HomeMy WebLinkAbout16571-zFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-25940
Date: 09/02/98
THIS CERTIFIES that the building WATER SUPPLY FACILITY
Location of Property: 7300 NEW SUFFOLK AVE. MATTITUCK
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 115 Block 17 Lot 17.2
Subdivision Filed Map No. ~ Lot No. __
conforms substantially to the Application for Building Permit heretofore
filed in this office dated OCTOBER 26, 1987 pursuant to which
Building Permit No. 16571-Z dated OCTOBER 27, 1987
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is WATER SUPPLY FACILITY AS APPLIED FOR.
The certificate is issued to BAYVIEW AT MATTITUCK NOMEOWNERS ASSO
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. N-448225 03/19/98
PLUMBERS CERTIFICATION DATED 05/22/98
J.ZEES PLUMBING & HEATING
Rev. 1/81
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, N. Y.
BUILDING PERJ~IIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
6571 z
Permission is hereby granted to:
.....~..o~_-~.~...Y3.~....~.
~?~....,..~...~ .............................................
~....~.:.,~..:_..!..!..~...o...~ .............
,o
"4 premises located at ..... .~..~.....~... .......... ..~.~...~/E...~.~........I..~....¥.O~..~L'-) ~ ,, / ~'"" "x_A ....
County Tax Map No. lO00 Section ........ J.~...~..'~. ....... Block ........ I..7 ........ Lot No. J..'~.:./....~..!..'~.:.,,~;
pursuant to application dated ..... .(~...~..~..~......~....~. .............. 19..~....')., and approved by the
Building Inspector.
Building Inspector
Rev. 6/30/80
BLDG. DEPT.
~"OWN OF SOUTHOLD
TOW OF SOUT OLD
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter OR ink and submitted to the building
inspector with the following: for new building or new use:
1. Final survey of property with accurate location of ail buildings~ property lines,
streets, and unusual natural or topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Unde~riters.
4. Sworn statement from plumber certifying that ~he solder used in system contains
less than 2/10 of 1% lead.
5. C~ercial building, industrial building, multiple residences and similar buildings
and installations, a certificate of Code Compliance from architect or engineer
responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
For existing buildings (pricr to April 9, 1957) non-conforming uses, or buildings and
'!pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and
unusual natural or topographic features.
2. A properly completed application and a consent to inspect signed by the applicant.
If a Certificate of Occupancy is denied, the Building Inspector shall state the
reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00,
Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00,
Additions to accessory building $25.00. Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Buildinm - $i00.00
3. Copy of Certificate of Occupancy - ~ .25~.
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date .~O.~...~. ,.[~?. .. .......................
New Construction....~. ..... Old Or Pre-existing Building ...........
Location of Property. 3 ~--..~- ~.~9~...~ -~- ~-...~L -~-'.~.~Q-~-, .~ i ~.' i.'J.~. ~:.~. ............
House No. Street Hamlet
Onwer or Owners of Property ......... · .. ..--..- -
Connty No 1000, Section..j[ . ....... Block ..... 13 ......... ..............
Subdivision.~,~~. .~.~.~..~.. A~?~.'.~... Ma ....... ct ....................
.' Filed p ..... L ..
Permit No. ?,~.~.[;.~ .... Date Of Pe~it.~ .~*]1.~.7 ...... Applicant.~'~.' .~..~..~. ~0~, .~.~
Health Dept. Approval...~.~....O~. .............. Underwriters Approval..~.~...~..: ...............
Planning Board Approval.......... ........... . ..
Request for: Temporary Certificate ........... Final Certicata...~. .......
Fee Submitted: $.~.O: ? .................
THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE
iI85~77 BUREAU OF ELECTRICITY
~- 40 FULTON STREET, NEW YORK, NY 10038
Date MARCH 19,1998 Applicaaon No. onfile 15646698/98 N 448255
THIS CERTIFIES THAT
only the electrical equipment as desc~bed below and introduced by the applicant named on the above applicaMon number is in the premises of
BAYVIEW AT ~[ATTITUCK, HEADOW BEACH LANE ~ HO~OWNERS ASSOC., HATTITUCK, NY
in the following location; [] Basement [] 1st Ft. [] 2nd FL O~F~ Section Block Lot
was examined on ~{ARCH 12 ~ 1998 and found to be in compliance with the National Electrical Code.
SERVICE DISCONNECT NO. OF S
OTHER APPARATUS:
RANGE.$. COOKING DECKS
SPECIAL REC'PT. TIME CLOCKS BELL
AMT. AMP AMT. AMPS. TRANS
R V !
OVENS DISH WASHERS
UNIT HEATEf MULTI-OUTLET
SYSTEMS
NO. OF FEET
C E
DIMMERS
OF CC COND. NO. OF HI-LEG
A W G NO. OF NEUTRALS A- W. G,
OF HI-LEG OF NEUTRAL
*NO VISU~ DEFECTS: "An electrical
survey has been made of the exposed
electrical equipment in the
premises indicated." "No obvious
unsatisfactory condition was found.
ROSLAK ELECTRIC
P.O.BOX 164
C5~CHOGUE, NY, 11935-2453
LIC.#3677E
GENERAL MANAGER
This certificafe must not be altered in any manner; return fo the office of the Board if Incorrect. Inspectors may be identified by fhelr credentials.
COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER.
Town Hall, 53095 Main Road
P. O. Box 1179
Southold, New York 11971
Fax (516) 765-1823
Telephone (516) 765-~ 802
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD
CERTIFICATION
DATE:
Building Permit No. ~l-~
(please print)
Plumber:
(please print)
I certify that the solder used in the water supply system
contains less than 2/10 of 1% lead.
Sworn to before me this
/O j~ day of
Notary Public, ~r'-,~.//,~.
JAYNE P. MARTIN
Notary Public, State, or New York
No. 7738~5
Quahhed in S~folk Co~ty
Commiss%n Expires Jan. 31. 19 ~'
County
DEPARTMENT OF HEA~TH SERMICES
COUNTY OF SUFFOLK
SUFFOLK COUNTY EXECUTIVE
LSL LSLJ U L.5
HENDERSON AND BODWELI
November 2, 1990
DAVID HARRIS. M.D.,
John Strode, President
Bayview Homeowners Association
611 East Main Street
P.O. Box 149
Riverhead, NY 11901
Re: Bayview Homeowners Assn.
Community Water Supply
Dear Mr. Strode:
Enclosed find GEN 219, representing Approval of Completed Works
for the Association's new conununity water supply.
Please review these conditions with your operator and take the
necessary steps to comply.
In a separate letter, I have outlined the sampling and opera-
tional requirements to Mr. Roslak, who I assume will be
discussing them with you.
In the area of self-monitoring particularly, slgnlflcan in-
creases are anticipated to eventually impact even the smallest
public supply.' Therefore, the scheduling of samples for private
lab analysis will change from time to time.
You should be aware that we will perform periodic monitoring for
the pesticide aldicarb and will continue as part of our arrange-
ments with the pestlcld manufacturer, Ri~one Pollenc. This will
involve sampling of the treated water from the granular activated
carbon (GAC) units they providedr as well as periodic sa-mpling of
the wells for these compounds.
If you have any questions, feel free to contact me.
pjP/ dm
cc:T. Roslak w/operational Sen~r Pu~_l~ .H.eatt.h. Enginee
~ttachments Burea~ Dr~ing water
R. Sob-neck /
S. Costa
T. M.ar.q~.ardt, Rhone Pollenc ,/
j. M~lllken, Henderson & BodwellV
wSA {7404
Well S-91537 (Well 1)
Well S-91536 (Well 2)
NEW YORK sTATE DEPARTMENT OF HEALTH
AppRoVAL OF OOMPLETEO wORKS
FOR PUBLIC WATER SUPPLY IMPROVEMENT
RR Pa~ 5: ,,, ' . ~
.... ~ -.a., the ~ovisio~s of 10 NYCRR, ~an a; ~ r,^.,.t~. 14. Wat~ Dmt-~ ~. ~-~
- licant:
1. App I-' . , ,, I Suffolk / n/a .J
Bayview At
Mattituck HOA
10-16-85 --.
Plans for the constructiom o! this p~J~ were mpptoved on ~GAC Proposal Approved: 7/2/90
This mpproVal for compIeted works im i~au~ mubj~t ~o ~e {ol{om~g conditions:
3 - That m~l facilities approved herein shail be operated and maintained in conformance with Subpart 5-1 of the NYSSC.
