1.1
1.1
WASTEWATER\\Extension AGAIN of Time to Replace Septic System & Reinstate $2000 Deposit Per Property Transfer Law-Bernard-4-6-2020
RESOLUTION GRANTING DON BERNARD OF 20 BRAYTON LLC AN
ADDITIONAL EXTENSION OF TIME FOR SEPTIC SYSTEM
REPLACEMENT AT 20 BRAYTON ROAD
RESOLUTION NO.: ______________________________________________________, 2020
INTRODUCED BY: ______________________________________________________
WHO MOVED ITS ADOPTION
SECONDED BY: _______________________________________________________
WHEREAS, by Resolution No. 380,2018, the Queensbury Town Board adopted Local
Law 2 of 2018 entitled “Septic Inspection Upon Property Transfer” which is now set forth at
Queensbury Town Code Chapter 137 (Chapter 137) and by Resolution No. 176,2019, adopted
Local Law 5 of 2019 to make a minor modification to Chapter 137, and
WHEREAS, Chapter 137 requires inspection of Onsite Wastewater Treatment Systems
(OWTS) prior to the sale of certain real property, and
WHEREAS, in February 2019, Don Bernard of 20 Brayton LLC (Applicant) purchased
property located at 20 Brayton Road directly on the shore of Lake George with the intention of
demolishing and removing the existing structure and substandard wastewater treatment system,
and delivered a $2,000 escrow deposit to the Town, and
WHEREAS, Chapter 137 provides that such escrow deposit will be forfeited to the Town
in the event that any removal of the structure and substandard wastewater treatment system are
not completed within the time provided as established by Chapter 137, and
WHEREAS, the Applicant was not able to complete the demolition and removal of the
structure and substandard wastewater treatment system within the timeframe provided, and
WHEREAS, by application dated October 1, 2019, Applicant advised that the home on
the property is unoccupied, all utilities are disconnected, the existing septic system has been
pumped, the septic design is completed and a new home design will be submitted within the next
few weeks and therefore, the Applicant requested that the Town Board grant him additional time
to remove the structure and substandard wastewater treatment system and to extend the date on
which the $2,000 escrow deposit shall be automatically forfeited to the Town, and
WHEREAS, by Resolution No.: BOH 41,2019, the Town Board, as the Town’s Local
st
Board of Health, authorized and granted Applicant such additional time or until April 1, 2020 to
obtain a demolition permit and certificate of compliance from the Town’s Building and Codes
Enforcement Office, and
WHEREAS, by application dated March 31, 2020, Applicant advised that he was
scheduled to appear before the Town’s Zoning Board of Appeals in March concerning revisions
to his plans but due to the COVID-19 Pandemic, the ZBA meeting was postponed with no new
date and therefore, the Applicant has requested that the Town Board grant him an additional time
period of one (1) year to remove the structure and substandard wastewater treatment system and
to extend the date on which the $2,000 escrow deposit shall be automatically forfeited to the
Town,
NOW, THEREFORE, BE IT
RESOLVED, that the Queensbury Town Board, as the Town’s Local Board of Health,
st
hereby authorizes and grants Don Bernard of 20 Brayton LLC additional time or until April 1,
2021 to obtain a demolition permit and certificate of compliance from the Town’s Building and
Codes Enforcement Office as set forth in Chapter 137, Subsection 137-4(C)(1), for the
completed demolition and removal of the structure and substandard wastewater treatment system
located at 20 Brayton Road and to extend the date on which the $2,000 escrow deposit shall be
st
automatically forfeited to the Town until such date of April 1, 2021 as delineated in this
Resolution, and authorizes and directs the Town Supervisor, Director of Building and Codes
Enforcement and/or Town Budget Officer to and take any and all action necessary to effectuate
all terms of this Resolution.
