1.3
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SETPH.VAR\\Abele-Rockhurst LLC-Replacement System With Absorption Field to Line and LG - 11-2-2020
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF CHRIS ABELE / ROCKHURST LLC
RESOLUTION NO.: ______________________________________________________, 2020
INTRODUCED BY: ______________________________________________________
WHO MOVED ITS ADOPTION
SECONDED BY: ________________________________________________________
WHEREAS, the Queensbury Town Board serves as the Town’s Local Board of Health and is
authorized by Town Code Chapter 136 to issue variances from the Town’s On-Site Sewage Disposal
Ordinance, and
WHEREAS, Chris Abele, Managing Member of Rockhurst LLC (Applicant) has applied to the
Local Board of Health for variances from Chapter 136 to install a wastewater system with its
absorption bed to be located:
1. 5’ from the property line instead of the required 10’ setback; and
2. 70’ from Lake George instead of the required 100’ setback;
on property located at 10 Polk Road in the Town of Queensbury, which property is currently being
subdivided, with the future address on which a new residence with the new wastewater system and
absorption bed will be located to be 102 Assembly Road,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury’s Local Board of Health will hold a public hearing
th
on Monday, November 16, 2020 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Chris Abele, Managing Member of Rockhurst LLC’s sewage disposal
variance application concerning property located at 10 Polk Road with the future address to be known
as 102 Assembly Point Road, Queensbury (current Tax Map No.: 239.12-2-35) and at that time all
interested persons will be heard, and
BE IT FURTHER,
RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town
Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice
to neighbors located within 500’ of the applicant’s property as required by law.
nd
Duly adopted this 2 day of November, 2020, by the following vote:
AYES :
NOES :
ABSENT:
SEWER\Abele-Rockhurst—Replacement with Absorption to Line and Lake-11-16-2020
NOTICE OF PUBLIC HEARING
IN ACCORDANCE WITH TOWN OF QUEENSBURY ON-SITE SEWAGE DISPOSAL
ORDINANCE CHAPTER 136, NOTICE IS HEREBY GIVEN THAT THE TOWN OF
QUEENSBURY LOCAL BOARD OF HEALTH WILL CONDUCT A PUBLIC HEARING ON
MONDAY, NOVEMBER 16TH, 2020 AT 7:00 P.M. AT THE QUEENSBURY ACTIVITIES
CENTER, 742 BAY ROAD, QUEENSBURY TO CONSIDER AN APPLICATION BY CHRIS
ABELE/ROCKHURST LLC FOR SEWAGE DISPOSAL VARIANCES TO INSTALL A
WASTEWATER SYSTEM WITH ITS ABSORPTION FIELD TO BE LOCATED:
1. 5' FROM THE PROPERTY LINE INSTEAD OF THE REQUIRED 10' SETBACK;
AND
2. 70' FROM LAKE GEORGE INSTEAD OF THE REQUIRED 100' SETBACK;
ON PROPERTY LOCATED AT 10 POLK ROAD IN THE TOWN OF QUEENSBURY, WHICH
PROPERTY IS CURRENTLY BEING SUBDIVIDED, WITH THE FUTURE ADDRESS ON
WHICH A NEW RESIDENCE WITH THE NEW WASTEWATER SYSTEM AND ABSORPTION
BED WILL BE LOCATED TO BE 102 ASSEMBLY ROAD (CURRENT TAX MAP NO.: 239.12-
2-35).
AT THIS PUBLIC HEARING ALL INTERESTED PERSONS WILL BE HEARD.
