BOTH-000385-2015 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-000385-2015 Date Issued: Tuesday, December 8, 2015
This is to certify that work requested to be done as shown by Permit Number BOTH-000385-2015
has been completed.
Tax Map Number: 303.15-1-13
Location: 674 QUAKER RD
Owner: James Barrett
Applicant: IBS Septic
This structure may be occupied as a: Commerical Septic Alteration
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.
0-- TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
ME Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: BOTH-000385-2015
Tax Map No: 303.15-1-13
Permission is hereby granted to: IBS Septic
For property located at: 674 QUAKER 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: James Barrett Septic Disposal $0.00
Owner Address: 674 Quaker 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
Commerical Septic Alteration
$40.00 PERMIT FEE PAID-TMS PERMIT EXPIRES: Saturday,November 26,2016
(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 Townucen n /�We d her 2,2015
SIGNED BY: ) /aJ for the Town of Queensbury.
Director of Building&Code Enforcement
Community Development Office NOV 2011
Sr
Town of Queensbury • 742 Bay Road • Queensbury, New Y •12804
Office Use On]v2 2 _ 2 2(]��rJQ�} _ G,✓DfCG
TAX MAP NO. PERMIT NfOO..O 5"2bj5 PERMIT FEE
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED
BEFORE RK BEIS. PLICATION IS SUBJECT TO REVIEW FORE ISSUANCE OF A VALID PERMIT.
OWNER: � GIS ) INSTALLER: S SQi c
ADDRESS: ADDRESS: w �•
PHONE NOS. PHO E(f1BIOS. U
LOCATION OF INSTALLATION:
RESIDENCE INFORMATION:
YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW
BEDROOMS Gallons Per bedroom GARBAGE GRINDER
1980 or older X 150 = INSTALLED?
1981-1991 X 130 = SPA OR HOT TUB
1992-present X 110 = INSTALLED?
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLI STEEP SLOPE %SLOPE
✓ SOIL NATURE: SAND LOAM CLAYN� OTHER_
✓ GROUNDWATER: AT WHAT DEPTH?
✓ BEDROCKIIMPERVIOUS MATERIAL: AT W DEPTH? VI [I
✓ DOMESTIC WATER SUPLY: MUNI`CIIPAL WELL(If well:water supply from any septic system absorption Is, ft)
✓ PERCOLATION TEST: RATE IS VV PER MINUTE PER INCH[mpl] (Test to be completed by a licensed professional
engineer or architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or
architect(unless installed in a Planning Board approved subdivision).
TANK SIZE: 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.
� 1
SYSTEM PE: I I- / G
ABSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench X c U
❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size?
❑ALTERNATIVE SYSTEM Bed or other type?
❑ HOLDING TANK SYSTEM Total required capacity? Tank sizer Number of tanks?
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 regulations with respect to this application and agree to
abide by these an 11 requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL
Sanitary, ew /gisposalOrdinance. i_ cociesnaaueensburv.net
Sign tU arson Responsible aD to VISIT OUR WEBSITE FOR MORE INFORMATION
www.oueensburv.net
RUCINSKI HALL ARCHITECTURE
Ronald Richard Rucinski
Ethan Peter Hall
G�
134 Dix Avenue
Glens Falls NY 12801
Voice 518 741 0268
Fax 518 741 0274
Email ephall@nyeap.rr.com
Transmittal
To: John O'Brien —Town of Queensbury—Code Enforcement Officer
From: Ethan Hall
Date: 4 December, 2015
Re: Barrett Auto Sales—Quaker Road —Sewage disposal system installation
At the above referenced project location this office observed the installation of the sewage disposal
system including the septic tank, distribution box and laterals prior to backfill. The system appears
to be installed in accordance with the design drawings from this office and are acceptable to this
office as installed. One item that is different than the plans provided is the carbon filter that was
installed by IBS which is acceptable to this office due to the depth at the ends of the laterals.
If there are any questions please give me a call to discuss.