th
Duly adopted this 6 day of April, 2020, by the following vote:
AYES :
NOES :
ABSENT :
SEPTIC VARIANCE Office Use Only
Oke Received:
APPLICATION Permit#:
Town of c?rnrnAnan
Permit Fee:
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 www.aueensbury.net Invoice#:
Approvals:
Submittal: I (one) original &8 copies of the completed application package
,;,t.)i'v1 -T/Vil%Li -
Property Owner(s): 20 I3TP4QN Art.( Owner's Agent: 0.4).4
Address: _ 3 d LMio( /L.1) Address:
P///1-
6 c14 rIDN0 0/4 (9/i 7
Phone#:11?7 t l---ID f t3 Phone#:
Site Address: -0 &-AN J 1 l Tax ID#: 231► .....1 j .---
Directions to Site:
Distance from well on property to septic system (if applicable) feet
Is it possible to install a conforming septic system on this property? Yes No
If YES, please explain and attach a diagram:
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? X 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 arere`seeking- he variance (i.e. leaching system will be 89 ft.
from well in lieu of required 100 ft.): �;. /�?..%C t,.
rA) I--, • I %it: e —�-�t f f4O m 1 ri< &ire r X t ti 1.<<(.
� p�tn uA-I � �� 6.41A 67 Y_ fivi51,7it.5 ,
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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 ` is j l l &' 4
Address 3 gC q1 oc.,sc ' ► `�
Tax Map ID Z]O- /
South Name 4/1 P,cç-ei'i/'
Address 2-2— ge/ CYV R2
Tax Map ID
Li ,9 & )fV/o ü'ft*?,/5
East Name p� // � Jj
Address 3cf& 7Lh -r r l e/ ��{��,7eh/ 4.6
Tax Map ID 2* - [/—Z' / L? • 1 /43
West Name 6111k, r 304i/(0
�-y
Address J 6 go lhol- -c ife_R
Tax Map ID Z�7- 17
OWNER STATEMENT
I/We do hereby relieve the Town of Queensb ry from any liabilities on the plumbing and septic system located at:
zO el14VTQn)
I/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: / 7 r rr Date: -8
Owner—Signature: /All Date: 3 f
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 sys em less than the required feet from the
may increase the risk of pollution.
Neighbor/Tenant—Print Name: 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 g an Agent:
Owner's Name: WAI //Kt v
Designates: as agent regarding the Septic Variance for
Tax Map #:
---)tOWNER'S SIGNATURE: DATE: ) 2-15
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: ✓ A40/749
ab
OWNER—SIGNATURE: fl
DATE: Z
AGENT—PRINT NAME: /
V 4
AGENT—SIGNATURE: DATE:
Septic Variance Application February 2018
DEED REFERENCES:
1) CONVEYANCE TO JOHN M. HIGGINS & E. LYNN HIGGINS BY '
DEED RECORDED IN THE WARREN COUNTY CLERK'S OFFICE IN
LIBER 1040 OF DEEDS PAGE 120.
2) CONVEYANCE TO JOHN M. HIGGINS & E. LYNN HIGGINS BY ' _.
DEED RECORDED IN THE WARREN COUNTY CLERK'S OFFICE IN
Q
LIBER 1223 OF DEEDS PAGE 99.
