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631- 589 -8100
25.57 -1 -15
BOX 11
01158
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01158
PUTNAM COUNTY HEALTH DEPARTMENT
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
SITE LOCATION a
OWNER'S NAME X
MAILING ADDRESS_
� ssd►�
OMCM USE ONLY
e,3 7 0
!•� e��r �g or 2�/' PHONE Z 3O
PERSON INTERVIEWED �d ,P d i `� PCHD Complaint #
If ame & Kelationstup ti.e., owner,.tenant, etc.
DATE 16/Z A/o
TYPE FACILITY
PROPOSED INSTALLER �r�r`
o a`— PHONE
ADDRESS REGISTRATION#
Proposal (include sketch locating all adjacent wells):
NOTE: Repair must be in same location and of same type as original sewage disposal system .Different location
m3y require submittal of proposal from licensed professional engineer or registered architect.
teported'agent 6f owne"r'agree W-the this-fom.—
SIGNATURE i�A TITLE.
Proposal approved with the following. conditions:
1. Procurement of any Town permit, if applicable.
2. Submission of as built repair sketch in duplicate showing:
DATE
a. Owner's name
b. Site Street Name, Town and Tax Map number.
C. Location of installed components tied to two fixed points (e.g.,house corners).
d. System description (e.g., 1250 gal. Concrete septic tank, three precast 6' diam. X 6' deep
e. Installers' name and number.
3. System repair to be performed in accordance with the above proposal and conditions:
Proposal approved
<pector's Signature & Title
COPIES: White (PCHD); Yellow (Town BI); Pink (applicant)
PC -RP 99ML
��• ►-SRS
{ J,10w - 1� �,
• • • � • • i� •iy• tip+• •+�.
PROPOSAL FOR SZ-AM DISPOSAL SYSTEM REPAXB
if 4 -W3- N
& v-P- n A %P t
L ' �
Lofs Ju° a(osa4)0
MOLP
PHONE _ I y -d / L %•V
ma 2 S-- s7- / -/S
PCHD Cagalaint # Ys-
Name & Relationship (i.e, owner,tenant, etc.)
TYPE FACILITY
REGISTRATION # PC Iq Us'
PHONE X71-050Y
_(include sketch locating all adjacent wells):
NOTE: Repair must be in same location and of same type as original sewage disposal system.
Different location may require sukmittal of proposal fran licensed professional engineer or
registered architect.
ere s;3 n C
approved Proposal
Lk , - t, tj _o 11,
Inspector's Signature
!0
ne
roposal approved with the following conditions:
1. Procurement of any Town permit, if applicable.
2. Submission of as built repair sketch in duplicate showing:
a. Owner's name.
b. Site Street Name, Town and Tax Map number.
c. Location of installed canponents tied to two fixed points (e.g.,house corners).
d. System description (e.g., 1250 gal. concrete septic tank, three precast 6' diem. x 6' deep
drywells surrounded by one foot + gravel).
e. Installer's name and number.
3. System repair to be performed in accordance with the above proposal and conditions.
I, as owner, or reported agent of owner a to the above conditions.
SIGNATURE Vkdf,9 a J a TITLE O ALOI/L DATE j0 Ito
QPIH;: Vbit]e MD); YeUcw Mcm E U s Pink (AppU=tt)
PC -RP 97
i
P C� PUTNAM COUNTY HEALTH DEPARTMENT
�� ya DIVISION OF ENVIRONMENTAL HEALTH SERVICES
* PROPOSAL FOR SEWAGE DISPOSAL SYSTEM REPAIR
OFFICIAL USE ONLY
7.
SITE LOCATION TM# ,-.
OWNER'S NAME 4 . ' iii �'� ; �; rf�= PHONE ,/, ;mil ',-.;,
MAILING ADDRESS. ;<' G' �, , `':' r ,f F -' ��!- r �� �=�'..''
PERSON INTERVIEWED PCHD Complaint #
Name & Kelationship i.e., owner, tenant, etc.
DATE ' TYPE FACILITY
PROPOSED INSTALLER e=� !^- -ter= f' PHONE
ADDRESS REGISTRATION#
Proposal (include sketch locating all adjacent wells):
NOTE: Repair must be in same location and of same type;.as•original sewage disposal system..Different,locationr
may require submittal of proposal -from licensed professional engineer or registered architect.... .
.w. +'d •,, E' •'.,,.". ,/•�. ��r', 1 R.�-'r"��'� rc +'' /"� fiF^'' °'4'�' !.t •Gr' ^''`a'1
— -I, as owner; or reported, agent •of owner-agree-to- the- conditions-stated-on,this. form.---.
SIGNATURE .i s .•.1 %j' -c�., TITLE DATE •
Proposal Wroyed with the.following conditions:
1. Procurement of any Town permit, if applicable.
2. Submission of as built repair sketch in duplicate showing:
a. Owner's name
b. Site Street Name, Town and Tax Map number. ".
C. Location of installed components tied to two- fixed points (e.g.,house corners).
d. System description (e.g., 1250 gal. Concietejeptic tank, three precast 6' diem. X 6' deep
e. Installers' name and number.
3. System repair to be performed in accordance with the above proposal and conditions.
Proposal approved
Inspector's, Signature & Title DATE
COPIES: White (PCHD); Yellow (Town BI); Pink (applicant)
PC -RP 99ML
Robert J. Bondi 4 ;�_ Cris Dellaripa
County Executive Projects Coordinator
Edward A. Barnett Michele Palermo
Watershed Information Coordinator Office Manager
PUTNAM COUNTY SEPTIC REPAIR PROGRAM
100 Rte. 312
Bldg. #4
Brewster, NY 10509
Date: 2-1 Z l4 q
PCDOH
Attn: Michael Budzinski
1 Geneva Rd.
Brewster, NY 10509
Dear Mr. Budzinski;
We wish to report that the following job: Permit # G) -S /J' / -- 4 ip
Name 0 A--,'
Address 2 I a a,. V�
Town
Tax ID# 69
has been completed as per the approved drawings.
As -Built Attached: Yes TY7 No
S/2" Ile "'J
Signed
CC: Dan Shedlo, P.E.
Telephone: (845) 278 -8313
Fag: (845) 278 -2318
Revised: 6/23/08
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Sheet—/—of ,r
PUTNAM COUNTY DEPARTMENT OF HEALTH . .
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
FIELD ACTIVITY REPORT
/Z' Z'
X70
Street Town State Zip
PERSON IN CHARGE T wig
//
TYPE OF FACILITYNarrCandTKe
FINDINGS:
�T
I acknowledge receipt of this report: SIGNATURE:
02/96 Title:_
Rev.
