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03155
PUTNAM COUNTY DEPARTMENT OF HEALTH
Q�S..OF ENVIRONMENTAL HEALTH SERVICES
WELL COMPLETION REPORT
; ::;: a:f:,n =
.i u c%t 'u asp:. _
`
1' l'
flax Grid
Map Block ` Lot(s) l
Well Owner:
� nn � J "� "�
Ut� (�
NjjamLL''CU�e• 41-4 ,
Use of Well:
1- primary
2- secondary
Residential Public Supply Air cond/heat pump Irrig on
Business Farm Test/monitoring Other(specify)
Industrial Institutional Standby
Drilling Equipment
otary Cable percussion Compressed air percussion Other (specify)
Well Type
Screened Open end casing iG Open hole in bedrock Other
Casing Details
Total length ft.
Length below grade oZ3 `' ft.
Diameter in.
Weight per foot AvIb /ft.
Materials: ZSteel _ Plastic _ Other
Joints: _ Welded Threaded _ Other
Seal: Cement grout — Bentonite Other
Drive shoe: Yes No
Liner _ Yes __2!c--No
Screen Details
Diameter (in)
Slot Size
Length(ft)
Depth to Screen (ft)
Developed?
First
Yes No
Hours
Second
Well Yield Test
_ Bailed _ Pumped X Compressed Air
Hours
Yield ZcI'gpm
Depth Data
Measure from land surface- static (specify ft)
3 C
During yield test(ft)
Depth of completed well in feet
boo'
Well Log
If more detailed
information
descriptions or
sieve analyses
are available,
please attach.
Depth From
Surface
Water
Bearing
Well
Diameter(in)
Formation
Description
ft.
ft.
Land Surface
15
1 `'
13
If yield was tested
at different depths
during drilling,
list:
Feet
Gallons Per Minute
Pump /Storage Tank Information
Pump Type Capacity
Depth Model
Voltage HP
Tank Type Volume
Date /Wel Co pleted
Putnam County Certification No.
Date of Report
Well Driller (signature)
NOTE: Exact location of well with distances to at least two permar�tnt landmarks to be provided on a separate sheet(plan.
Well Driller's Namet-�Ox- Address: %��'. /
Signature: Date:
�9
White copy: HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller
Form WC -97
OWNER'S NAME S C
SITE LOCATION
20 :22 —l-M 1.
PERSON INTERVIEWED 93#-Al 1C�7�'� -E , 7a y Al r aA4 PC°HID canplaint # .
�®, ^
3-00 Name & Relati nship (i.e,, owner, tenant, etc.)
DATE TYPE FACILITY
PROPOSED. naSmum 7v ►2l I A-K-h
PHWE 'M3 Y34F- //6 [,
REGISTRATION #
Proposal (include sketch locating all adjacent wells):
NOTE: Repair must be in same location and of same type as original sewage disposal system.
Different location may require submittal of proposal fran licensed professional engineer or
registered architect.
�l1 &4-1 (T/,4.4C` 1,�X-AeX4 �(/!�� /�s'l' .S' (4,//77-/ .
Proposal approved Proposal Disapproved
Inspector's Signature & Title
2.
3.
)osal approved with the following conditions:
Procurement of any Town permit, if applicable.
Subuission of as built repair sketch in duplicate showing:
a. Owner's name.
b. Site Street Name, Town and Tax Map number.
c. Location of installed components tied to two fixed points
d. System description (e.g., 1250 gal. concrete septic tank,
drywells surrounded by one foot + gravel).
e. Installer's name and number.
(e.g. #house corners).
three precast 6' diam. x 6' deep
System repair to be performed in accordance with the above proposal and conditions.
I, as owner, or eported agent of owner agree to the above conditions.
SIGNATURE TITLE MM
*-11A1 1L1 %W,,6e17X-
MUS: *dte MV; YeUcw ('Ike HE); Pink Qqlioank)
PC -RP 97
PUTNAM COUNTY DEPARTMENT OF HEALTH
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
y
. �_.--- ��:�1c�t�Y ��J►A'i'A J�E�'�= •�l1JiJU�'E��,TS���l: `'Kr:A'1'ivi.r:N�i"��Si'�i'v
Owner S C L Address
v
Located at (Street) J,__ �� 3--Block Lot
indicate ne est cross str et) - I
Municipality v Drainage Basin [ yym 6.7�
SOIL PERCOLATION TEST DATA
Date of Pre - soaking 10 I t 1 b () /pf7v' Date of Percolation Test
Hole No.
