HomeMy WebLinkAboutTR-7236AJill M. Doherty, President
James F. King, Vice-President
Dave Bergen
Bob Ghosio, Jr.
John Bredemeyer
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1892
Fax (631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit No.: 7236A
Date of Receipt of Application: February 26, 2010 (2124/10)
Applicant: Joint Industry Board for the Electrical Industry and E. and C.
Property Holding, Inc.
SCTM#: 83-2-17.3
Project Location: 3800 Duck Pond Rd., Cutchogue
Date of Resolution/Issuance: February 24, 2010
Date of Expiration: February 24, 2012
Reviewed by: Board of Trustees
Project Description: To remove the existing sanitary system, pursuant to
Suffolk County Health Dept. standards; trench new sanitary lines; abandon old
pipes, septic pools; and fill rings or remove as directed by SCHD.
Findings: The project meets all the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code. The
issuance of an Administrative Permit allows for the operations as indicated on the
site plan prepared James, Lasala & Associates, LLP last revised December 9,
2009.
Conditions: If the pools on the west side of property need to be removed, a line
of staked hay bales shall be placed down along the property line and read.
If the proposed activities do not meet the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code, a
Wetland Permit will be required.
This is not a determination from any other agency.
z//~i ~t'16 t "', ~'~t'O..~,~ ~-~4'~C~ Office Use Only
~Coastal Erosion Pe~it Application
~Wetland Permit Application ~ Administrative Permit
Amendment~ran~r/Extensio~ ~ ~
~Rec~ed Application: ~[[0 {O}~qllO)
~ceived Fee:$ ~'
~mpleted Application ~
Incomplete
SEQRA Cl~sification:
Type I Type II__Unlisted
~Coordination:(date sent)
~LWRP Consistency Assessment Fo~
CAC Refe~aI Sent:
~Date of Inspection:
~Receipt of CAC Repom
Lead Agency Determination:~
~echnical Review:
Public Hearing Held: ~q~[~
Resolution:
Name of Applicant
Address
Phone Number:( ) 0'/° PCx~ J'~C)h_nt{' 7(D¥-' L.i 3'~O
Suffolk County Tax Map Number: 1000 -
Property Location:
(provide LILCO Pole ~ distance to cross streets, and location)
AGENT: ~ ~2~- i~¢ CC~ c~
(If applicable)
Address: .~( 0"~- 0
1',4-'ff.
Board of Trustees Application
Land Area (in square feet):
Area Zoning: ~_~, ~
Previous use of property: ~x.Ad:xk-~
Intended use of property:
Covenants and Restrictions: Yes x,~ No
If "Yes", please provide copy.
Prior permits/approvals for site improvements:
Agency Date
GENERAL DATA
__ No prior permits/approvals for site improvements.
Has any permit/approval ever been revoked or suspended by a governmental agency?
X No Yes
If yes, provide explanation:
Project Description (use attachments if necessary):
82/26/2818 12:81 7G5G$41 BOARD Of TRUSTEES PAGE 81
Board of Trustees Application
WETLAND/TRUSTEE LANDS APPLICATION DATA
Purpose of the proposed operations:
Area of wetlands on lot: ~ ~¢~_~ square feet
Percent coverage of lot:
Closest distance between nearest existing structure and upland
edge of wetlands: IID ' feet
Closest distance between nearest proposed structure and upland
edge of wetlands: .~oc~ r feet
Does the project involve excavation or filling?
If yes, how much material will be excavated? "TROD cubic yards} ~ he
How much material will be filled? ~k'v'-~-~~' cubic yards
Depth of which material will be removed or deposited: /N/].~ feet
Proposed slope throughout the area of operations: ~C4 ~
Manner in which material will be removed or deposited:
Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by
reason of such proposed operations (use attachments if appropriate):
Board of Trustees Application
County of Suffolk
State of New York
~'-~0,~ CX./Z~ C ('~ (~(.~/~q BEING DULY SWORN
DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE
DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE
TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK
WILL BE DONE 1N THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY
BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT
AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES
HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING
UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS
APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR
REPRESENTATIVES(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE
PREMISES IN CONJUNCTION WITH RE~ APPLICATION.
Signature
SWORN TO BEFORE ME THIS
DAY OF '~-.~-~ ,20 lO
APPLICANT/AGENT/REPRESENTATIVE
TRANSACTIONAL DISCLOSURE FORM
The Town of Southold's Code of Ethics prohibits conflicts of interest on the par[ of town officers and employees. The purpose of
this form is to provide information which can alerl the town of possible conflicts of interest and allow it to take whatever action is
necessary to avoid same.
(Last name, first name, middle initial, unless you are applying in the name of
someone else or other entity, such as a company. If so, indicate the other
person's or company's name.)
NAME OF APPLICATION: (Check all that apply.)
Tax grievance Building
Variance Trustee
Change of Zone Coastal Erosion
Approval of plat Mooring
Exemption from plat or official map Planning
Other
(lf"Other", name thc activity.)
Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee
of the Town of Southold? "Relationship" includes by bloo& marriage, or business interest. "Business interest" means a business,
including a partnership, in which the town officer or employee has even a partial ownership of (or employment by) a corporation
in which the town officer or employee owns more than 5% &the shares.
YES NO x~
If you answered "YES", complete the balance of this form and date and sign where indicated.
Name of person employed by the Town of Southold
Title or position of that person
Describe the relationship between yourself(the applicant/agent/representative) and the town officer or employee. Either check
the appropriate line A) through D) and/or describe in the space provided.
The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply):
__A) the owner of greater than 5% of the shares of the corporate stock of the applicant
(when the applicant is a corporation);
B) the legal or beneficial owner of any interest in a non-corporate entity (when the
applicant is not a corporation);
__C) an officer, director, partner, or employee of the applicant; or
__D) the actual applicant.
DESCRIPTION OF RELATIONSHIP
Form TS 1
Submitted this~
Signature C
Print Name
SUFFOLK COUNTY DEPARTMENT
OF HEALTH SERVICES APPLICATI'ON
FOR
SANTORINI BEACH RESORT
3800 DUCK POND ROAD
CUTCHOGUE
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW
12/09/09 SOPHS NOV 09 COMMENTS MG
10.29.09
7.10.09
3/04100
SCDHS AUG 09 COMMENTS
SCDHS 1/16109 COMMENTS
MG
3/04/09 SCDNS OWM 2/27/09 COMMENTS
11t18/08 ISSUED TO SCDHS
REVISED PER SCDHS COMMENTS
DATE DESCRIPTION
MG
MG
MG
BY ·
IT IS A VIOLATION OF THE LAW FOR ANY PERSON.
UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT/ENGINEER, TO ALTER iN ANY
WAY ANY ITEM ON THESE DRAWINGS, IF AN ITEM
BEARING. THE SIAL OF AN ARCHITECT/ENGINEER
ALTERED, THE ALTERING ARCHITECT/ENGINEER
SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND
THE NOTATION "ALTERED BY" FOLLOWED BY
HIS/HER SIGNATURE AND THE DATE OF SUCH
ALTERATION, AND A SPECIFIC DESCRIPTION OF
ALTERATION ON THE DRAWING.
GEN-ERAL NOTES:
3.SANITARY GRAVITY LINES SHALL BE LAID A MINIMUM DiS~rANCE OF IO,O'HORIZONTALLY
4.'l~J: CONTRACTOR S~L FURASSH A~gI) Ii, STALL Ai~ UNDE[%GROUND MAi~G~G
TAPE ALONG ALL ~,EWER LINES, FORCE MATN AND HOUSE CO~N'E CTIONS.
6.1T IS THE RESPONSIB1LITY OF THE CONTRACTOR TO R~STORE ALL AREAS DISTUKBED
BY THE WOP. K TO tti~ CONDITION AS BEFOKE ~ WORK CO--CED.
S.TH~ CONTRACTOR S1T~kLL BE RESPONSIBLE FOR MAINTAINING T~E CONSIRUCTION SiT~
TN A NON-HAZARDOUS COND1SDON ALL TN ACCORDANCE ~TH TH][ REQU]P~Iv~NTS OF TH~
9.FINAL APPROVTkL SHALL NOT BE GRANTED UNTIL ALL TI-rE FOLLOWING P~EQUIKEMRN TS
] 0.THE MOTELS, FOOL CABANA, RESTAURJkNT AND TRATbHNG FACILITY AF~ TO BE USED BY THE M~MBERS OF
"THE PLANS AND SPECIFICATIONS HEREIN ARE
INTENDED FOR THE SUBJECT PROJECT ONLY AS A
RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN
THE OWNER AND JAMES, L~SALA & ASSOCIATES,
LLP. THESE PLANS AND SPECIFICATIONS WILL BE
THE SUBJECT OF A COPYRIGHT PETITION AND MAY
NOT BE REVISED OR REUSED BY ANYONE WITHOUT
THE WRITTEN AUTHORITY OF JAMES, LASALA &
, ASSOCIATES, LLP."
JAMES, LASALA &
ASSOCIATES, LLP
ll OVAL DRIVE
SUITE 129
ISLANDIA, NY 11749
TELEPHONE: 6S1.592.2660 JOB f~ 08AL--OD146
FACSIMILE: 6S1.232.1536 JOB~ OSAE-O0014
EHffE~ GIACALONE
f ARCHITECTS, P.C.
DRAWING LIST: 1431 CONKLIN STREET
SAN-00 COVER SHEET IFARMINGDALE, NEWYORK117~5
TE~16)420-8383 FAX:(516)420 0195
SAN:01 EXISTING CONDITIONS & DEMOLITION SITE PLAN
SAN[02 SANITARY & STORMWATER DRAINAGE SIT. E PLAN f PROJECT
SAN 02AWATER S~ERVICE SITE PLAN (note: water serwce to motels, restaurant and cabana ISA_NTORINI BEACH
/
has akeady been installed under the scdhs approved interim water supply plan)
sAN-o _ WATER e OFILES L
SAN 02CSANITARY PROFILES
SAN-03 WEST MOTEL, EASE MOTEL & RESTAURANT SANITARY & STORMWATER DRAINAGE PLAN ' DP, AWlN~
SAN-03AWEST & EAST MOTEL SECOND FLOOR PLAN
SAN-04 TRAINING CENTER & CABANA SANITARY& STORMWATER DRAINAGE PI_,AN
SAN-05 SANITARY DETAH,S '
SAN-06 SANITARY DETAH,S & SEWAGE DISPOSAL DESIGN CAI,CULATIONS ~: '.:;T~as DATE ~/=~/o~ DP, AWN aY ..~.
SAN-07 SANITARY DETAILS . .:'~ 3OUmO~D SCALE ^5-~OT~ CHECKED aY ~.
SAN-08 SANITARY DETA ~LS
EDUCATION & CULTURAL PROPERTY HOLDINGS, INC.
FLUSHING, NY 11365 FI LE
(9~.(~ .g.O:'~" // / /DglLDIN~
EXISTING
SANITARY
VENT
REMAIN (TYP)
/ /
_/ / / VENT (TYF)'-
.- / /
/' qpS%NG \ / \
00%/// //'/' .,FENCE ON N
· / EX]STING
EXISTING
FOR
POOL TO
REMOVED
TO
HOLE
IN STREET
IRE
BY SCWA
LINE
STREET
MAIN
BY
®
.INK./
EX~STIN6
STO~
(TYP)
(SIZE
INSTALLE[
TWO (2)· 4
STING
TWO 12'¢ N \
RINGS ~'~
~
~LLW-~I
ATER ~ERVICE_.. FROM METER TO R'PZx
EXISTING '~TER U~TER x
/4" WATEI~' ~AP k
IN STREET FOR 2" ~ \
SERVICE/BY SCWA TO /
~rER ? PROPERn' U,~E
2"OW
/ :-.,
~.XISTING SIAMESE CONNECTION x
HOT, BOX FOR x :
EXISTINGDoMESTiC ANp FIRE SERVICES x'/a-.
FROM STREET/-
LEGEND
SOIL BORING LOGATIGN
EXISTING SANITARY POOL
WiTH PIPING ~ VENT
EXISTING WELL NOTES:
WELL W-h
No. S120279
INSTALLED BY KREIGER WELL & PUMP
CORP. COMPLETED AUGUST, 2002.
WELL
No. S58840
INSTALLED BY KREIGER WELL & PUMP
CORP. COMPLETED JUNE. 1976.
NOTE '
W-~ AND W-2 ARE NOT CONNECTED TO
THE POTABLE WATER SYSTEM.
\
\
~XISTIN~
PTH, STORM
INGkPOOL
TANK TO REMAIN I . 21~0
¢X8' DEEP PR~CAST LEACHI~G I ~
POOL TO REMAIN
~TJN~ POOL
EQUIPMENT / I II ]
SUFFOLK COUNTY
DEPARTMENT OF
HEALTH SERVICES
APPROVAL
tt~ViEWE~'$ INITIALS:
N %.,.
TOTAL A~NA O? PARCEL = 10.Sq ACRES
ELEVATION5 R~FERENCE
NOTE:
TAX LOT #85-2--1. 2 AND 17.2 HAVE
BEEN MERGED AND AND A NEW TAX MAP
NUMBER ASSIGNED BY SUFFOLK COUNTY
REAL PROPERTY~.~-IT.3) REPLACES THE
FORMER 85-2_~q~,_'2 AND 17.2 TAX MAP
N UMBER~.OLE B-2
,, -~ ~v~..TEST /
\ ~ I R, obH/TOILET \ \ \ \ \ \ .~ x . .
X, APPROX. 1000' ~ ~ HOLE ~-4 1~ ~ ~ ~ x ' ~ f I ~ ~ ~ /
VIST~
~ ' ' / // ~TEST ~OLE (T/YP) ' , x , . -
a T~55 ~~ x ~ t ,/ / "
~'-~'--*-~ ~ ~ / / FOR /Emm~,~ BO~ING x'-- ~ ~ ~ ~ ~ / : '
%/, // ~--~ ~ .~ , %% / / - % X x * ' k ~ k k ~. .~ ' / ".
',',/ ';> - '" - -'--'--'___ ') '-.
._ / / / _ / .5* ~ ..- '--..
~z_~__~..__~_..~. /.. ~ ................... ~% .................................. ~ ........................................... "~ .....
, p¢~/ / qx/ ~ ~ ../ ',. / ', .............................. ,
· ,' '-, / ~ 1.EXISTING SANITARY SYSTEMS SHALL BE EEMEDIATED AS INDICATED ON THIS D~WING.
DRIVE ~ "-..,. ~ / THE NEW SEPTIC SYSTEM IS ISSUER. THE CONTRACTOR '
SCDHS NOV 09 COMMENTS
DESCRIPTION
IT IS A VIOLATION OF THE LAW FOR ANY PERSON
UNLESS ACTING UNDER 'THE DIRECTION OF A
UCENSED ARCHITECT/ENGINEER, TO ALTER IN ANY
WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM
BEARING THE SEAL OF AN 'ARCHITECT/ENGINEER
ALTERED, THE ALTERING ARCHITECT/ENGINEER
SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND
THE NOTATION "ALTERED BY" FOLLOWED BY
HIS/HER SIGNATURE AND THE DATE OF SUCH
ALTERATION, AND A SPECIFIC DESCRIPTION OF TH
.. ~ 19.
-~ ',,~5 SHALL NOTIFY THE SCDHS OFFICE OF POLLUTION CONTROL
/ x \ ~ / ~" ,.' 72 HOURS (651 B54 2504) PRIOR TO THE COMMENCEMENT
" ( ~ ~ '~ '"'" OF ANY FIELD ACTIVITIES SO THAT SCDHS STAFF CAN
/ %' '"" BE PRESENT TO OBSERVE THE REMEDIATION WORK.
EXISTING CONDITIONS SITE PLAN
ALTERATION ON THE DRAWING.
"THE PLANS AND SPECIFICATIONS HEREIN ARE
INTENDED FOR THE SUBJECT PROJECT ONLY AS A
RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN
THE OWNER AND JAMES, LASALA & ASSOCIATES,
LLP. THESE PLANS AND SPECIFICATIONS WILL BE
THE SUBJECT OF A coPYRIGHT PETITION AND MAY
NOT BE REVISED OR REUSED BY ANYONE WITHOUT
THE WRITTEN AUTHORITY OF JAMES, LASALA &
ASSOCIATES, LLP."
.fAiVrR.8, LASALA &
ASSOCIATES, LLP
11 OVAL DRIVE
SUITE
ISLANDIA, NY 11749
TELEPHONE: 6S1.59Z2660 dOB # 08AE-00146
FACSIMILE: &~1.2~2.1536 JOElf~
?GIACALONE
CTS, P.C.
IN STREET
FARMINGDALE,' NEW YORK 11735
TEL:(516)420-8383 FAX:(516)420-0195
PROJECT 1
SA_NTORTN~ BEACH [
R_~S CRT m
DRAWING ·
DEMOLITION ~ITE PLAN
DATE ~/2BIO~ DRAWN BY
SCALE AS-NOTEP CHECKED BY H~.