' 32' WIDE ' r1
RIGHT-OF-WAY ( j1 WAYS
3) CONVEYANCE TO JOHN M. HIGGINS & E. LYNN HIGGINS BY (MAP REF. 1) LANDS NIP OF jj
r T�'s E y� �cAo�M Rapp
DEED RECORDED IN THE WARREN COUNTY CLERK'S OFFICE IN ' ' LISA K BUTTE & MATTHEW J. BUTTE ,
LIBER 1161 OF DEEDS PACE 219. ' ' AS TRUSTEES OF THE BUTTE QUALIFIED �
PERSONAL RESIDENCE TRUST J�
LANDS NIP OF VOLUME 4658 PAGE 257
' GRAVEL ' � . LAKB GEORGE BOAT CO., INC. (240.05-1-2)
PARKING ��� �� BOOK 5101 PAGE 54 N69'3913
(239.8-1-17) 66
MAP REFERENCES: DECK OVER LINE
BY 0.95'
1) "MAP OF A SURVEY OF LANDS OF FRANCIS J. & FRANCES M a �� GRAVEL N &
/ C.LR.F h. �
BOUCHER ESTATE' PREPARED BY COULTER & MCCORMACK ' , �\ PARKING ' 5
LICENSED LAND SURVEYORS, DATED FEBRUARY 27, 1989, LAST GENERATOR
AMENDED DULY 15, 1992. DECIOVER�NE �� y`40 I `�'9y \�� ayyhZe3 •o
BY 2.18' , .. .. ys-
2) "MAP OF A SURVEY MADE FOR JOHN M. & LYNN HIGGINS"
PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS, LLC, GRAVEL ; I
DATED MAY 01, 2001. PARKING CONCRETE /
oi
3
SHED CLEAR OF j ��o DECK , $ RAMP RAMP N
LINE BY 0.12 ' , I
% w SCREEN �� M
SHED CLEAR PATIO DECK DE AREA —
LINE BY 0.04 C.LR.F \�\ ,�, �� Ak �e p �Y—
O. 2( ± ACRES C.LR.F LANDS NIP OF
ti - - C.LR.F 2O E LISA K BUTTE & MATTHEW J. BUTTE
ys• a, �° 3°3 AS TRUSTEES OF THE BUTTE QUALIFIED
LANDS N/F OF 4" I °�°o �� ' PERSONAL RESIDENCE TRUST
LA" GEORGE BOAT CO., INC `� LReb C.I.R.F 30 VOLUME 4658 PACE 257
BOOK 5101 PAGE 54 ,
(239.8-1-17) (240.Ob-1-2)
/ TIER
RAMP $ LIED CLEAR
ao w LANDS N/F OF
s, DAVID E. & EVELYN DUFRESNE
GRAVEL �� l GRAVEL ° GRAVEL :: \ LIBER 1161 PAGE M5
PARKING �� / PARKING PARKING 33.87 & SHED ovE� .-_-�_ (239.8-1-13)
577.280 W ��UNE BY 4.94'
C.I.R.F
GLR.F
DECK j y�ryy y ;/ ' \
i
N44'4-rWE C.LR.F
MEAN HIGH WATER I I.R.FOF LAKE GEORGE
DECK
ti 2 SHED OVER
DOCK 15' CULVERT FOys°O� LINE BY 0.42
OUTFALL Gy$�
24't ALONG MEAN cJ!y\ SHED OVER / a
HIGH WATER OF LANDS NIP OF \ \
LAKE GEORGE LINE BY 0.47' JESSE E. PIACENTE ®/% \
LIBER 803 PACE 139 / /, \
DOCK (239.8-1-14)
CONCRETE
SEAWALL
DOCK 32' WIDE \
€ � RIGHT-OF-WAY �\
DOCK / LANDS N/F OF o/� / \ (MAP REF. 1) �\
. DAVID E & EVELYN M. DUFRESNE l ��
LIBER 1029 PACE 48 i
(239.8-1-13) /
a
LAKE GEORGE
(Harris B ay)
I.R.F
/Cl.R.F
MAP OF A SURVEY MADE FOR LEGEND
20 BRAYTON, LLC Q C.I.R.S CAPPED IRON ROD SET NOTES:
Q I.R.F. IRON ROD FOUND
TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK Q I.P.F. IRON PIPE FOUND 1) BASE MAP PREPARED FROM A JANUARY 2019 FIELD SURVEY.
Q C.I.R.F CAPPED IRON ROD FOUND
0 POINT BARDIN LAND SURVEYING, P. C. N/F NOW OR FORMERLY 2) NORTH ORIENTATION BASED ON MAP REFERENCE 1.
97 WOODCHUCK HILL ROAD LAKE GEORGE, N.Y. 12845 � UTILITY POLE 3) ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL
--0 IRON FENCE OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.
