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03225
PUTNAM COUNTY DEPARTMENT OF HEALTH
LI Y 1►J� li ' J - l'1 �Vl \T111� 1 r" i� Lc"AiliTH - .xE,t.1%71E'S "
CERTIFICATE OF CONSTRUCTION COMPLIANCE F REATMENT SYSTEM
PCHD CONSTRUCTION PERMIT # PV - 5 - 9 9 / 3�
Located at 469 PEEKSKILL HOLLOW ROAD Town or Village PUTNAM VALLEY
Owner /Applicant Name RICHARD BROWN
Tax Map 7 3.
Formerly BROWN Subdivision Name
Subd. Lot #
Block 1 Lot 9.2
BROWN
Mailing Address 469 PEEKSKILL HOLLOW ROAD, PUTNAM VALLEY, N.Y. Zip 10579
Date Construction Permit Issued by PCHD 3 / 8 / 9 9
Separate Sewerage System built by RICHARD BROWN
Consisting of 12 5 0 Gallon Septic Tank and
Other Requirements:
Water Supply:
Public Supply From
Address 469 PEEKSKILL HOLLOW RD.
PUTNAM VALLEY, N.Y. 10579
460 LF OF 2 FT. WIDE
LEACHING TRENCHES
Address
or: x Private Supply Drilled by NORMAN ANDERSON Address BARGER STREET
PUTNAM �'ALL%Y N Y'.'1-0_.7`79,
Building Type FRAME RES . Has erosion control been completed`? ' yvFs
Number of Bedrooms 4
Has garbage grinder been installed?
I certify that the system(s), as listed, serving the above premi
built plans (copies of which are attached), in ce with
plans and the standards, rules and regulatio of the utnam
Date: 11/22/99
Certified by
Address 2 MUSCOOT RD. NORTH, MAH9CPAC,/ N.Y,./;1'0541
NO
G essentially as shown on the as-
instruction Permit and approved
of Health.
P.E. RA. x
11056
Any person occupying premises served by the systdn(s) shall promptly take sdch action as may be necessary
to secure the correction of any unsanitary conditions resulting from such usage. Approval of the separate sewage
treatment system shall become null and void as soon as a public sanitary sewer becomes available and the approval
of the private water supply shall become null and void when a public water supply becomes available. Such
approvals are subject to modification or change when, in the judgment of the Public Health Director, such
revocatiox modifica ion c angi is essary.
By: Title: 14 Date: Z' 1
White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional
Form CC -97
it
l
4
PUTNAM COUNTY DEPARTMENT OF HEALTH
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
WELL - C'OMPF.t^TIM. RE -PORT.
Well Location
S eet Address:
�Tp�pillage-
Tax Grid #
Ma Block Lot(s) �f 2
Well Owner:
N e: Address:
Use of Well:
1- primary
2- secondary
Residential Public Supply Air cond/heat pump Irrigation
Business Farm Test/monitoring Other(specify)
Industrial Institutional Standby
Drilling Equipment
_74— Rotary Cable percussion Compressed air percussion Other (specify)
Well Type
Screened Open end casing X Open hole in bedrock Other
Casing Details
Total length ft.
Length below grade 3 aft.
Diameter - in.
Weight per foot e�Eib /ft.
Materials: Steel Plastic _ Other
Joints: _ Welded �C Threaded _ Other
Seal: 7-K Cement grout _ Bentonite Other
Drive shoe: -'Yes No
Liner Yes No
Screen Details
Diameter (in)
Slot Size
Length(ft)
Depth to Screen (ft)
Developed?
First
Yes No
Hours
Second
Well Yield Test
_ Bailed _ Pumped Compressed Air
Hours Yield /X" gpm
Depth Data
Measure from land surface-static ( specify ft)
During yield test(ft)
Depth of completed well D feet
oo
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
If yield was tested
at different depths
during drilling,
list:
Feet
Gallons Per Minute
Pump /Storage Tank Information
Pump Type ,3Unj,2� Capacity _/ 0
Depth Model ze kw_ 9
Voltage _L3 0 HP
Tank Type - 7? o ;Z- Volume / Yv
Date Well Completed
2/1 P9
Putnam County Certification No.
Date 7716 ort
Well Driller (signature)
.
1VV l E: txact location or well wttn atstances to at least rwo permanent ianumagKs to oe pruviueu un a 5cparaLU sucUupiaii.
Well Drillees Name 0'0 a4w.,n Address: �5�y 44
`
Signature: `'�J Date: &/ S�
White copy: HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller
Form WC -97
^ .
~�
YML ENVIRONMENTAL SERVICES
321 Kear Street
Albert H. Padovani, Director
LAB #: 32.906943 CLIENT #: 10261 NON STAT PROC PAGE 1
BROWN, RICHARD C. DATE/TIME TAKEN: 10/26/99 08:00
P.O. BOX 226 DATE/TIME REC'D: 10/26/99 11:00
PUTNAM VALLEY, NY 10579 REPORT DATE: 10/27/99
PHONE:*
SAMPLING SITE: 469 PEEKSKILL HOLLOW RD SAMPLE TYPE..: POTABLE
: PUTNAM VALLEY, NY PRESERVATIVES: NONE
COL'D BY: SAME TEMPERATURE..: < 4C
NOTES...: KIT TAP COLIFORM METH: MF
DATE FLAG PROCEDURE RESULT NORMAL - RANGE METHOD
10/26/99 MF T. COLIFORM ABSENT /100 ML ABSENT 1008
COMMENTS:
BACT THESE RESULTS INDICATE THAT THE WATER (WAS),(WA944QZ1.OF A
SATISFACTORY SANITARY QUALITY ACCORDING TO THE NEW YORK STATE
AND EPA FEDERAL DRINKING WATER STANDARDS, FOR THE PARAMETERS
TESTED, AT THE TIME OF COLLECTION.
