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BOX 34
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PUTNAM COUNTY DEPARTMENT OF HEALTH
1
?. Division of Environmental Health Services, Carmel, N. Y. 10512
CONSTRUCTION PERMIT FOR SEWAGE DISPOSAL SYSTEM (T) Putnam Valley '
Town or Village
Located at pdndyiew "' Lot # 5 1n8tjhdiviSi-on *Tax Maps Block 01..
Subdivision Lot Job
Owner Aphrodite Construction Co., Inc • _ Address • JORA b Marinelli; Pres.
Building Type 1 family residenE@ot Area 22,924 a. f. 3494 Overlook Avenue Yorktown, NY
Number of Bedrooms �— Design Flow –8 Min. Total Habitable Space over 1 , SOD Sq'ar6 Feet
Separate Sewerage System to consist of • Gal. Septic Tank and 2_57. I _f. of t ftv wide trench
To be constructed by owner a- genera, contractor Address game as above
Water Supply: X Public Supply From 1'IPan s5 Water f:A®pj3iny, —TnC •
Private Supply to be drilled by
Address RFD 13. Mill Street: Putnam Valley., NeW York 1 0574
Other Requirements re3 r r r_ 1 eft itifI nul IV I t,.l nt7_ l nL.egrAT_AC1 n 1 r_ Lag PIOUS anrf SpeC fi nati o „S
for;,the lot 8c rules and & the
regulations of the �ointy State
I represent that I'am wholly and completely responsible for the design and cation of the proposed system s); ) th t the separate sewage isposal system
above described will be constructed as shown on the approved amendment there to and in accordance with the standards, rules and regulations of the Putnam
County Department of Health, and that on completion thereof a "Certificate of Construction Compliance” satisfactory to the Commissioner of Healthwill
be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder will
place in good operating condition any part of said sewage disposal system during the period of two (2) years immediately following thedate of the issu-
ance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto; 2) that the drilled well described above if
Mom located as shown on the approved plan and that said well will be installed 'pccor ance v0 the standars, rules �gQ�regulaions of the Putnam
County Department of Health.- /f/ �j,�� ��
Date l.e ceynhAr 5- 1977 ! Signed Arthur • e ' // P.E. R.A.
Address License No. 043952
APPROVED FOR CONSTRUCTION: This approval expires one year from the date issued unless construction of the building has been undertaken and is
revocable for cause or may be amended or modified when considered necessary by the Commis s' lyr of Health. Any change or alteration of construction
requires a new permit. Approved for disposal of domestic sanitar ,and /or ' ate at spply only
'Dat e ^ By `,tr'`V "✓` Title.
IIjTNAM COUNTY DrIFTARTMENT OF' HEALTH
DIVISION OF' F'NVI RON'ITF NT L I[EALTII SERVICES
Date_ December 5, 1 -977
.Re: Property of Az >IjLQd -jtP Construction ComnanY, Inc.
Lot # 5 - Access off PONDVIEN'
Located at Section 1 - Mill Ponds Subdivision
- - -_ (f i jed Map � 162 8 )
* Section Tax Ma.n 120 Block 01 _^ Lots - pro & 13-2-1
Ger�tl c_ mere : * (This subdivision currently being revised into new lot numbers per
the County Tax Map Department, and numbers will be updated)
This letter is to authorize Arthur P. McLaughlin
a duly licensed professional en, ?:irjeer _ _X—
(Indic;•ate)
to apply for a Construction Permit- for a ;uparate setiage system; to
serve the above rioted property in accordance with the standards, rules
or regi!lations as promula -aced by the Commissioner of the Putnam County
Department
of Ifeatth,
and to
sign
all necessary
papers on my
behalf in
1 �iLLt'l'
011kt [o
;upel-VjSt' LIIP
ronstr•ucL.iort
oi. sai6
System or systems in conformity with the provis -ions of Article 145 or
1117, Education Law, the Public Health Law, and the Pu.t-nam County s Sani-
t- :(Lot .t.o be on 'a Community t -ter .Sytem).-
:.. ary�...,C��.de , .. _ ... .. . - a_..... ....... -.
