2013-550 `� ` TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20130550 Date Issued: Tuesday, March 15,2016
This is to certify that work requested to be done as shown by Permit Number P20130550
has been completed.
Tax Map Number: 523400-289-008-0001-069-000-0000
Location: 20 FIELDVIEW Rd
Owner: KENNETH & CYNTHIA BAKER
Applicant: KENNETH & CYNTHIA BAKER
This structure may be occupied as a:
Septic Alteration Residential
By Order of Town Board
TOWN OF QUEENSBURY TO
Issuance of this Certificate of Compliance DOES NOT relieve the ( 4 41,fit--
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 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20130550 Application Number: A20130550
Tax Map No: 523400-289-008-0001-069-000-0000
Permission is hereby granted to: KENNETH & CYNTHIA BAKER
For property located at: 20 FIELDVIEW 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 Value
Owner Address: KENNETH & CYNTHIA BAKER Septic Alteration Residential
20 FIELDVIEW Rd Total Alteration
alue
QUEENSBURY,NY 12804
Contractor or Builder's Name /Address Electrical Inspection Agency
IBS SEPTIC &DRAIN
ATTN: IVAN BELL
2 LOWER WARREN St
OUEENSBURY,NY 12804
Plans &Specifications
2013-550
Res. Septic Alteration
$40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday,December 06,2014
(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 Tow nsbu tl Fri. y, 1 ecember 06,2013
SIGNED BY . 1/(� for the Town of Queensbury.
•
Director of Building&C•de En rcement
Office Use Only
Town of Queensbury Building & Codes Received:
SEPTIC DISPOSAL PERMIT Tax Map ID: :9. c, — _ , Q
Permit No.: ,
A permit must be obtained before beginning construction r
4ormit Fee: I $ / oaf
UtG 0 2. ZORSprovals: f 22 /S' (
Applicant: c� .(/ DC' Installer/Builder �, h.('/r v L
Address: Address Y'7 r L, �-l/✓ rr
Phone: l p Phone Cc77f16 !7 )7i—/s fl Y
Owner: / l - /1 _ (2 , t- / r Location of Installation #J 0 / /Lc- Cc 14 Yi(,
Address:
- -
Phone o
Contact Person for Building&Code Compliance: -L_ _ - ( O.C( .Day Phone:7 o/
Residence Information:
Year Built #of edrooms x Gallons per bedroom =Total Daily Flow
1980 or older x 150 = 1'/) Garbage Grinder installed?
1981-1991 x 130 = Spa or Hot Tub Installed?
1992—Present x 110 =
Parcel Information:
Topography Flat Rolling =Steep Slope %Slope
Soil Nature Sand Loam (t s, Clay Other
Groundwater At what depth?
Bedrock/Impervious Material At what depth?
Domestic Water Supply _Municipal _Well(if well,water supply from any septic system absorption is ft.)
Percolation Test Rate- per minute per inch(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(minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub
System Type: Absorption Field(with#2 stone) Total length�ft. Ea •nch 6 x 3 J
Seepage Pit(S)(with#3 stone) How many? Size? ,
Alternative System Bed or other type? (�IL
Holding Tank System Total required capacity? AAI an size? #of tanks?
NOTE: 1)Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical form
on Town website; 2) Effective as of March 23, 2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be
covered until such time as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system
layout on file. There will be no exceptions.
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 and all requirements of the Town of Queensbury Sanitary
Sewage Disposal Ordinanee,-,
Print Name: ��� C144—
v LkDate: _ e0
Signature: C /' "" Date: Z
U � - J
Town of Queensbury Building Codes Septic Disposal Permit 518-761-8256
•
Town of Queensbury Building &Code Enforcement SVLa
Gffi£e No,(518)761-8256
Septic Inspection Report
Inspection request received:
Name: CR,✓ Inspected on:
Location: 2o- 6dv iCk'1 'mak • Arrive: 21W le p.m.
Permit No.: .70 U.CO° Inspector's Initials: WO.
►omm: is and/or dia•ram
Soil Type: Sand/Loam/Clay
Type of Water. Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft. *
Other wells: ft.