SUBMITTED BY:
Albert H. Padovani, M.T.(ASCP)
Director ELAP# 10323
^
" .
_.
YML ENVIRONMENTAL SERVICES
321 Kear Street
to\^& 11TS9MAn'.�������`���..�.`,�.`.'��.��^'^___
(914) 245-2800
Albert H Padovani Directo
H. , r~
LAB #: 32.904872 CLIENT Q 10261 NON STAT PROC PAGE 1
BROWN, RICHARD C. DATE/TIME TAKEN: 08/10/99 10:00
P.O. BOX 226 DATE/TIME REC"D: 08/10/99 10:45
PUTNAM VALLEY, NY 10579 REPORT DATE: 08/23/99
PHONE:
SAMPLING SITE: 469 PEEKSKILL HOLLOW ROAD SAMPLE TYPE..: POTABLE
: PUTNAM VALLEY NY PRESERVATIVES: NONE
COL'D BY: RICHARD BROWN TEMPERATURE..: < 4C
NOTES...: KIT TAP COLIFORM METH: MF
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
DATE FLAG
PROCEDURE
RESULT
NORMAL - RANGE
METHOD
PUTNAM CNTY PROFILE
08/10/99
MF T. COLIFORM
PRE5NT
/100
ML ABSENT
1008
08/10/99
LEAD (IMS)
1.0
ppb
0-15 ppb
9101
08/10/99
NITRATE NITROG
<0.2
MG/L
O - 1O
9139
08/10/99
NITRITE NITROG
<0.01
MG/L
N/A
9146
08/10/99
IRON (Fe)
<0.060
MG/L
0-0.3 mg/1
2037
08/10/99
MANGANESE (Mn)
<0.010
MG/L
0-0.3 mg/1
2037
08/10/99
SODIUM (Na)
12.7
MG/L
N/A
08/10/99
pH
7.8
UNITS
6.5-8.5
9043
08/10/99
HARDNESS,TOTAL
210
MG/L
N/A
(AS
138
MG/L.
N/A
'-l`URI�IDITY�
(TOR At
:17 <1n@TL!~__�������042FNIAT:
12
��� -Ivy
08/10/99 08/10/99
E. COLI (CONFI
ABSENT
100/ML ABSENT
COMMENTS:
BACT THESE RESULTS
INDICATE THAT THE
WATER
(WAS)
OF A
SATISFACTORY
SANITARY QUALITY
ACCORDING
TO
THE-l���RRK STATE
AND EPA FEDERAL
DRINKING WATER
STANDARDS, FOR
THE PARAMETERS `
TESTED, AT THE
TIME OF COLLECTION.
Pb/Cu LEAD limits for p
EPA Lead & Copper
than 10% of their
than 15 ppb and a
treatment must be
potential.
Ablic schools are set at 15 ppb.
Rule for Public Systems requires that no more
distribution points have a LEAD value of more
COPPER value of 1.3 mg/L, else water
undertaken to reduce the waters corrosive
Fe/Mn If both iron and manganese are present, their total value
combined shall not exceed 0.5 mg/L.
Na No limits for Sodium are proscribed. Suggested guidelines state
that for people on a sodium restricted diet,the water should
contain no more than 20 mg/L of`Sodium. For tho5e on a
moderately restricted diet, a maximum of 270 mg/L of Sodium
"
~ »
�
YML ENVIRONMENTAL SERVICES
321 Kear Street
(914) 245-2800 ,
Albert H. Padovani, Director
LAB #: 32.904872 CLIENT #: 10261 NON STAT PROC PAGE 2
BROWN, RICHARD C. DATE/TIME TAKEN: 08/10/99 10:00
P.O. BOX 226 DATE/TIME REC'D: 08/10/99 10:45
PUTNAM VALLEY, NY 10579 REPORT DATE: 08/23/99
PHONE:_
SAMPLING SITE: 469 PEEKSKILL HOLLOW ROAD SAMPLE TYPE..: POTABLE
: PUTNAM VALLEY NY PRESERVATIVES: NONE
COL'D BY: RICHARD BROWN TEMPERATURE..: < 4C
NOTES...: KIT TAP COLIFORM METH: MF
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
DATE FLAG PROCEDURE RESULT NORMAL - RANGE METHOD
is suggested.
'
PH pH SCALE IN WATER RANGES FROM 1-14. MEASUREMENT OF pH IS ONE OF
THE IMPORTANT AND FREQUENTLY USED TESTS IN WATER CHEMISTRY.
WATER WITH A LOW pH MIGHT BE CORROSIVE TO METAL PIPES AND
FIXTURES. THE NORMAL RANGE OF pH IS 6.5 TO 8.5.
