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SETPH.VAR\\Bosy - Replacement System Components to Lines, Foundation and Stone for Pressure Bed – 11-18-19
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF WILLIAM AND KATHY BOSY
RESOLUTION NO.: ______________________________________________________, 2019
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, William and Kathy Bosy (Applicants) have applied to the Local Board of Health
for variances from Chapter 136 to install a replacement wastewater system as follows:
1. Septic tank to be 2’9” from the property line instead of the required 10’ setback;
2. Septic tank to be 2’5.75” from the foundation instead of the required 10’ setback;
3. Pump chamber to be 2’6.75” from the property line instead of the required 10’ setback;
4. Pump chamber to be 2’0.25” from the foundation instead of the required 10’ setback;
5. Pump line to be 4’10” from the property line instead of the required 10’ setback; and
6. Edge of stone for the pressure bed to be 4’ instead of the required 10’ setback;
on property located at 53 Assembly Point Road in the Town of Queensbury,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury’s Local Board of Health will hold a public hearing
nd
on Monday, December 2, 2019 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider William and Kathy Bosy’s sewage disposal variance application concerning
property located at 53 Assembly Point Road, Queensbury (Tax Map No.: 239.12-2-16) 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.
th
Duly adopted this 18 day of November, 2019, by the following vote:
AYES :
NOES :
ABSENT:
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GRADING NOTES GENE AL NOTES
BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM A SITE PLAN DRAWING ,PARED BY DLP SURVEYING, LLC AFTER
� FAILURE CLOGGING. ANY E OR CLOGGING SHALLTRAP SHALL BE INSECTED BE IMMEDIATELYONTRACTOR COR CORRECTED FOR
BY THE
FAILURES L GEN D
- — I
PROVIDE FILTER FABRIC ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- PROPERTY LINE— - - - -
ABOVE STONE BED ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE ----------------- --- 10'-0" PROPERTY LINE SETBACKS
SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER
CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE
_ E —E —E —1 UNDERGROUND ELECTRIC SERVICE
in ,ON SITE MATERIAL FOR TOP SOIL-`.' - SANITARY SEWER No. DESCRIPTION DATE
SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT — — —
l0 TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER REVISIONS
N S'[ N 0 GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. — —Y — WATER SERVICE
PERFORATED PVC PIPE NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING E/P EDGE OF PAVEMENT
0 OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND Li j o
io 5 ONE UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) `" a
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 O W z
. : ..: :•:u:;; . ' ::' :-�':j.. r ..,..... .:. SEWAGE DISP SAL SYSTEM NOTES =
`•�1��••••``�`•� }�`--'-• '= =".'' � •-:`= ��--• , -�°:"-�:�'- - -•= ' 'POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. � � Q
NATIVE SOIL :�..:.. t • ;�•t_ : .,. _ ,.:..... . 4 ,.
