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01203
Building Type ES \OEN� \,,; nte1+1HQ -Lot Area
N - Renewal'_ Revision _0
Date, of Previous_ Approval
Fill Section Only ❑ 1
I represent .that am wholly and! completely responsible for, the dis�ign� and
above described will be constructed a' Shown on: the.appcoved amenarrtentt
-- County Department. of; . Health;. and that on completion thereof a :Certif;i
besubmitted,'ao the Department,.,:ind a. written ;guarantee will,be'furni
:place in, good operating condition. any -pact of, Said Sewage,; disposal sy
,.. f ctiicate' of ConstrucGOr.,Gomphance of
_ance o e
"iwill be,located'as shown on the approved,.plan and that said well will be insU
x :County Department of . Health
Date OC'(O�E.0.Sfi 5 n °ed
Adtlress �1.;;•,d91 � A �
APPROVED FOR' CONSSRUCTION:.. This approval expues one yea►firon
,,?.revocable for,.cause. or maybe amended or- modified`.when considered nec,'l
- '`,►epuirev a now. permit..'. Approvetl foi- disposal of.46niestic sanitary seN
Date BY
.,,Rev., 9 -81 -. - ^''''
a]
• z
lea the "•proposed •system(sj; lj that the 4the" o sewage disposal system
re to and in accordance with.tha standards. .rules u a ons.o a u'inam
ate of, Construction Compliance" satisfactory to mmitsioner of Health will
iea the owner his'suc`cessori. heirs-or assigns by the builder, that said builder will '
am- during the pejiod of,two•(2) years Im mod lately. fol low 114 thedate of'the
the original'system.ior any repairs thereto; 2) that the drilled well,'described above i
left �n accordance with 'the standaids. rules -and•: regu a�T' nsof the `,Putnam y
P.E. ✓ RA 1
�- License No
the;date issued unless construction of the'building fias';been undertaken and is i
sry by the Commissioner,of,Health.. Any change or alteration, of,eonstruction, i
ge; and /o`r: private, water' wpply only T
t a Title :.
DAVID D. BRUEN
County Executive
DEPARTMENT OF HEALTH
Division Of Environmental Health Services
November 19, 1985
Mr. Robert Rutledge
Lakeport Drive .
Patterson, New York 12563
RE: Proposed Construction Permit
Lakeport Drive /Barnard Road
(T) Patterson
TM 63 -3 -1
Dear Mr. Rutledge:
JOHN SIMMONS, M.D.
Deputy Commissioner
Review of plans and other application materials relative to a construction
permit for the above- captioned property has been completed by the Department.
Based upon such review, you are hereby advised that approval of these
plans cannot be granted for the following reasons.
- The proposed well is not a minimum 100 feet from the proposed
subsurface sewage disposal system.
Based upon your engineer's soil percolation test, which indicated a
soil rate of 21 - 29 minutes per inch, 1,000 square feet of sewage
absorption area is required for a two - bedroom house (200 gpd per
bedroom). This includes the primary sewage area plus the 50%
expansion area
Plans provide for only 384 square feet of sewage absorption area.
Returned herewith please find two copies of the sewage system plan and two
copies of the house plans
If you have any questions, please call me at ext. 2410
Very yours,
J hn Karell, Jr., P.E.
D rector
Environmental Health Services
JK :mk
enc.
cc: Zarecki, P.E.
JK
RT
File
TWO. COUNTY CENTER - CARMEL, N.Y. 10512 (914) 225 -3641
L
i
a
DAVID D. BRUEN
County Executive
DEPARTMENT OF HEALTH
Division Of Environmental Health Services
March 24, 1986
Mr. Joseph Zarecki
RR #2, Box 708
Pawling, New York 12564
RE: Proposed SSDS Rutledge
Barnard & Lakeport Drive
(T) Patterson
Dear Mr. Zarecki:
JOHN SIMMONS, M.D.
Deputy Commissioner
Review of materials submitted at this time relative to the above - captioned
application has been completed. -
It'is noted that Mr. Tutoni of this office has discussed this matter with
you previously.,
Comments based upon my review are as follows:
1. The construction permit application 'is incomplete (see yellow highlight).
- no owner's name or address
- no details of SSDS.
2. The engineer's authorization is not signed by Rutledge.
3. A profile of the proposed SSDS to scale is not provided. A typical
profile is not acceptable.
4. A well detail is not provided.
5. Standard construction notes 1 to 4 are not provided on the plans.
6. Design data information is not provided on the plans including number of
bedrooms in house, soil percolation rate and deep hole soil information.