PROJECTo~A~ ooa4 SHEET 2 OF 9
.... )HAWING NO.
\
EXISTING 8" FOR
TO
MAIN
BY
HOLE B-
IN STREET
SERVICE
LINE
EXISTING
4)
0
/
/
/
/
/
/
/
/
-- NEi'~ 4-' H CHAIN
LINK ~NCt5
C.,H,~.IN LINK.
....
CONDITIONS SITE PLAN
PAD
STRUCTURE
(~P)
SIAMESE CONNECTION
EXISTING HOT-BOX FOR
AND FIRE SERVICES ~
FROM STREET. ~
S" WATER SERVICE FROM METER TO RPZ
EXISTING WATER METER
INSIDE PROPERTY LINE
4" WATER TAP
IN STREET FOR
SERVICE BY SCWA TO
METER @ PROPERTY LINE
APPROX. 1000' FROM
VISTA
%_.
4"CW
4"FS
~' . COASTAL EF~ODION
\ HAZAi~ LINE
\
\ EXISTING
t RECEPTACLE
\ AT ROOM
~ TO
TEST~
IOLE\ B 3
\
\
\ EXISTING
WELL W-l: TO BE USED FOR
PURPOSES ONLY. ALL WELL
HAVE NEEB DISCONNECTED.
ARE NO CROSS COF~NECTIONS INTO
WATER SYSTEM.
PIELLW-1
STUB AT EDGE OF PAVEMENT
q MA'"E b
,¢ . ~ c¢-EXmT~NG 4" X?~ TAP SADDLE
~ ~/~" TO~ FUTURE ~" B~OW OFF
DoooI BALL. m.
AGAI~ ANY POTENTIA~ROSS-
ASSOCI~ED EQUIPMENT.- ~XISTIN~
-- ~XISTiN® POOL
EQUIPMENT
~OOM/TOILET5
EXISTIN6 T~EE LINE
LAND NOI~I OF~ FOF~.MEPJ-¥ OF
NIC, HOLA¢ ALLIANO
/
/
/
/
/
LEGEND
SOIL BORING LOCATION
EXISTING SANITARY POOL
WiTH PIPING & VENT
Z ap.
SLTFFOLK COUNTY DEPARTMENYOF HEALTH SERVICES
AP]PRO~
Pd~FEPJENCENU~BER: C_/ ~ 0 ~ ~ 0 0 ~
SEEDRAW[NO~ ~ OF ;¥ FOR SPECIAL CONDIT[ON$
I~VIEWER'$ INITIALS:
EXISTING WELL NOTES:
WELL W-l:
No. S120279
INSTALLED BY KREIGER WELL & PUMP
CORP. COMPLETED AUGUST, 2002.
WELL W-2
No. S58840
INSTALLER BY KREIGER WELL & PUMP
CORP. COMPLETED JUNE, [976.
NOTE
W-1 AND W-2 ARE NOT CONNECTED TO
THE POTABLE WATER SYSTEM_
EXISTING WELL W--2: TO BE USED FOR
IRRIGATION PURPOSES ONLY. ALL WELL
LATERALS HAVE NEED DISCONNECTED.
THERE ARE NO CROSS CONNECTIONS INTO
THE POTABLE WATER SYSTEM.
EXISTIN®
LIN,= (T':P)
,/
/
/
/
/
/
/
/-
./
./
/
/
/
/
/
SUFFOLK COUNTY
DEPARTMENT OF
HEALTH SERVICES
APPROVAL
A~5 ~CALE~ DIHENBIONAL~ P~O~ OU~VEY ~ JOHN C.
I~00-D~-2-1~.2
NOTE:
TAX LO/ #83--2--1, 2 AND 17.2. HAVE
BEEN MERGED At~D AND A NEW TAX MAP
NUMBER ASSIGNED BY SUFFOLK COUNTY
REAL PROPERT~Y.,~.#17.5) REPLACES THE
FORMER BS-2_.?~',J2 AND 17.2 TAX MAP
NUMBER~OLE
BUILDING GROSS FLOOR
AREA SCHEDULE:
1.WEST.MOTEL:8,0SO SF .
2.EAST MOTEL:B,285
3.RESTAURANT:3,154 SF
4.CABANA:I,6S4 SF '
5,TRAINING CENTER:18,000 SF
PF~OPEP-.T¥ LINE
LINE --
I ]
ISSUED TO SCDHS
DATE DESCRIPTION
MG
BY
IT IS A VIOLATION OF THE LAW FOR ANY PERSOI~
UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT/ENGINEER, TO ALTER IN AN~
WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM
BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS
ALTERED, THE ALTERING ARCHITECT/ENGINEER
SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND
THE NOTATION "ALTERED BY" FOLLOWED BY
HIS/HER SIGNATURE AND THE DATE OF SUCH
ALTERATION, AND A SPECIFIC DESCRIPTION OF THE
ALTERATION ON THE DRAWING.
"THE PLANS AND SPECIFICATIONS HEREIN ARE
INTENDED FOR THE SUBJECT PROJECT ONLY AS A
RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN
THE OWNER AND JAMES, LASALA & ASSOCrATES,
LLP. THESE PLANS AND SPECIFICATIONS WILL BE
THE SUBJECT OF A COPYRIGHT PETITION AND MAY
NOT BE REVISED OR REUSED BY ANYONE WITHOUT
THE WRITTEN AUTHORITY OF JAMES, LASALA ~'
ASSOCIATES, LLP."
JAMRS, LASALA &
ASSOCIATES, LLP
11 OVAL DRIVE
SUITE 129
ISLANDIA, NY 1174B
TELEPHONE: 631.592.2660
· FACSIMILE: 651.2S2.1B36
dOB ~ 08AE-00146
JOB 08AE-00014
IEHASZ GIACALONE
ARCHITECTS, P.C.
431 CONKLIN STREET
FARA
TEL:(
FARMINGDALE, NEW YORK 11735
TEL;(516)420-8383 FAX:(516)420-0195
' PROJECT
SANTORINI BEACH
]Rt~SORT
5800 DUCK ]POI',fD RO.A.D
CUTCI~OGT_I~, i',T~v' YO~ l 1935
· DRAWING
FINAL A6-~L~ILT
OF LLJ.A,T~--~ SUPPLy
DATE
CHECKED BY Ha
SHEET 2 OF 9
DRAWING NO.
./
./' ./" / J GREASE
./' // / TRAP
/ // RIM EL,
/
/
SANITARY & STORMWATER DRAINAGE SITE PLAN
On~· /' ./' /
L~M_= OF ^F'P.~,.~T 0'~' --" ,/
'~/-'/ ./ x ,~ ~-' ~ ~ /
HIGH
\ \ \
\ \
\\ \
\\\
\ \\\?\\
~UNDWATER @ B-4 IS 16.S FT.
> THE GROUND SURFACE ELEVATION 0 B-'4 IS 19.15 FT. - ............
> THE NmHEST EXPECTED GROUNDWATER EaVAT ON ESTIMATED SY REFERENCING
( ~TER = 7.5/6.56
HIGHEST EXPECTED GROUNDWATER ELEVATION IS 2.85 X 1.11 = s.16
HEIGHT
SANITARY STRUCTURE SCHEDULE ABOVE
STRUCTURE No. RIM EL INV EL IN INV EL OUT BOT[OM EL EFFECTIVE DEPTH GROUNDWATER
6.09
EXISTING WELL NOTES:
SUFFOLK COUNTY
DEPARTMENT OF
HEALTH SERVICES
APPROVAL
LE ®ENE
5ANITAP.'r' LEA~,HIN~ POOL
E/YONE \ .,. N,,~ ~5¢:' WELL W-l: NEI,'I ~,AT~,H tDASIN
PUMP S~ATION \ ~'----~_-' ~'~' No. 5120279 NOTE~ I
MODEL
\ \ ZZ.~,~ INSTALLED BY KREIGER WELL & PLJMP 1.EXIST[NO WATER SERVICE.
e~~ ) ~?/ '" DH152-93~ \ \ \\L-- -54 .... '~\ CORP. COMPLETED AUGUST, 2002. ~/L~ EXIGTIN~ HELL(5) ON THIS Pt~OPtBRTY ARE TO BE USEI~ FOJ~ I~ISATION ~RPO~5
~ ~ ~ ~ ----~ ~4~-~ q X WELL W-2 5. EXISTING SANITARY STRUCTURES ARE TO BE EEMEDIATED IN ACCORDANCE WITH
f~D ME~SURED ~ ~ ~ .... ~ ~. q X No. S58840 SCDHS REOU~TIONS.
~ ~----46~ ~ ' x INSTALLED BY KREIGER WELL ~ PUMP 4.STOEMWATER DESIGN BASEn ON 2" RAINFALL.
'26'-28"~[ROM INV INV '~-~-~ X X~ X~.~X CORP. COMPLETED JUNE, 1976.
G~DE ~42-~ ~ ~ ~ XX %'~ ~ 5.SEE DWG. SAN-a3, SAN-04 FOE A~ SAN · STORM CALLOUTS (~p).
[XISTI ~ ~ X ~ X X ,
BOTH ~ ~~N ~ ~ ~ ~ ~, 'k EOT[ 6.ALL SEWER LINES/FORCE MAINS MUST BE LOCATED A MINIMUM OF 10'
BUI~INGS X ~ ~ ~ X ~ N W-Il AND W-2 ARE NOT CONNECTED TO HORIZONTALLY ~ 18' BELOW EXISTING WATER SERVICE LINES. SEED~W~G~ _0~t~ ~O[SPEC~COND~O]
~- ~ THE POTABLE WATER SYSTEM. 7.THE POOL CABANA, RE~AU~ANT AND T~INING CENTER ARE USED BY MEMBER5 ONLY AND '
IEATER ~ ~ X X X ~ ~ X ARE NOT OPEN TO THE PUBLIC.
MODEL DWG. ~ k X ~ ~ k ~ k k 8.BACK UP GENERATOR SHALL BE CAPABLE OF TURNING ON A~OMATICALLY AND
~ X N,X m / POWERING THE SAN~ARY PUMP STATIONS UPON POWER FAILURE.
-~' X ~ ~ X '~ X BUILDING GROSS FLOOR
/' k ~ ~ ~ ~ X ~0~ AREA SCHEDULE: ~E~ ANP ~OUNP~, ~ETLANP~ ANg PHYSICAL
I~TI~ x ~ ~ ~ ~-, X LWEST ~0TEL:8,O~0 SF A~E ~AL~ glHEN~IONALY P~oH ~U~VET BT dOHN G.
~DIA ~ X ~ ~ X ~ ~ ~ O~o~' ~.RESTAUBANT:~,154 SF
X ~ ~ ~ J ~ ~.0ABANA:I ,B~4 SF
TEMPORARY xx ~ ~ I ~ ~ ~ ~x ~ ~ I ~,
INV
I ~ ~ ~ CJTCHO~UEM~
STATION ' '~ ~S FORCE / 14.60 [ % X ~ ~ X ~
POWER (~P) STATION / I ~ ~ X ,~ N, ~ ~ 1000-83-2-1
'~- ~TEEAL / ~ { Z2.BO~ ~ ~ ~ px . ~ SCDHS AUG a9 COMMENTS MG
OUT~~ ~
ASSEMBLY CLEAN / / EL~ ~ [ ~ ~ ~ ~ ~ ~ ~ ~ ~
(TYP} FLUng / X k X X X '. O00-D~-2-1~ 2 SCDH~ 1/16/09 COMMEN~ MG
'/ ,/ - 'STAT~ (TYP) _(5) ~0'~ ~ ~ ~ ~ X x x X k
EXIST. % ~ / ./~ x x x x x x N x 11/18/08 R~ISED PER SCDHS COMMENTS MG
/ 4' FS x / ~ ~ X X X ~ X X X ~ ~, ~ ISSUED TO SCDHS
/ ~ / I S ~ k X X X X X ' ~ NOT~:
BOX ~ ~ ~ [~VC~ ~o~[ Il X xX ~k k k~ ~ X XX NX XX Xx X Xx N.. XX BEEN MERGED AND AND A NEW TAX MAP
X X N ~ NUMBER ASSIGNED BY SUFFOLK COUNTY IT IS A VIO~TION OF THE ~W FOR ANY PERSON,
....... : ~ ~ Nx x, SDR55 0 / ~ ~ N Nx X ~ N, ~EX~TN~N~ELL k Xx X N ~,~R~E~TY (~7.3) REPLACES THE UNLESS ACTING UNDER THE DIRECTION OF A
8" DIn ~ ~ ~ , <.~ , ~ ~ I ~ X k e~ X / k. - k k k x N NUMBERS. WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM
~ WATER .~ / rym~TIw~ N ~ ~ ¥~% [ / ~ k X k ~ k x k , X. X X - BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS
~AIN ~ WATER ~AP iN ST~E~ . · I / - · ~ - ~{~. I ~ k x X - ~ X N X X . x -/ N ~ ALTERED, THE ALTERINO ARCHITECT/ENOINEER
~ ' ,, /FOR EXIST~ x. / / t ~ / / ~: ~ J / q 'x -x ~ ~ ~ ~ '. X ./ '-~ ~} SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND
~ ~ ~r SERVICE TO ') ~ ~ / ~ ~ / j ~ ....... ~ ~ / X '~ '. k ~ ~ ~ '. ~ / ~- ~ THE NOTATION "ALTERED BY" FOLLOWED BY
~ ', / ' PROPERS/ ~ ~ ~ / I J ~/ ~l ~ ~ -. -~ X ~ ~ ~ ~. ~ /' N~ ~.. o.~ HIS/HER SIONATURE AND THE DATE OF SUCH
~ ~ / ~ ~ ' / / / -~ / J / /I ~ t '. q x ~ ~ ~ ~ x. ~ /' N ~ g~ ALTE~TION, AND A SPECIFIC DESCRIPTION OF THE
~ k / / ~ I ff / ~B ~ · · ~ ~ ~ GX k ~ ~ ~ ~[ /' k "N ~ ~ ALTERATION ON THE DRAWING.
~ , ~ ~ ~ ~ I CABANA SANITARY SYSTEM / / ~ PRECEPT SAN LEACHING POOl ~ ~ ~ I , L / / N .
~ ~ ', ~ ~lS~~ ' /~ % ~ - / I ~ ' ~ ~ X ~ ~ ~ ~ ~ ~. ~. ~ / , I ~ ~. LLP. THESE P~NS AND SPECIFICATIONS WILL BE
THE SUBJECT OF A COPYRIGHT PETITION AND MAY
/ . ~/,/~ ~--~ ~' ~ ......... ~k [ ~ / / ] ee x X -x 'x k 'x k X x / X ., / ~. NOT BE REVISED OR REUSED BY ANYONE WITHOUT
THE WRI~EN AUTHORITY OF JAMES, ~SA~
/ / ~ ~ x~ //~ ~~ ~ ~eo ~~- ......... NS I I -~ ~ ~ k k .... ~ ~ '~ ; ' / / '-
/ ~ ~ .~'/'/'.~/~ ~~e~ ~ ~ ........... ~ ~ '~ ~ )' / ) k x k k ~. k 'x ',../ $ ', ~ / / x., ASSOCIATES, LLP."
/ ~ .~/// ~ ,- /-'./.J ~.~ 3o-~~~ ...... ~_~ '/~ N ~ ~ / ' I k '~ k X X X '~ ~, ~ ~ I , / ~/~'x
n ~,/////,t///i/:,~-._~.CC~_~_=~ZZZZ .... ~-~.~-~_ x. ~/ [ / ./ ./ -~ x xx x~x. ~ ./ xx x ~ ~ ~ t / x.. ASSOC~TES, LLP
x~x ~J'/ .~ J _' / / , ; '_ / ~ ~ ~o~ ~ ~ ~ ~ ~ ~ ~ ~ , -. ~ -X -, ~ k ~ ~ x. S ~ ' ' ~ ~ t ~ ~ ~ N'
/
., 0 ~,4 .' - / .----/ /~ --~" ~ ~ ~ ~ ~ ~ ~ ~_~¢¢~_~. . - ~--~---~-~_~-~------ o .... . ) ./ . , ~ ~ -- x_~x x ~ x xx~-~-_~ ~- ~ , .... --/ ~--~ -'- .- ~TEL:(516)420-8383F~:(516~20-0195
. x . / / / / / / / . ~ __ . - ................ ~ ................. ~ ........ ~ ~6~~ ~ / / . - ~ I ~
~,'/- / / / / / / / / / / / ~ .' ~'s3'4o"a ~, '.- -- -- --- -- ~ ~- -- '~ ......... ~ ~ ~ -~- , .....................