.1-5•MIN. PERC RATE _• w �..- sue: THERE SHALL BE NO CHANGE THESE PLANS IN ADVANCE OF OR DURNG V J a
-. r.:•. -�:y . : ..: -'- ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE (j,� o a z
ASSEMBLY
-::' : ::._- .,. i. _ ,. >.= - .. •:- ;..,:; ._ .•:. CONSTRUCTION, WITHOUT PRIOR PROVAL OF THE DESIGN PROFESSIONAL OR THE N w
MgL'/ ::? .a.. y_, r " _•�_.S ,...«..- ._,. ¢ :c ' ;•' ~• S lIDELIN S FOR URBAN EROSION SEDIMENT CONTROL
- : :;::•_ ,.; ; TOWN BUILDING INSPECTOR. {... �
PONTT ROADLi 0
�� , Vy �:`•: � �. :- �'`• '``=' FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE DESIGN, CONSTRUCTION, MATERI STANDARDS AND INSPECTION REQUIREMENTS z
`7-----------------------------------------------------------------------
4 ..._ / 1 Q ivy
" SWALES AND DITCHES. SHALL COMPLY WITH THE LATES EDITTON(S) OF THE NEW YORK STATE o
-'- - - 36 MIN. TO IMPERVIOUS LAYER DEPARTMENT OF HEALTH WASTE TER TREATMENT STANDARDS - INDIVIDUAL `` ° o
NO GROUNDWATER ENCOUNTERED (REMOVE TOPSOIL PRIOR HOUSEHOLD SYSTEMS APPENDIX 5-A. g o z
-- __ , TO INSTALLATION OF PRESSURE BED) -� E 0
7 ' TEST PIT INFORMATION AVER TANK To BE SET ON A �YER OF COMPACTED PEA STONE OR WASHED Q c - ° W
r _
EXISTING SHED �� / TEST PIT INFORMATION TAKEN - 20 SEPT 2019 BY " _ - N o o °
r SEP11C TANK TO HAVE SCH 40 VC T" AT INLET AND OUTLET. o Q w H
r,` MACKENZIE PELTON, EIT - RUCINSKI HALL ARCHITECTURE - INLET 12" BELOW FLOW LINE, " ABOVE FLOW LINE _ } :W : o z >.
TYPICAL BED SECTION WITNESSED BY THE CHAZEN COMPANIES " " � c r r-= > ° z
- OUTLET 14 BELOW FLOW LINE 6 ABOVE FLOW LINE o> O a
3 AIR SPACE ABOVE T" TO OF TANK Z °' Q o u� �' w
r N.T.S. " c� > u, 03 co.c a z
r
' TP-1 �� x� _ � Q
FENCE LINE NO ROOF, FOOTING, FLOOR, CO G WATER, BACKWASH DRAINS, ETC., SHALL BE a 0 0
j r r r f 0-15" DARK BROWN TOPSOIL CONNECTED T O THE SEWAGE S M. NO SUMP PUMP, CONDENSATE, WATER �/ o 4 M°' o a E
SOFTENER, SPAS, OR HOT TUBS HALL BE DRAINED INTO THE SYSTEM. Q'w ,-c� >w w
15-36" REDDISH BROWN MEDIUM COARSE SAND, LITTLE GRAVEL
AREAS OF PROPOSED i �,r r' r ;' o THERE SHALL BE NO CONSTRUC WI OF SEPTIC SYSTEMS THIN 100' OF A
GARAGE AND 2-STORY 1 1r r' 1 �� �' CLASSIFIED BODY OF WATER. WORK IS TO BE AS SHOWN &
36-57" MEDIUM BROWN LOAMY SAND, LITTLE GRAVEL
ADDITION f , i , < < M NOTED AND IN ACCORDANCE
REMOVE EXISTING SEWAGE DISPOSAL COMPONENTS ROOTS TO 24" HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM WITH MANUFACTURER'S
r • __ r AS NECESSARY TO INSTALL NEW SEWAGE DISPOSAL NO MOTTLING LINE PRESENT SLOPE 1 J4 PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4 0 PVC SDR 26 RECOM MENDATIONS, TRADE
4- TILE FIELD NO SEEPING OR STANDING WATER WITH TIGHT JOINTS, MINIMUM PITOH 1/8 PER FOOT. SANITARY DISPOSAL FIELD: ASSOCIATION PUBLISHED
r
rr' N/ rj 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. RECOMMENDATIONS AND
RECOMMEND ALL ACCESS GENERALLY ACCEPTED LOCAL
i & CLEANOUT OPENINGS THE BEST DESIGNED AND INSTA ED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO CONSTRUCTION INDUSTRY
APPROXIMATE BE RAISED TO 60 BELOW PERCOLATION TEST INFORMATION FUNC'ION PROPERLY WITHOUT P IODIC MAINTENANCE. INADEQUATE SEPTIC TANK PRACTICES.
FINISH GRADE MAINTENANCE CAN RESULT IN C GGING OF THE TANK AND SEWAGE BACKUP INTO
FINISH GRADE.