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e
465 Columbus Avenue
Valhalla, New York
10595 -1336
Emily Lloyd
Commissioner
Tg!. (718) 595 -6565
Fax (718) 595 -3557
Bureau of water Supply
.Paul B. Rush, P.E.
Deputy Commissioner
Tel (914) 742 -2001 .
Fax (914) 741 -0348
CRY DEPgRTM
2`o�yo ®PTO
ENTAL PQD�.�
.nyc.gov /dep .
(7 18) DEP - HELP
July 31, 2008
Mr. Michael Budzinski, P.E.
Putnam County Health Department
1 Genova-Road-
Brewster, New York 10509
t
Re: O'Neill SSTS Repair - Putnam Cty Septic Repair Program ( PCSRP)
(T) Patterson, Putnam County
East Branch Reservoir Drainage Basin
TM# 25.57 -1 -15
DEP Log # 2008-EB-095 1--DJR. 1
Dear, Mr:- Budzinski:
This letter is to inform you that the New York City Department of
Environmental Protection (DEP) has no objection to the approval of the above -
referenced activity, subject to the following conditions:
1. The owner must maintain, an effective septic tank pump -out schedule
until the subject repair is completed.
2. The subject repair cannot be used as a system to provide sewage
treatment for new construction or expansions on this site.
This determination is based on the review of submitted documents including
the drawings titled "SSTS Repair Plan - O'Neill Residence ", 270 Lake Shore
Drive, Patterson, New York, revised 7/22/08:
If you have any questions, I may be reached at (914)742 -2055.
Sincerely,
Danny Shedlo, P.E.
Civil Engineer III
Wastewater Design Review EOH
xc: Michael Meyer, NYCDEP EOH Planning
Edward Barnett, PCSRP Watershed Information Coordinator
Chris Dellaripa, PCSRP Inspector
Roger Sokol, P.E., NYSDOH
BRUCE R._FOLEY
Public Health Director
LORETTA MOL-INARI R.N., M.S.N. -
Associate Public Health Director
Director of Patient Services
DEPARTMENT OF HEALTH
1 Geneva Road
Brewster, New York 10509
Environmental Health (914) 278 - 6130 Fax (914) 278 - 7921
Nursing Services. (914) 278 - 6558 WIC (914) 278 - 6678 Fax (914). 278 - 6085
Early Intervention (914) 278 - 6014 Preschool (914) 278 -6082 Fax (914) 278 - 6648
S 4ALo
TO: DE ARTMENT OF ENGINEERING AND DESIGN REVIEW
DELEGATION STATUS
FOR
SUBSURFACE SEWAGE TREATMENT SYSTEM PROGRAM
JOINT REVIEW
PROTECT:
01
TOWN:
REVISION
(JTREV2)
&.4- Zoo zAaz�r--F-
DATE:r2�
OC ENGINEERING, PC
July 22, 2008
Mr. Michael Budzinski, P.E.
Putnam County Department of Health
4 Geneva Road
Brewster, N.Y. 10509
Re: O'Neill Residence SSTS Repair
270 Lakeshore Drive (T) Patterson
TM# 25.57 -1-15
Dear Mike:
I have reviewed your comment letter dated July 21, 2008 regarding the above referenced
project. As requested, I have modified and/ or provided additional information on the
attached plans and in this letter. To facilitate your review, I have keyed the following
responses to your original comments:
1. Comment acknowledged. The gutter leaders have been routed around the SSTS
area and septic tank.
Attached please find four (4) sets of the repair plan for your consideration for approval. If you
have any questions, feel free to call me at your convenience. I can be reached at (845) 855-
00.
Since ly,
John A. Kalin, P.E.
cc: Cris Dellaripa, PC Septic Repair Program
C:\design concepts\ projects\ PCSRP\ oneil \CORRESP \072208.resp.ltr.wpd
D E S I G N C O N C E P T S E N G I N E E R I N G P C
3 MEMORIAL AVE. SUITE 1 O 1 , PAWLING, NY 12564
PH: 645 - 855 -2000 • FX: 645- BSS -2605
E: JKALIN @VERIZON.NET
1
SHERLITA AMLER, MD, MS, FAAP
Commissioner of Health
LORETTA MOLINARI, RN, MSN
Associate Commissioner of Health
July 21, 2008
John Kalin, PE
DC Engineering
3 Memorial Ave.
Pawling, NY 12564
Dear Mr. Kalin:
DEPARTMENT OF HEALTH
1 Geneva Road, Brewster, New York 10509
ROBERT J. BONDI
County Executive
ROBERT MORRIS, PE
Director of Environmental Health
Re: Proposed SSTS Repair for O'Neill
at 270 Lakeshore Drive
(T) Patterson, TM # 25.57 -1 -15
With reference to the above referenced project, please find a comment letter, dated July 16, 2008
from the NYCDEP.
Upon completion of the above, and the submittal of revised plans, this Department will continue
its review.
Kindly advise us if there are any questions.
Respectfully,
ichael J.
Director oi
MJB:kly
cc: C. Dellaripa
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
Fax:914-773-0343
Jul 16 2008 17:11 P.01
i 11
y.-16.1.2008
tM. Budzinski, P-E.'
.1 : ii
utriam 'ounty Health Department
Gene a Road
rewst New York 10509
ie
I e: O'Neill SSTS Repair Putnam Cty Septic Repair Program (PCSRP)
(T) Patterson, Putnam Co'unty,
.1 �ast Branch Reservoir Drainage Basin
M# 25,57-1-15
DEP Log # 2008-EB-0951-DJR, I
Tear Budzinski:
his lett,-r is to inform you that the New York City Department of
vironmental Protection (DEP) has reviewed above-referended repair
pplicat on, has determined it to be incomplete, and requests tYe following:
I T ae plan must show the location of footing/roof drains and ensure they
ai e directed away fxorn treatment area.
the ocumen s t i in cludixi g
�ese e, mments are based on the review of submitted d
rawing ; titled "SSTS Repair Plan — O'Neill Residence", 2*hlce Shore
Drive, P atterson, New York, dated 6/15/08.
M1
there:i ire any questions, I may be reached at (914)742-2055..,
fl
A
kncerel y,
1 army &edlo, P.E.
4.0
b gineer 1H
Cstewiter Design Review EOH
U,
A Meyer, NYCDEP EOH Planning
7d Barnett, PCSRP Watershed Information Cooi(iinator
Dellaripa, PCSRP Inspector
Sokol, P.E., NYSDOH
II
§A.
