SEP-0528-2018 TOWN OF QTJEENSBURY
9 w 1 >
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: SEP-0528-2018 Date Issued: Wednesday, August 22, 2018
This is to certify that work requested to be done as shown by Permit Number SEP-0528-2018
has been completed.
Tax Map Number: 302.14-1-14
Location: 23 PERSHING RD
Owner: William Fitzgerald
Applicant: IBS Septic
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 p
property owner of the responsibility for compliance with Site Plan, 47- 41,494
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.
TOWN OF QUEENSBURY
' , r 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
}
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: SEP-0528-2018
Tax Map No: 302.14-1-14
Permission is hereby granted to: IBS Septic
For property located at: 23 PERSHING 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: William Eitzgerald Septic Disposal-Residential $0.00
Owner Address: 23 PERSHING RD Total Value $0.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
IBS Septic
2 WARREN ST
Glens Falls,NY 12801
Plans&Specifications
Residential.Septic Alteration
$ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday,August 16,2019
(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 the expiration date.)
Dated at the Town ue bury; 4 Th s i a /A..... t 16,2018
SIGNED BY: ` \, for the Town of Queensbury.
Director of Building&Code Enforcement
: y�- 1 SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only
_ -.; 742 Bay Road,Queensbury,NY 12804
Town ofQucewthny P:518-761-8256 www.Queensburv.net Permit 5 l9 2O t�j
Tax Map ID#: '50-2 . 14—\ _V\ Permit Fee:$ 1-5 ; Invoice#: O I
Project Location: j- ,v`Sln`t Septic Variance? Yes No
Primary Owner(s) Iry i\\t aern i.kL(`; vol, d
Mailing Address Aeti64 Z'D '-f.x0,,,
Phone & Email r-----1
Installer/Builder )(3S "c.-- I c„_�-3 ! te 1
Mailing Address 11
(
a CA_ c r &L.-0 Prc ,N__f %4.7, ,( 1..-I t CC I mw t
Phone & Email y 7 fI _rl s9 / It 81
Engineer �"fly l /(a. �� inn I a l[_'�
Mailing Address i V w a a a I 1".8
Phone & Email c(S ! (` 0 �J TMp� �� I
t _o
Contact Person for Building&Code Compliance: Phone: r.- -,'^�'"'"= F"
RESIDENCE INFORMATION: __
Year Built Gallons #of bedrooms X gallons per =total daily flow
per day • bedroom Garbage Grinder YesCN)
1980 or older 150 Installed? (circle one)
1981-1991 130 Spa or Hot Tub Yes 10
Installed? (circle one)
1992-Present 110 "-- '2 '3 d
PARCEL INFORMATION: , - j
Topography , Flat Rolling Steep Slope %Slope
Soil Nature Sand Loam Clay Other
Groundwater At what depth? 4'6 Ar c 7-0 5
Bedrock/Impervious material A hat depth? I „' C... /l p 1cr f(
Domestic Water Supply Municipal _Well (if well,wafer supply from any septic system absorption is_ft.)
Percolation Test Rate: /./ S per minute per inch (test to be completed by licensed engineer/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION:
Tank size 0 00 gallons(min.size 1,000 gallons,add 250 gallons for each garbage cylinder r spa/hot tub
System Absorption field with#2 stone Total length / fI ft.; Each Trench .3 ) ft.
Seepage Pit with#3 stone How many: ;Size:
Alternative System Bed or other type:
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. d
PRINT NAME: �� iC >GG( DATE:
o /K.