7. Footings and gutter drain discharges not shown.
8. Deep hole and soil percolation tests are shown in the area of one trench.
Additional deep holes and percolation tests in the primary sewage area
must be provided.
- continued -
TWO COUNTY CENTER - CARMEL, N.Y. 10512 (914) 225 -3641
I
Mr. Joseph Zarecki - 2 - March 24, 1986
9. The expansion area is not of sufficient size: 123 linear feet of
additional trench is required.
10. The construction permit indicates a 3- bedroom house. The house plans
submitted show 4 bedrooms.
11. Wells and SSDS's with 200 feet of the property are not shown. If none -
exist, it must be so stated.
12. The property metes and bounds are not shown.
13. The sewer from the house to the septic tank should have no bends.
14. Relative to your notes:
#10 - the Health Department does not inspect systems prior to
construction.
41.4 the approval if granted, is -for. ere year, -.no t five years:-
These notes must be revised or eliminated.
use
15. Mr. Tutoni discussed the ape of junction boxes for each trench instead of
two distribution boxes.
You are referred to the Putnam County Health Department document.entitled,
"Program Review & Policies - Subsurface Sewage Disposal and Water Supply
Facilities for Single Family Residences," in future submissions which was
previously forwarded to your office.
If you have any questions, please call me at ext. 241.
V ry ruly ours, 1
ohn Karell, Jr., P.E.
Director
Environmental Health Services
JK:mk
cc: Rutledge
File
PUTNAM COUNTY DEPARTMENT OF HEALTH Permit 9
Division of Environmental Health Services, Carmel, N. Y. 10512
CONSTRU TION PERMIT FOR SEWAGE DISPOSAL SYSTEM -CowcJ OF —Rec-m -, �-z oN O
Town or Village Block
Located rnt
Located at �IAQ�N(iQ.��.nAO �r LAY�EQOA �AwE Tax Map -
Subdivision Subd. Lot 9 Renewal _ ❑ Revision
Owner /Address Date Of Previous Approval
Building Type C100k`w� Lot Area
0.�`ti�GnA� /RES pfF�ill Section only ❑
Number of Bedrooms Design Flow G /P /D 2 4 O frJC.v (1?t�f7 �� l^P.C. H. D. Notification Required
Separate Sewerage System to consist of, ��4Q�tAE ^(J►sj(eivt•Gal: Septic Tank and
To be constructed by Address
Water Supply: Public Supply From
v Private Supply to be drilled by
Address
Other Requirements
1 represent that I am wholly and completely responsible for the design and location of the proposed system(s); 1) that the separate sewage disposal system
above described will be constructed as shown on the approved amendment there to and in accordance with the standards, rules and regulations of e Putnam
County Department of Health, and that on completion thereof a "Certificate of Construction Compliance" satisfactory to the Commissioner of Healthwill
be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder will
place in good operating condition any part of said sewage; disposal system during the period of two (2) years immediately following thedate of the issu-
ance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto; 2) that the drilled well described above
will be located as shown on the approved_plan.and.that said -well will be -ins lied -in accordance -with the standards, rules and regula�'ons of- the Putnam
-- - County Department of Health.
Date Z'P'N �3 l8 iSi9ned P.E.��1 R.A.
Address �"\� d� .0 Q License No. K1J I SQ CL-
APPROVED FOR CONSTRUCTION: This approval expires one year from the data issu unless construction of the building has been undertaken and is
revocable for cause or may be amended or modified when considered necessary by the Commissioner of Health. Any change or alteration of construction
requires a new permit. Approved for disposal of domestic isanitary sewage, and /or private water supply only. I
Date By Title
Rev. 9 -el
•
:.. 2 6) 9
CONSTRUCTION NOTES
SUBSURFACE SE9MGE DISPOSAL SYSTEMS & WELL WATER SUPPLIES
SERVING SINGLE FAMILY RESIDENCES
Basic Required Notes
1. All trees within 10 feet of the proposed SSDS shall be removed.
2. SSDS to be inspected by the design engineer /architect and the Putnam
County Health Department after construction and prior to backfill.
3. No trucks, machinery, building materials, nor excavated earth shall be
allowed in the sewage disposal area. Construction of SSDS to be in
accordance with these plans, any revisions thereto, and the rules and
regulations of the permit issuing governmental agency.
4e Minimum well yield of 5 gpm is required. Yields less than 5 gpm will be
immediately reported to the Putnam County Department of Health.