~'-~'.x/.?,/:e~/~/./,~' - - -' -- .. ............. LA~N~O~L~ .'" SERVICE BETWEEN ~ " ......
/ ~Z 'x/ / ~ ' / / e / / / .." ". ," C.W. 1.5 ................... TH~ T. STEELE ~ J~AN~ P. ~T:[LE DATE ~l~a/~ D~WN BY
//~ / //~/,//%~/ /e/ // // ,--'" "-, ...'" O.W.R, 0.75 ....... S~IT~RY STRUCTUR~ REM~ATO~ SChedULE: NOT~: SOALE AS~NOTED [ONEOKEDBY
'~ / /- // ' / / / / / '% ,"' ....... - SANTARY POOL No 1.[LISTIng 8ANIT&RY SYSTEMS SHALL BE REMEDIATED AS NDICATED ON ~HIS
'~' / / / / /[ f/,/d/~z // ~.,~ ........... ~ ,.' ~.W. ] .~ ~T~Y.STRUeTURE ABANDONMENT SCHEDULE: 1,4,7,9,10, 1,12,1~ AND POOL5 A5 OVERFLOW FROM TNESE IN A~CORDAN~E WITH SUFFO~ COUN~ OEPARTMENT OF HEALTH SERVCES REQUREMENTS. PROJEO~O~Ol4 ~1 OF
' ~','x ~ x x'x x C / ---~' "" "'" -' '"' H.W.R. 0.75" ~Z~'~7 8 9 10 11 1~ lS 14 15 ;6 SHALL BE R[MEDIAT~D BEFORE A PERM T TO CONSTRUCT 2.ALL EXISTING SANITARY LEAGHING POOL ~RUOTURES ARE TO BE COMP~LY
X x X Xxx Z ~ " ~ .'"' l~.' .............. .
, x~ ~ ~.~ ,.. WASHING $~ ~oT~ T~ sc~s on~m~ o~ Po~u~mn COre,GL ~z, ,~,xx ~"~ ~ ~WlN~ NO.
~ %' .0" 72 HOURS (6~I 854 2504) PRIOR TO THE COMMENCEMENT
~ '-.. / MACHINES 1 OF ANY FIELD ACTIVITIES SO THAT SCDHS STAFF CAN
EXISTING
-E'~ISTING
LEACHING~
POOl (TYP)
,\
\,
IN STREET
FOR
BY SCWA
TO LINE
STREET
MAiN
// //
NG
(SIZE
GYP)
4"C¥
2"CW
',lO 4"FS
~XISTING SIAMESE CONNECTION
EX~STING HOT-SOX FOR
DOMESTIC AND FIRE SERVICES :>-~
FROM STREET.
S" WATER SERVICE FROM METER TO RPZ
EXISTING WATER METER
INSIDE PROPERTY' LINE
4" WATER TAP
IN STREET FOR 2"
SERVICE BY SCWA TO
METER 0 PROPERTY LINE
\
APPROY~ 1000' FROM
\ VISTA PLACE
EXISTING WELL W-l: TO BE USED FOR
IRRIGATION PURPOSES ONLY. ALL WELL
LATERALS HAVE NEEB DISCONNECTED.
THERE ARE NO CROSS CONNECTIONS INTO
THE POTABLE WATER SYSTEM.
4"FS
VALVE
WITH SHUT-OFF
FUTURE BUILDING
iEJ[Z~V OFF~_4,CW
DOC, C,[ BALL /"----
COUP..T / ~
RPZ DEV~~
BE pROVIDED TO pROJECT/
AGAINST ANY POTENTIAL~ROSS-
CONNECTION FROM THE
SWIMMING pOOL AND
ASSOCI~ED EQUIPMENT.-
~<ISTIN~ POOL
EQUIPI'4~NT
OUTOOOR
FX[~ I IN~ CABANA5 -
ABANDONED EXI~ ~EB' DEPTH STORM
SERVICE TO CABANA. ~CHING POOL
WITH SOUB COVER
~ Elm EL 2L50
,_ ..........
N~C
W-
TH[
EXISTING WELL W-2: TO BE USED FOR
IRRIGATION PURPOSES ONLY. ALL WELL
LATERALS HAVE N/ED DISCONNECTED.
THERE ARE NO CROSS CONNECTIONS INTO
THE POTABLE WATER SYSTEM.
,/
0 /
/
/
/
/
**EXISTING COPPER WATER
SERVICE BETWEEN MOTELS
C.W. 1.5"
C.W.R. 0.75"
H.W. 1.5"
H.W.R. 0.75"
WASHING
MACHINES 1.0"
NOTE:
i.ALL WATER SUPPLY SYSTEM COMPONENTS SHALL
BE INSTALLED IN ACCORDANCE WITH AWWA C-600
STANDARDS AND DISINFECTED AND TESTED IN
ACCORDANCE WITH THE AWWA C-651 STANDARDS.
2.ALL POTABLE WATER MAINS AND SERVICES MUST
BE LOCATED A MINIMUM OF 10 FEET AWAY FROM
SEWAGE DISPOSAL COMPONENTS AND STORM DRAINAGE
POOLS. SEWER AND WATER LINE CROSSINGS, WHEN
ENCOUNTERED, SHALL CONFORM TO THE REQUIREMENTS
STIPULATED IN STANDARDS ISSUED BY THE HEALTH
DEPARTMENT OFFICE OF WASTE WATER MANAGEMENT.
WATER SERVICE "SITE/ PLAN
SANITARY STRUt
POOL No.:
1,2,5,4,5,6,7,8,~
lg.
FIRE SERVICE PIPING NOTES
1. PIPING SHALL BE DUCTILE IRON COMPRESSION FITTING STYLE (AMERICAN
DUCTILE PIPE FASTITE AS STANDARD).
2. PIPING MUST MEET : ANSI/AWWA C155/A21.55 -- AMERICAN NATIONAL
STANDARD FOR DUCTILE-IRON COMPACT FITTINGS, S-INCH THROUGH
24-INCH AND 54-INCH THROUGH 64-INCH, FOR WATER SERVICE
3. STANDARD PIPE LENGTHS ARE 18'-0"
SUFFOLK COUNTY WATER AUTHORITY
INSTALLATION NOTES:
1. PIPING TO BE INSTALLED AT A MINIMUM 4-~ FEET DEEP FROM THE
BUILDING(S) TO THE PROPERTY LINE.
2. PC MUST ACQUIRE A 215 FORM (PLUMBERS MEASUREMENT FORM) AND
FULLY COMPLETE AND SUBMIT TO SCWA PRIOR TO SCHEDULING FOR TAP.
S. A SHUT OFF VALVE MUST BE INSTALLED WHERE PIPE FIRST ENTERS THE
BUILDING AND SHOULD BE INSTALLED PRIOR TO THE SERVICEENE
INSPECTION.
4. ALL UNDERGROUND FITTINGS MUST BE COMPRESSION OR FLARE TYPE.
5. IPC MAY USE TYPE 'K~ SOFT COPPER (75'-Z00') OR NSW-PW PLASTIC PIPE
MAY BE USED. IF PLASTIC PIPE IS USED, THE FIRST FIFTEEN FEET (15'0")
FROM THE BLDG. AND THE LAST FIFTEEN FEET (15'0') MUST BE "K" SOFT
COPPER. PLASTIC PIPE MUST DE CLASSIFIED TO 200 PSi. DUCTILE IRON
PIPING FOR THE ENTIRE RUN IS ACCEPTABLE FOR FIRE SERICE PIPtNG
ONLY.
I
, , Y oF'/%_
SUI~OLK COUNTY DEPAK'TMEI~..SF HEALTH SERVICE~'---
R.EI:ERENCENU1MBER: C_) D- O '~ - O 0 ~
SEEDRAWING # ) OF~FORSPECIALCONOiTION$
REV1EWER'S INITIALS: ~
SUFFOLK COUNTY
DEPARTMENT OF
HEALTH SERVICES
APPROVAL
NOTES
1. B"~ S.C.W.A. PUBLIC WATER IS EXISTING IN DUCK POND ROAD
& A SERVICE TAP IS EXISTING TO THE SITE.
2. THE EXISTING WELL(S) ON THIS PROPERTY ARE TO BE USED
FOR IRRIGATION PURPOSES ONLY. ALL WELL LATERALS HAVE
BEEN DISCONNECTED AND REMOVED FROM THE POTABLE
SYSTEM.
3. ALL WATER SERVICE PIPE ON PROPERTY IS FED BY SCWA
STREET MAIN.
~.. INSTALLATION OF WATER SERVICE SHALL NOT INTERFERE WITH
OTHER WORK.
BUILDING GROSS FLOOR
AREA SCHEDULE:
1.WEST MOTEL: B,050 SF
2.EAST MOTEL: 8,285
3.RESTAURANT; 3,154 SF
4.CABANA: 1,634 SF
5.TRAINING CENTER: 18,000 SF
LEGEND
EXISTING FIRE SERVICE
EXISTING WATER SERVICE
PROPOSED FIRE SERVICE
PROPOSED WATER SERVICE
METES AND BOUNDS, AND PHYSICAL STRUCTURES ARE SCALED DIMENSlONAL¥ FROM
SURVEY BY JOHN C. EHLERS LAND SURVEYOR DATED 4/5/00
TOTAL AREA OF PARCEL = i6.59 ACRES
ELEVATIONS REFERENCE U.S.G.S.
SITUATE: NOTE:
3800 DUCK POND ROAD
CUTCHOGUE
TOWN OF SOUTHOLD
SUFFOLK ~OUNTy, NY
S.C.%M. SECTION, EOT ~ BLOCK
1000-85--2-1
1000-85-2-2
1000-85-2-17.2
TAX LOT #85-2-1. 2 AND 17·2 HAVE
BEEN MERGED AND AND A NEW TAX MAP
NUMBER ASSIGNED BY SUFFOLK COUNTY
REAL PROPERTY (#17.3) REPLACES THE
FORMER 83-2-1, 2 AND 17.2 TAX MAP NUMBERS.
LOCATIOI~ OF SUBSURFACE FACILITIES IS A~PROXIMATE AND SHOULD BE TAKEN AS
SUCH. CONTRACTOR SHALL FIELD 'VERIFY THE LOCATIONS OF EXISTING UTILITIES AS
REQUIRED BY THE WORK·
GENERAL NOTES RELATING TO FASTITE FITTINGS
1. FI'FDNGS "ANSI/AWWA C155/AZ1,55" ARE ESSENTIALLY AS SPECIFIED IN THAT
STANDARD. FIT[INGS IN TABLES WITH THE HEADING "AMERICAN STANDARD" ARE EITHER
NOT INCLUDED IN THE ANSI/AWWA STANDARD OR VARY THEREFROM IN WEIGHTS.
DIMENSIONS, AND/OR JOINTS.
2. FITTINGS ARE MANUFACTURED Of DUCTILE IRON QUALIFIED AS PER GRADE
70-50-05 (MINIMUM TENSILE STRENGTH: 70,000 PSi; MINIMUM YIELD STRENGTH:
50,000 PSi; MINIMUM ELONGATION: 5~4) AS SPECIFIED IN AWWA Cl10 AND C153.
S. WEIGHTS OF ACCESSORIES ARE NOT INCLUDED IN WEIGHTS OF FITTINGS SHOWN IN
TABLES UNLESS SFEClFICALLY NOTED. FOR WEIGHTS OF ACCESSORIES.
4. FOR ALLOWABLE JOINT DEFLECTION OF FASTITE, FLEX-RING, AND LOK-EING FITTING
JOINTS.
5. ALL PRESSURE RATINGS ARE FOR WATER SERVICE.
6. SOME FITTINGS ARE AVAILABLE WITH BODY METAL THICKNESS AND WEIGHTS OTHER
THAN SHOWN IN THE TABLES, SOME FIT[FFLOS ARE AVAILABLE IN DIFFERENT SIZES AND
WITH DIFFERENT SIZE COMBINATIONS THAN SHOWN. ALL SIZES AND BODY METAL
THICKNESSES LISTED MAY NOT BE AVAILABLE DUE TO EQUIPMENT CHANGES. CHECK
AMERrCAN REGARDING SPECIAL REQUIREMENTS.
7. FITTINGS MAY BE FURNISHED BY AMERICAN WHICH ARE MANUFACTURED BY OTHERS,
ANY SUCH FITTINGS WILL NORMALLY BE MANUFACTURED IN ACCORDANCE WITH
APPROPRIATE ANSI/AWWA STANDARDS.
8. CENTER--TO-SOCKET DIMENSIONS, WALL THICKNESSES, AND WEIGHTS MAY VARY
FROM THOSE SHOWN IN THE FOLLOWING TABLES DEPENDING ON FOUNDRY PRACTICE.
g. THE LOCATIONS OF TAPS, BOSSES. BASES, OR OTHER SPECIAL OPTIONS WHEN
AVAILABLE ON FITTINGS SHALL BE SPECIFIED BY THE PURCHASER AS SHOWN IN
FLANGED FITTINGS/TAPPED HOLES AND SEQUENCE OF OPENINGS FOR SIMILAR BODY
TYPE FITTINGS. LIKEWISE, END TYPES AND END SIZES USED IN DESCRIPTIONS MUST BE
SPECIFIED IN NUMBERING SEQUENCE SHOWN JN FLANGED FITTINGS/TAPPED HOLES AND
SEQUENCE OF OPENINGS·
10. LATERAL OR WYE BRANCH FITTINGS WITH EASTITE. FLEX-RING· AND LOK-RING END
CONNECTIONS ARE NOT SHOWN IN THIS SECTION. FOR SMALL-DIAMETER VARIED ANGLE
LATERAL AND TANGENTIAL CONNECTIONS TO LARGER MAINS, SHOP-WELDED OUTLET
PIPE5 ARE NORMALLY PREFERABLE AND CAN BE FURNISHED WITH ALL JOINING
CONNECTIONS AS NOTED IN SPECIALS. FOR LARGER OR FULL-OPENING REQUIREMENTS.
SOME 45' LATERAL AND TRUE WYE CONFIGURATIONS CAN ALSO BE FURNISHED WITH
THESE PUSH-ON END CONNECTIONS· (CONTACT AMERICAN FOR AVAILABILITY.) THESE
WYE FITTINGS ARE SPECIAL, AND FOR ECONOMY AND AVAILABILITY, ALTERNATIVE
COMBINATIONS OF OTHER STANDARD FITTING~ MAY SE PREFERABLE IN SOME CASES.
11. AMERICAN FLEX-RING FITTINGS WILL WORK AS PUSH-ON UNRESTRAINED FITTINGS
AS WEM. AS "FASTITE" (WITHOUT RESTRAINT RINGS AND/OR SPIGOT WELDMENTS), AS
LONG AS SUITABLE EXTERNAL RESTRAINT (THRUST BLOCKS, ETC.) IS APPLIED.
FLEX-RING FITTINGS ARE THUS FURNISHED AS "FASTITE" FITTINGS IN MANY SIZES AND
CONFIOURATIONS, AT FOUNDRY OPTION.
8
7 12/09/09 SCOHS NOV 09 COMMENTS MG
6 10,29.09 SCDHS AUG 09 COMMENTS MG
5 7.10.09 SCDHS 1116109 COMMENTB MG
4 3104109 .~CDH90WR 2/27109 COMMENTS MG
· 3 ~]04~09 SCDHS OWM 2/27/09 COMMENTS MG
2 11/18/08 REVISEDPERSCDHSCOMMENTS MG
1 ISSUED TO SCDHS MG
~REVJ DATE DESCRIPTION BY
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY
WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM
BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS
ALTERED, THE ALTERING ARCHITECT/ENGINEER
SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND
THE NOTATION 'ALTERED BY" FOLLOWED BY
HIS/HER SIGNATURE AND THE DATE OF SUCH
ALTERATION, AND A SPECIFIC DESCRIPTION OF THE
ALTERATION ON THE DRAWING.
"THE PLANS AND SPECIFICATIONS HEREIN ARE
INTENDED' FOR THE SUBJECT PROJECT ONLY AS A
RESULT OF CONTRACTUAL NEGOTIATIONS BE-i~VEEN
THE OWNER AND JAMES, LASALA & ASSOCIATES,
LLP. THESE PLANS AND SPECIFICATIONS WILL BE
THE SUBJECT OF A COPYRIGHT PETITION AND MAY
NOT SE REVISED OR REUSED BY ANYONE WITHOUT
THE WRFFrEN AUTHORITY OF JAMES, LASALA &
ASSOCIATES, LLP."
JAMES, LASALA &
ASSOCIATES, LLP
11 OVAL DRIVE
SUITE 129
ISLANDIA, NY 11749
TELEPHONE: 6Xl.592.2660
FACSIMILE: 631.2~2.1536
dOB ~ 08AE--00146
JOB 08AE--O0014
EH -A- GIACALONE
I ARCHIIECTS, P.C.
