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631- 589 -8100
25.40 -1 -46
BOX 10
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00935
SHERLITA AMLER, MD, MS, FAAP
Commissioner of Health
LORETTA MOLINARI, RN, MSN
Associate Commissioner of Health
Collette and Mike Ostoni
39 Lawrence Drive
Patterson, NY 12563
Dear Mr. Ostoni:
DEPARTMENT OF HEALTH
Geneva Road, Brewster, New York 10509
Re:
September 7, 2007
ROBERT J. BONDI
County Executive
`ROBERT MORRIS, PE
Director of Environmental Health
Septic Repair Permit (R- 150 -07)
For Ostoni at
39 Lawrence Drive
(T) Patterson, T.M. # 25.40 -1 -46
This Department, in conjunction with the NYCDEP, has received and reviewed the submitted
repair permit, engineer's report and plans for the above referenced project. The repair permit is
hereby approved with the following conditions.
1. The owner must maintain an effective septic pump -out schedule until the subject repair is
completed.
2_ The septic system. repair shall be fully constructed and completed in compliance with the _
approved permit and engineering plans.
3. The Health Department shall be notified when constructions starts on the system and also
notified prior to backfill of the system.
Should you have any questions concerning this matter, please feel free to contact this office.
Respectfully.
Michael J.
Director of
MJB:ens
cc: Robert Hagopian, PE
Environmental Health (845) 278 -6130 Fax (845) 278 -7921
Water Supply Section (845) 225 -5186 Fax (845) 225 -5418
Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678
Nursing Home Care Fax (845) 278 -6085
Early Intervention /Preschool (845) 278 -6014 Fax (845) 278 -6648
y
SHERLITA AMLER, MD, MS, FAAP
Commissioner of Health
LORETTA MOLINARI, RN, MSN
Associate Commissioner of Health
Robert Hagopian, PE
682 East Chester Street
Kingston, NY 12401
Dear Mr. Hagopian:
DEPARTMENT OF HEALTH
1 Geneva Road, Brewster, New York 10509
ROBERT J..BONDI
County Executive
ROBERT MORRIS, PE
Director of Environmental Health
August 21, 2007
Re:. Proposed SSTS Repair for
Ostuni- 39 Lawrence Drive
(T) Patterson, TM # 25.40 -1 -46
This Department has received and reviewed the submitted application and plans for the above
referenced project and the following comments are offered for your consideration.
Please submit a soil data sheet with the percolation and deep hole information.
.12. Identify the existing wells on the plan.
3. Provide the road name on the septic plan.
This Department requires a minimum vertical separation distance of five (5) feet to ledge
rock/impermeable layer and four (4) feet to groundwater from the bottom of an
absorption trench. If the trenches are proposed as five (5) feet in depth and the deep test
- -- -h le -.vas only eig� t a� o pl . co a• .ray- - _._. -.... --
.. lip (v� eetd.,<,Y, eu�e'r� vise "'the -de: i'-uc:Vrun"
Upon completion of the above, this Department will continue its review. Kindly advise us if
there are any questions.
MJB:ens
Respectfully,
Michael J.
Director of
Environmental Health (845) 278 -6130 Fax (845) 278 -7921
Water Supply Section (845) 225 -5186 Fax'(845) 225 -5418
Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678
Nursing Home Care Fax (845) 278 -6085
Early Intervention /Preschool (845) 278 -6014 Fax (845) 278 =6648
I-IAGoPxANENGUqMERIWG
GS2 EAST OEII ESTER ST.
KINGSTON, NEW YOBS 12401
(S45) 331-5279, E-MAM RGIEIPIE@AOIL.COM
July 30, 2007
Mr. Michael Budzynski, SPBE
Putnam County Health Department
I Genevia Road
Brewester, New York 10509
Re: Proposed Sewage Disposal System for Ostuni
Town of Patterson
Dear Mr. Mike:
As discussed, enclosed please find plans for the design of the
sewage disposal system for the above project. Please note that a copy of the
design requirements page of the document "Manual of Septic Tank Practice"
which outlines the deep wide trench system is provided for your use. This
outlines for a 36 inch wide trench that has 42 inches of stone below the pipe,
only 45 percent of the standard trench is required.
If you have any questions or concerns, please contact me.
Sincerely,
Robert G. Hagopian, P.E.
Sheet 1 014 -
PUTNAM COUNTY DEPARTMENT OF HEALTH
- DIVISION OF ENVIRONMENTAL HEATLH SERVICES
FIELD ACTIVITY REPORT
NAM-E.- D��'UY1�� TPI: Al
AT)T)RF. .R4e 32 TevZ-4- —Drs B - *eascovi 'A) �
Street Town State . Zip
PERSON IN CHARGE
()R_IDITFR VTFWF T). ]ZO �' J �c�.r➢ P"(5,
Name and Title
TYPE OF FACILITY:
FINDINGS:
:*® 4&
Signature and Title
REPORT RF(`FTVF.n BY:
I acknowledge receipt of this report: SIGNATURE:
02/96 Title:
PUTNAM COUNTY HEALTH DEPARTMENT
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
PROPOSAL FOR SEWAGE DISPOSAL SYSTEM REPA
N Internal Use Oniv .