2 - That such facilities shall be operated by a NYSDOH-certified operator at the Grade IIB level as a minimum.
3 - That operational reports as required by the undersigned be completed and submitted to this office monthly.
4 - That all self-monitoring as required by Sub'art 5-], as amended from time to time~ or as required by this office, be performed.
Date
OF HEALTH
-- -- ~).estgaah~d Rc~,~ae~tst~ve
Paul J. Pontur
-- . Name and Title (imint)
Senior Public Health Engineer
Bureau of Drinking Water
New York State Department o! Environmental Conservation
Building 40~SUN¥, Stony Brook, New York 11790-2356 (516) 751-7308
Thomas C. Jorllng
Commissioner
November 19, 1990
Mr. John Strode, President
Bayview Homeowners Assn.
611 E. Main Street, P.O. Box 149
Riverhead, NY 11901
Water Supply .Application No. WSA 7404
· HENDERSON AND BODWELL
Gentlemen:
A representative of this Department conducted an inspection
of Wells S-91536 and S-91537 on October 25, 1989. It has been
determined that the well and associated equipment has been
installed in accordance with the provisions of Water-Supply
Permit WSA 7404. Therefore, the wells may be operated subject to
the terms and conditions included in the permit.
The Approval of Well System and Permit to Operate is
enclosed, and must be posted near the well.
Very~strulyyours,~,~
/ ~a~ ~a~n~t~ ~ineer
Enc.
Rws:ic
cc:
Paul Ponturo
Gordon Behn
Henderson and Bodwell
APPLICATION NUMBER
WSA 7404
NEW YORK 5-+ATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
APPROVAL OF WELL SYSTEM AND PERMIT TO OPERATE
WELL NUMBER
S-91536
~-g1537
OWN[R
Bayview Ventures, Ina.
Bayview Hc~eowners Assn., 611 E. Main St., P.O. Box 149, Riverhead, NY 11901
S/O New Suffolk Ave., & E/O Deep Hole Drive
75' 4 4
PUMP Submersible oP Each 20
WATER TO BE USED FOR
Public Water Supply
SPECIAL CON OJTIONS
See WSA 7404
DRILLER
Delta Well_ & Pump Co., Inc.
All construction has been completed in accordance with the provisions of Permit(s)
and the system may be operated subject to the terms thereof.
WSA 7404
Depaffment of EnvironmentaJ Conservation
Albany, New York
11/15/90
POST THIS NOTICE NEAR WELL
Town Hall, 53095 Main Road
P. O. Box 1179
Southold, New YoW. 11971
Fax (516) 765-1823
Telephone (516) 765-1802
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTHOLD
March 5, 1998
Mattituck Harbor Association
Box 149
Riverhead, New York 11901
XX
'~'"'""-J XX
XX
XX
To Whom This May Concern:
We are unable to complete your Certificate of Occupancy
because of the following reasons:
An application for Certificate of Occupancy is not on file. (Enclosed)
No Underwriters Certificate on file.~A~Cc~iL~
The ~heck is (not on file.)$50.00
No Health Department Approval on file.
No final inspection has been made.
XX No Plumber Solder Certificate on file.
(All permits involving plumbing being
issued after April 1, 1984).
BUILDING PERMIT #16571-Z SEE ATTACHED
Please contact our office on this matter.
cooperation.
Thank you for
SOUTHOLD TOWN BUILDING DEPT.
INSPECTORS
(516) 765-1802
V1CTOR LESSARD, Principal
CURTIS HORTON, Senior
VINCENT R. V~IECZOREK, Ordinance
ROBERT FISHER, Assistant Fire
Building Inspectors
THOMAS FISHER
GARY FISH
OFFICE OF BUILDING INSPECTOR
TOWN OF SOUTHOLD
April 22, 1991
SCOTT L. HARRIS, Supervisox
Southold Town Hall
P.O. Box 1179, 53095 Main Road
Southold, New York 11971
Fax (516) 765-1823
Telephone (516) 765-1800
Anthony T. Conforti, Atty
P.O. Box 249
611 East Main Street
Riverhead, N.Y. 11901
Re: Building Permit 916571-Z (M/o Harbor View)
Suff. Co. Tax Map ~1000-115-17-17.1 & 17.2
Dear Mr. Conforti:
Enclosed is the Certificate of Occupancy Application to be
filled out and returned to this office along with the following
papers.
1. Final Board of Health Approval
2. Underwriters Certificate
3. Plumbers Certificate
4. Check in the amount of $50.00
As soon as we receive the application and the necessary
papers, the Certificate of Occupancy will be issued.
Very truly yours,
SOUTHOLD TOWN BUILDING DEPT.
VL:gar
encl.
Victor Lessard,
Principal Building Inspector
INSPECTORS
(516) 765-1802
VICTOR LESSARD, Principal
CURTIS HORTON, Senior
VINCENT R. WIECZOREK, Ordinance
ROBERT FISHER, Assistant Fire
Building Inspectors
THOMAS FISHER
GARY FISH
OFFICE OF BUILDING INSPECTOR
TOWN OF SOUTHOLD
February 13, 1991
SCOTT L. HARRIS, Supervisor
Southold Town Hall
P.O. Box 1179, 53095 Main Road
Southold, New York 11971
Fax (516) 765-1823
Telephone (516) 765-1800
Anthony T. Conforti, Atty
P.O. Box 149
611 East Main Street
Riverhead, N.Y. 11901
Re: Building Permit ~16571-Z - M/o Harbor View at
Mattituck, - Water Supply Facility
Premises: 7300 New Suffolk Ave. Mattituck, N.Y.
Suff.Co. Tax Map 91000-t15-17-17.1 & 17.2
Dear Mr. Conforti:
During a review of our files, it was noted that the above
building permit has expired and a Certificate of Occupancy has
never been issued.
According to the Code of the Town of Southold Article
XXVIII 100-281 and 100-284 a building permit is needed for any
construction of additions, accessory structures, alterations or
new dwellings, and it is unlawful to occupy or use said
structure until the Certificate of Occupancy has been issued.
Please contact this office as soon as possible so that we
may clear up this matter.
Thank you for your cooperation in this matter.
Very truly yours,
SOUTHOLD TOWN BUILDING DEPT.
Victor Lessard,
Principal Building Inspector
VL:gar
FOUNDATION (1st)
FOUNDATION
2.
(2nd)
ROUGH FRAME &
.PLUMBING
INSULATION FERN.
STATE ENERGY
CODE
FINAL
ADDITIONA'L COMMENTS
INSPECTORS
(516) 765-1802
VICTOR LESSARD, Principal
CURTIS HORTON, Senior
VINCENT R. WlECZOREK, Ordinance
ROBERT FISHER, Assistant Fire
Building Inspectors
THOMAS FISHER
GARY FISH
OFFICE OF BUILDING INSPECTOR
TOWN OF SOUTHOLD
SCOTT L. HARRIS, Supervisor
Southold Town Hall
P.O. Box 1179, 53095 Main Road
Southold, New York 11971
Fax (516) 765-1823
Telephone (516) 765-1800
February 13, 1991
Anthony T. Conforti, Atty
P.O. Box 149
611 East Main Street
Riverhead, N.Y. 11901
Re: Building Permit 916571-Z - M/o Harbor View at
Mattituck, - Water Supply Facility
Premises: 7300 New Suffolk Ave. Mattituck, N.Y.
Suff. Co. Tax Map ~1000-115-17-17.1 & 17.2
Dear Mr. Conforti:
During a review of our files, it was noted that the above
building permit has expired and a Certificate of Occupancy has
never been issued.
According to the Code of the Town of Southold Article
XXVIII 100-281 and 100-284 a building permit is needed for any
construction of additions, accessory structures, alterations or
new dwellings, and it is unlawful to occupy or use said
structure until the Certificate of Occupancy has been issued.
Please contact this office as soon as possible so that we
may clear up this matter.
Thank you for your cooperation in this matter.
Very truly yours,
SOUTHOLD TOWN BUILDING DEPT.
Victor Lessard,
Principal Building Inspector
VL:gar
ANTHONY T. CONFORTI
P. 0, ]~0X 149
(~11 EAST MAIN STREET
October 23, 1987
Town of Southold
Building Department
Main Road
Southold, NY 11971
Re: Map of Harbor View at Mattituck
Gentlemen:
I am enclosing herewith the following:
1. Application for building permit for water supply facility;
2. One print of the filed subdivision map;
3. Three prints of the plans for the water supply facility; and
4. Check in payment of the application fee.
If you should have any questions regarding this application,
please do not hesitate to contact my office.