Hd TOTAL HARDNESS IS DEFINED AS THE SUM OF THE CALCIUM & MAGNESIUM
CONCENTRATION, BOTH EXPRESSED AS CALCIUM CARBONATE, IN MG/L. THE
HARDNESS MAY RANGE FROM 0 TO HUNDREDS OF MG/L, DEPENDS ON THE
__ ^ -SOURCE AND TREAT O WHICH THE WATER HAS BEEN SUBJECTED.
- -'—' A`+SF�x`8 - '-- ��'`'��-`�`��'���ART! AB���,F�
MODERATELY HARD WATER: 70-140 MG/L MG/L = MILLIGRAM PER LITER
HARD WATER: 140-300 MG/L (1 grain/gallon = 17.2 MG/L)
SUBMITTED
^ .2-
Director - ELAP# 10323
PUTNAM COUNTY DEPARTMENT OF HEALTH
.DJV.TSION.:O1�7TR1i
T
w,• -_ ..� .t i. �t� ^w�.- w- +•+'rs —..�� .r.. ►. + ;_
GUARANTEE OF SUBSURFACE SEWAGE TREATMENT SYSTEM
RICHARD.BROWN
Owner or Purchaser of Building
OWNER
Building Constructed by
469 PEEKSKILL HOLLOW ROAD
Location - Street
ONE FAMILY RESIDENCE
73.
Tax Map
1 9.2
Block Lot
TOWN OF PUTNAM VALLEY
Town/Village
BROWN
Subdivision Name
#2
Building Type Subdivision Lot #
I represent that I am wholly and completely responsible for the location, workmanship, material,
construction and drainage of the sewage treatment system serving the above - described property, and
that is has been constructed as shown on the approved plan or approved amendment thereto, and in
accordance with the standards, rules and regulations of the Putnam County Department of Health, and
hereby guarantee to the owner, his successors, heirs or assigns, to place in good operating condition
any part of said system constructed by me which fails to operate for a period of two years
immediately following the date of approval of the "Certificate of Construction Compliance" for the
sewage treatment system, or any repairs made by me to such system, except where the failure to
operate properly is caused by.the.will.fibl..0 negligent a.ct.nfrh.e occupant of the building utilizing
system.
The undersigned further agrees to accept as conclusive the determination of the Public Health
Director of the Putnam County Department of Health as to whether or not the failure of the system
to operate was caused by the willful or negligent act of the occupant of the building utilizing the
system. r ----
Day 2? Year 99 Signature
Corporation Name (if corporation)
Address: 469 PEEKSKILL HOLLOW ROAD
PUTNAM VALLEY
State NEW YORK Zip 10579
Title: OWNER
Corporation NamLI(if corporation)
Address: 469 PEEKSKILL HOLLOW ROAD
. PUTNAM VALLEY
State NEW YORK Zip 10579
Form GS -97
11./29/99
PUT. COUNTY DEPT. OF HEALTH
GENEVA ROAD
BREWSTER, NEW YORK 10509
AL)AM STIEBLEING
RICHARD BROWN V UH 2
91
PRINTS
El
SPECIFICATIONS
C6
SHOP DWGS
SAMPLES
Cl
OTHER
DI YOUR USE
0 REVIEW
Q COMMENTS
COMMENTS:
ENCLOSED PLEASE FIND AS -BUILT SSDS REGARDING THE ABOVE MENTIONED.
FROM JOE_
BERG. rj• COPIES TO:
0
- - A.
Town
TM&I rr
. PUTNAM COUNTY DEPARTiNIENT OF HEALTH
DIVISION OF ENVIRONTIVIENITAL HEALTIJ SERVICES
FINAL SITE INSPECTION
3 —r— V. Z
Owner t>bt.,
Permit
Subdivision Lot
1. Seii•aae System Area
a. STS area located as per approved plans ...... .. ....................
b. Fill section - date of placement
3:1 barrier Lgth. Width Ava.Dpth
c. Natural soil not stripped ..................................................
d. Stone, brush, etc., greater than 15' from STS area..........
e. 100' from water course/wetlands .....................................
II. Sewage System
a. Septic tank size - 1,000 ..... <� 250 .... other ................
b. Septic tank installed level ...............................................
c. 10' minimum from foundation .........................................
d. Distribtuion Box
T—A I outlets at same elevation-water tested .................
2. Protected below frost ...........
3. Minimum 2 ft.Origin'al soil between box & trenches
Junction Box -p roperlyse t ... f .....................
1. Lena
gthrequirea 'jA�j Length installe�-
2. Distance to watercourse measured
3 �to
Installed according to plan .......................
0 .................
4. Slope of trench acceptable 1/16 -1/32" /foot .............
5. 10 ft. from property line - 20 ft.- foundations ..........
6. Depth of trench <30 inches from surface ..................
7. Room allowed for expansion, 100% .........................
8. Size of gravel 3/4 -1' /z" .diameter clean ....................
9. Depth ..q.
.... .............................................
g. Dosed Systems
P ump or Dos
I . Size o t pump c_Ta_m5e_r ...............................................
2. Overflow tank ............................................................
3. Alarm, visual/audio ...................................................
4. Pump easily accessible, manhole to grade .................
5. First box baffled .........................................................
6. Cycle witnessed by H.D.estimated flow/cycle ...........
111. House/B n
u' ildi 2
a. House locat&d per approved plans .................................. *
b. Number of bedrooms ......................................................
IV. Well
a --Well located as per approved plans ...............
b. Distance from STS area measured ft...........
c. Casing 18" above grade ..................................................
d. Surface drainage around well acceptable ... .. ...................
