BOTH-000336-2015 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: BOTH-000336-2015 Date Issued: Wednesday, August 10, 2016
This is to certify that work requested to be done as shown by Permit Number BOTH-000336-2015
has been completed.
Tax Map Number: 295.19-1-17
Location: 6 PINEWOOD AVE
Owner: Marie Scarselletta
Applicant:
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 l /
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: BOTH-000336-2015
Tax Map No: 295.19-1-17
Permission is hereby granted to: IBS Septic
For property located at: 6 PINEWOOD 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
Tvce of Construction
Owner Name: Marie Scarselleua Septic Disposal $0.00
Owner Address: 6 Pinewood AVE 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
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,November 10,2016
(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 of eens / / �ilond 16,2015
SIGNED BY: a-yj'rt� /aJ for the Town of Queensbury.
Director of Building&Code Enforcement
BOTH 000 336-2015
` Marie I.Scarselletta
(IBS Septic)
Community Development Offic 6 Pinewood Avenue
Town of Queensbury ^ 742 Bay Roa • Qt e�t Residential Septic Alteration
- R' J–t lvur�� t t
Office Use ODly El. I ? CODES
TAX MAP NO. PERMIT NO. PERMIT FEE
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT. A PERMIT MUST BE OBTAINED
BEFORE WORK BEGINS-APPLI ATIO ! IS SUBJECT TO REVIEWBEFOREISSUANCE OF A VALID PERMIT.
OWNER: �I INSTALLER: --t-+ `
ADDRESS: ✓� O(� ADDRESS: U r `
PHONE NOS. PHONE NOS.
LOCATION OF INSTALLATION:
RESIDENCE INFORMATION:
NO.OF COMPUTATION = TOTAL DAILY FLOW
YEAR BUILT OOHS X Gallons per bedroom GARBAGE G
1980 or older X 150 = INSTALLED?
1981-1991 X — 130 = A SPA OR HOT"1116,�
1992-preserd X 110 = INSTALLED? A) _
PARCEL INFORMATION:
./ TOPOGRAPHY: FLAT RO NG STEEP SLOPE %SLOPE
LOAM CLAY OTHER
✓ SOIL NATURE: SAND 1\I I�
✓ GROUNDWATER: ATWHATDEPTH?
✓ BEDROCKnMPERVIOUS MATERIAL.: AT W DEPTH?kh—
\
✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL of we0:water supply from arty septic system absorption is: v ft
✓ PERCOLATION TEST: RATE IS PER FAINUTE PER INCH(mpli (Test to he completed by a licensed professional
engineer or architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a ficensed professional engineer or
architect(unless installed in a Planning Board approved subdivision). _
TANK SIZE 1000 GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,
spa or whirlpool tub
SYSTEM IAE. 1
GIABSORPTION FIELD(WITH NO.2 STONE) Total length lu—tt. Each trench
❑SEEPAGE PITS)(WITH NO.3 STONE) How many? _ Size? Iy _
❑ALTERNATIVE SYSTEM Bed or other type?
❑HOLDING TANK SYSTEM Total required capacity? . IVTank size? Number of tanksV4
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL
INSPECTION AGENCY_ PLEASE REVIEW LIST PROVIDED.
For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval
granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or
Circumstance known by or on behalf of an applicant,shall be void.
I have read the regul lions with respect to this application and agree to
abide by these a requiremerd 3 of the Town of Queensbury (VlSrr
ESTIONS? CALL 761-8256 OR EMAIL
Sanitary Se posaI Ordinance. ly I r codes(doueenshutv.net
h1 OUR WEBSITE FOR MORE INFORMATION
Sig on Responsible to www. uuenensburv.net
BOTH 000 336-2015
Marie I. Scarselletta _
(IBS Septic,
6 Pinewood Avenue Q
Residential Septic Alteration
2'-0" 4'-O" 2'-0" 15% MAXIMUM _
GENERAL NOTES ttii
CUSS SLOPE INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM -
CONCRETE OR STONE ON SLCIPED SITES WARREN COUNTY TAX MAP INFORMATION. FILE C CD
MARKER ABOVE ALL OVERFILL TO ALLOW - Ln
,�EI'TIC PLOT FLAN
BURIED COVERS FOR SETTLEMENT LEGEND I HAVE SEEN OR OBSERVED ALL ONJEC
FINISHED RECOMMENDED.