J 431 CONKLIN STREET
I FARM
FARMINGDALE, NEW YORK 11735
TEL:(516)4,20-8383 FAX:(516)420-0195
Ol J-l' I BEACH I
r DRAWING
I L,L.J_ ~,'~. T ~.-- 1.,=~
DATE ~/2~,/o~, DRAWN BY
; SCALE AS-NOTED
PROJECToaA~ OO¢14
CHECKED BY HE,.
SHEET OF
~O.--
SAN-02A
JAMES LAS"
/
12, c'010
~o~ Coumy D
O~ic~ o£Wn¢¢
360 Ya!ahazik '
~R
t
I
~--1+00 E ~ISTING
ON .,: ~:Wlv; ]
/
1+00 2+00 3+00
& WEST MOTEL WATER SERVICE PROFILE
4+00 5+00
25
_.
~<~ ~°z ~<_~z ~z
~ GR~b~ ApUVb
/
~ 0+05
~ EXI5 I IN~ W5
SI IUT OFF VALVE
I
I
I
2O
+00 1+00 2+00 3,+00 4+00 5+00
LEGEND
EXISTING
PROPOSED
CABANA WATER SERVICE PROFILE
1 "=40'H, l"=4'V ~) bJ
25
20
+
O .~ <
~ c~ ~z z
GRADE AB~ )YE
~ WATER MA N ~ ~WS 2"x4" ~DDLE FOR
~ FUT~BL~W OFF
~ ,~ ~ -~
~ ~ TO 'RAINING
~ CEN 'ER
DIA.
L EXI ]TING SAr T~kRY
~ EX STIh~ 2"¢ CW & !-"¢ FS bob J~ MAIN
2" ¢WS TO CABANA (i8 ,~IN.
FR DM VA NE SE[~ ATION
TC METE~ ~ A ICE)
O+ 00 1 +00 2+00 3+00 4+00 5+00
<z
TRAINING CENTER WATER SERVICE PROFILE
& ~,/- /y
[ SI-TEFOI,K COUNTY DEPARTt'V~.DF HEALTH ,~ER¥.I~
REFEREIqCE lqI.~VIBER: ¢---I
SEEDRAWING# J OF I¥ FOKSPECIALCO~
P. EVIEWEP.'S INITIALS:
SCDHS NOV 09 COMMENTS
DESCRIPTION
IT IS A VIOLATION OF THE LAW FOR ANY PERSON, I
UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY
WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM
REARING THE SEAL OF AN ARCHITECT/ENGINEER IS
ALTERED, THE ALTERING ARCHITECT/ENGINEER
SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND
THE NOTATION "ALTERED BY" FOLLOWED BY
HIS/HER SIGNATURE AND THE DATE OF SUCH
ALTERATION, AND A SPECIFIC DESCRIPTION OF THE
ALTERATION ON THE DRAWING.
"THE PLANS AND SPECIFICATIONS HEREIN AR/
INTENDED FOR THE SUBJECT PROJECT ONLY AS A
RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN
THE OWNER AND JAMES, LASALA & ASSOCIATES,
LLP. THESE PLANS AND SPECIFICATIONS WILL BE
THE SUBJECT OF A COPYRIGHT PETITION AND MAY
NOT BE REVISED OR REUSED BY ANYONE WITHOUT
'THE WRITTEN AUTHORITY OF JAMES, LASALA
ASSOCIATES,
JAlx4~,S, LASALA &
ASSOCIATES, LLP
11 OVAL DRIVE
SUITE 129
ISLANDIA, NY 11749
TELEPHONE: 631.592.2660 JOB # 08AE--00146
FACSIMILE: 651.252.1536 JOB~ 08AR--DO014
7OIAcALONE
CT$,
STREET
ALE, NEW YORK 11735
20-8383 FAX:(516)420-0195
RINI BEACH
SO~.T
DUCI~ pOI',II) P.O A_D
· DRAWING
LL.J, A. T E 'r,~
DATE 'V2~lO~ DRAWN BY
SCALE AS-NOTED CHECKED BY H~
PROJECT~AE ~o14 SHEET OF i
3AN-02B
25
2O
O+OO 1+00 2+00 3+00 4+00 5+00
PROPOSED RESTAURANTSANITARYSERVICEPROFILE
1"=40'N,
~-- 0
bJ Z
Z '~
0 ,2
20
0
F GRADE A OVE
PiPE (~) ~21
I t I
26 25
j ~~ ~ ~ / ~ ~ -TO SANITARY MANHOL SMH1 J
0+00 1+00 2+00 3+00 4+00 5+00
25
2O
Z Z Z Z Z
Z Z Z Z Z Z
+:~ +:2: n-
Z Z Z Z Z Z
co o o o o
Z Z Z Z Z Z
co o o
0 ~ 0 0
Z
0
12.10
6"¢
2 5 4 5
EWER
SAN
MAIN
L 130'- 6"¢
TO ' MANHOLE SMH1
z z 130'- 6"¢
SDR35 PVC
0+00 1+00 2+00 5+00 4+00 5+00
PROPOSEDWESTMOTELSANITARY
SERVICE
PROFILE
v U
w :-- ::z: ~ ~ LEARNING CENTER F
LT_ ~:
zm z n zIr~
+ + O CRADE ^Dn~I:-
~ ~ AN FDRCF MAIN
~"¢ ¢'¢ z~ z z z
SERVICE ~ERV~CE ~ 8~ ~ SEPTIC TANK
~ ~ ~ GREASE SEE ~ETAIL
TRAP 5Hbb I U--U8
FOR
~ I CONTIN JTA~ON
I
CONNECTIONS
: EL 22.00
2D
5
0
0+00 1+00 2+00- 5+00 4+00 5+00
SUFFOLK COUNTY DEPARTMEN~GF ~ .~A-~EE~
APPROlr~D
ltl~FBRENCENL1MBER'. C/ o- O<g-~O0 ~
SEEDRAWING# / CFI ~ FORSPECIALC~,/t~i~i~
~E'VIEWER'S INITIALS:
MG
DESCRIPTION
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY
WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM
BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS
ALTERED, THE ALTERING ARCHITECT/ENGINEER
SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND
THE NOTATION "ALTERED BY~ FOLLOWED BY
HIS/HER SIGNATURE AND THE DATE OF SUCH
ALTERATION, AND A SPECIFIC DESCRIPTION OF THi
ALTERATION ON THE DRAWING.
"THE PLANS AND SPECIFICATIONS HEREIN ARE
INTENDED FOR THE SUBJECT PROJECT ONLY AS A
RESULT OF CONTRACTUAL NEGOTIATIONS ~ETWEEN
THE OWNER AND JAMES. LASALA & ASSOCIATES,
LIP. THESE PLANS AND SPECIFICATIONS WILL BE
THE SUBJECT OF A COPYRIGHT PETITION AND MAY
NOT BE REVISED OR REUSED BY ANYONE WITHOUT
THE WRITTEN AUTHORITY OF JAMES, LASALA &
ASSOCIATES, LIP."
JAMES, LASAT,A &
ASSOCIATES, LLP
11 OVAL DRIVE
SUITE 129
ISLANDIA, NY 11749
TELEPHONE: 631.592.2660 JOB ~ 08AE-00146
FACSIMILE: 631.232.1536 JOBi~ 08AE-00014
?GIACALONE
CTS, P.C.
N STREET
FARMINGDALE, NEW YORK 11735
TEL:(516)420-8383 FAX:(516)420-0195
-PROJECT
SANTORINI BEACH
R]ESORT
! BATE l~/0b DRAWN BY
SCALE AS-NOTED CHECKED BY H~.
PROJEC~ oool4 , SHE~ OF
NOTE:
1_ALL WATER AND FIRE
SERVICE SHOWN ON THIS
SHEET IS EXISTING.
2.ALL COURTYARD STORM
DRAINAGE IS EXISTING.
PIPE CROSSINg TABLE
6" STORM SEWER INV. 9.00 9.00 9.00 9.00 9.00 8.62 8.82 8.82 8.82 8.95 6.95 9.01 8.96 8.82 8.82 8.70 8.70 - 8.85 8.85 9.42 9.26 9.26 9.14 9.16 ~ , ........ 9.50 9.50 9.50 6" STORM SEWER INV-
TOP CiF R" ~ANITARY 7.50 7.28 7.06 6.84 6.62 6.88 7.25 7.45 7..~2 6.98 - 6.64 6.60 6.85 7.07 7.11 I 7.25 7.57
......... Trip n? 6" SANITARY
6" _ _ : I- :- J- 6" SANITARY INV.
SANITARY INV_ 7.00 6.78 6.56 6.54 6.1';' 6.58 - 6.75 6.95 - 6.82 6.48 - 6.14 6.10 6.35 6.74 6.61 6.74 7.07
TOP OF 1.25"¢ F.M- - - 7.52 - 7.52 7.43 7.51 7.46 7.,52 - 7.20 - 7.21 7.21 - - - 8.00 8.0017.52 7.52 7.5,5 7.55 '- - TOP OF 1.25"¢ F.M.
INV 2;.W.M. _ ............... INV :~" W_M.
TOP W.M. - - - I ..... TOP 2" W.M.
~MOTEL WS - I- - -- ....... r 1.50 1.50 - 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 ?.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 EXIST MOTEL WS INV.
4" WM _ - .... 7.00 7.00 7.00 7.00 7.00 - -- J -- TOP OF 4" WM
STORM CLEAN
our O'YP)
OVER PIPE (TYP)-~E~ ................ ROOF RIDGE J- ................................. ~CI<. A~OV~ ~ ?'~? N STOR~. CPP
· ,..'-e"p UNE ~P)q J
~ovE GR~E.
si' =ST4T-6" e M CP~~'T ST 4 ;~ -- S S
-- E/ONE
LP-W2 MODEL
NE~.$ANITARY FORCE MAIN' ST ~-- DUPLEX
~ 6' D]A, PVC ENCLOSED
INSIDE COLUMN (I~P). ~ ~ UNIT9
I
~-J ID UNIT ~1 24'-E" 1, SLUR. CPP "% e~
~ CONmOg PANEL ~. ~'~
~ ~ ~4'-4' ~ nip sm = '
, ,. ,,,
I B ~-* ~ PVC DRSS ,t,,l[, , UNIT
J ,,
~ UN[TI ,lll~ ll,~ r ,,
~ I' P~ ~) = UNIT ~ PVC
~p.) UH[T I~
__ , '
; = J , DO~SPOU~ TO H~D~R ~ (WP.) ~C"ING POO~ (WP.)
~ 5-6 ~ ~ORM CPP
UNIT I~ i ROOF ~ ~ ~ORU P CCP
m - ~ ~ UNIT
.m ~J ~ f ' ~.
~lN ~NIT ]5 UN]~ Iff I UNIT 12 ~A~ OPPICE , ·
~NNE~ N~ PVC H~ATER
~A~ON / J ROOF ~OR~ (D~GE) 1
I , ~
150'-1.25", HOPE DR9 ~N FORC~ ~N o ~ ~J > J -- > J
~ ~ I u~ ~ I '
I L "'
m ~ HOPE DR9 S~S~ER FORCE MAI~
(~P.) S~E nwG c-a~
~ ~ FOR D~TNAGE ~UC~RE SCHEDU~ SIZE.
S~ sri~ PLAN
PROPOSED WEST WING SANITARY &:: STORMWATER DRAINAGE PLAN r'=10'-o"
1"=10'--0"
SUi~O~ COUNTY DEP.&RTMENTOF HEALTH SERVICES
APPROVED
S~D~W~G~ / 0F/~ FORSPEC~LCO~ITiON~
~W~'S ~S:
9
8
7 12/09109 SCDHS NOV 09 COMMENTS MG
6 10.29.09 SCDHS AUG 09 COMMENTS MG
5 7.10.09 SCD~S 1/16/09 COMMENTS MG
4 3104109 EJODHS OWI~ 2/27/0 g COMMENTS a~
3 9104109 SCDHS OWM 2/27/09 COMMENTS MG
2 11/18/08 REVISEDPERSCDHS COMMENTS MG
1 ISSUED TO SCDHS MG
L..REV DATE i DESCRIPTION BY
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
UCENSED ARCHITECT/ENGINEER, TO ALTER IN ANY
WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM
BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS
ALTERED, THE ALTERING ARCHITECT/ENGINEER
SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND
THE NOTATION ~'ALTERED BY" FOLLOWED BY
HIS/HER SIGNATURE AND THE DATE OF SUCH
ALTERATION, AND A SPECIFIC DESCRIPTION OF THE
ALTERATION ON THE DRAWING.
"THE PLANE; AND SPECIFICATIONS HEREIN ARE
INTENDED FOR THE SUBJECT PROJECT ONLY AS A
RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN
THE OWNER AND JAMES, LASALA & ASSOCIATES,
LLP. THESE PLANS AND SPECIFICATIONS WILL BE
THE SUBJECT OF A COPYRIGHT PETITION AND MAY
NOT BE REVISED OR REUSED BY ANYONE WITHOUT
THE WRITTEN AUTHORITY OF JAMES, LASALA &:
ASSOCIATES, LLP."
JAMES, LASALA &
ASSOCIATES, LLP
11 OVAL DRIVE
SUITE 129
ISLANDIA, NY 11749
TELEPHONE: 651.592.2660 JOB ~ 08AE-00146
FACSIMILE: 6Sl.2S2.15S6 JOB~ 08AE-00014
GIACALONE
J ARCHITECTS, P.O. J
J 431 CONKLIN STREET J
I LA,R?J~N2.D-ALE' NEW YORK ~735 m
TEL~8383 FAX:(516)420-0195
PROJECT
SANTORINI BEACH
t~E SORT
:B$O0 DUCK. l~OlxTD I~.O-~-D
· DRAWING
~EET MOTEL, EAST MOTEL 4 F~EETAUF~ANT
PROPOSED 5ANITAt~T 4 5TOEIIlJATER PP.A[NAGE PLAN
DATE '~12~1o~ DRAWN BY
SCALE AS-NOTED CHECKED BY
PROJECToaA[ oo~1-,' SHEET 4 OF 9
.DRAWING NO.
SAN-03
UNIT
UNIT
0 ~R~P~OSED WEST WING SECOND FLOOR PLAN
UNIT 44
UNIT 45
SIM
PROPOSED EAST WING 2ND FLOOR PLAN
1 "=10'-0"
DATE
DESCRIPTION
BY
IT IS A VIOLATION OF THE LAW FOR ANY PERSON
UNLESS ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY
WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM
BEARING THE SEAL OF AN ARCHITECT/ENGINEER
ALTERED, THE ALTERING ARCHITECT/ENGINEER
SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND
THE NOTATION "ALTERED BY" FOLLOWED BY
HIS/HER SIGNATURE AND THE DATE· OF SUCH
ALTERATION, AND A SPECIFIC DESCRIPTION OF TH
ALTERATION ON THE DRAWING.
"THE PLANS AND SPECIFICATIONS HEREIN ARE
INTENDED FOR THE SUBJECT PROJECT ONLY AS A
RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN
THE OWNER AND JAMES, LASALA & ASSOCIATES,
LLP. THESE PLANS AND SPECIFICATIONS WILL BE
THE SUBJECT OF A COPYRIGHT PETITION AND MAY
NOT BE REVISED OR REUSED BY ANYONE WITHOUT
THE WRITTEN AUTHORITY OF JAMES, LASALA &:
ASSOCIATES, LLP."
JAM'ES, LASALA &
ASSOCIATES, LLP
11 OVAL DRIVE
SUITE' 129
ISLANDIA, NY 11749
TELEPHONE: 631.592.2660
FACSIMILE: 651.23;2.155,6
JOB
JOB I 08AE-00146
08AE-00014j
I!EHASZ GIACALONE
RCHITECTS, P.C.
31 CONKLIN STREET
FARMINGDALE, NEW YORK 11735
EL:(516)420-8383 FAX:(516)420-0195
PROJECT
SANTORINI BEACH
]R~SOi~T
DRAWING
WEST 'f%OTEEL 4 E,A..~T i"'IOTEL
SECOND FLOOR PLANS
DATE ~m~m¢
SCALE A.5-NOTED
PROJEC~ O00i4
DRAWN BY
CHECKED BY H~3.
SHEET 40F 9
DRAWING NO.
SAN-O3A
START HEADER SYSTEM
WITH MIN. 2'
COVER OVER
55'-6' 6"e STORM CPP
ROOF DRAINAGE HEADER
01.0~; MIN. FITCH. CONNECT
SYSTEM (TYP)
12'e PRECAST CONCRETE
:STORidWATER LEACHING POOL
/-(TYp.) SE DWO C-O? FOR
DETAILS, AND :SIZE.
cowNsPo[ (WP)
WITH
ARCHITEC IE4L DWO$,
I?°~ I
8'DIA.
GREASE
6"1~ WATER. "
GT2
FOR ~ ~ ,""-
SEE: PLAN. / ~TOP. Aee ,,."
