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631- 589 -8100
62.17-3-8
BOX 25
IL
1.%% L
16 L
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F
02985
Public Health Director
DEPARTMENT
1 Geneva
Brewster, New
OF HEALTH
Road
York 10509
1 a ra M 1 1�
Associate Public Health Director
Director of Patient Services
ATTENTION: o ADAM STIEBELING ❑ GENE REED
All information below must be "IIl completed prior to any scheduling. DATE: �,V _ ,�5 •
ENGINEER OR FIRM: DRK Consulting Engineers PHONE #: (914) - 248 -7726
2 Dale Avenue, Somers, NY 10589
REASON:
DEEPS: ff"' PERCS: ❑ PUMP TEST: ❑
ROAD /STREET:
TOWN: TAX MAP #: s
SUBDIVISION: LOT #:
00- wo! sim-79 8 M7111 "�@ W—lQu
YES NO
❑ W _ Proposed SSTS within the drainage basin of West Branch or Boyds. Corner Reservoirs.
V ' G� I Li vuu, iiaefrvu ���ii1 %'J1 °:viuvi 5.0 l7ilt�.'
❑ 2. Proposed SSTS within 200 feet of a watercourse or a DEC wetland.
❑ ra-' Proposed SSTS design flow greater than 1000 gallons /day or SPDES Permit required.
❑ 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 NYCDEP project status (Joint or Delegated) based on the
response. If you answered yes to any of the questions, NYCDEP must witness the soil testing. This
Department will coordinate a mutually suitable time for field testing with the PCDOH, the Design
Professional and W CDEP.
If a project has been determined to be Delegated based on the above response and then subsequent
information indicates NYCDEP is required to witness the soil testing, it will be the sole responsibility
of the design professional to schedule re- witnessing of the soil testing with NYCDEP.
FOR COUNTY USE ONLY
DATE: TWE:
COMMEWS:
(FMLDTEST)
Sheet of ..
PUTNAM COUNTY DEPARTMENT OF HEALTH
` r :.�T -V ?��� ;;..,,�c`C,� ^, `��•'�T�,'Sj CS z��"a�'v+. --, '."� 1 } _[t),�'S7e"C�� .., lry
� Dt:�L'►r'x�'/'r��h:!'�4'"^�a�1
FIELD ACTIVITY °REPORT.
NAMF,
R.
Street Town : State
PERSON IN CHARGE ! '
X lt'
Zip
Name nd Title
TYPE OF FACILITY:
FINDINGS:
t ifO
HR
Ott
1NSPFf'.TORg TFT ,
Signature and Title.
RFPCIRT- RFC:F.TVF.D BY.,
I acknowledge receipt of this report: SIGNATURE;
02/96 Title:
Donald R.Knapp,,P.E.
.. :,..�:, «•• a.�- a<io�r'..�,.��..,ti. -+a «v�::;; ,a:- .....:..,..�.. s- .n.•- :- �..:,.y r.� -.m _ m+... •�;;r arcr,...e..:�ini�s': ; +:�:.:
2roDale Avenue, Somers, NY 10589
914 - 248 -7726
LETTER OF
TRANSMITTAL
TO: Putnam County Department of Health
1 Geneva Road
Route 312
Brewster, New York 10509
N
'Vo are sending: _ attached
l plans
❑ specifications
❑ shop drawing
x reports
❑ under separate cover (3 FAX
❑ approval of subcontractor
❑ order on contract
❑ samples
DATE: 9/26/2005 1 JOB NO.
RE: 845 7526 -9518
Steven and Helena Knapp
56 Ridge Road r
' Putpam Valley,. NY 10579
Section: 62.17
Lot: 8:
❑ photograph
❑ copy of letter
❑ FORM
n
Block: 3
..-. ... /1 tc _.. �«- r.— .�„.-- ._.__. _ ..� .:...: -� . n - _ _ .- � _ - ... _.i.�_ � e.: .�._- _.e �-... �� "_ .moo •.�.` �.._ _ ... .
.. " �YSL�. LS.::.... r.•.... .,....f��'+.- .�- +R:- ...�'s�cix° E.r}'.,..... -.a ... -....- - -.. .. 'mss ..... r...��. -�.. UEJ(.I�IP 11�......+ ' -ter �
I
4
2
2
1
3
2
2
2
2
❑ Continued on the attached sheet
# 0062103870 Chase Bank check #0034900883 and # 0034901079 in the amount of $100 and $380.00 to Putnam County Health
Department for septic system
Septic Plan
Soils Report
Architectural House Plans
Survey
Construction Permit Application
Letter of Authorization
Engineering Report
EAF short form
Town of Putnam Valley bed room count letter
THESE ARE TRANSMITTED AS NOTED BELOW:
X for approval ❑ no exceptions taken
❑ for information ❑ note comments
❑ for action ❑ for correction
❑ as requested ❑ for review and comment
❑ resubmit copies for approval
❑ resubmit copies for distribution
❑ return corrected print
A
d-
2 Dale Avenue, Somers, NY 10589
914-248-7726
LETTER OF
TRANSMITTAL
TO: Putnam County Department of Health DATE: 10/15/2005 JOB NO,
I Geneva Road
Route 312
Brewster, New York 10509
RE: 845-526-9518
Steven and Helena Knapp
56 Ridge Road
Putnam Valley, NY 10579
Section: 62.17 Block: 3
Lot: 8:
We are sending: _ iftached ❑ under separate cover ❑ FAX
x plans ❑ approval of subcontractor ❑ photograph
❑ specifications ❑ order on contract ❑ copy of letter
❑ shop drawing ❑ Samples ❑ FORM
X reports ❑
-
COPIES 7 _0
4 Septic Plan
2 Engineering Report with pump data
❑ Continued on the4tached sheet
THESE ARE TRANSAITTED AS NOTED BELOW:
X for approval
❑ for informatri
❑ for action
❑ as requesti
❑ no exceptions taken
❑ note comments
❑ for correction
❑ 1 for review and comment
❑ resubmit copies for approval
❑ resubmit copies for distribution
❑ return corrected print
0
O
Putnam and Westchester Counties, New York
.._ �. .. i "' - _ C.r� ^a:.�--. .r3cn r n.. ♦ r .wa «.>r�.�.a'•: ti... •cs`iz w7 r-. _ • s. r. ..-w cr•.••.`.. �irr y +•`r+y t. dl
Erosion hazard. Very. severe
Depth to bedrock. More than 60 inches
p,
29
Subsurface layer.
2 to 8 inches, dark.brown loam
Most areas are wooded.
Subsoil.
The slope is the main limitation on sites for dwellings
8 to 24 inches, dark yellowish brown sandy loam
Nith basements. Surface. stones also are a concern.
xtensive alterations are necessary to overcome these
Substratum:
imitations. Included areas and the nearby soils that are
24 to 60 inches, dark grayish brown sandy loam
ess sloping and that contain fewer surface stones are
that has thin lenses of loamy sand .
letter suited to dwellings.
The typical sequence, depth, and composition of the
The slope is the main limitation on sites for septic
layers of the Chatfield soil are as follows -
:ank absorption fields. The surface stones interfere with
he trenching for distribution lines and structures.
Surface layer.
xtensive alterations are necessary to overcome these
0 to 2 inches, very dark grayish brown loam
imitations. Included areas and the nearby soils that are
ess sloping and that contain fewer surface stones are
Subsurface layer.
)etter.suited to septic tank absorption fields.
2 to 7 inches, dark brown loam
The slope is the main limitation on sites for local
Subsoil.
•oads and streets. Land shaping and grading or
7 to 24 inches, brown flaggy silt loam
iesigning the roads so that they conform to the natural
dope of the land can help to overcome this limitation.
Bedrock.
,This soil is not suited to cultivated crops or pasture
24 inches, fractured granitic bedrock
)ecause of the stoniness and the slope.
The 'potential productivity of this soil for northern red
Included in mapping are areas of the moderately well
)ak is moderate. The equipment limitation and the
drained Sutton soils, the somewhat poorly drained and
iazard gf erosion are severe because of the slope.
poorly drained Leicester soils, and the poorly drained
planting seedlings early in the spring reduces the
and very poorly drained Sun soils. Sutton soils are
affects of summer droughtiness, which increases the
along drainageways and in concave interridge areas.
seedling mortality rate. Establishing logging trails across
Leicester and Sun soils are in shallow depressions and
he slope reduces_ the hazard of erosion.
along` drainage-ways. Also included are the poorly
a
..:... ;�. ,,_ ...la... .. .. 1:,�_..e '..:.:. a' ".a ..'...- _ -b "' :'.....,.,,... :..._........--
.'"i'F7':.•iV�V i:{nCf "tliv CSa�rll CiiiG`.eil�li�iJ ill' t11iS rliul
_
v�.r�T:'�1:�,9+ ?�n..�lfi •v!� I 1��'� e:!w�t -�... . ..-.. •. -�...
� _ �^}
imitations affecting recreational development. Extensive
excessively drained and well drained Hollis soils, and
alterations are necessary to overcome these limitations.
areas of soils that are similar to the Chatfield soil but
ncluded areas and the nearby soils that are less
are deep over bedrock. Carlisle'and, Palms soils are in
,loping and that contain fewer stones are better suited
closed depressions. Hollis soils are shallow over
o recreational development.
bedrock. They are in scattered areas throughout the
The capability subclass is Vlls.
unit but are mostly on ridgetops. The soils that are
similar to the Chatfield soil are in the western part of
Putnam County, in areas where the surface is extremely
CrG— Charlton - Chatfield complex, rolling, very
stony or bouldery. Included areas make up about 25
ocky. This unit consists of the very deep and
percent of the map unit and range to about 2 acres in
moderately deep, well drained and somewhat
size.
;xcessively drained Ghatfield soil and the well drained
'aharlton soil. It is on hilltops and hillsides that are ..
mderlain by highly folded bedrock. Slopes range.from 2
o 15 percent. Individual areas are highly irregular in
shape and range from 3 to 100 acres in size. They are
ibout 50 percent Charlton soil, 30 percent Chatfield
;oil, and 20 percent other soils and rock outcrop. The
ock outcrop covers 2 to 10 percent of the surface.
The typical sequence, depth, and composition of the
ayers of the Charlton soil are as follows—
Surface layer.
0 to 2 inches, very dark grayish brown loam
Properties of the Charlton soil—
Water table: At a depth of more than 6 feet throughout
the year
Permeability: Moderate or moderately rapid (0.6 -6.0 in/
hr) throughout the profile
Available water capacity. Moderate
Reaction: Very strongly acid to moderately acid
throughout the profile
Surface runoff. • Medium
Erosion hazard: Moderate
Depth to bedrock. More than 60 inches
30
Soil Survey
Properties of the Chatfield soil—
red oak is moderate. The shallow depth to bedrock in
Water table: At a depth of more than 6 feet throughout
the Chatfield soil and the areas of exposed bedrock
restrict the rooting depth of some tree species. Planting .
the year
Permeability: Moderate or moderately rapid (0.6-6.0 in/
early in the spring reduces the effects of summer
hr) throughout the profile
droughtiness. Establishing logging trails across the
Available water capacity: Low
p ty'
slope reduces the hazard of erosion.
The irregular topography, the shallow depth to
Reaction: Very strongly acid to moderately acid
bedrock, and the rock outcrop are limitations affecting
throughout the profile
Surface runoff. Medium
most kinds of recreational development. Some areas
Erosion hazard: Moderate
are suitable for hiking trails and bridle paths.
Depth to bedrock. 20 to 40 inches
The capability subclass is Vls.
Most areas of this unit in Putnam County are
Cs®-- Chatfield - Charlton complex, hilly, very
wooded. In Westchester County, many areas are used
rocky. This unit consists of the very deep and
for community development. Other areas are wooded or
moderately deep, well drained and somewhat
are used for pasture.
excessively drained Chatfield soil and the well drained
The major limitation on sites for dwellings with
Charlton soil. It is on the tops and sides of hills that are
basements is the moderate depth to bedrock in areas of
; underlain by highly folded bedrock. Slopes range from
the Chatfield soil and the rock outcrop. Also, because of
✓ 15 to 35 percent. Individual areas are highly irregular in
the irregular topography, careful investigation is needed
shape and range from 3 to 75 acres in size. They are
when potential dwelling sites are selected. Where
about 45 percent Chatfield soil, 35 percent Charlton
possible, dwellings with basements should be
soil, and 20 percent other soils and rock outcrop. The
constructed in areas of the very deep Charlton soil. The
rock outcrop covers 2 to 10 percent of the surface.
Chatfield soil is more suited to dwellings without
. The typical sequence, depth, and composition of the
Jbasements than to dwellings with basements. Erosion is
layers of the Chatfield soil are as follows —
a hazard during construction, especially on the steeper
Included in mapping are areas of the moderately well
slopes. Reestablishing a plant cover as soon as
Surface layer.
possible after construction and using mulch and siltation
0 to 2 inches, very dark grayish brown loam
„s basins can help to control erosion.