GRADE - - - - TREES, FENCES, E
PROPERTY-LINE SHOWN ONOTH S�DOCUMESUCH AS , NT,I HAVE PERSONAL
FA11, ED
�-------------- NCESE1�fORTH
M Fit DISTA ON THIS DIAGRAM
- PROPERTY LINE SE A N;�'-
INLET BAFFLE 12" MIN. COVER OVER - - l
SI- A URE p,
ALL STRUCTURES o EARTH /- UNTREATED BUILDING PAPER, — E E E — ELECTRIC .SERVICE o
#1 DISTRIBUTION BOX 2„ MIN-- _ FILL OR GEOTEXTILE. }}j No. DESCRIPTION DATE N
BY FORT MILLER OR co 1 EDGE OF PAVEMENT - - 1j
EQUAL 4.. PERFORATED E/P = o
FROM SEPTIC p M LATERAL — W w W — WATER SERVICE REVISIONS
.4 VC z
I.' i Q � �
o$oa oo - PERCOLATION TEST RESULTS'_.✓✓
` ALL OUTLET INVERTS �j�,-�
- -
O
°0oav°oo TO BE SET AT �� �ro060 0 6O� onv N \ 3/4" TO 1 1/2" i. - W N r
PEA J EXACTLY THE SAME z CRUSHED STONE PERGrJLATION TESTRP�RFURMED 7 OCC ITEC BY � �V 2015
ETHAN P. HALL CINSKI HALL AR HITECT R
' GRAVEL ELEVATION. 6,-U. j TOW
ClIJT E 1 F3UFZY `� a -
(USE OF SPEED LEVELERS 1 DEPTH STABILIZED RESULT . BUILDING CODa�S I I— D = Z
ENCOURAGED) 04 in inches per one inch drop z Q F
20 1 40 W
a W
I A h = TEST PIT DATA ° W0
9 p p r p MAXIMUM SEASONAL HIGH— Z
F. [ D I S TI t I B U I I ON [�O X GROUNDWATER ELEVATION Z = N
t I'
-- TRENCH , WEST PIT PERFORMED 7 OCT 2015 BY IBS SEPTIC = U0,, QN.T.S. VjTNESS BY ETHAN P. HALL RUCINSKI HALL ARCHITECTURE aZ
U_STANDA \D ADSORPTION SECTION < z
-
fu
N.T.S. TPS -' ao
0- 15 Inches, topsoil o E w W %
15-28 Inches, rued. brown reddish medium sand
E)= Q N N F � 0 N
mn - m
28 -54 Inches, light brown beach" fine sand _ cWBARRIER MATERIAL
on-
12 MAX. I I I I , I I I I I—i I " BUILDING > �.� �. _ _ O n o -
I Roots to 38 below grade � V9 �J/ ' w o > LO L- > Z =
No water seeping - No mottling encountered �' a _�y ./ AI #, '� �, `� a a , Q co
2 MIN. �OO�o SLOP 6 MIN �_. — n o �n m ' -
- -
SEPTIC SYSTEM DESIGN = t� _ � ¢ o
CQ00 n
100: E �i jCK� C7
DESIGN FLOW - EXISTING 3 BEDROOM HOUSE WITH STANDARD TOILET o L cw `a o o E ~
FIXTURES AT 13q gpd PER BEDROOM = 39U gpd
oCn�cPr�O�U' 4" PERFORATED PVC LATERAL,
SEPTIC TANK 1,000 gal TANK REQUIRED (IN RESIDENCES WHERE A
SLOPE 1/16"-1/32" PER FT. GARBAGE DISPOSAL IS TO BE INSTALLED AN ADDITIONAL 250 gal. OF - WORK IS TO BE AS SHOWN &
CAPACITY WILL BE PROVIDED IN THE SEPTIC TANK)
NOTES: 7 NOTED AND IN ACCORDANCE
1. END OF ALL DISTRIBUTOR PIPES MUST BE ABSORPTION FIELD - 1 to 5 MIN. PERC. RATE - APPLICATION RATE - WITH MANUFACTURER'S
PLUGGED UNLESS INTERCONNECTED. 1.2 cjal/day/ss1. ft. - 390 gpd DIVIDED BY 0.9 gal/day/sq. ft, _ RECOMMENDATIONS, TRADE
" 325 'sq. ft. OF TRENCH REQ'D, AT 2' WIDTH PER LATERAL. USE 4 LATERALS ASSOCIATION PUBLISHED
2. ALL LATERALS TO BE OF EQUAL LENGTH. AT 45' = 360 sq. ft. OF APPLICATION AREA. = RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCSTANDARD ABSORPTION TRENCH PROFILE.