Notes Required When Fill Proposed
1. Fill must be allowed to stabilize for 60 to 90 days following placement
and be inspected by the Putnam County Department of Health for acceptance,
prior to installation of the sewage system. Date of placement must be
reported to Putnam County Department of Health.
2. Run of bank fill shall be suitable for sewage absorption, be free of fines
or other unsuitable material and shall have an in -place percolation rate
at least equal to that in the natural soil after the required
stabilization period. The engineer /architect shall perform a final
percolation test in the fill after stablilization.
3. Impervious fill, clay barrier, shall be a dense clayey soil with little or
no sewage absorption capacity.
a
PUTNAM COUNTY DEPARTMENT OF HEALTH
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
Date
Re: Property of
Located at
&3 1 Block 9 Lot Ilgo -119y
Section Ia50
Subdivision of
Subdv. Lot ;# Filed Map ## Date
Gentlemen:
This letter is to authorize
a duly licensed professional engineer p.';-:. or registered architect
to apply for a Construction Permit for a separate sewage'system, to
serve the above noted property in accordance with the standards, rules
or regulations as promulagated by the Commissioner of the Putnam County
Department of Health, and to sign all necessary papers on my behalf in
connection with this matter and to supervise the construction of said
system or systems in conformity with the provisions of Article 145 or
147, Education Law, the Public Health Law, and the Putnam County Sani-
tary Code.
Countersigne
P.E., R.A., #
Address
"'elephone
Very truly yours,
Signed
Owner of Property
Address
Town
Telephone
PUMN, CMWY DEPAR24MT OF HEALTH i - DIVISION OF ENVIROWNEML BMTH S WILES
nMIVIDU,AL K%TER SUPPLY & SUBSURFACE SE MM DISPOSAL SYSTEMS
REVIEW SHEET - CONSTRUCTION PERMIT REVIEW:
e DAM
BY
(Name of Owner) (Street Location)
C MENTS YES I NO DOCUMEM
r q _ _ _.E -7 - e/ Permit Application
�S z Corporate Resolution _
- 4 Plans - Three sets -
V1D - ✓. Engineers Authorization �--- —
Design Data Sheet (DDS) .%
Deep Hole Log-
Consistent Perc Results (3)
30" Perc Hole
l/ Other
House Plans - Two sets
If PWS - Letter
Variance Request
REQUIRED DETAn S 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.-- Sizep: Detail - ----- -�
k (`Well Detail,_Sery ce Line- if over -�+
Two-Foot Contours Existing & Proposed
Driveway_ _ &: Slopes C1it -
L. MM
M=
M KIN
of �„
G�
M=
i
t �■
G�
of Sewage & Expansion Area
hown,gravity flow,suffe size
& D Box Shown & Detailed
&,:SSDS's w /in 200 fEe of Property La
House Setback Necessary (Tight lot)
Hous_e_Sewer,=- 1 /- 4 " / -.f 4 'Og Type pipe_
L'.Bends o M Sen_dg 4 ° 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 Unco expan)
15' to Drains- Cartain,Storm,Leader,Footing
25' to Catch Basin
10' to Water Line (pits -201)
Septic Tanks
10' from Foundation
50' to Well
15' Well to PL
COAL
Legal Subdivision
Subdivision Approval_Checked
a v+
• SS5S7WS REVIEW SSmr - DETA lb
,"0
a. S; F rEIR S
L O tlet 2" below inlet
2. Nbnimm 3" bed of peg cmvel
3. Wiimm depth of boxid 4'
4. Ie VI - minimm bovine width to mocimm faar
ttTes width.
5. immm 12" cower.
6. laatim stake.
7. Md-&e - gxning - minfim 20" in s=ter _
diimr siaL
8. E3ffle extaid 20$ cf liquid & th above 140
level 0=41, b =].0 ", &51,b- 12 ").
9. If lard G.T. 9 feet - use 2 ompirt Terms.
10. Minimm tads cErerity 1000 g31/3 bel mrq 1200
gal/4 baitoan:134 cf.f3 bdn;lQ W4 berm.
11. AsciBltic coating for reinforced Vie.
12. Inlet tee/Ysf I e 16" below flaw l irp-
13. Cutlet teeb£f1�e 18" belew flaw line.
14 Inlet pipe slgm P per foot min. (2%).
15. Inlet pipe oast irm, 4"t dr,
16. Omelet pipe slq-e 1/8" per foot min. (1 %) .
17. G a kad joints for sanitary tees.
1. inlet e&-min., 2"_ a qx .q tlet invest.
