HomeMy WebLinkAbout0832DOCUMENT CONVERSION SERVICES PROVIDED BY
IMAGING & MICROFILM ACCESS, INC.
www.scanyourdocs.com
631- 589 -8100
24.18 -1 -6
BOX 9
00832
' I
,`
d''
, ■
'
T
�r, '
I
.1
r�
�,
F�I ■
,
I
00832
,: ': _.� '•�� 7,
S
Rev., 3/86 ` PUTNAMCOUNTYDEPARTMEENTOFHEALTH
_ Dlvislonof Environmental Health Serylees Carmel N Y 10512'
;2z Engineer Mast Provide P: 5 4- 86
p C:H D Permit q
CE ATE OF CONSTRUCTION..COMPLIANCE>FOR SEWAGE DISPOSAL SYSTEM. PATTERSON.
Town or VWage
Located at OLD ROUTE '22 Ta�MaP. '69 Block 5: : tAt 3.
R 'IC. WEIGAND P /WEIGAN�D S
Q 2
Owner /applicant Nam Formerly Snbdlvieioo`fGP abdv. Lot q '
Mulling AddeeBS' TULIP_ DRIVE' zip Date Y0509 . permit Issued `' 8/4/$6
'BREWSTER, NY
Separate,Se�vdrage system built by ME Construction .Corp'. adarese ,'Box: 693; 'Pawling, NY 12,564
conalating oi' „''' ' '��' 12'S 0 Gallon Septic Tank and 444 'L F T i I iP F l 6 ld S
Water Supply: Public Supply' From Address
Beal or:. X ' Private Supply Drilled by P.F. Address
g� Has Erosion Control Been Completed? VA
4 ? d r O O m S ft. NO'-
Number of Bedrooms s a ner, Been Installed?
Other Requirements l .t 'Fill .3.0:0
�I certify thait' the system(s). as lasted nerving' the above `premiaes. were,donatruc8; esentially.as ah sof.,the completed,.work (copies
of which are' attachedi`,.and an accordance with the standards; ralea an9.requT i'o in ac or t ed�plan,'and the permit 'issued by the
Putnam County Department'Of'Health..
3 12187 " Certified DY . P.E. R.A.
Date ..
Address BALDWIN & CO' ELIUS P . C . RD6 R 22 BE R; NY - 38329
Any 'person `occupying piemises served by the above system(s) sAail,piomptly take -sucA 'action of may be nods 11 y -to 6eCU►e the correction of any unsanitary
conditions .resulting from such .usage. Approval of the. separate,_sewerege „system shill become null and void as soon as .a pubti: sanitary ywer becomes
avallable';and the approval, of the' private ,water su'pPly shall`becomi null and .void .men a public water supply becomes available. Such approval's are
'subject -to rriotlification' of change'1when, in.fhe Judgment of the Cornniii;io' of ,Health; . 4e6ocatiori, modification or change is necessary.
Date Title
ERIC WEIGAND
Owner or 1,urcEas r I ui.l 1, ng
D_& E CONSTRUCTION_ _
13ulldi.ng Construct, cd by
OLD ROUTE 22
Location - Street
CONTEMPORARY
Building Typr,
P_ATTERSON
Mun cipal�ty
69
Iec tlon
5
Block
3
Lot
GUARANTY OF SEPARATE SEWAGE SYSTEM
I
I represent that I am wholly and completely responsible for the +.ti
location, workmanship, material, construction and drainage of the sewage
disposal system serving the above described pi,operty, and that it has been;.; ?,�4;
constructed as shoun on the approved plan or approved amendment thereto,
and in accordance vi th t.ie ;rr
' i standards, x�ul.es and regulations of the Putnam.•; ?�'�:;r;�ri
Col:nty Dee, -! rt--- i ^_'__t n._ Te l t n,rd hnrcb- - - -,?rant y to the oZ,.Tre-, hi s,, succes-
sors, heirs or a_ssi. tis, to place in � cod operating condition any part of I }Rl
said system constructed b;;r me ,which fails to op:,rate for a period of two
years i.rimediately follo „•ling the date of initial use of the sewage disposal:
system, or any repairs :T_ade by me to such syste!'7, except where tha failure. °.;�;:
to operate properly is caused by the ,-jill.fu_l or negligent act of the occu -:.` ; :y
pant of the building utilizing the syst..ri.