Subsurface layer:
' The moderate depth to bedrock in the Chatfield soil
- :.._ y
2 to 7 inches, dark brown loam
u v::^tiy� °� ^olr n_ ►rr�: iii t_b - Ttait? ! jlf'�S e� C In ,iYP =. ,-
for septic tank fields. The Charlton is
- - -� ,• --• � _ ..o
Subsoil._
,�,L absorption soil
better suited than the Chatfield soil to septic systems;
7 to 24 inches, brown flaggy silt loam
however, the depth to bedrock is variable throughout
Bedrock.
the unit. The irregular topography is also a concern
24 inches, fractured granitic bedrock
when sites for absorption fields are selected.
The variable depth to bedrock is the main limitation
The typical sequence, depth, and composition of the
on sites for local roads and streete ' The rock outcrop
layers of the Charlton soil are as follows—
also hinders land shaping and grading. Blasting or
Surface layer.-
ripping is necessary to remove the rock. Grading and
street locations should be planned to avoid the areas of
0 to 2 inches, very dark grayish brown loam
rock outcrop.
Subsurface layer.
These soils are unsuited to cultivated crops because
2 to 8 inches, dark brown loam
of the exposures. of bedrock. The use of machinery is
limited because of the uneven slopes. The soils are
Subsoil.
only poorly suited to permanent pasture. The short, .
8 to 24 inches, dark yellowish brown sandy loam
uneven slopes and the areas of exposed bedrock are
Substratum:
the main limitations: Both of these limitations interfere
24 to 60 inches, dark grayish brown sandy loam
with equipment use. Overgrazing is also a management
that has thin lenses of loamy sand
concern. It decreases the extent of desirable pasture
plants. Rotation. grazing, applications of fertilizer, weed
Included in mapping are areas of the moderately well
and brush control, and proper stocking rates increase
drained Sutton soils, the somewhat poorly drained and
the quantity and quality of feed and forage ..
poorly drained Leicester soils, and the poorly drained
The potential ptoductivity of these soils for northern
and very poorly drained Sun soils. Sutton soils are
r�
Putnam and Westchester Counties, New York
Erosion hazard: Very severe
Depth to bedrock: More than 60 inches
Most areas are wooded.
The slope is the main limitation on sites for dwellings
Nith basements. Surface stones also are a concern.
xtensive alterations are necessary to overcome these
imitations. Included areas and the nearby soils that are
ess sloping and that contain fewer surface stones are
)etter suited to dwellings.
The slope is the main limitation on sites for septic
:ank absorption fields. The surface stones interfere with
he trenching for distribution lines and structures.
xtensive alterations are necessary to overcome these
imitations. Included areas and the nearby soils that are
ess sloping and that contain fewer surface stones are
)etter. suited to septic tank absorption fields.
The slope is the main limitation on sites for local
-oads and streets. Land shaping and grading or
iesigning the roads so that they conform to the natural
;lope of the land can help to overcome this limitation.
This soil is not suited to cultivated crops or pasture
)ecause of the stoniness and the slope.
The potential productivity of this soil for northern red
)ak is moderate. The equipment limitation and the
iazard of erosion are severe because of the slope.
'lanting seedlings early in the spring reduces the
affects of summer droughtiness, which increases the
;ieedling mortality rate. Establishing logging trails across
he slope reduces the hazard. of erosion..
--:- i�;•siOricai�u-iiv ai7liiait'"�iU�'iCJ"dle i�IC'1i14i1�' "` -___ _,
imitations affecting recreational development. Extensive
alterations are necessary to overcome these limitations.
ncluded areas and the nearby soils that are less
:loping and that contain fewer stones are better suited
o recreational development.
The capability subclass is Vlis.
CrC= Charlton - Chatfield complex, rolling, very
ocky. This unit consists of the very deep and
moderately deep, well drained and somewhat
-xcessively drained Chatfield soil and the well drained
:harlton soil. It is on hilltops and hillsides that are
inderlain by highly folded bedrock. Slopes range.from 2
15 percent. Individual areas are highly irregular in
hape and range from 3 to 100 acres in size. They are
bout 50 percent Charlton soil, 30 percent Chatfield
oil, and 20 percent other soils and rock outcrop. The
)ck outcrop covers 2 to 10 percent of the surface.
The typical sequence, depth, and composition of the
iyers of the Charlton soil are as follows—
surface layer:
0 to 2 inches, very dark grayish brown loam
29
Subsurface layer:
2 to 8 inches, dark brown loam
Subsoil:
8 to 24 inches, dark yellowish brown sandy loam
Substratum:
24 to 60 inches, dark grayish brown sandy loam
that has thin.lenses of loamy sand .
.The typical sequence, depth, and composition of the
layers of the Chatfield soil are as follows —
Surface layer:
0 to 2 inches, very dark grayish brown loam
Subsurface layer:
2 to 7 inches, dark brown loam
Subsoil:
7 to 24 inches, brown flaggy silt loam
Bedrock:
24 inches, fractured granitic bedrock
Included in mapping are areas of the moderately well
drained Sutton soils, the somewhat poorly drained and
poorly drained Leicester soils, and the poorly drained
and. very poorly drained Sun soils. Sutton soils are
along drainageways and in concave interridge areas.
Leicester and Sun soils are in shallow depressions and
along drainageways. Also included are the, poorly.
"'"'diBiiiGti jtlilD, I"IG',Uiv4YYildl
. excessively drained and well drained Hollis soils, and
areas of soils that are similar to the Chatfield soil but
are deep over bedrock. Carlisle and Palms soils are in
closed depressions. Hollis soils are shallow over
bedrock: They are in scattered areas throughout the
unit but are mostly on ridgetops. The soils that are
similar to the Chatfield soil are in the western part of
Putnam County, in areas where the surface is extremely
stony or bouldery. Included areas make up about 25
percent of the map unit and range to about 2 acres in
size.
Properties of the Charlton soil—
Water table: At a depth of more than 6 feet throughout
the year
Permeability: Moderate or moderately rapid (0.6 -6.0 in/
hr) throughout the profile
Available water capacity: Moderate
Reaction: Very strongly acid to moderately acid
throughout the profile
Surface runoff.* Medium
Erosion hazard: Moderate
Depth to bedrock: More than 60 inches
I
4
ti
30
Properties of the Chatfield soil—
Water table: At a depth of more than 6 feet throughout
the year
Permeability: Moderate or moderately rapid (0.6 -6.0 in/
hr) throughout the profile
Available water capacity: Low
Reaction: Very strongly acid to moderately acid
throughout the profile
Surface runoff.- Medium
Erosion hazard. Moderate
Depth to bedrock: 20 to 40 inches
Most areas of this unit in Putnam County are
wooded. In Westchester County, many areas are used
for community development. Other areas are wooded or
are used for pasture.
The major limitation on sites for dwellings with
basements is the moderate depth to bedrock in areas of
the Chatfield soil and the rock outcrop. Also, because of
the irregular topography, careful investigation is needed
when potential dwelling sites are selected. Where
possible, dwellings with basements should be
constructed in areas of the very deep Charlton soil. The
Chatfield soil is more suited to dwellings without
Jbasements than to dwellings with basements. Erosion is
a hazard during construction, especially on the steeper
slopes. Reestablishing a plant cover as soon as
possible after construction and using mulch and siltation
*� basins can help to control erosion.
The moderate depth to bedrock in the Chatfield soil
b" and.'•.IrP_.:rv- „J 0il_afP tiha mein lirr�i�as�nr.,� nnyc�tQc_ _
for septic tank absorption fields. The Charlton soil is
better suited than the Chatfield soil to septic systems;
however, the depth to bedrock is variable throughout
the unit. The irregular topography is also a concern
when sites for absorption fields are selected.
The variable depth to bedrock is the main limitation
on sites for local roads and streets. The rock outcrop
also hinders land shaping and grading. Blasting or
ripping is necessary to remove the rock. Grading and
street locations should be planned to avoid the areas of
rock outcrop.
These soils are unsuited to cultivated crops because
of the exposures of bedrock. The use of machinery is
limited because of the uneven slopes. The soils are
only poorly suited to permanent pasture. The short,
uneven slopes and the areas of exposed bedrock are
the main limitations. Both of these limitations interfere
with equipment use. Overgrazing is also a management
concern. It decreases the extent of desirable pasture
plants. Rotation grazing, applications of fertilizer, weed_
and brush control, and proper stocking rates increase
the quantity and quality of feed and forage.
The potential productivity of these soils for northern
t�,
Soil Survey
red oak is moderate. The shallow depth to bedrock in
the Chatfield soil and the areas of exposed bedrock
restrict the rooting depth of some tree species. Planting
early in the spring reduces the effects of summer
droughtiness. Establishing logging trails across the
slope reduces the hazard of erosion.
The irregular topography, the shallow depth to
bedrock, and the rock outcrop are limitations affecting
most kinds of recreational development. Some areas
are suitable for hiking trails and bridle paths.
The capability subclass is Vls.
Cs®-- Chatfield- Charlton complex, hilly, very
rocky. This unit consists of the very deep and
moderately deep, well drained and somewhat
excessively drained Chatfield soil and the well drained
Charlton soil. It is on the tops and sides of hills that are
underlain by highly folded bedrock. Slopes range from
15 to 35 percent. Individual areas are highly irregular in
shape and range from 3 to 75 acres in size. They are
about 45 percent Chatfield soil, 35 percent Charlton
soil, and 20 percent other soils and rock outcrop. The
rock outcrop covers 2 to 10 percent of the surface.
The typical sequence, depth, and composition of the
layers of the Chatfield soil are as follows—
Surface layer:
. 0 to 2 inches, very dark grayish brown loam
Subsurface layer:
2 to 7 inches, dark brown loam
Subsoil. .
7 to 24 inches, brown flaggy silt loam
Bedrock.
24 inches, fractured granitic bedrock
The typical sequence, depth, and composition of the
layers of the Charlton soil are as follows —
Surface layer:
0 to 2 inches, very dark grayish brown loam
Subsurface layer:
2 to 8 inches, dark brown loam
Subsoil:
8 to 24 inches, dark yellowish brown sandy loam
Substratum:
24 to 60 inches, dark grayish brown sandy loam
that has .thin lenses of loamy sand
Included in mapping are areas of the moderately well
drained Sutton soils, the somewhat poorly drained and
poorly drained Leicester soils, and the poorly drained
and very poorly drained Sun soils. Sutton soils are
SHERLITA AMLER, MD, MS, FAAP
Commissioner of Health
. •r =i i.. r .-'..n ar 1;: � > -. • w. • ...M tt .. J ..0...H ....y... ..+. ..
LORETTA MOLINARI, RN, MSN
Associate Commissioner of Health
Donald Knapp, PE
2 Dale Avenue
Somers, New York 10589
Dear Mr. Knapp:
DEPARTMENT OF HEALTH
1 Geneva Road, Brewster, New York 10509
December 21, 2005
ROBERT J. BONDI
County Executive
Re: Proposed SSTS for Addition — Knapp
56 Ridge Avenue, (T) Putnam Valley
TM# 62.17 -3 -8
This office has received and reviewed the most recent set of plans for the above mentioned
project. We would like to offer the following comments for your review and consideration.
1. Equal distribution is required for a pump system (primary and expansion).
2. Separation distance between a septic system and a catch basin is 50 feet.
3. The force main route needs to be outside the SSTS area (system and expansion) and
needs to be a minimum of 10 feet off the property line. .
-4 :.... -_. R urrm chaml_`-Zr shove I-en :.�_e Wan ai loe a ±�� _- a ., SG ai. tarot.
5. Please clarify what wells are on the property and which well is being abandoned.
Also, a well abandonment application is required.
6. Deep hole # 3 was only 6 feet in depth, which requires one foot of fill over the entire
.system.
7. Pump calculations appear to be incorrect in the engineering report.
8. Are the pump chamber dimensions shown exterior or interior dimensions.
This office will continue its review upon consideration of the above mentioned comments. Please
feel free to contact me at ext. 2157 if any questions arise.
JSP:cj
Sincerely,
(Joseph S. Paravati, Jr.,
Assistant Public Health Engineer
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
b SHERLYTA A1V L E& MD, MS, FAAP
r
Commissioner of N•ealth
.z
LOREi TA Iv10LWAR1, RN, MSN
Associate Commissioner of &auh
DEPARTMENT OF HEALTH
1 Geneva Road, Brewster, New York 10509
ROBERT S. BONDI
County Executive
ADS AELLICATION RE�;i ,Nn Y, ONLY
a�arvtraua a uvy, %VA
NirMER OF EXISTING BEDI' OOMS_j_-�PROPOSEID # OF BEDROOMS_ -,_
(FROM. CBRT. OF OCCUPANCY OR CERTIFICATION FROM BUILDING INSPECTOR)
ip`Any addition which is considered a bedroom ruguires formal approval bf pleas (Construction permit)
prepared by a Pro%Nional Ender or Registc ed Architect in accordance with uppUcablc sections of the
Putuam County $unitary Code.