I"=1
FOR CONTINUATION
SEE RIT~ PLAN.
4'~DIA. SANITARY PVC:
SEE SITE PLAN.
SEE
0
DOWNSPOUT
('rfp.) SEE DWG 0-07 FOR
DETAILS, AND SIZE.
CABANA STORM WATER DRAINAGE PLAN
LP-D4
SANTORINI BEACH RESORT
DRAINAGE DESIGN
DESIGN CRITERIA
RUNOFF COEFFICIENT:
ROOF 1.00
PROVIDE FOR 2" RAINFALL
12'¢ RINGS PROVIDE 100.90.F./V.F.
DRAINAGE COMPUTATIONS
RESTAURANT: (LP - R1)
2,402 S.F. X 2/12 X 1,0 = 4OO.S C.F. REQUIRED CAPACITY
PROVIDE (1) 12'¢ LEACHING POOLS WITH 5' DEPTH
I X 5' X 100.9 = 504.5 C.F. STORAGE PROVIDED
RESTAURANT: (LP - R2)
2,402 S.F. X 2/12 X 1.0 = 400.3 C.F. REQUIRED CAPACITY
PROVIDE O) 12'¢ LEACHING POOLS WITH S' DEPTH
1 X 5' X 100.9 = 504.5 C.~ STORAGE PROVIDED
WEST WING:
ROOF AREA I (LP-W1)
2.$20 S.F. X 2/12 X 1.0 = 5,86.74S4 C.F. REQUIRED CAPACITY
PROVIDE (1) 12'¢ LP. X 5' DEPTH X 10D.S C.F./V.F. = 504.5 C.F. STORAGE PROVIDED
ROOF AREA 2 (LP-W2)
2,500 S.F. X 2/I2 X 1.0 = 416 C.F. REQUIRED CAPACITY
PROVIDE (1) 12'¢ L,P. X 5' DEPTH X 100.9 C.F./V.F. = 504.5 C.F. STORAGE PROVIDED
ROOF AREA 5 (LP-WS)
5,,624 S.F. X 2/t2 X 1.0 = 604.0 C.F. REQUIRED CAPACITY
PROVIDE (1) 12'¢ L.P. X B' DEPTH X 100.9 C.F./V.F. = 604.5 C.F. STORAGE PROVIDED
EAST WING:
ROOF AREA 1 (LP-E1)
2,200 S.F. X 2/12 X 1.0 = 566.7 C.F. REQUIRED STORAGE CAPACITY
PROVIDE (1) 12'¢ BP. X 5' DEPTH X 100.9 C.F./V.~ = 504.0 C.~ STORAGE PROVIDED
ROOF AREA 2 (LP-E2 & 2A)
$,527 S.F. X 2/12 X 1.0 = 554.5 C.F. REQUIRED STORAGE CAPAC~Y
PROVIDE (2) 12¢ Lp. X 5' DEPTH X 100.9 C.F./V.F. = 1008.0 C.F. STORAGE PROVIDED
ROOF AREA 5 (LP-ES)
5,100 S.F. X 2/12 X 1,0 = 516.7 C.~ REQUIRED STORAGE CAPACITY
PROVIDE (1) I2'¢ L,P. X 6' DEPTH X 100.9 C.F./V.F. = 605.4 C.F. STORAGE PROVIDED
LEARNING CENTER: (LP-Cl & LC-?)
ROOF AREA: 7,500
7,500 $.F, X 2/12 X 1.0 = 1,250 C.F. REQUIRED CAPACITY
PROVIDE (1) 12'¢ LP x 7'-0" DEPTH × 100.9 C.F./V.F.= 706.5, C.F.
PROVIDE (1) 12'¢ LP x 6'-0" DEPTH x 100.9 C.F./V.F.= 605.4 C.~
TOTAL PROVIDED: 1,5,11.7
CABANA: (LP-C1)DRAINAGE COMPUTATIONS
ROOF AREA: 1,655 S.F.
1,655 S.F. X 2/12 X 1.0 = 272.5 C.F. REQUIRED CAPACITY
PROVIDE (1)~12'~ LP x 5'-0" DEPTH x 100.9 C.F./V.~=
S07.2 C.F. STORAGE PROVIDED.
ROADWAY TO LEARNING CENTER: (01, 02, D3)
ROADWAY 7,069 S.F. x-2/12 x 1.0= 1,17~.2 C.F.
SIDEWALKS 1,040 S.F. x 2/12 x 1.0= 175.5 C.F.
PERVIOUS 4,758 S,F. x 2/12 × 1.0= 157.9 C_F_
PROVIDE (5) 12'¢ LP x 5' DEPTH
5, x 5' x 100.9= 1,515.5 C.F. STORAGE PROVIDED
SCDHS NOV 09 COMMENTS MG
SCDHS AUG 09 COMMENTS MG
SCDHS 1116109 COMMENTS M(~
SCDHS OWR 2/27109 COMMI~NTS UG
SCDHS OWM 2/27/09 COMMENTS
11/18/08 REVISED PER SCDHS COMMENTS
ISSUED TO SCDHS
DATE DESCRIPTION
MG
MG
MG
BY
IT IS A 'VIOLATION OF THE LAW FOR ANY PERSON,!
UNLESS ACTINO UNDER THE DIRECTION OF A
LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY
WA'~-ANY ITEM ON THESE DRAWINGS. IF AN ITEM
BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS
ALTERED, THE ALTERING ARCHITECT/ENGINEER
SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND
THE NOTATION "ALTERED BY" FOLLOWED BY
HIS/HER SIGNATURE AND THE DATE OF SUCH
ALTERATION, AND A SPECIFIC DESCRIPTION OF THE
ALTERATION ON THE DRAWING.
"THE PLANS AND SPECIFICATIONS HEREIN ARE
INTENDED FOR THE SUBJECT PROJECT ONLY AS A
RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN
THE OWNER AND JAMES, LASALA & ASSOCIATES,
LLP. THESE PLANS AND SPECIFICATIONS WILL BE
THE SUBJECT OF A COPYRIGHT PETITION AND MAY
NOT BE REVISED OR REUSED BY ANYONE WITHOU~
THE WRITTEN AUTHORITY OF JAMES, LASALA &
ASSOCIATES, LLP."
JAMES, LASALA &
ASSOCIATES, LLP
11 OVAL DRIVE
SUITE 129
ISLANDIA, NY 11749
TELEPHONE: 65,1.592.2660
FACSIMILE: 651.252.155,E
JOB ~ 08AE-00146
JOB 08AE-00014;
!LONE
P.C.
ET
YORK 11735
T[,,~(516)420-B383 FAX:(516)420-0195
PROJECT 1
SA_NTOR_INI BEACH /
I~_ESORT m
DRAWING
T~AINING CENTEt~ 4 CADANA Pt~OPOSED
5ANITAF~T 4 5TORM~ATER DP. AINAGE PLAN
DATE
SCALE AS-NOTED
PROJECToaA~ oool4
DRAWN BY
CHECKED BY H~.
SHEET 50F 9
DRAWING NO.
SAN-04
LID
MARKED 'SEWER"
CURB BOX
iA~T IRON
VALVE
PVC~-~'A[NLESS STEEL
SS GRIPPEP, RING ADDED FOR FVC PIPING
t .]2,0000-
~_2_t/4~NpTY-304 SS BRAID .. '[-3D4. SCH 40
T-SD4 3~ tSO~ ~
FLEX ADAPTOR INSTALLED OUTSIDE
PUMP STATION ENCLOSURE SE~gEEN
DISCHARGE AND FORCE MAIN TO ACCOUNT
POE FORCE MAIN SETTLING.
~T~MP STATION PANEL, LATERAL KIT & S/S FLEX ADAPTOR DETAILS
DUPLEX
ALTERNATING PANEL
T -260
EXTERNAL VISUAL & AUDIBLE ALARM
EXTERNAL LATCHING MANUAL SILENCE
MANUAL RUN
PUMP RUN INDICATORS
CONFORMAL COATED CIRCUIT BOARD
PADLOCK
ALARM DRY CONTACT
NEMA 4X ENCLOSURE ASSEMBLY
CORROSION PROOF THERMOPLASTIC
POLYESTER APPROVED BY UL FOR
ELECTRICAL CONTROL ENCLOSURE
OPTIONS:
[] HOUR
METER
LEGEND
SERVICE
L1 I BLACK [ RED
S I I_Z I WHITEI BLACK
CONTROL CABLE:
~ ~ uPC®
15.85
PUMP 1 PUMP 2
II1 III III III
DUPLEX T-260 ALTERNATING PANEL,
240V 60Hz DOUBLE POLE POWER
WIRED LEVEL CONTROL
LM000529 P1
DH152/93 REQUIRED AT WEST MOTEL, RESTAURANT
EAST MOTEL. SEE SITE PLAN.
MIN.~2'
E/ONE, OR EQUAL
DH152-93 ,.EO
LEVEL CONTROLS)
POWER & ALARM
12-6 W/BND
E/ONE
ELECTRICAL QUICK
NEMA 6P (EDD)
INLET, GROMMETS)
TO ACCEPT
PVC PIPE(S).
DUET COVER SUPPLIED
FOR SHIPMENT (NOT
SUITABLE FOR BURIAL)
CONCRETE BALLAST IS REQUIRED
SEE INSTALLATION INSTRUCTIONS ~ 3/4" GRAVEL BEDDING
NOTE:
PROVIDE ~VO (2) INLETS AT ALL PUMP
STATIONS- PIPE SIZE AS SHOWN ON
THE PLANS_
GASKETED LID, FRP
DUAL WALL, CORRUGATED
WELL VENT
2.0" DIA,
DISCHARGE 1 1/~" FPT
(304 B.B,)
QUICK DISCONNECT ABBY.
(~o~ S.S.)
CAST BALL VALVE
(304 S.S.)
VALVE
(NORYL)
- HOPE TANK
1/2" NOMINAL WALL THICKNESS
150 GALLON CAPACITY
5EMI-POBITIVE DISPLACEMENT TYPE PUMP
EACH DIRECTLY DRIVEN BY A 1 HP MOTOR
FOR DETAILS
DH152-93PUMPSTATION SERVINGMOTELS DETAILS
N.T.S '
NOTE:
FORCE MAIN FLUSHING CONNECTIONS
INSTALLED AT ALL FORCE MAIN BENDS.
SEE SITE PLANS.
~ING CONNECTION DETAILS
EACH PUMP STATION SHALL BE SUPPLIED WITH ONE (I) MOD T260, UL L'STED, NEMA
4X, DUPLEX ALARM/DISCONNECT PANEL, 240V/1Ph, WITH AUTO DIALER (FOUR (4)
PHONE NUMBERS), AUDABLE & VISUAL ALARM, DRY ALARM CONTACTS. PUSH-TO-RUN,
SILENCE, AND INDICATOR LIGHTS (LEAD/LAB, RUN, ALARM). THE PANEL IS SHIPPED
LOOSE FOR EXTERIOR FIELD MOUNTING.
TO MAIN LINE.
SEE SITE PLANS.%
OR
CRUSHED STONE
FROM PUMP STATION.
SEE SITE PLANS.
SANITARY FORCE MAIN LATERAL INSTALLATION DETAILS
N.T.S
SCDHS NOV 09 COMMENTS
SCDHS AUG 09 COMMENTS
SCDHS 1/16/09 COMMENTS
SCDHS OWM 2/27/09 COMMENTS
REVISED PER SCDHS COMMENTS
DESCRIPTION
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF A
UCENSED ARCHITECT/ENGINEER, TO ALTER IN ANY
WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM
BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS
ALTERED, THE ALTERING ARCHITECT/ENGINEER
SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND
THE NOTATION "ALTERED BY" FOLLOWED BY
HIS/HER SIGNATURE AND THE DATE OF SUCH
ALTERATION, AND A SPECIFIC DESCRIPTION OF THE
!ALTERATION ON THE DRAWING.
"THE PLANS AND SPECIFICATIONS HEREIN ARE
INTENDED FOR THE SUBJECT PROJECT ONLY AS A
RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN
THE OWNER AND JAMES, LASALA & ASSOCIATES,
LLP. THESE PLANS AND SPECIFICATIONS WILL BE
THE SUBJECT OF A COPYRIGHT PETITION AND MAY
NOT BE REVISED OR REUSED BY ANYONE WITHOUT
THE WRITTEN AUTHORITY OF JAMES, LASALA &
ASSOCIATES, LLP."
JAM'RS, LASALA &
ASSOCIATES, LLP
11 OVAL DRIVE
SUITE 129
ISLANDIA, NY 11749
TELEPHONE: 631.592.2660 JOB # 08AE-00146
FACSIMILE: 651.232.1536 JOB~ 08AE--OOOl4
SH;iTEGACALONE
CTS, P.C.
KLIN STREET
FARMINGDALE, NEW YORK 11735
TEL:(516)420-8383 FAX:(516)420-0195
IPROJECT 1
SANTORINI BEACH /
lqSBSOP,.T J
3800 DUCK ~01~ t~.OZt~D /
· DRAWING
GAN I T./',(--~'T-
DATE ~/2a/oa
SCALE AS-NOTED
PROJEC'~B~ COOM
DRAWN BY
CHECKED BY H~l
SHEET 6DF 9
DRAWING NO.
SAN-05
ALD
MCOONE0$CffiVC.E MCDONALID CIENCE MCDONALD
au lma•swu"n,xW..mnnwl.tm111csaan GEOSCMVCE
Oa{arm•S.Ixt.NmYwk1t.•(11116S'JGI7 a.I.a.•$pWiN,NLW NM 11.11•pan16saelr
TRAINING CENTER SANITARY SYSTEM DESIGN TESTHOLEDATASHEET TESTHOLEDATASHEET
Name: 010 Tz 11�e-Aupewi Name IIB 93 LU ,q
ALLOWABLE SANITARY FLOW (DENSITY DESIGN FLOW: THEATER O wl,l,
3 GPD/CAPITA, DAYSCHOOL ® 5GPD/CAPITA + 2.5 GPD/CAPITA FOOD Name: Stn B1 b TEST HDLEDATA SHEET
yYESr E=a>t
INI BEACH RESORT NON-MEDICAL OFFICE SPACE 0,06 GPD/SF OR FLOOR AREA surveyor. surveyor:
surveyor:
AREA OF SITE: APPROXIMATELY 16.59AC. 75 CAPITA THEATER X 3 GPD/CAPITA = 225 GPD Loanom Hatutncl: Lwanan: Lannon:
•' ARTICLE 6 ZONE DESIGNATION: ZONE IV 600 GPD/AC 25 CAPITA DAY SCHOOL X 5 GPD/CAPITA + 2.5 GPD/CAPITA X 25 CAPITA re 187.5 GPD Tax Ma Number: 1000-a3-
ALLOWABLE SANITARY FLOW FOR SITE 16-59 AC. x 600 GPD/AC = 9,954 GPD 0.06 GPD/SF X 270 SF OFFICE SPACE re 16.2 GPD p z-1 Tax Map Numha: up Number.
225 GPD + 187.5 GPD + 16.2 GPD re 428.7 GPD, SAY 430 GPD Pmiaci Description: site plan P,.I.a Dasedgen:
escrlpilon:
Date: 2/2.9/OB 9:30a11 Dam: 2/29/00
Data: 2/2910u
Nixed sand and LOnn
3.d'
Nixed nand rtlul loam Nixed and and loan,
Vale brown Line 1.0 medium wand 5P
-------- 9.2' :later in dark brown organic els or,
-------- 10.1r Wet- in mixed omni and loan y
ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SEWAGE Hater in pilo mown fine to medium aana se Tatar in hroum alley sena Sri
DISPOSAL SYSTEM SHALL CONFORM TO ALL S.C.D.H.S.
