1.3 1.3
SETPH.VAR\Bosy-Replacement System Components to Lines,Foundation and Stone for Pressure Bed—1-27-20
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF WILLIAM AND KATHY BOSY
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
(BOH) 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) previously applied for and obtained
BOH approval (Resolution No.: BOH 52,2019) for certain variances from Chapter 136 to install a
replacement wastewater system on their property located at 53 Assembly Point Road in the Town
of Queensbury, and
WHEREAS, following a pre-installation walkthrough of the project location, it was
discovered that the location of the existing septic and pump tanks is too close to the structure and
therefore, the Applicants have applied for modifications of the variances previously authorized by
Resolution No.: BOH 52,2019 as follows:
1. Septic tank to be 2'6"from the property line instead of the required 10' setback;
2. Septic tank to be 9' and I from the future foundation instead of the required 10'
setback;
3. Pump chamber to be 2'6"from the property line instead of the required 10' setback;
4. Pump chamber to be 9' from the future 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;
NOW,THEREFORE,BE IT
RESOLVED, that the Town of Queensbury's Local Board of Health will hold a public
hearing on Monday, February 10'h, 2020 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.
Duly adopted this 27`"day of January, 2020,by the following vote:
AYES
NOES
ABSENT:
RESOLUTION APPROVING WILLIAM AND KATHY BOSY'S
APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: BOH 52,2019
INTRODUCED BY: Mr. George Ferone
WHO MOVED ITS ADOPTION
SECONDED BY: Mrs. Catherine Atherden
WHEREAS, William and Kathy Bosy (Applicants) filed an application for variances from
provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install
a replacement wastewater treatment 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, and
WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's
official newspaper and the Local Board of Health duly conducted a public hearing concerning the
variance requests on Monday,December 2"d,2019, and
WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners
within 500 feet of the subject property,
NOW,THEREFORE,BE IT
RESOLVED,that
1. due to the nature of the variances, the Local Board of Health determines that the
variances would not be materially detrimental to the purposes and objectives of this
Ordinance or other adjoining properties nor otherwise conflict with the purpose and
objectives of any Town plan or policy; and
2. the Local Board of Health finds that the granting of the variances is necessary for the
reasonable use of the land and are the minimum variances which would alleviate the
specific unnecessary hardship found by the Local Board of Health to affect the
Applicants; and
BE IT FURTHER,
RESOLVED, that the Local Board of Health hereby approves the application of William
and Kathy Bosy for variances from the Sewage Disposal Ordinance to install a replacement
wastewater treatment 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 and bearing Tax Map
No: 239.12-2-16 contingent upon the homeowner complying with the sewage disposal system
notes provided by the Applicant as detailed on the Site Plan and Septic Design Notes, and
2
BE IT FURTHER,
RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by
certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and
BE IT FURTHER,
RESOLVED, that this approval Resolution shall not be effective until 30 days after such
notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park
Agency during such period.
Duly adopted this 2°d day of December, 2019, by the following vote:
AYES: Mr. Ferone, Mrs. Switzer, Mr. Strough,Mrs. Atherden
NOES: None
ABSENT: None
ABSTAIN: Mr. Metivier
3
SEWER\Bosy—Replacement to Lines,Foundation and Stone Edge-2-10-20
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,
FEBRUARY 10TH, 2020 AT 7:00 P.M. AT THE QUEENSBURY ACTIVITIES CENTER, 742 BAY
ROAD, QUEENSBURY TO CONSIDER AN APPLICATION BY WILLIAM AND KATHY BOSY
FOR SEWAGE DISPOSAL VARIANCES TO INSTALL A REPLACEMENT WASTEWATER
SYSTEM AS FOLLOWS:
I. SEPTIC TANK TO BE 2'6" FROM THE PROPERTY LINE INSTEAD OF THE
REQUIRED 10' SETBACK;
2. SEPTIC TANK TO BE 9' AND I F FROM THE FUTURE FOUNDATION INSTEAD
OF THE REQUIRED 10' SETBACK;
3. PUMP CHAMBER TO BE 2'6" FROM THE PROPERTY LINE INSTEAD OF THE
REQUIRED 10' SETBACK;
4. PUMP CHAMBER TO BE 9' FROM THE FUTURE 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
(TAX MAP NO.: 239.12-2-16).