Brewster, NY 10509, Phone: (845) 278.6130.
1. ✓ Certiilud check or money order for $100.00.
2./. Sketches of existing floor plan (drawn to scale, sll Hui ng �a including basement)
3, ✓ Two sets of proposed floor plaza. (drawn to scale – with name, street and tax map #)
*Non- professional sketches are acceptable
4, Copy of survey showing well sad septic locations to the best of your knowledge.
Include date of installation if known. label all wells and septic systems within 200 feet
of the property line. Contact this office with any gaestions.
5. ✓ Copy of Certificate of Occupancy from Town or Certification from Building
Dept. with legal bedroom coast of dwelling.
O_ FFIC , I JSE
COMMENTS
Eavironmeotat Health (845) -478.6130 Fez (84S) 278 -7921
NmrAng 5ervicw (845) 278 -6558 MC (845) 278.6678 fax (845) 276.6085
1arly Iaterventloq /Preschool (845) 278 -6014 Fax (845) 279.6648
2i2:8 92LL8t72bi6t6 :0l Z26L- 8L2-S08 laddM AiNnoo WbN.ind:wc8j 0S:0i ,'n
SHERLITA AMLER, MD, MS, VAAP
Commissioner of Health
LORETTA MOLINARI, RN, MSN
Associate Commissioner of ealth
r
DEPARTMENT OF -HEALTH
I Geneva Road, Brewster, New York 10509
PUTNAM COUNTY DEPT. OF HEALTH
1 GENEVA ROAD
BREWSTER, NY 10509
To Whom It May Concern:
ROBERT 1, BONDI
County Executive
A- 302_ o
Re: " h1 -=' -F - . . .
Residence
TAX MAP# b 17
TOWN
According to records maintained by the Town, the above noted dwelling,
IS NOT
IN COMPLIANCE WITH TOWN CODE
LEGAL BEDROOM COUNT IS 37
This information has been obtained from:
CERTIFICATE OF OCCUPANCY:
OTHER:
Building Inspector
9 0-6
Date
CERTIFICATE OF OCCUPANCY Water Supply Section (845) 225-5186 Fax (845) 225-5418
Im
Environmental Health (845) 278-6130 Fax (845) 278-7921
Nursing Services (845) 278-6558 WIC(845)278-6678 Fax-(845)278-6085
Early Intervention/Preschool (845) 278-6014 Fax (845) 278-6648
9
i,
A- 4_
SHERLITA AML,ER,MID, MS, fAAP
" ° i.. ii%) ui�li� :Jiit) "bjie.'ls�iit- ...•'. °. '. -. �':`�-
LORETTA MOLINARI, RN, MSN
Associate Commissioner ofHealth
DEPARTMENT OF HEALTH
1 Geneva Road, Brewster, New York 10509
PUTNAM COUNTY DEPT. OF HEALTH
1 GENEVA ROAD -
BREWSTER, NY 10509 .
Re:
Residence
ROBERT.... BON DI
.�: t"`4iFmy-aecunve
TAX MAN
TOWN— P1)T-WVAjn VAL-LCI-7,
To Whom It May Concern:
According to records maintained by the Town, the above noted dwelling,
.is�. - -• - -� �_ . �. �._,__.. gN- C® 11' IPI .,,IAIl10E WITH TOWN - CODE.
IS NOT IN COMPLLkNCE WITH TOWN CODE
LEGAL BEDROOM COUNT IS 37
This information has been obtained from:
CERTIFICATE OF OCCUPANCY:
OTHER: P t t..__6
Building Inspector
Date
CERTIFICATE OF OCCUPANCY Water Supply Section (845) 225 -5186 Fax (845) 225 -5418
]m
Environmental Health (845) 278 -6130 Fax (845) 278 -7921
Nursing Services (845) 278 -6558 WIC (845) 278 -6678 Fax-(845) 278 -6085
PUTNAM COUNTY DEPARTMENT OF HEALTH
DIVISION OF ENVIRONMENT_ AL HEALTH SERVICES
:. t�, :,amc- "rs:57v= ri:'u:•�.va.+°a��• `. s::^, o—. u•-..... w'.": �' �. a•.:. v; c„ �' y' Fi> o�:• �a..��:,....�......'- '.w�:... �,a� „�✓�+= a.`- �.o`w�:.n+tY.'3i: cc""...o;:.vw"�” .. -�- . �•i::i:.:.::.::::.:,..- -
CONSTRUCTION PERMIT FOR SEWAGE TREATMENT SYSTEM
PERMIT #
Located at 1 56 R;dgP AVPn11P
Town q X4V?&e Putnam Valley
Subdivision name
,mp T0001-011t
Subd. Lot # 15 3 ,15''ax Map 69 1 7 Block 3_ Lot g
Date Subdivision Approved 1927
155, 156,57
enewal Revision
Owner /Applicant Name Steve -- -Knapp nand Helena Tan tDate of Previous Approval
Knapp
Mailing Address 56 Ridge Avenue Putnam Valley Zip 10579
Amount of Fee Enclosed _ $400.-00
Building Type C o n c Block Lot AreR • 8 7 6 No. of Bedrooms 4 Design Flow GPD 800
Fill Section Only —N A -- Depth Volume
Separate Sewerage System to consist of
1500
gallon septic tank and 1000 gallon
pump chamber with 444 linear feet of 24" wide septic trench
Other Requirements:
To be constructed by To be determined Address
Water Suonly: Public Supply From Address
_,_:.:' - ' =tip•' - ti���... 4rri��te "'Suppiy'i)ri�iledby`�`��: � s�t i n•����� ._:,:..:...�_ - �_- " .__.._. Aci�ress . .._._ .. � . . _..� . �._...r
I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the
separate sewage 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 op Fc any part of said sewage treatment system during the period of two (2) years
immediately following the a approval of the Certificate of Construction Compliance of the original
system or any repairs th �~ o�P�O R• �ti9 9�
Signed:
Address 2 D a 1 XV%,liv nue , _ S o AM// N V-1 0 5 8 9
072770 R- Ax_Date
License # 072770
APPROVED FOR CONS 1V approval expires two years from the date issued unless construction of the
sewage treatment system has been c eted 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. Approved for discharge of domestic sanitary sewage only.
Title:
Date:
White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional
Form CP -97
ff
LETTER OF AUTHORIZATION
RE: Propertyof Steven knapp and Helena -Tanttu -Knapp
]Located at 56 Ridge Anenue
TN Putnam Valley TaxMap.# 62.17 -3 -8
Subdivision of NA Camp L o o k o t
Block 3 Lot 8
Subdivision Lot # 153 t h r u piled Map # 121A Date piled S e p t ember 16,192 7
157
Gentlemen: '
This letter is to authorize
Donald R. Knapp
a duly licensed Professional ]Engineer New York - 072770 apply for the required
wastewater treatment and/or water supply permit(s) to serve the above -noted properly 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
`�oia %pity witnie provisions °o %article g�iidir 1 i oiYaieiuccrioin iaav; u=ubiYC gaea�n - __. _
]Law, and the Putnam County Sanitary Code.
Very truly yours,
Countersigned: 160NALD -A: XNAPP... Signed:
P.E. # 072770 ._ (owner of Property)
Mailing Address 2 Dale Avenue, Somers
State New York
.Zip 10589
Telephone: (914) 248 -7726
Mailing Address:
State �o,r EC Zip S
Telephone: ��2-L" 9.5 18
Form LA -97
PUTNAM COUNTY DEPARTMENT OF HEALTH
,�;� y �3C— ' "t,+se•�•r � ^'� �w�:�Z �= ''.T�Y.� tr,n • T ,.;� T Ia.7�.: �'� pt > �Iti,� ._ ..
-. - ..:.. . `. ; .��'1 �'' �i;11�r'�'�1'Y' ' �1� `1' �.'rV Y.� tiJL.:ii31 fi 1 �JU . ��1� 1 Jii ►.7�11u�� �1'' �'�.�L "`.- �" , •....`.
LETTER OF AUTHORIZATION
RE: Property of Steven knapp and Helena Tanttu -Knapp
Located at 56 Ridge Anenue
T/V Putnam Valley
Tax Map. # 62.17-3-8 B lock 3 - Lot 8
Subdivision of NA Camp Lookot
Subdivision Lot # ) 15 3 t h r u Filed Map # 121A Date Filed September .16 ,19 2 7
157
Gentlemen:
This letter is to authorize
Donald R. Knapp
a duly licensed Professional Engineer New York - 072770 apply for the required
wastewater treatment and/or water supply permit(s) 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
_. _ _. - coiifor YU�ty wits tae provisions oi�"1uzicie "F43_ €uri t'oT :li
Law, and the Putnam County Sanitary Code.
Countersigned: i DONALD K. 'KNAPP
P.E. # 'Q72770.,
Mailing Address
State New York
2 Dale Avenue, Somers
Zip 10589
Telephone: (914) 248 -7726
Very truly yours,
Mailing Address: 0.P L&
Telephone: ,L- q - C 8
Form LA -97
I" I r/
r.s M.d.,.rc .w . r -s .rl.: � 3• ^A L.� 1,-.5' -6S � CI.�" Vim' 4 • •..'- r,s•.•r �
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM
OWNER: STEVEN KNAPP
ADDRESS: 56 Ridge Road, Putnam Valley, NY 10579
PROPERTY DATA
LOCATED AT: 56 Ridge Road TAX MAP: 62.17 -3 -8 BLOCK: 3
MUNICIPALITY: Putnam Valley Section: 62.17 LOT: 8
DRAINAGE BASIN: Husdon River
DATE OF PER - SOAKING: 8/12/2005 DATE OF PERCOLATION TEST: 8/13/2005
HOLE
NO.
RUN
NO.
TIME
START STOP
LAPSED
TIME
(MINUTES)
DEPTH TO WATER WATER LEVEL
STOP START DROPINCHES
(INCHES) (INCHES) (INCHES)
PERCOLATION
RATE
MIN /INCH
1
1
6:30 PM 6:45 PM
15:00:00
23
20.00 3.00
5:00:00
30"
2
1 6:45 PM 7:05 PM
20:00:00
23
20.00 3.00
6:40:00
7:28 PM
3
7:05 PM 7:25 PM
20:00:00
23
20.00 3.00
6:40:00
4
7:25 PM 7:45 PM
20:00:00
23
20.00 3.00
6:40:00
3.00
5
5
2
1
6:35 PM
7:01 PM
26:00:00
23
20.00
3.00
8:40:00
30"
2
7:01 PM
7:28 PM
27:00:00
23
20.00
3.00
9:00:00
3
7:28 PM
7:55 PM
27:00:00
23
20.00
3.00
9:00:00
4
7:55 PM
8:22 PM
27:00:00
23
20.00
3.00
9:00:00
5
3
1
6:17 PM
6:40 PM
23:00:00
23
20.00
3.00
7:40:00
30"
2
6:40 PM
7:03 PM
23:00:00
23
20.00
3.00
7:40:00
3
7:03 PM
7:26 PM
23:00:00
23
20.00
3.00
7:40:00
4
7:26 PM
7:49 PM
23:00:00
23
20.00
3.00
7:40:00
5
NOTES: 1. TEST TO BE REPEATED AT SAME DEPTH UNTIL APPROXIMATELY EQUAL P E
OBTAINED AT EACH PERCOLATION TEST HOLE. (I.E. LT 1 MIN FOR 1 -30 M / L ,°
FOR 31 -60 MIN /INCH). ALL DATA TO BE SUBMITTED FOR REVIE ® V t}
Z
2. DEPTH MEASUREMENTS TO BE MADE FROM TOP OF HOLE.
3
Signiture: Livens er: �� 770
-ni iT1►1-!!�:�11i.��41 IAITl� .� R, �. :� i'tr �`i� L;; :t�l,- - - -
..._..- � - ..r - -- S:. •B:'� [ c __ r..'..' ..6'oC -i.E s! . •i�^'rr':. 1� Y` �0 a Iii` Y it ` ,m.]..» :r':,::,.....,.- P � . . + • ��... � . --...
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
TEST PIT DATA
DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES
DATE OF DEEP HOLE TEST: 10/11/2004
DEPTH
G.L
0.5'
1.0'
1.5'
2.0'
2.5'
3.5'
4.0'
4.5'
5.0'
5.5'
6.5'
7.0'
7.5'
8.0'
8.5'
. 10.0' -- - --
HOLE NO. 1 IHOLE NO. 2
HOLE NO. 3
HOLE NO.
Trees: ash, maples, spruce
8" TOP SOIL
8" TOP SOIL
8" TOP SOIL
fine silty light
fine sandy/silty-clay li
fine silty-clay light
brown loam
brown loam
brown loam
1 % small stones
(10% small stones
1 % stone- 2" -6"
Sandy/Silty-clay
Roots to 36"
Roots to 57"
Roots to 34"
Depth to 7' -2"
Depth to 7' -0"
Depth to T -0"
No Water
No Water
No Water
No mottlin
No mottling
No mottlin
No od_ae
INDICATE LEVEL AT QHICH GROUNDWATER IS ENCOUNTERED
INDICATE LEVEL AT WHICH MOTTLING IS OBSERVED
INDICATE LEVEL TO WHICH WATER LEVEL RISES AFTER BEING ENCOUNTERED
DEEP HOLE OBSERVATIONS MADE BY
DATE: 8/11/2005
DONALD R. KNAPP, P.E.