V. Overall Workmanship
a. Boxes properly grouted ..................................................
b. All pipes partially backfilled ..........................................
c. All pipes flush with inside of box ....................................
d. Backfill material contains stones <4" diameter ..............
e. Curtain drain & standpipes installed according to plan..
f. Curtain drain outfall protected & dir.to exist watercourse
g. Footing drains discharge away from STS area ...............
h. Surface water protection adequate ..................................
i. Erosion control provided ................................................
Pav 1107
CONNIMIENTS
reNO
a
rJ
I■
•
low
=53NNEW,
70
=
(400
?-O'd 111101
PUTNAM COUNTY DEPARTMENT OF IWALTH
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
REQUEST FORFINAL INSPECTION Fort Fill
PCHD Construction Permit 0 PV -5 -99
Trenchft—x . .
im
Located PEEKSKILL HOLLOW ROAD (T) MPE PUTNAM VALLEY-
Owncr/Applicant Name RICHARD BROWN: TM 73 •111cck 1 9.2
Lot
Formerly .—Subdivision Name BROWN
Subdivision Lot# 2
Is system fill completed? N/A Date
Is system complete? IF -S
Date 7 / 6T9 9
Is System constructed as per plans? YES
Is well drilled) ) YES 7/6/99
Date,
Is well IwAted as per plans? YES
Are erosion control measures in place?YES
I certify that the system(s). as listed, at the ab6ve premises has been constructed and I have
inspected and verified their completion inaccardwe-with the issued PCHO Constriction. Pe
Putnam County Ing 6
of Health.
Date: 7/13/99
.Certified by:JOEL GREENBERG - PE
Design Profc3sional
Addrcss2 MUSCOOT RD. NORTH 11056
KA"HOPK-C-jN.)F.71 0541- -
Comments: PLEASE INSPECT AS SOON AS POSSIBLE
001,
RAX
FOR- MADAm EIGENE
Form FIR-99
UU
yO L MtGo, ArchQlect
7UwMmwotRosvdNdrlh
htaho air N New York 10541
42641"asJost off-611-1667
Os
` r; n
10'd LO8Z 8Z9 bi6 b1:b1 6661- £1 -inf
PUTNAM COUNTY DEPARTMENT OF HEALTH
IVISION.OF ENVIRONMENTAL HEALTH SERVICES
CONSTRUCTION PERMIT FOR SEWAGE TREATMENT SYSTEM
PERMIT # I �_. ��
Located at PEEKSKILL HOLLOW ROAD
Subdivision nameBROWN Subd. Lot # 2
Date Subdivision Approved . 12 / 7 / 9 8
Town & OF PUTNAM VALLEY
Tax Map 7 3. Block 1 Lot ) n -n-,
Renewal Revision R C). -2--
Owner /Applicant Name RICHARD BROWN Date of Previous Approval
P.O. BOX 226,-469 PEEKSKILL HOLLOW ROAD
Mailing Address pUTNAM VALLEY, NEW YORK Zip
Amount of Fee Enclosed $300.00
016167"o
Building Type (1 ) FAM . RE S - Lot Area 3.0 ACIVo. of Bedrooms 4 Design Flow GPD 8 0 0
Fill Section Only Depth Volume
PCHD NOTIFICATION IS REQUIRED WHEN FILL IS COMPLETED
Separate Sewerage System to consist of 12 5 0
gallon septic tank and
�p OF 2 FT. WIDE LEACHING TRENCHES
Other Requirements:
To be constructed by NOT SELECTED Address
Plarlic.Sunply From Address
or: X Private Supply Drilled by NOT SELECTED Address
444 LF
I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the
separate sewaa treatment system described above will be constructed as shown on the approved amendment thereto 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 Public Health Director will 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 treatment system during the period of two (2) years
immediately following the daaAof the issuance of the approval of the Certificate of Construction Compliance of the original
system orany� airs theret j
License # 11056
APPR VED OR eONSTRUCTION: This approval expires two years from the date issued unless construction of the
sewage treatment system has been completed and inspected by the PCHD and is revocable for cause or may be amended or
modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires
a new p it. Ap roved for disc arge of domestic sanitary sewage only.
By: Title: Date: 3 $
White copy - HD File; Yellow copy - uilding Inspector; Pink copy - Owner; Orange copy - Design Professional
Form CP -97
PUTNAM COUNTY DEPARTMENT OF HEALTH
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
T(Q CONS6_ U T A WATER WELL
_ $ PLe�I��. -
please print or type - PCHD Permit # r` {f�
Well Location:
Street Address: Town/Village Tax Grid # P �0
PEEKSKILL HOLLOW
Map 7 3, Block 1 Lots) go
Well Owner:
Name:
Address: P.O. BOX 2 2 6 , 469 PEEKSKILL HOLLOW
RICHARD BROWN
PUTNAM VALLEY, N.Y. 10579
Use of Well:
x Residential Public Supply Air /Cond/Heat Pump Irrigation
1- primary
Business Farm Test/Monitoring Other (specify)
2- secondary
Industrial Institutional Standby
Amount of Use
Yield Sought 5 gpm # People Served 4 Est. of Daily Usage 33 0 gal.
