE OF THE ENGAGEMENT. c
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 ' ��' ha' g�► �O
/ 01-14-2004 SCALE: 1" = 20' SHEET No. 1 OF 1 REVISED THROUGH 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 SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL 7-12
ARE THE PRODUCT OF THE LAND SURVEYOR. \ 7-6
C 3-1
2-2
4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND 2-1 1
GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" 1-8 1
I 5. CLUB HOUSE SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF ` 7-11 7-5 160 y
'
�-- I SUFFOLK TAX MAP 1000, SECTION 4, BLOCK 06, LOT 09. \ _- 1 L59 o
6. SITE IS LOCATED IN ZONING DISTRICT R-120. \ \ 7-7 m N/F WRECK 1-9
N/F VANHENGEL FAMILY ISLAND (NORTH) LLC /
7. BASE FOR LEVELS: NGVD 1929 PROPERTY TRUST
'VACANT LAND'
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1-12
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\ \ 7-10 7-8A 1-10
N/F KINDER VH CORP LLC �� /
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12-3 \ i `_ N/F JOHN A NIELSEN / Q
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4, / - - ;'SHEET No. DESCRIPTION a °' CO
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PORTION -
1,75V
LONG SNORE 1000-4-4-16 8_11 / 3 OVERALL SITEPLAN
Ll \ N/F MARY DENNY WRAY 4 LAYOUT AND GRADING
4-4-4
PORTION �- -� I� v 1995 TRUST N/F H. L FERGUSON MUSEUM, INC / 5 UTILITIES, DRAINAGE. & EROSION
12-1 10-1, 10-8 10-2
'VACANT LAND' / AND SEDIMENTATION CONTROL
4-4-5 8-12 8-10 `�` / 6 SEPTIC DESIGN
12-7 N/F GAIN #16
6ATHMEY 1000-5-2-3 / 7 LANDSCAPE AND LIGHTING
PORTION L8 L14 N/F SARA E EVANS M
8 DETAILS
10-81 10-7A,B . `�J`/! L51
EROSION & SEDIMENT
4-4-6 .
1000-4-4-8 I" L1 16 ' 1000-5-2-2 Ir CONTROL/ ( 9 CONTROL PLAN
1000-5-2-4
11-4 #t8 FISHERS ISLAND DEVELOPMENT CORP. #2 t' 3 N/F HAMILTON ?
#1 33.32± ACRES X16 /F BRANDYWINE TRUST CO., RESIDENCES LLC
7 1 AS TRUSTEE
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SUBDIVISION #3 r N w w w w w
1979 C2 '1h 9 / --� �- / z z
C19 ` �� -� /
3 U4 \ / Z d j 0 0 1n 000
T 2 C 171 / �� I �.. Cr '� e U oZ v e v
MILD KEN I G�1 G14 L70 C15 \ /� / ?i Suffolk County Department of Health Services w o z W w N w w a.
SUBDIVISION j L17 �_ _� / ,
Approval for Other Than S1 F000
-- -- -- 1979 ..- - G,S / / �_' _� r f \ • ---� \ 'R N o X x x _
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�� / ---------- - --- -- _ - / - - ra�C,'� - -- �� Reference No._�-f G-l(-occ� Design FIow38(06�D --- N ' o � _j � 3 w � ti
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VACANT C16 ® GOLF i These plans have been reviewed for general conformance with Suffolk - 3 0
LAND CLUBHOUSE W N N N N N N N N N
I cAMPeEu ` County Department of Health Services standards,relating to water supply Q rn co W to to o rn
® ' and sewage disposal. Regardless of any omissions,inconsistences or lack � � �
L1 L24 G�Z I FISHERS ISLAND DEVELOPMENT CORP. 0-1.;0-e 10-z Z� of detail.construction is required to be in accordance with the attached o 0 0 0 0 0 0 0 0
