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631- 589 -8100
25.54 -1 -41 & 25.54 -1 -42
BOX 11
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�Gj(e pUTNAM COUN 1 Y DEPA81MENf
OF, HEALTH -
�- Dh blos d whoameaW Hetlttb Servkes. Carla .'N Y 10611', to Peovide Peemlt
1� r
),
°" , r � ess CEDIIFICATE OF COIYlpLLt,NCB
�• CONSTDUC110N P8'�11HT FOD SEWAOB DL4lOSA_L YSTLIYI p� I� / --
�,y� � �j�llliog)D �DArD' � �A.wl t'y'ni '�19rt� own or-- V�•0o�; •
Sabdivhlou Name w ceta. Lot IY' Tas Map Q' .ems 2^ Loe 3
Owt�er/ AppBnmt N.ee GSM t Ly�- � F �Y•
ae�ri o. Rey.bn ❑
.. 3'x33 � .. c:�Koo .dea. Approval
Date d Pre o
Addraa
�J•+��
Town
' �I D �tii. lA-(,. Lot Area' O•.3.a $ t. 4' • . Ftl1 Sectlon '
Nomber d Bedeooma Z ? Dealptt Fkw G P D PCSD. NotlMatloo 4 00 604 When FS V oompteted
Sopante, Se�raseiy)e Syi�em b }oomdt u[r�LGaUm;sept�c T�gk ana Z`b �v L ,At>>2f':Zc or1 - "TlLirNGI.1�c�5
To be olioa6uefad b�F' •'1a . �Yr ''triYt_Dtite!
. Watoe SaPPb': � .
t
Pa�Uc. Sa�p1y Flroat Ati�eea
}
on Adra
Otber• Hegialreeiettb = 2 I
(•iep►ssent that I am whplly antl corny tely nsponsi0l•torah•tl•siqj;and location of the proposed systems) "1 „that the separate sews • dis osil system
above dgtrit»d will.be constructed of ihown oil the approvitl amendment therm, to and in accordance with the stanuards, Yulef an r•pq ona o • u nam
County Oeplrtment
.of, H"Ith•7, and tAat on compglwn'.tlie►tof a "Cerbfi6te of Construcfion,COmpNanc• satisfactory to tha l:ommisionw of Hail'
be wbmitt•d to tha �lJ•partp�•ntr and i,'written ,quarantae'w�ll Oe„ jurmshed.tM own•i,'Iiii wcoiaors; pale of sisgn; by the bufW r;�that pW.DUildat, will
placi in `
ante of thi dappraral Of tMtlGrt�llut .art o/ satl siwage disposal system during t, a pe►,iod of two (2) Ywrsamm•dlatNy follOwilp'thedab of tee issu-
of Construction Compliance of 4hi origi al tystem or ahy ►•palls tlq►eto,,i) t t tha' rill d well described abow•
wlll' be loated'as shown on'tM app►owM PNn and tljat Y W wN1 will be,lnstalled .in c ortlana with the) sti I,' iuh ntl ► a •" 'of the Putnam
County Oepa►tm•nt o1_ MNlth " ' 'A4/
Pat•. Lv' C1i�$Fci7) Signed P E RA. -
Afddr•ss n 1�CfcC�ii i'�`rt 8 Al l ICe No s�o 7r4'
APPROVeEQ F,QR`CONSTRUCT.ION Thii oproval,expWs -two yart, from the'.date issued unless construction of,, the building hii been 'undertaken and Is
Zvoable for. cause or may b• im•nded of rn6limed,wh•n eonsiderea,netessary .by the'GOmmissioner. "of health.. Any change or ilt•ratio� of Conftruction
rapuir•t .a nsvv Oermif. Approved /or, ilof` tloms i% %or 'p'rivate water supply only.
y /
Rev. !/_ �%
1/87 Data V O it y _� Title
In
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V
DEPARTMENT OF HEALTH
Division Of Environmental Health Services
4 Geneva Road, Brewster, New York 10509
(914) 278 -6130
W. A. Duffey
3933 Beechwood Lane
Dallas, Tx 75220
January 21, 1994
JOHN. KARELL Jr., P.E., M.S.
