SEP-000588-2016 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
at Community Development-Building&Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: SEP-000588-2016 Date Issued: Monday, July 3, 2017
This is to certify that work requested to be done as shown by Permit Number SEP-000588-2016
has been completed.
Tax Map Number: 309.6-1-55
Location: 47 MALLORY AVE
Owner: Rose Wadsworth
Applicant: Rose Wadsworth
This structure may be occupied as a: Replacement Septic System
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the (
property owner of the responsibility for compliance with Site Plan,
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
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: SEP-000588-2016
Tax Map No: 309.6-1-55
Permission is hereby granted to: Sanitary Sewer Service
For property located at: 47 MALLORY AVE
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
Tome of Construction
Owner Name: Rose Wadsworth Septic Disposal $0.00
Owner Address: 47 Mallory AVE Total Value $0.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Sanitary Sewer Service
PO Box 224
Glens Falls,NY 12801
Plans&Specifications
Replacement Septic System
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,September 7,2017
(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 expo tion Adate.)
Dated at the Town of eensb ; Jgfedn ember 7,2016
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT Office Use On
19
It'l P d- iv
F1� o 1& Received
Tax Map ID 55
TAXWAPBt� C01. Permit No.
11�I 9 Permit Fee
LWA50111 OF INSFAUAWaN Q "I Approvals:
APPLICANT /1 r7 �'� �� ,Q PHONVE-MAR
ADDRESS t7v
/6LLJG'9 /,;? L/- PHONV E-MAR 7�1 - ;7�� J�l' O
1..
ADDRESS;v --- f� Jx ZZG� CNr �KKIJ, // y �2
PHONE/E--MAIL
Address G/
CONTACT PERSON FAA RUlLRAW at' CODER 99MPLIAiV99;
f�£SIH@NE€INr?BWMd41BN � L� �S'
Year Built fcof bedrooms n Gallons per bedroom =Total Daily Flow
1980orolder v 2 v Garbage grinder installed _Y _
196t-1991 Spa or Hot Tub installed _Y XN
1992-Present
PARCEL fNFORMk't70N
Topography X, Patrolling _Sleep slope _%slope
SO Nature Sand _Loam _Clay _Other
Groundwater At whatdeptri? P i+
Bedrock IImpervious Material At whatdeplb-2
Domestic Water Supply Municipal _Well(It well,water supply from any septic system absorption is_it.)
Percolation Test Rate: per minute per inch(tast to be completed by licensed engineering I arehfct)
RPOPOSEO SYS-EM FOR NEIN CONSTRUCTION
Tanlc Size �U2 gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub)
Systom Type Absorption field with#2 stone Total length f.;Each trench
2ol5age Pit with.49 stone How many. size
AltamativeSy54em Sadorothertype?
Holding Tank System Total required capacity? Tank size ftflanks
tanks _
No er 1)Alarm system&associated electrical work must be inspected by a Town approved eteckicat inspection agency;2)We will no longer
allow systems w tie covered unci such time as an As-Suift plan is received&approved. The Installed system must match the septic system
layout on tile—no exceptions.
BEcLARAaoN: Any pennif 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 know by or on behalf of an applicant, shall be void. I have read the regulations
and agree to abide by-these and all wrem or the Town of Queensbury Sanitary Sewage Disposal Ordinance.
Print Name: z„'�-L °/ �J Data. G"- !6
Signature: r --� Date: —G /G
Town of Queensbury Building&Codas Septic Disposal Pennit.lpiy 2014
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 PLOT PLAN DRAWING PREPARED BY VAN DUSEN & STEVES
AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR LEGEND
" FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED.