`,
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Y:\Ivan Bell Septic(IBS)\Bam:tt Auto Sales\Septic Letter 4 Dec 2015.doc 1
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GENERAL NOTES
�`-,`" ,,, FILL SYSTEM DESIGN
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' QUAKER I O A D INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM CRITERIA
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RAL SANITARY NOTES:
qq �, : '�..
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A SURVEY DRAWING PREPARED BY COULTER & McCORMACK THE FIWL MATERIAL FOR THIS SITE MUST HAVE A STABILIZED PERCOLATION
RATE UI ` 1" IN 5 MINUTES MIN. THE BEST pESIGNED AND INSIfALLEU 5EP"TIC TANK SYS"TEM WILL EVENTUALLY FAIL v =
TO FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. Q
u THERE ARE NO WELLS EXISTING WITHIN 100 FEET OF THE BOUNDARY
}=t ' � OF THIS LOT EXCEPT AS SHOWN. N
THE SOURCE OF FILL MATERIAL MUST BE PROVIDED TO THE ARCHITECT _ �
PRIOR "f0 IMPORTING THE MATERIAL ONTO THE SITE. AT LEAST ONE PERCOLATION TEST INADEQUATE SEPTIC TANK M�IINTENANGE CAN RESULT IN CLOGGING OF THE TANK AND
f - -
NO SEWAGE
SHALL BE CONDUCTED BY THE ARCHITECT IN THE INSITU FILL MATERIAL AT THE BORROW BACKUP INTO HOME ANU/OR iSEWAGE OVERFLOW ONTO GROUND SURFACE. FAILURE TO PE
s' ' THERE SHALL BE NO DEVIATION FROM THESE PLANS DURING CONSTRUCTION CLEAN ;SEPTIC TANK COMMONLY RESULTS RIODICACLY
PIT TO GIVE AN INDICATION OF THE EVENTUAL STABILIZED PERCOLATION RATE, IN CLOGGING OF SOIL SURROUNDING THE
WITHOUT PRIOR APPRQVAL OF THE ARCHITECT, THE DEPARTMENT BY OVERFLOWING SOLIDS NO1 REMOVED ABSORPTION FIELD = �,
X11__ a . j ,
I 1,
' _ 11 OF HEALTH, AND THE TOWN OF QUEENSBURY BUILDING DEPARTMENT. AND THEREFORE ACCEPTANCE OF THE FILL MATERIAL BY SEPTIC TANK. _
' 3 E —E —E --O--E E
_ —E —E E —E —E —E —E
— — __ _— _
THIS DESIGN IS INTENDED TO 4PROVIDE SUBSURFACE SEWAGE DISPOSAL- -- _
T -- - Tl IE MATERIALS ANU SPECIFICATIONS NOTED ON THE PLANS MUST BE UTILIZED THE OVERALL DIMENSIONS OF THE FILL AREA AND BUFFER AREA IS PROVIDED ON SAL FOR THIS LOT ONLY. NO - _
a I r,
APPROVAL
UNLESS ALTERNATES ARE ACCEPTED AND APPROVED IN WRITING BY THE PLANS ANU SECTIONS WITH IN THESE DRAWINGS. ADDITIONS INVOLVING LIVING OF' SLEEPING AREAS MAY BE ADDED TO THIS HOUSE WITHOUT THE
OF THE BOARD OF HEALTH AND, REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. `THE SEAL AND SIGNATURE <
i}r y�t r - _
THE ARCHITECT
ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR EXP Q
At Y', _ I THE FILL MUST BE PLACED IN ACCORDANCE WITH THE FILL CONSTRUCTION NOTES BELOW EXPANSION OR REP = - o
! REPLACEMENT. �
. '^ FOLLOW ALL MANUFACTURERS INSTRUCTIONS FOR COMPONENT AND STABILIZED. THE FILL SHALL BE PLACED IN MAXIMUM LIFTS " �"�
NT INSTALLATION OF 6 AND MECHANICAL
LY NO GARBAGE GRINDERS ALLU�VF U UNLESS INSTALLED AS TNI
UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. COMPAC IED USING TRACK TYPE MACHINES (LE. BULLDOZER OR FRONT END LOADER WITI I
F1-1
, ° _ -
TIAL CONSTRUCTION
- No D E o
I DOWNWARD BLADE/BUCKET PRESSURE, OR BY USING A STEEL WHEELED ROLLER. ) THE SEPTIC TANK SIZE IS INCREASED BY A MINIMUM OF 25D GALLONS . OF THE HOUSE, AND = p REVISION =
AT "'
---1- IONS
. `.._ �' INSPECTIONS OF SANITARY FACT MECHANICAL COMPACTION SHALL BE ACCOMPLISHED TO
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.,it�i�i.,�. ,',i I ,; ,; Irk
THE APPROXIMATE DENSITY OF THE NO SUMP PUMP, CONDENSATIUhI LIPJES WATER SOFTENER, SPAS HOT �' `L' ' °y° a
UN CONSTRUCTION SHALL BE CONDUCTED UNDISTURBED BORROW PIT SOIL. TUBS OR WHIRLPOOLS SHALL
` iii iii I BY THE ARCHITECT PRIOR TU BACK FILLING PIPES, TANKS, WELL SEALS ETC. BE DRAINED INTO SYSTEM. L,:.�,.e I.,d. . ,I•,✓. , „�,,,�,J,;L,,,
aI, t °. } III
'1 PAVED PARKING , �,
r; 3 Ili li i
''' i'' YIY �' UPON STABILIZATION OF THE FILL, AND PRIOR TO INSTALLING THE ABSORPTION TRENCHES
DWELLING TO HAVE WATER ui 0 0
I?f '{ REPUTED TILE FIELD I !!! iii i{i NO ROOF, FLOOR, FOOTING, COOLING WATER, BACK WASH DRAINS ETC. SHALL BE A MINIMUM OF 2 PERCOLATION TESTS IN R Ss<\VIhJ
I THE G FIX"TURES, INCLUDING BUT NOT LIMITED TO N - 3
,`.,.: LOCATION TO BE iii iii iii m
CONNECTED TO THE SEWAGE TREATMENT SYSTEM ANU ALL DISCHARGES SHALL BE STABILIZED SHOWER LESS THAN 2 a -a
FILL MATERIAL. IF THE RATE OF THE SLOWEST PERCOLATION HEADS LOW WATER USE TOILETS, SINK FLOW R GPM Q 3
DIRECTED AWAY FROM TREATMENT AREA. ON TEST IS WITHIN THE ESTRICTORS.
TOLERANCES SPECIFIED 1- r
' ABANDONED II' r1Y J o
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t*JJ OBSERVE WATER CONSERVATIVE PRACTICES. _ z _ _ .
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1.
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1
j li ill ill I NO VEHICULAR PARKING OR TRAFFIC SHALL BE ALLOWED ON ANY PORTION OF THE UPON COMPLETION OF THE INSTALLATION
A ;11
_iii iii "' r------------------------_ SEWAGE TREATMENT SYSTEM CONTRACTOR IS REQUESTED TO INSTALL SAFETY FENCE BACK FILLING THE
z -
T10N OF THE ABSORPTION TRENCHES I
0 0 - - v1
` CRUSHED STONE 1r-it-I'+� 1 ° °; CONTRACTOR MUST NOTIFY THE ARCHITECT TH AND PRIOR LE - z<
SEPTIC TANKS SHALL BE INSF�EC'fEU ANNUALLY TO DETERMINE SCUM ANU SL ° a z - `
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AROUND THE PERIMETER OF THE SEPTIC AREA TO ELIMINATE TRAFFIC OR PARKING IN THIS AREA. THE ARCHITECT WILL AT THE INSTALLATION IS COMPLETED THE HOMED UDGE ACCUMULATION in w
`' PARKING I ' i.