SPECIFICATIONS AND REQUIREMENTS `anter in Pala brown tine to medium Band sp
Water in pale brown fine to medium nand SP
��� 7' 171 20'
1 ALLOWABLE SANITARY FLOW (DENSITY) CALCULATIONS & GENERAL NOTES / \ TRAINING CENTER SANITARY FLOW DETAILED CALCULATIONS Comments: Plater encountered 10.1' below norfaee Cman,Ss: Tatar encountered bolos currace Commenln: Vater encountered 5.0 bales aurface
N.T.S
N.T.S
is o� I
POOL CABANA SANITARY SYSTEM DESIGN
DESIGN FLOW: 100 GPD/UNIT FREVIEWEEPW,SDHTLUS:
EPARTM;_NT.OFHEALTH SERVICES
UNITS 40-44 (FIRST FLOOR): 100 GPD/UNIT X 5 UNITS = 500 GPD M CH'OSCIENCE A�� � �
wtma•s-mxix.Wrmllal•IgllleWi/I
NQE TETHDLEDATA6HFF R: C I 0 - O $ ' 0 O
IT IS PROPOSED TO CONTINUE USING THE EXISTING SANITARY SYSTEM PRESENTLY Nano: JIB he I OF [if FOR SPECIALCONDITIONS
SERVING THE CABANA. SEE CERTIFICATION OF CONSTRUCTED Surveycr. Lana
WORKS BY DESIGN PROFESSIONAL, WWM-073 SUBMITTED WITH THIS APPLICATION. tamuan: cutdmgua
Tax Map Number 1000-85-2-1,2
Pmpxb Deacdpo.a: Sita plan
Dam: 0/t3/09
�� CABANA SANITARY FLOW DETAILED CALCULATIONS drawn clayeyaanawith in, PZ..l Be
SEPTIC TANK- N.T•S Brown fine to coarse road B.1
TOTAL DESIGN FLOW = 7,442 GPD --------
REQUIRED CAPACITY = 2 DAYS FLOW x 7,442 GPD = 14,884 GAL
SYSTEM SIZING: USE (5) 10' DIA, x 6' LIQUID DEPTH SEPTIC TANKS: =ale bco a Fina to nmaium send an
THE SANITARY FLOW FROM THE SITE USED TO SIZE THE SEPTIC TANKS AND 3,000 GAL. X 5 = 15,000 GAL. - 1613.
LEACHING POOLS INCLUDES THE FOLLOWING: SANITARY PUMP STATION NOTES:
RESTAURANT KITCHEN FLOW 2,200 GPD' water m pale brown Fine to median sena So
LAUNDRY ROOM FLOW (0 EAST MOTEL): 120 GPD LEACHING POOLS: PROVIDE THREE (3) ENVIRONMENT ONE MODEL DH152-93 EACH CONSISTING OF TWO
EAST MOTEL SANITARY FLOW: 2,325 GPD TOTAL DESIGN FLOW = 7,442 GPD (2) 1 HP, 1725 RPM, 240 VAC, SINGLE PHASE, 60 CYCLE SIMPLEX GRINDER PUMPS 23'
WEST MOTEL SANITARY FLOW: 2.797 GPD LEACHING RATE = 1.5 GPD/SF SIDEWALL AREA IN A FACTORY ASSEMBLED AND TESTED GRINDER PUMP STATION WITH A NOMINAL 48" Cemmeam, Water eacaapterea 16.3' mim+ uu=Fawn.
7,442 GPD. REQUIRED SIDEWALL AREA = 7,442 GPO / 7.5 GPD/SF = 4,961.3 SF ACCESS-WAY- EACH PUMP IS A SEMI-POSITNE DISPLACEMENT PUMP RATED AT 15 GPM Bering location aGkec
REQUIRED-DEPTH (10' DIA-) = 4,961.3F / 31.42 SF/VF = 157.9 VF ® 0 FEET OF HEAD AND 8 GPM ® 178 FEET OF HEAD. EACH UNIT CONSISTS OF 2 B-4 PROPOSED SANITARY LEACHING FIELD
157.9 VF/8 FT/POOL re 19.74 POOLS REQUIRED ( )
PROVIDE (21). LEACHING POOLS, 10' DIA x 8.0' EFF DEPTH SIMPLEX PUMP CORES ANDA 150 GALLON HDPE BASIN A '4" INLET GROMMET.
TOTAL EFFECTIVE DEPTH PROVIDED = 168 VF EACH GRINDER PUMP CORE INCLUDES CHECK VALVE, ANTI-SIPHON VALVE, DN/OFF
SENSORS, HIGH LEVEL SENSOR, MOTOR/PUMP/GRINDER ASSEMBLY, AND INTEGRAL
- CONTROLS. EACH BASIN COMES COMPLETE WITH BREATHER, REQUIRED LENGTH OF
POWER & SIGNAL CABLE, NEMA 4X ELECTRICAL QUICK DISCONNECT PLUG FOR BOTH
2 SANITARY SYSTEM SIZING CALCULATIONS POWER & ALARM, AND S/S DISCHARGE PIPING WITH QUICK DISCONNECT WITH S/S 1 O . SOIL BORING DETAILS
N.T.S
SHUT OFF VALVE. N.T.S 9
NOTE=
THERE IS NO UNIT 13. EACH PUMP STATION SHALL BE SUPPLIED WITH ONE (1) MOD T260, UL LISTED, NEMA 6
4X, DUPLEX ALARM/DISCONNECT PANEL, 240V/l Ph, WITH AUTO DIALER, AUDABLE & 7 12109109 SCDHS NOV 09 COMMENTS MG
VISUAL ALARM, DRY ALARM CONTACTS, PUSH-TO-RUN, SILENCE, AND INDICATOR LIGHTS 6 10.29.09 SCDHS AUG 09 COMMENTS MG
WEST MOTEL SANITARY SYSTEM DESIGN (LEAD/LAG, RUN, ALARM). THE PANEL IS SHIPPED L06SE FOR EXTERIOR FIELD
DESIGN FLOW_ LESS THAN 400 SF=100 GPD/UNIT. GREATER THAN I MOUNTING. 5 7.10.09 SCDHS 1116109 COMMENTS MG
400 SF=150 GPD/UNIT, UP TO 600 SF W/KITCHENETTE=150 GPD/UNIT, GREATER THAN 600 _ 4 3/04/09 SCDHS OWR 2127109 COMMENTS MG
SF W/KITCHENE17E=225GPD/UNIT.
UNIT i (2ND FL W/KITCHENETTE, 400SF): 150 GPD/UNIT X 1 UNIT = 150 GPO
3 09 SCDHS OWM2127/09 COMMENTS MG
UNIT 2 (2ND FL, 412SF): 150 GPD/UNIT X 1 UNIT = 150 GPD
UNIT 3 (2ND FL, W/KITCHENETTE, 431SF):150 GPD/UNIT X 1 UNIT = 150 GPD SANITARY SYSTEM CALCULATIONS: AUTO DIALER CALLING SCHEDULE: 1118108 REVISEDPERTO SCDHS
MG
UNITS 4-7 (2ND FL, 313SF): 100 GPD/UNIT X 4 UNITS = 400 GPD POPULATION = 100 1 .OPERATOR PHONE 1 ISSUEDTIPTION MG
UNIT 8 (2ND FL W/KITCHENETTE, 635SF: 225 GPD/UNIT X 1 UNIT = 225 GPD Q,PEAK HOURLY/Q,DESIGN AVERAGE = 4.25 (PER 10 STATE STANDARDS) 2.SITE MANAGER PHONE REV DATE DESCRIPTION BY
UNIT 9 (FIRST FLOOR, 255SF): 100 GPD/UNIT X 1 UNIT = 100 GPD 3-OWNER PHONE IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
UNIT 10 (FIRST FLOOR,. 426SF): 150 GPD/UNIT X 1 UNIT = 150 GPD O. DESIGN AVERAGE FLOWS: UNLESS ACTING UNDER THE DIRECTION OF A
UNIT 11 (FIRST FLOOR, 341SF): 100 GPD/UNIT X 1 UNIT =. 100 GPD WEST MOTEL 2,797 GPD = 1.94 GPM 4-ENGINEER PHONE LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY
UNIT 12 (1ST FL W/KITCHENETTE, 3365F): 150 GPD/UNIT X 1 UNIT = 150 GPD EAST MOTEL: 2-445 GPD = 1-69 GPM + 0.083 GPM LAUNDRY = 1.77 GPM WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM
UNIT 14 (1ST FL, W/KITCHENETTE, 350SF): 150 GPD/UNIT X 1 UNIT = 150 GPD RESTAURANT: 2,200 GPD = 1.53 GPM GRINDER PUMP PERFORMANCE CHARACTERISTICS BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS
ALTERED, THE ALTERING ARCHITECT/ENGINEER
UNIT 15 (1ST FL W/KITCHENETTE, 426SF): 150 GPD/UNIT X 1 UNIT = 150 GPD Q- PEAK HOURLY FLOWS: SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND
UNITS 16-21 (1ST FL W/KITCHENETTE, 345SF):150 GPD/UNIT X 6 UNITS =900 GPD WEST MOTEL. 1.94 GPM X 4.25 = 8.26 GPM 230 THE NOTATION "ALTERED BY" FOLLOWED BY
OFFICE 22 GPD EAST MOTEL 1.77 GPM X 4.25 = 7-52 GPM 100 ` HIS/HER SIGNATURE AND THE DATE OF SUCH
2,797 GPD RESTAURANT: 1.53 GPM X 4.25 rr 5.50 GPM 220 ALTERATION, AND A SPECIFIC DESCRIPTION OF THE
3 WEST MOTEL SANITARY FLOW DETAILED CALCULATIONS PUMP SCHEDULE: 95 s COKDITFOL04y 210 ALTERATION ON THE DRAWING.
N.T.S RESTAURANT-ONE (1) DH152-93 - 90 WHINISVARTWr
LScA30WEE0pd
WEST MOTEL-ONE (1) DH152-93 11 OHIB5FE6TTdH 200 "THE PLANS AND SPECIFICATIONS HEREIN ARE
EAST MOTEL SANITARY SYSTEM DESIGN NOTE: EAST MOTEL-ONE (1) DH152-93 - - 1� INTENDED FOR THE SUBJECT PROJECT ONLY AS A
RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN
DESIGN FLOW. 100 GPD/UNIT, 150 GPD/UNIT, 225 GPD/UNIT (BASED ON UNIT SIZE) 1.THERE ARE NO UNITS 40,41,42,43 80 THE OWNER AND JAMES, LASALA & ASSOCIATES,
UNIT 24 (1ST FL 248SF): 100 GPD/UNIT X 1 UNIT = 100 GPD AT THE EAST MOTEL_ PUMP CYCLE TIME, P: 180
BE
UNIT 25 (1ST FL 197SF): 100 GPD/UNIT X i UNIT = 100 GPD THE DH152 PUMP STATION IS PROVIDED LLP_ THESE PLANS AND SPECIFICATIONS WILL M
2.THIS FACILITY IS NOT OPEN TO THE PUBLIC, 75 170 THE SUBJECT OF A COPYRIGHT PETITION AND MAY
UNIT 26 (1ST FL 297SF): 100 GPD/UNIT X i UNIT = 100 GPD THEREFORE THE PEOPLE THAT USE THE MOTEL WITH FACTORY SET PUMP ON AND OFF ELEVATIONS. NOT BE REVISED OR REUSED BY ANYONE WITHOUT
UNIT 27 (1ST FL 197SF): 100 GPD/UNIT X 1 UNIT = 100 GPD ARE THE SAME PEOPLE THAT USE THE RESTAURANT THERE IS 4" BETWEEN ON AND OFF, AND THERE IS 70 i LOW PRESSURE SYSTEM DESIGN PRESSURE 160 THE WRITTEN AUTHORITY OF JAMES, LASALA &
UNIT 28 (1ST FL 2965F): 100 GPD/UNIT X 1 UNIT = 100 GPD AND THE TRAINING CENTER. THE TOTAL SANITARY 20.68 GAL BETWEEN ON AND OFF. ASSOCIATES, LLP."
UNIT 29 (1ST FL 197SF): 100 GPD/UNIT X 1 UNIT = 100 GPD FLOW USED FOR THE DESIGN OF THE SEPTIC TANK FILL TIME= 20.68 GAL/6.5 GPM=3.18 MINUTES 65 1 150
UNIT 30 (1ST FL 474SF W KITCHENETTE : 150 GPD UNIT X 1 UNIT = 150 GPD RUN TIME=20.68 GAL/13 GPM=1-59 MINUTES - JAMES LASALA &
W/KITCHENETTE): / & LEACHING POOLS CAN COME FROM DIFFERENT SOURCES fi0 I 140 '
UNIT 31 (1ST FL 198SF): 100 GPD/UNIT X 1 UNIT = 100 GPD AT DIFFERENT TIMES OF THE DAY, BUT WILL NOT EXCEED 130 ASSOCIATES, LLP
UNIT 32 (1ST FL 290SF): 100 GPD/UNIT X 1 UNIT = 100 GPD 7,442 GPD. 515 11 OVAL DRIVE
UNITS 33-35 (1ST FL 198SF): 100 GPD/UNIT X 3 UNIT = 300 GPD
SUITE
UNIT 36 (1ST FL 290SF): 100 GPD/UNIT X 1 UNIT or 100 GPD 50 120 SLANDIA,9NY 11749
UNIT 37 (1ST FL 198SF): 100 GPD/UNIT X 1 UNIT = 100 GPD ^ 1QD
110 u�7 TELEPHONE: 631.592.2660 JOB ORAE-00146
UNIT 38 (1ST FL 290SF): 100 GPD/UNIT X 1 UNIT = 100 GPD LAUNDRY ROOM F3 WASHING MACHINES EACH ® 3 LOADS PER DAY LOW �o l SANITARY PUMP STATION NOTES & SYSTEM CALCULATIONS 45 ' Q FACSIMILE: 631.232.1536 . JOB OSAE-00014
UNIT 39 (]ST FL 198SF): 100 GPD/UNIT X 1 UNIT = 100 GPD N.T.5 n. $ u-
UNIT 44 (2NDFL 1028SF W/KITCHENETTE:)J� PD/UNIT X 1 UNIT = 225 GPD GPD d 31MACHI MACHINES toLOADS X 3 44 CYCLES 4.4 GAL ex 118.8 GPD 40 90 ° EHASZ GIACALONE
UNIT 45 (2ND FL 770SF W/KITCHENETTE:)-2 PD/UNIT X i UNIT = 225 GPD SAY 120 GPD PUMP
UNIT 46 (2ND FL 770SF W/KITCHENETTE:)�'pOT GPD/UNIT X 1 UNIT = 225 GPD STATION 35 80 Z ARCHfTECTS, P.C.
ay� 7!( tt 2,325 GPD E/ONE
p �s1146�dd MODEL 0 30 I 7o6 431 CONKLIN STREET
4 EAST MO EL m��4' 41TA "PLOW DETAILED CALCULATIONS DH 152-93 25 60 FARMINGDALE, NEWYORK11735
w og TEL:(516)420-8383 FAX:(516)420-0195
N.T.S a 20 50 z
PUMP o o
PANEL o PROJECT
STATION PUMP 10 15 -' SANTOR.INI BEACH
\o STATION 30 0
& LIGHT (TYP) + e E/ONE 10 I 20 1- RESORT
RESTAURANT SANITARY SYSTEM DESIGN
DH 5 I
u3 r`! 3800 DTJCK POND 0P_XPOAX)
1
150" + - -1.25' = 160• +/_) 10 CTTTCHOGT7£,I�TEW YORK 11935
KITCHEN FLOWS: DR9 HDPE
0 0
STATION
RESTAURANT: 110 SEATS x 20 GPD/SEAT=2,200 GPD START 2"0 HERE 1.25"D DR9 HDP
PUMP -5 _10 r DRAWING
SANITARY FLOWS: E/ONE FLUSHING 2 TEMPORARY -20 n
RESTAURANT: 110 SEATS x 10 GPD/SEAT=1,100 GPD MODEL CONNECTION (TYP) STANDBY - -1.0 SANIT,-.�.Y DCTAILS SEWAGE
DH 152-93 GENERATOR 15 -30 DISP05AL DESIGN CALCUALTIONS
� -40
365' + - 20 -50 DATE '7/28/06 DRAWN BY
GREASE TRAP:
2'0 DR9 HDPE - -25 -60 SCALE A5-NOTED CHECKED BY H.B.
2,200 GAL REQUIRED CAPACITY ❑
qq
PROVIDE (1) 10'0x5' LIQUID DEPTH GREASE TRAP PERMANENT 0 2 4 6 8 10 12 14 16 18 PROJECTj[,AE00014 SHEET 7O 9
(2,500 GALLONS) STANDBY DISCHARGE(0),GPM _
FORCE MAIN GENERATOR 0 1pOFE55/ONgt WING NO.
E
IN MANHOLE _ ..3 "T
1� ZONE NUMBER1.
NOTE:
♦ BRANCH DIVIDER 30 FT TDH 4
FOR ALL PUMPS
,- FLUSHING CONNECTION sr AN D� SAN-06
5 RESTAURANT SANITARY FLOW DETAILED CALCULATIONS �1 FORCE MAIN KEY MAP 11 PUMP CURVE WITH SYSTEM OPERATING POINTS
N.T.S N.T.S N.T.S df rleW Y
0
125'
90Y. FROM
TITCHEN FLOW RAINNG CE TEROMd-4' PVC SOR 35 5SUFFOLIC COUNTY DEPARTML:N'TOF HEALTHPrrcHSERVICES1EXIS. MIN. STAU APPROVED
EXISTING RESTAURANT
s-s S 55 REFERENCENUMBER: C/ O_ o R - O O B
SEEDRAWING# I OFL�_FOP,SPECIALCONDi$IM
s °
/ 99' I REVlEWEWSR%TLALS"
RESTAURANT GREASE TRAP PLAN s GT2 �.. a_. .