DESIGN PROFESSIONAL NAME: DONALD R. KNAPP, P.E
ADDRESS: 2 DALE AVENUE
SOMERS, NEW YORK 10589
TELEPHONE NUMBER: 914 - 248 -7726
FAX 914 - 248 -7726
DESIGN PROFESSIONAL'S SEAL
r'
Property of: Steven Knapp & Helena Tanttu -Knapp
56 Ridge Avenue,
ENGINEERING REPORT
DESIGN DATA
1. THE TOTAL SEPTIC SYSTEM CAPACITY SHALL BE FOR A 4 BEDROOM
SINGLE FAMILY RESIDENCE.
2. THE RESIDENCE IS CURRENTLY SERVED BY A STEEL SEPTIC TANK AND
THREE SEPTIC PITS.
3. THE SOIL PERCOLATION RATE IS 10 MIN. PER INCH OF DROP IN WATER
LEVEL. A PERCOLATION RATE OF 1" IN 10 MINUTES FOR A 4 BEDROOMS
REQUIRES 444 LINEAR FEET OF 24 INCH WIDE TRENCH.
4. MINIMUM SEPTIC TANK SIZE REQUIRED A 4 BEDROOM SINGLE FAMILY
RESIDENCE IS 1250 GALLONS. PROVIDE A PRECAST CONCRETE SEPTIC
SYSTEM HAVING A NOMINAL LIQUID CAPACITY OF 1500 GALLONS FOR
SUPERIOR SETTLING CHARACTISTICS.
HE vIL'YIKIn' C�Cf_�i � i /I < <�- �.. �Gl RV 1 P`ENri L1-, SEPT!
WASTE HAULER AND CRUSHED AND BACKFILLED OR REMOVED IN
ACCORDANCE WITH THE PUTNAM COUNTY HEALTH DEPARTMENT
SANITARY CODE.
6. DISTRIBUTION BOX: PROVIDE SPEED LEVELERS, BITUMINOUS INTERIOR
COATING TO PERVENT DETERIORATION.
7. ALL PIPE SHALL BE PVC SDR 35 TYPE AND EACH LATERIAL WILL BE
FITTED WITH AN END CAP AS PER THE DESIGN DRAWINGS.
PUMP CHAMBER SIZING
1. HOLDING CAPACITY OF A 4 " PIPE = 0.6528 GALLONS
2. TOTAL VOLUME OF 4" LEACHING FIELD PIPE:
VOLUME = 0.6528 GALLONS X 444 LINEAR FEET OF SSTS TRENCH = 289.8
GALLONS.
3. DOSING VOLUME = 289.8 GALLONS X 0.75 = 217 GALLONS /DOSE.
o.. :I
0
Property of: Steven Knapp & Helena Tanftu-Knapp
56 Ridge Avenue, Putnam Valley, NY 10579
N J.,
NE—bA—Y--STORAG-E,—V*,O—LU-M--E, = 4 BEDROOMS X 200 GALLONS /BEDROOM 800
GALLONS.
4. PUMP CHAMBER SIZE: 4.33' X 8'= 34.64 CUBIC FEET
5. PUMP CHAMBER VOLUME ;(INTERIOR DIMENSIONS): TX 34.64CFX7.48
GALLONS / CUBIC FOOT = 259.11 /PER FOOT OF ELEVATION.
A. ELEVATION FOR THE REQUIRED DOSAGE OF 217 GALLONS
218/ 259.11 /PER FOOT OF ELEVATION = 0.84' FEET = 10"
B. ELEVATION FOR THE REQUIRED FOR ONE DAY STORAGE VOLUME
800 GALLONS/DAY / 259.11 /PER FOOT OF ELEVATION ='3.08 FEET = T-1"
6. PUMP SELECTION:
PUMP SHALL BE GOULD PUMP CO. SUBMERSIBLE TYPE WE1512HH, 11/2 HP, 230
VOLTS, T.D.H. OF 114 FT. OR AN APPROVED EQUAL.
1E
PROJECi:r.
:f
Z `
Friction la; ss In schedule 40 plastic pipe
Feet of h4ad loss ever 100 feet of pipe
Flow
.` Pipe diarmter
In Inches
t 11/2
2"
3"
3 gpm
0.07 ft
Swing
4 gpm
.',0.12-ft
5 gpm
6 gem
` 0.18 ft
T0.25 ft
0.07 ft
o
7 9p m
0.36 ft
0.10 ft
8 ppm
, 0.46ft
0.146
9 gpm
0.58 ft
0.17 ft
Inside
10g m
10.70 ft
0.21 ft
radius
11 g
0.84 ft
0.258
valve
12 gpm
l 1.01 ft
0.30 ft
13 gpm
?1.17ft
0.35 ft
-
14 gpm
:;1.33 ft
0.39 ft
Close
15 gpm
!t 1.45 ft
0,44 ft
0.07 ft
16 gpm
;1.65ft
0.50 ft
0.08 ft
17g m
1.86 ft
0.56 ft
0.09 ft
18gEn
2,07 ft
0.62 ft
0.10 ft
19 g m
2.28 ft
0.68 ft
0.11 ft
20 gEm
: i 2.48 ft
0.74 ft
0.12 ft
25 gpm
3.75ft.
1.10 ft
0.16 ft
30 gpm .
i 5.22 ft
1.54 f t
0.23 ft
35 gpm
valve
2.05 ft
0.30 ft
40 gpm
.41
2.62 ft .
0.39 ft
45 gpm
2.59
3.27 ft
0.48 ft
50 pm
3.9a-ft
0.58 ft
t,
I
k,
i�
;i
i1
t
Friction loss of watefr in pipe fittings In terms of equivalent
length, -- -(L)®feet of straight pipe
0
Calculated from dole In Crone Co.- Technical Paper 410. K - I L
0
f �;� ; l = KO whore 0 Is ineldo pipo diameter In loot.
1
Swing
Actual
Gate
Long
Std :' ; Std
check
Angle
Globe
]Nominal
Inside
valve
radius
tee :;,! lee
valve
valve
valve
90' Welding
diameter
Friction
-
90' or 45
- -
Close
-
-
-
Butter.
elbow
Mitre bend
Inches
factor
full
90'
aid
_:
thru • �brench
return
full
full
full
fly
rld - 1
r/d - 2
45'
90'
d
I
open
elbow
elbow
flow �• ; flow
bend
open
open
open
valve
'h
.622
.027
.41
1.55
.83
1.04 ! 3.11
2.59
5.18
.7.78
17.6
Y4.
.824
.025
.55
2.06
60
1.37 4.12
3.43
6.96
10.3
23.3
1
1,049
.023
.70
2.62
1.40
1.75. 5.25
4.37
9.74.
13.1
29.7
11/4
1.380 "
.022
.92
3.45
1.84
2.30 6.90
5.75
11.5
17.3
39.1
11�
1.610
.021
1.07
4.03
2.15
2.68 6,05
6.71
13.4
20.1
45.6
2
2.067
.019
1.39
5.17
2.76
3.45
.110.3
e.61
17.2
25.8
58.6
7.75
3.45
2.07
2.58
10.3
21/2
2.469
.018
1.65
6.17
3.29
4.12
12.3
10.3
20.6
30.9
70.0
9.26
4.12
2.47
3.08'
12.3
3
3.060
.019
2.04
7.67
4,09
5.11
'` 15.3
12.8
25.5
36.4
66.9
11.5
5.11
3.07
3.64
15.3
4
4.026
.017
2.68
10.1
5.37
6.71
1' 20.1
16.8
33.6
50.3
114
15.1
6.71
4.03
5.03
20.1
5
5.047
.016
3.36
12.6
6.73
8.41
I 25.2
21.0
42.1
63.1
143
18.9
8.41
5.05
8.31
25.2
6
6.065
.015
4.04
15.2
8.09
10.1
a 30.3
25.3
50.5
75.8
172
22.7
10.1
6.07
7.58
30.3
8
7.981
.014
5.32
20.0
10.6
13.3
39.9
33.3
33.3
99.8
226
29.9
13.3
7,98
9.98
39.9
t0
10.02
.014
6.68
25.1
13.4
16.7
50.1
41.8
41.8
125.
284
29.2
16.7
10.0
12.5
50.1
12
11.938
,013
7.96
29.8
15.9
19.9
59.7
49.7
49.7
149
338
34.8
1919
11.9
14.9
59.7
14
13.124
.013
8.75
32.8
17.5
21.8
65.6
54.7
1 54.7
164
372
36.3
21.6
13.1
16.4
65.6
16
15.00
.013
10.0
37.5
20.0
25.0
75.0
62.5
62.5
188
425
31.3
25.0
15.0
18.8
75.0
1B
16.876
.012
16.9
42.2
22.5
28.1
; 84.4
70.3
70.3
210
478
35.2
28.1
16.9
21.1
84.4
20
18.814
.012
12.5
47.0
25.1
31.4
94,1
78.4
78.4
235
533
39.2
31.4
18.8
23.5
94.1
24
22.628
.012
15.1
56.6
30.2
37.7
'113
i'
94.3
94.3
283
641
47.1
37.7
22.6
28.3
113
30
28
Olt
18.7
70
37.3
46.7
1140
.117
46.7
28
35
I40
36
34
.011
22.7
85 -
45.3
56.7
j 1170
142
56.7
34
43
170
d2
40
.010.
26.7
100
$3.3
66.7
•; 200•.
167
66.7
40
50
200
48 „x
:: 46
.010
30.7
115
61,3
76.7
S ?30
192
76.7
46
58
230
r ,
p.,
Kto6
( {! `
.100
24
VD
8
30
16
20• `' gO
550d8
150
340
20
12
15
80
Calculated from dole In Crone Co.- Technical Paper 410. K - I L
0
f �;� ; l = KO whore 0 Is ineldo pipo diameter In loot.
9 gem 0.58 ft 0.17 fit
Friction loss of water in pipe fittings in terms of equivalent .
90 0.70 ft 029 ft lsngtF)v-(L).afeet 'of straight pipe .
9 9 m
y 0.84 ft
> i
T
12 m
9®
PROJECT :2
:1
1.17 ft
fLcv2
Friction l,�ss tti.�hl�duto 40 plastic pipe
hf 2Dg,
Feet of. 1' cad loss
per
100 feet of.j?lpe
0.39 ft
0.44 ft
0.07 ft
Flow'
iR PI
dtatneter
In Inches
0.50 ft
0.08 ft
17gpm
.11120
0.56 ft
2«
30
ee Tf
hf
2.07
0.62 ft
0.68 ft
0.74 ft
0.07 ft
19 m
20 gEm
2.28 ft
2.46 ft
25 m
I 3.75f
4 m 0.12 ft
0.16 ft
90' or 45
30 gpM .'
35 gpm
5.22 ft
9.54 ft
5 gpM `` 0.18 ft
-
-
2.05 ft .
0.30 ft
Mitre bend
40 gpm
6 gpm
0.25 ft
0,39 ft
0.07 ft '
std
45 gpm
f
3.27 ft
7 gpM
; ° 0.36 ft
full
0.10 R.
pi
3.9a ft
0.58 ft
size
`
•'f
094ft '
elbow
elbow
Ilowy;
9 gem 0.58 ft 0.17 fit
Friction loss of water in pipe fittings in terms of equivalent .
90 0.70 ft 029 ft lsngtF)v-(L).afeet 'of straight pipe .
i
� {5
!C
;s
9 9 m
y 0.84 ft
0.25 ft
T
12 m
9®
0.30 ft
13.gpm
1.17 ft
0.35 ft
Actual
Gets
14
95 m
1.33 ft
1.45 ft
0.39 ft
0.44 ft
0.07 ft
check
16 m
9.65 ft
0.50 ft
0.08 ft
17gpm
i 1.86 ft
0.56 ft
0.09 ft
radius'
ee Tf
18
2.07
0.62 ft
0.68 ft
0.74 ft
0.10f
0.9 9 ft
0.12 ft
19 m
20 gEm
2.28 ft
2.46 ft
25 m
I 3.75f
1.108
0.16 ft
90' or 45
30 gpM .'
35 gpm
5.22 ft
9.54 ft
0.23 ft
-
-
2.05 ft .
0.30 ft
Mitre bend
40 gpm
,''
2.62 ft .
0,39 ft
90 ",
std
45 gpm
f
3.27 ft
0.48 ft
full
full
50 com
pi
3.9a ft
0.58 ft
i
� {5
!C
;s
Calculated from date In Crane Co.-Technical Paper 410. K o 1 C ; 1 M; L _ KC where Ole Inside pipe dlomotor In feel.
i
4
r1
T
Swing
Actual
Gets
Long
Sid
Sid
check
Cool
Inside
valve
radius'
ee Tf
ae •
vovlo
90' Welding
Nominal
diameter
Friction
-
90' or 45
{.