SIGNATURE: CZ-7C,--. 6. CAL DATE: ,5/'/1$ / 0 if--
Town of Queensbury Building&Code Enforcement Revised March 2018
GRADING NOTES GENERAL NOTES
BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM W
READ ALL ACCESS EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM A SITE PLAN DRAWING PREPARED BY VAN DUSEN & STEVES 9 o w
do CLEANOUT OPENINGS C= _ :
A O'QMA� �.,
FINISH GRADE BERAISED ti BELOW MARKER ABOVE ALL E FAILURES�OR CLOGGING• ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED.FOR LEGEND a
FINISH GRADE. BURIED COVERS Q z ;
GRADE D RECOMMENDED. ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- — - ` - - - - -- PROPERTY LINE o
IIto
Uj ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE
r"I n SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER ---------------------- 10'-0" PROPERTY LINE SETBACKS IQ ~
I I I ( CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE
�OVER
E —E —E —E — UNDERGROUND ELECTRIC SERVICE No.I DESCRIPTION DATE(INLET BAFFLE� 12" MIN. OVER
ALL STRUCTURES REVISIONS
b I F_ 1 I 11 #1 DISTRIBUTION BOX SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT — —� — SANITARY SEWER _
UQUID LEVEL I _ ' ' BY FORT MILER OR TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER
MI SLOPE SLOPE —--N- d EQUAL GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. W — —w WATER SERVICE
1/4" PER FOOT 1 81NPEROPE FROM TANK SEPTIC � 4" PVC � M ll.l p
" j NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING E/P EDGE OF PAVEMENT N
FOOT I
SEPTIC TANK ( ' �� OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND O
BY FORT MILER OR INET & OUTLET � � ALL OUTLET INVERTS UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) W
EQUAL a Z a BAFFLES ` PEA o0o EXATO CTLYETHETSAME POUNDS PER A FEET EITHER I CRE. AFTER DE OF THE SJUNE, AWALE L DITCH CENTERLINE,
SHAU_ ALSO BE AT A RMMEDIATELY MULCHED. SEWAGE D I S P 0 S A L SYSTEM NOTES 0 z Q
GRAVEL ELEVATION. THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING E"" af o
a ,� (USE OF SPEED LEVELERS ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE a N
,� REQUIRED) GUIDELINES FOR URBAN EROSION do SEDIMENT CONTROL. CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE = r LJ
CY TOWN BUILDING INSPECTOR. U Q
J ac a
ADING SHALL
MAXIMUM 4x WIDTH DISTRIBUTION BOX SWALES ES RAND DITCHES. BE DONE TO ACCOMPLISH POSITIVE DRAINAGE SHADESIGN,
COMPLYRWITHOTHE LATEMATERIAL
ST EDITION(S) OF THEINSPECTION
NEW YORK STATE REQUIREMENTS Q Q o
MINIMUM 2x WIDTH FINAL
� o
N.T.S.
DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS -- INDIVIDUAL J � o HOUSEHOLD SYSTEMS APPENDIX 75-A.
PROVIDE 3" SAND OR °opO� c5i O 00.0- L z� W
SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED = - CK) tV N d O ~PEA GRAVEL UNDER TANKC14° GRAVEL. 0 000 a w
BARRIER MATERIAL TEST PIT INFORMATION �° 3 � ; 6 oz >.
SEPTIC TANK DETAIL - ` � '' r-
—_{ ( '' _ _ SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. (/� t ; a z ""o ' _ <
6" MAX. —1 I I I-- I I I I I I=I I�- - INET 12 BELOW FLOW UNE 6 ABOVE FLOW UNE z .2 +' Q�' °p-0 1 " Z
+ I TEST PIT INFORMATION TAKEN - MAY 2018 BY - OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE V n X r° °' V) Q
ETHAN P. HALL — RUCINSKI HALL ARCHITECTURE 3" AIR SPACE ABOVE "T" TO TOP OF TANK a o 0 W o, = a
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK 0-00 —1 �T 6" MAX. �s � � U >'
Cb p70° SLOPE -- __. �/ tr°w n 0 >° w
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE nQ�n000 = oo�n�° E NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 12 MIN. 2" MIN TP— 1 CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
n n n
SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR 0-11" DARK BROWN ORGANIC TOPSOIL
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS °� c' THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A WORK IS TO BE AS SHOWN &
��o�n0i� 4" PERFORATED PVC LATERAL,
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS SLOPE 1/16"-1/32" PER FT. 11-26 MEDIUM BROWN TO RED SAND CLASSIFIED BODY OF WATER. NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
NECESSARY TO ACHIEVE A STABLE FOUNDATION. LEVEL TRENCH BOTTOM RECOMMENDATIONS, TRADE
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY 24" MIN. INSITU MATERIAL 26-49 LIGHT BROWN SAND HOUSE TO SEPTIC TANK: 4"W PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM
�� ASSOCIATION PUBLISHED
SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4.0 PVC SDR 26 RECOMMENDATIONS AND
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. (IMPERVIOUS LAYER) 49-64" LIGHT BROWN TO GRAY SAND WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: - GENERALLY ACCEPTED LOCAL
4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. CONSTRUCTION INDUSTRY
_ ROOTS TO 48" PRACTICES.