Public Health Director
Re: Construction permit P -1 -89
Duffey, Kenwood Road and Canton Road
(T) Patterson
TM # 54 -2 -3 and 4 (Old)
25.54 -1 -41 and 42 (New
Dear Mr. Duffey:
In response to your letter concerning the renewal of the construction permit on
the above mentioned parcel I have reviewed our files and found that the
construction permit has expired (January-11, 1989).
Individual construction permits issued by this Department are valid for two
years. To renew a permit, the following information must be submitted by your
engineer. (Harry Nichols,-P. E., Laurent Engineering, 73 Fairfield Drive,
Patterson, NY 12563 #914- 278 -6108)
1. A new construction permit.
2. A new well permit.
3. A new letter of authorization (enclosed).
This Department reserves the right to request revisions and additional
information based on charges in current regulations. Therefore, revisions may be
requested by this Department.
Please contact your engineer and authorize him to submit the above required
information for the renewal of the construction permit. If you have any
questions please contact me at your convenience.
WH /]p
enc.
Very truly yours,
William Hedges
Sr. Public Health Sanitarian
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DEPARTMENT OF HEALTH
Division of Environmental.Health Services
TWO COUNTY CENTER - CARMEL, N.Y. 10512 (914) 225 -3641
APPLICATION TO CONSTRUCT A WATER WELL
PCHD
PERMIT #/'./_ 011 1/9
WELL LOCATION
Street Address
�yVOOD
To Village City Tax Grid Number
fi-KOA! I�A. (--t Bi26 eA) �j�i" " Z ' S¢4
WELL OWNER
Name Mailing Address private
II1.L uFF� 3 9�It►/1/ODD LLi9S % )( 75�.21> O Public
USE OF- WELL.
1 - primary
2 — secondary
6-6SIDENTIAL
O BUSINESS
O. INDUSTRIAL
O PUBLIC SUPPLY O AIR /COND /HEAT PUMP O ABANDONED
O FARM O TEST /OBSERVATION O OTHER (specify
0 INSTITUTIONAL O STAND -BY O
AMOUNT OF USE
YIELD SOUGHT Fj gpm /,# PFOPLE SERVED /EST. OF DAILY USAGE gal
REASON FOR
DRILLING
RNEW SUPPLY O PROVIDE ADDITIONAL SUPPLY O TEST /OBSERVATION
OREPLACE EXISTING SUPPLY ODEEPEN EXISTING WELL
DETAILED
REASON FOR
DRILLING
,-1S 7 -r"C'Ta42e
WELL TYPE
DHRILLED
ODRIVEN
ODUG
0 GRAVEL
OOTHER
IS WELL SITE SUBJECT TO FLOODING? YES c. NO
IF WELL IS LOCATED IN A REALTY SUBDIVISIQN, NAME OF SUBDIVISION:
N /0 Lot No.
WATER WELL CONTRACTOR: Name W $G D p•djMCl> Address:
IS PUBLIC WATER SUPPLY AVAILABLE TO SITE: YES NO
NAME OF PUBLIC WATER SUPPLY: . TOWN /VIL /CITY
DISTANCE TO PROPERTY FROM NEAREST WATER MAIN: 4VC7L J f A ) t-Z
LOCATION SKETCH & SOURCES OF CONTAMINATION PROVIDED
[]ON REAR OF THIS APPLICATION ON S A TE S T
tf
( ate (sipna ure)
PERMIT
TO CONSTRUCT A WATER WELL
This permit to construct one water well as set forth above is granted under the
provisions of Subpart 5 -2 of Part 5 of the New York State Sanitary Code, and
provided that within thirty (30) days of the completion of water well construction,
the applicant shall:
1. Pump the well until the water is clear.
2. Disinfect the well in accordance with the requirements of the Putnam
County Health Department attached to this permit.
3. Submit a Well Completion Report on a form provided by the Putnam County
Health Department.