Very truly yours,
* For Aphrodite Construction Company, Inc.
Signed Q � r` _
grier of Pro er
Countersigned: ..• 11.. r 0S1'9
t- Address
P.E.,
Address MC LiUCHL114
pROPES13IONAL ENGINEER
MUTCYWN ROAD, R . D - 5
Y. 10509
(91G) ? ?a -F9Rn
Telephone
a4s -s8'{
Telephone
(* See "Affidavit - Corporate Owner
Application ", on file with the Putnam
County Department of Health ")
.a;...,
V�V'V v V1
j ARTHUR P. Mc L AUGHLIN
I I '
PROFESSIONAL. ENGINEER - LAND SURVEYOR
jMILLTOW14 ROAD. RD NO.5
BREWSTER. NEW YORK 10508
,SPECIFICATIONS FOR: (914) 279 -6986 Date: I�ecemk�er 5� 1, 77
Ii SANITARY DISPOSAL SYSTEM PREPARED .FOR :g�bir.Od1 ®��OnBtrtr _ti pn C.nTnn
,For Parcel? Lot # 5 of Mill Ponds Subdivision,, fronting on PONDVIE�Va
MIA
i!As. Described On plall ga f le F
,
TM 120 BL 01 p o Lots 13-1t 13.2.1
ff (1') (C) . Putnam (S) New York
I! '
a. System to . consist . of a gallon (min.). septic tank,, with
gallons recommen ®,, and lineal feet of 200 foot.
renc w a maximum pitch of 1 /16"�oto The. prof ile of.. the
;
system to be in accordant ®:with the Health Gode9 ao'd the.ilnverts scaled,
delineated.hereinafter on the plan.
be Included herewith,, and .made a part of this specification'. .is a 10�
scale plan concurrently daitedo Each part,, io ®a,, plan and specifi6=a on
equally govern the work to be .performe.da
Ica System to be installed in accordance. with the rules and reguLati:one.
of -the . Putnam County Department of Healthy D'ivis :oai: of Environmental.`
Health' Services,, and the, New York. State Department. of Healthn Division
of Sanitary Engineering.'
do System shall not be backfilled until inspected by the Design
Engineer and the Health I}epartmi ent Final grading to. be. completed
jbefore ._the issuance. of a ,Construction 'Complisine-e Cert2ficate110
e. See Putnam County Department of -Health MEMORAl tjM0 as dated 6/1 /7.69
concerning "New Rules and - R6gulations Pertaining to the Design and
Installation of Individual Household Sewage Systems' ".
ty-pica =-detsiIs,, reference .the WASTE TR iTY `i' HAND
EDIVIDUAL .HOUSEHOLD, SYSTEM'S,, as publisiieii by the 'dew York State
epartment .of. Health,, Division..of . Sanitaary' Enginies 1 - Second Pir atiaag
f July 1977 or later revision therefor. Attention .:is. part icula`rly
nvited to the iolloving `aipplicable figures �rhioh ire included herein-
, as details (reduced. size co.pi.es' f'roi. th 'first printing of the
ublica±tion)
e. F re Title
Absorption Pi 3 1 eld Separation.. Reqir ®
e elute:
.8 4 House Plumbing,, Drain arid.-Sever Co Anection to 'Septic* Tank
12 .6 Typical .Concrete Septic Tank '
15 8 . Distribution Box Detail
16 9 Serial.'Distribution..Detai
17 10 Drop larlhoae DetaLt
19 11 Absorption Trendh Detail
ee latest printing of the publications' .for revisions on some detaile:o
. o.For general. specifications on sewage d.ispv�ai'1 sy�stet�ev refereT�c0 the
'RULES . AND REQULATIONS FOR T . DESIG;]j' _ D CORT, G'i'g 0 OF Si All SL A( ;'
ISPOSAL- SYSTEMS AND: RECD DATIONS FOR T$EYR `,PER MAINTZNANC E1° .
ubfished by tai® Put, Comet y I) . -or , t6eiR of H ®�►1tli ` Diviisi.on of r
nvironmental Healtb 'S4rviCos9 and' the, a►f ®rs santi� d I ndbook Qf the
tat- Health Departs ®nt o Also: see $atd pu1?i1iQr aprapr. ate .