ti
"`-~-- —- - - - - - — PROPERTY LINE Nod DESCRIPTION DATE
ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON-� _ ____________________ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE - NS
10'-0" PROPERTY LINE SETBACKS REVISIONS
' -- SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER
i, CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE E —E —E — UNDERGROUND ELECTRIC SERVICE
SS SS SS -SS N. }
�1AI�R�i, S SANITARY SEWER
rE r SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT <
TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER w _V —W —w WATER SERVICE W r
GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. E/p EDGE OF PAVEMENT z U ,t
NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING o Q W
C
OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND W M
F UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) SEWAGE IS (�S AL SYSTEM I�t TE S r W a
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 a 2 o
POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING o ,
'45.01' N 00'08'39" E ¢ ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE � z o
m TOWN BUILDING INSPECTOR. < o z
- —� - - - - -- -,w -- GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. .�I E 1, � 0
1 i DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS m ° it o
FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE � 0co -0 W
o- I SWALES AND DITCHES. DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL 3 _ 00 N N o o � 0
o ' HOUSEHOLD SYSTEMS APPENDIX 75-A. r o o > J o
�_ -------10'-P.L_ SETBACK i �- ;� V q z � s D Z
--------------- SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED -S (U o
--;� rla ----- I GRAVEL. Z -2 � -� ��n
GARAGE i i i I I ' 1 I (� X L_ a J
SYSTEM DESIGN CRITERIA SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. 0 in C 0 x F
I� I INLET 12 BELOW FLOW LINE, 6 ABOVE FLOW LINE o 41o a E
1 E w .-
1 2 BEDROOM HOUSE @ 110 GPD/BR = 220 GPD. » OU LET 14" BELOW FLOW LINE, 6" ABOVE FLOW LIN Wa'IhIIII dyIYiII�4fIIIhIa InIYII diYYl'i Ci 11
a I DESIGN FLOW: >
1 I I 3 Alli SPACE ABOVE T TO TOP OF TANK W YV4„ Ytl161"(III WI,IIY
_ I i SLAB ON GRADE L BACKWASH DRAIN ET SHALL BE WyWW
1 IN 10 MINUTES MAX PER SPECIFICATIONS
CONNECTED TO THE SEWAGE SYSTEM NO SUMP -,CONDENSATE, WATER
ASSI.J�AFD PERC. RATE OFF NO NECF, FOOTING, FLOOR, COOLING WATER, PUMP, .0 DE S, TC , 9� RK IS TO AND IN AS AC SH DAN
- &
EXISTING SEPTIC I 1 I a NO A C R NCE
s , ' i , _ SOFTE ER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. a WITH MANUFACTURER'S
TANK TO BE L_� i_� " DESIGN APPLICATION RATE:
REMOVED ' 1,�` — 10' MIN USING A DESIGN RATE OF 1" IN 5 MINUTES, THE APPLICATION RATE IS .95 GPD/SF OF BED THERE, SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF RECOMMENDATIONS, TRADE _
1 10 MIN. , -- --J SETBACK CLASSIFIED BODY OF WATER.
I ASSOCIATION PUBLISHED
NEW 1,000 gal 12' 10i i I FROM , O.G SYSTEM DESIGN: y RECOMMENDATIONS AND 1
SEPTIC TANK I ' FOR ELJEN IN—DRAIN SEPTIC SYSTEM REQUIRED SF OFI = GENERALLY ACCEPTED LOCAL
HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM � CONSTRUCTION INDUSTRY
ABSORPTION BED = 220 GPD/.95= 232 SF - 10 MODULES REQUIRED
I z I I SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26I PRACTICES. 32
1 I USE 3 ROWS OF 4 MODULES= 12 MODULES AT LENGTH OF WITH �GHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD:
o ABSORPTION BED = (4/ROW X 4'/MODULE)+ 2' PERIMETER SAND= 18' 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. 3
N z I WIDTH OF ABSORPTION BED=232 SF/18 -12.9
SPACING: CENTER-TO-CENTER=4.30'; CENTER-TO-OUTSIDE= 2.15' THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO r
1 COVERED PORCH i y
R C - J ..91111IIIJiliu l'IPdI'.hGW�I Ily1d WIBhWW..j
N r II i FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK �I:�,�III,I�,�YII�,���Y�II'
OMANI III1,1110.11 44lIL1YLL!Y IW'.YIIJ�I
CAI (NO FOUNDATION) w MAINTENANCE CAN RESULT IN CLOGGING OF THE -TANK AND SEWAGE BACKUP INTO
3 �- THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
1 1 a PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
�
1 1 , SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
f ' 0 TEST PIT INFORM TI,O N THE SEPTIC TANK,
TEST PIT INFORMATION TAKEN — 25 MAY 2016 BY THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
M ETHAN P. HALL RUCINSKI HALL ARCHITECTURE THE L qT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS �i
MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
o I PAVED - EXISTING HOUSE I C HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM.