Run No.
Time
Start -Stop
Ela se Time
n.)
Depth to Water
From Ground
Surface (Inches)
Start Stop
Water
Level
Drop In
Inches
Percolation
Rate
Min/Inch
1
30 °o
3®
o
6
5
2
3
23 -3 cro
levy
4
5
Zap ;
j
2
3
91-3or
30
(�
4
5
1
-
2
3
_'
4
5
NOTES: 1. Tests to be repeated at same ceptn unut approxtmmeq equal purr-wauuii �a «� �►� ���•�� �• -
percolation test hole. (i.e. s 1 min for 1 -30 minlinch, s 2 min for 31 -60 min/inch) All data to be
submitted for review.
2. Depth measurements to be made from top of hole.
is .,.-
Form DD-97
JOHN KARELL, JR , P.E. .
121 CUSHMAN ROAD. -
:..._ i ";r= •°._i?- ni�,rY YORK 12663
'
LZ
E LEVA71ON HEAD LOSSES
GRADE AT PUMP PIT .............. ...............................
D BOX ELEVATION .................. ...............................
BOTTOM OF PUMP PIT ........... ...............................
TOTAL HEAD LOSS ....................'
FRICTION LOSSES
AT 20 GPM ....... 1 11 INCH PIPE
S/7
S0�
01
_. - - - . - -• - s- LENW fot FoRtE Iviw iiv::.::: T :::.:................:
PUMP PIT PIPING ..................... .............................10
FIXTURES IN PIT ....................... .............................30 '
/ TOTAL LENGTH
AT 20 GPM WITH i .1 P2.INCH PIPE .R' / X '.Pa FT /t 00 FEET= o.
TOTAL FRICTION LOSS............
TOTAL HEAD REQUIRED.: ............
USE GOULD 1I2 HP WE05 PUMP RATED AT 26 GPM AT 40 FEET HEAD. EXACT WE05
MODEL BASED UPON ELECTRICAL SERVICE AVAILABLE TO THE PUMP STATION
A
TEST PIT DATA
B DESCRIPTION OF SOILS ENCOYFNTEREDPi t TEST HOLES
-ac . ai -- :�-�:.�.�::.°"_..�:.+.,�.,r. .er. �:.�;o r..`.�:,•do:.::;r ,o -�.r.- -„�� -. ate. -': _ ,.;...rz..�ti "= -- ""`. _.:.i.,c:+��:, `-= .�= :,x.,-,.... >: ...- --
i DEPTH ~ DOLE NO. HOLE NO. • �~ �e � HOLE N0.
G1,.
0.5' S Ai�o Lam
2.0'
2.5'
3.0'
3..5'
4.0'
4.5' ;.
5.0' .
5.5'
6.0' ,
6.5'
7.0'
75'
8.0'
8.5'
-
3!:v' _„'_` ' °- - -. _ :.m. ..o a ... _.d_.._ _.__ °�. �...- .•..<...�r._
9.5'
10.0'
Indicate level at which groundwater is encountered
Indicate level at which mottling is observed
.Indicate level to which water level rises after being encountered
Deep hole observations made by: Date 1 d y"
Design Professional Name: -gj%*U
Address:
Signature:
Of NE yob
Design Professional's Seal AOFESS�oN
Sent By: TOWN OF CARMEL ENGINEERING; 9146287085; Sep-25-00 15:06; Page 6/6
90-d
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SLV6 VZZ ZJZ �4*"V UOJS.ADAL�S Ou�uueW so:cr 00-ey'des
4
*ep.r'18-00.-13:07 Mann i.ng Silverstein Arch 212 724 9475 P.01
MANNING SILVERSTEIN
ARCHITECTS P C
TRANSMITTAL
133 WEST 72ND ST
NO. 701 To
............................................... . ......................... ...............................
NEW YORK 10023
212824 7755 t e I
...... rw ..... ....................................................
2121724 9475 f a x
.. .......................... .....................................................
F Date
... ow... ............................. I ........................................