The under. sighed furtlt-:�r uerees to accept as conclusive the de-
4. ' >h=
termination of the Director of the Divi.s`ion of Env J - onmenual Health Ser-
vices of the Putnam County Department of Health as to who er or no the >'
failure of the system to operate Teas c.a.used by the wi.7 � or negligent <n
.
act of' the. occuman.t, of the building ut�iilizing the sy to
Dated this �� day of ��� � 19 v 7 Signature
G s.0 Titl e
elf corporatioti, give name
and address) ”-
THR�;E (3) COPIES ARE RE UIRFD WITH THERE" (3) COPIES OF FINAL PLANS BEFORE
CERTIFICATE OF C011P�JETION WILL BE ISSUED.
GUARANTOR IS REOLTIRED TO FILE NOTICE OF DA-1.'E OF FIRST USE OF SYSTEM.
...�
- - - - - - - - - - �..f
Division of Environmental Health Services, Putnar,l County Department of Health.
T.T"T T t1^XmT 'Vr1 Tr WT TIV1nl%nT
• � '�`1
�•, ::; *
*
�w YD
WL' LL VVl "Li L11J1 iVlY 1 \l.:Il Vitl
DEPARTMENT OF HEALTH
Division Of Environmental Health Services
PUTNAM COUNTY DEPARTMENT OF HEALTH
Office Use. Only
!WELL LOCATION
STREET ADDRESS: WNW II I TAX GRID UMBER:
Old Rte 22, Patterson', NY. -°
WELL OWNER
NAME: ADDRESS: Dan Tacinelli
D &E Construction Corp.,Bax 693.Pawling,NY 12564
❑ PRIVATE
❑ PUBLIC
USE OF WELL
1 - primary
2 - secondary
12 RESIDENTIAL O PUBLIC SUPPLY ❑ AIR/COND./HEAT PUMP ❑ ABANDONED, .
❑ BUSINESS O FARM ❑ TEST /OBSERVATION O OTHER (specify)
❑ INDUSTRIAL O INSTITUTIONAL ❑ STAND -BY ❑
MOUNT OF USE
YIELD SOUGHT gpm. /N0. PEOPLE SERVED /EST. OF GAILY USAGE gal.
REASON FOR
DRILLING
6 NEW SUPPLY ❑ PROVIDE ADDITIONAL SUPPLY ❑ TEST / OBSERVATION
0 REPLACE EXISTING SUPPLY ❑ DEEPEN EXISTING WELL
DEPTH DATA
WELL, DEPTH 160 ft.
STATIC WATER LEVEL 30 ft.
DATE MEASURED 1/30/87
DRILLING
EQUIPMENT
3 ROTARY a COMPRESSED AIR PERCUSSION ❑ DUG
0 WELL POINT. ❑ CABLE PERCUSSION ❑ OTHER (specify):
WELL TYPE
❑ SCREENED ❑ OPEN END CASING. -U OPEN HOLE IN BEDROCK O OTHER
CASING
DETAILS
TOTAL LENGTH 21 • tL
MATERIALS: aSTEEL ❑ PLASTIC ❑ OTHER
LENGTH.BELOW GRADE 2� ft.
JOINTS: ❑ WELDED CSTHREADED ❑ OTHER
DIAMETER 6 in.
SEAL: I9 CEMENT GROUT O BENTONITE OOTHER
WEIGHT
PER FOOT 19 Ib_ /it.
I DRIVE SHOE: OYES ❑ NO
LINER: O YES C91NO
SCREEN
DETAILS
DIAMETER (in)
'SLOT SIZE
LENGTH (1t)
DEPTH TO SCREEN (ft)
DEVELOPED?