11.92- ACRES permit conditions and applicable standards unless specifically waived by
DEVELOPISLAND ORP. � L22 1000-4-6-9 DEED / I �S
the De o N M a LO tD ■, 00 On
\ L21 LINE / A I I r:� 1�10-7AA io-3 unlessextend n oral vat expires 3 years from the approval da. z
L1 I `{,
\ ® U vat Date Reviewer Q
/ 1" 10-4 I-
/ \ NOTE: ALL DEVELOPED ABUTTING PROPERTIES ®a�8 Q o
L20 CONNECTED TO MUNICIPAL WATER AND HAVE to-s ems` o 0
ON SITE SEPTIC SYSTEMS. / N 04
WATER LINB(s) MUST se INS1•ECTED 00 00
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L1 OF OLK COUNTY DEPT. OF HEALTH BERvICES. tD o I i Y M I o
I ABUTTERS CALL 652-5754, 46 HOURS IN ADVANCE, O a o o J
TO SCHl:DU E 1N '- Z �' w U-
I X M-S-B-L OWNER USE ® GOLF L SPECTIaN S- . � Z Z
15-16 & / 250 125 0 250 W Y
CLUBHOUSE ``' 3;_1
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/ MEN 1000-4-4-8 PRESTON REED, INC. SINGLE FAMILY RESIDENCE / o w = o
\ GRAPHIC SCALE IN FEET a m o 1o 0 0 �
/ 1000-4-4-9 EDIMUND M. CARPENTER SINGLE FAMILY RESIDENCE
1000-4-6-8 JOHN N. IRWIN, III & VACANT LAND DATE: 01/25/2016
JEANETTE IRWIN 1 ,
a 1000-4-4-15 EMILY R? CRISP REVOC. TRUST SINGLE FAMILY RESIDENCE / �O v�� EXCAVATION INSPECTION REQUIRE 0 SCALE: AS NOTED
1000-4-4-16 KANE K. BAKER SINGLE FAMILY RESIDENCE / \ SANITARY SYSTEM
FOR
QUALITY CONTROL CERTIFICATION 1000-5-2-1 BR,ANDYWINE TRUST CO. SINGLE FAMILY RESIDENCE PROJECT: #2015825
GROUP REVIEWED DATE / BY HEALTH DEPARTMENT
PROJECT MANAGER i 1000-5-2-2 GAINES GWATHMEY SINGLE FAMILY RESIDENCE \
SURVEY 1000-5-2-3 SARA E. EVANS SINGLE FAMILY RESIDENCE SHEET
ENVIRONMENTAL 1::10-00-5-2-4 HAMILTON RESIDENCES LLC SINGLE FAMILY RESIDENCE LOCATION MAP SCALE 1 "=400'
CIVIL
STRUCTURAL
I S j1IL I? S is AND C I- UB
I
ARCHITECTURAL
DESIGN DATA DENSRY LOAD CALCUUTION OTAL SITE .U_I
LEGEND '� ,.�.r` /� \ � a .
PROPERTY LINE SEPTIC SYSTEM No. 2 INVERT TABLE o S SYSTEM No. 1 GOLFERS 5 G/D X 120 = 600 G/D >� J
ABUTTERS LINE -- t` EXISTING SEPTIC SYSTEM TO THE NORTH IS APPROVED FOR TENNIS 5 COURTS X 100 = 500 G/D C �'
EDGE OF PAVEMENT NOTE: UNLESS OTHERWISE INDICATED, ALL PIPING TO BE 6" PER APPLICANT 13,
�2 t` / �'- CURRENT FLOWS UNDER PERMIT C10-05-0006 / .i r o
EDGE OF GRAVEL --------
HOUSE TRAP No 1 (HT 1) DISTRIBUTION MANHOLE No. 1 (SMH 1) I SNo. MAIN CLUB
EXISTING CONTOUR ___ 28 --- SYSTEM LO 2 RESTAURANT 200 SEATS (SEE PERMIT) X 10 G/D = 2 000 d N o 00
DESIGN FLOWS FOR THE NEW SYSTEM ARE AS FOLLOWS:
PROPOSED CONTOUR 26 TF=135.5 TF=126.0 p t, RESTAURANT SEATING 50 SEATS 30 G/D = 1 500 G/D NEW SEATING 50 SEATS X 10 G/D = 500 G/D .� V U
INV.(HOUSE)=22.35 INV.(ST 2)=20.95 o I Y
BAR SEATING 50 SEATS X 10 G D = 500 G D >� m
STOCKADE FENCE Al--�5' INV.(ST 1)=22.25 INV.(ST 3)=20.95 / - 12 "N S t, BAR SEATING 50 SEATS ® 15 G/D = 750 G/D / / � its v m
N F S 0 I t OUTSIDE DINING 50 SEATS 0 15 G/D = 750 G/D OUTSIDE DINING 50 SEATS X 5 G/D = 250 G/D