Reason for
Replace Existing Supply Test/Observation Additional Supply
Drilling
X New Supply (new dwelling) Deepen Existing Well
Detailed Reason
,W HOuSr
for Drilling
Well Type
X Drilled Driven Gravel Other
Is well site subject to flooding? ................................................. ............................... Yes No X
Is well located in a realty subdivision? ...................................... ............................... Yes X No
Name of subdivision BROWN Lot No. 2
Water Well Contractor: NOT SELECTED Address:
Is Public Water Supply available to site? .................................. ............................... Yes No
Name of Public Water Supply: N/A Town/Village N/A
Distance to property from nearest water main: N/A
Proposed well location & sources of contarnii atio to be provid d on separate sh et/plan.
ZY
PERMIT TO O TRIJ T A WATER WELL
This permit to construct one water well as set orth above, is granted under provisions of Article 10 of the
Putnam County Sanitary Code and 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 or their designated
representative 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. 3) Submit a Well Completion Report on a form
provided by the Putnam County Health Department. During all well drilling operations, the applicant and/or
well driller shall take appropriate action to assure that any and all water and waste products from such
well drilling operations be contained on this property and in such a manner as not to degrade or otherwise
contaminate surface or groundwater.
APPROVED FOR CONSTRUCTION: This approval expires two years from the date issued unless
construction of the well has been completed and inspected by the PCHD and is revocable for cause or may be
amended or modified when considered necessary by the Public Health Director. Any revision or alteration
of the approved plan requires a new permit. Well to be constructed by a water well driller certified by Putnam
County.
Date of Issue Permit Issu' g Official:
Date of Expiration o cn Title: 07V �K"
Permit is Non- Transfer able
White copy - HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller
Form WP -97
RD.
1.t ...... ..fig,
14- 16- 4(9 /9i) -Tex1 12
617.20
rifto ir:T I.D. NUMRiiR
I !.Ir_rt
!" - "' �. JIIItO bltVtrOIIIUWtl11 Qualily Review
1 SHORT ENVIRONMENTAL ASSESSMENT FORM
Sor UNLISTED ACTIONS Only ;.
PART 1. - PROJECT INFORMATION (To be conmle(ed by Almlicant or proiec:t Sponsor)
1. APPLICANT /SPONSOR -.
2. PROJECT NAME
RICHARD BROWN
RICHARD BROWN
I PROJECT LOCATION:
Municipality TOWN OF PUTNAM VALLEY County PUTNAM
4. PRECISE LOCATION (Street address and road intersection, prominent landmarks, etc., or provide map)
PEEKSKILL HOLLOW ROAD
3. IS PROPOSED ACTION:
M3 New. El Expansion ❑ Modification /Altcrnliolt
6. DESCRIBE PROJECT BRIEFLY:
NEW HOUSE
1. AMOUNT OF LAND AFFECTED: .
Wdally_ 3 .0 0 !acres Ultimately 3 .0 0 acres .
S. WILL PROPOSED ACTION COMPLY WITH EXISTINO ZONING OR OTHER EXISTING LAND USE RESTRICTIONS?
Yes O No R No, describe briefly
9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT?
IN Residential 13 Industrial O Commercial O Agriculture ❑ Parlgf;Drest /Open Space O Other
Describe:
to. DOES ACTION INVOLVE A PERMIT-APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY QTHER GOVERNMENTAL AGEN(
FEDERAL, STATE OR LOCAL)? ..<
M Yes O No If yes, list agency(s) and penniyapprovals
PUTNAM COUNTY HIGHWAY DEPT. & PUTNAM VALLEY BUILDING DEPT.
11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL?
O Yes Y6] No If yes„ list agency nalne mid penniyapprovat -�
12 AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT /APPROVAL REQUIRE MODIFICATION?
0 Yes I No
ION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE
CERTIFY T THE INFOR:OWN
Applicant/ nsor N e:_ I CHARD Date: 2/22/99
Sign :. PROJECT ARCHITECT
Z IV
if 'the action is in the Costal Area, and you are a state agency, complete
the Costal Assessment form before proceeding with this assessment
.. w
r
PART 11- ENVIRONMENTAL ASSESSMENT (To be completed by Agency)
A. DO1?S ACTION fiX('PRI) ANY TYI'Ii 1 T1IRFSI101.1) IN 6 NYC'RIt, PAlt'f 617.4? If yeti, svwndinntr. tlir. revi w In,w� tiv and iiu :Ih�+ I t.li,l. IdAI .
0 Yes O No
B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTION IN 6 NYCk PART 617.61 If No, a negative
declaration tray be superseded by another involved agency.
O Yes .O No
C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWINO: (Answers may be handwritten, if legible)
C1. Existing air quality, surface or groundwater quality or quantity, noise levels, existing traffic patterns, solid waster production or
disposal, potential for erosion, drainage or flooding problems? Explain briefly:
C2. Aesthetic, agricultural; archaeological, historic, or other natural or cultural resources; or community or neighborhood character? Explain
briefly:
C3. Vegetation or fauna, fish, shellfish or wildlire species, s9gnifrcant habiEats, or threatened or endangered species? Explain-briefly:
C4. A community's existing plans or goals as officially adopted, or a change in use or intensity of use of land or other natural resources?
Explain briefly:
CS. Growth, subsequent development, or related activities likely to be induced by the proposed action? Explain briefly:
C6. Long term, short tenn, cumulative, or other effects not identified In Cl -05? Explain briefly: '
C7. Other hnpacts (fncltid'utg changes in use of either quantity or type of energy)? Explain briefly:
D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF
A CEA?
0 Yes O No
E IS THERE, OR IS THERE LIKELY TO EE, CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS?