FIRST
O YES ONO
HOURS
SECOND
_
GRAVEL PACK
❑ YES
0 NO
GRAVEL
SIZE:
DIAMETER
OF PACK in.
TOP
DEPTH ft.
BOTTOM
DEPTH It.
WELL YIELD TEST If detailed pumping
METHOD: ❑ PUMPED t tests were done is in-
t
XXCOMPRESSED AIR formation attached?
O BAILED ❑OTHER ; ❑ YES O NO
WELL LAG tf more detailed formation descriptions or sieve analyses
yy are available, please attach:
DEPTH FROM
SURFACE
Water
Bear.
ing
Well
Dia-
In
FORMATION DESCRIPTION
CODE.
ft
tt
WELL DEPTH
ft.
DURATION
hr. min.
DRAWOOWN
It.
YIELD
gpm.
Surface
L 1
n in overburden 'clay & bldrs
Hi
.r
ck at 5 feet
160
6
140
10
-.21
DrLlllng
in rock,set.casing,grouted
WATER ❑ CLEAR TEMP.
QUALITY O CLOUDY HARDNESS
O COLORED ANALYZED? OYES ONO
ANALYSIS ATTACHED? O YES ❑ NO
STORAGE TANK: TYPE
CAPACITY GAL.
PUMP INFORMATION
TYPE
MAKER
MODEL
CAPACITY
DEPTH
VOLTAGE HP
WELL DRILLER NAME P . F . Beal & Sons , DATE.
PO Box B $O - 8
ADDRESS SIGRXTURE
Brewster , NY 10509
a
ELLIS A. TARLTON LABORATORY
4, f DIVISION OF ELLIS A. TARLTON, ENGINEERS, INC.
CHEMICAL 34 PLEASANT STREET DANBURY, CONN. 06813 -2328 . MATER - WASTEWATER
PHYSICAL METHODOLOGY
BIOLOGICAL P.O. BOX 2328 203- 748 -7903 APHA - EPA - ASTM
REPORT OF BACTERIOLOGICAL AND CHEMICAL EXAMINATION OF WATER
NAME AND
ADDRESS OF Frank. Mengler Heating & Plumbing
PERSON TO
RECEIVE RD3 Freemobt Road
REPORT
SOURCE Of SAMPLE
Water Supply,
Old Rt. 22
Weigang Res.
Patterson, N.Y.
Brewster, N.Y.' 10509
LDATE OF COLLECTION Sept. 11, 1987
DATA COLLECTED BY F. Mengler
Hydrogen Ion
COLOR
TURBIDITY
ODOR
CORROSION INDEX
DISSOLVED SOLIDS
Concentration
LANGELIER
(PH)
RYZNAR
NTU
Mg /L
Alkalinity as CaCO3
Fluoride (F)
Bicarbonate
Nitrite
Mg /L
Mg /L
Mg /L
Alkalinity as CaCO3
Chlorine Residual
NITROGEN
CONSTITUENTS
Nitrate
Mg /L
Carbonate
Mg /L
Mg /L
AS
Total Hardness
Conductivity
NITROGEN (N)
as CaCO3
Ammonia
Mg /L
Mg /L
Mlcromohos/cm
M
Iron as Fe
Mg /L
Mg /L
Chlorides as CL
Mg /L
Manganese as Mn
Mg /L
Mg /L
Detergent as MBAS
Mg /L
Sulfate as SO4
Mg /L
Mg /L
The arithmetic mean of all standard samples examined par month using the membrane filter (echnique shall not exceed MEMBRANE FILTER TEST
one colony per 100ml. Coliform colonies per standard sample shall not exceed 3 /50ml, 4/100m1, 7/200m1, or 13 /600ml Coliform Colonies /100ML
in: (a) Two consecutive samples; (b) More thin one standard sample when less than 20 are examined per month; or (c) 0
More than five per cent of the samples when 20 or more are examined per month.
