HomeMy WebLinkAbout2630DOCUMENT CONVERSION SERVICES PROVIDED BY
IMAGING & MICROFILM ACCESS, INC.
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631- 589 -8100
52. -3 -16
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PUTNAM COUNTY DEPARTMENT OF HEALTH',.,.,,
DMSION VINYRONMlENTAL HEALTH SERVICES
INITIAL INDIVIDUAL /COMMERCIAL SITE INSPECTION FORM
SECTION A. ,GENERAL INFORMATION
Name of Project MM
Site Location
Building construction begun
Extent
County
Is projerty within NYC Watershed ? ................. ❑ Yes ❑ No
SECTION B. TOPOGRAPHY (Please check all appropriate boxes)
I. ❑ Hilly.- ___0 ❑ Rolling Steep slope.. __...❑ 0 - Gentle slope ❑ Flat - - - -- -- -
2. ❑ Evidence of wetlands ❑ Low area subject to flooding Bodies of water
Drainage-ditches ❑ Rock outcrops
3. Property lines or corners evident ....................... ............................... ❑ Yes ❑ No
4. Do water courses ekist on or adjoin the property. ..................... Yes No
5. Will these affect the design of the sewage system facilities ?............ Q Yes ❑ -No
-6. Do watershed regulations apply in this development ? .:::::..:::::.......* - Yes No
7 Will extensive grading be necESS ary ?,......................... :: :. _ :.- ❑ Yes M - - _.:�:.. _.........
8. Will extensive fill be necessary for SSTS ? ........................... Yes ❑ No
9. Do filled areas exist within the SSTS area? ........ ............................... ❑ Yes ❑ No
If yes, what is the condition of the fill?
SECTION C. SOIL OBSERVATIONS
10. Appearance of soil: ❑Sand ❑Gravel ❑ 'Loam ❑Clay. ❑Hardpan ❑Mixture
11. Observed from: ❑ Borings Bank cut ❑ Backhoe excavations
12. Soil borings/excavations observed by
13. Depth to groundwater
14. Depth to mottling
15. Are test holes representative of primary & reserve areas ................
on
on
on
............... ❑ Yes No
16. Soil percolation tests made by on
17. Soil percolation tests witnessed by on
SECTION D (on back)
lv..- QT 7
SECTION D. DRAINAGE
J -
® �
z
2
18. Will proposed grading materially alter the natural drainage in this or adjacent areas? 0 Yes No
19. Will groundwater or surface drainage require special consideration? ....::..........:.... F__J Yes [-'] No
20. Will gullies, ditches, etc., be filled and watercourses be relocated ? .......................... 0 Yes [---I No
SECTION E. REMARKS
21. • If a common water supply is proposed, has an inspection been made of the
existing or proposed source and facilities? ................................. ............................... F Yes a No
Inspection data
22. Do adjacent wells and/or sewage systems exist ? ....::.....:::...:::: -'- F Yes No
23. Additional comments
24. Site observer /inspector and title -
25. Date(s) of observation(s)inspection(s)
TEST PIT, PROFILES
Hole # Lot. # # .- .._ -_ ...__ -Lot # -Hole # ` = L t #
Depth to water Depth to water Depth to water
Depth to mottling Depth to mottling Depth to mottlin
Depth to rock /imp. 1 -1 Depth to rock/imp.. - Depth to rock/imp.
G.L.. G.L.
1.0 _ 1.0
3
3.0 '3.0
4.0 ").ti 777 4.(
5.0
6.0
7.0
8.0
5.(
6.(
7.(
G.L.
0.5 i rf
1.0 ..
3.0
4.0
5.0
--6.0
7.0
l 8.0 I
8.0
9.0 9.0 9.0
10.0 10.0 1'.0
�.1./ < L\
PUTNAM COURW DEPARTMENT OF HEALTH
b
'DIVISION OF ENVIROR41� . HEALTH SERVICES
- D£S?GN ..RATA,.SiiEE. _$QB,.SUFACE. SERE DISPOSAL SYSTEM FILE NO.
Owner 11L� E"��T .�7� '' Address 7 01; r�
Located at (Street) /c�.A1ee Sec. .- Block 3 Lot v1
(indic9te n est cross street)
Municipality _ Watershed
SOIL PERCOLATION TEST DATA REQU9M TO BE SUBMITTED WITH APPLICATIONS
Date of Pre- Soaking Lo Date of Percolation Test
HOLE
NU4RER CLOCK
TIME
PERCOLATION
PERCOLATION
Run
Elapse
Depth to Water Fran
Water Level
No;
Tune
Ground Surface
In Inches Soil Rate
Start -Stop
Min.