—a-- STOCKADE FENCE
PROJECT N0: 190101 SHEET: 1 OF 1 SCALE: 1"=20' —off — OVERHEAD. WIRES
4) UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A
DRAWN BY. REB APPROVED BY. REB LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION
2, OF THE NEW YORK STATE EDUCATION LAW.
SEALED BY. RANDOLPH E BARDIN, Jr. LLS 051009 01/08/2019 GRAPHIC SCALE
-1 O O 50 100 5) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE
WARREN COUNTY TAX PARCEL. 239.8-1-15 AND IS THEREFORE SUBJECT TO ANY EASEMENTS, COVENANTS OR RESTRICTIONS OF
RECORD ANY STATEMENT OF FACTS SUCH DOCUMENT WOULD DISCLOSE.
DATE. 0110812019
&CLEA OU ALL ACCESS GRADING NOTES GENERAL NOTES
APPROXIMATE &CLEANOU7 OPENINGS 2"0 VENT ABOVE
FINISH GRADE BE RAISED TO 6'BELOW FIN. GRADE WITH
FINISH GRADE. BIRD SCREEN APPROXIMATE MANHOLE COVER BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING
INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
FINISH GRADE (LOCKABLE) AT EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN AL STORM A SITE PLAN DRAWING PREPARED BY BARDIN LAND SURVEYING
GRADE
AFTER EVERY STORM EACH m FAILURES OR CLOGGING. ANY EAIILURE OR CLOGGING ENT TRAP SHALL BSHAH BE IMMEDIATELY E INSPECTED BY THE OCORRECTED.
NTRACTOR FOR LEGEND
ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- ---------- PROPERTY LINE
HANGER PIPE ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE
3" FOR PUMP ------ 10'-0' PROPERTY LINE SETBACKS
LIQUID LEVEL -- .- TO EFFLUENT PUMP REMOVAL SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER
MIN. SLOPE CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE -E -E -E -E - UNDERGROUND ELECTRIC SERVICE No. DESCRIPTION DATE
1/4" PER FOOT MIN. SLOPE CHAMBER FROM SEPTIC
1/8' PER FOOT TANK REVISIONS
HIGH WATER -- TO BED SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT
BY FORT MII_LiER -ss-ss-ss-ss- SANITARY SEWER
SEPTIC TANK INLET & OUTLET ALARM SWITCH TRAPS, SHALL BE CONSTRUCTED WHERE`LONG SLOPES ARE STRIPPED OF COVER
OR BAFFLES GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. -" -W -V -W - WATER SERVICE
EQUAL a x RESERVE CAPACITY 2"� TO
o a AFTER ALARM SOUNDS DIST. BOX NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING E/P EDGE OF PAVEMENT '<
oa M EQUAL TO ONE DAYS START LEVELS -_ OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND ��>
0o CAPACITY (DUPLEX PUMPS UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS'FOR FOUR (4)
no LEVEL CONTROL QUICK DISCONNECT FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 Z 1
J WITH INDIVIDUAL ALARMS SWITCH SLIDING COUPLER POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. SEWAGE DISPOSAL SYSTEM NOTES 0 _1 z
MAY BE USED IN LIEU o a Z
SHUT-OFF LEVEL51- W
MINIMUM 2x WIDTH OF A SINGLE PUMP AND - - - -- ----- - THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING w w
MAXIMUM 4x WIDTH ONE DAYS CAPACITY) ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE a z
GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. = z S
TOWN BUILDING INSPECTOR. V Q
PROVIDE 3" SAND OR---�°��0o PUMP STATION NOTES FINAL GRADING SHAH BE DONE TO ACCOMPLISH POSITIVE DRAINAGE DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS 1oa
PEA GRAVEL UNDER TANK o SWALES AND DITCHES. SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE Q a o z
PROVIDE 3" SAND OR�00 oo°A 1. PUMP TO BE EFFLUENT PUMP DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL J E o o
SEPTIC TANK DETAIL PEA GRAVEL UNDER TANK GOULDS MODEL GL3885-WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED HOUSEHOLD SYSTEMS APPENDIX 75-A. Q c o LL o,o
2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED _ c � o z F o
EFFLUENT TANK DETAIL AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE GRAVEL - `V 0 0 o F
N.T.S.