AT THE TIME THE SAMPLE WAS SUBMITTED:
XE 1. The results of the analysis of this sample were satisfactory and met requirements for a potable water.
2. The results of the analysis of this sample were satisfactory for a potable water but certain of the chemical or physical constituents were high. These are as follows:
El3. This sample was not satisfactory since It did not meet the bacterial requirements for potable water. The presence of organisms of the coliform group in a sample of potable water Is
undersirable and, while not necessarily Indicating the presence of any disease- producing organisms, does Indicate that such contamination might survive to the same extent. The
presence of organisms of the coliform group may also indicate that the treatment was not adequate at the time the sample was collected.
ED4. This sample was unsatisfactory as a potable water because certain chemical or physical constituents were above acceptable limits. These are as follows:
COMMENTS
The bacterial analysis showed no organisms of the coliform group at
the time the sample was collected which indicates the water potable.
L15 /�;11/10, 16, -Cll���
Certified.............................................................. ...................:...........
1 y
f.
II.
IV.
V.
VI
!' FINAL SITE INSPECTION Date
rk � Ins ct by
;CATION �J ) Cli"` �' �lJ OWNER I ��.
# IM # OR SUBDIVISION LOT #
UCJ� U I� &A V I v
!P •
YE-C
NO
COMMENTS
SEWAGE DISPOSAL AREA
a. SDS area located as per approved plans
b. Fill section - Date of placement
2:1 barrier. LGTH WIDTH AVG.DPTH
c. Natural soil not stri
d. Stone, brush, etc., greater than 15' from SDS area.
e. 100 ft. from water course /wetlan
SEWAGE.DISPOSAL SYSTEM 11 \�
a. Se tic tank size - 11000 1,250
X
b. Septic tank installed level
c. 10' minimum fran foundation
d. No 900 bends, cleanout within 10 ft. of 450 bend
e. DISTRIBUTION BOX
1. All outlets at same elevation - water tested
2. Protected below frost
3. Minimum 2 ft. original soil between box and trenches
f. JUNCTION BOX - ro 1 set
g. TRENCHES
1. Length required - Length installed
f ✓ _
x �,s� (�
2. Distance to watercourse measured, ft.
3. Installed according to plan
4. Distance center to center
5. Slope of trench acceptable 1/16 - 1/32 " /foot.
6. 10 feet fran property line - 20 feet - 'foundations
7. Depth of trench < 30 inches from surface
8. Roan allured for expansion, 50$
9. Size of gravel 3/4 - 11" diameter
10. Depth of gravel in trench 12" minimum
11: Pi 'ends captxO
h. PUMP OR DOSE SYSTEMS
1. Size of chamber
2. Overflow tank
' ,
3. Alarm, visual /audio
4. Pump easily accessible manhole to grade
5. First box baffled
6. Cycle witnessed by Health Department
vv
estimated flaw per cycle
HOUSE
a. House located per approved plans.
b. Nmter of bedroans
WELL
a. Well located as per approved plans
X
b. Distance fran SDS area measured Ar 90 ft.
c. Casin 18" above grade.
d. Surface drainage around well acceptable.
OVERALL WORKMASHIP
a. Boxes properly outed
b. All 2ipes partially backfilled
c. All 2ipes flush with inside of box
d. Backfill material contains stones < 4" in diameter
e. Curtain drain installed according to plan
f. Curtain drain outfall protected & dir.to exist.watercours
g. Footing drains discharge away fran SDS area
h. Surface water rotection adequate
i. Errosion control provided on slopes greater than 15 %.