Start Stop
Drop.In Min /In Drop
Inches Inches
Inches
- 3 �. ,� - ,3.•a.2 SOS �?/ v?3 all
5
4.._.. _.._. .1.:. , :moo._ -a.•aa J.?
2 �•a3 '".3.i9 .alp ��� �'3_�/_ �� :.,.__... ::;
• �( /
5
N
2
3
4 .
5
f
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 measuremnts to be made from top of hole.
TEST PIT DATA REQUIRED TO BE SUBMITTED WITH APPLICATION
DESCRIPTION OF SOILS RICOUNrERED IN TEST HOLES
10'
12'
it
HOLE NO.
Tli,o�a /1
h
c�
G
HOLE NO.
TZi�.la,/�
I
13'
14'
INDICATE LEVEL AT WHICH t ROUNt7WF�'"M IS Ei�iCOUNVTMED
.
INDICATE LEVEL TO WHICH WATER LEVEL RISES AFTER BEING ENCOUNTERED
DEEP HOLE OBSERVATIONS MADE BY: �e.'DATE: 5/-�o
�r
DESIGN
Soil Rate Used Min /1" Drop: S.D. Usable Area Provided cC?o
No. of Bedrooms 14 Septic Tank Capacity Z,,Z J gals. Type doA)C. .
Absorption Area Provided By DO L.F. x 24" width . trench
Other i �..�9 -:,� ��,� -�'" % y . l�•
Name ____VZAA
Address C
SPACE FOR USE
/CSignatur
2q V SEAL
OF HE-
�k n Ho E1
Soil Rate Approved sq. ft /gal. Checked by °��sa
ay&1M�
PETER C. ALEXANDERSON
County Executive
ENID_L__CARRUTH,. M.P.H.
• Public Aeahh Director
JOHN SIMMONS, M.D.
Deputy Commissioner
JOHN KARELL Jr., P.E.
DEPARTMENT OF HEALTH Director
Division Of Environmental Health Services
110 Old Route Six Center, Carmel, New York 10512
(914) 225-0310
September 22, 1988
Vincent Ettari, P.E.
J & E Associates
Spillway Road
Shrub Oak, New York 10588
Re: Proposed SSDS - Ettari
Wiccopee Road
(T) Putnam Valley
TM #35 -3 -2
Dear Mr. Ettari:
This letter is in reference to the construction permit for the
above - captioned project. It will be necessary fora permit to be
issued by the Putnam Valley Planning Board (Wetlands Commission)
to relocate the existing drainage swale.
If you have any-questions, please contact this writer at
extension 317.
Yours very truly,
Lawrence C. Werper
Assistant Public Health Engineer
LCW:jz
cc: Putnam Valley Planning Board (Wetlands Commission)
DEPARTMENT OF HEALTH
Division of Environmental Health Services
TWO COUNTY CENTER,- 'CARMEL, N.Y- .-10512 (914) 225 -3641
APPLICATION TO CONSTRUCT -A WATER WELL
PCHn PRRMTT $
WELL LOCATION
Strget Address
Town it age C'ty Tax
Grid Number
WELL OWNER
.a
Al
M ilin
Address
ivate
O Public
USE OF WELL
1 - primary
2 - secondary
RESIDENTIAL
® BUSINESS
.® INDUSTRIAL
O PUBLIC SUPPLY AIR /C,OND /HE
O FARM O TEST /OBSERVATION
d INSTITUTIONAL O-STAND -BY
ANDONED
❑ OTHER (specify
AMOUNT OF USE
YIELD SOUGHT
-I'*'-- gpm /#
PEOPLE SERVED 1p /EST. OF DAILY USAGE 006gal,
REASON FOR
DRILLING
EMEW SUPPLY
❑REPLACE EXISTING SUPPLY
O PROVIDE ADDITIONAL SUPPLY
®DEEPEN EXISTING WELL
O TEST /OBSERVATION.
DETAILED
REASON FOR
.DRILLING
a/
o u,tAr
71
WELL TYPE
DRILLED
❑DRIVEN
[]DUG
®GRAVEL
OOTHER
IS WELL SITE SUBJECT TO FLOODING? YES 1/ NO
IF WELL IS LOCATED IN A REALTY SUBDIVISION, NAME OF SUBDIVISION:
Lot No.