Yours very truly,
ANTHONY ~ONFORTI
ATC/thr
Enclosures
P.S. I have also enclosed a photocopy of the specifications for
the water supply facility.
ANTHONY T. CONFORTI
ATTORNEY AT LAW
P. 0. ]~0x 149
(516) 7a7-3~07
April 15, 1991
victor Lessard, Principal Building Inspector
Southold Town Hall
P.O. Box 1179, 53095 Main Road
Southold, New York 11971
Re: Buildin9 Permit NO. 16571-Z - M/O Harbor View at
Mattituckr - Water Supply Facility
Dear Mr. Lessard:
Your letter dated February 13, 1991 was misplaced and
has recently come to my attention.
Please forward to the undersigned any paperwork which
you require in order for the issuance of a certificate of
occupancy.
According to the president of the hom6owners
association and the general contractor, all the requisite
inspections have been made upon completion of the improvements.
Thank you for your -~"- = ~
=~ht~O., tO %his ma~ter.
Yours very truly,
ANTHONY T. CONFORTI
ATC:cf
BAYVIEW VENTURESw INC.
MATTITUCK, NEW YORK
SPECIFICATIONS
WATER SUPPLY FACILITIES
REVISED
MARCE 13, 1984
Prepared By:
Henderson and Bodwell
Consulting Engineers
Plainview, New York
BAYVIEW VENTURES, INC.
SPECIFICATIONS
WATER SUPPLY & FACILITIES
ADDENDUM NO. 1
The provisions of Section C, Mechanical & Electrical
Equipment, are modified as follows:
9-17 - Add the Following to this Section:
"Each vessel shall be designed for operating pressure of
75 psig, and hydrostatically tested at a pressure of 113
psig. Head and shell materials shall be either SA-515,
Grade 70 or A-285, Grade C steel. Vessel shall be of
welded steel construction, with the internal surfaces
completely epoxy coated. (Note foregoing restriction,
i.e., NYS Technical Reference PWS 23). All necessary
connections shall be provided.' Tank connections shall be
threaded and reinforced as required. Each vessel shall
be provided with an 11" x 15" access manhole in the side
shell and a 4" x 6" handhole in top head, four structural
steel support legs, and exterior surfaces sand-blasted
and shop-primed. They shall be spot-primed as needed and
final-coated after field installation."
"Each vessel shall have straight sides not less than 84
inches high."
1
II ~-3 - Add the following to this Section:
'If the manufacturer desires to use supporting gravel in
the bottom of the filters instead of an interior plate,
such gravel support shall be 12 inches in depth,
consisting of five sizes graded from a bottom size of
1-1/2 inch to a top size of 1/16 inch in diameter.'
II
9-5 - Add the following to this Section:
"The inlet distributor/regenerant distributor shall be of
the lateral arm type with upturned 90 degree elbow,
Schedule 80 PVC."
II
"Underdrain system shall be of the hub (polypropylene)
type curved radial lateral (Schedule 80 PVC) type which
will discharge backwash water laterally and collect and
distribute water uniformly.". ~
9-6 - Delete from the sentence starting "The influent
well meter ............ to the end of Item g-6", and
substitute the following:
"Each exchanger shall be furnished with a flow
indicator/totalizer, Signet Model MK-566-1PO magnetic
flow sensor of polypropylene construction, Model PVST020
· installation fitting of Schedule 80 PVC and Model MK-575
analog flow meter with integral 5 digit front reset
totalizer and alarm."
II
~-8 - Modify this Section as follows:
Change the figure '250 gallons' to '200 gallons'.
Add the following:
'Brine tank shall be of fibreglass, complete with cover,
10 inch graded gravel support bed, Schedule 80 PVC
collector pipe, brine level float switch to control
drawdown and refill, 1/2 inch solenoid operated refill
valve and all necessary Schedule 80 PVC pipe, fittings,
ejector, valves and appurtenances for a complete workable
saturator/measured and controlled brine system.'
II
9-13 - Substitute the word "Bydraulically" with the word
"Pneumatically" and add the following:
"Automatic control valvms shall be plastomatic series
EST-NG with PVC body, air-to-open, spring-to-close, clear
acrylic cylinder for visual indication, bond seals and
adjustable limit stops as required for rate set. Manual
valves shall be Grinnell Figure 2451-2-M, Saunders patent
type with ethylene propylene diaphragms, PVC-body and
handwheels for manual operation. Piping shall be
Schedule 80 PVC with Schedule 80 socket weld fittings.
Furnish and install on skid, required compressor, air
compressor and air storage tank."
II
9-14 - Add the following:
"Cabinet shall be NEMA 12."
I!
9-22 - Add the following new paragraphs:
'The manufacturer shall provide the services of a
start-up supervisor at the prope! time to oversee the
packing of the resin, place the equipment in operation,
and instruct personnel in the operation of the equipment
for a period of not less than 3 days. A sales
· e
representatlv will not be accepted as qualified for this
service. '
'Miscellaneous items which must be included and furnished
include inlet and outlet pressure gauges and sampling
clocks, and 4 copies each of operating and maintenance
manuals, detailed drawings, parts manuals, and permanent
type identification nameplates attached to valves and
appurtenances.'
4
BAYVIEW VENTURES, INC.
SPECIFICATIONS
WATER SUPPLY & FACILITIES
ADDENDUM NO. 2
Section E:
Section E:
Paragraph 1 - Change the words "the dredged
canal" to "Peconic Bay."
Paragraph II f - Eliminate section as written and
insert the following
II f Fire Hydrants
"Eddy" or equal
with 4 1/2 ft. bury
AWWA C 502
Bayview Ventures, Inc.
Water Supply Facilities
Mattituck, N.Y.
June 23, 1987
ADDENDUM NO. 3 TO SPECIFICATIONS
PAGE 3, PARAGRAPH II - MATERIALS - TO READ:
a. A temporary ten inch steel pipe casing
(18.97 %/ft.) steel casing.
PAGE
and a six inch
3, PARAGRAPH III - CONSTRUCTION METHODS - TO READ:
Wells to be constructed by the Cable Tool Percussion
Method.
The drilling operation shall be as follows:
Driwin9 of casing - Temporary ten inch steel casing
equipped with drive shoe or drive coupling on the
bottom, and a drive collar or anvil at the top. As
the casing is driven into the ground, the driller shall
use the appropriate tools, washing and bailing as
required, to remove material from inside the casing.
When the temporary 10 inch casing has been driven to
the required depth, the Contractor shall place and
center a six inch steel casing (18.98 ~/ft.) and the
four inch well screen with its ten foot extension.
The Contractor shall place between the screen and the
casing a gravel pack, consisting of washed rounded
gravel of a size and uniformity selected by the driller
to match the formation conditions. The gravel pack
shall extend approximately six inches above the top of
the screen. Add in two foot lifts as casing is pulled
back.
The casing shall be pulled back to expose the entire
length of the screen. Gravel shall be added as needed
to compensate for any settlement that takes place when
the casing is pulled back.
A neoprene packer shall be expanded between the casing
and the screen extension pipe.
The temporary 10" casing will then be withdrawn and the
annular space filled with cement grout.
Items 7 and 8: - No change.
SECTION A
SECTION B
SECTION C
SECTION D
SECTION E
TABLE OF CONTENTS
GENERAL
INSTALLING AND EQUIPPING WELLS
CONSTRUCTING UNDERGROUND RESERVOIR
AND TREATMENT PLANT BUILDING
MECHANICAL AND ELECTRICAL EQUIPMENT
SITE WORK
DISTRIBUTION SYSTEM
Page
1
7
11
27
29
The
Section
Section
project consists of the
Installing and
Constructing underground
plant building.
following divisions of work:
equipping wells.
reservoir and treatment
mechanical and
Section C Furnishing and installing
electrical equipment.
Section D Site work at treatment plant site.
Section E Distribution System.
Ail materials used shall be new and of the highest
quality, and all workmanship shall meet the h%ghest standards
applicable.
Should any bidder desire to substitute materials or
equipment other than that specified herein, such bidder shall
include in his proposal the following information:
Data showing that the substitute is suitable for the
purpose and that it is in every way equivalent to that
specified.
A statement showing the difference in cost to the Owner,
should the substitution be permitted.