4
,
UCJ� U I� &A V I v
!P •
a �► I
*�
V�L� �
�' ��`
`, , �^,
� ��1`
. ��
���',.
v.� ��
�-
v�
�:
l .:�CONSTRUCT[I
Located'at {
.. { t Subd1vlelon Nai
y
J, �7
, ,Owner /Appllca
Mailing Addrei
1
f
BaUdln9 Type
�r M ber of Bik
n
t ; 'to,Sewer
t To
Water`Suppi�t
i • ^� t
`t'.' � Other'Regalre:
represent tlia
above Cescr,be
County 'Depa,
be s6bmitt6d
S,, place in good
lance of the,',
willrtie located
County Oepa
t
APPROVEOyF
i } revocable fol4
requires a n
H.
bi
4�
(t b ;PUTNAM , UNTY'DEPARTMENT OP.HEALT
• b `� `- Division "of Environmental Health Se>•vlcee Carmel N '
•,7 err i, emu`T P t t,�, e t t a c• ,�• a ,••� § 's?..'.'J
II rXIDIR'SEWAGE
;oute`22 }`
IppWeiigand , �2 �V z,
" Sabd Lot p } Ta: Maj
r + F
S
.�+ � F E�tr �1 c '' W e Llsq +a f lid l � t Y,,� •y „ , Renewal
Date of •1
.S
`5
em to coneiat of Gallon Septic Tank ana
'> `f to `ber`tdete,rmu!
_Prlvate;,Snpply dUed'by _Address
y
.AAAreu
n
4
provide Permit _�
on CERTIFICATE OF COMPLIANCE,
U,
A a TI a , a
r
efr
�' Town or Village ,
r =�
n_ t
ster 1' gip.. 105.09
t.
)nly X Depth �— Yolnme�?�QQ tF u +
otlticatlon le Required When,Fill iii completed
e'1ds
w r
�j
jm(s) 1) that the separate sewage disposal system
the standerdi��rulesjan regu a . ons +o a u• rtam� � c� t `
ice tlsfactory.to , the -Commissioner of�Healthwill
r assiyni by the bu�I Iar that se id builder "will
yea i
3 rss fh diets, f the date of the ,Issu
irs,,th xthe drilled well described " abovve ' '
d ./rules and regu 0 ns of the Putnam
RA a E
f2 t,2 2 B�ri,�,,e r 3 8 3 2 9'
utio of ;the b�uildirtg has been undertaken and is
Any change or alteration of cons ruction
I
I
DEPTH
6.L.
611 •
1211
1811
211 u
,Ou
J
36t1
4211
11811
51111
6011
66i1
1 211
7ZOT 1lI' 011I'A lutQUIREED TO BE SUBM117E1D 1;ITII hPFLICAI'I011
DESC11I1y7' T oll or' sonz iii-icouirri ;ED III TEST II0LE3
110LE 140:: 2A IIOLE 140. 2B• . HOLES I40.
Topsoil Topsoil
Sandy Loam
Sandy Loam W. Stones,
611 _ 110
1
Sandy Clay
r
7811 Rock Rock
U4" '
111DICATE LEVEL AT WHICH GROUND WATER IS ENCOUNTERED
IIID1CATE LEVEL TO WJLLCII WATER LEVEL RISES Art fER BEING ENCOUNTERED
TESTS I.1lill E BY John Eberle Date . 7/5/85
Boll Rate Used 10 MlIVillDrops S.D. Usable Area Provided 5,000 SF
4_ _ Septic Tatilc Capacity 1 50 't�OR �� /
Ilo. of Bedrooms � .
Absorption Area trovlc it By '44.4' L.I'.x2411 :i�b, 101,E `� w' � r �—
unn
lrroe Baldwin & Cornelius, P.C.–
Address RD 6, Route 22
.Brewster, NY 10509
a, tine - .c' '
°D 1980
a5 ' S
' ,��/._ •VFW -yo �• .��� AA.��B• -.i��
THIS SPACE FUJI USE LAY. 1 M1'11 DEPAR'1'J HT OHM
Soil Rate Approved Sq. Ft /Gal. Checkod by,
Wte
-Submitted By: Baldwin & Cornelius', P.C.
RD 6 - Route 22
Brewster,.New York 10509
(914) 279 7115
PUTNAM COUNTY DEPARTMENT OF HEALTH
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
COUNTY OFFICE BUILDING, CARMEL, N. Y. 10512
DESIGN
DATA.SIIEET- SEPARATE
SEWAGE DISPOSAL SYSTEM
FILE NO.