.y�`t�
� e e
e
e e
465 Columbus Avenue
Valhalla, New York
10595 -1336
Emily Lloyd
Commissioner
Tel. (718) 595 -6565
Fax (718) 599 =3557
Bureau of Water Supply
Paul B. Rush, P.E.
Deputy Commissioner
Tel (914) 742 -2o01
Fax (014) 741 =0348
CITY DEPgRT
0
R�NAIEMAL
ww w.nyc.gov /dep
(7181 0EP -HELP
July 16, 2008
Mr. Mike Budzinski, P.E.
Putnam County Health Department
1 Geneva Road
Brewster, New York 10509
Re: O'Neill SSTS Repair — Putnam Cty Septic Repair Program ( PCSRP)
(T) Patterson, Putnam County
East Branch Reservoir Drainage Basin
TM# 25.57 -1 -15
DEP Log # 2008 -EB- 0951 -DJR. l
Dear Mr. Budzinski:
This letter is to inform you that the New York City Department of
Environmental Protection (DEP) has reviewed above - referenced repair
application, has determined it to be incomplete, and requests the following:
1. The plan must show the location of footing /roof drains and ensure they
are directed away from treatment area.
These comments are based on the review of submitted documents including the
drawings titled "SSTS Repair Plan — O'Neill Residence ", 270 Lake Shore
Drive, Patterson, New York, dated 6/15/08.
If there are any questions; I maybe reached a't-(914'742- 2,055.
Sincerely,
Danny Shedlo, P.E.
Civil Engineer III
Wastewater Design Review EOH
xc: Michael Meyer, NYCDEP EOH Planning
Edward Barnett, PCSRP Watershed Information Coordinator
Chris Dellaripa, PCSRP Inspector
Roger Sokol, P.E., NYSDOH
ENGINEERING REPORT
PROPOSED SEWAGE TREATMENT SYSTEM REPAIR
O'NEILL RESIDENCE
270 LAKE SHORE DRIVE
TOWN OF PATTERSON, PUTNAM COUNTY, NEW YORK
JUNE 2008
WARNING: IT IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE -
- •---- EI)UCATION LAW FOR•ANY-PERSON; UNLESS ACTING- UNDER•THE DIRECTION OF A LIC5NSEfS -'
PROFESSIONAL ENGINEER OR LAND SURVEYOR TO ALTER IN ANY WAY, ANY PLANS,
SPECIFICATIONS, PLATS OR REPORTS TO WHICH THE SEAL OF A PROFESSIONAL ENGINEER OR
LAND SURVEYOR HAS BEEN APPLIED.
COPYRIGHT 2008 DESIGN CONCEPTS ENGINEERING, P.C. !•,'< <d
Prepared by:
Design Concepts Engineering, P.C.
John A. Kalin, P.E.
3 Memorial Avenu
Pawling, NY 12564
Submitted herewith is a report containing the engineering design data relative to the
emergency repair of a failed Sewage Disposal System (SDS) to serve a single family
residence within the Town of Patterson, Putnam County, New York.
PROJECT DESCRIPTION:
The parcel to be serviced by the proposed SSTS is located at 270 Lake Shore Drive in the
Town of Patterson. The parcel is identified on the Town Tax Maps as Grid # 25.57 -1 -15.
The building is an existing 1 story structure with two (2) bedrooms. The existing septic has
completely failed and is surface discharging.
The building is supplied with water from a individual well located in the rear yard.
GENERAL DESCRIPTION OF SYSTEM:
The lot currently has an SSTS which consists of a concrete septic tank and a limited leach
pit area. Effluent has been surface discharging in the lawn and is therefore in failure.
Test holes were excavated and witnessed by representatives of the Putnam County Septic
Repair Program(referto data on plan). During the soils investigation, the proposed SSTS
area was found to be a mix of sands and loam. There were no indications of rock, water
nor mottlinq in the hole.
Utilizing the soil test data, the best area was selected for the treatment system (refer to
plan). As this system is a repair, an alternate technology was selected to treat the effluent
prior to discharging it into the receiving soil. The peat biofilter system by Puraflow was
selected due to its ability to effectively treat effluent in a confined area.
The new SSTS shall replace the existing system. Attached please find the proposed
plans for the layout of the sewage treatment system.
The system is proposed to consist of the following components:
• 1,500 Gallon Concrete Combination Septic /Pump Chamber Tank with risers
• 2- Puraflow Peat Fibre Biofilter Modules (blue units)
Manufacturer's data was used to size the required number of units. Percolation tests were
performed to size of the gravel bed. Separation distance was maximized from the onsite
and adjacent wells.
Effluent shall be delivered to the units through a force main. The pump chamber shall
Engineering Report- Proposed SSTS Repair June 20, 2008
O'Neill Residence Page 2
deliver effluent in 25 gallon doses once per every two hours using a time dose control
panel if sufficient volume exists in the tank. The panel shall be mounted in the basement
with a visual -audio alarm. Sufficient storage capacity has been provided in the pump
chamber if a failure occurs.
This repair represents the best available solution to the failure, given the constraints of the
site.
SSTS Design Calculations
Project: O'Neill Residence
Location: 270 Lake Shore Drive Brewster, New York
1. DESIGN CONSIDERATIONS
2 Bedroom Single Family Dwelling
Emergency Repair of SSTS
Note: Garbage Grinders Shall Not Be Used
2. DESIGN FLOW (Per PCHD Design Standards)
2 bedrooms x 150GPD / bed = 300GPD
Use: 300 GPD
3. SEPTIC TANK SIZE
Provide 1,500 gallon concrete, H -20 load rated, combination tank. It shall
provide 1,000 gallon volume for septic tank. Provide watertight risers with
lockable lid.
4. TREATMENT UNITS
Perc Rate: 4 min /inch
Design-Flow: 300 GPD (2 bedroom)
Method of Treatment: Puraflow Peat Fibre Units
Units Req'd: 1 unit/bed x 2 bed = 2 units
Use: 2 units
5. DISPERSAL BED
Provide dispersal bed below treatment units
Perc Rate: 4min /inch (use 10 min /in for greater interface area)
As per Table 1 in the Puraflow Design manual (6/26/06 ed.), the underlying soil
is classified as a Group 1 soil and is set at 2.76 gpd /sf infiltration rate (10 min /in
pad).
2 bed x 150 gal /bed / 2.76 gpd /sf =108.7 sf
Make bed 10'x 12'(120 sf)
D E S I G N C O N C E P T S E N G I N E E R I N G P C
3 MEMORIAL AVE. SUITE 1 01 , PAWLING, NY 12564
PH: e45- 855 -2000 • FX: e45 -855 -2605
E: JKALINOVERIZON.NET
O'Neill SSTS - Repair Calculations
Putnam County Septic Repair Program
ry Page 2
June 20, 2008
6. DOSING VOLUME
As per the manufacturer, the system shall be time dosed 12.5 gal /unit every two
hours.