1 DRIVE A FOR
OR REPLACEMENT.
SPECIFICALLY _
- �- - - FU
--
L.,__.
s; 0-6" TOPSOIL
DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING ,BUT NO LIMITED TO:,
6-18" FILL-SOME ASH DEBRIS LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW 4_4
RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES.
- 18-28" MEDIUM/DK BROWN SAND/GRAVEL
28-48" REDDISH BROWN SAND -
SEPTI•v TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE
48-54" MEDIUM BROWN SAND/GRAVEL -
1 ACCUMULATION- BY THE HOMEOWNER OR A QUALIFIED.SEWAGE HAULER. •THE = v
I AMOUNT OF BUILD-UP NOTED AT EACH INSPECTIONSHOULD. BE 'RECORDED AND
NO MOTTLING ENCOUNTERED MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE
NO WATER, NO ROOT LINE BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF.".THE OUTLET _
1 ; POSSIBLE EXISTING DRYWELL ADJACENT " "
BAFFLE OR SANITARY T . THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY -
CHAMPER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN .SERIES. MOST TANKS
SHOU D BE PUMPED OUT EVERY TWO TO THREE YEARS.
WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, THOUSE SEWER
PERCOLATION TEST INFORMATION
CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES TEES THAT HAVE
DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. _ dj
LAWN I ` TEST PIT INFORMATION TAKEN - 25 MAY 2016 BY CRAG ED, OR BROKEN LINES MUST BE REPAIRED OR REPLACED.
1 1 - S I ALL ARCHITECTURE
E N P. HALL RUCIN K H A
ETHAN
I i � � � e
ANY CiOMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BEA =
I ' I DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR
1 I C�`T'® 1 DISINFECTED AFTER BEING PUMPED OUT. = C�
1 1 1 I- 1 �.
j 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES _ 3
j ,� „
ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND
1st TEST 3 -02 3rd TEST 3-10 MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED t'-
- - - - 2nd TEST 2'-47" INTO IHE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
45.00' S 00`24'39" E = 3
DO NQT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC
SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS e
OR GLEANERS INTO SINKS OR TOILETS.
! WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN ;THE EVENT OF PUBLIC -
SEWEFS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE 'TANKS SHOULD BE ,
REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT '.FUTURE 'CAVE-1N. I I:I' Iutldllliulu'III IUlbdl 'II IVmIirliYdViIIIWll:11WY,YIVIIiIYI" iY Ii.,l Y r
-
NO VE-IICULAR TRAFFIC OR PARKING SHALL BE ALLOWED t ON ANY PORTION OF
THE A3SORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
FINAL GRADE SHOULD BE GRADED SQ AS TO DIVERT ANY RUN ''OFF AWAY FROM
MALLORY A VjE THE ABSORPTION FIELD.
1 o
1-
FILE COPY
CAD FILE NAME_.
ACAD\IBS\WADSW0RTH\C-1
I 4 1
I
i IAU
G 3 SCALE AS NOTED
SI TE LAN
_ 10°
DRAWN BY '
`- DRAWING TITLE
r SITE PLAN
TOWN OF Q "EN'y �'UI ��� ����� � AND SEPTIC
BUILDING; & a:0�' �`-�
t DESIGN
Reviewed E
NOTES
DRAWING No. e
309.6-1-55 SEP 588-2016 ' I C- 1
Rose Wadsworth (Sanitary'Sewer) "
47 (Mallory Avenue
Replacement Septic System
'81WIIIDill Vu Hill 610tlLILyIII11111WIIIIN11.d!f1IIU al.,j1h,:IA IliBr&'I
I
i
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SEED AND LOAM Nod DESCRIPTION DAl
REVISIONS
CLEAN FILL GEOTEXTILE
PER DESIGN i, f�, FABRIC '� N
- -�C +� o
V �
Lu C
RECOMMEND ALL ACCESS 711N III I I III I z
APPROXIMATE FCLEANOUT OPENINGS W o a
BE RAISED TO 6 BELOW
FINISH GRADE PER DESIGN SPECIFIED SAND SPECIFIED SAND w
FINISH GRADE.