❑ ❑
SITE LOCATION
OWNER'S NAME
MAILING ADDRESS
Repair Permit issued in last 5 years
Repair within Boyd's Comers, W. Branch or Croton Falls Res.
Repair within 200 ft. of a watercourse or DEC - mapped wetland
3a L&W f-en ck-'— Dc. Z:Vv— ct
S
APPLICANT OW f12�
Name & Relationship (i.e., owner, tenant, contractor)
LJ Not in Watershed
❑ Delegated
❑ Joint Review
TM .# � 101 000000
PHONE # IR14
i 1 a �,& 3
DATE to I (� (� ') FACILITY TYPE \ e�,tl�e /t'iGe PCHD COMPLAINT #
PROPOSED INSTALLER � �' ���j.(� -% W C.eUN- V PHONE#
piv'�Sip
ADDRESS REGISTRATION /LICENSE # �. L0tP
Proposal (include a separate sketch locating the house, property lines, all adjacent wells within 200
feet of repair and the location of existing and proposed trenches)
NOTE: Repair must be in same location and of same type as original sewage disposal system.
Different location and proposed pump systems will require submittal of proposal from licensed professional
engineer or registered architect.
ey of G �8,c w qufao) es J-
1, as owner, or reported agent of owner agree to the conditions stated on this form
SIGNATURE QQ (cD , ,�,�� , TITLE DATE
Proposal approved with the following conditions:
1. Procurement of any Town Permit, if applicable.
2. Submission 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, etc.)
e. Installers' name and phone number
3. System repair to be performed in accordance with the
above proposal and conditions.
roposal ApproveA Proposal Denied
I G�: ,� Q, S�10
S
Date
COPIES: White (PCHD); Yellow (PtVBI); Pink (Installer), Orange (Applicant)
PC -RP 99ML
Rev. 8/05
U.S. DEPARTMENT OF HEALTH, EDUCATION, AND WELFARE
Public Health Service
l Health Services and Mental Health Administration
9
s
i4F
1
,r
AI
9
s
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1
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7. All other construction features of the disposal field are. the same
as recommended on pages 10 to 14.
} Deep Absorption Trenches and Seepage Beds
In cases where the depth of filter material below the tile exceeds the
standard six inch depth, credit may be given for the added absorption
area provided in deeper trenches with a resultant decrease in length of
trench. Such credit shall be given in accordance "with Table 3 which
gives,;.ihe percentage of length of standard absorption trench (as com-
puted ;from Table 1), based on six inch increments of increase in depth
of filter material.
I_ Table 3.— Percentage of length of standard 'bench'
Depth of
Trench
Trench
Trench
Trench
Trench
Trench
Gravel Below
width
width
width
width
width
width
Pipe in Inches
12"
18"
24"
36°
48"
60"
12 .......................
75
78
80
83
86
87
18 .......................
60
64
66
71
75
78
.24 .......................
50
54
57
62
66
70
30; ..................
43
47
50
55
.60
64
36 .......................
37
41
44
50
54
58
42...' ....................
33
37
40-1
45
.50
54
4M A r�
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1 The standard absorption trench is one in which. the filter material extends two
inches above and six inches below the pipe.
„'.
'For trenches or beds having' -width not shown in Table 3, the percent of length
P
of standard absorption trench may be .computed as follows:
Percent of length standard trench o w + 2 X 100
�++1 +2d
Where w - width of trench in feet
-- - _
d = depth of gravel below pipe . in feet
'
To use this table, consider the. example on page 12. Using a trench 2 feet wide
with 6" of gravel under tile, 285 feet are required. If the depth of gravel is
'
increased to 18", keeping trench width at 2'feet, only 66 %. of 285 feet is required,
or 188 feet. If. 4 laterals are used the length would be 188 divided' by 4 = 47 feet.
g Y
.
yi
The space between lines for serial distribution on .sloping ground is 6 ,feet X
<f :
3 . spaces = '18 feet, plus 4 lines .x 2 feet =.8 feet.. Total` land required is 26 feet '
in width X 47 feet in length = :1,222 square feet, plus addiiional area required to
keep the field away from wells, property lines, etc.
Seepage Pit
'
!
Seepage pits; as with all soil absorption systems, should never be used
I
where there is a likelihood of contaminating underground waters, nor .
where adequate seepage beds or trenches can be provided. When seep
age pits -are to be used, the pit excavation should terminate 4 feet above
the ground water table.