2 units x 12.5 gal /unit = 25 gal dose /2 hrs
PUMP CHAMBER: PUMP DESIGN
Pump calculations:
Daily design flow: 300 gpd
Dose volume: 25 gallons
Tank: 1,500 gallon combination tank (1,000 gal septic, 500 gal PC)
Friction. Head:
Pipe type /size: 1 Y2" polyethylene Length: 25 LF
H -W coefficient: 120 Assumed flow rate: 30 gpm
Loss ( @30GPM): 6.26/100' (per Goulds)
Equivalent Lengths:
Straight Length,
25 LF
_. Fitting -loss (use 1 %' dia)
- • - -
90° elbow (2):
4.3 x 2
45° elbow (2):
2.0 x 2
Quick disconnect (1):
4.3 x 1
Discharge (1):
1.5 x 1
Cleanout (3):
2.0 x 3
Ball Valve (1):
54.0 x 1
Check Valve (1):
11.0 x 1
Total length: 114.4 LF = Use: 115 LF
Total Dynamic Head:
Total dynamic head = static head + friction head
Friction Head:
Friction head = Equivalent length x Head Loss /100 ft of pipe
D E S I G N C O N C E P T S E N G I N E E R I N G P C
3 MEMORIAL AVE. SUITE 1 O 1 , PAWLING, NY 12564
PH: 645 -855 -2000 • FX: 845 -655 -2605
E: JKALINOVERIZON.NET
O'Neill SSTS - Repair Calculations
Putnam County Septic Repair Program
_ .. Page 3
June 20, 2008
115LF
x 6.26FT = 7.2 ft
100FT
Static Head:
Static head = Elev at Unit - Elev. at Pump
103.0 -97.5 = 5.5 ft
Total Dynamic Head:
7.2 +5.5 =12.7 FT
Use: 13 ft
Pump specifications:
Using the total dynamic head of 13 ft, a Goulds Effluent Pump Series PE, Model
PE31, .33 HP, 115V, has been selected. This pump can deliver approximately
34 gal /min against 13 ft of total head. Refer to attached sheets for pumps
specifications and chart.
Cycle time:
�AL %CYCLE -
Pump rate = 34 GPM
NOTE: THE PUMP WILL BE CALIBRATED IN THE FIELD TO DELIVER 12.5
GAL /MIN BY USE OF A FLOW BYPASS (REFER TO PLAN).
Drawdown / Float Switches:
Tank capacity: 12.38 gal /in of depth
Drawdown = Dose/Vol per Depth of tank
25 gal / 12.38 gal /in = —2 inches
Per design, the pump shall operate on a timer designed to deliver a 25 gallon
dose every 2 hours. There shall be a pump enable float set at 3" off of the
chamber floor. The alarm float will be set at 10.0" above the tank floor.
Emergency storage volume capacity is 415 gallons.
D E S I G N C O N C E P T S E N G I N E E R I N G P C
3 MEMORIAL AVE. SUITE 1 01 , PAWLING, NY 12564
PH: 845 -855 -2000 • FX: 645 -e55 -2605
E: JKALINOVERIZON.NET
tj - N! DEPARTMENT F hEALTH
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM
Owner 0 P4 E I LL, Address 4119 SCORE tiF- 1 V6
Located at (Street) tjO tAtt ZW Or-jvf, Tax Map l5s7BIock I Lot
(indicate nearest cross street)
Municipality L�P'A'TillLA&A Watershed PVT uA kt "Z7T
SOIL PERCOLATION TEST DATA
Date of Pre-soaking 6 TO -01b Date of Percolation Test
NOTES: 1. Tests to be repeated at same depth until approximately equal percolation rates are obtained at each
percolation test hole. (ix.,s I 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
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2
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4
5
NOTES: 1. Tests to be repeated at same depth until approximately equal percolation rates are obtained at each
percolation test hole. (ix.,s I 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
DEPTH
G.L.
0.5'
1.0'
1.5'
2.0'
2.5'
3.0'
3.5'
4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.0
7.5'
8.0'
8.5'
9.0'
9.5'
10.0'
TEST € IT DATA
DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES
HOLE NO. tj - ( HOLE NO. HOLE NO.
C) To Sv ►�
9�ti56" 0 6RN LOAM
S7 "� 72° g9N F(K SAND
SuME $0V L.05E -S
Indicate level at which groundwater is encountered NO`C EN0001JT6p540
Indicate level at which mottling is observed Not oi3sS?�Vco
Indicate level to which water level rises after being encountered l4 /A
Deep hole observations made by: J rNt,w , M gypzygs -j D. smpw Date s 8 0
Design Professional Name: t4 N A . r—Aw
Address:'b(, ENG,►N�2lNGs �G
Signature:
Design Professional's Seal
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ITT
GOULDS PUMPS
Residential Water Systems
APPLICATIONS
MOTOR
Specially designed for the following uses:
General:
• Mound Systems
• Single phase
• EffluenVDosing Systems
• 60 Hertz
• Low Pressure Pipe Systems
• 115 and 230 volts
25
• Basement Draining
• Built -in thermal overload protection with automatic reset.
• Heavy Duty Sump/
• Class B insulation.
Dewatering
• Oil - filled design.
• High strength carbon steel shaft.
SPECIFICATIONS PE31 Motor:
F..... -
Pump — General:
• .33 HR 3000 RPM
20
• Discharge: 1 %z° NPT
• 115 volts
• Temperature: 104 °F (40 °C) maximum, continuous when
' Shaded pole design
fully submerged.
41 Motor:
• Solids handling : ' /h° maximum sphere.
• . HP 3400 RPM
• Automatic models include a float switch.
• 115 d 230 volts
1 5
• Manual models available.
• PSC de '
• Pumping range: see performance chart or curve.
RE51 Motor.
�-- PE31 Pump:
• . HP 3400 RPM
F
• Maximum capacity: 53 GPM
• 115k
4230 votes
10
• Maximum head: 25' TDH
• PSC desi q
1 Pump:
Ma ' um cap : 61 GPM
AGENCY LISTINGS
• Maxim ad: 29' TDH
:.. _ .... PE5.1. Pu p:
• Ma ' um capaa 70 GPM
• ximum head• 37' H
C us
Tested to UL 778 and
CSA 22.2108 Standards
By Canadian Standards Association
METERS FEET File #LR38549
_L_. __ MODELS: PE31, PE41,
1 r +
.._ Er �..._�.. '....i _.........I HP-33 -40,50
3sii . •..— -"I" 1 —''i-1 "i" _.f 1_... _i- .1. -•__ r - --;-
—► 2 GPM
I FT
0 0 0 10 20 30 40 s0 60 _ 70 GPM 8C
Gt4"
0 5 10 is m3/h
CAPACITY
Goulds Pumps Is ISO 9001 Registered.
c �K r�9
Y.