WV
z
PER DESIGN PER DESIGN PER DESIGN 4 -
� a
Li
CID o �
az
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WG
E
„
TYPICAL BED SECTION a ao Q o c
d w
CC — :300 cco r- a z
t)
n LIQUID LEVEL TO EFFLUENT _ ro o U- P
o
MIN. SLOPE } TANK az � o z
1/4" PER FOOT _i6N. SLOPE
5 0 1;3" PER FOOTCD
U N !n CD CO Q z
INLET & OUTLET-3 z' a L_ `= a
BAFFLES —` c -
w_ v U x E
tY w C9 >tL w
�-�---Q-z \ �✓ o ,�- o c� E
d muu wild
SEPTIC TANK ®= w
boa
'
WORK IS TO BE AS SHOWN
BY FORT MILLER OR �_ ' r-0EQUAL --' NOTED AND IN ACCORDANC
MINIMUM 2x WIDTH
MAXIMUM 4x WIDTH WITH MANUFACTURER'
RECOMMENDATIONS, TRAD
ASSOCIATION PUBLISHE
PROVIDE 3" SAND OR o ° RECOMMENDATIONS AN
GENERALLY ACCEPTED LOCA
PEA GRAVEL UNDER TANK
CONSTRUCTION INDUSTR
PRACTICES.
SEPTIC TANK DETAIL
N.T.S. SEED AND LOAM TO PROTECT FROM EROSION
1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK / ,mil/tel ��/// EM
PER APPENDIX 75-A �
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE GEOTEXTILE FABRIC
TANKS SHALL HAVE INLET AND OUTLET BAFFLES, AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. CLEAN FILL
SANITARY TEES OR OTHER DEVICES TO PREVENT
THE PASSAGE OF FLOATING SOLIDS AND TO MINIMIZE PER DESIGN
DISTURBANCE OF SETTLED SLUDGE AND FLOATING 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR r J 1
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS
SCUM BY SEWAGE ENTERING AND LEAVING THE TANK. Y
OUTLET DESIGNS SUCH AS GAS DEFLECTION BAFFLES ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS 7+1
ARE STRONGLY RECOMMENDED IN ALL TANKS. NECESSARY TO ACHIEVE A STABLE FOUNDATION.
INLET AND OUTLET BAFFLES SHALL EXTEND A MINIMUM _ PER PER �.
OF 12 INCHES AND 14 INCHES RESPECTIVELY, BELOW 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY C ESIGN = cH
THE LIQUID LEVEL IN TANKS WITH A LIQUID DEPTH OF LESS CONSTRUCTION_ DESIGNED FOR H-20 WHEEL LOADING. DESIGN - 0
THAN
40 INCHES AND 16 AND 18 INCHES RESPECTIVELY; IN - $ -
SPECIFIED SAND
TANKS WITH LIQUID DEPTH OF. 40 INCHES OR ,GRE:ATER.
THE DISTANCE BETWEEN THE OUTLET BAFFLE AND;,THE ` 6" y
OUTLET SHALL NOT EXCEED SIX INCHES. BAFFLES SHALL BE3
CONSTRUCTED OF A DURABLE MATERIAL NOT SUBJECT TO VIIN. « "
CORROSION, DECAY OR CRACKING. PER DESIGN ----
TYPICAL VERTICAL SEPARATION
I
CONCRETE OR STONE
MARKER ABOVE ALL
BURIED COVERS
} GRADED RECOMMENDED. 1
INLET BAFFLE 12" MIN. COVER OVER ' a O
ALL STRUCTURES I r�
�1 #1 DISTRIBUTION BOX
BY FORT MILLER OR
II EQUAL -
FROM EFFLUENT--- I " r� I
TANK
4 PVC y
y r «° ° p,0 ALL OUTLET INVERTS 6�� MIN. GSF
° TO BE SET ATpU LE 6 MIN. DISTRIBUTION
PEAT EXACTLY THE SAME -'� BOX
ELEVATION.