THE HOME AND/OR SEWAGE OVE FLOW ONTO THE GROUND SURFACE. FAILURE TO
TEST PIT INFORMATION TAKEN - 20 SEPT 2019 BY PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
MACKENZIE PELTON, EIT - RUCINSKI HALL ARCHITECTURE
SET& r _ SURROUNDING THE ABSORPTION FILF O BY OVERFLOWING SOLIDS NOT REMOVED BY
CIN�CK THE `:SEPTIC TANK.
P T-- 1 THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
0 LIVING OR SLEEPING AREAS 00
r 4'.,.� THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING
2 PRE SOAKS DROPPED 12 MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE
' LIQUID LEVEL -`-' INCHES LESS THAN 10 MIN. F
�EMIN. SLOPE -`: - - - --- --- - TO EFFLUENT PUMP SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND SIGNATURE ON THIS PLAN_ XIST1/4" PER FOOT MIN. SLOPE CHAMBER 1st TEST 1'-56" SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE EXPANSION OR REPLACEMENT.2nd TEST 2'-11" DWELLING iS TO HAVE. WATER SAVING FIXTURES INCLU 0
1/8" PER F0�"C , DING BUT NO LIMITED T0: vHOVSE Y i \ rST LESSTHAN GPP �, :O l r �� SEPTIC TANK---- -� `� `-s` tits c' H�AI}�", ` {��� WATT=s� JS�: TOILETS, SINK FLOW U
CRA k �r// BY FORT MILLER OR INLET & OUTLET-'
RES I ftiC?ORS. OBSERVE WATER COIv`.�ERVATION PRACTICES. +"�
,SPACE) l tl EQUAL I BAFFLES _ I _ P--4 +..� O N
Q X --'- SEP it{� TANK SHALL F3E INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE CC� �O `Z
r
r' 2-O
-0 P i ® I 3 0 SOLID PIPE ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE � N
EXIST. PUMP CHAMBER AMOUNT OF BUILD-UT' NO-TED AT EACH INSPECTION SHOULD BE RECORDED AND O •
-� Q o MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE
2;5 Jr 2>16 " TO BE REMOVED c� t° BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET cn 0 Z
Ic
INSTALL NEW EFFLUENT BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY .''-4 V1
PUMP INTO EXIST. SEPTIC ---- MINIMUM 2x WIDTH ;---------------------------------------------------------------------------------------- ----- --; ------- CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS
CHAMBER- INSTALL NEW OUTLET MAXIMUM 4x WIDTH
SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. �
co 4)
i 2'_9>, INSTALL NEW 1,250 al I _ ' I cv
g J o WHEN SEPTIC TANK IS PUMPED THE SEPTIC LANK BAFFLES TEES HOUSE SEWER
r / r MIN. SEPTIC TANK 3" PERFORATED PIPE i j / >
�1 ¢ �S�/ PROVIDE 3" SAND OR---$°oH ' WITH END CAPS (TYP.) i CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
DETERIORATED AND NO LONGER PERT ORM AS DESIGNED SHALL BE REPLACED. � � a •U +-�
CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED.
PEA GRAVEL UNTANK ---- ------- -- - -- ---�- -- - _I I
TOTAL BED SIZE o a 'n 43 c,_, •i-••� N
SEPTIC TANK DETAIL WASHED CRUSHED STONE 35' BY 15 I r . - o
ANY 'COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A
525 SF t I ` DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR
rr -------- - -- - - ---
1,� DISINFECTED AFTER BEING PUMPED OUT. 40
'
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES
SPATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE -- - ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 15 -0 15 -0 MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED I�
INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR 2'-6" 30'-0" 2'-6"
( , / GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS - ^---- „-- --- DO N`)T DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS 35 -0 SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS �� Q
i OR CLEANERS INTO SINKS OR TOILET,.
1 j NECESSARY TO ACHIEVE A STABLE FOUNDATION.