AT THIS PUBLIC HEARING ALL INTERESTED PERSONS WILL BE HEARD.
PUBLICATION DATE: ,2020
CAROLINE H.BARBER
TOWN CLERK
TOWN OF QUEENSBURY
RUCINSKI HALL ARCHITECTURE
Ronald Richard Rucinski
Ethan Peter Hall 1�
134 Dix Avenue
Glens Falls NY 12801
Voice 518 741 0268
Fax 518 741 0274
Email ephall@nycap.rr.com
53 Assembly Point Road
16 January 2020 BAN 17 A?"
Dave Hatin —Code Enforcement Officer
742 Bay Road
Queensbury NY 12804
Re: Revised Variance Request-William and Kathy Bosy Residence
Following a pre-installation walkthrough of the project location above with IBS, we found that the
location of the existing septic and pump tanks is far too close to the structure for an excavator to
safely dig without possible collapse. We have revised the drawing after confirming it is possible to
re-route the plumbing for the building and install the tanks farther up the fence line than originally
proposed. Subsequently, this proposed relocation of the new tanks leads to modifications for the
approved variance. Attached to this letter, a revised drawing reflects the following:
- New septic tank to property line to be 2'-6"where 10' is required (2'-9" approved 12/2/2019)
- New septic tank to future foundation to be 9' and 11'where 10' is required (2'-6"to existing
foundation was approved 12/2/2019)
- New pump chamber to property line to be 2'-6"where 10' is required (2'-6.75" approved
12/2/2019)
- New pump chamber to future foundation to be 9'where 10' is required (2'-0" approved
12/2/2019)
- Pump line to property line to be 4'10"where 10' is required (4'-10"approved 12/2/2019)
- Edge of stone for pressure bed to be 4' where 10' is required (4' approved 12/2/2019)
If there are any questions please contact our office to discuss.
Regards,
MacKenzie Pelton
Jr. Civil Engineer(EIT)
1
` Office Use Only
SEPTIC VARIANCE
Received:
APPLICATION Permit M
Toa�n of Cyr cr 'y Permit Fee:
742 Bay Road,Queensbury,NY 12804
Invoice#:
P:518-761-8256 www.gueensburY.net
Approvals:
Submittal: I original &8 copies of the completed application package
Property Owner(s):\NMI AM AND V-A W OU l Owner's Agent: Well—Eew
Address: 32 Fla-M OU- QID Address: 134 DI x P-NE
LAY-E, GOLW-CE: NV 12g46 GLENS F)quu s , N`f 12801
Phone M 51 S — 321 — 114(0 Phone#: 515 — -741— 02.(08
Site Address: 53 AS5FM C3Ly (POINT I2 040 Tax ID#: 2-39 . 12..—2 — 11P
Directions to Site: I
Distance from well on property to septic system(if applicable) N A feet
Is it possible to install a conforming septic system on this property? Yes X No
If YES, please explain and attach a diagram: P1?-0P C&eV Gl"A C-E: I N AV E-A W REJ?.F
A CON FO 12M (N 1 Sy STEM PAN Irk PL A C,E D
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? y Yes No If NO, please explain:
Is the proposed system to be installed under a parking area? Yes X 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.):
NEW SF pm TANr, TD F"PE9.TN LINE TO 6E 2'-(o`' WfteF- Ib�0" IS 12-EQUIIRE Q
N 1=W SE P11C 1pfN lc- TO F0 r lJ IZE FOUN 124T1oN TO RE q-0"i tl'-0" WRagf ID'-y" IS QE DU I I`ED
New 9M wwB EP, To peopEl-Ty TIE tD DF- Z-(D''wiFr-5- inou is 12.£WeED
NEW PUMP Ch1AM9,El2 Tro FI P-F M1919ATION TD K T-O" MIM V-0"I6 p itP-fin
PUMP I/Wt TO 13E 41-10"1 W41FVz-E W-0" It M QU I R-EO
P61E pF STONE PM-&S UIP.F 13W 10 B �t-(7u 0'-0" IS gSWII: Fo
Septic Variance Application February 2018
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 Be4e N liQ L -Z-1 AA C H P F L
Address _ 55 JqSSE_,-M5 L V POINT r-0612
Tax Map ID 2:2� f2— 7—
South Name GGH 12- DRA11
Address R SSF_NA 13 L �-/ POINT "/+D
Tax Map ID } 2_ 2G�- �E
East Dame T
Address K) R"%q Ttl r� L..ftN:E
Tax Map ID 2 J9. 1 Z. - 2 — 99 1
West Name � � G FQ 12.G~l .