!SEWAGE DISPOSAL SYSTEM NOTES = PRACTICES.TION INDUSTRY
a` N.T.S. THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING
k' CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE
y' TOWT'I OF QUEENSBURY.
I DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS
1 SHALL COMPLY WITH THE LATEST EDITIONS) OF THE NEW YORK STATE
DEPARTMENT OF HEALTH WAS-IEWATER TREATMENT STANDARDS - INDIVIDUAL
HOUSEHOLD SYSTEMS APPENDIX 75-A. 72
I
> {,' :i•' • o i SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED
GRAVEL.
I SEPTIC TANK TO HAVE SCH 40 PVC T AT INLET AND OUTLET.
00
4t - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE
., 6..
- OUTLET 14" BELOW FLOW LINE, ABOVE FLOW LINE• �+
- _ _-
- -3 A.-2 'SPACE FIBCDVE- 1 TO 'TOP CF Tk,ivK
y
4.' •' INO OOF, ,FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS ETC., SHALL BE
r ;f; CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER = .� ►�
SOFTENER ',OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
VD Q�
THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A
CLASSIFIED BODY OF WATER. _
HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM
SLOPE_ 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26
WITHTIGHT JOINTS, MINIMUM PIT'CH 1/8" PER FOOT. SANITARY DISPOSAL FIELD:
t
- -- - - i
4"0 I)ERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP .ALL ENDS.
I FILL MATERIAL TO BE CLEAN SANDY LOAM WITH A PERCOLATION RATE OF
BETWEEN 10 AND 15 MIN FOR 1". (WHERE REQUIRED) - -
I THE B,BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO
{ j FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
APPROX. TREE LINE I MAINJENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
I { THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TOct
PERICIDICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL O
"_� - -- ! - I I I SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY = O
t �'
Y _ I ► THE T'EPTIC TANK.
PAVED DRIVE
THIS (DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE''DISPOS L O = �+
A NLY FOR
{ THE Ir OT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS a
z f { MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF �
I POOL HEALTTi AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM' THE SEAL AND -
SIGN/ITURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE
EXPA"ISION OR REPLACEMENT.
! p Y -
{ NO GARBAGE GRINDERS ALLOWED UNLESS INSTALLED IN INITIAL ';CONSTRUCTION OF
THE I,iOME AND THE SEPTIC TANK SIZE 'IS INCREASED BY A MINIMUM OF 250
R , ► NEW TILE 'FIELD { GALLONS. -
# I (4) LATERALS AT 459 w w 4
rr.......... rr�ii
SEPTIC, TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDG
--"� ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED 'SEWAGE HAULER. ' THE
I AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED A D ' `a
{ MAIN(AINED BY THE HOMEOWNER, THE TANK SHALL BE PUMPED WHENEVER E '
{ BOTTf?M OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET
" BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY
20-O MIN' T CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TA .
SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. ;1
WHENI SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER
CONNIECTION AMD OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
___.�,^^ _ _,`_ .�___--- -.---- •, DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. y �-
- + CRAC<ED OR BROKEN LINES MUST BE REPAIRED OR REPLACED.
- I IN
_ 110 ANY t OMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A
- - - _ I DEC I,ERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR
- --� _ _ - �' DISINFECTED AFTER BEING PUMPED OUT. CAD FILE NAME
d ACRD\IB5`�BALFOUR\C-1 511EPLAN
SEPiTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES _ SCALE
I 4 I a NEW DIST. BOX. ' - ------ -
ARE UNNECESSARY FOR THE PROPER OPERATION OF HOUSEHOLD SYSTEMS AND =_ AS NOTED
Y` " o - MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO 'BE DISCHARGED
r°
I INTO �`HE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. DRAWN BY
EXISTING SEPTIC TAgK
TO BE REUSED DO NOT DISPOSE OF EXCESS HOUSEHOLD GREASE OR FAT INTO THE SEPTIC DRAWING TITLE
/
SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF HOUSEHOLD `CHEMICALS
t,P
/ OR IC EANERS INTO SINKS OR TOILETS. SEPTIC PLAN ,
PLOT PLAN SWHENEVER EWERS AREEPISTALLED< TOTO BE ABANDONED IN ;THE EVENT OF PUBLIC NOTES
HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE ,
REMO�ED OR PUMPED OUT ANU FILLED WITH SOILS TO 'PREVENT FUTURE'.CAVE-IN.
N.T.S. ' SECTIONS
NO ''VEHICULAR 'TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTON OF -
THE /BSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. _ DETAILS
FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM
THE /.BSORPTION FIELD.
DRAWING No.
C 1
�'
a,:
RUCINSKI HALL ARCHITECTURE
Ronald Richard Rucinski
Ethan Peter Hall
134 Dix Avenue �JG
Glens Falls NY 12801
Voice 518 741-0268 nV is ❑ Ci' L;
11,
Fax 518 741-0274 IJ —
Email ephall@nycap.rr.com II
NOV 015. U
Transmittal TOWN , UEENSBURY
BUILDING & CODES
To: Marie Scarselletta
From: Ethan Hall
Date: 15 October, 2015
Re: Septic replacement design —6 Pinewood Ave
Enclosed please find two (2) copies of design plans for the replacement sewage disposal system at
the above referenced project location. These plans are for your files.
Additional copies of these plans have been delivered to IBS Septic & Drain for their use in obtaining
permits for the system installation and for scheduling of the work. Please contact IBS with any
questions pertaining to the scheduling.
Invoice for our services is also included. If additional field work is required for confirmation of"as-
built" conditions by the municipality issuing the construction permit additional fees may be required
and would be invoiced separately.
If there are any questions regarding these plans please contact our office to discuss.
Please note that as of October 26, 2015 our new office address and contact numbers will be
changed to the numbers and addresses listed on this transmittal. Until that date our contact
number will be 518-580-1905 and we will be located at our current address at 627 Maple Ave,
Saratoga Springs NY 12866.
Y:Vvm Bell Septic(IBS)\Sca elletta Septic\l'rmsmittal 15 Oct 2015.doc 1
2,_a,, i GENERAL NOTES
4 -0 2 -0 _ 15% MAXIMUM
CROSS SLOPE INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
CONCRETE OR STONE ON SLOPED SITES WARREN COUNTY TAX MAP INFORMATION.