NOW OR FORMERLY INV.(SMH 2)=20.85 o < RETAIL 1,150 SF X 0.03 G/D = 35 G/D Lu ._ Ei o m c
WATER VALVE HOUSE TRAP No 2 (HT 2) INV.(SMH 3)=20.85 \ IM1 RETAIL 1,150 SF 0.03 G/D = 35 G/D STORAGE 4,375 SF X 0.04 G/D = 175 G/D V cn a = m
wv TF=±35.5 / \ / t` STORAGE 4,375 SF ® 0.04 G/D = 175 G/D I? / cn a.w Q. o 1n E
INV.(HOUSE)=22.55 DISTRIBUTION MANHOLE No. 2 (SMH 2) \ �'� t` GOLFERS 120 ® 5 G/D = 600 G/D BEACH CLUB LU Q a 3, w
INV.(GT 1)=22.45 TF=±25 p SEPTIC SYSTEM No. 1 t^ OUTSIDE DINING 200 SEATS (SEE PERMIT) X 5 G/D = 1,000 G/D Q O� c aim
INV.(SMH 1)=20.40 (EXISTING) p \ I " HOUSING 13 EMPLOYEES (SEE PERMIT) X 75 G/D = 975 G/D - -c m
GREASE TRAP (GT 1) INV,(GALLERIES)=20.20 p c TOTAL ADDITIONAL DESIGN FLOWS = 3 810 G/D tm V _j 0
PROPOSED BUILDING USES TF=VARIES ±34.0 - PERMIT C10-05-0006-S \ t� PARKING 15 G/D PER PARKING SPACE X 49 = 735 G/D V "_ m N
\ ` SEPTIC TANK REQUIRED - 3,810 X 2 DAYS FLOW = 7,620 GALLONS 0
USE* LOWER FLOOR (SF) UPPER FLOOR (SF) TOTAL (SF)
INV. HT 2)=22.30 DISTRIBUTION MANHOLE No. 3 (SMH 3) \ C TOTAL DESIGN LOAD = 7,270 G/D (n g
INV.(ST 1)=21.80 TF=±24.5 r
0 \ \ tC PROVIDE THREE 3,000 GALLON SEPTIC TANKS CONNECTED IN SERIES (PER OWNER) (� ° U N
INV.(SMH 1)=20.40 s t ;`{ ALLOWED- 17.5* X 600G D ACRE = 10,500 G D cu W co
RETAIL (PRO SHOP) 750 0 750 SEPTIC TANK (ST 1) INV.(GALLERIES)=20.20 N < ;p, TOTAL CAPACITY = 9,000 GALLONS / / / Q cn ao
I` M
OFFICE 400 1300 1700 TF=VARIES ±31 \\ TH_, 0 0 t` SEPTIC SYSTEM DESIGN ; * FISHERS ISLAND IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV ALLOWING A W (n cl
KITCHEN 775 4250 5025 INV,(HT 1)=21.70 SEPTIC SYSTEM No. 2 (GALLERIES) \ S ` m DISCHARGE OF 600 G/D/ACRE. THE AVAILABLE ACREAGE USED FOR THIS CALCULATION -a
INV.(GT 1)=21.70 TF=VARIES ±24.5 \ o / t< APPLICATION RATE- 1.5 G/D/SQ. FT. IS 17.5. THIS REPRESENTS THE TOTAL ACREAGE OF THE PARCELS LISTED IN THE (� C
BAR 425 400 825 INV.(ST 2)=19.37 BOTTOM ELEVATION=17.20 p t, 1 APPLICATION MINUS WETLANDS, AREAS WITHIN THE COASTAL EROSION HAZARD LINE,
INV.(ST 3)=19.37 1 3,810 / 1.5 = 2,540 SQ. FT. REQUIRED cc
INV.(SMH 2)=20.10 \ t` AREAS BELOW THE 100 YR. BASE FLOOD ELEVATION AND AREAS OCCUPIED BY THE GOLF J
DINING 0 6750 6750 `ry �, t\ 2,540/ 106 (EFFECTIVE SEEPAGE AREA PER GALLERY) = 24 GALLERIES REQUIRED
INV.(SMH 3)=20.10 \ HOLES. ADDITIONAL GOLF HOLES, ON LAND ALSO OWNED BY FlDCO, ARE LOCATED ON
GATHERING 0 5650 5650 SEPTIC TANK (ST 2) EQUALIZATION PIPES=19.20 \ I 25 GALLERIES PROVIDED ADJACENT PARCELS BUT ARE NOT INCLUDED IN THIS CALCULATION. AN AREA MAP IS
RESIROOMS 1650 750 2400 TF=VARIES ±29 O S o 1 ATTACHED. (SEE SHEET 1)
INV.(ST 2)=19.37 < GREASE TRAP DESIGN 1
MAINT./MECH .. 1750 450 . 2200 � INV.(ST 3)=19.37 \ / t1
STORAGE 1275 200 1475 INV.(SMH 1)=21.20 RECONSTRUCT EXISTING SANITARY SEWER/DOMESTIC WATER CROSSING GREASE TRAP AT WESTERN DISCHARGE
ALT. STORAGE 2900 0 2900 < t RESTAURANT SEATING 50 SEATS ® 20 G/D = 1,000 G/D l
SEPTIC TANK (ST 3) REMOVE & REPLACE EXISTING GRAVITY SEWER LINE WITH DR18 PVC PIPE \ \ <