GRAVEL
(USE OF SPEED LEVELERS
REQUIRED)
DISTRIBUTION B 0 X PER DESIGN
N.T.S. 'i\� \ \\\\\�\�\\\\\x \�\\\\� NATIVE SOIL j
PER DESIGN I I I ISI i I ( I SPECIFIED ;±
SAND
I
0
PER DESIGN
PER DESIGN �- - --
CAD FILE NAME
i ACAD\I13S\WADSW0RTH\C-1
SCALE AS NOTED
TYPICAL BED PLAN VIEW IDRAWN BY
DRAWING TITLE
en.
a SEPTIC
DETAILS
s
�• r LX.
NOTES
DRAWING No.
C- 2
RUCINSKI HALL ARCHITECTURE
Ronald Richard Rucinski
Ethan Peter Hall ?y1
134 Dix Avenue
Glens Falls NY 12801
Voice 518 741 0268
Fax 518 741 0274
Email ephall@nycap.rr.com
Septic Install for Wadsworth Residence—47 Mallory DriveP 20 11.
September 2016
tTOrWNOF
EUVE
John O'Brien —Town of Queensbury Building Department742 Bay Road 302017Queensbury NY 12804
QUEENSBURY
Re: Septic Installation for Wadsworth Residence—47 Mallory DriveG& CODES
John,
At the above referenced project location I observed the installation of the sewage disposal system
including the septic tank, distribution box and Eljin pods prior to back fill. All items appear to be
installed in accordance with the construction documents and are acceptable to this office.
If there are any additional questions please call to discuss.
Regards,
Ethan Peter Hall
Architect `s
i
Y:\Ivan Bell Septic(IBS)\Wadsworth Septic\Letter Sept 2016.doc 1
N
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Cl.
O
GRADING NOTES M
� IVERAL MOTES
L,
BEFORE ANY CLEARING OR GRUB
! 1 RING OF THE SITE IS INITIATED, AND DURING INFORMATION SHOWN ON THIS DRAWING I5 TAKEN FROM --
EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM A PLOT PLAN DRAWING PREPARED BY VAN DUSEN & STEVES
° � o
CL
AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR LEGEND
FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. a
1 — -- - - - - — PROPERTY LINE 10
ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- ---------------------- 10'-0 0 AS-BUILT PLAN 13 SEPT 2017
ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE
" PROPERTY LINE SETBACKS No. DESCRIPTION DATE o
SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER REVISIONS
CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE E -E -E -E UNDERGROUND ELECTRIC SERVICE
HA
ss —ss —ss —ss SANITARY SEWER
!S S
E
T� �-
T SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT —w —w T w _w o
TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER WATER SERVICE W N Q
-;
GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE.
E/P EDGE OF PAVEMENT D WI Z v
NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING = z
OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND �/ z Q
UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) SEWAGE DISPOSAL S`! STEM 0 TE S
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 bj V) Z) o
POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. r o
THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING z :Ja
c, CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE 0 ¢ 4
45.01' N 00'08'39" E m ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE TOWN BUILDING INSPECTOR. o
- - - - -- -,A-• -- GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL.. � o o _ m
z
DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS ,� o Z
-� FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE ._J o To
1 a 1 SWALES AND DITCHES. DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUALc
uj °
1 HOUSEHOLD SYSTEMS APPENDIX 75-A. W co r, o a o _ m
-_____ _ _ ___--
------------10' P.L. SETBACK I - o o uj w
- - - 1 '^ GRAVEL. SET ON A LAYER OF COMPACTED PEA STONE OR WASHED o ° ' a W ~ _ >
SEPTIC TANK TO BF < o -
i- z r
GARAGE ! 1 ! I ; l10 1 10 1
l l 1 1 I t i v ¢ woo a
a-
11--pi -��-��-� '� SYSTEM DESIGN CRITERIA SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. a- v v
1 I INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE z7 c o`'-
I 1 DESIGN FLOW: „ „ D o v C Q = o
�0 1 „ OUTLET 14 BELOW FLOW LINE, 6 ABOVE FLOW LINE o M T °o E
2 BEDROOM HOUSE @ 110 GPD/BR = 220 GPD. °'
i I I
1001
3 AIR SPACE ABOVE T TO TOP OF TANK r w >ti w
SLAB ON GRADE ASSUMED FERC. RATE OF FILL: NO ROOF, FOOTING,' FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE
- ; ! 1 IN 10 MINUTES MAX. PER SPECIFICATIONS CONNECTED TO THE. SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
EXISTING SEPTIC ;_ ; ! + ` ; i SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. WORK IS TO BE AS SHOWN &
TANK TO BE I L_� t--r-J __i_� r I DESIGN APPLICATION RATE: NOTED AND IN ACCORDANCE