MARKER ABOVE ALL OVERFILL TO ALLOW
BURIED COVERS FOR SETTLEMENT LEGEND
G N [fD RECOMMENDED. L
� RA
PROPERTY LINE
�' ——————————————— PROPERTY LINE SETBACKS
INLET BAFFLE 12 MIN. OVER OVER ALL STRUCTURES O EARTH UNTREATED BUILDING PAPER, _ E E E — ELECTRIC SERVICE
} #1 DISTRIBUTION BOX f- FILL �- OR GEOTEXTILE. 0 AS-BUILT 9 AUG 2016
' BY FORT MILLER OR 2 MIN.---iEDGE OF PAVEMENT No.l DESCRIPTION I DATE
I I EQUAL 4" PERFORATED E/P
REVISIQNS
FROM SEPTIC-----� 4" PVC n z LATERAL — W w w — WATER SERVICE
TANK I , - -
r o o ALL OUTLET INVERTS 6&0�0
� j�D� PERCOLATION TEST RESULTS
006 TO BE SET AT n o OOQc>o o, �— 3 4" TO 1 1 2".00
a >_
/ PERCOLATION TEST PERFORMED 7 OCT 2015 BY a
PEAL--jEXACTLY THE SAME z CRUSHED STONE ETHAN P. HALL — RUCINSKI HALL ARCHITECTURE 3 -
GRAVEL ELEVATION. W Z
(USE OF SPEED LEVELERS 6 —0 - - DEPTH STABILIZED RESULT z ~ ``
ENCOURAGED) c`ry in inches per one inch drop z
n 20 1 : 40 U-1
° Q z
f BOX
MAXIMUM SEASONAL HIGH— — TEST PIT DATA �' a Z 0
D I S TR I P U TI O 1 V BOX GROUNDWATER ELEVATION
N.T.S. TEST PIT PERFORMED 7 OCT 2015 BY IBS SEPTIC 0 4
WITNESS BY ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE
STANDARD ABSORPTION- TRENCH SECTION TP# 1
N.T.S. 0— 15 Inches, topsoil E = W
i'. 15-28 Inches, med. brown\reddish medium sand ~ s a
28-54 Inches, light brown beach" fine sand 6 z o N ¢ z W °
BARRIER MATERIAL 9 � z 0 N ` ° W 0
_ rn o v o
! V F W W
12" MAX. `7, -
AS
.;, I — =� " = oRoots to 38 below grade > opo p 0 j >
„ No water seeping — No mottling encountered v cn m�D Q < z2" MIN. o° p $6 MIN. SEPTIC SYSTEM DESIGN CJ �° �'�' °' � Q <
0.� �Oo SLOPE - o
OOQ oor�cQ c 0 —
JDESIGN FLOW — EXISTING 3 BEDROOM HOUSE WITH STANDARD TOILET d N o o 6 E
FIXTURES AT 130 gpd PER BEDROOM d 390 gpd
I n n n n n n n n n C�W ED fn >U_w
6" q�op°poCp „
oCg�noC� 4 PERFORATED PVC LATERAL, SEPTIC TANK - 1,000 gal TANK REQUIRED (IN RESIDENCES WHERE A
ak SLOPE 1/16"-1/32" PER FT. GARBAGE DISPOSAL IS TO BE INSTALLED AN ADDITIONAL 250 gal. OF _ WORK IS TO BE AS SHOWN & _
'( I NOTES: CAPACITY WILL BE PROVIDED IN THE SEPTIC TANK) NOTED AND IN ACCORDANCE
1. END OF ALL DISTRIBUTOR PIPES MUST BE ABSORPTION FIELD — 1 to 5 MIN. PERC. RATE — APPLICATION RATE WITH MANUFACTURER'S
PLUGGED UNLESS INTERCONNECTED. 1.2 gal/day/sq. ft. — 390 gpd DIVIDED BY 0.9 gal/day/sq. ft. = RECOMMENDATIONS, TRADE
1 ! 325 s ft. OF TRENCH REQ'D. AT 2' WIDTH PER LATERAL. USE '4 LATERALS ASSOCIATION PUBLISHED
f 2. ALL LATERALS TO BE OF EQUAL LENGTH. AT 45'I = 360 sq. ft. OF APPLICATION AREA. RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
I CONSTRUCTION INDUSTRY
SEWAGE DISPOSAL SYSTEM NOTES
STANDARD ABSORPTION TRENCH PROFILE PRACTICES.