TOTALI 29675 TF=VARIES ±29 ENSURE JOINT LAYOUT PROVIDES IV SPACING FROM JOINT IN SANITARYINV.(ST 1)=19.37 \ , 1 BAR SEATING 50 SEATS ® 5 G/D = 250 G/D
\ OUTSIDE DINING 50 SEATS ® 1OG/D D = 500 G/D
PROVIDE LOCKING CAST IRON
SEWER UNE TO LOCATION OF WATER LINE CROSSING \ \ � /
*UNDOCUMENTED SPACE CONSISTS OF CORRIDORS, MISCELLANEOUS CIRCULATION SPACE, CRAWL SPACES, AND SLAB ON GRADE AREAS INV.(ST 2)=19.37 \\ O > \ �� GOLFERS 120 ® 2.5 G/D = 300 G/0 COVERS TO GRADE (TYP)
INV.(SMH 1)=21.20 RE-LAY EXISTING WATER LINE, IF REQUIRED, TO PROVIDE A MINIMUM OF 18" OF
VERTICAL SEPARATION TO THE RECONSTRUCTED SEWER LINE \1 \ TOTAL KITCHEN LOAD = 2,050 G/D
i PROVIDE 2,500 GALLON GREASE TRAP I
TEST HOLE DATA WITNESSED BY RICHARD STROUSE P.E L.S. MARCH 1999 PROVIDE CONCRETE CRADLE ENCASEMENT OF ALL LINES AS REQUIRED
T.H. #1 TO ENSURE ADEQUATE SUPPORT OF UTILITIES
0"-10" TOPSOIL
10"-30" SANDY SUBSOIL PROVIDE LOCKING CAST IRON PROVIDE 8" SDR 35 PVC CROSSOVER PIPES ,
30"-96" FINE/MED. SAND SP \ �� COVERS TO GRADE TYP AT 20" O.C., 18" BELOW LIQUID DEPTH TYP 24"
WATER ® 96" \ BENCHMARK: ROD (TYP)
(TYP)
GROUND WATER ELEVATION ® 2.5 ± \ EL=12.89• (NGVD29) T �--_T T --------' 20w 8
\ \,_ 111�
APPROXIMATE SOIL UNE (TYP) REROUTE EXISTING 2.5" COPPER ( `-_ �► MIN. "
TES HOLE DATA WITNESSED BY RICHARD STROUSE P.E L.S. JUNE 2016 WATER SERVICE (TYP) X T ` ' I /�� �' h 12" MIN.
0"-15" TOPSOIL T T \ \ w } 6
15"-32" SANDY SUBSOIL SM ;
32"-144" SAND SP POORLY GRADED WITH LITTLE TO NO FINES t \ 24
' ( )
GROUND WATER ELEVATION ® 3'±
GROUNDWATER EXPECTED AT ELEVATION 3.0
FP I B ` 6�1 j -I `\ _ �\- . :..,;. , .: 20" 8» 6 TYP
HIGH RQ p ~- \ MIN. 4
EAST EN •,r MIN. d »
6 1
SOIL CLASSIFICATIONS : � .'
\ o �, 18" ' 18"
Bc - BEACHES \ !
Du - DUNE LAND ! \ �'"'► .
6' (TYP) ,' 10'� (TYP)
PIB _PLYMOUTH LOAMY SAND, 3-8% SLOPES
Fe C \N-,
\ \ 3
Rd6 RIVERHEAD SANDY LOAM, 3-8% SLOPES 4"
ReB - RIVERHEAD VERY STONY SANDY LOAM, 3-8% SLOPES STORMWATER INFILTRATION AREA \ `�.,, - /•/ / 1' MIN. SINGLE UNIT GREASE TRAP DETAIL
ReC - RIVERHEAD VERY STONY SANDY LOAM, 8-15% SLOPES
(SEE SHEET 5) / NOT TO SCALE
I, ❑ 6 NOTE: PROVIDED STRUCTURES SHALL MEET H2O LOAD RATING
\ OS" IIF
L �- \ / pO \ i ,,r (rfP.)
10.0 (TYP) Ra r
WAY �.
\ RIGNj OF PROVIDE 4.000 PSI CONCRETE SLAB K 8
WITH 4x4 W4.OxW4.O WIRE MESH-/
° REINFORCING AT MIO DEPTH (TYP)
\ .. � o�
\ / - IN a W e"SQ 90 MULTI UNIT SEPTIC TANK DETAIL •
'44 NOT TO SCALE
PROVIDE LOCKING CAST IRON �"',P,
NOTE: PROVIDED STRUCTURES SHALL MEET H2O LOAD RATING COVER TO GRADE (TYP) 0 F NO.x
- - - \ TENNIS 6" INLET PIPE 9"0 KNOCKOUT FOR
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2 ALL JOINTS SHALL HAVE BUTYL 48" DIA NORMAL-
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QUALITY CONTROL CERTIFICATION l �• / ` r� r`
r PROJECT: #2015825
GROUP REVIEWED DATE •-'- '' i '"'/ `` �� / � �f 1 / /~ 22 ,
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