WATER WELL CONTRACTOR:, Name O Address: v� I /e`
IS PUBLIC WATER SUPPLY AVAILABLE TO SITE: YES. _--**-NO
NAME OF PUBLIC WATER SUPPLY: TOWN /VIL /CITY
DISTANCE TO PROPERTY FROM NEAREST WATER MAIN:
LOCATION SKETCH & SOURCES OF CONTAMINATION PROVIDED 4
O ON REAR OF THIS APPLICATION E �TESHEET
(date) (signature)
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: 19 Permit Issuing Official
Permit is Non- Transferrable Mite copy: H.D. File
Yellow copy: Building Inspector
2/87 Pink Copy: Owner
iir'ArN74h r1nmr- TAM1 1 T1ri 1 1 or
PUTNAM COUNTY DEPARTMENT OF HEALTH
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
Re: Property of
Date
GA
Located at �Ly6��
i
(T) Section Block 3 Lot
Subdivision of ,;/ /,�O
r
Subdv. Lot # Filed Map #
Gentlemen:
0
This letter is to authorize Y1,4jGLrN
Date
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
:..: ays em. ;. or. .s..ys.tems...in- confcirmity `with the provisions- of Art- 145 or -
147, Education L 540 f blic Health Law, and the Putnam County Sani-
tary Code. ����'( P►�T ND'yy� o��
•` Very truly yours,
A
6 NO c�"�`^ Signed
e. Owne of Property
Countersigned: „�:
P. E. , R. A. , # Address
Address Town
'-s4a.-4
Telephone
elephone
.::,:.. ,:..t�gaa...�...Q "_"•,..:200, .. .
Bruce Foley, Director
Health Department, Putnam County, N.Y.
Geneva Road
Brewster,
N.Y. 10509
_ _...._Re: Tax Map::52- 2--54Nd4-D.`•2..3. 1.6
b°
Dear Mr. Foley:
I am writing you upon the suggestion of Adam Stiebeling to ask your advice and your help
in regard to my property in Tompkins Corner.
I am the owner of 3.6 acres on the west side of W iccopee Road in the town of Putnam
Valley, N.Y. and of 6.5 acres on the east side of Wiccopee Road. On June 1, 2000 the 3.6 acres
were assessed at $44,000, the 6.5 acres at $75,000.
In September 1935 my late husband, Dr. Samuel Atkin, bought the land from Albert and
Sarah Kinoy. Upon Dr. Atkin's death in March 1987 1 inherited the property. (I am also executor of
the estate.) He, and subsequently, 1 have been paying property and school taxes on this land since
1935 — 66 years!
Recently I decided to sell the land. I was quickly offered $130,000 - $65,000 for each parcel.
Contracts were signed. To my dismay I was informed that both parcels were unbuildable because the
engineers hired by the prospective buyers reported that the Board of Health would not grant a
building permit. Needless to say, the sales were cancelled.
1. What, if anything, can be done to secure the approval of your Board of Health so that the
land becomes buildable? The engineer suggested to my daughter, June Atkin Sanders,
by phone, that another survey might be made of the mountain side (i.e. the 6.5 acres) to
see if any part of it is buildable. However it would cost at least $7,000, probably more,
which I could in no way afford. Moreover it might prove useless anyway, since it is the
Board of Health's approval that is crucial.
z If the land is indeed unbuildable, you will agree that the taxes should be drastically 4
reduced. On May 18`h 2001 1 wrote to the Tax Collector explaining the situation, but to
date 1 have received no reply. Instead, 1 received the usual tax bills for 2001, which I
have paid, as I dare not risk losing the land for non - payment of taxes after I have been
paying thousands of dollars in taxes over 66 years
I am 93 years old, in poor health, and hard of hearing. I have asked my daughter June Atkin Sanders
to handle the matter for me. She has already spoken with Cindy Braun, the broker and also with the
engineer. I would appreciate your dealing directly with her. Her address is:
June Atkin Sanders. (Mrs. Kevin Sanders)
421 Hudson Street, Apt 401
New York, N.Y. 10014
Her telephone number is 212 - 807 7173
0
I shall be most grateful for you help in this matter.
Sincerely yours,
Edith Atkin (Mrs. Samuel Atkin)
Enclosures:
1 Engineer's proposal for new survey of land
(Why do we have to do a new survey when a survey has already been done ?)