N.T;S. THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING
t CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE
I. I TOWN OF QUEENSBURY.
DESIGSHALL,COMPLYRWITHON.THE LATESTMATERIAL
EDITIONSTANDARDS
OF THE NEW YORK STATE REQUIREMENTS yy
DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS — INDIVIDUAL
HOUSEHOLD SYSTEMS APPENDIX 75—A.
0 SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED
z I GRAVEL.
i ® I
� I SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. O®
' — INLET 12". BELOW FLOW LINE, 6" ABOVE FLOW LINE
— 14" BE FLOW 6" B �I
< .
OUTLET OW 9'L' W INE,
_-- SPACE ABOVE T' TO TOP --OF'-TANK
I NO ROOF; FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE
I CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
SOFTENER OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A
CLASSIFIED BODY OF WATER.
-� " — P -- I HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM °
SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: '4"0 PVC SDR 26
WITH ;TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD:
4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS.
I ! FILL MATERIAL TO BE CLEAN SANDY LOAM WITH A PERCOLATION RATE OF
I I BETWEEN 10 AND 15 MIN FOR 1". (WHERE REQUIRED) .
I
n
II j THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL' EVENTUALLY FAIL TO
I i FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. 'INADEQUATE SEPTIC TANK
I MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND ,SEWAGE BACKUP INTO +®'
APPROX. TREE UNE I Ao I I THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND ,SURFACE. FAILURE TO +
I PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL D
SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
I _ PAVED DRIVE THE SEPTIC TANK. 1
THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
I THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
I POOL \ I I HEALTH AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND
SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE
EXPANSION OR REPLACEMENT.
I
I NO GARBAGE GRINDERS ALLOWED UNLESS INSTALLED IN INITIAL CONSTRUCTION OF
THE HOME ,AND THE SEPTIC TANK SIZE IS INCREASED BY A MINIMUM OF 250
I NEW TILE FIELD - w ----
I (4) LATERALS AT 45'
SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE �� ,iriiaiiiir�/iriii��ii�iiiiiia�iiiir��iaiiiiii
ISER TO _.-- ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE
G DE WITH CARBON I AMOUNT OF BUILD—UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND y
FIL R I MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE:PUMPED ,WHENEVER THE
I BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET �v
I BAFFLE OR SANITARY "T". THE PUMP—OUT CLEARANCES ALSO APPLY TO ANY �� /
_ 20' -0 MIN' I CHAMCER IN MULTI—COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS
SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS.
i I WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER
I _ _ CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
DETEF IORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED.
CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. j
0" MIN. .
ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC
t10 I DEC P
— �-----�` ERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BENWASHED ORK MUST BE A cAD �NAM.E,DISINFECTED AFTER AFTER BEING PUMPED OUT. FILE
Z —'L ' - "----- - I ACAD\IBS\BALFOUR\C-1 SITEPLAN
TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES
ARE I�NNECESSARY FOR THE PROPER OPERATION OF HOUSEHOLD SYSTEMS AND
SCALE AS NOTED
NEW DIST. BOX. — _ — — MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED
I Q INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
DRAWN BY
EXISTING 'SEPTIC TANK
TO BE REUSED DO NPT DISPOSE OF EXCESS HOUSEHOLD GREASE OR FAT INTO THE SEPTIC
DRAWING TITLE
SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF HOUSEHOLD CHEMICALS
! / OR CLEANERS INTO SINKS OR TOILETS.
SEPTIC PLAN ,
WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
PLOT PLAN i SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE NOTES,
N.T.S. REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE—IN. SECTIONS
NO VEHICULAR TRAFFIC OR THE ABSORPTION FIELD OR THE SEWAGE NG ADISPOSAL LL BE LSYSTEM N ANY PORTION OF DETAILS
FINAL'GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN=OFF AWAY FROM , !
THE ABSORPTION FIELD. 1 �tl DRAWING NO
. ._, , 9 2016
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