The Owner reserves the right to accept or reject any or
all proposals, and to reject any proposed substitutions.
The plans and specifications ~re complementary to each
other and shall be considered to be one document for the
purpose of constructing this project.
Should the work be awarded, in sections, to two or more
bidders, they shall cooperate fully in furthering the project,
expediting or delaying portions of the work as necessary to
accommmodate the needs of the other or others. Note that
certain items of mechanical equipment must be in place before
the building is completely closed in.
The Contractor shall secure all necessary permits for his
work and pay all fees for such permits.
SECTION A
INSTALLING AND EQUIPPING WELLS
II
Work Included
Two wells are to be installed, each 6 inch diameter and
approximately 75 feet deep, and each equipped with a
submersible motor driven deep well turbine pump capable
of delivering 20 gallons per minute against a total
dynamic head of 650 feet.
Materials of Construction
a. Six inch black steel pipe casings shall weigh at
least 18.97 pounds per lineal foot. Joints shall be
threaded and coupled.
b. Four inch black steel pipe (used as extensions to
the screens) shall be extra heavy.
Four inch screens, 30 slot, shall be wirewound, E.A.
Johnson or equal, 5 foot in length and fitted with
bail plug.
III Construction Methods
Wells are to be constructed by rotary drilling in the
following steps:
Drilling of 10 inch open hole to a depth of 70 feet.
During this stage of the work, clay mud may be added
to the drilling fluid, but the quantity of mud used
must be kept to the minimum necessary.
Setting of 6 inch casing in the center of the open
hole and placing of a temporary plug in its bottom.
Placing of the Portland cement grout encasement.
Grout must be installed from the bottom of casing
upwards, until the annular space is filled to the
surface.
Following placing of grout, no work is to be
performed for at least 48 hours so that the grout
may be allowed to set undisturbed.
The temporary plug shall then be drilled out and the
hole deepened to receive the 4 inch diameter well
screen. No drilling mud shall be used during this
stage of work.
The 4 inch well screen, with its bail plug and 10
foot pipe extension, shall then be placed and
centered in the well.
The Contractor shall then develop the well by
pumping to waste at a rate of 40 gallons per minute
or more until the water pumped clears of sand in
less than 5 minutes after start of pumping. The
permanent well pumps must NOT be used for this
purpose.
The bidder's attention is directed to these facts:
A 4 inch diameter well exists on the site near
the proposed installation. This well has
reportedly (April 12, 1983) been tested at 36
to 40 GPM.
This well can be used by the Contractor as his
source of water supply if he so desires, but he
must provide his own pumping equipment.
b. No electrical power is available on the site.
Be
The well shall then be disinfected in
with the requirements of A.W.W.A.
Specifications D-105.
accordance
Standard
Then the water shall be pumped from the well
all traces of chlorine are absent.
Water samples shall then be taken as follows:
until
One set for physical, chemical and bacterial
analysis to an authorized testing laboratory.
One similar set (to be taken by a
representative of the Suffolk County Health
Services~ for Said 'department.
Should any of the bacterialogical samples analysed
show any b. Coli present, the well shall be again
disinfected with chlorine solution and procedures
repeated until bacterial sampling and analysis shows
the water pumped to be free from B. Coll.
IV
Well Pumps
The permanent well pumps are to be "Jacuzzi Golden
Eagle" Figure 7S4C capable of delivering 20 gallons
per minute against a total dynamic head of 60 feet,
stainless steel case, driven by "Franklin" stainless
steel submersible motors. Pump motors shall be 3
phase 3450 RPM, furnished complete with combination
magnetic starters and all necessary appurtenances
and enclosures. Pump riser pipe shall be 1-1/2 inch
steel.
Well heads shall be mJacuzzi" sanitary well seal,
figure 421S, complete with junction box for
submersible cable, and 3/4 inch screened vent which
will also be used as access from time to time for
taking water level measurements in the wells.
Submersible motor cables shall be strapped to the
riser pipe with stainless steel straps at 5 foot
intervals.
Driller shall furnish the following records:
a. Written log of each well;
b. Two plastic bottled samples from each well
the stratum in which the screen is placed;
of
Dimensioned sketches showing casing, screen and
pump setting for each well; and
Descriptive material for pumps, motors and
accessories.
Contractor shall place his portion of the work into
operation and demonstrate satisfactory performance.
Cleanliness. Contractor will be required to keep
the site of work free from rubbish and debris at all
times, and on completion of work, restore all work
areas as nearly as is possible to their original
condition.
SECTION B
CONSTRUCTING UNDERGROUND RESERVOIR
AND TREATMENT PLANT BUILDING
I
Work Included
This section includes the construction of the
underground reinforced concrete reservoir, the well
vaults, the pedestal supports for the service pumps, the
pit for wastewater, the pad for L.P. gas container, and
the treatment building itself.
II Materials of Construction
ae
Concrete shall be 3000 lb. class, truck mixed on
delivery to site not more than 15 minutes prior to
placement. Slump to be not more than 5 inches.
be
Reinforced steel shall be deformed bars bent and
installed as shown on the drawing.
Forms shall be smooth, clean, and substantially
braced.
Steel sleeves through walls and floor shall be fixed
in the forms prior to pouring concrete.
Waterstops between floor and walls of reservoir
shall be of neoprene rubber, and 6 inch dumbell
type, and tied to the wall reinforcing to prevent
distortion during placing of concrete.
7
Concrete block shall be hollow cell "Waylite"
concrete. Joints not more than 3/8 inch thick of
3:1 sand-cement mortar troweled flush.
Brick work shall be of hard burned buff-iron spot
face brick, running bond with 3:1 sand-cement mortar
joints troweled concave. Install galvanized
"Durowall" brick ties every second block course.
Windows shall be intermediate projected, anodized
aluminum, "BOCA" or equal, with insect screens.
Doors shall be 2 leaf double hung hollow metal with
astragal and weatherproof saddle threshold, 3 hinges
each leaf, deadbolt "Medico" lock, door stops for
both leafs, top and bottom bolts for fixed leaf,
door hold-open and surge preventor on active leaf.
Bilco Door shall be type KD-2, for 4'-0" x 4'-0"
clear opening.
Roofing shall be of 4 ply 40 lb. felt, Barrett or
equal, with aluminum gravel stop, and gravelled
surface.
The overflow line for the storage reservoir shall be
of 2" PVC and extended down-grade as shown on the
drawings to ground elevation 18, and installed with
a minimum cover of 3 1/2 feet. It shall be
terminated with its discharge 18 inches above ground
level, discharging upon an 8 inch thick concrete
splash plate at least 3 foot by 3 foot in size. A
vermin screen of 1/8 inch galvanized steel wire with
openings not larger than 3/16 inch shall be fitted
and securely fastened to the discharge opening.
All overflow and all waste piping within 200 feet of
the wells shall meet the requirements of A.W.W.A
Standard Specification C-900 with a minimum DR f 18"
Exhaust fan shall be 8" diameter with minimum
capacity of 160 C.F.M., Automatic Gravity Louvre,
and insect screen. Frame, louvre and screen of
anodized aluminum.
Intake louvre, automatic gravity type, frame louvre
and insect screen of anodized aluminum.
III Construction Methods
Excavation shall carefully be done so as to conform
as needed for the proposed structure. Slopes of the
excavations are not to exceed 1:1, and the
Contractor shall take all steps necessary to fully
protect all workmen, and the public from harm or
injury.
b. Order of Work
Construction of the reservoir including building
floor, cure concrete for 48 hours minimum, then
remove all forms.
Floor of equipment room and all exposed concrete
within 3 feet or any sodium hydroxide storage or
piping shall be painted two coats "Preco" sodium
hydroxide "Liqui-Steel" applied in strict
accordance with the manufacturers instructions.
9
If necessary, delay
hydropneumatic tank
is in place.
building construction until
and denitrification system
®
Construct and finish building, etc. Floors to
be broom finish. Interior walls and ceiling
painted two coats of 'Preco Chemical Co.
Pliotone". Reservoir interior not to be
painted.
Remove all debris and clean site of work.
Remove dust and thoroughly scrub walls, floor
and ceiling of reservoir and sponge and remove
all water used for scrubbing from reservoir
floor and pump pit.
(See Mechanical Specification
sterilization of reservoir.)