Li
30
_
25
..�
F..... -
--
20
1 5
}..._..
_..
F
10
0 0 0 10 20 30 40 s0 60 _ 70 GPM 8C
Gt4"
0 5 10 is m3/h
CAPACITY
Goulds Pumps Is ISO 9001 Registered.
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ITT
PERFORMANCE RATINGS
PE31 X51
Total Head
(feet of water)
GPM
5
52
10
42
15
29
20
16
25
0
'P�E41
T al Head
(feet water)
GPM
8
61
10
57
15
46
20
3
25
1
PUMP INFORMATION
To Head
(feet o ater)
GPM
10
67
15
59
20
50
25
Minimum
30
26
35
8
GOULDS PUMPS
Residential Water Systems
DIMENSIONS
(All dimensions are in inches. Do not use for construction purposes.)
C
iE
CHARGE
1
Minimum
Float Switch
Cord
Discharge
Minimum
Maximum
Shipping
Order No.
HP
I Vohs
Amps
Circuit
Phase
Basin
Solids
Weight
Breaker
Style
Length
Connection
Diameter
Size
Ibs/kg
PE31 M
0.33
�
115
12
20
1
Manual / No Switch
20'
1.5"
18"
.5"
31/14.1
PE31 P1
iggyback Float Switc
PE41 M
5
15
anual / No Swi
Pigg ack Float itch
*PEP1
3.
10
Man u / N witch
Piggyback oat Switch
P
15
.5
20
Manu / N Switch
51
Pigg ack Float witch
PE52M
23
4.7
10
anual / No Swi
PE52P1
iggyback Float Switc
SHERLITA AMLER, MD, MS, FAAP
L.- . _ Commissioner..of. Health-, _.. __..
LORETTA MOLINARI, RN, MSN
Associate Commissioner of Health
DEPARTMENT OF HEALTH
1 Geneva Road, Brewster, New York 10509
ROBERT J. BONDI
_ - County Executive
ROBERT MORRIS, PE
Director of Environmental Health
LO
TO: DEPARTMENT OF ENGINEERING AND DESIGN .REVIEW
PRIORITY - SEPTIC REPAIR
DELEGATION STATUS
FOR
SUBSURFACE SEWAGE TREATMENT SYSTEM PROGRAM
PROJECT:
TOWN:
JOINT .REVIEW
SUB'D APP DATE
NOTICE OF COMPLETE APPLICATION:
DATE:
❑ Within the drainage basins of West Branch, Boyds Corner Reservoirs or Croton Falls.
❑ Within 500 feet of a reservoir, reservoir stem or control lake.
Within 200 feet of a watercourse or a DEC wetland and appearing on a subdivision
map approved after December 31, 1992.
❑ Design flow greater than 1000 gallons /day.
❑ Commercial SSTS.
jtreviewrepair
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 Faz (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
DEPARTMENT OF HEALTH
I Geneva Road, Brewster, New York 10509
Chris Dellaripa
Putnam County Septic System Repair Program
100 Route 312, Building # 4
Brewster, NY 10509
Re
Dear Mr. Dellaripa:
August 5, 2008
ROBERT J. BONDI
County Executive
ROBERT MORRIS, PE
Director of Environmental Health
Septic Repair Permit (WS- 151 -08) for
O'Neill, 270 Lakeshore Dr.
(T) Patterson, T.M. # 25.57 -1 -15
This Department, in conjunction with the NYCbEP has received and reviewed the submitted
repair permit, engineer's report and plans for the aboveferenced project. The repair permit is
hereby approved with the following conditions.
1. The owner must maintain an effective septic pump -out schedule until the subject repair is
completed.
2. The septic system repair shall be fully constructed and completed in compliance with the
approved permit and engineering plans.
3. The Health Department shall be notified when constructions starts on the system and also
notified prior to backfill of the system.
4. The subject repair cannot be used as a system to provide sewage treatment for new
construction or expansions on the site.
Should you have any questions concerning this matter, please feel free to contact this office.
Respectfully,
Michael J. Budonski,
Director of En ineern
MJB:kly
cc: J. Kalin, PE
D. Shedlo, DEP
MAB
6
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
PUTNAM COUNTY HEALTH DEPARTMENT
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
P POSAL FO
YES N
SWAGE TREATMENT S
Internal Use On
fP Repair Permit issued in last 5 years
❑ ❑ Repair within Boyd's Corners, W. Branch or Croton Falls Res.
❑ ❑ Repair within 200 ft. of a watercourse or DEC - mapped wftlani
STEM REPAIR
`PERMIT# W� —�
❑ Not in Watershed
❑ Delegated
❑ Joint Review
SITE LOCATIQN TOWN t a�J� -tea°^ TM # ,�—_ `'jJ"
OWNER'S NAME (Z/�% i' I,' PHONE #
MAILING ADDRESS .S �..
APPLICANT �G-
Name & Relationship (i.e., owner, tenant, contractor)
DATE Z O FACILITY TYPE PCHD COMPLAINT #
PROPOSED INSTALLER./ PHONE #
ADDRESS REGISTRATION /LICENSE #
Proposal (include a separate sketch locating the house, property lines, all adjacent wells within 200
feet of repair and the location of existing and proposed system)
NOTE: The Department may require submittal of proposal from licensed professional depending on the
nature and extent of the r pair,
I, as owner,agree to the conditions stated on this form
fr
SIG NATURE �� `��' TITLE DATE
(owner)
the -septic installer, agree to comply with the conditions of•this.permit- for.the septic system repair .
SIGNATURE l y '� TITLE �_. ��� ;.r'' DATE /U..