Date of Issue: 19
Date of Expiration :
Permit Issuing Official
Permit is Non - Transferrable coPY: H.D. File
Yellow copy: Building Inspector
Pink Copy: Owner
2/87 Orange copy: Well Driller
111V1b.LyN Ur r-AVvA1-(Lft-v=vxJkb HhAUTH SERVICES
DESIGN DATA SP=-SUBSUM;E S&,TAGE DISPOSAL SYSTEM F= NO.
A4 J [71 i F;7FE-
Ad&ess'
Owner' _�HvV, ,
Located at (Street) - KOV W*M> .�OA D R/V 729AI )&,4
Sec. Plock Lot 3
T
(inclicate nearest cross street)
Municipality I�H-rjfg--'VAI Watershed 61e�o-rdlv
SOIL PERCOLATION= DATA Pi-EQmm TO BE SURa= WITS APPLICATIONS
Date of pre-Soaking Date of Percolation Test
HOLE
NIL' MM CL= ME TERCOLATION PERC0=01.q
Ran Elapse Depth to, Water— From Water Level-
-NO. Tires , Ground Surface. In Inches Soil Rate
Start -Stop Min. start Stop Drop In Min/in Drop
Inches Inches Inches
id: (/z - io.,42, _,-V 12
2
4
5
�2
3.
4
00 - � - J�lt - - - i
0
ZT--
DEPTH
.G.L.
1'
2'
3'
4`
5'
6'
T
9'
10'
11'
12'
TEST PIT DA-, RDQU= TO BE SUBMITTED T= _2PLICATION
DESCRIPTION OF SOILS ENCOLINi'IItID IN TEST HOLES
.HOLE NO. HOLE No. 2 HOLE NO.
TOP�atr� TD1950 ri_
_A .
13'
14'
INDICATE LEVEL -AT WHICH GROONI7MTBR ' IS . E \KXXJi`MEPM
INDICATE LEVEL, TO WHICH WATER LEVEL RISES AFTER BEING ENCOUNTERED
DEEP HOLE OBSERVATIONS MADE BY: 4;-r"Lf Cn . P�t"A&os DATE:
DESIGN
Soil Rate Used Min/1" Drop:. 70 S.D. Usable Area Provided
No. of Bedroans 2. `Septic Tank Capacity ?SO gals. Type CO/UG
.Absorption Area Provided By L.F. x 24" width trench
Other --..
Af
Name Ac1R•►T r. -N� >� N I.i��x. P C • Signature -
Address �'>j �ff1lE7� 7lz1VE SEAL
N0 6124 r /.
Aq P�
THIS SPACE FOR USE BY HEALTH DEPART ONLY:
. I
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Soil Rate Approved sq.ft/gal. Checked by Date
S 1 t,TY :5 ON D-(
.�
t
13'
14'
INDICATE LEVEL -AT WHICH GROONI7MTBR ' IS . E \KXXJi`MEPM
INDICATE LEVEL, TO WHICH WATER LEVEL RISES AFTER BEING ENCOUNTERED
DEEP HOLE OBSERVATIONS MADE BY: 4;-r"Lf Cn . P�t"A&os DATE:
DESIGN
Soil Rate Used Min/1" Drop:. 70 S.D. Usable Area Provided
No. of Bedroans 2. `Septic Tank Capacity ?SO gals. Type CO/UG
.Absorption Area Provided By L.F. x 24" width trench
Other --..
Af
Name Ac1R•►T r. -N� >� N I.i��x. P C • Signature -
Address �'>j �ff1lE7� 7lz1VE SEAL
N0 6124 r /.
Aq P�
THIS SPACE FOR USE BY HEALTH DEPART ONLY:
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Soil Rate Approved sq.ft/gal. Checked by Date
LAURENT ENGINEERING
ASSOCIATES, PC.
73 FAIRFIELD DRIVE.-
PATTERSON. NEW YORK 12563
�• 914.278.6108
RANDOLPH W. LAURENT. P.E. /.
HARRY W. NICHOLS JR.. PE. CONSULTING SITE ENGINEERS
December 27, 1988
Putnam County Department of Health
110 Old Route 6 Center
Carmel, N.Y. 10512
Att: John Karell, Jr., P.E.