Owner:.
Eric Weigand'
Address. Tulip Drive).
Brewster, NY 10509'
2
01 -
Located at ,(Street R .e 22 /Rte 164 Sec. 69 Block 5 Lot 3
Nidicate nearest cross street)
Municipality Patterson Watershed Croton
SOIL PERCOLA'T'ION TEST DATA REQUIRED TO BE SUBMITTED WITH APPLICA'T'IONS
Lot 2
To one
Number CLOCK TIME PERCOLATION PERCOLATION
Run, Elapse Mpth to Water Water ve
No. Time . From Ground Surface in Inches Soil Rate
Start -Stop Min. Start Stop Drop in Min. /in drop
Inches Inches Inches
A 1.30
-
00
30
21
25 3/8
4 318
6.85
2
01 -
31
30
21
25 3/8
4 3/8
6.85
32 -
02
30
21
25 1
41
7.06
11
5'
B 1
32 -
02
30
21-
24
3
10..OU
2
03
- 33
30
21
24
3
10.00
34'_
04
30
21
11
5
1
2
3
11
5
Ilotes: 1) Tests to be repeated at same depth until a roximately equal soil
rates are obtained at each percolation test hole. All data to be submitted
for review.
2) Depth measurements to be made from top of hole.
�• ► • • �1• 1:8 • 13" • • �• •, ��1 v .►�► �1' •I y
INDIVIDUAL MTER SUPPLY .& SUBSURFACE SEWAGE DISPOSAL SYSTEMS
REVIEW SHEET - CONSTRUCTION PERMIT
DATE REVIEWED:
BY: r % 4�
(Name/'4f Owner) (St r t Location)
Apr NO DOCU] OM /O
Permit Application
Corporate Resolution
Plans - Three sets
Engineers Authorization '7- F%
Design Data Sheet (DDS)
Ad- Deep Hole Log
Consistent Perc Results (3)
30" Perc Hole
Other
House Plans - Two sets
If PWS - Letter
Variance Request
REQUIRED DETAILS ON PLANS
Sewage System Plan
Sewage System Hydraulic Profile - Gravity Flow
Fill Profile & Dimensions. - Volume
D or J Box;Trench /Gallery; Pump pit details
Septic Tank - Size, Detail
Well Detail, Service Line if over
Construction Notes
Design Data
Two -Foot Contours Existing & Proposed
Driveway & Slopes Cut
Footing /Gutter Curtain Drains
Perc & Deep Holes Located
Representative of Sewage & Expansion Area
Expansion Area;shown;gravity flow,suff. size
If ftrped Pit & D Box Shown & Detailed
House - No. of Bedrooms
Wells & SSDS's w /in 200 ft. of Property Located
Property Metes & Bounds
House Setback Necessary (Tight lot)
House Sewer - 1 /4 " /ft. 4 "0; Type pipe
No Bends; Max. Bends 45° w /cleanout
SEPARATION DISTANCES SPECIFIED ON PLAN
Fields
10' to P.L., Driveway, Large Trees
20' to Foundation Walls
100' to Well; 200' in D.L.O.D, 150' pits
100' to Stream, Watercourse, Lake (inc. expan)
15' to Drains- Curtain,Stom,Leader,Footing
25' to Catch Basin
10' to Water Line (pits -201)
Septic Tanks
10' from Foundation M
50' to Well C -I-
15' Well to PL -72-
GENERAL
Legal Subdivision
Subdivision Approval Checked
Ex- approval SSDS Adj. Lots Checked
Wetland (Town/DEC Permit R & D)
Data On DDS Plans & Permit Same
PUTNAM COUNTY DEPARTMENT OF HEALTH
o DIVISION OF ENVIRONMENTAL HEALTH SERVICES V` 1
.