s ®sera F'i nr rd 9'o Q fl'ani+oo ''4Pcatai ava'�+r menus'aw cantas.n;�,zmri4 ii r.3 ,a'.. S
w _ _. ^__.a.. , .,�.... r - +�srnns• +n-t m1 �.. e.... s .._ .TflE9 ®L' G - O I °.
h.. ;Catalog cuts '.; shpp: c�ra_ -ii , and /or other deecriptive li.terat.ure',, o
eamples'.ae appl cable,. are 't o be submitted for approval before instal
ation of 's, 'eitem ;fors '.cast:, iron and. joints, septic :tank, tight pipe,
1 i0 verf Lom+ boz and /or distribution box, perforated pipe, crushed stone,
1) washed gravel, etc. Also if a curtain drain is to� be..ix�s.talled,
its coP pania�it� . �Ir. s, :° .eo, PiP®,' stone, etc' ere toy:have appropriate
information.suppli ®d for approval.
it i. There .are -..no wells less than 200 feet away at .a lower elevation in '
11 the direct Tine of drslnage, nor within 100 feet.at a higher elevation,;
from'the pnopose'd..sanitary disposal system location.
j. Should unant.icipted ledge rock, and /or a non - conforming ground
Bywater table occu�r.duriag construction, use fill, and /or a curtain.
drain, to maintain state standards.
(k. Note that.the.area reserved for the sewage.disposal system can.
�accommodate' the the °fields and over 50% expansion to the system still
ymaintaining the required setbacks and.separations. All minimums (as
ii can be scaled . from the plan.) are just that; in any :case more, separatio. y
is encouraged;
1. Roof and footing drains are not, to be discharged in the vicinity 'of ,
,'the sewage disposal system, and-are to be discharged to grade. If a
!curtain drain•is shown on the.plan, said drains can be routed into the
!curtain drain, hoeever maintaining the required offsets from the
jsewage system.
�m. House is to be positioned high enough•such that waste can flow by
�i
gravity From.the lowest house receptacle to the septic,tsnk, and thence
nto the box(es) and laterals, in accordance with the grades in the Code,
yjand in conformance with the invert elevations shown or scaled from the
j� plan and .profile.
!;n. Well is to be drilled in accordance with the applicable rules of thei
1,� Town and County. Bacteria test, pumping' data, log, etc are to be
;.furnished to the engineer for submission to the Health Department.
jlo. Driveway access to the dwelling is not to encroach upon, or inter-
fere „.with the, area •re_served .for. the sy'stema. _The -.Efew age d`isposalJ area
is to iie -thoroughly cleared and grubbed to remove all tree roots and. j
Jarge boulders as might interfere with the installation of the systeme j
l'However, no topsoil is to be unnecessarily removed (stripped), not is
jthe area to receive' any more regrading than is necessary.
1,p. Guarantees required by the Health Department are to be signed,
1three copies each, by (1) the general contractor, and (2) the septic
Isystem installer. It is. the .responsibility of the general contractor 1
Ito secure the necessary paperwork from the septic intaller, well drillek
(water lab, etc, and see that same is furnished to the engineer for I
transmittal to the Health Department with his required 'gas- built” I
;informations. Note that the owner can, and sometimes does, act as
general contractor in his own behalf. i
1q. The flow scheme is as follows: All flows, including laundary wastes,i
fare to pass through the septic tank where the solids settle out. From
ythere, the settled sewage, flow passes into the first box, where it is
idistributed into laterals, and any overflow permitted to flow into
;subsequent laterals, etc. Provision for expansion (future) in the it
!form of additional laterals, is as shown on the plan.