(installer)
Proposal approved with the following conditions:
1 Procurement of any Town Permit, if applicable.
2. Submission of as built repair sketch by the septic system installer within 30 days of the repair, in duplicate showing:
a. Owner's name, Site Street Name, Town and Tax Map number
b. Location of installed components tied to'two fixed points
c. System description (e.g., 1250 gal, Concrete septic tank, etc.)
d. Installers' name and phone number
3. System repair to be performed in accordance with the above proposal and conditions
4. The proposed SSTS repair is considered a best fit design and there is no guarantee to the duration at which the
completed SSTS repair will function,
5. No'completed work is to be backfilled until authorization to do so has been obtained from the Department.
INTERNAL USE ONLY
Pr osal Approved lY. Proposal Denied U
Inspectors Sign u 'tie' - Date Expiration Date
Repair proposa6 is in compliance witK4 able codes Yes ❑ No
COPIES: PCHD; Owner; Installer
PC -RP 99ML Rev. 2/07
PUTNAM COUNTY DEPARTMENT OF HEALTH
- DIVISION -OF ENVIRONMENTAL- HEALTH SERVICES
INITIAL INDIVIDUAL /COMMERCIA:L SITE INSPECTION FORM
SECTION A. GENERAL, ; NFORMATION
Name of Project ) County .-�—
Site Location
Building construction begun Extent
Is property within NYC Watershed ..................] Yes No
SECTION B. TOPOGRAPHY (Please check all appropriate boxes)
1. Hilly Rolling . Steep slope Gentle slope
2. 0 Evidence of wetlands
0 Low area subject to flooding
ZFlat
Bodies of water
Drainage ditches Rock outcrops
3. Property lines or corners evident ....................... ............................... Yes 0 No
4. Do water courses exist on or adjoin the property? .................. F�q Yes F-1 No
5. Will these affect the design of the sewage system facilities ?............ Yes No
6. Do watershed regulations apply in this development ? ....................... Yes No
7 Will extensive grading be necessary? ...............
`Will' dxfdiisive fill lie nddessaryffor SSTS? -
9. Do filled areas exist within the SSTS area ?.........
If yes, what is the condition of the fill?
SECTION C. SOIL OBSERVATIONS
....................... 0 Yes 0 No
........................ 0 Yes No
I ........................ Yes No
.... ... .. .... .... .,
10. Appearance of soil: Sand F Gravel 0 Loam F—] Clay F—] Hardpan E:] Mixture
11. Observed from: a Borings Bank cut Backhoe excavations
12. Soil borings /excavations observed by d i on
13. Depth to groundwater on
14. Depth to mottling (p
on
15. Are test holes representative of primary & reserve areas ...... ............................... Yes No
16. Soil percolation tests made by
on
17. Soil percolation tests witnessed by on
SECTION D (on back)
Form ST -1
24. Site observer /inspector and title
25. Date(s) of observation(s)inspection(s)�
TEST PIT PROFILES
Hole # Lot #
Hole # Lot #
Hole # Lot #
2
Depth to water ..
Depth to water
SECTION D. DRAINAGE
Depth to mottling -''
'
18.
Will proposed grading materially alter the natural drainage in this or adjacent areas? ❑ Yes
n No
19.
Will groundwater or surface drainage require special consideration? .....................
❑ Yes
� No
20.
Will gullies, ditches, etc., be filled and watercourses be relocated ? .........................
❑ Yes
`- J No
`-�'
SECTION E. REMARKS
1.0
2.0
21.
If a common water supply is proposed, has an inspepo been made of the
3.0
3.0
3.0
existing or proposed source and facilities ? ................ ....... ...............................
Yes
No
5.0 '.�
Inspection data
5.0
6.0
22.
Do adjacent wells and/or sewage systems exist? ..................... ...............................
Yes
❑ No
23.
Additional comments C 69---
8.0
8.0
24. Site observer /inspector and title
25. Date(s) of observation(s)inspection(s)�
TEST PIT PROFILES
Hole # Lot #
Hole # Lot #
Hole # Lot #
Depth to water
Depth to water ..
Depth to water
Depth to mottling -''
Depth to mottling ..._ ... ..._
.....,__.....D.epth to mottling.
Depth to rock/imp. -
Depth to rock/imp.
Depth to rock/imp.
G.L.
G.L.
&L.
0.5
0.5
0.5
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
-V
SHERLITA AMLER, MD, MS, FAAP
Commissioner of Health
LORETTA MOLJNARI, RN, MSN
Associate Commissioner of Health
a
w
DEPARTMENT OF- HEALTH
1 Geneva Road, Brewster, New York 10509
REQUEST FOR FIELD TESTING
ROBERT J. BONDI
,.County Executive
ROBERT MORRIS, PE
Director of Environmental Health
All information below must be fully completed prior to any scheduling. DATE: o
ENGINEER OR FIRM: C-1 ( _ PHONE #:2— r) A /�
PERSON TO CONTACT: �--,-
❑ NEW CONSTRUCTION . 2-6PAIR PROGRAM ❑ ADDITIONPROGRAM
:._ .. __ ..................,.. _..... . _................. .
...,..........: ROAD /S�TRE�T.:.� �.:.w��..D.....�...�;;�.� .: � �--r� �...._.v.. �.._..... w,_..._. r, x�... w,. w....._ w,._.._......_... �,,.._.. ..,..........._..._..._._......
TOWN: TAX MAP #: X17
SUBDIVISION: LOT #:
OWNER: 0 V
NYCDEP CRITERIA FOR JOINT REVIEW AND WITNESSING OF SOIL TESTING
YES NQ .
Proposed SSTS within'the' drainage basin of W4 st Branch or Boyds Corner -& -
Croton Falls Reservoirs.
2 O _ - ..Proposed..SSTS•within 500 feet of.a •reser.voir,_reservoir -stem.or .control la -ke: • .••:• - -,•
O Proposed SSTS within 200 feet of a watercourse or a DEC wetland. ,
O Proposed SSTS design flow greater than 1000 gallons /day or SPDES Permit required.
O Proposed SSTS for a Commercial Project.
It is the responsibility of the design professional to provide the above' information prior -to soil testing. The
Department will determine the NYCDEP project status (Joint or Delegated) based on the response. If you
answered Les to. any of the questions, NYCDEP must witness the soil tests. This Department will coordinate a .
mutually suitable time for field testing with the Design Professional and NYCDEP.
If a proiect� has ._ been ._ determined to _Delegated based on.. -.the .ab;ove.,- .r.espopse ,_mod _ then _,s.ubsegaent.:____.: _.;
information iindicates NYCDEP is required .to witness. the soil tests, it will be the sole responsibility of the
design professional to schedule re- witnessing of the soil esting with NYCDEP.