Sections
for
10
SECTION C
MECHANICAL AND ELECTRICAL EQUIPMENT
MECHANICAL
Work Included
This section includes the furnishing, installing, and
placing in operation of all mechanical and electrical
equipment except well pumps and accessories, and except
carbon towers, but including certain miscellane'ous work
described herein.
II
Mechanical Equipment
All 2 inch and 4 inch piping carrying treated water
into and out of the hydropneumatic tank shall be of
ductile iron, thickness Class 51, conforming to AWWA
Standard C150-74, cement lined in accordance with
AWWA Standard C205-71.
Pipe and fittings within building shall be 125 pound
flanged, standard bolt circle and drilling.
Dresser Coupling shall be Style 38.
Ail piping two inch and smaller in size shall be
P.V.C. pressure pipe, with coupling joints and
P.V.C. fittings, meeting the requirements of AWWA
Standard C901-78, pressure class 200, DR ratio not
less than 5.3.
ll
Piping in these sizes shall
horizontal and vertical lengths
and adequately fastened and
brackets and hangers.
be run in straight
on walls and ceiling
supported by clips,
Gate valves, 2 inch and
non-rising stem with
C500-61.
4 inch, shall be double disc,
handwheel, AWWA Standard
d. Check valves shall be AWWA Standard C508-71.
Valves, 2 inches and smaller, shall be gate or globe
type, iron body, bronze fitted, with adaptors for
P.V.C. connections.
Small check valves shall be iron body, bronze fitted
with adaptors P.V.C. connections.
Note:
Provisions of paragraphs (b) through (e) do
not apply to the valve nests and associated
piping of the Ion-Exchange System, which is to
be equipped with hydraulically operated
solonoid controlled diaphragm valves.
Splitter box shall be of welded steel, 1/8 inch thick
plate throughout. Two inch piping connections shall
be of steel, threaded for connection to unions.
Two inch down-spout connection to splitter box shall
be made with 3" x 2" reducing fittings at least 6
inches long.
Splitter box shall be epoxy coated inside and out
after fabrication.
Box shall be firmly supported on wall brackets with
its top 6 inches below ceiling.
g. Ion-Exchange System
Two ion exchange units are to be installed to
remove nitrate from a portion of the pumped well
water. Each unit is to be 24 inches in diameter
and hold 8 cubic feet of "Diamond Shamrock" anion
resin "Duolite A-101D".
Exchanger tanks shall be
with adequate room above
during backwash.
of steel or fiberglass,
the resin for expansion
Resin required shall be furnished by the
Contractor and shall be supported on an interior
plate fitted with an adequate number of screened
ports or strainers to properly distribute the
flow and prevent channeling through the resin.
"If the manufacturer desires to-use supporting
gravel in the bottom of the filters instead of an
interior plate, such gravel support shall be 12
inches in depth, consisting of five sizes graded
from a bottom size of 1-1/2 inch to a top size of
1/16 inch in diameter."
Water to be treated will first pass through a
splitter box, where 2/3 of the flow will be
diverted and go directly to the storage
reservoir. The remaining 1/3 of the flow is to
be treated in one of the two ion exchange units.
Water entering an ion exchange unit is to be
properly distributed across the area of the
resin·
"The inlet distributor/regenerant distributor
shall be of the lateral arm type with upturned 90
degree elbow, Schedule 80 PVC."
"Underdrain system shall be of the hub
(pol~propylene) type curved radial lateral
(Schedule 80 PVC) type which w~ll discharge
backwash water laterally and collect and
distribute water uniformly."
It is anticipated that at least 200 bed volumes,
(12,000 gallons) can be treated by each ion
exchange unit before regeneration of the resin is
necessary.
"Each exchanger shall be furnished with a flow
indicator/totalizer, Signet Model MK-566-1PO
magnetic flow sensor of polypropylene
construction, Model PVST020 installation fitting
of Schedule 80 PVC and Model MK~575 analog flow
meter with integral 5 digit front reset totalizer
and alarm."
When it becomes necessary to regenerate a unit,
operation shall shift to the other unit of the
pair.
Regeneration is to be accomplished using dilute
(6%~) sodium chloride. Brine solution tank with
properly sized eductor is to be provided. Brine
tank shall be 36 inches in diameter and hold a
minimum of 200 gallons (empty volume) of
concentrated brine.
"Brine tank shall be of fiberglass, complete with
cover, 10 inch graded gravel support bed,
Schedule 80 PVC collector pipe, brine level float
switch to control drawdown and refill, 1/2 inch
solenoid operated refill~valve and all necessary
Schedule 80 PVC pipe, fittings, ejector, valves
and appurtenances for a complete workable
saturator/measured and controlled brine system."
Brine, during regeneration of a resin unit, shall
be uniformly distributed over the resin surface
and each regeneration is expected to require
about 420 gallons of 6% brine.
10.
11.
Following regeneration, the unit shall be
backwashed for 10 minutes at a rate of 7 to 10
gallons per minute.
Following backwash, the unit shall be operated in
the rinse mode at a rate of about 7 gallons per
minute for 30 minutes~ It wili then be ready to
return to service.
12.
The brine, backwash, and rinse cycle times are
based on laboratory experiments and are subject
to adjustment following securing of operating
data from the full size plant.
13.
Piping and Control Valves. Ail piping shall be
PVC, sized and dimensioned by the system
manufacturer. All valves shall be solenoid
controlled, Pneumatically operated, with manual
override.
15
14.
"Automatic control valves shall be plastomatic
series EST-NG with PVC body, air-to-open,
spring-to-close, clear acrylic cylinder for
visual indication, bond seals and adjustable
limit stops are required for rate set. Manual
valves shall be Grinnell Figure 2451-2-M,
Saunders patent type with ethylene pro~ylene
diaphragms, PVC-body and handwheels for manual
operation. Piping shall be Schedule 80 PVC with
Schedule 80 socket weld fittings. Furnish and
install on Skid, required compressor, air
compressor and air storage tank."
Regeneration shall be initiated manually and
proceed through the various steps automatically.
All needed wiring, relays and timers are to be
provided, neatly mounted in a steel, epoxy coated
cabinet, with indicator lights as follows:
Red - Regeneration required-See
Yellow - Brine cycle
White - Backwash cycle
Green - Rinsing.
Item g-6 above
Cabinet shall be NEMA 12.
15.
Discharge piping from units is to be arranged in
such a manner so that after a unit is first
placed in operation, water level within the unit
when it is operating or not operating will be
16
16.
maintained at least 4 inches above the top of the
resin bed. A vacuum breaker (or tube extending
above the water level in the splitter box) must
be provided in the discharge piping to prevent
siphonage.
Both resin units, the brine tank, piping and
controls shall be skid mounted and fully
assembled in the manufacturer's shop, prior to
shipment.
17.
Steel tanks, if used, shall be primed and painted
inside and out using primers and coatings
selected from technical reference PWS23 of the
New York State Department of Health, Bureau of
Water Supply Protection.
"Each vessel shall be designed for operating
pressure of 75 psig, and hydrostatically tested
at a pre~sure of 113 psig. Head and shell
materials shall be either SA-515, Grade 70 or
A-285, Grade C steel. Vessel shall be of welded
steel construction, with the internal surfaces
completely epoxy coated. (Note foregoing
restriction, i.e., NYS Technical Reference PWS
23). All necessary connections shall be
provided. Tank connections shall be threaded and
reinforced as required. Each vessel shall be
provided with an 11" x 15" access manhole in the
side shell and a 4" x 6" handhole in top head,
four structural steel support legs, and exterior
surfaces sand-blasted and shop-primed. They
shall be spot-primed as needed and final-coated
after field installation."
"Each vessel shall have straight sides not less
than 84 inches high.~
17
18.
Operating water supply for ion exchange system
operating water shall be secured by the
Contractor from the discharge piping of the
hydropneumatic tank within the building. Piping
shall be 1 inch diameter PVC with 3/4 inch
corporation cock connection in 4 inch D.I.
piping. Pressure may vary between 30 and 70
psig, so a pressure reducing valve must be
furnished and installed to maintain a constant
pressure of not more than 25 pstg at the ion
exchange units.
19.
A flow regulating valve will be required in the
backwash supply line to keep backwash flow at not
more than 10 gallons per minute. Faucet for
filling brine tank with water shall be mounted at
least 3 inches above rim of tank so as to provide
an air gap.
Wastes. All wastewaters (brine, backwash, and
rinse) shall be collected and discharged to the
wastewater pit outside the building. Water
wasted by operation of hydraulic valves shall be
intercepted in plastic 5 gallon pails for manual
disposal into the wastewater pit.