2 Material on Patterson sale:
(a) Cancellation of sale from lawyer Frank Cullen
(b) Engineers Bady and Watson survey report finding land unbuildable
3 Material on Ariano sale:
(a) Cancellation of sale from lawyer Frank Cullen
(b) Cronin Engineer's report finding land unbuildable
Is this material sufficient to show our land is currently unbiuldable so we can get the taxes reduces as
soon as possible?
BADE,Y & WATSON Surveying and Engineering
3063 Route 9, Cold Spring, New York 10516 (845) 265 -9217
GlennonJ. Watson, L.S.
(845) 225 -3312
John P. Delano, P.E.
FAX: (845) 265 -4428 (914) 628 -1800
Peter Meisler, L.S.
(914) 739 -3577
Stephen R. Miller, L.S.
(87 7) 314 -1593
Jennifer W. Reap, L.S.
August 7, 2001
June Atkin Sanders
421 Hudson Street
Apt. 401
New York, NY 10014
IRE: Property on Wicopee Road
Putnam `/alley Tax Map 52. -3 -16
Dear Ms. Sanders:
George A. Badey, L.S., Senior Consultant
James W. Irish, Jr., PE., I.S., Senior Consultant
Mary Rice, R.L.A., Consultant
John Delano has asked that we provide you with this proposal for services regarding the above
referenced property. To be certain we are talking about the correct property, we have enclosed a
copy of the tax map with the parcel highlighted. Based on Mr. Delano's requirements, we
propose to provide the following:
1. Certified survey without stapes of the above referenced property
2. Topographic mapping of the property for Mr.1(Delano"s use in preparing.a ------
submission to the Putnam County ftealith (Department.
The survey will be prepared in accordance with the current Code of Practice for Land Surveys as
adopted by the New York State Association of Professional Land Surveyors.
Generally, the health department requires two (2) foot contour topographic mapping for
submissions. Alternatively, there is existing five (5) foot contour topographic mapping which
may be acceptable. Unfortunately, Mr. Delano is on vacation for the next week and I am
uncertain if the 5 foot topo will, in fact, meet the health department requirements. For that
reason, I have included 2 prices for the survey and topo.
Alternative I - Survey and two foot contour topo Fee $5,750.00
Alternative 2 - Survey and rive foot contour topo Fee $2,950.00
We estimate that the Alternative 1 will be completed in approximately eight to nine weeks after
we receive authorization. Alternative 2 will be completed in approximately six,to seven weeks.
Owners of the records and files of Taconic Surveying & Engineering, P.C., Burgess & Behr,
Roy Burgess, J. Wilbur Irish, Joseph S. Agnoli, Vincent Burruano, Hudson Valley Engineering Company, Inc.,
Douglas A. Mettit. E. B. Mnehus and R rv"Ad. & t-th -
August 7, 2001 Page 2 June Atkins Sanders
" rd' like` us`- c 4 this work, please f ll=ouf the-CeirFrcaton S- ectidd & the end of this If' you""vdi
letter, sign and date it, and .return it together with retainer of $1,475.00. We will contact you to
let you know which topo option will be required.
We have enclosed a copy of this proposal for your records.
You will be billed for the balance upon completion of services. The balance is due when services
are completed. Payment for balance is expected upon delivery maps. Interest at the rate of
1 -1 /2% per month will be added to all balances more than 30 days old.
A copy of the legal description for the property to be surveyed is required. We would also like
copies of any additional documents which may affect the property, i.e. easement descriptions,
title reports, previous surveys, etc.
This quotation is subject to change if not executed and returned within sixty days of the date of
issue.
We thank you for your consideration and look forward to being of service. Please call or write if
you have questions or need further explanation.
Truly yours,
BADEY & WATSON,
Surveying & En neenng, P. ;
by
r. Stephen R. Miller, L:S.
Accepted By Date
CERTIFICATION SECTION
When listing certifications below, please print names exactly as they should appear on the map.
Names
NOTE:
a) We require the title number when certifying to a title company.
b) The above fee includes four prints sent through regular mail. Any additional Special or
Overnight Delivery will be billed accordingly.
c) Staking of the property lines is not included. Staking can be completed for an additional fee.
BADEY & WATSON
August 7, 2001 Page 2 June Atkins Sanders
.
..... ,,....
If you would like us `to 'do tfiis (work; please fill out the Certification Section at'th6 erid of'this -
letter, sign and date it, and return it together with retainer of $1,475.00. We will contact you to
let you know which topo option will be required.
We have enclosed a copy of this proposal for your records.
You will be billed for the balance upon completion of services. The balance is due when services
are completed. Payment for balance is expected upon delivery maps. Interest at the rate of
1 -1/2% per month will be added to all balances more than 30 days old.