/ A 4
KITCHEN FLOW
TO SMH1 'A'
PS-2 9
w MANHOLE STEP
z TRAINING CENTER GREASE TRAP PLAN MA INDUSTRIES INC.
w K0.LY k OMDEND DR.
Z U - PEACHTREE CRY, Ga
U' (OR APPROVES EQUAL)
Z_
Z S.S. OR STEEL REINFORCED
w �
COPOLYMER POLYPROPYLENE
CAST IRON FRAME AND
w CAST IRON FRAME AND
ti COVER TO GRADE (NP.) o COVER TO GRADE (NP.) 3 MANHOLE STEP DETAIL
w o a N.T.S A B C D
N
5' M.H. I 6" 6'-0" #4 BARS ® 6` OCEW BOTTOM
4' M.H. 5" 4-10" #4 BARS ® S' OC
EW BOTTOM
UKw
Qa
_ Zw
16" GA. S.S. BAFFLE
w 4 BRING ALL HOUSE TRAP RIM EL. w BRING ALL HOUSE TRAP ANG TABS
CLEAN OUTS AW GRADE. SEE 11 50 I-� 'J CLEAN OUTS TO GRADE. SEE 2-85L SHAPE TO FlT-
I\ PLUMBING DRAWINGS. FINISHED GRADE I\ PLUMBING DRAWINGS. FINISHED GRADE PIPE OPENING
F P P \ / EL. 11.50 \ ` EL 21.85
ELD MEASURED
0 13
ISTING GRADE 24" 8" MIN. TRAFFIC z < " H H
BEARING TOP 24"
N TYP.
-PIPzD" iv 2oP' o � � 6" GA S.S.
R\ R\ 8 TOP SLAB BAFFLE IN PLACE
12" MIN .:. _R 1 . ..,Z 24'0
e: v rc a 30'-4" PVC SDR 35 M a L " 29'-4" PVC SDR 35
` ►'-- �� m �� 6" ® 1/4"/Fi. MIN. PITCH � W m'? 6 O 1/8"/FT. MIN. PITCH
z w o FROM GREASE TRAP OUTLET z H FROM GREASE TRAP OUTLET
ate- xa a� ;� FLOW TO E/ONE PUMP STATION INLET. aa � o� FLOW 'A TO SMH1
.,.. w O - EL 9 25 0 PUMP STATION 3
`4k 'w� J UNE - " IPN � n LINE GT2 _ INV IN EL 17.68 O SMH7 a SEE PIPE
r ;T7 I �'- 12" 'CONNECTION;:,
m 12" I _ I ; N DETAIL
. -® :.:._ .. .. : .. .. m® °0 . ..:.. _ .. . (SHAPE TO FT) D #4 BARS 90' ANGLE
S TRAP: I-� 6" BOTTOM O 6" BOTTOM mN W/ 2" OVERLAP
- . 5 REBAR ® 6"O.C. E/W 4 CU YD 1'-0" 10' DIA O GREASE TRAP DETAILS: w I S. DIA ' r GREASE TRAP DETAILS:
CONCRETE i.CONCRETE 4000 PSI W 28 DAYS. 1.CONCRETE 4000 PSI ® 28 DAYS.
�,� EQUIV. WWM ® 8" THICK TOP SLAB. PERIMETER r
GREASE TRAP _j 2.REBAR TO BE ASTM A-615 GRADE 60. ? GREASE TRAP 2.REBAR TO BE ASTM A-615 GRADE 60. S BAND TIGHTEN TO
REBAR @ 6"O.C. BALLAST _ /
W OR EQUIV. WWM ® BOTTOM STRUCTURE SHALL BE I" 3.WELDED WIRE FABRIC ASTM A-785_ STRUCTURE SHALL BE "' 3.WELDED WIRE FABRIC ASTM A-185. NTERNAL 60 FT. LBS. IN FIELD
MONOLITHIC PRECAST > 4-DESIGNED FOR AASHTO H-20. MONOLITHIC PRECAST > 4.DESIGNED FOR AASHTO H-20. DROP
%12, 6&S 0 4" THICK SIDES_ ? 5-ALL COMPONENTS TO BE HEALTH DEPARTMENT APPROVED_ ? 5.ALL COMPONENTS TO BE HEALTH DEPARTMENT APPROVED.
TRAINING CENTER GREASE TRAP SECTION UFT HOLES 7H
ANL
STEEL EACH SECTIO j
PROVIDE S.S. STRAP 2-xi- "KOR-N-SEAL" FLEXIBLE
1 RESTAURANT 10' DIA. GREASE TRAP DETAILS 2 TRAINING CENTER 8' DIA. GREASE TRAP DETAILS OR 6 CCA)LUMBER SECTIONSB TO FIT SLEEVE OR APPROVED EQUAL
SCORING DETAIL PIPE CONNECTION DETAE.
.4, - N.T.5 N.T.S .NTS
NTS
4 MANHOLE -BASE SECTION & TOP SLAB
MANHOLE WALL a
N.T.S
- 4" DIA PVC SDR35
FROM 28`-_,��///�C��ENTER TRAINING
- ANCHORS B STEEL 9
2"DIA HDPE SDR9 72 y 18. "DIA. PVC SDR35 8
��\ """s FROM TRAINING
SAN FORCE y CENTER GREASE FORCE MAIN DROP DETAILS 7 12/09/09 SCDHS NOV 09 COMMENTS MG
MAIN FROM / TRAP N.T.S 6 10,29.09 SCDHS AUG 09 COMMENTS MG
RESTAURANT s
& MOTELS - I 5 7.10.09 SCDHS 1/16109 COMMENTS MG
- .. A `�+ A � � CONCRETE INVERT FORMED TO '
4 3/04/09 SCDHSOWRPJ27/09COMMENTS MG
AT LEAST THREE-QUARTERS OF 3 3104109 SCDHS OWM2/27109COMMENTS MG
THE DIAMETER OF THE PIPE FROM - 2 11/1810$ REVISED PER SCDHS COMMENTS MG
COVED MANHOLE
TYP. srs TO DLP1 A 1 - ISSUED TO SCDHS MG
0.62 REV DATE DESCRIPTION BY
' "- TYP. 30' 30•
3,625 _ ___ TO DLP3 IT IS A UNLESS ACTING ION OF UNDERTPERSON,
THE DIRECTION OF P ,
A
"ADJ" CAST INTO
LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY
TOP OF FRAME 30'
30• WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM
Do00o TO ALTERED, THE RING THE ALTERINGL OF AARCHTECT/ENGINEERARCHITECT/ENGINEER IS
9.Szs
_ 00000000000 FROM I TO OLP2 SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND
_ 12', ongo00o0000 00 ST4 THE NOTATION "ALTERED BY" FOLLOWED BY
BRONZE LOCKING DEVICE ooDOD000DODDooDDo
_ TO SEPTIC SANK ST1 WITH KEY WRENCH SUPPLIED ODo00 HOPENETRATING
ES E18 TINAPARTK HIS/HER SIGNATURE AND THE DATE OF SUCH
ALTERATION, AND A SPECIFIC DESCRIPTION OF THE
SAN SEWER ALTERATION ON THE DRAWING.
FINISH GRADE STANDARD M.H. FRAME & COVER, FINISH GRADE STANDARD M_H_ FRAME & COVER,
EL 21.4 TYPE "F' ADJUSTABLE CASTING A EL 18.5 TYPE "F" ADJUSTABLE CASTING "THE PLANS AND SPECIFICATIONS HEREIN ARE
1-1/2" LETTER a INTENDED FOR THE SUBJECT PROJECT ONLY AS A
' #4 BARS 0 8" \ \ Lrn #4 BARS 0 8" _ • \r`� RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN
-.- O.C.E.W_ BOTTOM\ r r THE OWNER AND JAMES, LASALA & ASSOCIATES,
'<✓ c - O.C.E.W_ BOTTOM ?!�
HALF INVERTED G LLP. THESE PLANS AND SPECIFICATIONS WILL BE
1 y LADJUST TO GRADE WITH N.J. SHALE - COVER PLANADJUST TO GRADE WITH N.J. SHALE THE SUBJECT OF A COPYRIGHT PETITION AND MAY
RED BRICK & MORTAR MIN. OF TWO NOT BE REVISED OR REUSED BY ANYONE WITHOUT
( RED BRICK & MORTAR (MIN. OF TWO THE WRITTEN AUTHORITY OF JAMES, CABALA &
COVER COURSES & MAX_ OF 15" COVER
COURSES & MAX. OF 15"
..ger COVER S.C.D.P.W. STD. M.H. STEP MANUFACTURER AND DATE CAST IN c9vER � ASSOCIATES, LLP."
UNDERSIDE OF COVER MANUF. [DENTIFCATION
MANUF_ AST IFCATI LL S S OR STEEL REINFORCED S.C.D.P.W. STD. M.H. STEP
CAST IN WALL CO COPOLYMER POLYPROPYLENE 7AivMS, LASALA /X.
COPOLYMER POLYPROPYLENE CAST IN WALL-
COPOLYMER
ALEL R RIEINO ORCD ENT
CIRCUMFERENTLAL REINFORCEMENT
lc" D.C. 0.12 SQ. IN./FT. OF HEIGHT 12' O.C. 0.12 SQ. IN./FT. OF HEIGHT ASSOCIATES, LLP
(TYP.) 3g" SQ. OR 34"0 SELF EgmMANHOLE COVES PLAN (TYP,) T/8" SQ. OR %"0 SELF
SEALING BUTYL RUBBER N.T.S. 11 OVAL DRIVE
NOTES: SEALING BUTYL RUBBER SUITE 129
'
1. ALL MANHOLES SECTIONS SHALL CONFORM PENETRATING PICK HOLE 274NOTES: ISLANDIA, NY 11749
.; -.. 3/4 1. ALL MANHOLES SECTIONS SHALL CONFORM
TO AS.T.M. C-478, LATEST REVISION STANDARD I + TO A.S.T.M. C-478, LATEST REVISION STANDARD TELEPHONE: 631.592.2660 JOB ORAE-00146
SPECIFICATIONS FOR PRECAST REINFORCED SPECIFICATIONS FOR PRECAST REINFORCED FACSIMILE: 631.232.1536 JOB 08AE-00014
CONCRETE M.H_ SECTIONS.
2. MANHOLE RISER SECTION TO BE FURNISHED " �" OR 1' CONCRETE M.H. SECTIONS.
2. MANHOLE RISER SECTION TO BE FURNISHED
IN 1,2,3, OR 4' HEIGHTS AS REQUIRED. EHASZ GIACALONE
27-1 2" IN 1UF. OR 4' HEIGHTS AS REQUIRED.
3. MANUF. TO CERTIFY THAT MANHOLES DELIVERED EXTENSION RING 3. MANUF. TO CERTIFY THAT MANHOLES DELIVERED 1�
4, MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. 7- MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. ARCHITECTS, P.C.
4. LOADING TO CONFORM T AASHTO H-20 LOADING 26" 4. LOADING TO CONFORM T AASHTO H-20 LOADING
• 4" DIA. PVC SDR35 5. REBAR TO CONFORM TO ASTM A-615-60 5. REBAR TO CONFORM TO ASTM A-615-60 431 CONKLIN STREET
5" FROM TRAINING CENTE Fs=60,000PSI 25-3/4"
11735
REASE TRAP 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. 5• Fs=DED WI 51
, - 2" DIA HDPE DR9 FORCE MAIN 'INV. EL. 17.68 A185 Fs=65,000PS1 6. WELDED 65. MESH TO CONFORM TO AS.T.M. FARMIN )420-8 NEW YORK 420-0
A785 Fs=65,DQOPSI TEL:(516)420-8383 FAX:(516�420-0195
7. CONCRETE TO BE 4000PSI 0 28 DAYS 7. CONCRETE TO BE 4000PSI @ 28 DAYS rPROJECT
FROM REST RANT & MOTELS 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP & iv \ 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP &
42' COVER DEPTH BOTTOM STEEL j BOTTOM STEEL. SA TORI V I BEACH
-O° BASE A #2 STEEL HOOP AROUND OPENING (TYP.) <o ^ 3�-��� BASE
- SECTION z'(TYPJ I 24" SECTION PVC JOINTS A #2 STEEL HOOP AROUND OPENING (TYP.) RESORT
_ 2'(TYP.) FFF XIBLE JOINT (TYP.) 3800 DUCK POND RO 4D
44 "KOR-N-SEAL" FLEXIBLE SLEEVE 5-1/8 25-3 4" _ 4 ONE (1) 4" DIA. PVC SDR35 CUTCHOGTJE,NEW YORK 11935
8 .. TWO (2) 4" DIA. PVC SOR358" "KOR-N-SEAL" FLEXIBLE SLEEVE
36"
�� (S APPROVED EQUAL (TYP.) INV. EL 16.20 OR APPROVED EQUAL (TYP.) TO DLP1 DRAWING
- (SEE DETAIL)
Ik' MANHOLE COVER SECTION A-A FROM ST4 & ST5 tk" (SEE DETAIL)
COVER MONOLITHIC BASE SLAB N.TS COVER MONOLITHIC BASE SLAB
REINFORCEMENT #4 BARS REINFORCEMENT #4 BARS
INV EL 17.49 8" O.C.E.W. TOP MATERIAL GRAY CAST IRON PER ASTM A-48LATf5f REVISION CLASS 30 INV. EL. 16.03 INV. EL 15.93
( O.C.E.W. TOP
8"
4" DIA. PVC SDR35 SEE SCORING DETAIL CAMBELL FOUNDRY CO. HARRISON, N.J. 07029 (OR' EQUAL) FROM ST4 & STS TO DLP1 SEE SCORING DETAIL `
FROM TRAINING CENTER INV EL 17.39
SANITARY SECTION A-A 4" DIA PVC SDR35 PATTERN NO. 17341010 SECTION A-A
TO SEPTIC TANK ST1 DATE DRAWN BY
V20/OB =
7 ADJUSTABLE MANHOLE CASTING DETAIL SCALE AS-NOTED CHECKED BY HB.
5= 4 DIAMETER SANTARY SEWER MANHOLE-SMI-11 8 4 DIAMETER SANTARY DISTRIBUTION MANHOLE-DB1
N.T.S N. N.T.S PROJECT SHEET 8OF 9
D6AE odDl4 '
DRAWING NO.
.V gp,GFF4St0�t,
i Jo Aq '
SAN-07
,^ a
'tl No a349 i-
OF NEN 4
SEE STRUCTURE SCHEDULE LOCATED ON DETAIL 6/C-08
LOCKING CAST IRON AND ALSO LOCATED ON SITE PLAN, C-02 /
COVER TO GRADE I(2) 4'-8"O PVC SDR35 RIM EL DLP1 18.58 FOR ALL RIM, INVERT & BOTTOM ELEVATIONS
CROSSOVER PIPES 20" RIM EL DLP2 & DLP3 19.25
O.C. WITH CENTERUNE
18" BELOW THE LIQUID DLP7 TO UPI-12' SANITARY ACHING POO
1_CONCRETE 4000 PSI ® 288 S:
D DAYS_
LEVEL. INV. EL'S 14.42. NOTE- 2.REBAR THRU DLP5:8' TO LP2, 3, 5, 8, 9, 12, 13, 16 2.REBAR TO BE ASTM A-615 GRADE 60.
3-WELDED WIRE FABRIC ASTM A-185,
ALL MATERIALS USED IN THE CONSTRUCTION OF 17' TO LP4, 7, 10, 15 4.DESIGNED FOR AASHTO H-20-
-24" HEAVY DUTY CAST THIS SEWAGE DISPOSAL SYSTEM SHALL CONFORM 19' TO LP1, 6, 11, 14 5_ALL COMPONENTS TO BE HEALTH DEPARTMENT APPROVED.
IF IRON FRAME & COVER TO ALL S.C.D.H.S. SPECIFICATIONS AND REQUIREMENTS
MH RIM EL. 21.40 WITH "GASTIGHT" GASKET ALL COVERS TO BE LACKING CAST IRON COVERS.
STANDARD (TYP.)