PUBLICATION DATE: NOVEMBER ,2020
CAROLINE H. BARBER
TOWN CLERK
TOWN OF QUEENSBURY
ENVIRONMENTAL DESIGN
ect) PARTNERSHIP, LLP. 900 Route 146 Clifton Park,NY 12065
(P)518.371.7621 (F)518.371.95a0 edpllp.com
October 27, 2020
Town of Queensbury Board of Health
742 Bay Road RIE EIVED
Queensbury, NY 12804
�UEENSBURf
Attn: John Strough, Supervisor �tERKS CFFtCE
Re: Abele Residence—102 Assembly Point Road
BOH Variance Request
Dear John:
Submitted for your distribution and review are nine sets of a Board of Health wastewater system
variance application for the Abele residence located at 102 Assembly Point Road. The configuration
of the existing lot, its proximity to the lake level and its extensive shoreline leads to a challenging
condition for meeting wastewater system setbacks. As designed we have positioned the system's
absorption field toward the higher area of the parcel but we fail to meet the standard shoreline
setback. As a result we are proposing to include an Enhanced Treatment Unit(ETU)as part of the
wastewater treatment system. The ETU will help mitigate the diminished shoreline setback. Refer
to the attached information on the PuraFio Peat Fiber Biofilter.
The proposed wastewater system is described by the following documents.
• Proposed Site Improvements For The Abele Residence
102 Assembly Point Road Tax Parcel ID#239.12.-2-35
Sheet S-1 COVER SHEET
Sheet S-2 EXISTING CONDITIONS
Sheet S-3 WASTEWATER VARIANCE PLAN
Sheet S-4 PURAFLO DETAILS
Sheet S-5 WASTEWATER DETAILS
• Queensbury Board of Health Application for Septic Variance
• Application Fee -$150 check
1 am available to meet with you and/or other Board members to further discuss this proposal prior to
the public hearing. Thank you for your consideration of this request.
Sincerely,
7��s:*A*4 t Z!5
Dennis MacElroy, PE
Environmental Design Partnership
Attachments
Cc: Dave Hatin
Chris Abele
SEPTIC VARIANCE Office Use Only
Received:
APPLICATION Permit#:
tin.n{4 Q"CVnsbun'
Permit Fee:
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 wvaw.gueensbury.net Invoice#:
Approvals:
Submittal: I (one) original &8 copies of the completed application package
Property Owner(s): Chris Abele, Managing Member—Rockhurst LLC Owner's Agent: Dennis MacElroy - EDP
Address: 14 Corporate Drive Clifton Park, NY 12065 Address:900 Rt. 146 Clifton Park, NY 12065
Phone#:518 365-4989 Phone#: 518 371-7621
Site Address: 102 Assembly Point Road Tax ID#: 239.12-2-35
Directions to Site: Bay Road north to Rt. 9L south to Assembly Point Road
Distance from well on property to septic system (if applicable) NA feet
Is it possible to install a conforming septic system on this property? ❑ Yes N No
If YES, please explain and attach a diagram: C lrk or to . h ire to enter text
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? N Yes ❑ No If NO, please explain: Chin, or tclp here to ef)te=tear.
Is the proposed system to be installed under a parking area? ❑ Yes N No
Section of the Sanitary Sewage Ordinance from which you are seeking the variance (i.e. leaching system will be 89 ft.
from well in lieu of required 100 ft.):
Section 136-9 D : Horizontal Separation Distances
• V-1 70'setback to Lake George vs. 100' required
• V-2 5'setback to property line vs. 10'required
Septic Variance Application Revised February 2019
List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain tax
map numbers from the Assessor's Office as well as the names and addresses:
North Name Lake George Charles Crew
Address 101 Assembly Point Road Lake George, NY 12845
Tax Map ID 239.7-1-1.12
South Name Brian Hogan Michael Chrys
Address 34 Holly Lane Assembly Point Road Lake George,NY 12845
Tax Map ID 239.12-2-37 239.12-2-32
East Name Chris Abele
Address 10 Polk Drive
Tax Map ID 239.12-2-35.1
West Name Jeanne Austin
Address 99 Assembly Point Road
Tax Map ID 239.12-2-33
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 6 Polk
Drive
I/We realize that putting the well,septic tank or leaching system less than the required 100 feet from the lake may
increase the risk of pollution.