Address
Tax Map ID
OWNER STATEMENT
1/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
if We realize that putting the well,septic tank or leaching system less than the required feet from the
may increase the risk of pollution.
Owner--Print Name: �._ 40, eq, aa ' Date:
Owner—Signature: Date: ZQ ill Iwo
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:
I/We realize that putting the septic tank or leaching system less than the required feet from the
may increase the risk of pollution.
Neighbor/Tenant—Print game: Date:
Neighbor/Tenant-Signature: Date:. ......
septic variance Application February 2018
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: Wku_`AM ftsl
Designates: 4CA N So H AU iftVY'! P MJ?,E as agent regarding the Septic Variance for
Tax Map#: 239 . 12-- 2--1
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.
Offiiciatial 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.
1,the undersigned, have thoroughly read and understand the instructions for submission; agree to the
submission requirements and completed checklist:
OWNER—PRINT NAME:
OWNER—SIGNATURE: DATE: 1j121201/
AGENT—PRINT NAME: 17 � -0
AGENT—SIGNATURE: DATE: B�1o� )17
I111IZO20
Septic Variance Appttcat�on February 2028
s
GRADING NOTES QENERAL NOTES
BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING INFORMATI SHOWN ON THIS DRAWING IS TAKEN FROM
PROVIDE FILTER FABRIC EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM A SITE P DRAWING PREPARED BY DLP SURVEYING, LLC
ABOVE STONE BED
AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR
ASSEMBLY
� c� FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED.
LEEND
~SSM .... : .Iw._>,...,_.. ._ — -- -- -- -- ERTY LINE
B�, Y PO�^+� A =�c ::.ON SITE MATERIAL FOR TOP SOIL_ ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- PROP
POINT
ROAD � ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHAM BE ___________________�__ i0'-0" PROPERTY UNE SETBACKS
S
_�„�- iv 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 E UNDERGROUND ELECTRIC SERVICE
ep<<�D ND PERFORATED PVC PIPE 0 REVISION i5 JAN 20211
Rn� p ss = ----ss ---ss SANITARY SEWER No. DESCRIPTION DATE
-- ---__
r -- r� ST SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT It REVISIONS
c r , �: .• .:- ,, ,�.Y :.:., - ,:, ,._:: TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER {
r r ' .r :-. -- .' '�_"-•:' ' = ' GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE.
v — w ---v v WATER SERVICE
r ' ..PIATIIIE SOIL -• •.: t_ • . ,._.''.,.�.'-. ..•,,..._,'
EXISTING SHED . •:: 'p :: ' ' y : •- E/P EDGE OF PAVEMENTto
r ' �l_5 MIN, PEFtC RATE;;'-•;�. :f..,:'.- ~.,',. ,,» Y=,r`,.,
:. �..;,.-:: _;:, . r .. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING
�-r_ r :;, r, .:� _ :� .:.•-•`,.'=:. 1;°. "-'�;' :; ''• '�'�r`'' -:• OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND l W
5..b. '• '•` _ `"" CUNLINED DITHES SHALL BE E REED-CANARYR (
SEEDED WITH GRASS FOR FOUR O cn 3
r <%: .. . • :.,: ::•:;'-;' •••`::i: i::'• :..'':;:';:;. .., FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 ,
:^ ,f ..:.•} 'r.-� s .. WAG I P SY T M NOTES Z 0 - r _ ...•1•t:Sa••..:w ••.'. r....-s +1, .ram••.'1:.r:'.`:
POUNDS PER ACRE. AFTER DUNE. ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. z "
f
FENCE LINEE
4 - TO BE PLACED AROUND EDGE OF STONE 36" MIN. TO IMPERVIOUS LAYER � A THERE SHALL BE N { CHANGE ON Ti�#£,- �. PLANS IN ADVANCE OF OR DURING V v a z
ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NI`W Y K ST TE W
FOLLOWING BACKFILL TO PREVENT THE. NO GROUNDWATER ENCOUNTERED (REMOVE TOPSOIL PRIOR CONSTRUCTION, WI OUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE w o
G I NES FOR URBAN ERQM & . DIMENT QWTROL TOWN E3lJILDING tN CT4R.