2. All oklets at sme eletiatim.
3. Otlets 1" to 5" above tank bottom:
4. Minirmm 12" beading clean sand or pEa grawl.
5. Inlet baffle.
6. Mmdmm 12" aver.
7. Femvable coyer for
8. Sailed pipe joints (asaltic cr equal)
9. Sloe outlets at 1/8 irvft. (1 %)
10. IYxt Vatec�
c. ANN Ziui & IAMM LEIaIIS
1. Slope 1/16 in./ft. to 1/32 in. (0.5% to 0.25%).
2. 3/4" to li" cmd-e3 stone or wedsd gravel
aggregate.
3. 4" minimm lateral diareber.
4. 2" mi r mm ate aer latpsal.
5. 6" minimm aggcegate un&r lateral.
6. Utmated bsilding paper or 2" Cf straw over
aggregate-
7. 6" minimum, 12" mmd, rrlIm earth badcfill.
8. Oxcffill to allow for settling, 4" ,f".
9. 2'tta -&= from tamcz bottom to wabw- 5ft.graJe
10. 5'min.fram t re � h ttan to inpervias
7 f gra3e.
11. ZYecrch spscinganin.610.G (24 "trench).
12. ilnccmected lateral end met be plugged.
13. Fill - 2:1 slgaes
min. 10' beycrd bred.
dq:th:3Pmw -aver mdet ; 2'mx.ow -x hater
ale booms.
d. VEIL EEMM
1. dtp at msing 18" above Ta rri.
2. M:p cf ailing 2' above FVL ar wAxrt�t .
3. Minimm 20' arcing of steel ar wm#-it iraL
4. 16' mk&nn gratt into ruck.
5. 0+11*- 4' below O.G. min.
6. Sanitary seals
7. Qnr d graded aW from hell.
1. OuerEill to allow for settling: 4 "--"
2. 6" -12" mbmzl soil bill.
3. Utmated, holding paper.
4. " to 1i" clean gravel cc stcre.
5. tdin. 4" pe *ma ed pipe .
6. Pipe invert 6" off . bottan.
7. 18" - 24" wide trees.
8. Dgth ante.
9. Sqm mtim firm SSI6 area 15' min.
we a..v
afrSSIMA Re
we 0
PUTNAM COUNTY DEPARTMENT OF HEALTH
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
COUNTY - OFFICE BUILDING, CARMEL, N. Y. 10512 -
DESIGN DATA SHEET - SEPARATE SEWAGE DISPOSAL SYSTEM FILE NO._'_
Owner *--�%S_Q,-, \3\v.EA'Z � 'Address
(09-3 :L
Located at (Stree�Indlcate Qo ��� Sec._Block q° _Lot \aye- ia,so
neares cross s ree
Municipality of Watershed
SOIL PERCOLATION TEST DATA REQUIRED TO BE SUBMITTED WITH APPLICATIONS
Hole
Number CLOCK
TIME
PERCOLATION
PERCOLATION.
Elapse
Depth
to'Water
a er 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 ID�o4
- II 3't
9D� ►a
?,S
2 11 ' d
- US
85
35 30
3 A-: ib
- X- 55
Ids mo
;5 38 ,�
3 0. 0
1 16` DO - Il'oa LZ two .5 34Ila a'1 ay.s
2, 11 bS lac` .....__.. C7 iniTi ..... 3.5 3$. -5 ;2-4- 7 -.:__- .- ....
3 X06 ko M\W 35 3$
Notes: 1) Tests to be repeated at same depth until approximately equal soil
rates are obtained at each percolation' test hole. All data to be submitted
for review.
2) Depth measurements to be made from top of hole.
TEST PIT DATA REQUIRED TO BE SUBMITTED WITH APPLICATION
DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES
DEPTH HOLE N0. i HOLE NO. HOLE NO.
G.L.
6"
12"
18"
24"
36"
36"
42"
48 " � %-A '192,P &E
E
5411
60"
66"
72"
7811
84" Ao WA�k�I, V,\0 �.oe.1L, �o WRCF�L,
INDICATE LEVEL AT WHICH GROUND WATER IS ENCOUNTERED
INDICATE-LEVEL-TO WHICH WATER LEVEL RISES AFTER BEING.ENCOUNTERED
TESTS MADE BY Date SEQZ, lip I9 eb _
DESIGN
Soil Rate Used
2.L_Mir./1 "Drop: S.D. Usable Area Provided 750 S•F
No. of Bedrooms 3 Septic Tank Capacity 600 Gals. Type71o&-GA,% _CoN�.