Owner—Print Name: Chris Abele Date:
Owner—Signature: Date: / 6
NEIGHBOR OR TENANT RELEASE STATEMENT (if applicable)
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: Click
or tap here to enter text.
I/We realize that putting the septic tank or leaching system less than the required_feet from the Click or tap here to
enter text. may increase the risk of pollution.
Neighbor/Tenant—Print Name: Date:
Neighbor/Tenant-Signature: Date:
Septic Variance Application Revised February 2019
AUTHORIZATION AND SIGNATURE PAGE
This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site
visits, other permit responsibilities and agreement to provide documentation required.
Complete the following if the OWNER is using an Agent:
Owner's Name: Chris Abele
Designates: Dennis MacElroy as agent regarding the Septic Variance for
Tax Map#: 239.12-2-35
OWNER'S SIGNATURE: DATE:
Engineering Fee Disclosure:Applications may be referred to the Town consulting engineer for review of septic
design, storm drainage, etc. as determined by the Town Board of Health. Fees for engineering review services
will be charged directly to the applicant.
Authorization for Site Visits: By signing this page and submitting the application materials attached herein,the
Owner,Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code
Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the
application submitted.
Please Note: Other permits may be required for construction or alteration activity subsequent to approval by
the Town Board of Health. It is the applicant's responsibility to obtain any additional permits.
Official Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated
stenographer tape record the proceedings of the meetings resulting from the application, and that the
minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy
between such record and the handwritten minutes taken by the designated stenographer,the handwritten
minutes shall be deemed the official record.
I,the undersigned, have thoroughly read and understand the instructions for submission; agree to the
submission requirements and completed checklist:
OWNER—PRINT NAME: Chris Abele
I
OWNER—SIGNATURE: P DATE: October 23, 2020
AGENT—PRINT NAME: Dennis MacElroy
AGENT—SIGNATURE: �,�t.4t1�� M�['�� DATE: October23, 2020
Septic Variance Application Revised February 2019
ANUA —
Home About Clean Air Blog Contact FQ cs store
Purafla�
Peat Fiber Biofilter
The Puraflo peat fiber biofilter system is the most
versatile and reliable treatment onsite wastewater
treatment system on the market.The system is green-
friendly and uses little to no energy. It is odor-free and
operation is very simple. Puraflo's flexibility coupled
with performance is unmatched in the industry.
Why Choose Puraflo?
Modular design assures flexible phasing options
Completely odor-free
Very low or no power requirements
Seasonal or intermittent use compatible
Factory assembled
P1 SON models certified to NSF/ANSI Standard 40
Green solution, based on passive biofiltration principles
Minimal system maintenance; no annual fluffing or raking of peat media
Unique peat fiber with high lignin content provides for a longer media life
Optional remote monitoring using telemetry
Puraflo
' R t C; S T
peat fiber 8iofilter
Click far more info
;f
Applications include:
b
Single family homes
Multi-family homes
Communities _
Small commercial operations
Intermittent use(e.g.vacation
homes,campgrounds)
Churches
Schools
Engineering & Technical Specification
Puraflo@
Peat Fiber Biofilter The Puraflo Process
1. Collection
Sewage flows from the home or facility into a watertight septic tank.The
solids settle and the liquid effluent flows by gravity through a commercial
effluent filter to a pump basin/tank.
2.Treatment
The liquid effluent is timed dosed at specific intervals into the Puraflo mod-
ules,where it is distributed evenly onto the biofibrous peat media.A combi-
nation of biological,chemical,and physical processes treat the effluent as it
filters through the peat fiber media.
3. Dispersal or Water Reuse
Treated effluent emerges from the Puraflo modules and disperses either into
a gravel pad directly below the modules or is collected for dispersal by other
Puraflo Peat Fiber methods,including gravel trenches,LPP,drip irrigation or other dispersal
Biofilter Module methods. Effluent is suitable for reuse. Chemical or UV disinfection may
Made from UV resistant HDPE be required.