❑ Yes O No if Yes, explain briefly:
PART III hr;l'ItI MINATION ()1! sl(INII1(.'ANCI( (To Ix'. clin►pleled by Agency)
IN,S "I'ItI1C'1'IONti: Vol. 4u101 1111veltir.I:l1'ect iden►ifilvl Axwe, (1rlelIIIhot whi:lht•i it is xuDaanlinl, I:nli, inyMal:u11 in 41111riwiue Agnil'icanl. I uh
efflxi should be t►ssc�sed in clinnellon with its (a) sUlfn (b.e. urban or nund): (b) In,)ll:ibili� or occniring; (c) duration; (tl) irn vaubility;
+�� r:'i r1 r+ ir! 9r�•. (s- Oh:•, +f:• --. i c n .. 1 „ . 9 : . .. ;'. . _
< -_ .,.._. ¢ .. fa. .y a,.., «.t..� _�3y1�latlt< -.- •rs_ ai:..�, GV.i. ?.ul iiii►Cnt;, d. it C.Isa,t; fm[ Gt1) liiiliitlellliUlltilltl 'titIfI1CICIlIy
dclall to show thal all relevant adverse impacts have been identified and adequately ntldrezed. it question D of Part It was checked yes, the
defennbtation and significance must evaluate the potential unpact.
Check this box if you have identified one or more potentially large of signifcant adverse impacts which MAY occur. ?hen proceed
dfredly to the FULL EAP and/or prepare n positive decl arati oil.
O . Check this box if you have detennined, based on the information mid analysis above and arty supporting docunientatio», that the proposed
acldon WILL NOT result in any significant adverse environmental Impacts AND provide on attachments as necessary, the reasons
supporting Vds. determination: ,..
Name of Lead Agency
Print or Type Name of Responsible Office in Lead Agency Title or Rtwponsilibe Officer
Signature or Responsible Officer In Lead Agency signature or Preparer (ir (different rroni responsible (Iffieer)
PUTNAM COUNTY .DEPARTMENT OF HEALTH
JS-10 -T. O r
evI MENTAL F� dTA � E ,
LETTER OF AUTHORIZATION
RE: Property of RICHARD BROWN- -
Located at PEEKSKILL HOLLOW ROAD
T/V PUTNAM VALLEY
Subdivision of
Subdivision Lot # _
Gentlemen:
2
Tax Map # 73 Block.:. 1 Lot P/O 90
BROWN
Filed Map # 2778 Date Filed 2/24/99
This letter is to authorize JOEL GREENBERG
a duly licensed Professional Engineer"", or Registered Architect .. x to apply for the required
wastewater treatment and/or water supply permits) to serve the above -noted property in accordance
with the standards, rules or regulations as promulgated by the Public Health Director of the Putnam
County Health Department, and to sign all necessary papers on my behalf in connection with this
matter and to supervise. the construction of said wastewater tretment and/or water supply systems in
661hf6 fiW with the pf 6 v—i s-i 6--h-s—bf 1aticie`i 5 and/or 14 of t 1✓- cu dtioa -La w-,:triZ, - --
Law, and the Putnam CouAty, Sanitary Code.
Very truly yo
�. one
0 Signed:
P.E. , # (Owner of Property)
ail' g A dress TH Mailing Address: P.O. BOX 226, 469 PEEKSKILL
Op NF-%q HOLLOW ROAD
MAHOPA PUTNAM VALLEY
State N.Y.
Telephone
Zip 10541
628 -6613
State N.Y. Zip 10579
Telephone: 528 -2940
Form LA -97
,
PUTNAM COUNTY DEPARTMENT OF HEALTH
DIVISION OF ENVIRONMENTAL HEALTH
.._ _:-..._ INDiVIDUAL�VATIyR .SI1PPJaY�,:SsL'.BC ?JIi.F.aCF- SEA• YA, �''. E_ ,- ��,- .c^�r..TSk�,�Ta-�,,a�1S:. ��.,�:...s:�.:_.•::;.:s �- �::•.;::::: -�,
... _.. - -__. ...... Y:_.1y. ;,,.. y.,: .r. V:- sc: ..c- •ax.- .,..a.:.•o,:- .o•,.a•.: ., ,.a,y �..at.,y c. -.: -.. -
"`' ' •"°- "`'� "'` o. " - REV(I(EW SHEET FOR CONSTRUCTION PERYIIT
STREET LOCATION 1`l��C�G��` ►+^��� NAME OF W ER����`�
?
3 �9
REVIEWED BY /���/ DATE 9 TAX MAP, #
Y DOCUMENTS
/ PERMIT APPLICATION
WELL PERMIT Wife PWS LETTER
LETTER OF AUTHORIZATION
DESIGN DATA SHEET (DDS)
CORPORATE RESOLUTION
SHORT EAF
PLANS - THREE SETS
1PUSE PLANS - TWO SETS
VARIANCE REQUEST
SUDIVISION
tLEGAL SUBDIVISION
DIVISION APPROVAL CHECKEDC RATE L REQUIRED - DEPTH
CURTAIN DRAIN REQUIRED STANDPIPES
GENERAL
LOCATED IN NYC WATERSHED
LANS SUBMITTED TO DEP
LEGATED TO PCHD
DEP APPROVAL, IF'_REQ'D, _
P CS WITNESSED, IF REQ'D
X- APPROVAL SSDS ADJ. LOTS
WETLANDS (TOWN/DEC PERMIT REQ'D ?)