......... Ap
AAA/ 76 as- 44ic-
............. ................. .. --------
Job No Page I &F- 40
RE:
/,s
L145
exq
w-re- fe/- V"
t-upt-j f)OJL9/ Vfff 1fjej5",1-' 4"
ff,
117
D
Xj �!r/'`t'l
Escaladas Associates
124 Saw Mill River Road
Elmsford, New York 10523
(914) 347.- 4404
t�_..w_; d�ns�.� ;tQ.T. .:.�.e -. t �.. r�i.:..rnan •... _ ✓.V � ^o ". ^..'.� .... .._.. .... CAI:_ � _... .'-.. �_��.. .. :�.:
�mElso !v�aazladav �;" X."c
.�iissa �aazssrisdss-
�iler /�ifife�
January 5, 2004
Mr. Bill Hedges
Putnam County Department of Health
1 Geneva Road
Brewster, New York 10509
and
Mr. Iry Sevelowitz, C.P.C.A.
Putnam Valley Building Department
265 Oscawana Lake Road
Putnam Valley, New York 10579
Re: Schiele Project
90 Indian Lake Road
Mr. and Mrs. Warren Schiele
90 /111 Indian Lake Road
Putnam Valley, New York 10579
Dear Mr. Hedges:
Last week this office conducted the final test of the newly installed septic fields for the
above captioned project.
-~~ ° -- ` T ne "atfacfied` plans Have been modified as per our agreement, moving the absorption
fields to a remote location. The system has been constructed as designed, with one exception,
a 20 gang distribution box was used in place of the twin 10 gang boxes shown on our drawings.
I have enclosed a copy of the specification sheet.
We have also attached copies of the specifications for the pumps, rail system and
alarms that will drive the system.
The 2" force main was tested for 24 hours with 50 psi of air pressure and is free of any
leaks or defects. Once the house is completed the electrician for the project will activate the
pumping system and the entire S.S.D.S. will be functional.
Thank you for your help-in this matter, we look forward to working with you on other
Projects in the future.
'��
v�.
Received: 11/13/03 12:16PM; 845 3611050 -> escaladas associates; Page 2
NOV -13 -2003 THU 11 :13 AM WOODARD'S CONCRETE 845 3611050 P. 02
1
Top VIM 4" Dia. Outlet Side View
SPECIFICATIONS
Concrete Min. Strength: 4,000 psi at 28 days
Reinforcement: #3 Rebar, 6x6xlOga. WWM
Air Entrainment: 5%
Construction Joint: Butyl Rubber Sealant
Pipe Connection: Polylok Seal (patented)
Weight W 16,000 Ibs
Load Rating: 300 psf
. PRECAST SEPTIC TANKS
MODEL ST -3000 / 3000 GALLONS
lax.
tank.
:cunt
w
the
afFle
Woodard's Concrete Products, Inc.
629 Lybolt Road, Bullville, NY 10915
(845) 361 -3471 / Fax 361 -1050
Page 7A 9/17/02
www.woodardsconcrete.com
. .
NOV -13 -2003 THU 11 13 AM WOODARD'S CONCRETE 845 3611050 P. 01
1
Top View 4" Dia. outlet side view
r
SPECIFICATIONS
PRECAST SEPTIC TANKS
MODEL ST-2500 / 2500 GALLONS
Concrete Min. Strength: 4,000 psi at 28 days
Reinforcement: #3 Rebar, 6x6x10ga. WWM
Woodard's Concrete Products, Inc.
Air Entrainment: 5%
Construction Joint: Butyl Rubber Sealant
Pipe Connection: Poiylok Seal (patented)
629 Lybolt Road, Bu1ax 3 1-1 10915
(845) 361 -3471 /Fax 361 -1050
Weight = 14,9001bS
Load Rating: 300 psf
Page 6A 6/1.1/03
www.woodardsconcrete. oom
Technical ::I= ' Section GRINDER Page 401A
Data Dated OCTOBER 2000
MODEL: HPD— Positive Displacement Grinder Pump
Physical Data:
DISCHARGE SIZE
V/4" NPT
PUMPING STATOR
BUNA -N; DOUBLE HELIX
PUMPING ROTOR
300 SERIES SST SINGLE LOBE_
CABLE LENGTH
20' STANDARD
PAINT
PAINTED AFTER ASSEMBLY. DARK GREEN,
ENAMEL, ONE COAT, AIR DRIED.
Temperature:
MAXIMUM LIQUID
140 °F
MAXIMUM STATOR
266 °F
OIL FLASH POINT
390 °F
HEAT SENSOR Open:
Closed:
257 °F MAX. /239 °F MIN.
194 °F MAX. /149 °F MIN.