FOR COUNTY USE ONLY
DATE: TIME:
COMMENTS:
REQ. FOX FMLD TESTINO:KLY
' Environmental Health (845) 278.6130 Fax (845) 278 -1921
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
C� a'AO• 3 •-off . , :. `, : ::`. ; *a:'s
1
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e5��,,�•�` .�,!! =` ,�l.:Ai -� Su2�1C�/o12- �.1GEt.?SE � q
'?I
I gq I (
PUTNAM COUNTY DEPARTMENT OF HEALTH
DIVISION OF ENVIRONMENTAL HEALTH SERVICES
C DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM
Owner Address
Located at (Street) J7o LLL ke 5L.re big Tax Maps 53 Block l Lot /5"
(i icate nearest cross street)
Municipality Watershed
P SOIL PERCOLATION TEST DATA 1
Date of Pre - soaking Date of Percolation Test
Form DD -97
11
1
': 4S� 1:
L:� ( - J1
3
2
5 j v �'►��
�7 c c
i— err /2 j�
��N�
+ r
3
4
(,
` S 4'!( k
A1JD Smrz,
�± 4�ZN L
ed, /!/h L'r
l, L
5
C)q
3
3
2
J'i0 -0:0-)j
la
1 - a
3
3
- ��3q
4
5
1
2
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
11
UW, SHERLITA AMLER, MD, MS, FAAP ROBERTJ. BONDI
Commissioner of Health County Executive
LORETTA MOLINARI, RN, MSN ROBERT MORRIS, PE
Associate Commissioner of Health Director of Environmental Health
• ' DEPARTMENT OF HEALTH
1 Geneva Road, Brewster, New York 10509
REQUEST FOR FIELD 'TESTING
All information below must be f completed prior to any scheduling. DATE:/ o
ENGINEER OR FIRM: e cl 69 PHONE ##: 2 r) 42,q:?/
PERSON TO CONTACT:
❑ NEW CONSTRUCTION [;�-6PAIR PRO GRAM ❑ ADDITIONPROGRAM
REASON: DEEPS: ❑ PERCS: C, PUMP TEST: ❑
- ROA:D/S'Y= REE•q': -.w._ �.. u �,,` _ . �... �Ay�:.u_.........K�... _ M. �..._,.r. �.. �,.._. �_.. �.. w.. �..,. �.. u._.. .......,d..�._..r.._.:......,.
TOWN: c .. - - TAX"
#...
SUBDIVISION: LOT #:
OWNER: O (,- �" A
NYCDEP CRITERIA FOR JOINT REVIEW AND WITNESSING OF SOIL TESTING
YES' NO ,
.Er el' Proposed SSTS within'the drainage basin of W- est Branch or Boyds Corner &..
Croton Falls Reservoirs.
0 - O : Proposed SSTS within 500 feet of a reservoir, reservoir st6ti of-toritrol lake.
0 Proposed SSTS within 200 feet of awatercourse or a DEC wetland.
0 Proposed SSTS design flour greater than 1000 gallons /day or SPDES Permit required.
0 Proposed SSTS for a Commercial Project.
It is'the responsibility of the design professional to provide the above information prior to soil testing. The
Department will determine the NYCDEP project status (Joint or Delegated) based on the response. If you
answered ves to any of the questions, NYCDEP must witness the soil tests. This Department will coordinate a .
mutually suitable time for field testing with the Design Professional and NYCDEP.
If a_•projtct has ...been „dete_rminedto.,.be _ Delegated:_ based„ ono,the,,above_;.e�sopse:_a�ud_ then._ ,s_ubseq.ent...;_:.:..,.:.::.,;
information indicates NYCDEY is required to witness the soil tests, it will be the sole responsibility of the
design professional to schedule re- witnessing of the soil testing with NYCDEP.
DATE
COMMENTS:
FOR COUNTY USE ONLY
TIME:
aeo. FOXIMLDrPnn7c:KLY 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(W)278-6678
Nursing Home Care Fax (845) 278 -6085 .
Early Intervention /Preschool (845) 278 -6014 Fax(845)278-6649
VA 1 A 1
DEEP TESTS PWC TESTS
TEAT "lib -
TESTED SN JONN KAN. PE
PT -1e
TEST Wk.
M7NE m Ip N SUWNSM PE
DEpvt 27'
D. SHE" PE
f NUMT us MBA [I(C
SOIL TYPE: SILTY SAID
ppE$DAIR7D: S 0
TEST OAM S /bS
TEST DATL_EfiE/OS
,EAT N�nr_ D, .a.,. T,ME+�
Nut : � TaN s Am
DT -1:
RUNIM4
r_t0' TOPSOIL
Eo,-,. RED BRI. TRAM
STA66UZED RATE: 4 mb/Y,
W -72 SIM FINE SAND
®
SOME BOULDERS
NO MOTTLING. WATER. NOR ROCK I
USE 4 TAI,/M
ff TAX MAP 0 25.57 -1 -15
PICK UP GUTTER LEADER AND
PIPE WITH 4" GASKETED SDR -35
PIPE. DRAIN TO DAYLIGHT. -�
1,500 GALLON PRECAST CONC
(H -20) COMBINATION TANK --.
1.5'0 PVC SCH 40 FORCE MAIN
(REFER TO DETAIL)
SAW CUT PAVEMENT AND
REMOVE. REPLACE W/ TOPSOIL,
SEED AND MULCH.-------
HAY BALE BERM
(REFER TO DETAIL)
SILT FENCE (TYP)
(REFER TO DETAIL)
NOTE:
CONTRACTOR SHALL PROTECT
ROADWAY AT ALL TIMES DURING
CONSTRUCTION. ALL DEBRIS
SHALL BE CLEANED-FROM ROAD
AT END OF EACH DAY OR
SOONER.
Ni
_ I
PROVIDE NEW 4" PVC SDR -35 (2X
MIN PITCH) W/ CLEAN OUTS ---
EX. CESS POOL SHALL BE PUMPED
NY A NYSOEC LICENSED PUMPER AND
FILLED IN.
AREA RESERVED FOR HEALTH DEPARTMENT APPROVAL
o�
I
SCALE: IPES'v, I -Ift
EX. SEPTIC TANK TO BE PUMPED AND
l \ \ FILLED IN PLACE W/ SAND
I•
'R9p III III I'I �(
SL !Iiii;!!II
° T- REMOVE PLANTERS AND PAVEMENT WALK
°-�-, REPLACE WITH TOPSOIL_ SEED AND MULCH
2 - PEAT BIOFILTER MODULES
(REFER TO DETAILS)
\ ! 10'x12'x6" LEVEL GRAVEL PAD
\ -- (REFER TO DETAIL)
T
PICK UP GUTTER LEADER AND
PIPE WITH 4" GASKETED SDR -35
rIPE. DRAIN TO DAYLIGHT.