OUTLET DROP T ON ALL DISTRIBUTION
-
FINISHED DISTRIBUTION LEACHING POOLS (3" BELOW INLET)
RIM EL 19.3GRADE RIM EL. 19.30 MH RIM EL. 18.50
\ PRECAST CONCRETE
RISER TIP. C m OR PLUGGED, SIIFFOM( CODNIY TYPE "F'
Z X Z Z X Fill g61USBkS E CASTING TO GRADE
42" FORCE MAIN 24 24 E 24 24 24 24 =z I �� PRECAST �� PRECAST ����� GRADE",,'
COVER DEPTH 6" CONC. �� ��L �� / //� _
O 20" 20" 20" 37' TO DIPt CONCRETE CONCRETE \\ _ _ - A0.1UST TO GRADE WISH NM. SHALE
INV EL 17.7 ti O - - - TOP 8' TO DLP2 RISER TYP RISER TYP]° eM= & MORTAR (MIN. OF TWD
BOTTOM EL (TYP) 6" 6" I ' 6" " 8' TO DLP3 r�//� COURSES & MMX. OF 15")
-I
SHALLOW 8' TO 'DLP4 /\� -TTI -ITr
4' Pvc SDR 3 DOME CNP) 8' TO DLPS
4" DIA. PVC SDR35 0? '2 . r. ;D -I- r -� n e o -�, rn Ma 1/8" FT MIN PITCH 0000 ®® m 4" PVC SDR 35 DDOO❑®® m 4" PVC SOR 35 D0�00®® � UrFR OF STONE
w "'m LO m g m m O z o OOOO ® , •00000® 7 'DOT7O0® %Z� HEAnET:�
FROM TRAINING CENTER ,.T 6i 6' 6" o� 6i ODOOO® I8" FT MIN PR Wool 1 8" FT MIN PTTCH pOppp 3' MIN. > "\ "�\
SANITARY /J < WuMNN MIN. 6' SEPARATION as' BEND
w • 6 BOTTp n .000❑ .000❑ / .000❑ COLLAR X BETWEEN ERICKWO,RK AND STRUCNRE
INV. EL 17.49 y.� 10 %IA. .I w E �� .00❑ DO❑ p0❑ L71P-) /��
10' DIA. I 10' DIA. ��� ,n ,n 0000 0 uD I
INV EL 17.68 I- w -o z 3000 GAL SEPOC TANK 3000 GAL SEPTIC TANK 3000 GAL SEPTIC TANK *\w = MIN. CUSS 150 PIP
4" DIA. PVC SDR35 m > m® STRUCTURE SHALL BE STRUCTURE SHAD. BE rnlucTURE SHALL BE z I z wa L6 LEACHING a LLEACHING "' LEACHING �oC ( O
FROM TRAJNING CENTER z MONOLITHIC PRECAST MONOLITHIC PRECAST MONOLITHIC PRECAST - ® - C w `�^' 45• BwD
SECTIONS p JJJ-1 _j SECTIONS Nr 00 r SECTIONS �\ WITH PLAN END PER PIANS
GREASE TRAP GT2 ZO w wwww w w �m'nr,l.� %a� RJOINTMFRTTNNc (D.I.P.)
z 10' DIA 4J zzzz z 10' DIA 'nJrJ^J 10' DIA i\
SMH1 SEPTIC TANK 1 SEPTIC TANK 2 SEPTIC TANK 4 DISTRIBUTION BOX D131 ° aaaa a / .• i\/�\•
WITH RANCINICAL !DINT
OL]Oq JZ JZ JZ \/\, WYE BRANCH
SEPTIC TANK 3 SEPTIC TANK 5 z' MIN. (rYP-)
Bi- J 6' MIN. PENETRATION
INTO A VERGIN STRATA
1 o OF SAND AND GRAVEL (TYP.) PLAN
SEPTIC TANK DETAILS- HIGH SEASONAL GROUNDWATER
ROW PIPE SIZE
1.CONCRLTE 4000 PSI O 28 DAYS. BACKFILL TO BE CLEAN FROM PER PLANSR- Of HEADER
B DG.
2.REBAR TO BE ASTM A-615 GRADE 60. SAND AND GRAVEL (NP_)
3-WELDED WIRE FABRIC ASTM A-185.
4.DESIGNED FOR AASHTO H-20. DISTRIBUTION DISTRIBUTION LEACHING POOLS
5ALL COMPONENTS TO BE HEALTH DEPARTMENT APPROVED. PER PUNS
IFLOW MUST BE SPLIT USING A MINIMUM 4' DIA. LEACHING POOL DLP1 LEACHING POOLS LP1 THRU LP16 k
_
MANHOLE. FROM auumNe-
DLP2 THRU DLP5 ANGLE vARIABLE mP- szE)
7 SAN & STORM HOUSE CONNECTION DETAIL 'AX - 36'
1 SANITARY PROFILE-SMH 1 TO LEACHING POOLS 3/4' GRAVEL UMBER •V YE'
N.T.S N.T.S
SECTION
3" MIN, 6" MAX. EXISTING GRADE
1 8 SAN & STORM HEADER CONNECTION DETAIL
N.T.5
4" DIA. PVC SDR35 RIM TO BOTTOM 9' MIN 10' MAX. STTFEOLKCOUNTYDEPARTiVENTOFAEALTHSERVICES
OUTLET TO TOP OF iRENgI TOP OF TREMOR REVISED 07/04 I .,�
ST3 DISTRIBUTION APPROVE
c
XISTING GRADE1°"'B`U'°f iDR P,EFEREhCENUII.BER: I`) 0- D Q - 00 $
MANHOLE t
12" (STEEL MID DEPTH) LAND
RIAlS & JOINTS EQUIVALENT TO REVISED DT/Da
_ , a a----1-Dn.--I--w• •A-;--Da. >-- R MAIN STANDARDS OF CONSTRUCTION 'sFEDRALVING# �OF} FORSPECIALCDNDITIONS
DISTRIBUTION
FIVE (5) /-MANHOLE, DBI .I "Is �E3F 1'bal IYePIN FlI° :• ° wI NESAND SSURE PR0 TR OED TO BACKFLLIINGE WATERiZEVIEWERS IITII�'IALS'10' DIA.SEPTIC' ST5 , F °L0'-O"
TANKS LO. ,° ° In
NEW 6" STABILIZED SOIL BASE• - Dxs I wTEFsu° '
0• ONE (1) NOTE COMPACTED NYSOOT �1RENCH W1OW - µ1Np C0�"D�O TRExcN°mDm ° - -
4" DIA. ST1 DB7 4" DIA. PVC SDR35 CONCRETE PAD TO BE TYPE 1011, OR APPROVED EQUAL uw's n aR nl wTEwu
�yp•,yim Try yA,L 6• H.wO 9fAPFD BO1T04
VERIFIED FOR 1/2 D.D. WN
PVC SDR35 0 OUTLET TO COMPACTED SUBGRADE u�m-WPCs otNSTrc. 18" MIN. 6
INLET DISTRIBUTION LOCATION AND SIZE IN FIELD AL I ERNATE "A" ALTERNATE "B"
FROM LEACHING POOL DLP1 WITH ENGINEER PRIOR WATER MAIN OR
SMH1 TO INSTALLATION. NEW 6" FIAT CONCRETE SLAB SEWER FOUNDATION IN GRANULAR SOILS -I- WATER SERVICE , SEWER MAIN OR 7 12109/09 SCDHS NOV 09 COMMENTS MG
4000 PSI A 28 DAYS TOP w TRENCH ALL TRENCH DEPTHS BUILDING CONNECTION
/ 6 10.29.09 SCDHS AUG 09 COMMENTS MG
W/6X6-W6.6XW10.10 WWM.
5T4 mWER UNIT FOR p�- 18" MIN.
BROOM FINISH stlmw6owra+ Y/" 5 7.10.09 SCDHS 1/16/09 COMMENTS MG
4 CONCRETE PAD .DETAIL . FOR SEPTIC TANKS ALTERNATE '6•-p IMATERAL 4 3/D4/09 SCDHS OVJR7127/0000MMENTS MG
- }--q' o.D. 'A- HWO COYPACIFO
NOT TO SCALE OR LD. A• I 3 3/04/09 SCDHS OWM2`27109COMMENTS MG
41E11w1E 4'-CLLR. II OR III _ _ _ _
FIY:E OF TREAIG • W w1F1aLL CONPACRO W ML11L 6 T• TO 36 r 12
wro AND =.101M DENmY BT THE 42•r m E1•r ln• 10'-0" 70'-0" 2 11/18108 REVISED PER SCOHS COMMENTS MG
R TEST (AASHA.
DSIGNATON T-99J 96'1 TO 1N•r 24'
ST? BOILS- 1 , • 1 - ISSUED TO SCDHS MG
TWO (2) 8" DIA. PVC �° ° y� LD- " R REV DATE DESCRIPTION BY
SDR35 CROSSOVER xoNINAL r TRKx x n' NOTE:'
PIPES (NP) i ME UARRE PIRIS C.CA. NOTE: ALL DRAWINGS NOT HORIZONTAL SEPARATION BETWEEN SEWER IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
TBOMEO 09 RETENTION
PIACE9 PERPElE11C11LYl r0 TO SCALE AND WATER LINES MUST BE 10' MINIMUM UNLESS ACTING UNDER THE DIRECTION OF A
µ` " G TnDrGK cwTERLIrc ANo GDNmmolTs DEPARTMENT OF PUBLIC WORKS LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY
SEPTIC DANK DETAILS_
1.(5) SEPTIC TANKS SHALL BE CONSTRUCTED ON A COMMON ° °• •° AIp.W.
CAST IN PLACE 4000 PSI REINFORCED 6" THICK CONCRETE SEWER FOUNDATION IN ORGANIC SOILS" SUFFOLK COUNTY,NEW YORK WAY ANY ITEM TE THESE DRAWINGS. T AN ITEM
REINFORCED-/ SLAB. SEWER FOUNDATIONS
BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS
_ ENGINEER
CONCRETE 2-EACH COMPARTMENT SHALL BE CONSTRUCTED OF ALTERED, THE ALTERING ARCHITECT/ENGINEER
SLAB REINFORCED PRECAST CONCRETE SOLID RINGS, SOLID DOMES SHALL AFFIX TO HIS/HER REM THEIR SEAL AND
OR TOP SLABS. ��
THE NOTATION "ALTERED BY" FOLLOWED BY
.. 3.COVERS MUST BE PLACED OVER INLET AND OUTLET FOR 5 TRENCHING DETAILS / y \ HIS/HER SIGNATURE AND THE DATE OF SUCH
2 FIVE (5) UNIT SEPTIC TANK TOP SLABS OR IN CENTER FOR, DOME TOPS, L - 1 WATER/SEWER CROSSING DETAILS ALTERATION, AND A SPECIFIC DESCRIPTION OF THE
N.T.S N.T.S N.T.S ALTERATION ON THE DRAWING.
1. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED CONTINUE "THE PLANS AND SPECIFICATIONS HEREIN ARE
EXCAVATION DOWN TO GOOD MATERIAL AND TO A DEPTH OF INTENDED FOR THE SUBJECT PROJECT ONLY AS A
HEIGHT 3' INTO THIS STRATUM. THE EXCAVATION IS TO BE RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN
SANITARY STRUCTURE SCHEDULE ABOVE BACKFILLED WITH CLEAN SAND AND GRAVEL TO THE THE OWNER AND JAMES, LASALA & ASSOCIATES,
OELEVATION OF THE PROPOSED BOTTOM OF THE LEACHING LLP. THESE PLANS AND SPECIFICATIONS WILL BE
to' DIA STRUCTURE No. RIM EL INV EL IN INV EL OUT BOTTOM EL EFFECTIVE DEPTH GROUNDWATER POOL ALL BACKFILL MUST BE CLEAN ACCEPTABLE THE SUBJECT OF A COPYRIGHT PETITION AND MAY
LP
GT1 11.50 7.50 7.00 2.00 - - MATERIAL PLACED UNDER THE SUPERVISION OF THE NOT BE REVISED OR REUSED BY ANYONE WITHOUT
21,8 18.47 1-7-.9-7-- 1 7 ENGINEER.
10' DIA - - THE WRITTEN AUTHORITY OF JAMES, CABALA &
O 7.86 1 •q - _ 2. CONCRETE: 4000PSI @ 28 DAYS, WWF A62 & A785
REBAR: ASTM A165, GRADE 40 ASSOCIATES, LLP."
19.30 16.59 XOVRST3,ST2 9.59 - - 3. DRAIN PIPE TO BE AS CALLED FOR ON THE PLANS. 24" DIA. CAST IRON COVER
10' DIA. 10' DIA. O RT9 19.30 - XOVR ST4 - - PROVIDE 2' MIN. COVER OVER PIPE. FLOCKHART #68318 JAMES, CABALA &
O LP UP 19.30 - XOVR STS - - 4. PROVIDE SOLID RINGS AS REQUIRED TO BRING THE // TYPE 6840 OR EQUAL
19.30 - 16.09 9.59 - - FRAMES AND COVERS TO GRADE. / ASSOCIATES, LLP
10' DIA. 1 O' DIA. - 16=09 - - d// GRADE
LP LP 18.50 16.03 15.93 15.93 - - 71 OVAL DRIVE
ni Pi 8" REINFORCED CONC. SUITE 129
18.40 15.55 15.30 7.30 8.00 4.14 ISLANDIA, NY 11749
10 D11 10" DIA 18.25 15.20 14.95 6.95 8.00 3.79 TOP SLAB (PRECAST) 1'-0" MIN. TELEPHONE: 631.592.2660 JOB OM-00146
O LP LP O 18.10 14.76 - 6.76 8.00 3.60 2'-0" MAX. FACSIMILE: 631.232.1536 JOB 08AE-00014
10' DIA.
Pq 18.40 14.87 6.87 8.00 3.71 COE COLLAR EHASZ GIACALOIVE
VALVE AT ADJUST WITH PRECAST NCRET18.25 14.87 - 6.87 8.00 3.71
LP EACH
CLUSTER 10' DIA I P4 18.10 14.78 - 6.78 8.00 3.62
LP DI P3 18.50 15.20 14.95 6.95 8.00 3.79 ARCHITECTS, P.C.
O 14.87 - 6.87 8.00 3.71 1 09' MIN 431 CONKLIN STREET
t O-0 LP5 1 8.50 REINFORCED
DLP LP6 1 14.76 - 6.76 8.00 3.60 �� PRECAST ;,,
LP7 19.00 14.78 1 - 6.78 8.00 3.62 CONCRETE FARMINGDALE, NEW YORK 11735
NLS DBI LP8 18-90 14.87 1 - 6.87 5.00 3.71 SOLD RING TEL:(516)420-8383 FAX:(516)420-0195
O 10' DIA DLP 15.20 14.95 I
O LP LP9 18.80 14.87 - 6.96 8.00 3.80 PROJECT
O LP10 18.90 14.78 - 6.78 8.00 3.62SANTORINI BEACH
010 p)A, 10 DIA. 14.76 - 6.76 8.00 3.60 1
LP 80 CLEAN SAND & I w RESORT
r
70' DIA. 10'
DLP 18.60 14.87 - 6.96 8.00 3. .
18.50 15.20 14.95 6.95 8.00 3.79 GRAVEL COLLAR p
3500 DUCK POND ROAD
18.75 14.87 - 6.87 8.00 3.71 O O CUTCHOG-UE, NEW YORK 11935
O 18.50 14.77 6.77 8.00 3.61 I
O LP15 18.15 1 14.78 - 6.78 1 8.00 3.62 1 a
O 10' DIA. 18.25 1 14.87 1 - 1 6.87 1 8.00 3.71 I 170 REIHIFORCEO DRAWING
z
10' DIA LP PRECAST 1 CONCRETE
SANIT,•4t�Y E ILS
1 o D p�p TNG RING o
LP 1 1
10' DIA.
O 10' DIA. LP DB7=DISTRIBUTION BOX IM O O = iN
LP LP=LEACHING POOL SEE SOIL BORING B-4 ON DWG C-06. THE DEPTH TO GROUNDWATER 0 B-4 IS 16.3 FT.
10' DIA. DLP=DISTRIBUTION LEACHING POOL THE GROUND SURFACE ELEVATION 0 B-4 IS 19.15 FT. I, 3 -O MIN. I' - 41"e" .
THE HIGHEST EXPECTED GROUNDWATER ELEVATION IS ESTIMATED BY REFERENCING ,Y�'- ,F--,I• DATE 1128/08 DRAWN BY
10' DIA LP MAINTAIN EQUAL DISTRIBUTION OF POOLS IN EACH CLUSTER MONITORING WELL No. 532390.1 WHERE THE HIGHEST/MOST RECENT GROUNDWATER = 7.5/6.56 = 1.11.
LP MAINTAIN 8' BETWEEN ALL LEACHING STRUCTURES. HIGHEST EXPECTED GROUNDWATER ELEVATION IS 2.85 X 1.11 = 3.16 GROUND WATER SCALE A5-NOTED CHECKED BY H.B.
21 SANITARY LEACHING POOLS ARE REQUIRED. PROJECT SHEET 9 OF 9
SEE SANITARY CALCULATIONS ON THE DETAIL SHEETS. YJBAE 00014
y�uTEslo„ _ DRAWING NO.
3 TYPICAL MULTIPLE 16-21 POOL SANITARY LEACHING POOL ARRANGEMENT 6 SANITARY STRUCTURE SCHEDULE t 10 STORMWATER LEACHING POOL DETAIL
N.T.S N.T.S NOT TO SCALE
=r
��FOFNIGSAN-08