r SYSTEM FROM BEING DRIVEN ON BY VEHICLES TO INSTALLATION OF PRESSURE BED) _ Lu o
< - U,
AREAS OF PROPOSED r ' ` ' i i FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE DESIGN, CONSTRUC MATERIAL "STANDARDS AND INSPECTION REQUIREMENTS 0 J
GARAGE AND 2--STORY ' 'r r �l ; ' r' ;n SWALES AND DITCHES. SHALL �LY VA THE LATEST EDI S OF THE NEW YORK STATE (L/ 0 4 F
ADDITION r r r ' ►� DEPARTM"T OF M TH WASTEWATERTOT`MENT STANDARDS INDIVIDUAL 3 z o
�' F HOUSEHOLD SYSTE APPENDIX Z5�-A. ..J � o 0
' ; r REMOVE EXISTING SEWAGE DISPOSAL COMPONENTS A P I C A L B E O SECTION ..J :2 o i 0
r p 2 ► / f AS NECESSARY, TO INSTALL NEW SEWAGE DISPOSAL N.T.S. TUT PIT I FORM ATI N TAI c TO B SET ON. A LAYI I OF C P�►CTI`b PEA STONE OR WASHED c o a°°
r `�+ TILE FIELD ..�. GRAVEL.. § co r~
r N NNd 6F-
/ TEST PIT INFORMATION TAKEN 20 SEPT 2019 BY
SEPTIC TANK TO H 'VE SCH 40 PVC "T" AT INLET AND OUTLET. v �, a p w
i� 100 MACKENZIE PELTON, EIT - RUCINSKI HALL ARCHITECTURE _
- INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE � o 5} }
04Cq r IJ WITNESSED BY THE CHAZEN COMPANIES " co t L z '''�o > a
- OUTLET 14 BEL FLOW LINE, 6 ABOVE FLOW LINE Z �;; a � ��s Q Z a
¢=1O" NE RECOIAI ALL ACCESS 3" AIR SPACE ABOW� "T" TO TOP OF TANK a 0 �n w -
v� 9,
APPRa>A�IATE � q.EANOUT OPENMIGS
_ U X� �_ QQ
r RAISED TO 6" BELOW NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE ° v o °; o
FINISH GRANS FINISH GRADE. " c-� `r
r 6 0-15 DARK BROWN TOPSOIL CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER � m w M 0 >°,° E
r INSTALL NEW EFFLUENT SOFTENER, SPAS, HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
bi
PUMP INTO EXISt. SEPTIC 15-36" REDDISH BROWN MEDIUM COARSE SAND, LITTLE GRAVEL ,
ADJOINING NEIGHBOR WITH r CHAMBER INSTALL NEW OUTLET THERE SHALL BE N CONSTRUCTION OF SEPTIC SYSTS WITHIN 100 OF A
EXISTING WATER LINE i 4'-l0. 36-57" MEDIUM BROWN LOAMY SAND, LITTLE GRAVEL
INSTALL NEW 1,250 gal CLASSIFIED BODY WATER. WORK IS TO BE AS SHOWN &
DRAWN FROM LAKE GEORG MIN. SEPTIC TANK NOTED AND IN ACCORDANCE
r EXIST ROOTS TO 24" HOUSE fi4 SEPTIC TANK; 4' PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM WITH MANUFACTURER'S
' O/?y CO NO MOTTLING LINE PRESENT SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4.0 PVC SDR 26 RECOMMENDATIONS, TRADE
r HOUSE r 3 NO SEEPING OR STANDING WATER WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: ASSOCIATION PUBLISHED
(Rx;ST ----- LIQUID LEVEL - TO EFFLUENT PUMP
r,C A i MIN. SLOPE -_ 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. RECOMMENDATIONS AND
R'C 1/4 PER FOOT MIN. SLOPE CHAMBER GENERALLY ACCEPTED LOCAL
SPACE) `\ OUTLET OF HOUSE CONFIRMED 1/8" PER FOOT THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO CONSTRUCTION INDUSTRY
J FOR REPLUMBING FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK PRACTICES.