Re: Camille Duffey
Kenwood Road & Canton Road
Patterson, NY
Dear John:
Enclosed are the following:
1. Four (4) prints of Drawing SS -1, "Proposed SSDS"
Revised 12- 27 -88;
2. "Construction Permit for Sewage Disposal System ",
dated 12- 27 -88; (revised)
3. "Design Data Sheet ", (revised)
4. Two (2) _copies,.of Residence Zlo- or.__P,l.an...(s.) ,.. -'ox ._ ".Bedx.00m•
Count Only ". (revised)
We would appreciate your review, approval and issuance of the
Construction Permit at your earliest convenience.
Sincerely,
LAURENT ENGINEERING ASSOCIATES, P.C.
C
Har y W. Ni hols Jr-., P.E.
/map
cc:
Ms. Camille Duffey w/ 1 copy each
enclosures:
Re:
Property of (�i9N11LI�E UG�F
Gentlemen:.
This letter is to authorize
a:duly licensed professional engineer or registered architect
(Indicate
to apply for a Construction Permit for a separate. sewage system, to
serve the above noted property in accordance with the standards, rules
or regulations as promulagated by the Commissioner of -the Putnam County
Department of Health, and to sign all necessary papers on my behalf in
connection with this matter and to supervise the construction of said
system ..or. - systems .- i.n-conformity' with the provisions - of Article 1-45- -or `
147, Education Law, the Public Health Law, and the Putnam County Sani-
tary Code.
C�
Countersigned
P.E., R.A., #
P_F:�,
• Very truly yours, -
�Y Nis`,,:
NIC
igned
gk k..F Owner of Property
�! �`.U. •Jl'S ?,. q';.f')•.yF Address
JV_
Address
L �jy izs
27f
Telephone
Town
>C) . c/o
Telephone
sue;, ¢�•-
�1
PLM M aXJNTY DEPARTMERi OF HEALTH '
DIVISION] OF ENVIRORMMkL HEALTH SERVICES
DESIGN DATA SHEET- SUBSUFACE.S517AGE DISPOSAL SYSTEM FILE NO.
Owner Address EzrttWO6FID , 211U9.5 7)!
Located at (Street) ga MOOD 9,OAD CFINTON KMD Sec. r:,7-t Block ` Lot
(indicate.nearest cross street)
Municipality �� JTtXt�-VAI Watershed �' -PAI
SOIL PERCOLAT CN TEST DATA RBWIREL TO BE SUBMITTED WITH APPLICATIONS
Date of Pre- Soaking
Date of Percolation Test
BOLE
NCF4SII2 C= TIME
PERGOLA CN
PERCOLATION
Run 'Elapse Depth to Water Frcm
Water Level
No. Time Ground
Surface
'In Inches
'Soil.Rate
Start -Stop Mina Start
Stop
Drop. In
Min /In Drop
Inches
Inches
Inches
7�2
I'L
2 1D 11T3 30
2r2
4
5
2
3 110(" [ : 27 2(o ZIf 27 �
4
5
1
C/
3-
4
5
NOTES: 1. Tests to be repeated at same depth until approximately equal soil rates
are obtained at each percolation test hole. All data to'be submitted
for review.
2. Depth measurements to be made from top of hole.
rev. 9/85
Z&T PIT DATA M0111-Mill T*.BE SUBMITTED WIM APPLICATION
DISSC=ION OF SOILS ENCOUNTERED IN TEST-HOLES
Soil Rate Used 1&-9,0 Min /1" Drop: ,70 S.D. Usable Area Provided
No. of Bedrooms 2 Septic Tank Capacity 1,46110 gals. Type LNG-
Absorption Area Provided By L.F. x 24" width trench
Other
Name j,- RUKNT- '(v(% ►�ll�llJ �t��x. P.0 g
Si nature
Address
rzif-piez-D 12
fz1ve5 SEALN,�',v';
�%TM`50AJ
nr
THIS SPACE FOR USE BY HEALTH DEPART OILY:
Soil Rate Approved sq.ft /gal. Checked by Date
1
A- PPaNIDLC H
PL'r,,V-_4 CCL',,7rZ DE2a CF MUTH - DIVISIGI OF EV4ZMC?;7'ITML EMUM SER47CES
PiIMI -MML W-ATM S'JPPL1 &. SuBSi3P.FAC✓ a!,& =-.- DISrCSU SYSTEMS
RFv=' .-S: =_ CONSZ - CCsICST . Py'•M_IT.....