�
'—" NO STANDING OR SEEPING WATER— SAND 0 54" IS MOIST THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO
=I�-���I��I1���„_�� SEPTIC
" ABSORPTION
=11-
A B S 0 R P TI 0 N TRENCH PROFILE MOTTLING ® 54" MAINNTENANCECTIONOPERLY CAN R SUL WITH��IN CLOGOGI G OFNTHE•TANK ANDDUATE SEQWA E BACKUPTANK INTO N.T.S. -
PERCOLATION R C O LA TI 0 N TEST INFORMATION FO R M A TI 0 N THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
NOTES: SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
DO NOT INSTALL TRENCH IN WET SOIL TEST PIT INFORMATION TAKEN — MAY 2018 BY THE SEPTIC TANK. �"�
ETHAN P. HALL — RUCINSKI HALL ARCHITECTURE �O p
THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
RAKE SIDES AND BOTTOM OF TRENCH PRIOR N
� THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
TO PLACING GRAVEL OR STONE. PT- 1 MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF E ^ l
7�17,00„ HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. V/
E END OF ALL DISTRIBUTOR PIPES MUST BE THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR
2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN.
PLUGGED UNLESS INTERCONNECTED. FUTURE EXPANSION OR REPLACEMENT. •U
I DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:
J �r J �-- SLOPE DISTRIBUTOR PIPE 1 16"-1 32" PER FT. 1st TEST 1'-15" 3rd TEST 2'-02"
r ' ry�.0 p _ / / 2rd TEST 1'-43" LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW
RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. GCS
V1
I r J SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE Q •
' r ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE
Area J garde '+ AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOU
LD BE RECORDED AND r/,� .� �
J ;r 16500.0± Sq. Feet n rr' �__ MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE •cn ( C% �
J ' 0.38± Acres ' BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET C/� M
18'_.0" 1 ' BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY p4w 4)
TO• SEPTIC SYSTEM DESIGN CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS
Ml
SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. �� Q ^►�,� a
WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER (�
DESIGN FLOW - EXISTING 3 BEDROOM HOUSE WITH WATER SAVING � u
J FIXTURES AT 110 gpd PER BEDROOM = 330 gpd CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE a3 '
/ ' NOTE: SEPTIC TANK - PROVIDE NEW 1 000 al TANK IN RESIDENCES WHERE DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED.
o , g ( E E A CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. +--'
RE—PLUMB INTERIOR PIPING TO RAISE EXIT FROM GARBAGE DISPOSAL IS TO BE INSTALLED AN ADDITIONAL 250 gal. OF v
CAPACITY WILL BE PROVIDED IN THE SEPTIC TANK AND A GAS COLLECTION ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A
RESIDENCE TO 12 BELOW EXISTING GRADE BAFFLE) DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR �+
r ' LAUNDRY SINK TO BE PLUMBED TO EJECTOR PUMP ABSORPTION FIELD 1 TO 5 MIN DISINFECTED AFTER BEING PUMPED OUT. N N ;
r — . PERC. RATE — APPLICATION RATE MM
iDJOINING ' + DECK '0_ PACKAGE LOCATED BENEATH LAUNDRY SINK 1.2 gal/day/sq. ft. — 330 gpd DIVIDED BY 1.2 gal/day/sq. ft. = SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES �W
JBU/LDING 275 sq. ft. OF TRENCH REQ D. AT 2 WIDTH PER LATERAL. USE 4 LATERALS ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND
AT 35 = 280 sq. ft. OF APPLICATION AREA. MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED V
INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
J wo STOR1� NEW D—BOX DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC
AI/ FRq ; r SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS
r' HOO USE ME r OR CLEANERS INTO SINKS OR TOILETS. Ck
1 N
lJ + ! ADJOININ k 1
J r r J i r BUILD/NG WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
r+ �r REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE—IN.