COUNTY OFFICE-BUILDING, CARMEL. N.-Y-. 10512 ,
DESIGN DATA SHEET- SEPARATE SEWAGE DISPOSAL SYSTEM FILE NO.
Owner, Eric Weigand Address'. . Tulip Drive, Brewster, NY 105093.:
Located at (Stree$ndicate Rte 22 /Rte 164 Sec. 69 Block 5 Lot 3
nearer cross street)
Municipality Patterson Watershed Croton
SOIL PERCOLATION TEST DATA REQUIRED TO BE SUBMITTED WITH APPLICATIONS
Lot 2
31
30
21
253/8
110 le
6.85
3 32 -
02
30
Number CLOCK
TIME
4j
PERCOLATION
PERCOLATION
iun
Elapse
Uepth.to
Water Water Level
No.
Time
From Ground Surface in Inches
Soil Rate
Start -Stop
Min.
Start
Stop Drop in.
Min. /in drop
02
30
Inches
Inches Inches
3.
1 30 - 00
30
21
25 3/8 4 3/8
6.85
2 01 -
31
30
21
253/8
4 318
6.85
3 32 -
02
30
21
25 $
4j
7.06
a-
5
5.
1 32 -
02
30
21.
24
3.
10.00
2 03 -
33..
'. -30
21.
- _.. 24
3 _
...: 10.00
3 34 - n4 30 21 24 3 10.00
1!
�;M;
Tlotes: 1). Tests to be repeated at 'same depth until a roximatelyy egiinl soil
rates are obtained at each percolation test hole. All data to be submitted
for review.
2) Depth measurements to be made from top of hole.
a-
5
Tlotes: 1). Tests to be repeated at 'same depth until a roximatelyy egiinl soil
rates are obtained at each percolation test hole. All data to be submitted
for review.
2) Depth measurements to be made from top of hole.
• D�P7'11
G.L.
611 '
12" .'
TEST PIT DATA REQUIRED TO PIS' 'SU.PMITTED VIITH APPLICI' TI0I1
DESCRI11j' T 011 OP' SOILS B.1100UHT EZED I1,; "TEST 1101.113-3
+� 1
1101E I406. 2A HOLE 110. 2B*. HOLE I40.
To soil
Tops- oil
18" Sandy Loam
2411 Sandy Loam W Stones
'nII 611 _ 110
J JV
4211
48" Sandy Clay
5411
6011
.6611
7211
7811 ' Rock Rock
8411
I1k'DICA`1'E LEVEL AT WHICH GROUND WATER IS ENCOUNTERED
INDICATE LEVEL TO WIICH WATER LEVEL RISES AFTER BEING ENCOUNTERED
TESTS MADE BY. Date
Soil Rate Used 10 k1bV1 "Drop: S.D. Usable Area Provided 5,000 SF
Ito. of Bedrooms 3 Septic Tank Capacity 1,000 Gals. 'Type Masonry
Absorption Area rov ecT By 333 ' �
L.F.x2411XII "1111111111 , Width triic i! .
� Ot OF hr
l' Fill Required .�`��� • '' ro
Dame Baldwin & Cornelius. P. C._
Address RD 6 Route 22 `mS £ EA L
Brewster, - 1980 $'
THIS SPACE FOR USE 13Y 11EALT11 DEPART ME HT ONLY: ij�i,,,h � 1 y1d`fSSIGNP�
Soil Rate Approved Sq. Ft/Gal. Checked bye'w''
rQ,
t l
-Submitted By: Baldwin & Cornelius-, P.C.