!r. For any aparation distances that are not known, or canet be scaled
from the plan, consult the design engineer or the Health Department.
is.-Diligence is to be taken in setting all components of the system to j!
see that flows are balanced, inverts appropriate, etc. Use hydraulic 11
9
Attention is. to be paid.! - 1 ng-,
ji
Ce
6 f then rem&
{ tents f in the bOA
.r- 7 �, t 0 plug
''*
tank Ve
od in. before the, iioii
iron, o be,&:`�p`_ d- pr Mg the joints. of the �Ik* and ld,-...Cb
j� and it hou7d is. i Anec in
.t r.�Tag --p j* to.*..ma�n a n
h;�- --o-V t i watert�.&ht_ integrity,,-espobl.-
view t to ouni da' t 10 n (f ooting) curtain drain, i applicable. ''T to
ho:':footings of all boxes Are b 16w the: frost"
.'a I:1 laterals are to be plugged..":'..'
1 V. All 6fttidn'blita of the septic system are :to located..
(staked) to . Preclude occupying space uses.. and .-to...
maintain._-roqVired offset distances from ,,f ou n 6tioinj property lin es,
space betweeii.laterals, etc.
U. In the event . that the house, well, or,:., septic ..,system. is moved. signif=
icantly ' the Health Department reserves :th6., right ,to_ require, a new
i
san tary; dis p-o"l, design, together with 'near test. Anformationb,'-bol
submitte.d. Before any change is c Onto mpl�_',,t ed 0 'check: with engipeer and
or health department. Should the number Of -bodrooms . be decreased to
less than three. (5), there wi.11 be no' further downsi#ng of the system_
t!permitted.
liv. Topographic informations, deep and percolat:.,,o . A hole locations, etc
,� pe by thoodolite/ta */stadia methods. Consult.engin6er.-for benchmark
i
jinformationso.
iw. The maximum length of any lateral is 60 I.f...unless otherD fise,.approv
x. No variances of the Health Code are,reqpestod,or -requiredo Location
I 11 of the septic tank can be altered to take advantage of the best plumb-
Hing connection to the dwelling; however, the proper offset distances
11 are to be maintained.
I y. House plans for three (3) bedroom dwellingo under design # 17840 by
Home Planners, Inc* 16310 Grand River Avenue, Detroit, Michigan 482270
(� Z. water system, "vice individual well noted hereinbeforg is to be from
Community Water System of the Mill Ponds Water 'Company.
�,77
Prepared by
Arthur P. cLa hl n. .Eo, L. S.
New York State License No. 043952
It Ic-
,
't"
5u t2ftv:rs' on, SeFtion I
7
:'k) "N
I "Oulc
SEPT
SIRfEr
AUS.>RFTI()N. I lf,L 1) 51:1PA RA F1(1.1: TS . ( I )
cr
Sheet 4 of 5
From septic tank A
r
h'
e
vel trenck battorn Wvef
.06tnbutw latu at, al lad tevel trenches
Invert atleaV 4" loww than A
Berm or daul .avert Of septic tank Oudell
upgrade to divert Eli
mirl'ace rater Tee
Tight joints
Tee
-—
41 minimum 12-
SERIAL DISTRIBUTION MAIL (9)
T-
pod
L22'. -.!L.
Secbon on
J_ '.,w . ✓.. ...
lUllil
4
Iv
El—
2* .M.—
--7
b. To, .41
W"
pod
L22'. -.!L.
Secbon on
J_ '.,w . ✓.. ...
lUllil
4
Iv
El—
2* .M.—
OROq, MANIICAJ. DETAIL. (1 0)
Lot 5
m Mill
Ponds
SPECIFICATIONS,FOR: Subdivision,
Section 1
5
5
Sheet of
.
fOE w,iON �^ GROUND SUAlaCE
- ..
" / NaNMOIE GOVEH
5M Pl,t SE AI
�i� I IMV; Ri JI DVrIE
L[i
` -.I
-
_ 7
1 {
ia.VrlaR/ rE. Irl!'�1r.;4I
i IrI
1111
-
..
J(
� t rMIEwD Of S4Jri +HV TIC -
-r
? I- uou,n ocvrr.
w,N,rur.
I I
W.
alt, trtrf. •.NES4IOR
vOURfO •NPl <CE
774—
- SECTION VIIOA
sew( I
1 f •, r
I
PLAN. VICK`
' t
- TYPICAL CLJNCRLIE SEPTIC TANK
- OUTLET
PUTLLTS
—7
nn,
INLET
t
—o- LNLET
..