J r
2'—O q'_0 _ NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
CONCRETE W/ " " 2'-0"
CLOTHESPIN POLE - THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
NEW 1,000 gal MIN k�VajK B ��
I FINAL GRADE SHOULD BEG DIVERT ANY RUN-OFF AWAY FROM
SEPTIC TANK �OVERFILL TO ALLOW THE ABSORPTION FIE®sed on our limited examination,compliance
FOR SETTLEMENT
With our comments sh& got be construed as
indicating the plans and specifications are in
r
PewYorkliance With the Building Codes of
110.00
�O
r / REPUTED SEPTIC —' \/ \/ /\ SEPTIC PLOT PLAN
X EARTH I HAVE SEEN OR OBSERVED ALL OBJECTS
TANK LOCATION x a BACKFILL GEOTEXTILE FABRIC C AS HOUSES, WELLS, TREES, FENCES, ETC
_N 0 2" MIN--I �- TOVIN OF QUEENSBU , ,�0 HIS DOCUMENT.I HAVE PERSONALLY
8 o o B U I L D I N G & CO E E DISTANCE SE RTH ON THIS DI GRA
REPUTED DISPOSAL I 4 PERFORATED Reviewed ��`�
FIELD LOCATION �_ + z_ LATERAL URE A E CAD FILE NAME
J I ADD Date. L1 ACAD\IBS\FITZGERALD\C-1
^ �� �0 G N
y.s ��0�c0o S��do, INSITU MATERIAL— \ _\� 3/4" TO 1 1/2" SCALE AS NOTED
1 (IMPERVIOUS LAYER) z I WASHED CRUSHED STONE V_
1 n� A"Ven � C THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
i ] ��]] 6'-0' N SHED INK. ONLY SEALS IN RED INK
A AND IS I R ALL BE CONSIDERED TRUE ORIGINALS
"� l.: N (� C DRAWING TITLE
LEVEL TRENCH BOTTOM M
EIIIIILEILEIIHV111= E a � SITE PLAN
it
Catch y a I AND SEPTIC
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ABSORPTION TRENCH SECTION -0 Cl DESIGN
SITE PLAN N.T.S. 3 Nr co1' = 20 —0 NOTES
CCU �
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VA:
RUCINSKI HALL ARCHITECTURET ¢ 'h:
Ronald Richard Rucinski
Ethan Peter Hall ,� , *
134 Dix Avenue ,�
Glens Falls NY 12801 ` £$ ''
Voice 518 741 0268 .
Fax 518 741 0274
Email ephail@nycap.rr.com
Fitzgerald Residence-Pershing Ave
22 Aug 2018 AS BUILT
John O'Brien-Town of Queensbury Building Department
742 Bay Road
Queensbury NY 12804
Re: Replacement of existing Septic System
At the above referenced project location this office observed the installation of the new sewage
disposal field prior to back fill. These installations are acceptable to this office. If there are any
questions please contact our office to discuss.
Regards, t•S ,
. .. .orrtii,..4 to,'N.,,,,d
i . 'ii i *
Ethan Peter Hail € � ` .) .''
Architect ` ,h 70, ' ,,, %'� _ . AS BUILT
141 - 0
AUG 2 2 2018
TOWN OF QUEENSBURY
BUILDING&CODES
&P- 052o . ZQ i a
C:\!Ethan\!A1 Temporary Files\Letter-Fitzgerald-21 Aug 2018.doc 1
GRADING NOTES GENERAL 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 PREPARED BY VAN DUSEN & STEVES
RECOMMEND ALL ACCESS
APPROXI6IATE & CLEANOUT WENINGS CONCRETE OR STONE AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR
RNISH GRADE BE RAISED TO 6 BELOW MARKER ABOVE ALL FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. LEGEND
FlNISH GRADE.
BURIED COVERS
FF ED RECOMMENDED. ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- PROPERTY LINE
n io ui 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 0 AS-BUILT 121aWsT2m8
I ( I f CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE UNDERGROUND ELECTRIC SERVICE No. DESCRIPTION i DATE
INLET BAFFLE 12" MIN. COVER OVER E —e E —E
I ALL STRUCTURES '� —� —� —� SANITARY SEWER REVISIONS
#1 DISTRIBUTION BOX SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT
U�ID �yd I + BY FORT MILLER OR TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER
v —v v —v WATER SERVICE
MIN SLOPE OPE I EQUAL GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. �R
1/4" PER FOOT I MIN. SLOPE FROM SEPTIC--- 4" PVC M W o r
1/8" PER FOOT TANK O O O I { M NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING E/P EDGE OF PAVEMENT w O 3
OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND N
SEPTIC TANK °`" UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR 4 W " z
BY FORT MILLER OR INLET & OUTLET ALL OUTLET INVERTS ( ) Z _ a
BAFFLES °°��°°° TO BE SET AT FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 SEWAGE D I S P 0 S A L SYSTEM NOTES -