In some States, seepage pits are. permitted as an alternative when
4M A r�
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TEST PIT DATA
DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES
DEPTH HOLE NO. HOLE NO. HOLE NO.
G.L.
0.5' toil '7-&/' Sof(-
1.0'
1.5'
2.0'
2.5'
3.0'
3.5'
4.0' CCU
4.5' ^� M t K
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
8.0'
8.5'
9.0'
10.0'
Indicate level at which groundwater is encountered AfbT- ovcu, -). rte,.,�D
Indicate level at which mottling is observed NO MV -O n i .- G o esf-K VL-0
Indicate level to which water level rises after being encountered V w- ten
Deep hole observations made by: Q.-xi ���� °'g�'�� �+°, Date
Design Professional Name: Address:
6 8 L CAS-, CH-tsm",
Signature: �L
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Design Professional =s Seal
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"YUTNAM, ;COUNTY " "EPART v 9�At T R
DIVISION . OrZ y ,` � " N� E * T * SERVICES
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\ Ostuni
39 Lawrence Dr.
Patterson N.Y. 12563
\ \\ AS BUILT PLAN FOR
SEWAGE DISPOSAL
SYSTEM ONLY
TIDE PLAN DOES NOT MEET CURRENT
\ STANDARDS. SYSTEM NOT GUARANTEED.
REPLACEMENT DESIGN OF FAILED SYSTEM ONLY.
\
HAGoip,iiAN ENC4gN&'.MUNG
682 F 9T C31F818s 9P. SnrOa3vre NY. 19401
PHOPOHED PHtW]IVYIr PI1+DH�Y$ ®'
TOWN OF Ps7TEFAOrl
10/11/07 Nqg HVILT 6HPr1CPUN BIOFla
PiAN ENGU EEG
RO$Eicir G. 113A(;OPIAPI, P.E.
OS2 EAST CHEsTEB ST.
KMCxSTON. NEW YORK 12401
(S45) 331 -5279, E -MAIL SGHPE ®AOLCOM
October 11, 2007
Mr. Gene Reed,
Putnam County Health Department
1 Geneva Road
Brewster, New York 10509
Re: Sewage disposal system repair for Ostuni
Town of Patterson
Dear Mr. Reed:
On October 3, 20072 I conducted a construction inspection of the above
referenced sewage disposal system. This inspection revealed the following:
The trenches need to be properly backfilled; topsoil must be placed over
the system and the soil must be mulched and seeded.
Based on my inspection, and the above items completed, the construction
_._. __of the system _appeared to be in general. ctonfc� and with _plane approved
by the Putnam County Health Department for the replacement system in the
same location of the failed system. Furthermore, I required that the
appropriate maintenance be routinely conducted on the system since it does
not meet standards and cannot be guaranteed to function as a completely
new system.
If you have any questions or concerns, please contact me.
Exi
cover
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HEDGE ROW
FILED MAP REFERENCE. SIXTH MAP OF PUTNAM LAKE, ETC... "
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NEAR EDGE of
MAGAOAM PA KMENT
PREPA
RECORDED MARCH 20, 1931 AS MAP #149E.
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COMPLETED: SEPTEMBER 30, 1991.
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SUBJECT LOTS. 3851 THRU 3858, INCLUSIVE.
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MAP PREPARED :. OCTOBER 4 1991
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Joseph & Eileen D'Imperio
Lawrence Drive
Patterson, NY 12563
Dear Mr. & Mrs. D'Imperio:
...-- ----- -- - - -- JOHN KARELL -Jr.. P.E.. M.S._ ..
Public Health Director
DEPARTMENT OF HEALTH
Division Of Environmental Health Services
4 Geneva Road, Brewster, New York 10509
(914) 278 -6130
May 9, 1994
�-v?-y
_
Re: Proposed addition D'Imperio
Lawrence Drive - Putnam Lake
I have received and reviewed the plans for the proposed addition to the above mentioned
residence.
The plans indicate that the three existing bedrooms will be relocated over the new 30' x
30' garage. The existing residence will be renovated to living area only.
The survey indicates that sufficient area exists to expand or repair the sewage disposal
system, should it become necessary in the future. Therefore, based on the information
submitted, the above mentioned addition is APPROVED with the following conditions:
1. The total number of bedrooms must remain at three without prior approval by this
Department.
2. The area of the existing sewage disposal system, and its expansion area, must be
__.-- _----- ._----- ._._.._.__
3. All plumbing fixtures must be replaced or updated with water saving devices, i.e., low
flush toilets, restrictors for shower heads and faucets, etc.
Approval is granted for sewage disposal only. Any other permits or variances required are
the responsibility of the applicant and the jurisdiction of the Town of
If you have any questions, please contact me at your convenience.
Very truly yours,
t.
William H6dges
Sr. Public Health Sanitarian
WH/jp
cc: BI (T) Patterson
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