Absorption Area Provided By jj0 L.F.x24" ✓' width—trench.'
—709,$0\X--
7o@ So \\-
Name Signature_
Address 468 SEAL
THIS SPACE FOR USE BY HEALTH DEPARTMENT ONLY: N�do 0.61�6e
ssw�
Soil Rate Approved Sq. Ft /Gal. Checked by e
(.. �:
a �.
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3����
S � ��
iv
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-- . _ , . � �� . .. _ -_. .. .._ _ ► -r�_n
`f
ZARECKI, P.E.
CONSULTING ENGINEER
(914) 855 -9164
HIGHWAY o BRIDGE- o AIRPORT o QC /OA INSPECTIONS - .
RR #2 BOX 708 o PAWLING, NEW YORK 12564
October 18,1985
Putnam County Department of Health
Division of Environmental Health Services
County Office Building
Carmel, New York 10512
RE: Robert Rutledge- Sanitary
Attn: Bob Tutoni Disposal System
Dear Mr, Tutoni
Enclosed for your review is the Site Plan for the property
of Robert Rutledge, The Site Plan includes my design of the
Sanitary.Disposal System.
I would like to point out that I was unable to meet the
requirement for well -SDS separation. The maximum separation
provided in the design is 90 lineal feet. Additionally, the design
does not provide the 50 future expansion due to the lack of
avas.lable land ar ao Special Note #1 limits this System 'tb -a - w6-
bedroom home with no future expansion to this system.
Should you have any question concerning the design of this
system please:feel free to contact me.
Sir -ice 1
J se. Z ar cki , P- E.
cc JZ /pm
Enclosures
f'lj! "<,,l 'AAA C(D y TV . HEALTH
DEPT. op
PUTNAM COUNTY DEPARTMENT OF HEALTH
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
Date 0 t'x
Re: Property of
Located at
Section
Block
Lot
Subdivision of
Subdv. Lot # Filed Map # Date
Gentlemen:
This letter is to authorize
a duly licensed professional engineer V or registered architect
(Indic`a_t_e'7_
to apply for a Construction Permit for a separate sewage system, to
serve the above noted property in accordance with the standards, rules
or regulations as promulagated by the Commissioner of the Putnam County
Department of Health, and to sign all necessary papers on my behalf in
connection with this matter and to supervise the construction of said
system -or, -system-s-
147, Education Law,'.thedpfi alth Law, . and the Putnam County Sani-
tary Code. W
CO�3,,.e %ery truly yours,
a
6JLLV i
CountersiTne-1- caner of Property
P.E., R.A., #
19N% Q �
Address
_-� \0, ry C., I\k ':i . - I a s 4 �
ON) '856 -116
Telephone
I S Onj'4j' -
Address
Town
(CI k4 )_ X19 - O coil b
Telephone
PUTNAM COUNTY DEPARTMENT OF HEALTH
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
COUNTY :OFFICE BUILDING, CARMEL, N. Y. 10512
DESIGN DATA SHEET - SEPARATE SEWAGE DISPOSAL SYSTEM TILE-NO.
OWner"Robert Rutledge Address Lakeport Drive, Patterson, N.Y.
Located at (Street 4dicate arnard Road Sea 61 -3 -1 Block Lot11,90 -1194
nearest cross s ree
Municipality Town of Patterson, Put. L Watershed
SOIL PERCOLATION TEST DATA REQUIRED TO BE SUBMITTED WITH APPLICATIONS
1 11 :05
- 12:25
80
min
35
'Hole
Number CLOCK TIME'
3
PERCOLATION
_._.._.__ ... 2 -1-2 40
PERCOLATION
RM Elapse
No. Time
Start -Stop Min.
Deptft to Water
From Ground Surface
Start Stop
Inches Inches
Water Level
in Inches
Drop in
Inches
Soil Rate,
Min. /in drop
A 110:04 - ,11:34 90 min.
35
382
32
25.7
2 11 :40 - 1:05 85 min
35
38
3
28.3
3 1 :10 - 2:55 105 min
35
382
32
30.0
B 5 10:.00 - 11:02 62 min
35
36Y22
22
24,8
1 11 :05
- 12:25
80
min
35
38
3
26.7,
_._.._.__ ... 2 -1-2 40
- 2 :op_ ..
-8o
_min.
38.-.
