SEP-0728-2018 �^ TOWN OF QUEENSBURY
� 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
--__ Community Development - Building & Codes (518) 761-8256
CERTIFICATE OFCOMP 1ANCE
Permit Number: SEP-0728-2018 Date Issued: Friday, April 26, 2019
This is to certify that work requested to be done as shown by Permit Number SEP-0728-2018
has been completed.
Tax Map Number: 227.10-1-24
Location: 20 BEAN RD
Owner: 20 Bean Road LLC
Applicant: Dennis MacElroy
This structure may be occupied as a: Residential Septic Alteration
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the /% -----
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
e TOWN OF QUEENSBURY
742 BayRoad,
,Queensbury,NY 12804-5904 (518)761-8201
' Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: SEP-0728-2018
Tax Map No: 227.10-1-24
Permission is hereby granted to: 20 Bean Road LLC
For property located at: 20 BEAN RD
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Type of Construction
Owner Name: 20 Bean Road LLC Septic Disposal-Residential $0.00
Owner Address: 27 Overlook DR Total Value $0.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Crandall Excavating
63 WOODCHUCK HILL RD
Lake George,NY 12845
Plans&Specifications
Residential Septic Alteration
$ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday,November 26,2019
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before expiration d.to
_.
Dated at the Town f Quee ury; 4/Mi
,r 1 ovember 26,2018
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only
742 Bay Road,Queensbury,NY 12804
fm,n u/(Ln•(n;ban Permit#: 0 i 25^ 20�(„)
P:518-761-8256 www.queensbury.net
Tax Map ID#: 227.10-/- 2'i Permit Fee:$ 1-5 ; Invoice#:it) b�
Project Location: 20-13tAM-Rd>Ab Septic Variance? Yes ✓ No•
Primary Owner(s) 2.0M "Re�
Mailing Address 27 .,.r 4.-( 215C5 -
Phone & Email
Installer/Builder G7-4°41-4Nr.-Ast4A-ram
Mailing Address Co-5 LAttlE.G T.0
Phone & Email .-70 tg �kalf� -4+ 4 ,c.irvrr s %4 sc4tkir 2 j4v%c41.
Engineer
Mailing Address r 1 Z c.)•14 . TIZA tfEto.S.r-It > rr 14,`i+( q
Phone & Email S - 7Csr- -1.4-1 aov` xrc,,ealke 11F cam
Contact Person for Building&Code Compliance: Phone:
RESIDENCE INFORMATION:
Year Built Gallons #of bedrooms X gallons per =total daily flow
per day bedroom Garbage Grinder Yes CO)
1980 or older 150 Installed? (circle one) a
1981-1991 130 Spa or Hot Tub Yes (
Installed? (circle one)
1992-Present 110 5 i1 O - ®
PARCEL INFORMATION:
Topography V Flat Rolling � Steep Slope %Slope
Soil Nature Sand v Loam Clay Other
Groundwater At what depth?
Bedrock/Impervious material At what depth? ,1--Z7
Domestic Water Supply _Municipal Well (if well,water supply from any septic system absorption is?3Dft.)
Percolation Test Rate: jr, per minute per inch (test to be completed by licensed engineer/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION:
Tank size lbOC:gallons(min.size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub
System Absorption field with#2 stone Total length ft.; Each Trench ft.
Seepage Pit with#3 stone How many: ;Size:
"'j .ly Alternative System 2 -To Bed Z*y+3O' Z. .-roes.& t3c:;'� "/3 i,.ATE"
Holding Tank System Total required capacity? ;tank size ;#of tanks
NOTES: 1.Alarm system &associated electrical work must be inspected by a Town approved electrical inspection
agency; 2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved.
The installed system must match the septic layout on file-no exceptions.
Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material
representation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I
have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage
Disposal Ordinance.
PRINT NAME:, $.14.11341 MAC C< DATE: d I-1s-'I
SIGNATURE:c04i�J --P DATE: �'-�I� -le
Town of Queensbury Building&Code Enforcement Revised March 2018
ENVIRONMENTAL DESIGN
111116,
_,s • i PARTNERSHIP, LLP. 900 Route 146 Clifton Park,NY 12065
(P)518.371.7621 (F)518.371.9540 edpilp.com
h.pin this:physical environment
November 19, 2018
Town of Queensbury Department of Buildings&Codes TECEEIVIE0
742 Bay Road NOV 19 2018
Queensbury, NY 12804 -
TOWN OF QUEENSBURY
Attn: Dave Hatin, Director BUILDING&CODES
Re: 20 Bean Road LLC—Replacement Wastewater System
Dear Dave:
Submitted for your review is a standard application for a replacement wastewater system serving
the Glass/Severance family residence located at 20 Bean Road. This system was subject to a Board
of Health review for a variance(setback for the absorption field to property line)in October.
The wastewater system design on the variance plan submitted included the use of a Glarus Fusion
Enhanced Treatment Unit(ETU). Upon further research and discussions with the Owner it has been
decided to use a PuraSys SBR(Sequential Batch Reactor)as the ETU in this design. This enables
us to keep inpiace and reuse the existing 1500 gallon precast concrete septic tank and the existing
1000 gallon precast concrete pump tank. The SBR treatment components will simply be installed
within the existing 1000 gallon tank. These components include the pump necessary to pump the
treated effluent up to the proposed absorption field.