-UNABLE TO DIG SAFELY NEXT TO SEPTIC TANK PERCOLATION R C 0 LA TI 0 N TEST INFORMATION FO R M A TI 0 N MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
r EXIST. RESIDENCE FOR ORIGINAL BY FORT MILLER OR INLET & OUTLET /
' ' i PLACEMENT OF TANKS EQUAL m BAFFLES TEST PIT INFORMATION TAKEN - 20 SEPT 2019 BY THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
r r a X MACKENZIE PELTON, EIT - RUCINSKI HALL ARCHITECTURE PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
z SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
r EXISTING SIDE PORCH o THE SEPTIC TANK.
EXIST. PUMP CHAMBER to THIS DESIGN IS INT4NDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR 0 -- -
TO BE FILLED AND ABANDONED P T-1 THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS C4;; o0
EXIST. SEPTIC TANK MINIMUM 2x WIDTH 2 PRE SOAKS DROPPED 12 MAY BE ADDED TO 'THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
/ / ' ; MAXIMUM 4x WIDTH INCHES LESS THAN 10 MIN. HEALTH, TOWN OF UEENSBURY AND REDESIGN OF THE +
TO BE FILLED AND ABANDONED SUBSURFACE DISPO AL SYSTEM. THE SEAL AND SIGNATURE ON THIS PLAN -1
1st TEST V-56" SPECIFICALLY EXCL DES CERTIFICATION FOR FUTURE EXPANSION OR REPLACEMENT.
" 006 00O 2nd TEST 2'-11" DWELLING IS' TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: V
PROVIDE 3 SAND OR---�� 0 LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW
PEA GRAVEL UNDER TANK RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. �.
SEPTIC TANK DETAIL " SEPTIC TANK SHALL: BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE c� 00 "Z
3 0 SOLID PIPE ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE � N
AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND • r!"�
MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE
r r ,
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET C/� •�""+
cd
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY ^ ,�„� ;
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. ^----------------------- -- ---------- --------- CHAMBER IN MULT14COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS
45 , , ; { in SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. +►� .t� �
/ 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR ------------------- ------ ------- -
1 QJ ►/1 v'
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS 3" PERFORATED PIPE o N WHEN SEPTIC TANK' IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER
ADJOINING NEIGHBOR WITH ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS i WITH END CAPS (TYP.) _ CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE V
EXISTING WATER LINE DRAWN FROM NECESSARY TO ACHIEVE A STABLE FOUNDATION. _ __ ' t° DETERIORATED AND; NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED.
------------ I a .,�
LAKE GEORGE - TOTAL BED SIZE = o CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. y
BOA T WATER DRAWN FROM LAKE .
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY
CONSTRUCTION DESI H-20 WHEEL LOADING. WASHED CRUSHED STONE 35' BY 15' i I ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A ^ l 1~ cu
HOUSE - NO WELLS WITHIN 200 FEET ; ---- ------ --- -- = 525 SF- to
DEC PERMITTED SEPTAG£ HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR
I I DISINFECTED AFTER BEING PUMPED OUT. (f, O
LAKE GEORG PROPERTIES LOCATED ON " SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES
SHORE OF LAKE GEORGE DRAW WATER 2 0 VENT ABOVE ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND
FIN. GRADE WITH 15'-0" 15'-0" MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED ►'�
FROM LAKE BIRD SCREEN INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
- NO WELLS WITHIN 200' OF APPROXIMATE MANHOLE COVER V Icu
~
PROPOSED SEWAGE DISPOSAL SYSTEM FINISH GRADE �-(LOCKABLE) AT 2'-6" 30,-0" 2'-6"
GRADE DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC �
SITE PLAN 35'-0" SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS Q
1"=20'-O" OR CLEANERS INTO SINKS OR TOILETS.
DRILLED WELL LOCATION SEEN FROM ROAD / �
+200' FROM PROPOSED SYSTEM WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC N
(MIRADA LLC.) SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
HANGER PIPE PRESSURE BED DESIGN REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN.