20.
Salt Supply. Sufficient salt shall be provided
in bags, to prepare 500 gallons of concentrated
(fully saturated) brine.
21. Ail ion exchange equipment shall be as manufact-
ured by Hungerford and Terry of Clayton, NJ.
22.
The manufacturer shall provide the services of a
start-up supervisor at the proper time to oversee
the packing of the resin, place the equipment in
operation, and instruct personnel in the
opera%ion of the equipment for a period of not
less than 3 days. A sales repressentative will
not be accepted as qualified for this service.
Miscellaneous items which must be included and
furnished include inlet and outlet pressure
gauges and sampling clocks, and 4 copies each of
operating and maintenance manuals, detailed
drawings, parts manuals, and permanent type
identification nameplates attached to valves and
appurtenances.
Ion Exchange units discharge to the storage tank. A
6 inch steel sleeve is to be provided through the
tank roof and extending six inches above building
fl~or. This sleeve is to be fi%ted with a Jacuzzi
figure 421S well seal containing two openings. The
center opening shall be 1-1/2 inch diameter for the
discharge pipe from the Ion Exchange System. The
off-center opening shall be 3/4 inch threaded for
vent pipe with screen.
Service pumps shall be Jacuzzi Figure 6LC deep well
turbines, operating at 100 GPM against a total
dynamic head of 150 feet (3 stages) driven by 7-1/2
horsepower hollow shaft motors, with figure 4A
discharge heads, 4 inch columns, water lubricated
pump shafts with intermediate cutless rubber bearing,
complete with 3 phase, 3 overloads, combination
magnetic starters with relays to accept signals from
"ASCO" pressure switches and from "Consolidated"
float switch.
~Consolidated" float switches, installed in the
reservoir as shown on the drawing are to be used to
start and stop the well pumps as water level in the
reservoir varies. They shall be clamped on the 1-1/2
inch aluminum pole so that they can be moved up or
down to select pump operating range.
The lowest float sw~tch will be used to shut down the
service pumps to prevent them from running dry should
the reservoir empty.
ke
Rydropneumatic tank, nominal 1500 gallon capacity,
shall be a ASME code tank with label for 125 pound
per square inch pressure.
Tank shall be fitted with access manhole, glass water
level indicator tube with petcock connections at each
end, 4 inch diameter pressure gauge, graduated 0 to
100 p.s.i.g., and "ASCO" tripoint adjustable dead
band switches, range 3 to I00 p.s.i.g, to start and
stop service pumps.
Tank shall be primed and coated inside and out using
primers and coatings selected from technical
reference PWS23 of the N.Y.S. Department of Realth,
Bureau of Water Supply Protection.
Adjust "ASCO" tripoint to start lead pump at 45
p.s.i.g, and stop pump No. 1 at 60 p.s.i.g. Adjust
"ASCO" tripoint to start second pump at 35 p.s.i.g.
and stop pump No. 2 at 50 p.s.i.g. Provide
alternator to change starting order of pumps
following each operation.
Chemical Feeders. 'Precision' chemical feeder
mounted on covered polyethylene barrels shall be
provided to handle dilute solutions of chlorine and
sodium hydroxide.
Chlorine solutions will be prepared using sodium
hypochlorite, and the two chlorine feeders will each
be required to provide chlorine residuals in the 100
GPM flow entering the hydropneumatic tank ranging
from 0.5 to 2.5 mg/1. Each feeder will be actuated
by a relay in the starter controlling its
corresponding service pump. A D.P.D. test kit shall
be provided.
Two sodium hydroxide feeders are required. Each
feeder will be actuated by a relay in the starter
controlling its corresponding service pump.
A deluge shower, with ~yewash, shall be furnished and
installed, Direct Safety Co., fig. 12-260, or equal.
A steel locker, containing protective apron, gloves
and face shield shall be furnished.
Sodium hydroxide is to be fed as a 1/10% solution
into the flow entering the hydropneumatic tank, at a
rate to raise the pH of the water to approximately
7.2 when the flow entering the tank is 100 GPM.
Operating safeguards are to be provided as follows:
1. A vacuum breaker is to be installed to prevent
siphoning.
Relays are to be provided in the service pump
starters so as to positively disconnect the
feeder whenever a service pump is nqt operating.
A second relay is to be provided in the feeder
circuit which will be closed only when a service
pump is operating.
Test kit for pH control shall be furnished,
"Hach" catalog no. 1470-06, 17F.
m. Flow Meters. Meters are to be provided as follows:
1. 'Badger' one inch 'Easy Read" meter installed in
each well discharge line where shown.
2. 'Badger" two inch industrial turbine meter in
hydropneumatic tank discharge line where shown.
Sampling Tap~. Sampling taps must be provided, of
1/4 inch copper tubing with petcock, as shown on the
drawings for the two well discharges and additionally
similar sampling taps on the influent and effluent
piping of the hydropneumatic tank, and on the
discharge of the two Ion exchange units.
OJ
Disinfection. Before placing the plant in service,
the Contractor shall scrub brush the walls, floor and
ceiling of the storage reservoir with a 50 mg/1
chlorine solution, or alternately carefully spray,
with a minimum of 50 psig pressure, all reservoir
surfaces with a 50 mg/1 chlorine solution.
During this disinfection, the Contractor will be
required to provide adequate air circulation within
the reservoir to protect his workmen, or provide
those within the tank with "Scott" air packs.
Workmen within the tank shall wear harnesses and
safety lines, tended by a safety man at the surface.
RESPONSIBILITY FOR SAFETY OF WORKMEN AND T~E PUBLIC
IS ENTIRELY THE DUTY OF THE CONTRACTOR.
ELECTRICAL
me
Electrical Service. Contractor shall make all
necessary arrangements with the Long Island Lighting
Company, cooperate fully with them in the
installation of electrical service and meter pan, and
perform all work and pay all costs which this part of
the project may entail.
The electrical service to be installed is to be 240
volt 200 ampere, and will consist of the following
components:
1. A direct burial cable conforming to the require-
ments of LILCO and the National Electrical Code.
Steel conduit protection for the cable must be
provided where it crosses roads or streets, and
rises to the supply pole and to metering equip-
ment.
Where direct burial in conduit changes direction,
sweep bends shall be provided, and bushings
furnished at the cable entrances to the conduit
to prevent chafing.
Meter pan is to be mounted on the outer wall of the
building where shown on the plans and in accordance
with LILCO requirements.
23 ~
Electrical Control Panel. All electrical controls,
switches, starters, circuit breakers, etc. shall be
neatly grouped and wall mounted where indicated.
Each pump motor shall be controlled by a
hand-off-automatic switch, and each pump motor
starter shall contain required relays for auto-start
and for control of chemical feeders and
appurtenances.
Electrical Conduits and Wiring. Ail conduit and
wiring shall be installed in straight runs,
horizontally and vertically on walls and horizontally
on ceiling. Condulet or equal fitting shall be used
at each change of direction but wire splicing shall
be kept to a minimum.
Drops to service pump motors and to chemical feeders
shall come from ceiling, and service pump motor drops
shall end at the motor with at least 2 feet of
'Greenfield".
Standby Generator. Standby generator shall be Kohler
10 Kw-AC-3 phases-120/208 volts, air cooled, L.P. gas
generator set, figure 10CM81 with manual start and
manual transfer switch with flexible exhaust
connector and residential exhaust silencer, 90 ampere
hour starting battery with trickle charger; 1250 cfm
intake fan with gravity louver shall be provided in
building wall with thermostat set to start fan at
room temperature of 70°F. Sufficient L.P. gas shall
be furnished to operate generator for a minimum of 36
hours. L.P. container shall be chained and padlocked
to 4 inch steel post on container pad.
24
All required piping, valves, strainers and
appurtenances for the L.P. gas supply shall be
provided.
e®
Lights and Outlets. Lighting shall be incandescant,
150 watt flood bulbs, mounted on ceiling. Outlets
shall be 120 volt, duplex, mounted on walls 3'-6"
above floor.
f®
Heaters shall be Emerson-Chromaloy electric unit
heaters, 7 KW, 23891 btu, 240 volt 3 phase with
internal thermostat MT-1 and mounting bracket MMB-10,
on walls 10'-6" above floor.
ge
Circuit breakers for lights and outlets shall be
enclosed in steel cabinet on wall. Circuit breakers
for outlets shall be ground fault protected.
supervisory System and Automatic Operation. Ail
automatic control functions shall be provided with
manual override.