;{, _,;,.::.:,, ,;; I;, ;I; 1 I WNER OR A QUALIFIED SEPTAGE HAULER. THE AMOUNT OF BY - F�'
THEN PERFORM AN INSPECTION OF THE INSTALLATION, AND TAKE TIES FOR C `''
BUILD UP NOTED AT EACH z v
AS-BUILT DRAWINGS. INSPECTION SHALL BE RECORDED AND MAINTAINED IN A RECORD BOOK. THE TANK SHALL - X '_ W o
l; \ m i i L t3E PUMPED
* � '` I YA , UPON COMPLETION OF THE INSTALLATION OF THE SANITARY SYSTEM AND INSPECTION BY . WHENEVER.THE BOTTOM z - -
'`<t',,';,i;,,.` ' i '` THE ARCHITECT, AN AS BUILT PLAN SHALL BE PREPARED BY THE OF THE SCUM LAYER IS WITHIN THREE INCHED OF U a
-'��`"' I I 1 BAFFLE OR SANITARY TEE. THE BOTTOM OF THE OUTLET a �' - Q
E ARCHITECT UPON 'ACCEPTANCE BY THE ARCHITECT, THE CONTRACTORS a
A CERTIFICATION OF THE INSTALLATION ALONG WITH THE AS-BUILT HALL BACK FILL THE TRENCHES j : - o _ a�
IES
UILT PLAN SHALL AND THEN APPLY THE TOPSOIL TO THE SYST MOST TANKS SHO 2 = V)
I i i ULD BE PUt,'IPE o _
EXISTING SEPTIC BE SUBMITTED TO 1HE TOWTJ OF QUEENSBURY BUILDING DEPARTM EM AS DESCRIBED BELOW SEEDING BY HAND OR D EVERY TWO OR T>TREE YE - o
gy I r i II I
1 i I I ARS _ 'Q. Z �,
, +r TANK TO BE 1 1 I ENT PRIOR TO HYDROSEED MIXTURE MUST BE PERFORMED WITHIN 5 BUSINESS DAYS OF THE CO a o z
i r r ' REMOVED i t T� 11 p j 1 o ISSUANCE OF A CERTIFICATE OF OCCUPANCY. ; MPLE i m
TION OF THE - o
ROVIDE NEW 1 1,000,gal TOPSOIL, AND THE AREA MULCHED. WHEN SEPTIC TANK IS POMPE[), "1HE SEPTIC TANK BAF E W � 0 - c
FLES/TEES HOUSE SEWER CONNECTION AN`D TANK "i x o
a 1 rr
rt NEW DIST. 1 1 �TRAFF SEPTIC TANK WITH i OUTLET PIPE SHALL BE INSPE�TEU. BAFFLES TEES THAT
i�c BOX i i IC LID ANU .
AS DESIGNED MUST BE REPLF�CEU. CRACKED OR BROKEN LINES MUST HAVE BE REPAIRED OR REPLACEDFORM - o o
{ i T I MANHOLE COVERS. TU i _
° ro ,0� a
Wo
O O ( < I W -
", : 1 I ----- ------__ p p _�_ GRADE AT ACCESS ANY COMPANY EMPLOYED C` _ -_ N N N o o
.:,�"°:":;' ;" ' r.-- -., PORTS ! - ; i! TO ,LEAN ANU SERVICE THE SEPTIC TANK AND SYSTEM MUST BEA �' ° °' - I
D.E.C. PERMITTED SEPTAUE H IDLER. SEPTIC TANKS SHOD ` _
MANHOLE FRAME i LD NOT BE WASH ° _ o � '
;,„ \ 1 I ED OR DISINFECTED = Z
I
BEING PUMPED OUT. AFTER �� o 4) z o s a
F 1 ' I '11, ii1 iii' I 10'-0" I AND COVER CAMPBELL _ N Q
' t;:; t;' I i •IIi ili Ili• I fi #1009 OR EQUAL PAVEMENT ! z . o _
.; a `°
as <[= a � za
I ONE STORY ;i I _ o �
' 1 I Ir a I.