Technical Data:
POWER CORD TYPE
SJOW /SJOW -A WATER RESISTANT 600V, 60 °C, CSA APPROVED
MOTOR HOUSING
CAST IRON ASTM A -48 ._CLASS 30 _....._ -.. _. _
°� `
'CASING`
CAST IKON ASTM` �A -48 "eCLAS5 30 -
CUTTERS
L)
Q 0
Stationary:
440C STAINLESS STEEL HARDENED TO 55 -60 ROCKWELL C
Fr CC
Lower (Radial):
440C STAINLESS STEEL HARDENED TO 55 -60 ROCKWELL C
w
Q z
MOTOR SHAFT
416 STAINLESS STEEL
0
HARDWARE
303 SERIES STAINLESS STEEL
"0" RINGS
BUNA N
MECHANICAL SEALS
Standard:
SINGLE CARBON /CERAMIC /BUNA -N, TYPE 2100
UPPER BEARING
(RADIAL) SINGLE ROW BALL 6203
LOWER BEARING
(THRUST) SINGLE ROW BALL 6306
MIN. B -10 BEARING LIFE
50,000 Hrs
Ir�j° NYDROMATIC°
Electrital Section GRINDER Page 301A
Data Dated OCTOBER 2000
MODEL: HPD—Positive Displacement Grinder Pump
R.P.M.
1725
MOTOR TYPE
ENCLOSED, OIL COOLED INDUCTION, CAP START, CAP RUN
MOTOR DESIGN NEMA TYPE
A(Io)
GENERAL INSULATION CLASS
B
STATOR WINDING CLASS
F
MAXIMUM STATOR TEMPERATURE
130 °C
VOLTAGE, TOLERANCE
*10%
&
1 2 230 1 1 D 1 1.0 1 15.0 1 15.52 12.62
n r HYDROMATIC@
Dimensional ol Section GRINDER Page 201A
Data Dated OCTOBER 2000
Iiir HYDROMATIC
A
I B
I-- C-1
D
I E
I F
HPD200
25-3/4
--i
10-1/2
1 6-1/2
13-3/8 1
7-3/4
1 5-3/8
Iiir HYDROMATIC
flPD200
_[s
�1
„A .. „B.. .,C,. .,p,. .,E..
E05 -09A -0489
�;.r,P.TIOyS. SNr!
ELECTRICAL JUNCTION BOX INSIDE SUMP
(SEE UT.# E03 -04A -0489 & E07 -14A -0489)
0 LEVEL CONTROL SUSENSION (SEE LIT,# E03- 03AP0489 & E07 K 5A -0489)
GATE
VALVE
EXTENSI O
(304 S.S.
CUTE
RAILS
(304 S.S.
TOP PUMP
GUIDE
BOTTOM —
PUMP GUIDE
"E" INLET
PIPE
CONNECTION
(SEE
NOTE _x2)
F-
2'-0'
MIN.
ANT —FLOTA
FLANGE
(SEE SPECS) CONNECTION
SUMP COVER DETAIL NOT SHOWN.
SEE SEPERATE COVER DRAWING.
FRP SUMP BASIN
NOTE #1: ALL DIMENSIONS ARE APPROXIMATE AND NOT TO BE USED FOR
CONSTRUCTION PURPOSES.
NOTE X12: INLET PIPE CONNECTION SHIPPED LOOSE (FOR LOCATION &
INSTALLATION BY OTHERS)
NOTE #9: VERIFY WITH FACTORY THAT THE PUMP BEING APPLIED IS
DIMENSIONALLY SUITABLE FOR USE WITH THIS SYSTEM IN THE
DIAMETER AND DEPTH REQUIRED.
CADD GRAPHICS
MORAN
TITLE DUPLEX GUIDERAIL SYSTEM IN FIBERGLASS BASIN (38" DISCH. ELEV.)
DATE: 04- .25-89
MANUFACTURING INC.
PROJECT:
JOB NO
REVISED:
P.O. Box 1264 - Conway, AR. 72032
CUSTOMER:
P.O. No
REVISED
(501) 327 -6561
DWC. ND: 230 -22RO
MMI USE 1-1
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AUTOMATED CONTROL SYSTEMS, INCORPORATED
NEMA 1 (INDOOR)
ay xs? s.
STANDARD
�s� r ✓� .. 'E's
ENCLOSURI � NEMA 4X
PUMP DISCONNECT(S): CIRCUIT BREAKER(S)
ARE PROVIDED FOR PUMP DIS-
CONNECT, SHORT CIRCUIT &
GROUND FAULT PROTECTION PER
NATIONAL ELECTRIC CODE (NEC)
FULL LOAD AMPS FOR RELIABIUTY
AND LONG SERVICE LIFE.