The supervisory system shall include power failure
relay, low water pressure relay and automatic dialer
over telephone wires to local answering service.
Telephone. Contractor shall cooperate with the
telephone company in the installation of underground
telephone service, perform all work and pay all costs
which this installation will require. Telephone
cable shall be 6 pair for direct burial.
Conform with Codes.
installations must
National Electrical
Electrical Safety Code,
Long Island Lighting Company and with
and regulations.
All electrical work and
conform fully with the
Code, with the National
with all requirements of the
all local rules
SECTION D
SITE WORK
I Work Included:
The work to be performed under this section
comprises the grading of the site, the clearing and
compacting of the access roadway, and of the area within
the fencing, and the fencing as shown.
II Materials of Construction
III
Fencing shall be "Cyclone Chainlink" or equal, 6
foot high fabric, 9 gauge, line posts 1.90 O.D. Schedule
40, gate posts 2.875 O.D. Schedule 40, top rail 1.660
O.D. Schedule 40, 3 strand barbed wire at top on inside.
Gates for 180° swing with offset hinges, pipe plunger
rod, and locking device (with bar for two padlocks). All
materials galvanized ASTM-A120.
Methods of Work, Etc.
Gradin9. The fenced area shall be graded to provide
slopes to drain away from the treatment building,
and ground level at the fence line shall be 6 inches
lower that that at the treatment plant building.
All necessary swales to conduct drainage from the
fence line to lower ground shall be provided.
Access Road. The area to be used as access road
shall be cleared of vegetation and topsoil, and
compacted by rolling with heavy equipment. Provide
swales for drainage, as needed.
Fencin9. Fence posts shall be installed in 8 inch
diameter holes 30 inches deep, filled with
concrete when post is installed.
SECTION E
DISTRIBUTION SYSTEM
I Work Included
Work to be performed under this section comprises
the installation of the water main distribution system
including breaking and replacement of pavements,
excavation and backfilling of trenches, the installation
of mains and appurtenances, and disinfection of the
completed system. Also included herein is the
construction of the waste drainage pipeline from the
treatment plant to the dredged canal and its discharge
structure.
II
Materials of Construction
Materials used in construction shall
following specifications:
conform to the
Class 150 PVC pipe with pushon joints
and gaskets AW-WA C900-81
Class 250 Ductile Iron Fittings,
pushon joints and gaskets
AWWA C110-71
c. Cement Lining for all Ductile Iron
Pipe and Fittings
Gate Valves - Double Disc,
non-rising stem, open clockwise,
with operating nut
AWWA C-104-74
AWWA C500-71
e. Valve Boxes - 3 Section CLOW FIG 2450
f®
Yard Bydrants - "Lock Lid"
street washer type 1-1/2" hose
connection, anti-freezing for
4-1/2 foot bury Murdock M-6150 1-1/2"
III Construction Methods
ae
Excavations. Trenches shall provide minimum 4-1/2
foot cover for pipes. Trench shall not be wider
than necessary to provide working space.
Trench bottom must be shaped to accommodate pipe,
free from stones, boulders and debris. Backfill
shall first be placed and tamped to the springline
of the pipe, and then placed and consolidated to
surface level.
Ail applicable provisions of Standard AWWA C-600-77
shall be complied with, together with such
modifications covering PVC pipe specified in Chapter
VI of the "Unibell" handbook of PVC pipe.
Blocking. Ail dead ends, bends, tees and crosses
requiring thrust blocking shall be restrained
against movement by concrete blocking against firm
soil as detailed in Section 7-5 (page 70, etc.) of
the AWWA Manual "PVC Pipe - Design and
Installation".
Cleanliness. Extreme care shall be taken to keep
all pipe and appurtenances free from dirt, sand and
all possible sources of contamination during storage
handling and installation. Each pipe shall be
swabbed with a 25 part per million of chlorine
solution just prior to placement in the trench.
30
Pipe ends in the trench left open and unattended for
more than a few minutes shall be temporarily
plugged.
As each section of piping between valves is
completed, and concrete thrust blocking has had time
to cure and set, Contractor shall demonstrate that
each section is watertight under a pressure of 100
pounds per square inch with allowable leakage of
less than 0.008 gallons per hour per joint of the
section tested.
Disinfection. Ail PVC pipe and appurtenances shall
be disinfected prior to being placed in service,
using calcium or sodium hypochlorite solutions so as
to provide 50 ppm available chlorine in all parts of
the pipeline. All provisions of AWWA Standard
C-601-68 shall be complied with except that the
flushing velocity may be maintained at not less than
1.0 feet per second.
Contractor should particularly note the provision of
section 10 of the Standard which requires repetition
of disinfection procedures until satisfactory
bacteriological samples are obtained.
IV Safety
Contractor
things necessary
to protect his
injury.
shall be fully responsible and do all
to maintain safe working conditions and
workmen and the public from harm or
31
V Clean Sites of Work
The Contractor shall maintain all of his worksites
clean and free from debris at all times.
'FORM NO. 1
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, N,Y. 11971
TEL,: 765-1802
Examined ~..~7.."7 .... 19 .8.7
Approved .C~ .~.. · .°~)"~+. · · ..~.., 19 .a.7. Permit No. ]./e..~..-//..~..
BOARD OF HEALTH -.~...-
3 SETS OF PLANS .......
SURVEY
cHEcK
SEPTIC FORM .............
NOTIFY
MAILCALL
Disapproved a/c .....................................
(Building Inspector)
APPLICATION FOR BUILDING PERMIT
Date ...Oq .tq..b~.r..~3., ...... , 198.7
INSTRUCTIONS
a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with
sets of plans, accurate plot plan to scale· Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public stree
or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appi
cation.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issued a Building Permit to the applicant. Such perm
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupant
shall have been granted by the Building Inspector.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to tl
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances (
Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein describe
The applicant agrees to comply with all applicable laws, ordinances, buckling code, housing-code, and regulations, and 1
admit authorized inspectors on premises and in building for necessary in,SentimO. \ /~, ~ .,~
· ..........
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builde
" iViatt~ituek Harbor .A~cxPi~l:e~
Name of owner of premises ................................................................
partnership (as on the tax roll or latest deed
If applicant is a:mlxlm~, signature of duly authorized ~.er
·..g~..th. 9.ny..T,. Co.n.fgr¢$,. Po]Yt-cer ................
(Name and title of corporate officer) ·
ALL CONTRACTOR'S MUST BE SUFFOLK COUNTY LICENSED
Builder's License No ..........................
Plumber's License No .........................
Electrician's License No .......................
Other Trade's License No ......................
1. Location of land on which proposed xvork will be done ................................................
southerly side New Suffolk Avenue, Mattituck .
Itouse Number Street Hamlet
County Tax Map No. I000 Section lis Block /1_7 Lot 17.1 & 17.2
Subdivision. Harbor View at Mattituck Filed Map No. 8377 Lot :..1 .& 2.
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy vacant land '
b. Intended use and occupancy water supply facility
3, Nature of work (check which qpphcable): New Building X ' Addition Alteration ..........
Repair .............. Removal .............. Demolition .............. Other Work ...............
: (Descriplion)
4 Estimated Cost . ~50,000) 0.0 ................... Fee ............................
! " (to be paid on filing this application)
5. If dwelling, number of dwellin~ units ... IN./.A ......... Number of dwelling units on each floor ................
If garage, number of cars .. · q ....................................................................
6. If business, commercial or mix,:ed occupancy, specify n. ature and extent of each type of use .... .N./.A ..............
7. Dimensions of existing structures, if any: Front...N./.A ......... Rear ...N~/.A ........ Depth .... .N./.A ........
N/b- Nu'mber of Stories
Height ...................................................................
Dimensions'of same structure with alterations or additions: Front .. IN/.A ............ Rear ... ~./ .............
Depth....N./.A ............ i... Height ...N./.A ................. Number of Stories ..... .N./i~ ..............
Dimensions of entire new construction: Front..4.1 .f.e.e.t..', Rear .4.1 .f.e.e.t. Depth .. 21 .f.eg.t ......
14~ht . J.2. f,e.e..t ...... Nuimber of Storleq .... .o.n.e .......................... .32.0~..(I,?.o.r.l:.h! ...........