RD 6 - Route 22
• Brewster, New York 10509
(914) 279 7115
U1V1BtU11 Ulr EllVIRUNI- 1611111AL 1 M L'1'll SEIIVIUL9 1percolation of On -Site Soil
CUUII'1'Y U1171UL 13U1LUlIIU1, VAIU1LL;: 11. Y. IU512 To Be Used As Fill
41�1
DMIU11 DATA 131 r T -BEI VAJU1'1'1S BEVAN lllg1'03AJU 8113 'EI-1 6/30/861 "ILL IIU '
UW�io� Eric Weigand naal,eep Tulip Drive , Brewster, NY 10509
Luc.utod ut ` Bt -veet 0 Route- 2 Sea. 69 lllucic •5 Lut 3
dd
�li:cicate eti•ogC
IluItlollktllt;y Patterson NaLet'eliea Croton
GULL' 1'L11UU1ATIU11 IE3'P DATA 1ILQU11I11) '1'U UL UUUIIl'1 "1'1��U ll 1'111 /l I'1'Ll(ll'1'lUllll
11615
2
llun1l10r (LUCK
'1'11.113
FEMOULf TIU11
1'EIICULII'1'lU11
Will
U1.appa
I e j)Cli v Watel, �Je .5 5vel
llu.
'1'Li�e
11.01 01'owd, gul'1•aae
iu 11 ohed
UU1.1 KILO
f31;att -3Lop
I11u.
gtax•t OLD
Drop J•u
1•11n. /lip drug
Inches 11Icilee
Inchee
A 111:45 12:15
30
21'. 24
3:0
10
212:16 12:46 30 21 24 3.0 10
312:47 1:17 30 21 24.25 3.25 9.23 _
1 ••
2
j
II ID
Ilut;(Iv1 1) 'I•czotu W be repeated at en.nie 4lepth utltil n a•nxInia Lely e(iii�.l r �1�
x-11 ,oe ure Obtained 4t eauh pet'oplgt 011 teat Dole. All du .0 to be ou it L c3
I'm- 1•6v ewe
2) UopLh meaeuremeute to be made 1'rom top o!' (role.
Submitted By: Baldwin & Cornelius, P.C.
RD 6 - Route 22
Brewster, New.York
(914) 279 -7115
1s
WELL -b
21
i� gm
EXIS1.
WELL, l
i.
Y{
16 Uj /
s' CLEAN OUT
k
Li/ h �J
A B
1 -3145
I
1
I I I j l
171 1
11� ,
1
11 111111 I TILE FIELDS
, '
112 1 1
1s 1 .1PI
i
3
15.
JD
W A
1.= V
'7
� V
a'
I
PTSA
DIST-
PTS.
DIST,
A-1
84'
P3 -1
1 U7'
A - Z
78'
B - Z
100'
A-3
-7 3'
13-3
`15'
A-4
7`j'
13 -4
`i0'
A -5
C.
5-5
84'
A - C-
F01'
G-6
/18.
A -7
114'
13- '7
�l8'
A -f3
! 10'
r3- s
95'
A -9
lob'
13-9
iZ'
A -10
91
0-10
103'
A -II
133
0-11
144'
A -iZ
131'
0� 12-
141,
A -13
130'
�3 -13
r39'
A -14
1 27'
Q- 14
132-'
A -15
C- 18
Z43'
F -18
C -!9
Iq6'
F -19
i7 -7'
D -Z.I
63" 1
E -Z'
7Z'
NO. DATE
t .
1 •
i
r
k
NOTE: 1,BAFFLE HAS BEEN PLACED IN
FIRST DISTRIBUTION BOX
TMtt'S IS TO`.CERTIFY THAT THE SEWAGE
DIS'P -0SAL. SYSTEM WAS CONSTRUCTED AS
INDICA'ITED ON THIS PLAN AND THAT THE
SYSTEM'WAS'INSPECTED UNDER MY
SUPERVISION BEFORE IT WAS COVERED
OVER. ` THF,4Y5,,TFM WAS CONSTRUCTED
IN ACC.O A`NI` ` ;W W,,,ALL STAN of.
RULES} S OF
PUTNA9 ONTY DEPNENT
AND ThI NE1t. fV -1�8�E .
OF HEAHt
� z
Z
t „A,,, Wdl C. RN NP
REVISIONS
BALDWIN & CORNELIL
CONSl.il-1 -ING ENGINEERS —LAND
F REEPORT, NEW YORK