Ckv
Well Casing Length 50'+/- Y N NIA
[150'to well required if NO]
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size:
Stone Size: s y�
Piping Size Type IT
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: Y N
End Cap Y N
Inlet/Outlet Pipes&Baffles Y_N
Manholes 12°or less below grade _Y N
[provide extension collar if Yes] _Y_N
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan N
Engineer Report and As-Built Y_N
ETU Maintenance Contract provided Y N
Location of System on Property:
Front ar Left Side Right Side Middle Front Middle Rear
S stem Use Sta s:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Septic Inspection Report
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building& Codes (518) 761-8256
Inspections per Permit
Permit# P20130550
Inspection Date Inspection Type
Approved/Denied Comments Permit Type Person Responsible
12/06/2013 Miscellaneous Septic Alteration Residential STAFF
Misc 2013-550
permit issued
12/13/2013 Septic Septic Alteration Residential CHARLES DYER Staff
Partial 2013-550
Bed system 24 x 24 see plans
Existing tank; Inlet/outlet verified by Ethan Hall
provide as-built report
01/09/2014 Miscellaneous Septic Alteration Residential STAFF
Misc 2013-550
faxed copy of elec report rec'd&entered
01/09/2014 Final Electric Septic Alteration Residential COMMONWEALTH ELECTRICAL
Approved 2013-550
RUCINSKI HALL ARCHITECTURE �y
Ronald Richard Rucinski
Ethan Peter Hall Ot. Os
J
134 Dix Avenue J 0
Glens Falls NY 12801 F PQ
Voice 518 741 0268
Fax 518 741 0274
Email ephall@nycap.rr.com
Septic Install for Baker Residence—20 Fieldview Road
December 2013
John O'Brien—Town of Queensbury Building Department
742 Bay Road
Queensbury NY 12804
Re: Septic Installation for Baker Residence—20 Fieldview Road
John,
At the above referenced project location I observed the installation of the sewage disposal system
including the septic tank, distribution box and tile field laterals 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, •tD' c
t
¢
(f ' � v 4. 0•( A Vie+
Ethan Peter Ha I s . rda �, guar
Architect c?704%fp
YUvan Bell Scptic(1BS)1Baker Septic\Letter Dec 2013.doc
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Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received: 1 -412-1)3
Queensbury Building&Code Enforcement Arrive: am/pm rt:tram/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:
NAME: '/ v
� Y`� PERMIT NO..
LOCATION: a() C'l,2 I I,J✓rPi iJ pk P. INSPECT ON: i-ilW/3
RECHECK:
Comments and/or diagram
Soil Type: ed/ /Clay
Type of Water: Municipal ester, t Qr5ti � �
Waterline separation nce ft. —i� Q ---
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' +/ - Y N N/A
[150'to well required if NO] n
Absorption FieleTatalch ltrench
�{ • ft. c ,2� E
Length of each trench �� • ft. Ems•.
Depth of trenches ft.
Size of Stone ", 2.k5Q.4
Seepage Pits: Number
Size: tictipr--
Stone Size:
Piping Size Type y
Building to tank t_.,C `-rLN aa
Tank to Distribution Box
Distribution Box to Reid/ Pit
Opening Sealed: �/1'_N
End Capt N
InletManholes 11/2O or
Baffles
aid VS' N J\�
[provide extension collar if Yes]L Y N21�
Location/Separations S t t5'v in {` P(41 -14 o 1i
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits �' `�!7'""�
Conforms as per Plot Plan N
Engineer Report and As-Built _Y—N 5` ` j 1:-1 kL
ETU Maintenance Contract Y N
provided — —
Locationern
on Property:
Fron Rear Left Side Right Side Middle Front Middle Rear
System Use S ,itis:
;.,:as, �.