\ REPLACE PAVEMENT W/ 5' WIDE
x 4" THICK ITEM -4 WALK NOTE:
ALL COMPONENT'S AND /OR SOIL FROM THE
EXISTING SSYS ARE TO EITHER BE BURIED ON SITE
OR REMOVED FROM THE SITE BY A
® PERMITTED WASTE HAULER. ALL REMOVEDEC
COMPONENTS SHALL BE REPLACED WITH SUITABLE
SEPTIC SITE PLAN R.O.B. FILL CONTAINING LITTLE OR NO FINES AND
SCALE: I Inch " 20 rest THEN COMPACTED.
i
{
i
i
E'EALTk
1. ALL TREES WITHIN 10 FEET OF THE PROPO
SHALL BE REMOVED.
2. SSTS TO BE INSPECTED BY THE LICENSED E
HEALTH DEPARTMENT AFTER CONSTRUCTION
3. THE SSTS AREA SHALL BE STAKED AND RO
BUILDING MATERIALS. NOR EXCAVATED .EMI
4. ALL EROSION CONTROL MEASURES SHALL BE `
CONSTRUCTION. -
5. CONSTRUCTION OF SSTS TO BE IN ACCORDA
AND THE RULES AND REGULATIONS OF THE
8. THE SSTS DESIGN SHOWN HEREON DOES NO:
GRINDER. SUCH INSTALLATION REQUIRES ADD
PUTNAM COUNTY DEPARTMENT OF HEALTH.
7. PUTNAM COUNTY HEALTH DEPARTMENT APPR
WELL. BUILDING SETBACKS. AND DRIVEWAYS
MODIFICATIONS ARE TO HAVE PRIOR PUTNAM
UNAUTHORIZED MODIFICATIONS MADE TO THIS
HEALTH DEPARTMENT APPROVAL VOIDS SAID
S. ALL STONE WALLS IN AND WITHIN 10 FEET O
ENTIRE DEPTH AND THE RESULTING VOID REP
9. CUT OR FILL IS NOT PERMITTED IN THE SSTS
10. AFTER BACKFILUNG THE SYSTEM. THE SSTS J
INCHES OF TOP SOIL. SEEDED. AND MULCHED,
GDERAL NOTES
1. ALL WELLS AND SSDS'S WITHIN 100 FEET OF
2. TOPOGRAPHICAL AND PROPERTY LINE INFORMA
MAPS AND OR SPOTTED BY PUTNAM COUNTY
3. CONTRACTOR SHALL CONFIRM THAT THE GUTTI
RESIDENCE ARE DIRECTED AWAY FROM THE SE
4. THIS PLAN REPRESENTS A 'BEST FIT DESIGN'
GUARANTEE THAT THE SSTS WILL FUNCTION A'
5. THIS PLAN CANNOT BE USED TO INCREASE TH
8. PROJECT IS LOCATED AT 270 LAKE SHORE
7. DISTANCE TO RESERVOIR 0R LAKE IS 88 FE
8. DRAWINGS AND INSPECTIONS ARE SUBJECT TO
NOTE:
HOMEOWNER SHALL BE
RESPONSIBLE FOR INTERIOR
PLUMBING MODIFCATIONS TO
REDIRECT OUTLET PIPE TO
®
PROPOSED LOCATION.
\ \ Jai
EX. SEPTIC TANK TO BE PUMPED AND
l \ \ FILLED IN PLACE W/ SAND
I•
'R9p III III I'I �(
SL !Iiii;!!II
° T- REMOVE PLANTERS AND PAVEMENT WALK
°-�-, REPLACE WITH TOPSOIL_ SEED AND MULCH
2 - PEAT BIOFILTER MODULES
(REFER TO DETAILS)
\ ! 10'x12'x6" LEVEL GRAVEL PAD
\ -- (REFER TO DETAIL)
T
PICK UP GUTTER LEADER AND
PIPE WITH 4" GASKETED SDR -35
rIPE. DRAIN TO DAYLIGHT.
\ REPLACE PAVEMENT W/ 5' WIDE
x 4" THICK ITEM -4 WALK NOTE:
ALL COMPONENT'S AND /OR SOIL FROM THE
EXISTING SSYS ARE TO EITHER BE BURIED ON SITE
OR REMOVED FROM THE SITE BY A
® PERMITTED WASTE HAULER. ALL REMOVEDEC
COMPONENTS SHALL BE REPLACED WITH SUITABLE
SEPTIC SITE PLAN R.O.B. FILL CONTAINING LITTLE OR NO FINES AND
SCALE: I Inch " 20 rest THEN COMPACTED.
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E'EALTk
1. ALL TREES WITHIN 10 FEET OF THE PROPO
SHALL BE REMOVED.
2. SSTS TO BE INSPECTED BY THE LICENSED E
HEALTH DEPARTMENT AFTER CONSTRUCTION
3. THE SSTS AREA SHALL BE STAKED AND RO
BUILDING MATERIALS. NOR EXCAVATED .EMI
4. ALL EROSION CONTROL MEASURES SHALL BE `
CONSTRUCTION. -
5. CONSTRUCTION OF SSTS TO BE IN ACCORDA
AND THE RULES AND REGULATIONS OF THE
8. THE SSTS DESIGN SHOWN HEREON DOES NO:
GRINDER. SUCH INSTALLATION REQUIRES ADD
PUTNAM COUNTY DEPARTMENT OF HEALTH.
7. PUTNAM COUNTY HEALTH DEPARTMENT APPR
WELL. BUILDING SETBACKS. AND DRIVEWAYS
MODIFICATIONS ARE TO HAVE PRIOR PUTNAM
UNAUTHORIZED MODIFICATIONS MADE TO THIS
HEALTH DEPARTMENT APPROVAL VOIDS SAID
S. ALL STONE WALLS IN AND WITHIN 10 FEET O
ENTIRE DEPTH AND THE RESULTING VOID REP
9. CUT OR FILL IS NOT PERMITTED IN THE SSTS
10. AFTER BACKFILUNG THE SYSTEM. THE SSTS J
INCHES OF TOP SOIL. SEEDED. AND MULCHED,
GDERAL NOTES
1. ALL WELLS AND SSDS'S WITHIN 100 FEET OF
2. TOPOGRAPHICAL AND PROPERTY LINE INFORMA
MAPS AND OR SPOTTED BY PUTNAM COUNTY
3. CONTRACTOR SHALL CONFIRM THAT THE GUTTI
RESIDENCE ARE DIRECTED AWAY FROM THE SE
4. THIS PLAN REPRESENTS A 'BEST FIT DESIGN'
GUARANTEE THAT THE SSTS WILL FUNCTION A'
5. THIS PLAN CANNOT BE USED TO INCREASE TH
8. PROJECT IS LOCATED AT 270 LAKE SHORE
7. DISTANCE TO RESERVOIR 0R LAKE IS 88 FE
8. DRAWINGS AND INSPECTIONS ARE SUBJECT TO