SEPTIC TANK ADDITIVES SHALL NUT BE USED IN THE SEPTIC SYSTEM. ADDITIVES
�� XI° tntn F
` I 1 •i1 TFI-ill• i METAL BUILDING a - (J
��*`, ", ".1 . I 1 .11 I I ! /T. IPROPER OPERATION OF THE I IOUSEFiOLU SYSTEMS AND MAY CAUSE THE SLUDGE ANDSCUMN THE RY OSEPTIC o v v `-R THE �' X
st 1 I I11 II I JI i TANK TO BE DISCHARGED INTO THE ABSORPTION FIELD RESULTING IN PREMATURE FAILURE. w w >w w
,..,. ;:: aj al •Til `)f!' Iii'
a.', i I =
'' "' AREA
.,_:. °. ; o o i I i .iII III III. I'- OF `,. I 1 ' F1 �� I
DO NOT DISPOSE OF EXCESS HOUSEHOLD GREASE AND FAT DOWN THE DRAINS ��
�` r ca 1 , I ill 111 111 i IMPORTED SEPTIC I I I I �'
�� f Iii If.
1 WHENEVER SEPTIC
`. i i 'ill .II• MATERIAL FOR PAVED PARKING I TANKS ARE TO CSE ABANDONED LE.WH _ WO
�? 3" ( EN PUBLIC SEWERS RK IS TO 8E AS SHOWN
1' !1r 11� I I HOUSEHOLD WASTES) THE TAtJKS SHALL BE REMOVED OR ARE INSTALLED TO HANDLE &
-i, I_ I 1 ■i 1 I PUMPED OUT AND REFlLLED WITH NOTED AND IN ACCORDANCE
r"r fi z tc, I I ; 1r I NEW DISPOSAL
„ I f. I I 'li III ' ' FIELD
i:' �- n LIQUID LEVEL _ TO PREVENT FUTURE CAVE-ITIS.
' I I 'll' Ili I' MIN. SLOPE I ► TO DIST. SOIL WITH MANUFACTURER'S
I 1 III 'll II I ” i
`q " u u. 'I '" i/4 PER FOOT z I - BOX I h RECOMMENDATIONS, TRADE
I
°af i Imo'" u,• i 3 LATERALS ' z DO NOT POUR OR DUMP EXCI�SS ChIEMI(,AL CLEANERS IN THE SINK I'`i
�{
� L #t -
�� a I I -------� 60 -U 1, I o MIN. SLOPE S OR TOILETS. ASSOCIATION PUBLISHED
z 1/8 PER FOOT I - RECOMMENDATIONS AND
r " PROVIDE TREATED I I __I00 NO VEHICULAR PARI<ING OR (iRAFFIL ShiALL BE ALLOWED ON ANY PORTION OF SEWAGE DISPO = GENERALLY ACCEPTED LOCAL
w� , I LAWN 1 �'
,� , , { 6x6 BOLLARDS
_ INLET & OUTIET SAL AREA
miw 4,,i a l r' 70'-0" BAFFLES - D
DO NOT DISCHARGE ROOF DRIIPJS ONTO GROUND NEAR SEPTIC SYSTEM OR ALLO CONSTRUCTION INDUSTRY
AT 6 0 O.C. IYP. ------------ 0 W THE DISCHARGE
PRACTICES.
Jg'r,r .,P `� '
AROUND PERIMETER 24-0 I w z¢ ` FROM ROOF DRAINS TO GO OVER THE LEACH FIELD
5,; r€ ;y I Q��
{ �� , ) "
OF DISPOSAL FIELD , _ I SEPTIC TANK v x R THE SUBSURFACE`.K TO LIMIT TRAFFIC I yl CE D
ISPOSAL FIELD IS DESIGNED FOR DOMES"TIC WASTE WATER ONLY
BY FORT MILLER OR M cao THE SEPTIC FIELD IS DESIGNED t3ASEU ON THE PROJECTED FLOW�`�r`� ' PAVED PARKING I EQUAL J GREATER D W RATES ANY USE OF THE BUILD _
I
t T HAS A
`Y' CRUSHED STONE j
SUBSURFACECDISP SALFSwSTEMWA
TER FLOE THAN DESIGNED WILL REQUIRE REDESIGN OF THE A
I m"a n ww✓.,
�( , Y v
PARKI G i MINIMUM 2x WIDTH _W -.,y .d.,l'i"s� .� :�{
k r 1. N I MAXIMUM I y.l,,. .,. .. W.