Media lasts-15 years
High lignin Irish peat fiber
Lid design provides full access
Multiple lid colors available
Puraflo Effluent Quality
Parameters Effluent
BOD5(mg/0 <10
TSS(mg/1) 510
NH3-N(mg/1) <5
System Design Considerations
Maximum design organic loading per module 0.3755 lbs/d
Maximum design hydraulic loading per module 150 gpd(residental)
120 gpd(commercial)
240-300 gpd(polishing or recirculation)
Module weight 1800 Ibs
OANUA
Technical Drawings
a o T2'6"
Side view '"r--� Sealed Modules are End view
without weep-holes
Dispersal Options
In-Ground Pad—Type A
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Mounded Pad—Type A
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Trench—Type B
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CANUA
Only modules bearing the NSF'logo
and designated P150N*XX are
�� certified to NSF/ANSI Standard 40
t9
ASSEMBLY PROPOSED SITE IMPI:OVEMENTS FOR THE
LAKE
POINT
GEORGE \� j
ABELE RISIDENCE
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SITE GEORGE OWNER/APPLICANT: SITE :
ROCKH'URST LLCM -
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102 ASSEMBLY POINT ROAD ,
TOWN OF QUEENSBURY 1
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RECORD OF WORK DATE
UBMITTAL TO TOWN 10/26/:
SCALE:
SHEET TITLE:
COVER
SHEET
SHEET NO.
S-1
SOIL DATA
THE FOLLOWING DEEP TEST PIT AND SOIL PERCOLATION TESTING WAS TP#3
PERFORMED ON THE SITE ON OCTOBER 22, 2020 AND RECORDED BY A o"-loll FOREST DUFF/ORGANIC MATERIAL ROOTS
REPRESENTATIVE OF ENVIRONMENTAL DESIGN PARTNERSHIP, LLP 10"-30" LIGHT BROWN LOAMY SANDl, �'
TP 1 30"-70" FINE SILTY SAND, FIRMER WITH DEPTH, FINE, FIRM SAND/SILT
- - NO OBSERVATION OR EVIDENCE OF GROUNDWATER `.
/ 0,-loll FOREST DUFF/ORGANIC MATERIAL ROOTS
/ 10"-32" LIGHT BROWN LOAMY SAND TP##4
/ 32"-70" SILTY SAND, FIRMER WITH DEPTH, SOME COBBLES 0"-6" FOREST DUFF DUFF/ORGANIC MATERIAL ROOTS TO 18" - Z/ / C E L 00 S - �
NO OBSERVATION OR EVIDENCE OF GROUNDWATER 6"-25" LIGHT BROWN LOAMY SAND
25"-72" FINE SILTY SAND, FIRMER WITH DEPTH, FINE, FIRM SAND/SILT
TP 2 NO OBSERVATION OR EVIDENCE OF GROUNDWATER
0"-loll FOREST DUFF/ORGANIC MATERIAL ROOTS lui
10"-32" LIGHT BROWN LOAMY SAND PST#1
32"-70" SILTY SAND, FIRMER WITH DEPTH, SOME COBBLES STABILIZED RATE OF 6 MIN/INCH
NO OBSERVATION OR EVIDENCE OF GROUNDWATER W
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STABILIZED RATE OF 5 MIN/INCH Lu
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GRAPHIC SCALE _
LEACH iLD ' CONDITIONS
40 30 20 10 0 40 80 160 SHEET N0.