F -
Close
-
-
-
Butter.
elbow
Mitre bend
Pipe
Inches
lector
lull. -
90 ",
std
thru"
branch
return
full
full
full
fly
size
d
•'f
open '
elbow
elbow
Ilowy;
. flow
bend
open
open
open
valve
rid ® 1
dd = 2
45•
90'
Vt
.622
.027
,41
1.53
.83
1,041.;,
3,11
2.59
6118
•7.76
17,6
i4
824
.026
65
2,08
1,10
1.37;
'}} 4,12
3.43
.8.88
10.3
23.3
1
1,049
,023
.70
2.62
1,40
1.75'
!S 5Rb
4.37
8.74.
13.1
29.7
1 V4
1.360
.022
.92
3.45
1.84
2.30.1
6.90
5.75
11.6
17.3
3911
1%
1.610
.021
1.07
4,03
2.15
2.86!'
l 8.05
6.71
13.4
20.1
45.8
2
2.067
•019
1.38
5.17
2.76
3.451' i 10.3
8.81
17.2
28.8
56.6
7175
3.46
2,07
2.68
10.3
2%
2.469
•018
1.86
6.17
3.29
4,11 12.3
10.3
20.6
30.9
70.0
9.28
4.12
2,47
3,08'
12,3
3
3.068
.018
2.04
7.67
4.09
5.1'a 15.3
12.8
26.5
38.4
66.8
11.6
6.11
3.07
3.84
15.3
4
4,026
.017.
2.68
10.1
6.37
6.71 j 20.1
16.8
33.6
60.3
114
15.1
6.71
4.03
5.03
20.1
5
6.047
.016
3,36
12.8
6.73
8.41;' i 25.2
21.0
42.1
83.1
143
18.8
8.41
6',oil
8,31
25,2
8
6.065
.015
4.04
15.2
8.09
10.1 i• 30.3'
26.3
60.5
76.8
172
22.7
10,1
j y6!07
7.68
30.3
8
7.981
.014
5.32
20,0
t0,8
13.3 ; { 39.9
33.3
33.3
89.8
226
29.9
13,3 !g
;z,� 7;98
9198
39.9
10
10.02
.0 f 4
6.68
26.1
13.4
16.71' t 50.1
41.8
41.8
125
284
2
{� 10.0
12:6
$011
12
11.838
.013
7.98
29.8
15,8
19.9 f; 89.7
49.7
49,7
149
338
11.8
14.9
59.7
14 -
13.124
.013
8,75
32,8
1.7.5
21.81. 85.8
54.7
54.7
184
372
F
r^
16.4
66.6
18
15.00
.013
10.0
37.5
20.0
25.01; ` 75.0
!
62.6
62.6.
188
4
IStiO .
1
16.8
21.1
75.0
84.4
16
20
24
18.876
18.814'
22,628
.012
.012
.012
16.9
12.5
15.1.
42.2
47.0
66.6
22.5
26.1
30.2
28,1: 84.4
31.4;; 1 94.1
37.7. '� 113
70.3
78.4
94.3
70.3
78.4
94.3
210
236
263
2
"37,1!'4°!
i
23.5
8.3
94,1
113
30
28
.011
18.7
70
37.3
48.7 :• 140
117
+
S
140
36
34
22.7
85
45.3
56.7:.; 170
142
n
p
3 W
3
170
42
40
.011
010
28,7
100
$3.3
88.7 200•.
187
�'
4
?
SO
200'
48
48
010
30:7
115
613
78,7 1 230'
192
78.
6
b6
230
}`t
N to 6
r
77
�,
+i
0100
24 to 46�:
�rOFF
f3�
UO
8
30
16
211 ji 7 so
50
=60
160
310.
12
16
80 '
Calculated from date In Crane Co.-Technical Paper 410. K o 1 C ; 1 M; L _ KC where Ole Inside pipe dlomotor In feel.
i
4
r1
Sewage Pumps Composite Curve
CAPACITY - LITRES PER MINUTE
100 200 300 400 500 600 700 800 900
65
60
55
50
45
0
W
W
U-
Ic- QJ
30
O 25
I--
20
5
0
5
0 20 .40 60 80 100 120 140 160 180 200 220 240 260
CAPACITY - U.S. GPM
IR-1
-4
Ef
LU
W
Z.
Uj
0
ffrA-RITE Sta-Rite Industries, Inc., 293 Wright St., Delavan, WI 53115 (414) 728-5551
a WICOR company CUSTOMER SERVICE: (800) 243-1742 FAX ORDERS (24 HRS.):.(800) 243-3792
S4304EP (Effective 4/93) Printed in U.S.A.
®1993, Sta-Rite Industries, Inc.
MEN
WIN
MEL
oil
0110HEEMEMEMEN]
0 20 .40 60 80 100 120 140 160 180 200 220 240 260
CAPACITY - U.S. GPM
IR-1
-4
Ef
LU
W
Z.
Uj
0
ffrA-RITE Sta-Rite Industries, Inc., 293 Wright St., Delavan, WI 53115 (414) 728-5551
a WICOR company CUSTOMER SERVICE: (800) 243-1742 FAX ORDERS (24 HRS.):.(800) 243-3792
S4304EP (Effective 4/93) Printed in U.S.A.
®1993, Sta-Rite Industries, Inc.
PROJECT:,,'i,
C 13
! I• / N
Friction IdAs In schedule 40 plastic pipe
Feet of hkad loss ever 100 feet of Pipe
Flow
't Pipe dlarneter In Inches
11/2-
Totals.
90 02g Stand4rd El
3 gpm
40.07 ft
90 Dog Lon ,Egad El
4 gpm
jg0.12 ft
45 Deg El bow.'
5 gpm
jia0.18 ft
180 D 'Rettien
6 gpm
1- !'.0.25 ft
0.07 ft
Tee Thry
7 gpm
0.36 ft
0.10 ft
Tee branch : °`
8 OPM
9 gpm
0.46 ft
' +0.58 ft
0.14 ft
0.97'ft
all Valves r;
10 gpM
90.70 ft
0.21 ft
to Valves 011! 1
19 g m
r 0.84 ft
0.25 ft
" erfl/alvds :
12 gpm
b, 1.,u1 ft
0.30 ft '
Angle
13g m
14 pm
ft
�.�,1.33 ft
0.35 ft
0.39 ft
eckValve;' / '
15 gpM
'' 9.45 ft
0.44 ft
0.07 ft
16 gpm
1 ?F1.65 ft
0.50 ft
0.08 ft
17 g m
;` 9.86 ft
0.56 ft
0.09 ft
18 pm
2.07 ft
0.62 ft
0.10 ft
19gPM
x.;2.28 ft'
0.68 ft
0.11 ft
20 2prn
112.46 ft
0.74 ft
0.12 ft
25 gpm
'3.756.
9.10 ft
0.16 ft
30 gpnn .
q,5.22 ft
9.54 ft
0.23 ft
35 m
'r
2.05 ft
0.30 ft
40 gpm
45 m
$
;
2.62 ft .
3.27 ft
0.39 ft
0.48 ft
`� Pm
3.95 ft
0.58 ft
l}
�1
'!c
4(�
fit
is
Fittin T
®uan
E uiv Length Ea
Totals.
90 02g Stand4rd El
5.17
90 Dog Lon ,Egad El
2.
2.76
45 Deg El bow.'
2.76
180 D 'Rettien
Tee Thry
Tee branch : °`
3.45.
all Valves r;
10.3
Actual
to Valves 011! 1
!
1.38
Long
" erfl/alvds :
1+ Sid
7.75
check
Angle
Globe
58.6
eckValve;' / '
t
17.2
scIE ulV. Fat
radlua'
tee a.I
trat ht Pi ; i
TOT�I. EQUEVALENT LENGTH'
valve
Friction loss of water in pipe fittings In.terms of equivalent
length .(L)m -feet of straight pipe
N
Calculated from dale In Crane C0.- Technical Paper 410. K = I
dr!
'r
L = Ko where 0 Is insido Dlpo diameter In fool.
swing
Actual
Gate
Long
Std
1+ Sid
check
Angle
Globe
Inside
valve
radlua'
tee a.I
lee
valve
valve
valve
90• Welding
Nominal
diameter
Friction
-
90' or 45
-
Close
-.
-
-
Buffer.
elbow
Mitre bend
pipe
Inches
factor
full
90'
aid
thru
1
rench
return
full
full
full
fly
rld = 1
rld m 2
45•
9W
size
d
f
open
elbow
elbow
flow �
� flow
bend
ODen
open
open
valve
1/2
.622
.027
.41
1.55
.63
1:04
v 3.11
2.59
5.18
•7.78
17.6
4.
.824
.025
.55
2.06
1,10
1.37
t 4.12
3.43
6.86
10.3
23.3
1
1.049
.023
.70
2.62
1.40
1.75
5.25
4.37
8.74
13.1
29.7
114
1,380
.022
.92
3.45
1.84
2.30
6.90
5.75
11.5
17.3
39.1
1'h
1,610
.021
1.07
4.03
2.15
2.68
8.05
6.71
13.4
20.1
45.6
2
2.067
.019
1.38
5.17
2.76
3.45
10.3
8.61
17.2
25.8
58.6
7.75
3.45
2.07
2.58
10.3
2'h
2.469
.018
1.65
6.17
3.29
4.12
12.3
10.3
20.6
30.9
70.0
9.26
4.12
2.47
3108'
12.3
3
3.068
.018
2.04
7.67
4.09
5.11
15.3
12.8
25.5
36.4
8619
11.5
S.11
3.07
3.84
15.3
4
4.026
.017
2.68
10.1
5.37
6.71
20.1
16.8
33.6
5013
114
15.1
6.71
4.03
5.03
20.1
5
5.047
.016
3.36
12.6
6.73
8.41
! 25.2
21.0
42.1
63.1
143
18.9
8.41
5.05
6.31
25.2
6
6:065
.015
4,04
15.2
6.09
10.1
30.3
25.3
$0.5
75.8
172
22.7
10.1
6.07
7.58
30.3
8
7.981
.014
5.32
20.0
10.8
13.3
, 39.9
33.3
33.3
99.8
226
29.9
13.3
7.98
9.98
39.9
10
10.02
.014
6.68
25.1
13.4
16.7
50.1
41.8
41.8
125
284
29.2
16.7
10.0
12.5
50.1
12
11.938
.013
7.96
29.8
15.9
19.9
59.7
49.7
49.7
149
338 •
34.6
19.9
11.9
14.9
59.7
14
13.124
.013
1 '8.75
32.8
17.5
21.8
I -85.6
54.7
54.7
164
372
36.3
1 21.6
13.1
1 t6.4
65.6
16
15.00
.013
10.0
37.5
20.0
25.0
+ 75.0
62.5
62.5
188
425
31.3
25.0 .
15.0
16.8
75.0
1 8
16.876
.012
16.9
42.2
22.5
28.1
;84.4
70.3
70.3
210
478
35.2
28.1
16.9
21. 1
84.4
20
18.814
.012
12.5
47.0
25.1
31.4
i 94.1
78.4
78.4
235
$33
39.2
31.4
18.8
23.5
94.1
24
22.628
.012
15.1
56.6
30.2
37.7
1113
94.3
94.3
263
641
47.1
37.7
22.6
28.3
113
30
28
.011
18.7
70
3.7.3
46.7
1 140
117
46.7
28
35
140
36
34
.011
22.7
85
45.3
56.7
?70
142
$6.7
34
43
170
42
40
.010 ,
26.7
100
53.3
66.7
`% j!00..
167
66.7
40
50
200
48
46
.010
30.7
115
61.3
76.7
9.30
192
76.7
48
1 SB
1 230
V+ to 6
a 4
-100
24 to 48
L/0
a
30
16
20•
160
50
-50
150
340
20
12
15
60
Calculated from dale In Crane C0.- Technical Paper 410. K = I
dr!
'r
L = Ko where 0 Is insido Dlpo diameter In fool.
J,
PROJECTii Mi
.t
fLev2
Friction` as in, schedule 40 plastic pipe hi 2Dg,
Feet of�head loss per 100 feet of PIPS
Flow i
3 m ''
PI diameter
1112"
0.07 ft
in inches
5.17
2�
3Q
45 Deg Elbk
2.76.
4 gpm
;s
0.12 ft
Tee Branch,
5 gem
`;
0.18 ft
Gate Valve,6
1.38
6 gpm
i
l 0.2$ ft
0.07 It
Miso E ulv. Ft.
7 gpm
`!
0.36 ft
0.108
m
0.46 ft
0.14ff '
9
pm
0.58 ft '
017 ft
Volvo
10 gpm
0.70 ft
021 ft
Nominal
11 gpM
Friction
0.84 ft
0.25 ft
or 45
12
m
ft
0.30 ft
-
13.gem
elbow
F; 117 ft._.