WATER DRAWN FROM LAKE
NO WELLS WITHIN 200 FEET 3 CONSTRUCTION !NSTALLED IN DESIGNED FOR TRAFFIC
WHEEL LOADING. PRESSURE
EXTRA HEAVY PRESSURE BED DESIGN WHENEVER R SEPTIC'STALI ED TO HANDLE HOUSE HOLD WASTESONED IN , THE EVENT
TANKS PUBLIC
SHOULD BE
ff REMOVED OR PUMPED OUT AND FILLED WITH SOIL. TO PREVENT FUTURE CAVE-IN.
l+
DESIGN FLOW - EXISTING 4 BEDROOM HOUSE WITH STANDARD NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
11, Hot)SE WATER SAVING FIXTURES AT 110 gpd PER BEDROOM = 440 gpd THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM
SCRAPE OFF TOPSOIL (f14") - 1-5 MINUTE NATIVE SOIL ON SITE THE ABSORPTION FIELD.
440 GPD DIVIDED 0.95 GPD\SF = 464 SF OF PRESSURE BED REQUIRED
NEW DESIGN LAYOUT ALLOWS FOR 525 SF OF TOTAL BED
LAKE GEORGE
3" SOLID MANIFOLD WITH 3" PERFORATED PRESSURE LATERALS AT 5'-0" O.C. SE LEVEL 'WTH END CAPS Q
ENTIRE AREA OF PRESSURE BED (35'x15') TO HAVE 12" WASHED CRUSHED STONE 3/4" TO 1 --1/2" SIZE
BELOW FORCE PIPING WITH A MINIMUM OF 6" WASHED CRUSHED STONE ABOVE THE PIPE LATERALS.
ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOTEXTILE OR UNTREATED BUILDING PAPER PRIOR 10
PLACEMENT OF TOPSOIL. TOPSOIL LAYER TO BE 6" TO 12" IN DEPTH.
PUMP SIZING 30 FOOT LATERALS x 3 LATERALS + 10 LF OF MANIFOLD = 100 LF OF PIPE x 0.589 PIPE AREA x 85% = 51 GAL FIELD CAPACITY
CAD FILE NAME
SITE PLAN- PUMP TO BE SET SO THAT MAXIMUM 55 GAL PUMP CYCLE AT 1.0 PSI PRESSURE IN THE PIPE AT THE FIELD. ACAD\IBS\ASSEMBLYPOINT\C-1
SCALE AS NOTED
THE SEAT_ BELOW IS AN ORIGINAL SEAL DRAWN BY
TOWN OF QUEENSBURY- CHANGE TO SCHEDULING INSPECTIONS- EFFECTIVE 2019 AND IS IN RED INK. ONLY SEALS IN RED INK
SHALL BE CONSIDERED TRUE ORIGINALS
YOU MUST PROVIDE AN AS-BUILT DRAWING, IF THE INSTALLATION HAS CHANGED DRAWING TITLE
FROM THE SUBMITTED PLANS, PRIOR TO AN INSPECTION. SITE PLAN
YOU MAY HAND THE INSPECTOR THE AS-BUILT ON--SITE BUT IT IS PREFERRED TO
BE RECEIVED PRIOR TO THE INSPECTION DATER, }� AND SEPTIC
IF AN ENGINEER IS INVOLVED, THEIR REPORT AND AS-BUILT MUST BE RECEIVED DESIGN
PRIOR TO SCHEDULING AN INSPECTION WITH THE TOWN OF QUENSBURY. NOTES
r ,
IF THE CODE ENFORCEMENT OFFICER ARRIVES AND NOTES THE SYSTEM IS A4s
INSTALLED DIFFERENTLY THAN THE SUBMITTED) PLANS, THE INSPI-C;TION WILL BE: �Y
FAILED AND YOU WILL BE INSTRUCTED TO SItBMIT AN AS-BUILT DRAINING PRIOI' DRAWING No.
TO RESCHEDULING ' �
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