(IN FEET) S-2
1 INCH = 40 FT.
in E
Z 40 0
VARIANCE REQUEST_ PROJECT D£SCRIPTIQNr WASTEWATER ABSORPTION FIELD DESIGN N u
CALCULATIONS: ga
THE PROPOSED LOCATION OF THE NEW ABSORPTION FIELD THE WASTEWATER SYSTEM SERVING THE PROPOSED RESIDENCE, ON N a
AREA WILL BE POSITIONED SO THAT IT WILL NOT BE IN ASSEMBLY POINT ROAD IN THE TOWN OF QUEENSBURY, BY NECESSITY THE PROPOSED ABSORP77ON FIELD WAS DESIGNED IN ACCORDANCE WITH _ W �. � d
CONFORMANCE WITH THE SETBACK STANDARD TO AN WILL NOT MEET 'HE STANDARDS FOR SHORELINE SETBACK. THIS PLAN NYSDOH APPENDIX 75A & NEW YORK GSF DESIGN MANUAL AS FOLLOWS - - ;
ADJACENT PROPERTY LINE OR THE SHORELINE SETBACK. TWO PROPOSES A NEW WASTEWATER SYSTEM TO SERVE THE PROPOSED 0
VARIANCE CONDITIONS EXIST AND VARIANCE REQUESTS TO THE 4-BEDROOM RESIDENCE ON THE PROPERTY. IN AN EFFORT TO MITIGATE DESIGN PERCOLATION RATE = 6-7 MIN/IN Z
QUEENSBURY BOARD OF HEALTH WILL BE REQUIRED FOR THE THE LACK OF SETBACK CONFORMANCE IT IS PROPOSED TO PROVIDE A TOTAL BEDROOM COUNT = 4 Q Y
FOLLOWING: MORE HIGHLY TREATED EFFLUENT FOR DISCHARGE TO THE NATIVE DESIGN FLOW = 110/GAL/DAY/BR
OVERBURDEN. THE DESIGN ADDS TO THE TREATMENT TRAIN A 110 X 4 = 440 GAL/DAY Z a
V-2: ABSORPTION BED TO PROPERTY LINE -5' REQUESTED VS. SECONDARY TREATMENT 0.8 GAL DA
TMENT COMPONENT PRIOR TO EFFLUENT DISCHARGE TO APPLICATION RATE = Y SF
fABSOR THE DISPOSAL FIELD. IT IS PROPOSED TO DOSE THE SEP77C TANK I W W
EFFLUENT TO A PURAFLO PEAT B10FILTER WHERE ADVANCED TREATMENT REQUIRED MODULES = 150 GAL/DAY/MODULE Tj THE iREO
V-1: ABSORPTION BED TO LAKE GEORGE -70' REQUESTED VS. OCCURS DUE TO PHYSICAL, CHEMICAL, AND MICROBIAL PROCESSES THAT REQUIRED MODULES PER SYSTEM-4401750 = 3 MODULES - : Z` z- "�
ARE OPTIMIZED IN THE PEAT BIOFILTER MEDIA. TREATED EFFLUENT /•"� z,
THE 100'REQUIREO DISPOSAL WILL OCCUR BY GRAVITY FROM THE PEAT MODULES TO A
STONE BED ABO'/F THE NATIVE OVERBURDEN SOIL. THIS ADDED
TREATMENT STEP WILL PROVIDE EFFLUENT QUALITY CHARACTERISTIC OF
# HIGHLY TREATEDpEFFENT IN LUENT yILL PLACE LESS BURDEN ON THE/SOILORE Lands,N/F of �'/' Z a._ o co
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_ RECORD OF WORK
20. 96' / 2-44 S 74°02' 44' UBMITfAL TO TOWN
R359. 27' 2" HOPE FORCE
N 500 03' 42" / MAIN TO ABSORPTION
FIELDCh20. 96' 4" PVC EFFULENT LAKE WATER
SEWER LATERAL SUPPLY 1,000 GAL
Lands N/F of 8" THICK STONE BED w �. °y Ln SCALE:
CONCRETE PUMP 16'X44' (704 SF) �
M chael Chrys TANK.SEE DETAIL 2 °� ��-30'
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B: 951 P:236 WELL WATER SUPPLY
239.12-2-32 1 I SHEET TITLE:
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Brian Hogan WASTEWATER
GRAPHIC SCALE B: 1243 P: 109
6%A
239.12-2-37 0 VARIANCE PLAN
EXISTING r
30 25 20 15 10 5 0 15 30 120 NEIGHBORING SHEET NO.