A copy of the legal description for the property to be surveyed is required. We would also like
copies of any additional documents which may affect the property, i.e. easement descriptions,
title reports, previous surveys, etc.
This quotation is subject to change if not executed and returned within sixty days of the date of
issue.
We thank you for your consideration and look forward to being of service. Please call or write if
you have questions or need further explanation.
Truly yours,
BA1< EY, & WATSON,
Surveying a$t En neeHng, P
Accepted By Date
CERTIFICATION SECTION
When listing certifications below, please print names exactly as they should appear on the map.
Names
NOTE:
a) We require the title number when certifying to a title company.
b) The above fee includes four prints sent through regular mail. Any additional Special or
Overnight Delivery will be billed accordingly.
c) Staking of the property lines is not included. Staking can be completed for an additional fee.
BADEY & WATSON
a
FAX MEMO
McDermott & O'Honlon P.C.
80 Mill Street
Putnam Valley, New York 10579
Phone Number 945-5294100
Fax Number 845- 328-7S39
E-Mall JAQK,QH5$Q" OL.com
PLEASE NOTE OUR NEW AREA CODE
March 24, 2001
To: FRANK CI3LLEN, Esq.
Fax Number: 1. 914 - 96243$6.
Number of pages: Z
Re: Atkin io Paterson
Frank,
Here is the letter from the engineer that I promised. In light of this, please consider
that our contracts are cancelled and kindly return my clients' down payment.
tOd Z00 . Od NOINVH 0 1 11OWN30 OW 66SLBES016 10:01 lolta,21HW
Edith Atkin
36 Sutton Place So.
Apt. 1C
New York,N.Y. 10022 -4166
FRANK CULLEN
ATTORNEY AT LAW
1875 GLEN ROCK STREET
YORKTOWN HEIGHTS; N.Y. 1L0598 -
TELEPHONE - 914 - 962 -4300
FACSIMILE - 914 - 962 -4386
March 24, 2001
,W f h t LP— gttters'on
Dear Mrs. Atkin:
Enclosed please find a letter that I received from
the purchasers' attorney together with the report from their
engineer.
Since they were not able to obtain Board of Health
approval we have no choice but to return their contract deposit.
You may want to.appeal to the Board of Health and
try to allege hardship,otherwise you will not be able to sell
this lot or the other lotus buildable lots,without sewers.
I am sorry that both of these potential sales fell through.
Kindly: send me. a. check for $250.00 as 'my' legal fee 'for
..,.. .. -. •T. .. - .+ .. .... ..........
time spent on your behalf.My time was spent preparing contracts of
sale, preparing written correspondence and telephone conferences
with each attorney and a review of a title search..
Thank you again for your courtesy and cooperation.
Very truly yours,
w�
4411'`,,
Frank Cullen
FC /ms
encl.
Re: Wiceop" Road property
Tower of Putnam Valley,
Tax Map M 52,-3-16
Llee�r Itilr dt= fi+(rs�Fattlrn
Please be advised hereby that our survey field crew has cmrWleted that topographic
survey work which we requaged of then. The lcwits of their efforts have beep pioftd
and evaluated. After painstakingly cmfW scruduN we have dexerrnirwd that the average
slope of the surface of the land in the area oonteanplated for aseptic system is in excess of
seventeen. percent (17%).
Current State and County Health Department VAdelirtetl do not permit, as of right,
construction of septic systems on slopes in excess of fifRe" percent (15%) for properties
not sc) previously approved; we we not aware of any such previous approval fbr the
subject lot. Band on our rent axperienee with this slopp. issue, it is our. considered._..
..:Pra*_P1i*n.a!* ap on -that ft -. Hcalth AXPeftent will = approve a septic sygem -iwtbo
instant case.
We trust this .communication to be responsive to your inquiry and adequate for your
immediate purposes. Should you, hwimver. hm my questions or require farther
clarif csdoua we remain,available for your inquiry.
Yours truly,
BA.DE'Y dt WATSON,
Sure En ! {1►tg, Ac.
by, r`"
Jo . Delano, P. -4, a�
cc: File U:182- 10013\T?22MR1L.doc .
John P. O'Hanlon, Esq.
,101
0
BADEY WATSON SON
Smrveying and Engineering P.C.
'`7o- �.�� - _ - -
.... .. _ -
r..J.'��'.-
`•,
1063 Ruute 8, told Spring, Now Yarn 10916
(%3)034217 Clonnon.1, Watson, L.9.