DATA ON DDS PLANS & PERMIT SAME
PRE 1969 NEIGHBOR NOTIFICATION
LETTER BI/ZBA
100 YR. FLOOD ELEWATION
OTHER REQ'D PERMIT(S)
REQUIRED DETAILS ON PLANS
SEWAGE SYSTEM PLAN - (NORTH ARROW)
SSDS HYDRAULIC PROFILE�GRAVITY FLOW
160-NSTRUCTION, NOTES
SIGN DATA: PERC & DEEP RESULTS
pod ONTOURS EXISTING & PROPOSED
DRIVEWAY & SLOPES, CUT
FOOTING /GUTTER/CURTAIN DRAINS
COMMENTS:
Y �.
ROSION CONTROL:HOUSE,WELL; SSDS
PERC & DEEP HOLES LOCATED
PRESENTATIVE OF PRIMARY & EXPANSION
loo CATION MAP
P. AREA; SHOWN; GRAVITY F OW, SUFF.SIZE
IF PUMPED, PIT & D BOX SHO & DETAILED
HOUSE - NO.OF BEDROOMS
WELLS & SSDS'S W/IN 200' OF POSED SYS.
PROPERTY METES & BOUNDS
HOUSE SETBACK NECESSARY (TIGHT LOT) 12 50
HOUSE SEWER - 1/4" FT. 4 "0; TYPE PIPE
NO BENDS; MAX.BENDS 45° W /CLEANOUT
FILL SYSTEMS
CLAY BARRIER
10- FT. HORIZONT ,SOPE L 3:1 TO GRADE
ILL SPECS FILL NOTES
TION NOTE
VOLUME
PILL IN EXPANSION AREA
6F TR__ENCH RO
PVIDED �� 1 60 FT MAX.
P1 6 ALLEL TO CONTOURS` '
100% EXPANSION PROVIDED
SEPARATION DISTANCES SPECIFIED
ON PLAN - FROM SSTS
10' TO P.L., DRIVEWAY, LARGE TREES, TOP OF FILL
20' TO FOUNDATION WALLS IYWELL TO PL
100' TO WELL, 200' IN DLOD, 150' PITS
100' TO STREAM WATERCOURSE LAKE (inc. expan)
50' TO CATCH BASIN, 35' STORMDRAIN, PIPED WATER
10' TO WATER LINE (pits -20')
50' INTERMITTENT DRAINAGE COURSE
200'/500' RESERVOIR, ETC. _150' GALLEY SYSTEMS
f� 'min to CDS= >5 %,10'- 4 %,25'- 3 %,30'- 2 %,35'- 1%,100' - <I%
�Ornin to CD discharge /I00'with 182 cons day discharge
SEPTIC TANK
10' FROM FOUNDATION; 50' TO WELL
FORM ST -2
PUTNAM COUNTY DEPARTMENT OF HEALTH Lot #2
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
. - -yr.Y ... r . • u. - --..ti n...- x .. � �e .. e.- > - r _ r .. �.... .-r .. .. , ... _ �...r r.. ..y! -�n..a .a.. ._ _ _.+v <u .ter -'•��- - r � . -♦ -. .
DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM
Owner Ddnald & Richard Brown
Located at (Street)
Address 617 Peekskill Hollow Rd.
Peekskill Hollow Road
Putnam Valley, N.Y 10579
Tax Map 7 3 Block 1 Lot 9 0& 91
(indicate nearest cross street)
Municipality Town of Putnam Valley Watershed Hudson River
SOIL PERCOLATION TEST DATA
Date of Pre - soaking 4 /14 / 9 8 Date of Percolation Test 4/15/98
Depth to Water Vater
r G ou d e tt
E om r , n L vel Percola on
e EIa
Time . Surface (Ynches) nro Jn Rate
Hole No Run No Start Sto �Nhn) Stan Stap Inches Min/Inch:
..::..;:::..
1 l 3:05 -3:33 28 22.5 " - 25.5" 3 28/3= 9.3
2 3:34 -4:02 28 22.5 " - 25.5" 3 28/3 = 9.3
3 4:04 -4:32 28 22.5 " - 25.5" 3 28/3= 9.3
4
5
22. 3:08 -3:35 27 2" -25" 1 3 27/3 =9
2 3:36— 4:03 275 2" -25" 3 27/3= 9
3 4:06 -4:33 27 2" -25" 3 27/3= 9
4
5
1
3
4
5
NOTES: 1.
Tests to be repeated at same depth until approximately equal percolation rates are obtained at
K
each
percolation test hole. (i.e. s 1 min for 1 -30 min/inch, s 2 min for 31 -60 min/inch) All data to be
submitted for review.
Depth measurements to be made from top of hole.
Form DD -97
TEST PIT DATA 2
DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES
- r,� �..n __. __, n" ---•'C ,. � - .r `ir_.. - „_`LcC:.,.: :.w; ,. �aat.... ;- o-;, {r'r•.xr al.- ..r. 1 �w :a•:r . ..a,� .. ... =lc--� :- i'•_; :�,-o ..
DEPTH HOLE NO. HOLE NO. 2 HOLE NO.
G.L. Top Soil -(4 ") Top Soil -(g")
0.5' Medium Brown Medium Brown
Sandy Loam Sandy Logm
1.5'
2.0' Sandy Logm Sandy Logm
2.5'
3.0'
3.5'
4.0'
4.5'
5.0'
..6.0
6.5'
7.0' �!