0.35 ft
Inches
14 gem
full
11 1.33 ft
0.39 ft •
lhN' J branch
15 ppm
j,.,
1.45 ft
0.44 ft
0.07 ft
16 gpm
1.65 ft
0.50 It
0.08 ft
17 gpm
1
h 1.86 ft
0.56 f4
0.09 ft
18gpM
bend
fj 2.07 ft
0.62 ft
010 ft
'19gRm
'
2.28 ft
0.68 It
0.11 ft
20
gpm
2.46 ft
0.74 ft
f�.12 ft
25
m .
3.75 It
1.10 It
0.16 ft
30
gpm .
; 5.22 ft
1.54 It
0.23 ft
359pni
::
i'i
2.05 ft.
0.30 ft
40
gpm
it
2.62 ft.
0.3914
45
gem
; :
3.27 ft
0.48 ft
50
m
3.9a ft
0.58 ft
°t
i�
�t
N
{p
hf = ao.
.q
Fitton T !`m . Qua
E uiv Len Totals.
90 Deg Standard El
5.17
g0 0 Lon''-El '
2.76.
45 Deg Elbk
2.76.
180 Dqg ReCum
Tee Thru i
Tee Branch,
3.45 .
Ball Valves e
10.3
Gate Valve,6
1.38
Butterfl. Vaves .
Globe Valves, .:
7.75
b8.
Check Valve:
17.2 t 7-1
Miso E ulv. Ft.
Anglo
strallaht Plod, -
TOTAL EQIIVALENT LENGTH'
Friction loss of witor in pipe fittings in terms of equivalent
Iengtti -(L). .-feet of straight pipe ,
Calculated from data In Crono Co.- Technical Paper 410. K = 1 C ; 1•• ` L Kv whore D to Inside pipe diameter In
is
. i
it
'
Swing
Actual
Oita
.Long
Sid Sid
shook
Anglo
Globe
InOlde
valve
redlve'
tea toe
Volvo
Volvo
valve
00• Weldlnp
Nominal
dlemater
Friction
-
or 45
- 11 -
Close
-
-
-
Buffer.
elbow
Mitre bend
pipe
Inches
factor
full
90•
Old
lhN' J branch
return
full
full
full
fly
alze
d
1
open
elbow
elbow
flow,`;, 1 flow
bend
open
open
open
valve
rld o 1
rld = 2
45'
90'
K
.922
.027
.41
1,55
,83
1,0+'
3,11
2.59
s.1a
•7,78
17,6
i'i
.e2a
,026
,65
2.08
1,10
1.3r
4,12
3,43
8.88
10.3
23.3
1
1.049
.023
.70
2.62
1.40
1.7.$.
5.25
4.37
8.74.
13.1
29.7
1 V4
1,390
.022
,92
3.45
1.84
2.3j
6.90
5.76
11.8
17,3
39.1
114
1.610
.021
1.07
4.03
2.15
2.6A
8.05
9.71 1
13.4
20.1
45.6
2
21067
,019
.1.38
5.17
2.76
3,46 l
10.3
0.61
17.2
23.9
sale
7,75
3.46
2.07
260
10.3
9%
2.469
.0 a
1.65
8.17
3.29
4.12 'j
12.3
10.3
20.6
30.9
7010
9.26
4.12
2.47
3.06'
12.3
3
3.068
.018.
2.04
7.87
4.09
5.1
15.3
Me
25.5
38.4
89.9
11.6
6.11
3.07
3.64
15.3
4
4.028
W.
2.89
10.1
6.37
e,7�1
20.1
16.8
33.6
$0.3
114
1511
6.71
4.03
5.03
20.1
5
5.047
.016
3.36
12.6
8.73
8.4'?. !
25.2
21.0
42.1
83.1
143
18.9
9.41
6.05
6.31
25.2
8
6.06S
.015
4,04
15.2
8.09
1011' 1
30.3
26.3
$0.8
75.8
172
22.7
10.1
6.07
7.58
30.3
0
7.901
.014
5.32
20.0
10.6
13,3'.I
3919
33.3
33.3
99,8
226
29.9
13.3
7.98
0.90
39.9
10
10.02
.014
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CAPACITY - LITRES PER MINUTE
100 200 300 400 500 600 700 800 900
PI
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CAPACITY - LITRES PER MINUTE
100 200 300 400 500 600 700 800 900
PI
_- 0
0. 20 40 60 80 100 120 140 160 180 200 220 240 260
CAPACITY - U.S. GPM
STA -RITE Sta -Rite Industries, Inc., 293 Wright St., .Delavan, WI 53115 (414) 728 -5551
a WICOR company CUSTOMER SERVICE: (800) 243 -1742 FAX ORDERS (24 HRS.): (800) 243 -3792
S4304EP (Effective 4193) Printed in U.S.A.
01993, Sta -Rite Industries, Inc.
16
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4
_- 0
0. 20 40 60 80 100 120 140 160 180 200 220 240 260
CAPACITY - U.S. GPM
STA -RITE Sta -Rite Industries, Inc., 293 Wright St., .Delavan, WI 53115 (414) 728 -5551
a WICOR company CUSTOMER SERVICE: (800) 243 -1742 FAX ORDERS (24 HRS.): (800) 243 -3792
S4304EP (Effective 4193) Printed in U.S.A.
01993, Sta -Rite Industries, Inc.
V_ - . Tab
PROJECT I.D. NUMBER
Appendix C
State Environmental Quality Review
SHORT ENVIRONMENTAL ASSESSMENT FORM
For UNLISTED ACTIONS Only
PART I- PROJECT INFORMATION (To be completed by Applicant or Project sponsor)
SEQRA
1. APPLICANT /SPONSOR Steven Knapp
56 Ridge Road
Putnam Valley, NY 10579
845-
2. PROJECT NAME: SINGLE FAMILY RESIDENCE
3. PROJECT LOCATION: 56 Ridge Road
Municipality Putnam Valley Coun Putnam
4. PRECISE LOCATION (Street address and road intersections, prominent landmarks, etc., or provide map)
TAX MAP NUMBER: 62.17 -3 -8
5.
IS PROPOSED ACTION:
❑ New ❑ Expansion
0 Modification/alteration
6.
DESCRIBE PROJECT BRIEFLY:
One bed room addition to an existing single family residence
7.
AMOUNT OF LAND AFFECTED:
Initially 1.420 acres Ultimately
1.420 acres
8.
WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS?
9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT?
0 Residential ❑ Industrial ❑ Commercial ❑ Agriculture
❑ Park/Forest/Open space
Describe:
10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL, STATE OR
LOCAL)?
❑ Yes ❑D No If yes, list agency(s) and permit approvals
11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL?
❑ Yes 0 No If yes, list agency name and permittapproval
12, AS A RESULT OF PROPO ED ACTION WILL EXISTING PERMIT /APPROVAL REQUIRE MODIFICATION?
❑ Yes 0 No a�_dF fVEe,1j �_
Applicant/sponsor name:
Signature: %
ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE
Date: August 22, 2005
If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before
proceeding with this assessment
cr
PART II- ENVIRONMENTAL ASSESSMENT (To be completed by Agency)
A. DOES ACTION EXCEED ANY TYPF I THRESHOLD IN 6 NYCRR, PART 617.121
-_- r �eTa.. �.^.a••' .. -. n..PS•.'s✓V Y rri nv. r • w .M . .'a' uYe•.r . ... va. • Yr...•.1• - -'...
.v r ay �.. •Awp w-4inr "v' .. `:T .-. t r-.'4. +�- Y.s..•r •. n-.. d..r.. •... P
�❑ Yes • ❑ No
If yes, coordinate the review processes and use the FULL EAR
B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR, PART 617.67 If No, a negative declaration may be superseded
by another involved agency.
❑ Yes ❑ No
C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING: (Answers may be handwritten, if legible)
CI. Existing air quality, surface or groundwater quality or quantity, noise levels, existing traffic patterns, solid waste 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 faunas, fish, shellfish or wildlife species, significant habitats, 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.
C5. Growth, subsequent development, or related activities likely to be induced by the proposed action? Explain briefly.
C6. Long term, short term, cumulative, or other effects not identified in CI -05? Explain briefly.
C7. Other impacts (including changes in use of either quantity or type of energy)? Explain briefly.
D. IS THERE, OR IS THERE LIKELY TO BE, CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONNMNTAL IMPACTS?
❑ Yes ❑ No If Yes, explain briefly:
PART III - DETERMINATION OF SIGNIFICANCE (To be completed by Agency)
INSTRUCTIONS: For each adverse effect identified above, determine whether it is substantial, large, important or otherwise significant. Each effect
should be assessed in connection with its (a) setting (i.e. urban or rural); (b) probability of occurring; (c) duration; (d) irreversibility; (e) geographic scope; anti,
T (f).magnitUde. If r,,,.essW-}', aj?- a't- ac3;^tents c:'Y YLe::i �.iphortutp w tel'lals�`ErisuYe tk —_ x :SridtlilhC : 1rltHiry _„S�ifflaP��t.� ?!2,`rt.•ti. ct` �F t �,!!- ..�...... »..
-- -advei�c,-niiPdZ anveWeeri 06fififie -Carta adequately addressed:
❑ Check this box if you have identified one or more potentially large or significant adverse impacts, which MAY occur. Then proceed
directly to the FULL EAF and /or prepare a positive declaration.
❑ Check this box if you have determined, based on the information and analysis above and any supporting documentation, that the
proposed action WILL NOT result in any significant adverse environmental impacts AND provide on attachments as necessary, the
reasons supporting this determination:
Signature of Responsible Officer in Lead Agency
Signature of Preparer (If different from responsible officer)
Name of Lead Agency
Date
Title of Responsible Officer
Signature of Preparer (if different from responsible officer)
PROJECT I.D. NUMBER
Appendix C
State Environmental Quality Review
SHORT ENVIRONMENTAL ASSESSMENT FORM
For UNLISTED ACTIONS Only
PART I- PROJECT INFORMATION (To be completed by Applicant or Project sponsor)
1. APPLICANT /SPONSOR Steven Knapp
56 Ridge Road
Putnam Valley, NY 10579
845-
2. PROJECT NAME: SINGLE FAMILY RESIDENCE
3. PROJECT LOCATION: 56 Ridge Road
Municipaliri Putnam Valley Coun Putnam
4. . PRECISE LOCATION (Street address and road intersections, prominent landmarks, etc., or provide map)
TAX MAP NUMBER: 62.17 -3 -8
5. IS PROPOSED ACTION:
+ ❑ New ❑ Expansion ® Modification/alteration
6. DESCRIBE PROJECT BRIEFLY: One bed room addition to an existing single family residence
7. AMOUNT OF LAND AFFECTED:
Initially 1.420 acres Ultimately 9.420 acres
8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS?
9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT?
❑X Residential ❑ Industrial ❑ Commercial ❑ Agriculture
❑ Park/Forest/Open space
Describe:
10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL, STATE OR
LOCAL)?
❑ Yes El No If yes, list agency(s) and permit approvals
11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL?
❑ Yes 0 No If yes, list agency name and permit/approval.
12, AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT /APPROVAL REQUIRE MODIFICATION?
❑ Yes El No
I CERTIF ON PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE
�P _eao�j.,� ��-
Applicant/sponsor name:
Signature:
Date: August 22, 2005
-sib
C�L Jl�i
If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before
proceediniz with this assessment
V S
PART II- ENVIRONMENTAL ASSESSMENT (To be completed by Agency)
A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN.6 NYCRR, PART 617.127
❑ Yes ❑ No
If yes, coordinate the review processes and use the FULL EAR
B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR, PART 617.67 If No, a negative declaration may be superseded
by another involved agency.
❑ Yes ❑ No
C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING: (Answers may be handwritten, if legible)
Cl. Existing air quality, surface or groundwater quality or quantity, noise levels, existing traffic patterns, solid waste 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 faunas, fish, shellfish or wildlife species, significant habitats, 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.
C5. Growth, subsequent development, or related activities likely to be induced by the proposed action? Explain briefly.
C6. Long tern, short term, cumulative, or other effects not identified in CI -057 Explain briefly.
C7. Other impacts (including changes in use of either quantity or type of energy)? Explain briefly.
D. IS THERE, OR IS THERE LIKELY TO BE, CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS?
❑ Yes ❑ No If Yes, explain briefly:
PART III - DETERMINATION OF SIGNIFICANCE (To be completed by Agency)
INSTRUCTIONS: For each adverse effect identified above, determine whether it is substantial, large, important or otherwise significant. Each effect
should be assessed in connection with is (a) setting (i.e. urban or Waal), (b) probability of occurring; (c) duration; (d) irreversibility; (e) geographic scope; and
(f) ^izGai *ude.,• N nere,ssry,..add attachments or" reference. support ing•a,ateriah, c::st: ;- - at-expl.rtations-v lntain -suf cient detail to show that cll relevant
aiivcise irhpacts nave been identified aria adequately addressed. .