_ ... •.- �•/
<845) 223.9312 john P. Deluno, PE.)
FAX: (843) 265 -4428
(91 4) OW 800 Nter McWer, L.9.
(914) IM3377 gtel�ml R. Naer. Ls. .
(877) 314.1393 jennyi r W. Rerp, L.S.
March 22, 2001
— ... —•—.�
0corgo At,.11 a0y. L.S., Seniur Qunruhanl
Thomas & Joalnne Patterson
,lames W. trish, jr.. PJL, LB., Svniur Consultant
35 Hudson View Drive
May Rim, R.LA., Cott ults:nt
Put= Valley, Nib 1057q,
Re: Wiceop" Road property
Tower of Putnam Valley,
Tax Map M 52,-3-16
Llee�r Itilr dt= fi+(rs�Fattlrn
Please be advised hereby that our survey field crew has cmrWleted that topographic
survey work which we requaged of then. The lcwits of their efforts have beep pioftd
and evaluated. After painstakingly cmfW scruduN we have dexerrnirwd that the average
slope of the surface of the land in the area oonteanplated for aseptic system is in excess of
seventeen. percent (17%).
Current State and County Health Department VAdelirtetl do not permit, as of right,
construction of septic systems on slopes in excess of fifRe" percent (15%) for properties
not sc) previously approved; we we not aware of any such previous approval fbr the
subject lot. Band on our rent axperienee with this slopp. issue, it is our. considered._..
..:Pra*_P1i*n.a!* ap on -that ft -. Hcalth AXPeftent will = approve a septic sygem -iwtbo
instant case.
We trust this .communication to be responsive to your inquiry and adequate for your
immediate purposes. Should you, hwimver. hm my questions or require farther
clarif csdoua we remain,available for your inquiry.
Yours truly,
BA.DE'Y dt WATSON,
Sure En ! {1►tg, Ac.
by, r`"
Jo . Delano, P. -4, a�
cc: File U:182- 10013\T?22MR1L.doc .
John P. O'Hanlon, Esq.
C�+vnMS of the nmords %nd film of Tam* Suumrym R Jbvin� PC 8t Bohr,
Ray ptsrgnQ J. Wilhur lrish, Wph K. Aged, Vnmmt aUr MIG, tiadron Vsk 20841tering C oolw y, lnt:.,
13ou21ae A. Menlo, E. & Moebw and Reymkk at clam _
TO /Told Od 'NOKUM I A3ahE bt t9T SSW—ZZ �iW
E0d 800 Od NO -INVH 0 '8 1iOWJk OW irE12,19 Str?6 iO:Ot 10,tr?'�4k!�
p�►
1 a�
1 �9� X911 ON-Pod
C�+vnMS of the nmords %nd film of Tam* Suumrym R Jbvin� PC 8t Bohr,
Ray ptsrgnQ J. Wilhur lrish, Wph K. Aged, Vnmmt aUr MIG, tiadron Vsk 20841tering C oolw y, lnt:.,
13ou21ae A. Menlo, E. & Moebw and Reymkk at clam _
TO /Told Od 'NOKUM I A3ahE bt t9T SSW—ZZ �iW
E0d 800 Od NO -INVH 0 '8 1iOWJk OW irE12,19 Str?6 iO:Ot 10,tr?'�4k!�
FRANK CULLEN
ATTORNEY AT LAW
` 1875 GLEN ROCK STREET
YORKTOWN HEIGHTS, N.Y. 10598
TELEPHONE - 9 4= 962-4300
FACSIMILE - 914 -962 -4386
November 30, 2000
Susan B. Rubin,Esq.
Heilman & Rubin
399 Knollwood Road
Suite 311
White Plains,N.Y. 10603
re:Estate of Atkin to Ariano
Dear Susan:
Enclosed please find my attorney trust account_ check
in the sum of $6,000.00,made payable to Joseph Arian nd
Michele Ariano, representing the return of their contract deposit.
Thank you for your cooperation.
Very truly yours,
Frank u . en
FC /ms
encl.
cc. Atkin
Houlihan /Lawrence Inc.