H -O -A SWITCH. RUN LIGHT: PROVIDES MANUAL
PUMP CONTROL & PUMP RUN INDI-
CATION. LONG LIFE NEON BULBS
ARE UTILIZED.
USED DISCONNECT: PRO-
VIDED TO ENABLE FUSE REPLACE-
MENT WITHOUT DISCONNECTWG
POWER AT SOURCE. SEPARATE
FUSES FOR ALARM AND CONTROL
CIRCUITS PROVIDE MAXIMUM IN-
TEGRITY.
HIGH LEVEL ALARM CIRCUIT: LATCHING TYPE
WITH HORN & FLASHING LIGHT (N4X)
OR HORN & INDICATOR LIGHT (NJ)
AS STANDARD DEVICE(S). DRY AND
POWERED (110V, 0.7 AMP MAX) ALARM
CONTACTS ARE INCLUDED W/EX-
TERNAL SILENCEj1EST BUTTON (NO)
OR TEST - NORMAL - SILENCE TOGGLE
SWITCH (NI).
TYPE LAC -F
SINGLE PHASE
FLOAT ACTUATED
PUMP CONTROLS
TYPE LAC -F IS SPECIFICALLY
DESIGNED FOR RAW SEWAGE
OR SEPTIC SYSTEM EFFLUENT
PUMP CONTROL IN RESIDENT-
IAL HOUSING OR COMMERCIAL
BUILDING APPLICATIONS. BOTH
SIMPLEX AND DUPLEX MODELS
ARE AVAILABLE FOR 115V, 2081
230V THROUGH 7.5 HP. UNITS
ARE UL LABELED PER THE 508
PROCEDURE.
ALTERNATOR: (DUPLEX SYSTEMS ONLY)- SOLID STATE PLUG•IN
UNIT WITH INDICATION OF NEXT PUMP CALLED.
UNIT CYCLES ON DE- ENERGIZATION.
TERMINAL BLOCKSAROVIDED FOR INCOMING POWER FE41)
(PUMP AND CONTROL SEPERATED FOR INDEPEN-
DENT POWER FEED) AND FLOAT CONNECTIONS.
NEW 4X (OUTDOOR)
BILL OF MATERIALS
customer name : SUPER TURBINE PO # :
1902
job
DF12- 1 -4 -1 -1 BOM # :
82530AC
13082 -3 DWG #
2.530AC _
_
:ydescri•ption
_.� . . .
qty
1
ENCLOSURE, N4X F /G, HOFFMAN, A- 12106CHORFG
1
2
BACKPLATE, ROBROY, 8P1210AL
1
3
CIRCUIT BREAKER, SQUARE D, 0OU225
2
4
CIRCUIT BREAKER, SQUARE D, QOU 110
1
5
120V CONTACTOR, AEG, LS17 -AO
2
6
FUSE HOLDER, 354 -621
2
7
BUSS FUSE 1 AMP, BUSS, AGC -1
2
8
ALTERNATOR, SSAC, ARP41
1
9
8 PIN.BASE, IDEC, SR2P -06
1
10
ALUMINUM SWITCH PLATE, 3- 1/2 "X5"
1
11
3" HEX STANDOFF, 8 -32 ALUM, HH SMITH, 8002ZD
4
TOGGLE SWITCH, GAYNOR, 7102B
2
AMBER RUN PILOT LIGHT, AC /DC, FNA
2
14
RED ALARM LIGHT, AC /DC, FNR
1
WLTC
16
RED CAP FOR PB SWITCH, IDEC, ABW1B -R
1
17
NORMALLY OPEN SWITCH CONTACT BLOCK, IDEC, TW -C10
2
18
RELAY 120V W /MTG EARS, LINE, SRTF- 2C- 120VAC
3
19
FLASHER, SSAC, FS126RC
1
20
LIGHT, AC /DC, LWLR,15T7DC
1
21
ALARM HORN 120V, FLOYD, MC- V09- 201 -QGN
1
22
TERMINAL STRIP, MARATHON, 330012 -WSC
1
23
TERMINAL STRIP, KULKA, 0987 -1
4
j
PUMP
POWER SUP
2PHV15
8OHZ
CB
�0- Ti PUMP 1
T3� PUMP 2�
C2 T4
CONTROL
CONTROL /ALARM 1.5 AMP
POWER SUPPLY ALARM
120V Pi
80HZ P2 NEUT
,
ED J BLK
1PUMP OFF2 g LEAD ON 4
BLUE
ALT
GREY
Cl
Cl PINK RUN
ORANGE
MI PUMP 2 BROWN
I
_ BROWN AUTO �.