'
_OUTL'ETS
o-fwr
ape s.iru* n ..x. Wi mK�•.n ro
mrwRm..w,.,r.
PLAN VIEK
NOTES
.
RaLn
Y'
_ I Pl; i plan to nc;.r,l(•d -11,
RG
:1
Jiphaka mnrnnl or rronJ!rrr
O
%IIN REMOVABLE / .. d'
Ir r doVP nk 1'g" , r !P uC
Vk.ra
r—av
.
tr�rK r.
COVER
u„ dru'iG.n of Lru•Jl
n.''...' '
.' .•
«, a.'e.
� '�jw�.w+w aN auan
BPFF. E
1' ml
J
• OUTLET
-'O'-
P
T
�L" TO 5'
L__•:;
HOUSEPLUMEIINCDRRI�I ,,AAFpbEWER CONNECTION TOSEP TIC 'TANK ,
CLEAN SAND
.•.1'�; -r'
i T.. MIN PEAGRAVEL' -
,j`.. "'
1 .
CROSS SECTIONAL VIEW
DISTRIBU110,N BO.V DETAIL �8�
r
PUTNAM COUNTY DEPARTMENT OF HEALTH
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
COUNTi'- OFFICE BUILDING- �CARIIEL•-, N' = 1r : X10512
DESIGN DATA SHEET- SEPARATE SEWAGE DISPOSAL SYSTEM FILE NO.
Aphrodite Construction Company, Inc. 3494 Overlook Avenue,
Owner /p Mr. .Tnar?r►h Mari pal1iAddress YorktownTN�'t'� Y-0-k 1C;0,
Tax Ma s es ntGly bein udated for 3ubdvs.
Located at ( Street 4dicate �rTSec .�'Bl occ t Z /n 1 3. 1 & 1 2. 1
neares cross street)
MILL PONDS SUBDIVISION - Section 1 - Filed Map 1628
Municipality. (T) Putnam Valley Watershed Overland to poond, eventually inti
SOIL PERCOLATION TEST DATA REQUIRED TO BE SUBMITTED WWITH APPLICATIONS
Hole
Number CLOCK TIME PERCOLATION PERCOLATION
apse Depth to Water a er ve
No. Time From Ground Surface in Inches Soil Rate
Start -Stop Min. Start Stop Drop in Min. /in drop
Inches Inches Inches
1 See Aercolation test results. and _deer hole loss
Health Department (ATTN: Mr. David Benson, P.E.) in conjunction with
2 page
3 Subdivision, Section 1.
From said form, on sheet 2 of 2, entitled "Schedule of Sewage
4 Disposal Systems ". in the matter of T.nt
._ _
`-yam ' i : i • i 's ! ' . / • bedroom 0
Note 1:
use of
a pumped,disposal system ".
5
1
2
3
4
5
Notes: 1) Tuts to be repeated at same depth until apppproximatelyy 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.
DEPTH
G.L.
6"
TEST PIT DATA REQUIRED TO BE SUBMITTED WITH APPLICATION
DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES
HOLE NO. HOLE NO. HOLE NO.
See other side for applicable notation.
1211 _
18"
24"
3011
36.1
4211
4811
5411
6011
66"
72"
78"
8411
INDICATE LEVEL AT WHICH GROUND WATER IS ENCOUNTERED = 'Isnot encountered.
INDICATE LEVEL TO WHICH WATER LEVEL RISES AFTER BEING ENCOUNTERED,filed with Ha Do
TESTS MADE BY Deep Holes by General Contractnr Date n).s'.emher 5_7
ates
o 1 :Rat.e:'`J4ea —!5 Min/1 "Drop: 3,000 s.e .D Us .ble:"Are
900 min. �� of NEw & M Approved
No. of Bedrooms Three Septic Tank Capacity e _
Absorption Area Provided By z57 L.F. x24" x - y eRai �e .
H
ARTHUR Address PR13FESSIONAL ENGINEER
BR
Jqiy. !0509
THIS SPACE FOR USE BY HEALTH DEPARTMENT ONLY:
r
SEAL
Soil Rate Approved Sq. Ft /Gal. Checked by
Date