❑ Check this box if you have identified one or more potentially large or significant adverse impacts, which MAY occur. Then proceed
directly to the FULL EAF and/or prepare a positive declaration.
❑ Check this box if you have determined, based on the information and analysis above and any supporting documentation, that the
proposed action WILL NOT result in any significant adverse environmental impacts AND provide on attachments as necessary, the
reasons supporting this determination:
Signature of Responsible Officer in Lead Agency
Signature of Preparer Of different from responsible officer)
Name of Lead Agency
Date
Tide of Responsible Officer
Signature of Preparer (if different from responsible officer)
e SHEkLI'TA AM LER, MD, MS, FAAP
Commissioner of Health
LORETfA MOLINARI, RN, MSN
Associate Commissioner. of Health
G
-t.
ROBERT J. RO
_ County Execu0v?
ROBERT MORRIS, PE
Director of Environmental Health
DEPARTMENT OF HEALTH
- l Geneva Road, Brewster, New York 105.09
ADDITION APPLICATION RESIDENTIAL ONLY
i
TO.VVN �, NAMIZ 5k�en 1_�k kn#PHO
TAX MAP#
Ire 5o� -q, Pc]gD# f4_0
MAELING
ADDRESS
IDESCRiPTI
ADDITION.
1�TIAVff 3ER OF EXISTING BEDROOMS-tl PROPOSED # OF BEDROOMS
(FROM CERT. OF OCCUPANCY OR CERTIFICATION FROM BUILDING INSPECTOR)
"Any addition which is considered a bedroom requires formal approval of plans (Construction permit)
prepared by a Professional Engineer or Registered Architect in accordance with applicable sections of the
Putnam County Sanitary Code.
I og of
Please submit this form and the following to Putnam County Health Dept., 1 Geneva Rd,:
Br' - st 17510; e"(&Vn- 27E=
Certified check or mone y order for $ 100.00.
2. Sketches of existing floor plan (drawn to scale, all living area including basement)
3 Two sets of proposed floor plan (drawn to scale -. with name, street and tax map #)
*Non- professional sketches are-acceptable
. Copy of survey showing well and tic locations the best of your knowledge.
Include date of installation if known. Label all wells and septic systems within 200 feet
of the property line. Contact this office with any questions.
Copy of Certificate of Occupancy from Town or Certification from Building
Dept. with legal bedroom count of dwelling.
OFFICE USE
COMMENTS
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
SHERLITA AMLER, MD, MS, FAAP
Commissioner of Health
LORETTA MOLINARI, RN, MSN
Associate Commissioner of Health
July 15, 2008
Vinyl Tech
668 Dutchess Tunrpike
Poughkeepsie, NY 12603
To Whom It May Concern:
DEPARTMENT OF HEALTH
1 Geneva Road, Brewster, New York 10509
ROBERT J. BONDI
County Executive
ROBERT MORRIS, PE
Director of Environmental Health
Re: Addition- A- 089 -08
No Increase in Number of Bedrooms
56 Ridge Avenue
(T) Putnam Valley, T.M. # 62.17 -3 -8
I have received and reviewed the plans for the proposed addition to the above - mentioned
residence. The proposal for the addition has been approved as per plans bearing the approval
stamp from this Department dated July 15, 2008. The 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
maintained. _
_ s -
= i` ° lriii'�ii3:ul SriTS ilniiil� i u�'tilY�cii�ii ri l . , "vv ate1 -mv ing' devlwS�''',:� :�'ii'i�'vV ^i`��t� iiiYuii :w ° y° • ^ ` 'k
toilets, restrictors for shower heads and faucets etc.
4. The approval is for the proposed changes only. This approval does not validate any
construction shown as existing that has not obtained proper approvals.
Any other permits or variances required are the responsibility of the applicant and the
jurisdiction of the Town of Putnam Valley.
If you have any questions, please contact me at (845) 278 -6130, ext. 2261.
Sincerely, 1�4/
Gene D. Reed
Senior Engineering Aide
GDR:kly
cc: BI, (T) Putnam Valley
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
June 29, 2008
Department of Health
I Geneva Road
Brewster, NY 10509
RE: Knapp — -56 Ridge Avenue
Enclosed is the additional information requested for 56 Ridge Ave. It is being submitted
on behalf of the owner Mr. & Mrs. Knapp. Any questions or additional information
needed can be directed to me at (845)454-0037 k 15.
l,
,P e semail the approved'permit to:
Vinyl Tech
668 Dutchess Turnpike
Poughkeepsie, NY 12603
Thank you.
r"
Denise Triola
Permit Coordinator
Check us out on the web @ www.sunrooms360.com
www.sunrooms360.com
VINYL TECH
Sunrooms Basement Refinishing
o Windows Siding
DK Vinyl Industries, Inc. e-...
668DutvhessTurnpike.Pou A kMsieNY12603 o
800 -758- 6522__® Fax (R5.).454 -0:157
June 29, 2008
Department of Health
I Geneva Road
Brewster, NY 10509
RE: Knapp — -56 Ridge Avenue
Enclosed is the additional information requested for 56 Ridge Ave. It is being submitted
on behalf of the owner Mr. & Mrs. Knapp. Any questions or additional information
needed can be directed to me at (845)454-0037 k 15.
l,
,P e semail the approved'permit to:
Vinyl Tech
668 Dutchess Turnpike
Poughkeepsie, NY 12603
Thank you.
r"
Denise Triola
Permit Coordinator
Check us out on the web @ www.sunrooms360.com
www.sunrooms360.com
SHERLITA AMLER, MD, MS, FAAP
Commissioner of Health
LORETTA MOLINARI, RN, MSN
Associate Commissioner of Health
Vinyl Tech
668 Dutchess Turnpike
Poughkeepsie, NY 12603
Attn: Denise Triola
Dear Mr. Triola:
DEPARTMENT OF HEALTH
I Geneva Road, Brewster, New York 10509
ROBERT J. BONDI
.County Executive
ROBERT MORRIS, PE
Director of Environmental Health
May 27, 2008
Re: Addition — Application Incomplete — Knapp
56 Ridge Avenue
(T) Putnam Valley, TM # 62.17 -3 -8
Review of plans and other supporting documents submitted at this time relative to the above
regarded project has been completed. The following information is requested in order to
complete a full review:
1. Sketches of existing floor plans (drawn to scale, show and label all living area including
basement).
2. Two sets of proposed floor plans (draw to scale- with name, street and tax map). Non-
/professional sketches are acceptable.
3. The Town legal bedroom count form needs to be completed, signed and resubmitted. (see
enclosed).
Upon a receipt of a submission, revised to reflect the above comments, this application will be
considered further.
GDR:kly
Sincerely,
'e� Q —0�
Gene D. Reed
Sr. Environmental Engineering Aide
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
r
0 f b
r.
VINYL TECH Sunrooms Basement Refinishing (D Windows ® Siding
DK Vinyl Industries, Inc. ® 668 Dutchess Turnpike, Poughkeepsie, NY.12603 0 800.758 -6522 o
May 16, 2008
Putnam County Health Dept.
1 Geneva Road
Brewster, NY 10509
RE: 56 Ridge Avenue, Putnam Valley, NY 10579.
Enclosed is the application for the department of health for 56 Ridge Ave. It is being
submitted on behalf of the owners Steven & Helena Knapp. Any questions or additional
information needed can be directed to me at (845)454 -0037 x 15. Enclosed is a certified
money order for $100.00 for the application fee.
Vinyl Tech
668 Dutchess Turnpike
Poughkeepsie, NY 12603
Thank you
S' c rely,
r
Denise Triola
Permit Coordinator
Check us out on the web @ www.sunrooms360.com
www.sunrooms360.com
CERTIFICATE OF OCCUPANCY - ftnisl i• Garage into
Certificate of Occupancy No........ c� 5 " j. l.� .....:Application No....Y ..7 .............
&616i &i Premises .................e� ................................................... ............................... ............................
Charles ...& Mona
...1..agonO......11.. Of :'..`....: t�: u..: .t'...:�Ve........1'I,It�lilr.� :�'�;.�. ?..`.�.'..`..1. having
heretofore filed an application for a building permit pursuant to the Zoniag Ordinance, Sanitary
Code and the Laws in effect. in the Town of .Putnam Valley, Putnam County, New York, having
paid the required fee therefor and the undersigned having by personal inspection ascertained that
the applicant has subsequently proceeded with. the erection or improvement of the proposed struc-
ture in compliance with the requirements of the laws as aforementioned and that the said . work
and materials met every .requirement of the laws as aforementioned and that the premises have
now been fully completed and are ready for occupancy pursuant to the provisions of law, Now,
therefore, this certificate of occupancy is hereby issued under the seal of the Town of Putnam
Valley this ......` +......... day of .........`: a - `` ......................... 19..
Not valid unless signed in ink by a duly authorized agent TOWN OF P VALLEY, NEW�_�
of and under the seal of the Town of Putnam Valley. N'F; 7
BASEMENT
Part
Full
Cement Floor
Finished
scrac °. ,,..
Piers
EXT. WALLS
Wood
Brick
Brick Van.
Log
Shingle
%.,ti rriU.
Field Stone
ATTIC rinlsnCU
PORCHES
X Front
X Side
X Rear
X Encl.
MISC.
pia'.
Driveway
Barns
Shacks
Bungalows
Electric
Phone
Fvrn ce
alce ul aeNtw I all -
Lineal Ft. Drainage --
Size of Dry Weds
Plumbing
Description
We l l
Description —
Additional Information
This application must be accompanied by a copy of surveyor's map and complete plans, specifications and all information required
by the Zoning Ordinance and Sanitary Code of the Town of Putnam Valley when requested by inspector.
Estimated 12)000.
Fee $ 65-00 Building Total Livable Area Cost $
Sanitary
Plumbing
Well
PAID :
Building
Sanil:ai-y Pernli.L- $______ -_--_-
Date Zoning Board Approval
Pltunbing Permit I,—" --
Well I'eiiniL
TOTAL
l(cv. 1/65
Mor
GO
GS_
Z13A Approval
P.C.B.O.H.
Planning Boars
INSTALLERS LAYOUT
NOTE:
THESE PLANS WERE DESIGNED IN
ACCORDANCE WITH THE 2006 IRC.
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VERIFY ALL hl IJ.ASUREMENTS BEFORE UU -IIINI,
CUS'T'OMER: KNAPP
DEALN R: VINYL TECH
ROOM STYLE: CATALINA
ROOF SYSTEM: STURDI -THERM 4
ROOM; COLOR: WHITE
OPTIONS: 8" GLASS TRANSOMS & KICKS
(3); SKYLIGHTS
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DS = 'FULL LENGTH GLASS
1
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C = VJIN r.
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/
ELEVATIONS
MINIMUM DESIGN LOADS:
DEAD LOADS:
1) ROOF: 2 PSF
2) WALLS:5 PSF
3) FLOOR:5 PSF
LIVE LOADS:
1) ROOF: 30 PSF
2) WALLS: 110 MPH - 3 SEC. WIND GUST
3) FLOOR: 40 PSF
DEFLECTION LIMITS:
1) ROOF: L /180
2) WALLS: L /175
3) FLOOR: L/240
C
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TOTAL WEIGHT OF PRODUCTS: 1669 lbs.
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SEE ATTACHMENT DETAIL
ATTACHMENT DETAIL 'RA2'
108"
EXISTING WOOD DECK
SECTION 'CS 1'
THE SUNROOM HAS BEEN DESIGNED TO BE ATTACHED TO A WOOD DECK
THE EXISTING DECK SUPPORTING THIS SUNK❑OM HAS
NOT BEEN ANALYZED AS PART OF THIS DESIGN.
THEREFOR NO STRUCTURAL ANALYSIS OF THE
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THEREFOR NO STRUCTURAL ANALYSIS OF THE
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PERFORMED BY BOB WALZ ENGINEERING. WALZ a
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USE. STAINLESS STEEL OR TRIPLE DIPPED
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HANGING RAIL JO RAFTER
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ASSUMED
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0 KNAPP �,-
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- PUTNAM . VALLEY, NY .10579
DRAWN BY: ALEX BUECHEL DATE: 03 /11/08 SCALE: 1/4 " =1'
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- PUTNAM . VALLEY, NY .10579
DRAWN BY: ALEX BUECHEL DATE: 03 /11/08 SCALE: 1/4 " =1'
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PRINTED, SIGNED AND SEALED ON: 3/11/08
ENGINEERING
WALZ ENGINEERING LLC
11111 HALL RD., SUITE 110
UTICA, MI 48317
PHONE: (888) 262 -9259
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PRINTED, SIGNED AND SEALED ON: 3/11/08
ENGINEERING
WALZ ENGINEERING LLC
11111 HALL RD., SUITE 110
UTICA, MI 48317
PHONE: (888) 262 -9259
Da. ....u......:...�..'..- ........ 192.L TOWN OF PUTNAM VALLEY
N° > ,-o 983
Zone District .. .....�_..-.y ................... PERMIT RECORD
Application is hereby made for ................. Permit Work to start..... -.....