270./ '/hfe'et ............ Re~.,u.. Name of Former e.%vner''' .3.99..f.e.e.t ........... Deptll .3~9.0p.(.Sou.t.h)'JO&ih' ~'
Size of lot: Front
'"~/ii/Spr Martin ~uter &&H~-~A~--any-comp Dm
10. Date of Purchase ..............................................
11. Zone or use district in which premises are situated.. AR-8,0.
12, Does proposed constructxon wolate any zoning law, ordinance or regulation: ....no ...........................
13. Will lot be regraded ....... .rip ................... Will excess fi.Il be lemo, ved from premises: Yes No
14. Name of Owner ofnremlses .Mp...t.t.i.t.u.c.k..H.a.r.bg.r' .A:.?.s~tdress '.s.e.e .b?.l.o.w. .......... Phone No. 727-3107
Name of~r Hende.r'son & . .B~. ,'~. 11 Address see i:~lb~' ' '~ . . . Phone No. ' 9)~-g~'/0 ......
Name of Contractor ...... ,. P1 N
................... Address .... : .............. ~one o ................
15. Is this property located within 300 feet of a tidal wetland? *Yes ..... No ...Ab.
· If yes, Southold Town Trustees Permit maX be required.
.. I PLOT DIAG1LAM
Locate clearly and distinctly ~11 buildings, whether existing or proposed, and, indicate all set-back dimensions from
number or description according to deed, and show street names and indicate whether
property hnes. Give street and block
interior or corner lot.
See site plan attached to plans
*Mattituck Harbor Associates
P.O. Box 149
l~[verhead, New York 11901
**Henderson & Bodwell
120 E~press Street
Plainview, New York
1180:
STATE OF NEW YORK,
COUNTY OF , Suffolk i S.S
Anthony T. Conforti being duly sworn, deposes and says that he is the applicant
(Name of individual s~gning contract)
above named.
He is l~ml~., a. partner, of. tdattJ~tuck. Harbor.Associates ...............................................
(Contractor, agent, corporate officer, etc.)
~lksaid o'wneLor owners, and is duly authorized to perform or have performed the said work and to make and file this
application; that all statements contained in this application are true to the best of his knowledge and belief; and that the
work will be performed in the ma~ner set forth in the application filed therewith.
Sworn to before me this
....... 23rd ............. daylof ............... 19..
ry ...... i ....... ! ..................
NOTARY PUI%I0'$ta~No. ~77°f I,~ Yoml ~/ ~ ' (Signature of abplicant-
Qualified in Suffolll Count~; AN'i~ONY T. CONFORTI
Commission Expires Aug. 31 1~88
REF.
NO.~
~ !~9 NORTH SEA RD,
Reqmres septic tank
~ , OEEP MOL E CREEK or ~IL L: CREEK
ELECTIONS ~WN HE~ A~
~E~N~D D N,6.V.D, (MSC
ufFOLK COUNTY DEPARTMmT b~ H~f~ ~;e ROBERT W. KEITH 8 HELEN W. KEITH sg~.
JULY ~0~ 19~
LOT NO, 16 "HARBOR VIEW AT MATTITUCK"
FOR APP~VAL OF Co~U~H O~Y AT MATTITUCK OATE DEC 23,1987
~WN ~ SOUTHOLO SCALE
)ATE ~-~'~ HS REF. NO.~&~O lO~ . SUFFOLK COUNTY, NEW ~K NO 87-~480
NOTE; ~=~T ~a~E ·.LATH
SUBDIVISION MAP FILED IN THE OFFICE OF THE ALDEN W.~NG, PROFESSIONAL ENGINEER
CLERK OF SUFFOLK COUNTY OM &U~.~I,19~7 AND LANO SURVEYOR N Y_S. UCENSE NO 1~4~
A8 FtLENO 8~77. HOWARD W. YOUNG, LANDS~VEYOR
HALL~
cREEK or
MUD cREEK
LOTS~
(I)
LOTS/ - LOT30 LOT2~ LOT2~ ~OT ~4
4~9~4 ~ 54,280 S.~: 55,~52 S.~ 53,311 S.~ 49,80~ S.~
.Z~
~.,¢' ~o~.~'
LO~40'~ 'bO~o6~'~ /
' 0T
/.
~T9 _
~0~0.6' ~,,
~ w°~r LoT
~
~ ~e~%~s ~ ~ HOL
FRED 6. ~ ROSEMARY $' MoRITT
(s)
6~
6~ ,~¢,¢)
LOTI9
(IKIS) v
HoLE
LoT I0
49,8§? s.F.
(/7/0)'
LOT IO
(/7/5)
CREEK
LOT U
46 74? $.P.
S TREE T
TYP/CAL PLOT PLAN
NO I
TEST
NO. 2 NO $
-- 90 O0
HOL ES
NO 4
LOT/8
LOT~
55~o~~
LoT i 4 .F.
LoT 12
45 541 s.F, ..-
cREEK
HOWARD W YOUNG, ~S t.~ LtC NO 4~93
TYPICAL SEWAGE DISPOSAL SYSTEM
LOCATION MAP
GRADE
L
USE I POOL GYE'rEM ON LOTS, I-4,6,7~20, P5-2~S0,$1,$3-40
USE ~ POOL SYSTEM ON tO~, ~7 ~ ,~ ~3
r ............ ~- -"; '7 ,"
,,,
HARBOR VIEW AT MATTITUCK
I?T M,~TTITUCH
TO~N OF
SUFFOLK
iii
L~
E
7-/-/~-_/~-~/..d.T/OA/
b~ OU Tbt ZL £ V.4 TIO/(/
~$ UN~½,WFUL
~:A~HOUf CERTIRCATE
OCCUPANCY.
WATER SUPPLY FACILITIES
FOR
BAY. VIEW VENTURES, LTD.
SITUATED IN
iVlATTITUCK, TOWN OF SOUTHOLD
- SUFFOLK CO., NEW YORK
PREPARED BY
HENDERSON AND BODWELL
CONSULTING ENGINEERS
PLAINVlEW~ NEW YORK
SCALE: AS SHOWN OCTOBER 2~, 198;~
I~- t~.~4z ~-~'I5'd-~' W. dgI~ Z/j~'~' .dJd/47,,¢,/~-/~7-- OWG. N~ .~krl/W-OP SHEET 2 OF 5
\
\
\
4o
~4
00 u
LOC. LIST
J
~Y
LOC. AT I OlNI
~/A~)TF-. OI. JTF. flLI.. BOX
%EC..TION
M.~I='
WATER S'IPPLY F/~CII_I'I'IES
FOR
BAY. VIEW VENTURES, LTD.
SITUATED IN
MATTITUCK, TOWN OF SOUTHOLD
SUFFOLK CO., NEW YORK
PREPARED BY
HENDERSON AND BODWELL
CONSULTING ENGINEERS
PLAINWEW, NEW YORK
SCALE: I"= ICG OCTOBEB ZG, 1983
DWG. N~ ~'.dp~k~-Ol SHEET / OF5
..%
SCAd/-/"=/-'0"
4
~-'~"
WATER SUPPLY FACILITIES
MATTITUCK, TOWN OF SOUTHOLD
CONSULTING ~NGINEERS
PLAINVIEW, N~W YORK
SCALE: AS SHOWN OCTOBER ~ 198~
/
I
F
TO t~£ SK/D-MO~)AIT£D
t I
lYOTO£ l)~17 ?b'MP
( $££ ~£TA Il_)
? VFi
l~IbLd
,t t?1 T
4?LI£.T£1~ ~O.L D~-T.41~
WATER SUPPLY FACILITIES
FOR
BAY VIEW VENTURES , LTl).
SITUATED IN
MATTITUCK, TOWN OF SOUTHOLD
SUFFOLK CO., NEW YORK
PREPARED BY
HENDERSON AND BODWELL
CONSULTING ENGINEERS
PLAINVlEW, NEW YORK
SCALE: AS SHOWN OCTOBER P6, 198;5
DWG. N° ~.d~<~'k~-o~ SHEET .,¢ OF ~
) ) )
WATER SUPPLY FACILITIES
FOR
BAY. VIEW VENTURES, LTD.
SITUATED IN
MATT TUCK, TOWN OF SOUTHOLD
SUFFOLK CO., 'NEW YORK
PREPARED BY
HENDERSON AND BODWELL
CONSULTING ENGINEERS
PLAINVlEW, NEW YORK
SCALE: AS SHOWN OCTOBER P~ 198:~