�- FOR PUMP
I _ REMOVAL NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY POR11ON OF
- - - - J FROM SEPTIC ----- DESIGN FLOW - EXISTING 4 BEDROOM HOUSE WITH STANDARD THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
--- � - TANK WATER SAVING FIXTURES AT 110 gpd PER BEDROOM = 440 gpd
L- - - - FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM
.SON LANE _ � - ` - - ' HIGH WATER ----- TO D-BOX
ALARM SWITCH SCRAPE OFF TOPSOIL (t14") - 1-5 MINUTE NATIVE SOIL ON SITE ABSORPTION FIELD. ���
v NA4q-r - - o - ' RESERVE CAPACITY 2"0 TO 440 GPD DIVIDED 0.95 GPD\SF = 464 SF OF PRESSURE BED REQUIRED
0M Q I ' ��-
AFTER ALARM SOUNDS D1ST. BOX
z ' a I EQUAL TO ONE DAYS START LEVEL_y _ _ NEW DESIGN LAYOUT ALLOWS FOR 525 SF OF TOTAL BED
z CAPACITY (DUPLEX PUMPS LEVEL CONTROL QUICK DISCONNECT
SHARKEy a I ; �� �` a WITH INDIVIDUAL ALARMS SWITCH SLIDING COUPLER 3" SOLID MANIFOLD WITH 3" PERFORATED PRESSURE LATERALS AT 5'-0" O.C. SET LEVEL WITH END CAPS
>- ' ' , -I MAY BE USED IN LIEU
, - -100' j Q SHUT-OFF LEVEL
OF A SINGLE PUMP AND ---- --------------4--- ------ --- ENTIRE AREA OF PRESSURE BED (35'x15') TO HAVE 12" WASHED CRUSHED STONE 3/4" TO 1-1/2" SIZE
u I " ONE DAYS CAPACITY) BELOW FORCE PIPING WITH A MINIMUM OF 6" WASHED CRUSHED STONE ABOVE THE PIPE LATERALS.
Qw '�v N ' ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOTEXTILE OR UNTREATED BUILDING PAPER PRIOR TO
PLACEMENT OF TOPSOIL. TOPSOIL LAYER TO BE 6" TO 12" IN DEPTH.
C9 r
- + 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
o O000 ACAD\1BS\ASSEMBLYP0INT\C-t
•J V �! _ epSy _ i - ' PROVIDE 3" SAND UNDER RTAN- K oo�oo PUMP TO BE SET SO THAT MAXIMUM 55 GAL PUMP CYCLE AT 1.0 PSI PRESSURE IN TIE PIPE AT THE FIELD.
SCALE AS NOTED
HARD I EFFLUENT TANK DETAIL
AND IS THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
ANN , N.T.S. TOWN OF QUEENSBURY- CHANGE TO SCHEDULING INSPECTIONS- EFFECTIVE 2019 SHALL 16ERCONSIDERED RUE ORIGINALS
DRAWING TITLE
---- _ _ I YOU MUST PROVIDE AN AS-BUILT DRAWING, IF THE INSTALLATION HAS CHANGED
doyNT - _ _ - ' FROM THE SUBMITTED PLANS, PRIOR TO AN INSPECTION. SITE PLAN
LOCATED DRILLED WELL LOCATION PUMP STATION NOTES I
OF NEIGHBOR OF 53 ASSEMBLY 1. PUMP TO BE EFFLUENT PUMP YOU MAY HAND THE INSPECTOR THE AS-BUILT ON-SITE BUT IT IS PREFERRED TO AND SEPTIC
POINT ROAD BE RECEIVED PRIOR TO THE INSPECTION DATE ;
_ + 200' FROM PROPOSED SYSTEM GOULDS MODEL GL3885-WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED i :y `~f
(METIVlER) DESIGN
--�/ 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. IF AN ENGINEER IS INVOLVED, THEIR REPORT AND AS MUST BE RECEIVED
AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE PRIOR TO SCHEDULING AN INSPECTION WITH THE TOWN OF QUENSBURY. � ., , ' � .,` � �:,;;� NOTES
OVERALL AREA SITE PLAN IF THE CODE ENFORCEMENT OFFICER ARRIVES AND NOTES THE SYSTEM IS
NOT TO SCALE INSTALLED DIFFERENTLY THAN THE SUBMITTED PLANS, THE INSPECTION WILL BE
FAILED AND YOU WILL BE INSTRUCTED TO SUBMIT AN AS-BUILT DRAWING PRIOR DRAWING No.
TO RESCHEDULING
C- 1
I