7.5'
8.0'
8.5'
9.01.
9.5'
10.0'
Indicate level at which groundwater is encountered None
Indicate level at which mottling is observed None
Indicate level to which water level rises after being encountered N/A
Deep hole observations made by: Joel Greenberg Date 4/15/98
Design Professional Name: Joel Greenberg
Address: 2 Muscoot Rd. North
.,4g.hopac,N.Yn10541 A
Signature:
Design Msional's Seal
/BRED 4R�
ftEN:E GR� m0
Q o 0
-4
it
0• o11og6�0
OF NF-
r U 1 tr A1V1 1, V U 1� l Y Ll'�t'A.K 11Vll.lr 1 V1' t1LAL l ri
• DIVISION OF ENVIRONMENTAL HEALTH SERVICES
APPLICATION FOR APPROVAL OF PLANS FOR
A WASTEWATER TREATMENT SYSTEM
1. Name and address of applicant: RICHARD BROWN
P.O. BOX 226, 469 PEEKSKILL HOLLOW ROAD
PUTNAM VALLEY, NEW YORK 10579
2. Name of project: RICHARD BROWN 3. Location TIV: TOWN OF PUTNAM' VALLEY
4. Design Professional: JOEL GREENBERG, R.A.S. Address: 2 MUSCOOT ROAD NORTH
6. Drainage Basin: _ HUDSON RIVER MAHOPAC, NEW-YORK 10541
7. Type of Project:
X Private/Residential Food Service Commercial
Apartments Institutional Mobile Home Park
Office Building Realty Subdivision Other (specify) .
8. Is this project subject to State Environmental Quality Review (SEAR)?,
Type Status (check one) ...................... ............................... Type I Exempt
Type II Unlisted x .
9. Is a Draft Environmental Impact Statement (DEIS) required? ......................... No
10. Has DEIS been. completed and found acceptable by Lead Agency? ............... N/A
11. of Lead Agency N/A
12. Js this project in an area under the control of local planning, zoning, or other
... .- . offi iah �r lYi t-iv g`� YES
13. If so, have plans been submitted to such authorities? .. No
..... .. .:.........................:...
14: Has preliminary approval been granted by such authorities? Date grtanted: N/AI
15: Type of Sewage Treatment System Discharge.... ............. surface water __x _groundwater
16. If surface water discharge, what is the stream class designation? ...... :.............. N/A
17. Waters index number (surface) ..............................:............ ............................... N/A
18. Is project located near a public.water supply system? ..:.... ............................... . No
19. If yes, name of water supply N/A Distance to water supply N/A
20. Is project site near a public sewage collection—or treatment system? ................ NO
21. Name of sewage system N/A Distance to sewage system N/A
22. Date test holes observed 4/15/98 23. Name of Health Inspector ADAM. STIEBELING
24. Project design flow (gallons per day) ................................. ...............................
25. Is State Pollutant Discharge Elimination System ( SPDES) Permit required ?... NO
26. Has SPDES Application been submitted to local DEC office? N/A
Form PC -97
27. Is any portion of this project located within a designated Town or State. wetland? . NO > '
28. Wetlands ID Number .......:.....:............................................ ............................... N/A
29. Is Wetlands Permit required? ...................................... : ....................................... . NO
%Ias appi cation been made to Town or Local DEC office? ............................... N/A
30. Does project require a DEC Stream Disturbance Permit? ... ...................:.......... NO
31. Is or was project site used for agricultural activity involving application of
pesticides to orchards or other crops, solid or hazardous waste disposal,
landfilling, sludge application or industrial activity? ............................ Yes/No
32. Is project located within 1,000 feet of existing or abandoned landfill,
hazardous waste site, salt stockpile, landfill, sludge disposal site or any
other potentially known source of contamination? ............................... Yes/No
DESCRIBE:
NO
NO
33. Is there a local master plan on file with the Town or Village? ......................... YES
34. Are community water and/or sewer facilities planned to be developed within
15 years in or adjacent to project site? ................................ ............................... _ 140
35. Are any sewage treatment areas in excess of 15% slope? . ...............................
NO
36. Tax Map ID Number .......................... ............................... Map 7 3. Block 1 Lot P /0 .90
37. Approved plans are to be returned to ..... Applicant x Design Professional
NOTE: All applications for review and approval of a new SSTS to be located within the NYC Watershed shall
be sent to the Department, and reed not be wnt iii dUpp',c c to the DEF; i l0hour, 4r� nrni�rt.moa.FWr• +�y, � L'�� _
approval of the SSTS~prior to final approval by the Department. Projects within the watershed may also
require DEP review and approval of other aspects of a project, such as stormwater,plans or the creation of
impervious surfaces, and the project applicant should obtain,the appropriate forms for such activities from
DEP and submit those forms to DEP for review and approval:
If the application is signed by a person other than the applicant shown in Item 1.,the application must
be accompanied by a Letter of Authorization (Form LA -97). Failure to comply with this provision
may be grounds for the rejection of any submission.
I hereby affirm, under penalty of perjury, that information provided on this form is true
to the best of my knowledge and belief. False statements made herein are punishable as
a Class A misdemeanor pursuant to Secdo445 of the Peltvqv.
SIGMA -TURFS A OFFICIAL TITLES.
OWNER
Mailing Address: ......... P.O. BOX 226, 4.69 PEEKSKILL HOLLOW ROAD
PUTNAM VALLEY, N.Y. 10579
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