(N=me of CHre_*-) (St=e=t Lcraticn) .
YES ( NO I DCCLLYT-;-L\Mz-
Gam' "I Pe -r-it Amp1 i cation
CcrL,crat- Resol�sticn
Plans - Thr� sZ� Z s/s
E.cinr--rs Auticriz -tics
Design Dat— ci ?e_L (O'CE) SuCDI�TTSiCL1
Corsiste_nt Per- REs ts (3) Fill '.
�•► I c I Ps_rc Hole Deoth cc
L- trench Dr:.V_C =C
re=_u_= a —
�-i�
ft.
n s - T:vo sets
Le S r I -- I c n
Sui:�sicn Aycroval Oieck e
SECS Ate- Lct-° 1;.:°_':11-"c-..
m
Wet-` ard (:cN;? /rEC pe=-mai = R & D)
Dail- Cn DCS Plans & Per'ti t
RECUMED D= c CN
S�.vcce S_st:aM Pia. (:or =? a_r.z )
Sevace Sys —an IiVCL �'.�� r-. tom: '. r -_= �7_ ��� _ i r
F'i 1 i _Prof_,= & D;1T: =nsiC 1S - �%Ci =:c
P'� p' _ 'de--- ills
WE EL Li _e if cve_
Crnst_ruct i cn Notes (crinder rte)
Cesicn ,cerc and deep
Twit- ^,t Contours Exist—inc & Pr,;_ccsw
Drirevav & Slcces Cat
Fcotin�Gstte_r, C s`.y. i :, Drains (.6ischa-rae CX )
CRepreZanta tive of pr_ - i and ansicn
I_ Paw Pit & D $acm & DeT -.iled
Luse - No. or
EerrxL
.ells & ECS'S W /ln 200
LL. cf P_oocsea SYSL=
PrcpertySi =t=s
& Bounds
House Suck Necassar_i (Ticht lot)
House Sever - 1 /4 " /ft. d_ "O; rT_,-te pipe
No Bends; Max. Bends 45" w/ cle =scut
SEP RE A=01 DIST L\.= SrECL7 = CN PLAN
Fields
10' to P.L., Drive:qav, Lade Trees ,Tcc of f
20' to Fcund~ticn Walls
100' to Well; 200' in D.L.O.D, 150' Pits
100' to Stream, Gate_ purse, TzKa (inc. Er
15' to Drains= =t-- -; n, Lida Y, Foctiac
35'tc mtc:Z L G�1n, 5l Cl:I�+LG.1 n,.l�1�e� wate_rccu
10' to 'Ka ter Line (pi -s -20' )
50' int�*-ni tt = ^.L arei r =ce cc: 'se
Sectic Trm ks
10' f_cn Foundsticn; 50' to well
15' p-1-1 to ?r, 9
JOB No.
SHEET No I OF
COMPUTED BY M DATE
CHECKED BY HWAI DATE 20-1 y
SCALE
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LAURENT ENGINEERING
ASSOCIATES, P.C.
lb 06 VOW,
.73 FAIRFIELD DRIVE
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PATTERSON. NEW YORK 12563
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914.278.6108
CONSULTING SITE ENGINEERS
JOB No.
SHEET No I OF
COMPUTED BY M DATE
CHECKED BY HWAI DATE 20-1 y
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FIGURE 17
33
SUMP PUMPS - SECTION 100
COLUMN & SUBMERSIBLE
. HYDROMATIC
BULLETIN.111.6A .._..._ ....._ . _. _.� - -•-•- -...... -. - ..