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK o=
SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. (n a c z ^^=
ASTE MANUFACTURED T OF HEALTH AND SHALL BY FORT MILLER OR EQUIVALENT.CAST CONCRETE PRESSURE DISTRIBUTION CALCULATIONS - INET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE Z_ .2 a'_' �0°°a N0w
- OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE a x tam ° �_a
Z. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR 3" AIR SPACE ABOVE "T" TO TOP OF TANK V o o - Q
2"0 SOLID DELIVERY PIPE D 1 c o 0 0
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS o M° > - E
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS I ------ - ------ DESIGN FLOW= 3 BEDROOMS X 110 GPD/BEDROOM = 330 GPD CHOOSE DOSING VOLUME- NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE w ca >w w
NECESSARY TO ACHIEVE A STABLE FOUNDATION. I ; ABSORPTION AREA= 330 GPS/ .95 GPD/SF= 348 SF BASED ON TOTAL LATERAL VOLUME=# LATERALS X LATERAL CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
------------------- -- ---------------- I BED WIDTH= 15 FEET LENGTH X LATERAL AREA= 6 LATERALS X 10 X (1.5/12)-2 X SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
10' MANIFOLD PIPE WASHED o N BED LENGTH = 348 SF / 15' WIDTH= 25' BED LENGTH (PI/4) X 7.48 GAL/CF= 5.5 GALLONS
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA NAVY WORK IS TO BE AS SHOWN &
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 1.5" DIAMETER CRUSHED STONE I TOTAL BED AREA= 15' X 25'= 375 SF AT LEAST 10 TIMES TOTAL DISTRIBUTION LATERAL 5.5 GAL X THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A NOTED AND IN ACCORDANCE
0 10= 55 GAL/DOSE MINIMUM CLASSIFIED BODY OF WATER.
------------------- -- ------------ WITH MANUFACTURER'S
1.5"0 PERFORATED PIPE TOTAL BED SIZE _ o LATERAL LENGTH= 25'/2 - 2.5 FEET= 10 FEET - MINIMUM 3 DOSES PER DAY- 330 GPD/3 DOSES= 110 RECOMMENDATIONS, TRADE
o HOLE DIAMETER- 1 4" GAL/DOSE HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM
WITH END CAPS (TYP.) 15' BY 25' I / SLOPE 1 4 PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 ASSOCIATION PUBLISHED
HOES ® 2' APART = 700 SF HOE SPACING- 2 FEET - 4 DOSES- 330 GPD/4 DOSES= 83 GAL/DOSE / " RECOMMENDATIONS SAND
__ ________________ iv PIPE DIAMETER= 1.5" - 5 DOSES- 330 GPD/5 DOSES= 66 GAL/DOSE WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: GENERALLY ACCEPTED LOCAL
N HEAD AT SUPPLY ORIFICE= 2.30 MINIMUM PRESSURE - MAXIMUM 6 DOSES PER DAY = 330 GPD/6 DOSES= 55 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. CONSTRUCTION INDUSTRY
-- ------------------ ----------------- -- (CALCULATED 2,79) GAL/DOSE PRACTICES.