3 :..._
_:....2E, 7........... ..�
25 3
27* 0
4 3:;41 n 7, p59 min 22 .
24 2
29.5
,40
;�..:. �.: -;r;
3
C 4 12:14 - 1:29 75 min 22 25 3 25.0
5 1 :35 - 3:02 87 min 22 25 3 29.0
1 3:,10-1 = .; ?4. ;45 85 min 22
25 3
28.3
2
D 3 ;'2':20;;;,;x; .'3::41 81 min 22
25 3
27* 0
4 3:;41 n 7, p59 min 22 .
24 2
29.5
,40
;�..:. �.: -;r;
Notes: 1) Tests to be repeated at same depth until approximately equal soil
rates are obtained at each percolation test hole. All data to be submitted
for review.
2) Depth measurements to be made from top of hole.
84" @ 8 feet no rock or water encountered
.INDICATE LEVEL AT WHICH GROUND WATER IS ENCOUNTERED
.__.....___...INDICATE_ LEVEL TO WHICH WATER LEVEL RISES AFTER BEING ENCOUNTERED
TESTS MADE BY Joseph`_Zarecki p
9
DESIGN
Soil Rate Used 29 Min/1 "Drop: S.D. Usable Area Provided 530 S.F.
No. of Bedrooms 2 Septic Tank Capacity 1000 Gals, Type concrete
Absorption Area Provided By L.F.x24" �b" width trench.
�� E� erinr- iltrati.on
Galleries: series- 2 rows of 3 ea. (unit 4X8X4) 2 width 6 L.F.
Name Joseph Zareckia P.E. 3ignature `
Address #2 Box 708 S ��
Pawling, New York 12564
THIS SPACE FOR USE BY HEALTH DEPAM ENT ONLY:
Soil Rate Approved Sq. Ft /Gal. Checked
G
Date
TEST PIT. DATA REQUIRED
TO BE SUBMITTED WITH APPLICATION
DESCRIPTION OF SOILS ENCOUNTERED IN TEST
HOLES
DEPTH
HOLE N0. 1
HOLE NO. 2 t
HOLE NO. ~
G.L.
_ topsoil
topsoil
6„
loam traces of sand
loam trace of sand
12'►
18'►
24"
30"
sandy loam
sandy loam
36..
.
.4211
48"
sandy loam with
sandy loam with
5 i
trace of gravel
trace of gravel
6o"
66
Sandy gravel
sandy gravel
L
72
9
84" @ 8 feet no rock or water encountered
.INDICATE LEVEL AT WHICH GROUND WATER IS ENCOUNTERED
.__.....___...INDICATE_ LEVEL TO WHICH WATER LEVEL RISES AFTER BEING ENCOUNTERED
TESTS MADE BY Joseph`_Zarecki p
9
DESIGN
Soil Rate Used 29 Min/1 "Drop: S.D. Usable Area Provided 530 S.F.
No. of Bedrooms 2 Septic Tank Capacity 1000 Gals, Type concrete
Absorption Area Provided By L.F.x24" �b" width trench.
�� E� erinr- iltrati.on
Galleries: series- 2 rows of 3 ea. (unit 4X8X4) 2 width 6 L.F.
Name Joseph Zareckia P.E. 3ignature `
Address #2 Box 708 S ��
Pawling, New York 12564
THIS SPACE FOR USE BY HEALTH DEPAM ENT ONLY:
Soil Rate Approved Sq. Ft /Gal. Checked
G
Date
DAVID D. BRUEN
County Executive
DEPARTMENT OF HEALTH
Division Of Environmental Health Services
Mr. Joseph.Zarecki,P.E.
RR #2, Box 708
Pawling, New York 12584
Dear Mr. Zarecki:
November 4, 1985
JOHN SIMMONS, M.D.
Deputy Commissioner
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RE: Application for Mr. & Mrs. Rutledge
Lakeport & Barnard Road, Putnam Lake
(T) Patterson, Tax Map 63 -3 -1
The application for the above noted project has been
reviewed by this Division and has been rejected based on the lack
of..area required.for.the.proposed sewage disposal.system.
It is I suggested that the applicant investigate the
possibility of acquiring more landjso that adequate sanitary
facilities can be developed.
_.._ _. .
if. you _have.- any questions ..relative-to.. o.. _th.is..matter.,.- pl.e.ase.. .
contact me at this office.
my ou ,
Robert J. Tutoni
Division of Environmental
Health Services
RJT:mk
cc: Robert Rutledge
13 Hoyt STreet
Brewster, NY 10509
File
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