PUMPS
_.. A Marley Pump Company
Effective Date August 1, 1982 Post o18ca Box 327.419289.3
Claremont& Beney Roads, Ashland, Ohb 44805
SUBJECT TO CHANGE WITHOUT NOTICE
Supersedes Page Daled January 1, 1981
3. SWITCH SETTINGS - AUTOMATIC SUBMERSIBLES
Standard switch settings are as shown in table below. (Ail settirgs have a ±.5" tolerance.)
Switch, settings, up to thelnaximum as shown in the table are available at a slight additional price.
–
Model
Turn On Level Measured
From Bottom of Pump
Turn -Oft Level Measured
From Bottom of Pump__
Maximum Setting
Measured Bottom
SV25A
r 7-j/8 Inches -
2 -7/16 Inches
—
SM20A
9 -1 /8lnches
= 4- 3 18.1nches
—'
SP25A
10 -5/8 Inches
4 -118 Inches
40 Inches
SP33A
9.7/8 Inches
3 -3/8 Inches
401riches -
OSP33A
9-7/8 Inches
3-3/8 Inches
401nches
SV33A
7 -1/8 Inches
2 -7116 Inches
—
ORDERING INFORMATION
1. Order pump by model number where applicable.
2. All listed models are 60 -cycle. Insure that the proper phase and voltage are ordered.
3. All 3 phase pumps. require starters - Select and order,. by ordering riumber, the proper starter -or' panel. '
This applies to both automatic and manual models.
4. Optional equipment, -such as high water alarms, 3900 controls, etc., can be selected and priced from sec-
tion 700 — under accessories.
r
�f
HYDRO.MATIC
P U MPS. _.... _._...
A Marley Pump Company
rir
Post Ott cc Box 327.4191289- 042
Claremont d Baney Roads. Ashland. Ohio 44805
SUBJECT TO,CHANGE WITHOUT NOTICE
6;�
SECTION'1 -00 SUMP PUMPS
..'COLUMN.-& SUBMERSIBLE
BULLETIN 1f1.5A
PUMP ENGINEERING DATA
ive Date August 1, 1982
Supersedes Page Dated January 1, 1981
1. EXPLANATION OF MODEL NUMBERS. ,
Series — ECP.& CP — Column Pump
SM — Submersible Pump
SP Submersible Pump -
SV — Submersible Pump
OSP — Submersible Pump _
HP— 25 —' /4HP -
33— .5'3'HP
20— 'i ;'HP (SM20 is exception to standard) ;
Control — A - Automatic - (Switch attached to pump)
M — Manual (No Switch)
Construction — m (Nothing) — Cast Iron -
B — Bronze
Electrical — 1 = 16 115V
2 — 16, 230V
3 —,36,230 V
4 — 36, 460V
5.— 36.575V
6 -= 36.'200V
. 7 16, 200V
Example — OSP33AB3 — Pumn is an OSP Series.subrnersible 1/3 lip
automatic operation, bronze'constructiori, 3m,:230V
2. POWER CORD /ELECTRICAL DATA — SUBMERSIBLES
All models are furnished with 10 ft. cords
-as standard. Option is available in 20 ft. length. Special cord lengths
available on request:
� -- •• -- -• - - - - -.. _. .._ ! _ ............._...--- ..._...1
.._..... -Full Load..._. - - -- - .._.._._...._— ..i...
m Cable bte
Length_._
Model ,! Phase &Voltage
� 'Amps
Wire Size
Manual
SM20A I/11,5V
9.0
18-3
loft.
NIA
SP25A or M 1il15V
5.5
I 18.3
30 It.
3011.
I SV25A or M ; I /1 15x.
10.0 .
I�
I 18 .3
2011.
20 ft.
I .SV33A or M 1/115V
8.0
j 18.3
2011.
20 ft.
OSP33A or M f 1/115V
6.0 1
16.3
40 ft.
40 ft.
OSP33A or M 1/200330V
3.0 j
16.3
50 ft.
50 fl.
OSP33A or M i 3/200 -230V
1.5 1
16.3
[
50 ft. I
50 ft.
