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05/21/01 12:49 PW SCOTT 4 19142787921
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BRUCE'R. FOLLY . . _._... �.._._. _..
Awie Health Director
DEPARTMENT OF HEALTH
1 Geneva 'Road
Brewster, New York I0509
is 5 •. r5
LORETTA MOLINARI RN., M.S.N.
Arroeiare Public /Maki Director
Dirmor of Patient Striker
ATTENTION: o ,ADAM STIEBELING ' 90GENE, REED
All information below mus t be fylt completed prior to any scheduling. DATE:—jA--�_U[
ENGINEER OR FIRM: _9 u.7. S6a�= e-- J4 14 ?VZC-A PHONE #: 8'Y�E - c'7 (r; d-1( L7
REASON: /
DEEPS: V PERCS: h1` PU?O TEST: ❑
ROAUSTREET: �_ CAN–r"
TOWN: Ps "l`1�'�( i.9sV TAX MAP #: 2 [s 2 z I " 7-1
SUBDIVISION: .ROT r„ ; LOT #: ,(�,,,__
OWNER: CA– �}c�tn.ic�-Z'�ETatt -aS
YES NO
❑ Proposed& M within the dminage'basin of West Branch or Boyds Corner Reservoirs.
❑ gel Proposed SSTS within 500 feet of a reservoir, reservoir stem or control lake.
❑ _ Pro _g3nd- $STS.wttlnn 200 feet of a- watercocarse or a DEC *06and.
Q O� Proposed SSTS design flow mreater than 1000 gallons /day or SPDES Permit required.
o t� Proposed S STS for a Commerical Project
It is the responsibility of th a 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 answere 1;= to any of the questions, NYCDEP must witness the sot? testing. This
Department will coordinate a mutually suitable time for field testing with the PCDOH, the Design
Professional and NYCDEP
If a project has been detv mined to be Delegated based on the above response and then subsequent
information indicates NYC DEP is required to witness the soil testing, it will be the sole responsibility
of the design professional ti i schedule re- witnessing of the soil testing with NYCDEP.
FOR COUNTY USE ONLY
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DATE � a°� rtatE 7 l0 R /: o
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(FMLDTEST)
on/21/01
1�: 4V FlW SCOTT 19142787921
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PUTNAM COUNTY DEPARTMENT OF HEALTH
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM
Owner �-rtc'PkENs 'Address cRN'T`oM `/-
Located at (Street) LAkC- r?o stT f Tax Map g<, 62.Block �_ Lot
(indicate nearest cross.street).
Municipality �t,4TTE72 s c�N Watershed EAST 3pdVc t't
SOIL PERCOLATION TEST DATA
Date -of Pre - soaking v - Date of Percolation Test I o 0
----------------
3.
4
5
NOTES: 1. Tests to be repeated at same depth until approximately equal percolation rates are obtained at each
percolation test hole. (i.e. s 1 min for 1 -30 min/inch, s 2 min for 31 -60 min/inch) All data to be
submitted for review.
2. Depth measurements to be made from top of hole.
Form DD -97
J
3
4
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76
3.
4
5
NOTES: 1. Tests to be repeated at same depth until approximately equal percolation rates are obtained at each
percolation test hole. (i.e. s 1 min for 1 -30 min/inch, s 2 min for 31 -60 min/inch) All data to be
submitted for review.
2. Depth measurements to be made from top of hole.
Form DD -97
Indicate level at which groundwater is encountered
cate-level-at-whi-ch--mottling is observed ..
Indicate level to which water level rises after being encountered
Deep hole observations made by: Date
4L7
Design Professional. Name:
Address:
Signature:.
➢esip Professional's Sell
- PUTNAM COUNTY DEPARTMENT OF HEALTH
DIVISION OF EI�tV R0- NMENTT -. ]EREA:LT-H-SER'6 E _._. __ .
INITIAL INDIVIDUAL /COMMERCIAL SITE INSPECTION FORM
SECTION A. GENERAL INFORMATION
Name of Project !. !apmw:s lfT )IYi'F��TT� SoN County j yiN/17N1 }
Site Location _ r N RX rte. - l 7 9
Building construction begun ,rV o Extent
Is property within NYC Watershed? ................. dyes F__J No
SECTION B. TOPOGRAPHY (Please check all appropriate boxes)
I. a Hilly Q Rolling F_� Steep slope . Gentle slope. Flat
2. Evidence of wetlands F_� Low area subject to flooding Bodies of water
` F� Drainage ditches = F� Rock outcrops sv .gc Bow D�7t S
3. Property lines or comers evident..... ............................ ' ........: Yes dNo
4. Do water courses exist on or adjoin the property? ............................ a Yes dNo.
5. Will these affect the design of the sewage system facilities ?............ F__J Yes E��No
6. Do watershed regulations apply in this development ? ....................... d Yes F No
7 Will extensive grading be necessary? .................. Yes No
...8. , Will extensive fill be necessary " for SS' 1' S? :.:..... ..............................� Yes F No
9. Do filled areas exist within the SSTS area?: ...................... ............ F__J Yes No
If yes, what is the condition of the fill?
SECTION C. SOIL OBSER ATIONS - -"
10. Appearance of soil: Sand F__J Gravel . Loam ❑ Clay . 0 Hardpan a Mixture
11. Observed from: Borings a Bank cut a Backhoe excavations
12. Soil borings /excavations observed by _ , 7C-SD on
13. Depth to groundwater IVO/JF on
14. Depth to mottling IV P N A:: on
15. Are test holes representative of primary & reserve areas ...:.. ............................... Ye Q No
16. Soil percolation tests made by X o S o on
17. Soil percolation tests witnessed by G', ]K E ETA P,_ G D, J, . on - .
SECTION D (on back)
-Form ST -1
SECTION D. DRAINAGE
18. Will proposed grading materially alter the natural drainage in this or adjacent areas? Yes F_71 N
19. Will groundwater or surface drainage require. special consideration? ..................... Yes Zo
20. Will gullies, ditches, etc., be filled and watercourses be relocated ? ......................... F-1 Yes
SECTION L. REMARKS
21. • If a common water supply is proposed, has an inspection been made of the
existing or proposed source and facilities? ................................ ............................... F__J YesNo
Inspection data
22. Do adjacent wells and/or sewage systems exist ?........ . ................. Yes
23. Additional comments
24. Site observer /inspector and title,
25. Date(s) of observation(s)inspection(s)
z /ice o / ®�
TEST PIT PROFILES
Hole # Lot #
Hole ,# Lot # -
-Hole # Lot #
Depth to water
Depth to water
Depth -to water .. _
_._ Depth to_ ottling_ .._. -_ _ - _:.:.
- Depth-to -nottlirtg - --
a.._. Depth to mott ling
Depth to rock/imp.
Depth to rock/imp.
Depth to rock/imp.
G.L.
G.L.- ._ _ _
G.L.
a
.
1.0 .._.
1.0
_. 1.0. ._ .
2.0
2.0
2.0
3.0
3.0
3.0
4.0
4.0
4.0
5.0
5.0
5.0
6.0
6.0
6.0
7.0
7.0
7.0
8.0
8.0
8.0
9.0
9.0
9.0
10.0
10.0
10.0
i
01711+
0.6-+