EQUAL a X PEA—J EXACTLY THE SAME POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. W o a z
w z a ELEVATION. W o uj
o GRAVEL THERE SHALL. BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING _�
a= I (USE OF SPEED LEVELERS ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE = r w p
M REQUIRED) GUIDELINES FOR URBAN EROSION & SEDIMENT CONTRQL,CY TOWN BUILDING INSPECTOR. V a L
-' a 1
FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS o 0 0
MMINIMUM 2x WIDTH AXI NUM 4x WIDTH DISTRIBUTION B 0 X SWALES AND DITCHES. SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE Q ¢ o z
DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL J E W v
j N.T.S. HOUSEHOLD SYSTEMS APPENDIX 75-A. Q a o
°o pO°O SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED = � 00 o W
PROVIDE 3 SAND OR-- 06 c0�°O
PEA GRAVEL UNDER TANK N N N O o ~
GRAVEL. a s o o0, a w
BARRIER MATERIAL TEST PIT INFORMATION �_ :r ;-�(s < z �
SEPTIC TANK DETAIL „ =I I I I )III= 1-i I �- SEPTIC TANK TO HAVE SCH 40 PVC "T°' AT INLET AND OUTLET. z a z 00 r o N
N 00 00
- INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE Z " `' a- Q
6 MAX. �-_-_ TEST PIT INFORMATION TAKEN MAY 2018 BY - OUTLET 14 BELOW FLOW LINE, 6 ABOVE FLOW LINE x U- a
�rr I " " o_
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE 3" AIR SPACE ABOVE "T" TO TOP OF TANK D o v o - o
C C o r
�- + NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE w 0 >u-w
1. ALL UNITS SHALL COMPLY WITH E REQUIREMENTS OF THE NEW YORK � o SLOPE _ 6" MAX. � "
n f% A An n n n n n n a n n
STATE DEPARTMENT OF HEALTH D SHALL BE PRECAST CONCRETE a2�6o00°o = oo (�� '
TP-" 1 CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
AS MANUFACTURED BY FORT MI R OR EQUIVALENT. 12 MIN. -f2" MIN. SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
2. ALL STRUCTURES TO BE PLACED N FIRM, COMPACT SAND OR o0NIP 0 o 0Q, 0-11" DARK BROWN ORGANIC TOPSOIL WORK IS TO BE AS SHOWN &
p o� THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100 OF A NOTED AND IN ACCORDANCE
GRAVEL FOUNDATION. WHEREVER NJ
FOUNDATION CONDITIONS oGl'�opC�Ot� V4" PERFORATED PVC LATERAL, CLASSIFIED BODY OF WATER.
ARE UNSUITABLE, CRUSHED STON SHALL BE PLACED AS SLOPE 1/16"-1/32" PER FT. 11-26 MEDIUM BROWN TO RED SAND WITH MANUFACTURER'S
NECESSARY TO ACHIEVE A STABL FOUNDATION. LEVEL TRENCH BOTTOM RECOMMENDATIONS, TRADE
26-49" LIGHT BROWN SAND HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM ASSOCIATION PUBLISHED
SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 RECOMMENDATIONS AND
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY 24 MIN. INSITU MATERIAL 49-64 LIGHT BROWN TO GRAY SAND WITH TIGHT JOINTS MINIMUM PITCH 1 8 PER FOOT. SANITARY DISPOSAL FIELD: GENERALLY ACCEPTED LOCAL
CONSTRUCTION DESIGNED FOR H- 0 WHEEL LOADING. (IMPERVIOUS LAYER) " � / „
4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. CONSTRUCTION INDUSTRY
ROOTS TO 48" PRACTICES.
„ THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO
-1=�I=II=II=II=II„II. II=� NO STANDING OR SEEPING WATER- SAND ® 54 IS MOIST FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
ABSORPTION TRENCH PROFILE MOTTLING 0 54" MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
THE HOME ERFLOW ONTO j N.T.S.
PERCOLATION TEST INFORMATION PERIODICALLY DCfLEANSAWAGE SEPTICV TANK COMMONLY RESUOLTS RFACE IN UND UCLOGGI. FAILURE
NG OF SOIL TO
NOTES: SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
TEST PIT INFORMATION TAKEN - MAY 2018 BY THE SEPTIC TANK.
DO NOT INSTALL TRENCH IN WET SOIL ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE (�
THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
RAKE SIDES AND BOTTOM OF TRENCH PRIOR THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREASi
' _S 78°ri TO PLACING GRAVEL OR STONE. MAY BE ADDED TOAL OF THE BOARD OF
PT- 1 HEALTH, TOWN OF
QUEENSBURY AND REDESIGNTHIS BUILDING WITHOUT S OF THE VSU SURFACE DISPOSAL SYSTEM.