OFP 0< 70 C2y
HAND \ /
C2 BLUE RUN
YELLOW/
5 OVERRIDE 6
ORANGE R1
I �
I
I
I
I
PIA PIB WA P2
REV AUTOMATED CONTROL SYSTEMS INC. BREWSTER, NY
D F 12 -1 4 --1-- •1
BM # B2530AC DWG # 2530AC PG 1 OF 3 DATE 7 -27 -94
PUMP 1
ALT
GREY AUTO
ALT R1
OFF 0`
C1
HAND
C2
BLUE
ALT
GREY
Cl
Cl PINK RUN
ORANGE
MI PUMP 2 BROWN
I
_ BROWN AUTO �.
OFP 0< 70 C2y
HAND \ /
C2 BLUE RUN
YELLOW/
5 OVERRIDE 6
ORANGE R1
I �
I
I
I
I
PIA PIB WA P2
REV AUTOMATED CONTROL SYSTEMS INC. BREWSTER, NY
D F 12 -1 4 --1-- •1
BM # B2530AC DWG # 2530AC PG 1 OF 3 DATE 7 -27 -94
PIA A NOTE; FOR 4 FLOAT OPERATION, DISCONNECT P2
/1\ 6-8 JUMPER AND CONNECT OVERRIDE FLOAT
FLOAT TO TERMINALS 5 & 0.
R3
OVERRIDE/ PURPLE
7 HIGH
R3
HICH
R2 120V ALARM DEVICE
K" 9 (Q--, 10
11 R3 12 TEST/SILENCE
om SILENCE SNCE ��N . 0.z:-—
DRY ALARM TEST N. 0. 0
CONTACT R2
ii BROWN
FLASHER
R2
REV AUTOMATED CONTROL SYSTEMS, INC. IREWSTER, NY
DF12-1-4-1-1
BM B2530AC DWG # 2530AC PG 2 OF 3 DATE 7-27-54
ALARM DEVICES
D NO DEVICES INCLUDED
Z LATCHING W/STANDARD DEVICE (NEMA I = BUZZER
NEKA 4K : HORN AND FLASHING LIGHT)
0 AUDIBLE ONLY (N4X)
0 VISUAL ONLY N4X) OPTIONS
0 VISUAL ONLY NI)
0 AUDIO/VISUAL NI) 0 SEAL FAIL
OVERTEMP CUT OUT
NOTE; ITEMS SHOWN IN DOTTED
LINES ARE OPTIONAL. SHE 0 ILLUMINATED TEST/SILENCE P.D.
PART # AND BILL OF MATERIALS
0 ETM'S N4X
FOR OPTIONS INCLUDED
'N
ET11s 1)
REV AUTOMATED CONTROL SYSTEMS, INC. IREWSTER, NY
DF12-1-4-1-1
BM B2530AC DWG # 2530AC PG 2 OF 3 DATE 7-27-54
PUMP POWER SUPPLY
lzo /z3ov
i PH Ll
60HZ L2 _ 120V ALARM
- - - . -._..
ALARM P1 TEST /RESET/
115V SILENCE
1PH P2 O
60H2
xEU7 .
NOTE; ALL LIGHTS AND SWITCHES TO HE MOUNTED
INSIDE THE CONTROL ENCLOSURE.
R2 X12
Z1 l
T 1. T2 T3 T4 1 2 3 4 6 8 7 B 9 10
• I
r-
I
I
I
I
I
•_ i
I
PUMP I PUMP 2
I
OVERRIDE
(OPTIONAL)•
LEAD PUMP ON
DRY ALARM
CONTACT
120V ALARM
DEVICE
PUMPS OFF 0 NOTE; FOR 4 FLOAT OPERATION
DISCONNECT 6 -8 JUMPER AND
CONNECT OVERRIDE FLOAT TO
TERMINALS 5 do S.
REV AUTOMATED CONTROL SYSTEMS INC. BREWSTER, NY
DF1.2- 1 --4- -1 1
BM B2530AC DWG # 2530SC PG 3 OF 3 DATE 3 -18 -95
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