• HEILM1'llll &r RUBIN
ATTORNEYS AT LAW
399 Knollwood Road, suite 3X2
Mte Plains, New York 10603
juliia Nt Heil=A* Phone (914) 428.9766
Susan B. Rubin (914),686-1361
*admitted in NY &.CT Fax (914) 285 -9769
Via - Facsimile: (914) 962 -4386
and First Class Mail
Frank Culler, Esq,
1875 Qleb Rock Street
Yorktown Heights, 'NY 10598
November 29, 2000
Re: Eta "te�of Atiirl.'to Arians
Dear Mr, Cullen:
Please be advised that my client has hired an engineer to assist him in
_ Qbtainiag Board -of- Health approval. - Unfortunately, the �Sieer has�ixifor�ed -my� _..._::�....
�Healfh- apgrciv' is- notassble: I have attached a letter from the engineer. At this
time, we would fake to void the contract and have the return of my client's down
payment. Please advise when our office will be receiving the return of the down
payment-
SBR:dinf
Enclosure
__.
�,Q '�
V;ky truly yours,
9
2V: ti T 00, 6Z. noN 696S8Zbti6: xPJ 3h10&3d PIUW93I"1 >i33
c.i fndj� Building; :suite Or?, I john Walsh Blvd_ Peekskill, New York lOM
Nciv r 2tl, 2000
Joel Adsm
C/o Airla� Ar wo
U�t€a�c g1�lb'ft&.
RO: wee fted Prtprty
7'mn of Piitnem Valley
ra v' 1D# 52 -2-6
�P rrs fleid maeung at ttt� *me rftmrmO SM on Ngvember 2Z 20M, the fallowirtg carmmerrts
am offered with mapect to try pcwritiat ctev p"nt of the alts.
1. The pmperty is apgrorszimately 3.28 am in size, I xmW on ttse vmd side of Wir4opee Road. The
properly Is In on R-3, Single Farrnly Zoning i3isb&, mMrirtg a minimum of 3 am per lot.
2 The vmdem half to two tyros of the ptperiy is p* m* stsep slopes, greyer tan i s% siom, tot
is not SWWO nor appruvaible far the Oaconent of a sewsge 4ispwd system. Any area wra?
slopes in access of 1S% can rat be amoved for septic syoems.
3. Tyre eastern half to one third at the sits is t wersed by tip Mccopee Brook, Aso there is a
.'mbutwY vehr*W an Site ft* originates at to base of the main slope which c"eys hillside
to the brook. Additicmaily, there Is eriderm of a high water channel looping on the east
s of the brook that nicely =nveys voller &n9 to ltpr9ng tune rrta0 and x ft major stcmn events.
Lastly. there Is an area just off of VAcwpee Road whom a atom drab dsclwpw Oorrrr eter onto
the ales, with valer. meandering to the'hroolc. AA of these arts will be designated as reguiMed
wetlarf& by the Tom of Putnam Valley acrd ft Wore a mlrtirrst,rm disAnce to ft w�eilarld araos is
required for the placement of gage lisp el systerns,100 feet minimum.
4. The properly art nt to the south dins a wetland awe that arjld be regutated by the Toasty .
anci abuts this pnverty. A +ttinimum 100 focs wmM rid t tN-- v dzid to a
....... .
a - 'Theff Is eve of two old ,oil test pits lid near the bw of the main .slope Inclicating the at
smne time a permit may have been sought sfter. The am teed at that time mt4d not meet the
mMm frertts of the Health Deparrd7tvt
I"ed ante, above Information, it does not appear possible that a permit for t! o om*mcom of a se mW
dsp6sal "St"n fix a sire ferniry residence wgl bra Issued by the C. ounpy Hero Department In aeon,
a permit frorn Vw Town Planning Board mould to r rW -far any work witlin 100 fed of arry of the Town
t regulMed vii` nds on and tiff side and this aW appt3ePS to be very difficult task, at best,
J Shvuid you have any questions or require addtlonal information, plem oontw'me at the above number.
s
Si
' . C. ,
ac: Sum Rubin, Yle tax 9142136.970
ail s�1'1'260Q.doC
nii r,? note 69�6SKbt6: -Xe� 3NOK1,4 NHWR -71
PUTNAM COUNTY DEPARTMENT OF HEALTH -
- VISION -ORENVIRONMEN'I'AL REALTT3 SERVICE
INITIAL INDIVIDUAL /COMMERCIAL SITE INSPECTION FORM
SECTION A. �C�)RAL INFORMATION
Name of Project 1 �S o,,4 JTXV) County
Site Location r GG
Building construction begun 1'`4'fl Extent
Is pro Prly within NYC Watershed ? ................. [:J Yes 5;J/No
SECTION -B. TOPOGRAPHY (Please c eck all appropriate boxes) SS
1. a Hilly. ___.F--] Rollirig ._ teep slope _.._. _E5;Zj�.Ge a slope
2. F_� Evidence of wetlands F—I Low area subject to flooding F__J Bodies of water
Drainage-ditches f �;�ock outcrops
3. Property lines or corners evident ....................... ............................... a Yes �No.
- 4. Do watercourses exist or adjoin rty.