-i
- :.a..- ..._., A...�.. ..- ..... -., ..v ..,. �.. ...,. :.,�gc 1. > "Ln= ._...,..h,;,.:::.. .. •�1[;� � «_qz�::�:�': {� .w,:�� ...... .....:.,..:..,ee•,..G".:.,;: ..y: -.... .e.._ ....... ... .... -
Location of Premises— Street or Road .� -?-C ......�Lc ... ....................................................................... ...............................
...........................
SEC............................ BLOCK ........................ — LOT........................... FRONTAGE............. ..........................:.... Depth.......................... Rear...........................
ACRES (other description) or m6er of square feet .......................... ........... ....:...................... .............................. .............. .......................... ... .... ................. —
................. ............................... .
SUBDIVISION ^N,AME�...- /� � � .........• • ••
OWNER -0.i.. ' '�....1�/..ruC �!c . ........................... ADDRESS
Dimension of Building
Width Depth Stories
USE
CONST.
ROOFING
LAND
:1 Family ..:.
Wood
� ,Wood Shingle
.Paved
! 2 Family,
Steel
I Asb. Shingle
Dirt
!Log Cabin'
Brick
Tile
Oiled
Bungalow
Concrete
Metal
; Swamp
' jApartment
l Stone
: Brook
Store
FNDTNS.
INTERIOR
'Lake F.
!Store & Apt.
Stone
Rooms
. Dams '
;Store & Office
i Concrete
! Apt. Rooms
,Sw. Pools
!Office
; Blocks
I Apt.
!Ten. Courts
!Gas Station
I
Brick
Attic Open
IGarage
; Piers
. Attic Finished
OTHER BLDGS.
i
EXT. WALLS
PORCHES
Barns
BASEMENT
Wood
X Front
' Shacks
Part
Brick
X Side
I Cottages
:Full
Brick Van.
X Rear
Bungalows
Cement Floor
Log
X Encl.
. Electric
Finished _
Shingle
MISC.
;Phone
Garage B. In,
Comp.
Plot Plan
I furnace
Field Slone
Driveway
TypeFoundation ......................... ...............................
Size& Use Each ....................... ...............................
Room with Window Area ..... ...............................
................................................... ...............................
SewerageType .......................... ...............................
Size of Septic Tank ................... ...............................
Lineal Ft. Drainage ..................... ...............................
Size of Dry Wells.Z:7.7.r. � ....�....`�.>
Plumbing
Description .................. :............. ....................:..........
Well
�� / n Description ............................... ...............................
Additional Information.S3 ....1. L4 4+.L....... 4. .....I.. X.........J..�T..O�.. ............................... ...............................
This application must be accompanied by a copy df surveyor's map and complete plans, specifications and all information required
by the Zoning Ordinance and .Sanitary. Code of the Town of Putnam Valley when requested by inspector.
Fee $ ..... ............................... Building
Total Livable Area .
i......� ....................... Sanitary
Date Zoning Board Approval .......
5 ..... ............................... Plumbing
5 .................... i.............. Well
u
/�ES /OG —tiJGC /VIK.
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Rear Lot
75.0'
Rear Setback
to deck / sunroo
114' 114'
conc. P do 1 sty.
Left Side IF Right Side
Side Lot Setback T Setback Side
to
166.40' to House 23' -7" House Lot
65.8' h® 78' 123:0'
--r— VI-L- 78'
65.8'
- -, •- .<.� - __....�`_ - . _r_ :.�_.....__.�_= a .....� - ,..58.2'
Conc. Porch Proposed SR over
$I ck Garage
Front Setback
to House
58.2'
Front
166.49'
RIDGE AVENUE
PJ
Owners Name Knapp one RA
Address 56 Ridge Ave., Putnam Valley, NY 10579 TM# _
Submitted By DK Vinyl Industries d /b /a _
Vinyl Tech, Inc. - 668 Dutchess Turnpike, Poughkeepsie, NY 12603
Phone: (845454 -0037 Fax: (845 )471 4927
Left Side
Side Lot Setback
166.49' to House
65.8'
Rear Lot
75.0'
Rear Setback
to deck / sunroo
114'
conc. PItio I sty.
ho use
65.8' -1.
Conc. Porch
582 Front Setback
to House
58.2'
Front
166.49'
RIDGE AVENUE
114'
Right Side
Setback to
23' -7" House
78'
78'
Side
Lot
123.0'
Proposed SR over
. Biitck Garage_..... _ ... .. .. :.. _ .. ..
TH1.1
AND
p�
GER.AID L. LYNNT
I,ANl) SURVEYOR, P.C.
WAPPINGERS FALLS, N.Y.
N.Y. REG. LAND SURVEYOR
No. 049292
- N/F DeMARCO
F7 Or Nt�z
LOT 152
L
CHARLES J. & MONA B. 0
N/F BELLINI X
LAGOND
TOWN OF PUTNAM. VALLEY
Puu,
TNAM COUNTY
'AN
NEW YORK
NOVEMBER 17, 1992 92-44 4.*qAL
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----------------
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LOT NUMBERS ARE AS SHOWN OZ" ; MAP
IPE
2 STY. TOTAL AREA 0.82 Ac, D.
STAR VIEW
AVE.
(BIT)
BLOCK
r
Dwa &
ENTITLED "MAP OF CAMP LOOKOT'
AND FILED AS MAP NO.* 97C.
S SY- N/F VELARDO
Ty.
E.P.
S 79*48' E
• P(ARKING
HYSEG 72U,10
195.0'
Bl_rl
1 7 LOT 99
LOT 134
LOT 155
LOT 156
LOT 157
R= 24.17'
:
f "
n
L = 3-47.36'
A = 88*33" 57'
t
LOT 100
,l ,
SCALE:1-=b
Z:
N 79.48' W QTjT?A7-17V FOR /TO
LOT 98
4
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0
VELL
Cu
- N/F DeMARCO
F7 Or Nt�z
LOT 152
L
CHARLES J. & MONA B. 0
N/F BELLINI X
LAGOND
TOWN OF PUTNAM. VALLEY
Puu,
TNAM COUNTY
'AN
NEW YORK
NOVEMBER 17, 1992 92-44 4.*qAL
sf
o
----------------
4
IPE
2 STY. TOTAL AREA 0.82 Ac, D.
BLOCK
r
Dwa &
S SY- N/F VELARDO
Ty.
• P(ARKING
Bl_rl
1 7 LOT 99
y�IVEyAY (SIT)
LOT 100
,l ,
SCALE:1-=b
Z:
N 79.48' W QTjT?A7-17V FOR /TO
- N/F DeMARCO
F7 Or Nt�z
LOT 152
L
CHARLES J. & MONA B. 0
N/F BELLINI X
LAGOND
TOWN OF PUTNAM. VALLEY
Puu,
TNAM COUNTY
'AN
NEW YORK
NOVEMBER 17, 1992 92-44 4.*qAL
sf
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Knapp
56 Ridge Ave
Putnam Valley, NY 10579
home office
play room
FIRST FLOOR
tj o
PUTNAM COUNTY DEPARTMENT OF HEALTH
HOUSE PLANS APPROVED FOR BEDROOM COUNT ONLY
3 BEDROOMS A'O$q —oQ
7--4,d62./7 -3 —g
ALL SUBSEQUENT REVISIONIALTERATIONS TO THESE HOUSE
PLANS MUST BE SUBMITTED TO THE PCOOH FOR APPROVAL
SIGNATURE & TITLE f DA E
Knapp Tax Map # 62.17 -3 -8
56 Ridge Ave
Putnam Valley, NY 10579
i 0' -9" -�
i
• Bedroom # 1
Rat
i
R,-,,of awo 0
Q
Top
Proposed
S -mroom
oE► Ex;sfi�9
i Wald Deck
i
Open
Fie lose Full Bath
i
i
Flat Roof Top
SECOND FLOOR
closet
closet .°
Ocloset
closet
Bedroom # 2
r 01aTIGWAIAMM
l3EnROO Ci1M
Bedroom # 3
FIND a
PUTNAM COUNTY DEPARTMENT OF HEALTH
HOUSE PLANS APPROVED FOR BEDROOM COUNT ONLY
BEDROOMS .. � O v 9- o v
54, 62./7-3 -$
ALL SUBSEQUENT REVISION /ALTERATIONS TO THESE HOUSE
PLANS MUST BE SUBMITTED TO THE PCDOH FOR APPROVAL
ISI NATURE & TITLE DOE
Knapp
56 Ridge Ave
Putnam Valley, NY 10579
BASEMENT
ti
PUTNAM COUNTY DEPARTMENT OF HEALTH i
HOUSE PLANS APPROVED FOR BEDROOM COUNT ONLY -,
3 BEDROOMS 4- O s? - 0 g
T./4.41 6J.. 17 - 3 - 4
ALL SUBSEQUENT- REVISION/ALTERATIONS TO THESE HOUS+ F
PLANS MUST BE SUBMITTED TO THE PCDOH FOR APPROVAL.
SIGNATURE & T TLE _ _ DATE--
6
e
SHERLITA AMLEI2, MID, MS, FAAP
•• '° "' a. iPde'wlfJ�Ju /iCl "ii } "IY�UII%i ^• -y- __ ,,• y
LORETTA- MOLINARI, RN, MSN
Associate Commissioner of Health
DEPARTMENT OF HEALTH
I Geneva Road, Brewster, New York 10509
Town Legal Bedroom Count
BD.
County Executive*
Re: gn „ (Owner's Name)
Tax Map #: 624
Address: 56 Ridge Avenue
Town: Putnam Valley
Year Built: 1920
According to records maintained by the Town, the above noted dwelling,
is xx
in compliance with Town Code.
is not in. compliance with Town_Code.
The ]Legal Bedroom Count is: 3
�,__ This information has been__obtainedfrom: -_.. _..
CertificateofOccupancy: (addition) 95 -118 (Music Room)
Other: Assessor's Records
As s i s L3uilding Inspector
MI.
Environmental Health (845) 278 -6130 Fax (845) 278 -7921
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
�lffA�
✓ /�, 1008
0
►,:,-�. �9..( TOWN OF PUTNAM �lALLEY
onA :.................. PERMIT RECORD
\apticatton is `hereby made forte ....:..............
)esceiption ........... a
N° eta 983-
Permit Work to start .....
5••••••••Lf�,Fl -.....
.............. ....................................... I ................................................................... .....................
.ocation ~of. Premises- Street or Road ....... X a 41 .••••••••
iEC............................ BLOCK ........................... LOT ........................... FRONTAGE ............. ............................... Depth ....
ACRES (other description) or pqmber of square feet .........
SUBDIVISION NAME NAME ........ ............ ..I ........
. . ...............................
DWNER ..1.l1..
...... Rear ...........................
....... ....................................................._,............. ...............................
ADDRESSleZ. ............... .V••• ... ...............,.
LAND Dimension of Building
USE
CONST.
j
ROOFING
.1 Family
Wood
Wood Shingle
Paved
2 Family
Steel
Asb. Shingle
I Dirt
Log Cabin
Brick
Tile
i Oiled
Bungalow
Concrete
Metal
Swamp
i iApartment
Stone
i Brook
Store
FNDTNS.
INTERIOR
':
Lake F.
Store & Apt.
Stone .
Rooms
Dams
Store & Office
Concrete
I Apt. Rooms
Sw. Pools
Office
Blocks
i Apt.
Ten. Courts
Gas Station
Brick
Attic Open
!
Garage
Piers
. Attic Finished
OTHER BLDGS.
EXT. WALLS
PORCHES
Barns
BASEMENT
Wood
X Front
'Shacks
Part
Brick
X Side
!Cottages
Full
Brick Van.
X Rear
Bungalows
Cement Floor
Finished
Log
Shingle
.
X Encl.
MISC.
;Electric
Phone
Garage B. In,
Comp.
Plot Plan
!Furnace
Field Stone
Driveway
Width Depth Stories
TypeFoundation .......................... ...............................
Size& Use Each ....................... ...............................
Room with Window Area ..... ...............................
........................................................... ...............................
SewerageType ........................... ...............................
Size of Septic Tank ................... ...............................
Lineal Ft. Drainage ..................... ...............................
Size of Dry Wells .3..- ..7..�T....C1 j-4�.1......%.....
Plumbing
Description ......
Well
Description................................ ...............................
.Additional Information . ..... ...:..7.. .. ... _ ..............._............. .....................:.........
_ uired�
This applic "anon must "bES 'a'ccompanied 'L`y"8 `i oNr - -s�� i ; °cr , :�,�p arid• .oar p t� , r tart _ �q
by the Zoning Ordinance and Sanitary Code of the Town of Putnam Valley when requested by inspector.
Fee a ..... ............................... Building
................
Total Livable Area .................................................... ...............................
$.....� ...12: '......... Sanitary
......................... ...............................
Date Zoning Board Approval ........................
5 ..... ............................... Plumbing
a..... ............................... Well .L.
_ . ... ;"'.�,,°„'•� .. .. - ...................................
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