'�, # ' 4x WIDTH i
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I
PERCOL�,��-ION & TEST PIT INFORMATION -
y §' -- ---------------------L-----------
I PROVIDE 3" SAND OR - 3 qc
' PERCOLATION "TEST PIT INFORMATION TAKEN 4 NOV. 2015 BY ETHAN P. HALL',
,,
{' ' PEA GRAVEL UNDER TANK RUCINSKI HALL ARCHI LECTURE WITNESS BY RICKY ADAMS OF THE `�
, fes
R EPTIC
_ k. I Y TANK D E TA I CHAZEN COMPANIES - ® -
-
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N.T.S.-
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-- - - - - -- 0-3 �'_ �� - �
-- - 18 BANK F.UrJ yGR ' r-, _ 1,v;ti:.
J AVEL^W(TH k1QULU _ . �� = ,
` ,' -0 PER APPENDIX 75-A 38-6U" GRAY CLAY ERS .1 I - - �___=�__�- _ - -- _ _ I .{, : ,,I
{° �'' s O
TANKS SHALL HAVE INLET AND OUTLET BAFFLES, Q� ►��
_ SANITARY TEES OR OTHER DEVICES TO PREVENT INSITU LAYER �T 38" BELOW EXISTING GRADE - '�
.
CONCRETE DR, STONE THE PASSAGE OF FLOATING SOLIDS AND TO MINIMIZE ��� ��/ N
PERCOLATIU = ,y !,
' MARKER ABOVE ALL DISTURBANCE OF f N
B A R R E TT I R I VE SETTLE) SLUDGE AND FLOATING vutdU 'iO BE NONEXISTENT BELOW DEPTH OF 38" _
PERCOLATION RATE OF BANK RUN GRAVEL L
BURIED COVERS SCUM BY SEWAGE ENTERING AND LEAVING THE TANK. ESS THAN 1 MIN. _PER INCH= i'
FIIS� Q�EED RECOMMENDED. OUTLET DESIGNS SUCH AS GAS DEFLECTION BAFFLES Z ;' I'
` GRE- ARE STRONGLY RECOMMEND q
I '° INLET AND OU E IN ALL TANKS. _ C.� F�
OF 12 INCHES AND BAFFLES
P CHESH ESPECTEVELYA BELOW MINIMUM J r� L- M DES( G N P/�R A M E TE R S
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f 1.
-�
11
�, INLET BAFFLE 12" MIN. COVER OVER THE LIQUID LEVEL IN TANKS WITH A LIQUID DEP D-M-GN FLOW:
LEGEND DEPTH OF LESS rA
ALL STRUCTURES THAN 40 INCHES, AND 1f AND 18 INCE OFFICE & AUTO REPAIR - �+ .
} H S RESPECTIVELY, IN BUSINESS USE - 0.1 gpd/SF
#1 DISTRIBUTION BOX TANKS 1MTN LIQUID DEPTH OF 40 INCHES OR GREATER. 44'x70' OFFICE = 308U SF = 308 d TOT �'a` �"4° � ak � �I:. �'� N '�'
{ — - - - - - - — PROPERTY LINE 9p AL DESIGN FLOW a �I0 .)
SITE PLAN BY FORT ,BILLER OR THE DISTANCE BETWEEN "THE OUTLET BAFFLE AND THE _ �) , �,.,, I=,,.�r,,, �.;, i 1- pl
_ EQUAL OUTLET SHALL NOT EXCEED SIX INCHES. BAFFLES S - =- ��L-R�) A° I � -°` `y __ '� +4
", ` --E --E —E —E •� HALL BE �,
UNDERGROUND ELECTRIC SERVICE 1 = 30 -0
TANK SEPTIC--- 4" PVC ►*� CONSTRUCTED OF A DURABLE MATERIAL NOT SUBJECT TO 1 IN 5 MIN P"R SPECIFICATIONS ..''lis {,t,4.� I. '� _ tD
—" —a —'� —u WATER SERVICE I ® ® ® ` CORROSION, DECAY OR CRACKING. t I
� � DESIGN APPLIC'A'IlOhl '`.'2; Q `-� \ �� '
RATE: .. p �
.