.... ....:....... es No
5. Will these affect the design of the sewage system facilities ?............ Yes F_� No
6.- Do watershed regulations apply in this development ?.:::.......: .
....... :.: Yes No
7 Will extensive ...� ._. -
. grading be.necessary? _ �..: __. _� -u.... :.� es No_��..._
8. Will extensive fill be necessary for SSTS? ......... ............................... E2yes F No
9. Do filled areas exist within the SSTS area? ........ ............................... 0 Yes o
If yes, what is the condition of the fill?
SECTION C. SOIL OBSERVATIONS
10. Appearance of soil• a Sand Gravel oam -1 Clay ardpan 6.
11. Observed from: F__J Borings Barikcut a Backhoe excavations
12. Soil borings /excavations observed by on L -7 a�
13. Depth to groundwater r,4K, < tv, +� �* �. on
14. Depth to mottling
15. Are test holes representative of primary & reserve areas ...... .................... ............
16. Soil percolation tests made by C�
17. Soil percolation tests witnessed by 0 :,C-'
SECTION D (on back)
on
Yes
on
on
Form ST -1
DEC— bb —cbbb 1b :22 BADEY 8 WATSON, PC
��l C
aal -�
IMF
Public Health Direew
DEPARTMNT OF HEALTH
1 Geneva Road
Brewster, Now York 10509
P. 02102
IAREM ' MOLI ARI" R.N.', M S."N..
Associate Public Mealtb Director
LWOW Of Pedant s9mcco
ATTENTION: ION: t ADS 5TZBELING o GENE REED
All information below must be fR i completed prior to any scheduling. DAMIZ&LD
ENGINEER OR : +� i�C U% {}TSn P ? C PpC® 2rc i "-�li' j) � Z a t {
REASON.
DEEPS: PERCS: o PUMP ZEST: ❑
ROADISTREET: LU t CS 0-P.6 E u C ?
TOWN: OUP1 TAX MAPN: 5-2. IL
SUBDIVISION: ti' < <� L ®TM
YES NO
® 0 Proposed SSZS within the drainage basin of Vest Branch or Boyds Corner Reservoirs.
0 0. Proposed SETS within 500 feet of a reservoir, reservoir stem or control lake.
0 0 . ..1aropos¢d SSTS within 200 feet of a watercourse or a DEC wetland.
-
o a Proposed SSTS for a Commerical Project.
It is the responsibility of the design professional to provide the above information prior to soil testing.
This Department will determine the I+NYCDEP project status (Joint or Delegated). based on the
response. If you answeredya to any of the questions, NYCDEP must witness the soil testing. This
Department will coordinate a mutually suitable time for field testing with the PCDOR, the DOW
Professional and NYCDIEP.
If a project has been determined to be Delegated based on the above response and then subsequent
information indicates NYMP is required to witness the soil testing, it will be the sole responsibility
of the design professional to schedule re- witnessing of the sell testing with NYCDIEP.
DATEt
FOR COUM USE ONLY
Y1ME:
TOTAL P.02
l
• S
L M TAIL
f \
Pp--6- TOPSOIL
to �i 10
— COMPACTED BACKFILL _ O
—ROB SAND 4 GRAVEL Q
-�
COMPACTED (N UF75 4 - \ v�—
—ROB SAND 11 GRAVEL, .
OR WASHED GRAVEL
1/4- TO 3/4-
,I.
�i
ENT OF HEel1}!
A WA TR AT6!Fp�
WILY RESIDENCIFS
MATERIAL TO SETTLE NATURALLY FOR
AT LEAST ONE (1) FREEZE -THAW CYCLE
'HANICAL COMPACTION IN APPROXIMATELY
THE UNDISTURBED UNDFFLYING SOIL.
.NT OF FILL ARE TO BE CONDUCTED
AL SMEARING AND EXCESSIVE SOIL
r
E TREATMENT SYSTEM AREA IS
IS. FILL SHALL BE RUN OF BANK
FREE OF FINES OR OTHcR UNSUITABLE
4TION RATE AT LEAST EQUAL TO OR
TER THE REQUIRED STABILIZATION PERIOD.
RCOLATION TEST IN THE LL AFTFF
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