OSP33A or M , 3/460V
;
7r � ; 16 3
I
50 It.
50 ft.
VOTE: AutOfnak rnodels with diaphragm switches have vented power cables and are built in 10 ft. and 20 ft.
lengths. Power
cords are furnished with molded
plug. Also available in longer longths but without molde.d plug.
F
�m
HYDROMATIC
PUMPS ® SECTION 210, RESIDENTIAL'SEW,AGE .
A Marley Punip,Company EFFLUENT AND DRAINAGE '
BULLETIN 211.9A PUMPS AND SYSTEM . _.... .
P st O"•ce Bcr 32;. 419289.3042
..._ ..._ _. _..11111'vrni.hl 3- B.06I Aiiils, 4RU'id. Ohio 44SM
SUBJECT TO CHANGE WITHOUT NOTICE Effective Date: January, 1, 1982
PUMP ENGINEERING DATA
PUMP AND �YSTEM EXPLANATION -
Supersedes Page Dated January 1, 1981
1. EXPLANATION OF'MODEL NUMBERS
Series — SP — Submersible Pump
SPH — Subrersible Pump, High Head
SK — Submersible Pump
SKH .— Submersible Pump. High Heat '
SV — Submersible Pump _
SKD -- Submersible Pump. Double Seal
HP— 40 — 4 /10, 'HP ,
50 l2 HP -
s
60 — X10 HP
75 — 3/4 HP
100 — 1 HP
150 — 1 1/2 HP '
Exceptions: SM20A -1 is 1/3 HP
SK50M -1 is 4110 HP
Control — A — Automatic (Switch attached to pump)
M — Manual (No'Switch)
Construction— 6 (Nothing) - Cast Iron
B Bronze.
- Electrical — 1 -- 10, 115V. - -
2 — 16, 2300 _
3 - 36. 230V - ...... .........�........ _ __ ........._._ .
_ . _ .....__ .._ .. ._.. 4 -- 36; 46QV ... _
5 — 36, 575V
6 — 36, 200V '
7 -- 16, 200V
- Example — SP50M4 -- SP Series Sllbnwtsible Pump, 11: HP, t4anual Operation, . --
- (;ass lf()fl Ci.lrl::lf(Ii:tiU!l, ;tt/1 4GOV t "
| n^mooLp* PE.
| �*�nvw,w/cxoLm��PE.
o
� LAUREN LAURENT ENGINEERING
ASSOCIATES, PC.
73 FAIRFIELD DRIVE
PA|+E*�ON-1NEVV YORK 12563
814^2786108
CONSULTING SITE ENGINEERS
October 18, 19es
Putnam County Department of Health
110 Old Route 6 Center
Carmel, NY 10512
'
Att: Johm KarelI. Jr., P.E.
RE: 'miIIe Duffey *
Kenwood Road & Canton Rd.
Patterson, N.Y.
Dear Jbhm:
Enclosed are the following:
1. Four (4) prints of Drawing S5731 "Proposed SS0S-
^- Lot #31", dated 10-18-98;
2 "Construction Permit for Sewage Disposal System",
dated 10-18-88;
3. "Application to Construct a Water Well". dated
10-18-B8;
' -A-; "Design Data Sheet"
5. "Letter of Authorizaticmr" .5-20-B8;
^~lb'o' Two (2) copies of Residence Floor Plan(s). for "Bedroom
Count Only";
7. A money order in the amount of $100.00 for filing fee.
S. Pump performance curve & specifiCations;
Dosing Caiculatjons.
We �ould appreciate your review, approval and issuance oi the
truction Permit at your earliest convenience.'
Sincerely,
LAURENT ENGINEERING ASSOCIATES, P.C.
Harry W. N chols, Jr., P. E.
HWW/mt
Encl-.
cc: Ms. Cam-ille Duffy, w 1/copy each
i
L-
to i it -
I� -Io
PUTNAM COUNTY DEPARTMENT+ HEALTH
HOUSE PLANS APPROVED FOR
BEDROOM COUNT 01..TL Y;
E� -FOOMS 61
Signatur e & T -itle
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