- DONE END OF ALL DISTRIBUTOR PIPES MUST BE 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR � +U Q
PLUGGED UNLESS INTERCONNECTED. FUTURE EXPANSION OR REPLACEMENT. ✓_'
1 st TEST 1'-15" 3rd TEST 2'-02" DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:
LESS THAN 2 G
SLOPE DISTRIBUTOR PIPE @ 1/i6"-1�32" PER FT, 2Rd TEST 1'-43"
0� PM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW r--1
RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. C�
SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE O • �""'� n
ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE
AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND C11 .r.•�
1 ; Area Orden MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE
16500.0± Sq. feet rr BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET Q ^
0.38± Acres „18'_ ; ,r BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY F�
O r' SEPTIC SYSTEM DESIGN CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS
+ rr1 f I SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. aA�
; 1 ,
Q a
DESIGN FLOW - EXISTING 3 BEDROOM HOUSE WITH WATER SAVING WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER
FIXTURES AT 110 d PER BEDROOM = 330 d CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE al '^�
9P 9P DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. �..�
+ 28'-1" ;r r ,'� r; i�'i r NOTE:
o + ,kf'' SEPTIC TANK - PROVIDE NEW 1,000 IN RESIDENCES WHERE A CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. con
RE-PLUMB INTERIOR PIPING TO RAISE EXIT FROM gal TANK (
GARBAGE DISPOSAL IS TO BE INSTALLED AN ADDITIONAL 250 gal. OF
,�r,r ;;; ;�; ,'i RESIDENCE TO 12 BELOW EXIS
37,_ TING GRADE CAPACITY WILL BE PROVIDED IN THE SEPTIC TANK AND A GAS COLLECTION ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A
C / 6" ;` I= LAUNDRY SINK TO BE PLUMBED TO EJECTOR PUMP (u
BAFFLE) DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR
PACKAGE LOCATED BENEATH LAUNDRY SINK
DISINFECTED AFTER BEING PUMPED OUT.
Z ; \�• ABSORPTION FIELD - 1 TO 5 MIN. PERC. RATE - APPLICATION RATE �...�
DECK l ` ' i,r' ' ^ ;Y 1.2 gal/day/sq. ft. - 330 gpd DIVIDED BY 1.2 gal/day/sq. ft. = SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES
i�.DJOIN/NGD O + l" 275 sq. ft. OF TRENCH REQ'D. AT 2' WIDTH PER LATERAL. USE 4 LATERALS ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND' �
NG ; �' r ' ' AT 35' = 280 sq. ft. OF APPLICATION AREA. MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED
t ' y INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. 03
;
O
DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC �
qr' 2 STO '� rr , NEW D-BOX SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS W
1' A✓ HD�SEA + ' OR CLEANERS INTO SINKS OR TOILETS. I-r-d CV
�r 1 10'-0„ i ' ADS ��t IN WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
BU DING SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN.
1 +
/ NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
CONCRETE W/ _ 2'-O" 4'-0" = 2'-0" - THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
CLOTHESPIN POLE
NEW 1,000 gal MIN OVERFILL TO ALLOW FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM
rr f+ SEPTIC TANK FOR SETTLEMENT THE ABSORPTION FIELD.
o REPUTED SEPTIC _ EARTH
<
TANK LOCATION x BACKFILL GEOTEXTILE FABRIC D
� �w 2" MIN.— AUG 2 7 2018
N 78017,0 _ - I
�--� w REPUTED DISPOSAL Q 4" PERFORATED TOWN OF QUEENSBURY
FIELD LOCATION z LATERAL BUILDING&CODES CAD FILE NAME
ACAD\IBS\FITZGERALD\C---1
O I ���DOO N SCALE
����o O�o°o INSITU MATERIALS \ AS NOTED
Pep,sili,
_ 00, �__ `- \ 3/4" TO 1 1/2"I (IMPERVIOUS LAYER) z' WASHED CRUSHED STONE THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
AND IS IN RED INK. ONLY SEALS IN RED INK
I 6'-O' _ SHALL BE CONSIDERED TRUE ORIGINALS
` ►�� ] ] `t DRAWING TITLE
�-1 e N
LEVEL TRENCH BOTTOM AS BUILT
I►=I�-I11-I1=-II- SITE PLAN
D
VETS AND SEPTIC
0 basin
ABSORPTION TRENCH SECTION DESIGN
SITE PLAN N.T.S. NOTES
1" = 21)'-0"
�► Da7 Z
DRAWING No.
C- 1