As the type of ETU was not an integral factor in the BOH variance we have simply revised the design
plan to now include the PuraSys details. The variance involved the positioning of the absorption
field and that has not changed. i do feel it was important to identify this design change and thus this
explanation. Please note that PuraSys system is also an NSF 40 certified treatment system and will
produce similar treatment results to the Clarus Fusion. I have attached some basic manufacturers
information of the PuraSys SBR system for your file.
Sincerely,
t 4E1,414 tAA1/4C.. 12ggrl'
Dennis MacEiroy, PE
Partner
Environmental Design Partnership
(518) 376-4485
Attachment
P
PuraSy
Sequencinq Batch eact -
FILS
i ti
The PuraSys SBR brings the reliability of proven
Sequencing Batch Reactor (SBR) technology to
the residential market and can be scaled up for
commercial applications. It transforms an ordinary
septic tank into a compact.advanced treatment unit.
AN /� The PuraSys SBR offers a modular solution for space
tkic M constrained sites or nutrient limited watersheds.
P u raSys The PuraSys SBR batches treatment through cycles,including aerobic
S B R and anaerobic steps,to clean the water and reduce total nitrogen.
Since the process is batched, the smart control can recognize
water flow and then adjust aeration accordingly.This not only saves
energy,but also improves treatment efficiency and avoids bulking.
Why Choose PuraSys SBR?
a Certified to NSF/ANSI Standards 40 and 245 and European Committee for
Standardization EN 12566-3
Can be dropped into a standard septic tank
Simple system uses no chemical additives,filters or fixed media
PuraSys SBR can be installed through a standard 24"or 30"tank access port
z. Smart control panel which automatically adjusts aeration to water flow based
on occupancy
Applications Process control saves energy and prevents sludge bulking caused by
Residential new construction over-aeration
Only input is air which makes operation and maintenance easy
Retrofit existing septic tanks
Commercial or community
Small commercial operations
Nitrogen sensitive areas
Very small properties r. '% r
Aug
LI .1
Only modules bearing the NSF°boo 0 118J\1LJA
4:30 and designated PS1-XX are certified
to NSF/ANSI Standards 40 and 245
"`" 336.547.9338 anuainternationai.com
mion W
a m �
E � mn
V
9
V C
c N
T N U
� 9 N
N G
N w a io 5
ENVIRONMENTAL DESIGN
eCO PARTNERSHIP, LLP.Shaping the physical environment ronme€,t 900 Route 146 Clifton Park,NY 12065
(P)518 371 7621 (F)518.371.9540 edpllp.com
11110111111M
May 17, 2019
Town of Queensbury Building & Codes P 2 • t&
742 Bay Road ". W [E ]
---�
Queensbury, NY 12804 D E C L U
Attn: Dave Hatin :IIMAY 1 T 2019
Re: 20 Bean Road LLC Wastewater— 20 Bean Rd. TOWN BUILDING NG&CODESRY
Dear Dve:
In compliance with application approvals granted by the Town of Queensbury I offer
the following regarding the referenced project.
The design plans, prepared by this office and reviewed and approved by the Town
as associated with the wastewater system application, are as follows:
• Proposed Wastewater Improvements For The 20 Bean Road LLC Residence
Sheet WW-1 Proposed Wastewater Improvements
Sheet WW-2 Existing Conditions
Sheet WW-3 Details
Dated—August 29, 2018 Date Issued for permit— November 19, 2018
Prior to construction the Owner requested that we consider the expansion of the
system to include flow from an existing seasonal two-bedroom cottage. The
Contractor's further excavations confirmed that site conditions were compliant for
vertical and horizontal separation standards in the expanded area. The bed area
was expanded to a dimension of 21' x 41' (861 sf) to accommodate the 770 GPD
flow rate and an application rate of 0.9 gallons/sf/day. The application rate is based
on the fill soil and the dispersal of a highly treated effluent from an enhanced
treatment unit (ETU). The approved ETU, a PuraSys Sequential Batch Reactor
(SBR) was selected to make use of an existing septic tank and pump tank which
were ideally suited for the SBR system in treatment of the flow rate proposed.
During the course of construction I was on the job site to observe key components
of the system installation culminating with the `start-up' of the pump assembly and
control panel system on April 25, 2019. As discussed, the absorption system has
Dave Hatin ENVIRONMENTAL DESIGN PARTNERSHIP, LIP.
May 17, 2019 Shaping the physical en din s nment
Page 2
been expanded and thus an `as-built' sketch is provided for the file. Based on my
inspection of the system start-up it is my opinion that the wastewater system is in
compliance with the intent of the approved design plan and is ready for operation.
Please contact me should you require any further information.
Sincer iy,
Denrds MacE oy, PE
attachment
cc: Scott Severance
900 Route 146 Clifton Park,NY 12065
2
(P)518 371 7621 (F)518 371 9540 edplip.com