'i�
E/P EDGE OF PAVEMENT N OWNS, ALL OUTLET INVERTS
1. 'ALL UNITS SHALT_ COMPLY WITH THE REQUIREMENTS OF THE NEW YORK USING A UESIGfJ RATE OF 1" IN 10 MINUTES, THE APPLICATION RATE IS 0.9 GPDF SF �
° ° TOTAL TRENCH LENGTH = OF TRENCH fl)
° TO BE SET AT STATE DEPARTMENT OF H -
' I HEALTH AND SHALL BE PRECAST CONCRETE I 308 GPD/U.9 GPD/SF/2 FT. TRENCH WIDTH = 171 L.F. TRENCH ;
—SAS—SAS--AAs—SAS— UNDERGROUND GAS SERVICE PEA-=--f EXACTLY THE SAME AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. �1 ,�;
SYSTEM DESIGN: _ 4
`, GRAVEL ELEVATION. USE 3 LATERALS A'T 6U LF. E -
(USE OF STEED LEVELERS 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR ACH (MIN.) FOR PIPE AND STONE (STANDARD TRENCHESr C'3 o3 ;j �: � I . I
D I S TR I B D TI D N B v REQUIRED) � GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS I
_ ) - Q� �-,
I "I
n. ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED As G 0 N SR U C TI O N N 0 TE �'
` ,. „ N.T.S. NECESSARY S. _ Q�
TO ACHIEVE A STABLE FOUNDATION. It p
L
. 11
� '
_ _ 2 -0 SEPTIC TANK TO BE SET LEVEL ON 6" LAYER OF COMPACTED GRAVEL OR
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY S1ONE � - )'I,,.
1 it �-
CONSTRUC110N DESIGNED FOR H-20 WHEEL LOADING. SEPTIC TANK TU HAVE SCH 40 PVC "T" AN INLET ANU '
4 OUTLET.
OVERFILL TO ALLOW INLET 12 BELOW F
LUW LINE 6 ABOVE FLOE LINE
FOR SETTLEMENT OUTLET 14" 'BELOW F
3" AIR SPACE ABO FLOW TOABOVE FLOW LINE
BARRIER ER MATERIAL P -
' -
{ _ I I I I,i, ,I I I I I�—I I i( 114dS`tly:LL'1, ,,:"'''L'GtiILFy:�i.tll.Jl "Y .ili'11.141t 11 vJ I II e,., „Y;.."1111"" � � I j, I'
\ \ \\ 6" MAX.
//��/��`//� %//�//,�//\�\ —� )I 1 1 — NO ROOF, FUIT1hJG, FLOUR, COOLING WATER, BACKWASH DRAINS, ETC„ SHALL' B
_ I— —1 CONNECTED T THE SEWAGE SYSTEM
—III1=�TiI�--
11 I
,.
x U i THERE SHALL BE NO CONSTRUCTION OF SANITARY FAC
,c 1i- a EARTH ct� D� t ' ILITIES
BACKFILL GEOTEXTILE FABRIC D��op SLOPE 6 MAX.
WITHIN 100 O'' A CLASSIFIED BODY OF WATER, (SEPTIC SYSTEMS) ��
I
11
� W�� .�',�' .
� n 2" MIN 12 MIN. - ooh v�p--j= �
^ of
_111c L. 12" MIN. BLDG. TO SEPTIC TANK 4" PVC SCHEDULE 40 PIPE WITH TIGHT JOINTS
I � MINIMUMS _ "
v��bo�00vU' LOPE = 1/4 PER .FOOT .. �`
4' PERFORATED / /
} I - _ LATERAL ool�°�,800 ; orb I
4 PERFORATED, PVC LATERAL, ; �
co� ��oDO I �j�D��o c.,
SEPTIC TANK TO DISTRIBUTION BOX - `4" PVC SCHEDULE 40 PIPE TIGHT JOINTS,
f 1 b„D�,�o (�OC7r, , � SLOPE 1/16"-1%32" PER FT.
MIN. SLOPE 1 18" PER FOOT.
\ LEVEL TRENCH BOTTOM
CONSTRUCTIO -
`"' IMP(IMPERVIOUS \ - �_ 3/4" TO 1 1%2 24" MIN. N I f� SPECT
( ) INSITU MATERIAL ION NOTES, SANITARY DISF;pSAL FIELD 4" PERFORATED PLASTIC PIPE MEETING ASTM STANDARDS
III.