NUMBER OF HOLES PER LATERAL = 10'/2'= 5 HOLES THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO
10'-0" 10'-0" Q= TOTAL LATERAL FLOW= 5.55 GPM/LATERAL MINIMUM DISHARGE RATE- FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
6 LATERALS X 5.55 GPM/LATERAL= 33.3 GPM OR 34 GPM MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
MANIFOLD SIZE- 6 LATERALS (3 ON EACH SIDE OF CENTRAL THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
2'-6" 20'-0" V-6" PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
^--MANIFOLD)- MANIFOLD LENGTH= 10 FEET DOSING TANK 90 FEET FROM NETWORK INLET WITH 2 INCH SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
25'-0" FROM REF. TABLE A-3: 6 LATERALS ® 5.55 A MINIMUM SIZE DELIVERY PIPE AND HAZEN-WILLIAMS EQUATION
^� FRICTION LOSS= 1.76 FEET THE SEPTIC TANK.
\
PRESSURE BED DESIGN n FOR MANIFOLD DIAMETER =1.50" DIAMETER PIPE ELEVATION HEAD= 2 FEET^� MAX LENGTH MANIFOLD= 10' THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
PRESSURE HEAD TO BE MAINTAINED= 2.3 FEET
n� SUPPLY END HEAD= 2.98 FEET THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
TOTAL PUMPING HEAD = 1.76+2+2.3= 6.1 FEET MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF 'C)
OPOSED BUILDING FOOTPRINT HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE d
27'-6" BY 32'-0" PUMP .CAPABLE OF DELIVERING AT LEAST 34 GPM AGAINST 6.1
SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND SIGNATURE ON THIS PLAN
FEET OF HEAD U
n SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE EXPANSION OR REPLACEMENT.
--� APPROX. EDGE OF
w-' -^ n- --- LOCATION OF UNMAPPED WETLANDS DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: Q�
PROPOSED WELL LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW r--�
RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. L 00
r INSTALL NEW 1,000 gal 100' BUFFER FROM EDGE OF ��
SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE
SEPTIC TANK UNMAPPED WETLANDS �
32' WIDE LANDS N/F OF INSTALL NEW EFFLUENT ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE
' RIGHT-OF-WAY ' LAKE GEORGE BOA�7)
O_'INC. PUMP CHAMBER HPRRIS RDAD AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND Z
' {MAP REF. 1) BOOK 5101 PA 54 USSELL (NIACADPM MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE O
LANDS N/F OF R ,OAD\N BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET
\ ' ' (239.8-i `,\\ LISA K. BETTE & MATTHEW BETTE BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY O
AS TRUSTEES OF THE rM CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS
TRUST
% /�` ` , QUALIFIED PERSONAL RE IDENCE TEST PIT INFORMATION SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS.
GRAVEL / `\ \ +"
PARKING Imo% ` VOLUME 658 PA 257 ,, TEST PIT INFORMATION TAKEN - 1 APRIL 2019 BY WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER a
(240.05-1- ) MACKENZIE PELTON, EIT - RUCINSKI HALL ARCHITECTURE CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE t ,
WITNESSED BY CHAZEN COMPANIES- TOWN ENGINEER DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED.
CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED.
3
C-2� TP- I DANY COMPANY EC PERMITTED EMPLOY
ED E TO CLEAN
AND SERVICE
RVICESTHE SEPTIC
N T TANK MUST BE AV 0
3s' SEPTIC0-7" TOPSOIL W/ LOAM DISINFECTED AFTER BEING PUMPED OUT. V� NO
/ \\� ` / 7-21" MEDIUM BROWN SAND, CLAY SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES `
i GRAVEL / d a �� `69 ` \ ,/ ^'� ^SHED^
1
PARKING �; ,/ \'� Q/ CONIC RE n ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND
jp, y> r' I - 21-63" MEDIUM/DARK BROWN CLAY MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED
INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
63-72" SHALE FRAGMENTS
DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC
'gEvaNCK� ROOTS TO 14" SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS
T i- i PT-=r / �0 ,-�� NO SEEPING OR STANDING WATER OR CLEANERS INTO SINKS OR TOILETS.