(IN FEET) HOUSE G+_3
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of dean broken stone(3/4-1 inch dia.) Seed and straw for erosion control/protection r
ST INLET Cover with filter fabric before backfillin Q
F- O U �F-
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RECORD OF WORK DATE BY
n °(((1110
pll a - 30" SUBMITTAL TO TOWN 0/26/20 CD
77
NOTE: °� .;,`..,;
oll TREATED EFFLUENT TO BE COLLECTED OEM
+:'.� `
I AND DISTRIBUTED TO AN ADJACENT
ABSORPTION FIELD-SEE SITE PLAN AND
SECTIONAL VIEW FILL SAND AS SCALE:
REQUIRED,2't AS SHOWN
LOW WATER EL.
SHEET TITLE:
M.ot
PURAFLO SECTIONAL VIEW PURAFLO SECTIONAL VIEW DETAILS
` NOT TO SCALE
NOT TO SCALE SHEET NO.
S-4
PLASTIC FRAME AND - Yr
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OR EQUAL
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SEAL BY POLYLOK OR EQUAL N
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SANITARY TEE Qp - b GROUT INSIDE & OUT Z o
'J �N N I SANITARY TEE W/
FULL BITUMINOUS! I t �. EFFLUENT FILTER - N
INTERIOR COAT BAFFLE WITH _. n '.
KOP 300M OR 6'X18' MN. aP:
EQUAL (FAY I=BE ) _ C 0
ALL JOINT BELOW LIQUID - 8' TO 12' LAYER PEA
LEVEL TO WATERiK;HT GRAVEL OR CRUSHED L0 0 3
AND LEAKAGE TESTED PRIOR STONE BEDDING LAYER (h N �
TO BACKFILLING SECTION VIEW N N z
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INLET INVERT IS 3' ABOVE (2'MN)
ASPHALTIC SEAL m w W
NW Li
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THE SLOPE OF THE INLET PIPE I 1 BAFFLE BAFFLE NOT REQUIRED FOR TANKS W
FRAME AND COVER TO BE HEAVY BETWEEN THE RESIDENTIAL UNIT
DUTY PLASTIC-FRAME AND COVER LESS THAN 10 FT. LENGTH
ASSEMBLY BY POLYOK OR EQUAL AND THE SEPTIC TANK TO BE =D- Q W Q Z
nX
TaFWR� PER FOOT
RBQt PER �`FLOMS r PLAN VIEW ` ~ w
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12' f TANK SIZE MIN. LIQUID DEPTH 'A'TANK DIMENSIONS 'B'X'C' '0' •I, OUTSIDE^
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TODwTRmnONWX rPUD -ii�' ROLL"�a`Y""f GENERAL SANITARY NOTES: ; W V W 0 N
Y PK FORCE MUM �"-10
' " TIMER 'I f i SUBMERSIBLE EFFUAW PUMPS(2): 1. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING WELLS F- z W LJ
�I E 2 _ SEE SAM OF DESIGN FOR PRIOR TO CONSTRUCTION. J
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_� '•'•'`�"�''.'"` '` '* •''•T'-'` �I I�� LaoEt 2. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL BE 10 FEET. L.L. d Z ti
T— — — — —M aLrsm — —laK2 ' — III 3. MINIMUM SEPARATION BETWEEN EDGE OF TRENCHES AND TOE OF FILL (RAISED SYSTEMS) AND BUILDINGS SHALL BE 20 FEET. I..L J Lu C
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4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF TRENCHES OR TOE OF FILL (RAISED SYSTEMS) SHALL BE 10 FEET. — InQ 0 O_
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5. MINIMUM SEPARATION BETWEEN ANY WELL AND SEPTIC TANK TO BE 50 FEET, LLJ W (1) W LL w a
6. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW YORK STATE SANITARY CODE. G
DUPLEX PUMP PIT F— _ = co Ir
7. REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL ENGINEER): Q
NOT TO SCALE coV J O r, O
A) PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF THE TILE FIELD CONSTRUCTION. V a
B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL.