Z WASHED CRUSHED STONE (IMPERVIOUS LAYER) THE ARCHITECT SHALL OBSERVE SYSTEM INSTALLATION; CERTIFY THAT FOR USE IN S P 11C SYSTEMS, MAX SLOPE = 1/16" PER FOOT. CAP ALL ENDS. i'
'a'
THE CONSTRUCTION FOLLOWED THE APPROVED PLAN; FURNISH AN "AS-BUILT' PLAN TO S, I I
6,-0,
DISTRIBUTION 3UX SHALL BE NEW YORK STA
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r , It '
E TOWN OF QUEENSBURY. TE HEALTH DEPARTMENT APPROVED AND
LEVEL TRENCH BOTTOM _ _ - _ _ -`V "- -__- {--{Y i,Y' SH LL BES BY WATER LEVEL OR O1HER APPROVED METHODS.
A EI
=II=I1=�i=1hl=11 1(
11=1�=ii=�i-i�-�� i�-II- OBSERVATION OF SANITARY PERIODIC OBSERV Y FACILITY CONSTRUCTION SHALL BE=CONDUCTED BY FILL TO BE C LEAN SANDY CAD FILE NAME
_��= _ - . 11 THE ARCHITECT Y LOAM. PERCOLATION RATE IN PLACE TO BE tV0_LESS 'TH ACAD\les\t�ARRETT\c-i
1. PRIOR TO SITE DEVELOPMENT IN 5 MINUTES�NUR MORE THAN 1" I THAN
' 1"20 MINUTES. FILL MATERIAL -
E APPROVED
p.
ABS 0 R P TI 0 N TR EN CI—i P I \OFI 3. AFTER SITE PREPARATION, PRIOR TO FILL PLACEMENT (SYSTEMS IN FlLL ONLY BY A PROFEScaONAL EfJGINEER. TOB SCALE AS NOTED
ABS 0 R P TI 0 N TR E N C I--I SECTIONE DURING PERCOLATION TESTING OF THE STABILIZED FILL (SYSTEM IN FILL ONLY SII"
t �M{ NOTES: N.T.S..TS• 4. PRIOR TO BACKFILLING PIPES TANKS PI1.
) ,
TS WELL SEALS ETC. -DRAWN eY L , I,I h
s, j 5. AFTER FlNAL GRADING AND SEEDING
a, 9> N.T.S. - 1. DO NOT INSTALL TRENCH IN WET SOIL
. .
Xt, -
DRAWING TITLE
} 2. RtAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE
AREA OF IM y
1. PO
1. RTED SEPTIC MATERIAL
, 7; I N
SEPTIC PLOTF'I.AN � � C' S TE PLA
3. END OF ALL DISTRIBUTOR PIPES MUST BE SYSTEM SI FPI US RI 1FFFR •. '
HAVE SEEN OR OBSERVED ALL C1 '�> I,' ';"
11 �'�
`� PLUGGED UNLESS INTERCONNECTED. SUCH AS Ht?USES, WELLS, S, FENC N®TES
,, SYSTEM SIZE_ IS 12'x60' = 720 SF $ ? .-�
aF ,
4.' SLOPE DISTRIBUTOR PIPE C� 1/16"-1/32" PER FT, ' { :'�
BUFFER AREA = 5 EACH SIDE sHovvN c' r ',8 DOCUMENT I►•LAVE PER Iv � ��--.. ��"^
' , ; THEREFORE LIMIT OF BUFFER AREA = 22'x7O' = 1,540 SF MEASURE TI I°".INCE SkT FORTH OP 1`110 01{ '' - E t✓TI 0 N S C
_ _ r r..
MIN. VOLUME FILL = 1540 SF x 3' MIN DEPTH = 4,620 CF or 172 CY
, -':tai . . —- ® / - .
rs. - - DA7" DETAILS
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r Q��'{ �{ �'--' €' ? : f I ; , Cl - DRAWING G No.
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1� NOV 30 2015
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