56 S�9 b NO MOTTLING LINE PRESENT
0' 23 2? i pa WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
�LP�I S STES, THE TANKS SHOULD BE
�I�E-OAS w� w� n- w/w '' ? �,\a \ MIN, 03' i 3�' PERCOLATION TEST INFORMATION REMOVED OR SEWERS ARE (PUMPED OUNSTALLED T HANDLE
ILLED WITH SOIL NTO PREVENT FUTURE CAVE-IN.
SAKE GEORGE BOAT CO., INC. ; e p 100 1_2I✓ �W
I BOOK 5101 PAGE 54 ; �G MIN• F �_ \ 59 50
i (239.8-1-17) j GOQ \ ROM pRO �a SHE 6a TEST PIT INFORMATION TAKEN - 1 APRIL 2019 BY NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
MACKENZIE PELTON, EIT - RUCINSKI HALL ARCHITECTURE THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
P<
WITNESSED BY CHAZEN COMPANIES- TOWN ENGINEER
A Sys>�o q\4 LANDS N/F OF FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN
� -OFF AWAY FROM
A
GRAVEL ,'k 0. t RES z/ ' �O j DAVID E. & EVELYN DUFRES THE ABSORPTION FIELD.
33.8 SHEg
PARKING j� i\ LIBER 1161 PAGE 215 PT-1� /' �.W °
Lt�IE BY/ j 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN.
SHED PROVIDE FILTER FABRIC
��0 1st TEST V-37" 3rd TEST 2'-15" ABOVE STONE BED
30' BY 15' 2nd TEST V-55"
DECK 5�j0 TWO STORY \ GRAVEL a \ PRESSURE BED
N44\47'50"E H RESIDENCE PARKING r \ / SEE DETAILS
/' ; ice/ �// s 4 \ % io ON SfTE MATERIAL FOR TOR SOIL
GARAGE 4
_ DECK ST_ON O O O O O O O O O O O O 0 O O
4
DOCK �•\?p DECK SH ED O R ;<,' �• / \ \\ - 0 0 0 0 O O O O O O O O O
F \gyp, LINE BY / /tea \ a �'� 4� �g� CAD FILE NAME ia -
a \ a % -- PRESSURE PIPE- 1.5" .MANIFOLD + LATERA ACAD\20 BRAYTON LLC\C-1L
SHED OVER 0.42' j / \ \ LANDS N/F OF
LINE BY / % > $ ` io STONE O O O O O O 0 O O O O O 0 O O O O SCALE
LANDS N F OF a. / \ LISA K. BETTE & MATTHEW J. BETTE 5 y AS NOTED
OCI 0.47' JESSE E. PIACENTE
` AS TRUSTEES OF THE BETTE ..,• ?, ;.;
a ' THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
LIBER 803 PAGE 139 / a s �$ 4 \ QUALIFIED PERSONAL RESIDENCE r
/ , % z NATIVE MATERIAL
(239.$-1-14) /° '�// a \ a w� TRUST � •<<-"�' �"' �'•'`.'� AND IS IN RED INK. ONLY SEALS IN RED INK
/. a\a. 32' WIDE 4\ \ VOLUME 4658 PAGE 257 '1-5 MIN. PERC RATE y: _ .. •:1 .SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE
DOC / F / /a/ i/ i \ \ RIGHT-OF-WAY a 0.\ (240.05-1-2) i� i ;;'.p.;
DOCK //' LANDS N O
;DAVID E. & EVELYN M.,AUFRESNE / i' \$�4 (MAP EF. 1) a\ 5: SITE PLAN
LIBER 1029-PAGE 48 / ! � •`'�•'�: ".; "
-----------------f239.8-1-13) /' % $� \ *' 36" MIN. TO IMPERVIOUS AND SEPTIC
LAKE GEORGE % i / / NO GROUNDWATER ENCOUNTERED DESIGN
EXCAVATE TO BOTTOM OF TOPSOIL (MIN.)
(Harris Bay) /! / � TYPICAL BED SECTION
NOTES
N.T.S.
DRAWING No.
d i i C-1
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