REMOVED ' ►�' 10' MIN USING A DESIGN RATE OF 1" IN 5 MINUTES, THE APPLICATION RATE IS .95 GPD/SF OF BED THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OFA WITH MANUFACTURER'S
I 10 MIN. , -- -- 1 1 SETBACK CLASSIFIED BODY OF WATER. - RECOMMENDATIONS, TRADE
NEW 1,000 gal - 12'�lO j i 1 FROM S-0.G SYSTEM DESIGN: ASSOCIATION PUBLISHED
SEPTIC TANK FOR ELJEN IN-DRAIN SEPTIC SYSTEM REQUIRED SF OF RECOMMENDATIONS AND
HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM
1 ABSORPTION BED = 220 GPD/.95= 232 SF - 10 MODULES REQUIRED SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 GENERALLY ACCEPTED LOCAL
USE 3 ROWS OF 4 MODULES= 12 MODULES AT LENGTH OFWITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: CONSTRUCTION INDUSTRY
ABSORPTION BED = (4/ROW X 4'/MODULE)+ 2' PERIMETER SAND= 18' '� " PRACTICES.
4 0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16- PER FOOT, CAP ALL ENDS.
04 z I WIDTH OF ABSORPTION BED=232 SF/18' =12.9'
1 SPACING: CENTER-TO-CENTER=4.30'; CENTER-TO-OUTSIDE= 2.15' THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO
I c COVERED PORCH 1 FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
104
0° I (NO FOUNDATION) I w MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
0, THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
:r I 1 o PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
00 I I p SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
00 TEST PIT INFORMATION THE SEPTIC TANK.
Z TEST PIT INFORMATION TAKEN - 25 MAY 2016 BY
THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR 00
M ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS O
MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
® PAVED EXISTING HOUSE i HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM.
1 DRIVE I THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR
I . ' oTP— - FUTURE EXPANSION OR REPLACEMENT. ; F __-
� DWELLING I
I I 0-6" TOPSOIL S TO H AVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:� m
1 j 1LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW ,
6-18 FILL—SOME ASH DEBRIS RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES.
— — 1 18-28" MEDIUM/DK BROWN SAND/GRAVEL N
28-48" REDDISH BROWN SAND SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE
1 1 48-54" MEDIUM BROWN SAND/GRAVEL ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE ^
I 1 AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND p�
NO MOTTLING ENCOUNTERED MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE
NO WATER, NO ROOT LINE BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET vs CJ 4�
1 I POSSIBLE EXISTING DRYWELL ADJACENT BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY '*
CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS N
ISHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. Q)
1 WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER con
PERCOLATION TEST INFORMATION
CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE >
DETERIORATED AND;NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED.
LAWN I TEST PIT INFORMATION TAKEN - 25 MAY 2016 BY CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. N
I 1 ETHAN P. HALL — RUCINSKI HALL ARCHITECTURE
1 ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A
DEC PERMITTED SEP1TAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR .
P T— DISINFECTED AFTER _BEING PUMPED OUT.
1 1 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES czt�
- - ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND d'
1st TEST 3'-02" 3rd TEST 32-1011 MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED
- - -- - - -- 2nd TEST 2'-47" INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. r�
x45.00' S 00'24'39" E
DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC
SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS
OR CLEANERS INTOISINKS OR TOILETS.
WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN.
NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. A�\P� 0
FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM �Q
MALLORY AVEp THE ABSORPTION FIELD.
� [9 7 c�D
I
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:
SUN .10
I.OWN'017 0UEENSBUfV
BUILDING&COQE
CAD FILE NAME
ACAD\I8S\WADSW0RTH\C-1
SCALE AS NOTED
SITE PLAN THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
AND IS IN RED INK. ONLY SEALS IN RED INK
1" = 10'-0" SHALL BE CONSIDERED TRUE ORIGINALS- DRAWING TITLE
SI TE PLAN
AND SEPTIC
��� X^� �.��•�_ DESIGN
NOTES
j0p Ix� DRAWING No.
C- 1