WASTEWATER SYSTEM MAINTENANCE RECOMMENDATIONS C) PRIOR TO BACKFlLLNG BED AREA, RECORD OF WORK DATE BY
D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM. d
MAINTENANCE OF THE ONSITE WASTEWATER SYSTEM WALL INVOLVE BASIC UNDERSTANDING OF THE 8, CRUSHED STONE SHALL BE CLEAN, DURABLE AND NO SMALLER THAN OR LARGER THAN 1-1/2" DIAMETER. UBLITTAL TO TOWN 10/26/20 cD 4
SYSTEM COMPONENTS AND REGULAR INSPECTION OF THOSE COMPONENTS BY THE OWNER OR HIS
REPRESENTATIVE. THE DESIGN ENGINEER WILL PROVIDE THE OWNER WITH EDUCATIONAL 9. WHEN THE BED AREA HAS BEEN EXCAVATED, THE SIDES AND BOTTOM SHALL BE RAKED TO SCARIFY ANY SMEARED SOIL SURFACES.
INFORMATION REGARDING THE OPERATION AND MAINTENANCE OF THE WASTEWATER SYSTEM UPON M
THE FINAL INSTALLATION Of THE SYSTEM. THE PROPOSED ONSITE WASTEWATER SYSTEM CONSISTS 10.CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE KEPT OFF THE AREA TO BE UTILIZED FOR THE
OF THE FOLLOWING: ABSORPTION BED SYSTEM TO PREVENT UNDESIRABLE COMPACTION OF THE SOILS.
4 PRE-CAST CONCRETE SEPTIC TANK WITH EFFLUENT FILTER
PUMP TANK WITH DUPLEX PUMP ASSEMBLY 11. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE GRINDERS. IN THE EVENT THAT GARBAGE GRINDERS ARE TO BE J
g PUMP CONTROLS WITH 'TIMED DOSE' DISCHARGE INSTALLED, THE CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SEPTIC INSTALLATION FOR NECESSARY MODIFICATIONS. SCALE: >
4 PEAT FIBER BABSOR ABSORPTION
TREATMENT UNITS 12.FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NOT BE CONNECTED INTO THE SEPTIC SYSTEM. AS SHOWN x0
g GRAVEL PAD ABSORPTION FIELD
BASIC MAINTENANCE WILL INVOLVE ANNUAL INSPECTION OF THE SEPTIC TANK WITH PUMPING 13.CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION.
RECOMMENDED ON A 3 TO 5 YEAR BASIS. THE EFFLUENT FILTER SHOULD BE INSPECTED }SHEET TITLE:
SEMI-ANNUALLY AND WASHED DOWN AS NEEDED. UNDER NORMAL CONDITIONS THE PUMP 14, AS PER NEW YORK STATE INDUSTRIAL CODE 53: CALL 1-800-962-7962 TO LOCATE BURIED CABLES, OR OTHER UNDERGROUND
ASSEMBLY SHOULD BE INSPECTED ANNUALLY WITH REGULAR MONITORING OF THE PUMP OPERATION UTILITIES, NO LESS THAN TWO. OR MORE THAN TEN WORKING DAYS, PRIOR TO DIGGING, DRILLING. EXCAVATING, DRIVING POSTS, ETC.
THROUGH THE CONTROL PANEL DATA DISPLAY. BASED ON MANUFACTURERS GUIDEUNES THE PEAT Z
FIBER MODULES SHOULD BE VISUALLY INSPECTED ON AN ANNUAL BASIS. DETAILS Ld
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THE OWNER WILL BE PROVIDED WITH MANUFACTURER'S RECOMMENDED GUIDELINES FOR
MAINTENANCE OF THE SYSTEM COMPONENTS AND AN INFORMATIONAL PACKET ON THE 'DO'S AND 0
DON'T'S' REGARDING THE OPERATION OF A SEPTIC SYSTEM. Z
SHEET NO. LLI
S-5 3