•• _+ and needs to be re-Inspected, please call the Building &Codes Office
,proved
L:\Pam Whiting\2010\Billding Codes Foms\Inspection Fomis\Septic Inspection Repcxt_03 29 10.doc
EXISTING
SEPTIC TANK
LOCATION
EXISTING -
DIST. BOX
LOCATION
I
TEST PIT RESULTS
TEST PIT PERFORMED 13 NOV 2013 BY ETHAN P. HALL - RUCINSKI HALL
_ -- - - S fi3' 30' _40" E 219.99,
ARCHITECTURE
0-6 INCH 10P SOIL
- -
' 6-18 INCH MED. BROWN LOAMY FINE SAND
t 18-40 INCH MED. BROWN FINE SAND
" 1
I I I
PERCOLATION TEST RESULTS
1
PERC. TEST PERFORMED 13 NOV 2013 BY ETHAN P. HALL - RUCINSKI HALL
I WI
ARCHITECTURE
1 1st TEST 8 min. 30 sec. I
I w 2nd TEST 8 min. 40 sec.
I i PAVED 3rd TEST 8 min. 45 sec.
DRIVE I
} ' i
w l i EXISTING WELL
w i ' LOCATION
Q
O
REPUTED
z w i TILE FIELD
~� o I l LOCATIONS
1 U f l
NI Jo i i GARAGE
m U W
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(O ' Ld I ' 1
O I W W I �- I 1 (p
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l 0 w j I ( 1 111_E FIELD '
I ( J LOCATION,
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EXISTING
LI_ \\N LOCATION WELL i
NOT IN USE
I 83' 30' _____
40" W -
219.99' 1
EXISTING PLOT PLAN
„\ 1" = 20'-0'
GRADING NOTES
BEFORE ANY CLEARING OR GRUBBING OF 11AE STIF 'S INI IIAIED, AND DURING
EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM
SWALES AND DITCHES.
AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR
FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED.
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
SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER
CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE
SMALL, BENCHES AND TEMPORARY INTERCEPTOR D1IGHES, INCORPORATING SEDIMENT
TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER
GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE.
NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETIIN
OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES /,ND
UNLINED DITCHES SHALL BE SEEDED WITH REED -CANARY GRASS FOR FOUR (•')
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25
POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY 'AULCHED.
ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE
GUIDELINES FOR URBAN EROSION & SEDIMENT CON1&0L
FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE
3"2 SOLID PIPE
NEW PUMP CHAMBER
z"n nrnrnn n -n -n
PRESSURE BED SCHEMATIC.
N.T.S.
PS
JSHED STONE
2"0 VENT ABOVE
FIN. GRADE WITH
BIRD SCREEN
FROM
TANK
RESERVE CAPACITY--'
AFTER ALARM SOUNDS
EQUAL TO ONE DAYS
CAPACITY (DUPLEX PUMPS
WITH INDIVIDUAL ALARMS
MAY BE USED IN LIEU
OF A SINGLE PUMP AIVD
ONE DAYS CAPACITY)
APPROXIMATE
FINISH GRADE
HIGH WATER -
ALARM SWITCH
START LEVEL,
LEVEL CONTROL -
SWITCH
SHUT-OFF LEVEL
PROVIDE 3" SAND OR g oodioo
PEA GRAVEL UNDER TANK
EFFLUENT TANK DETAIL
N.T.S.
PER APPENDIX: 75-A
TANKS SHALL HAVE INLET AND OUTLET BAFFLES,
SANITARY TEES OR OTHER DEVICES TO PREVENI
THE PASSAGE OF FLOATING SOLIDS AND TO MINIMIZE
DISTURBANCE OF SETTLED SLUDGE AND FLOATING
SCUM BY SEWAGE ENTERING AND LEAVING THE TANK.
OUTLET DESIGNS SUCH AS GAS DEFLECTION BAFFLES
ARE STRONGLY RECOMMENDED IN ALL TANKS.
INLET AND OUTLET BAFFLES SHALL EXTEND A MINIMUM
OF 12 INCHES AND 14 INCHES RESPECTIVELY, BELOW
THE LIQUID LEVEL IN TANKS WITH A LIQUID DEPTH OF LESS
THAN 40 INCHES, AND 16 AND 18 INCHES RESPECTIVELY, IN
TANKS WITH LIQUID DEPTH OF 40 INCHES OR GREATER.
THE DISTANCE BETWEEN THE OUTLET BAFFLE AND THE
OUTLET SHALL NOT EXCEED SIX INCHES. BAFFLES SHALL BE
CONSTRUCTED OF A DURABLE MATERIAL NOT SUBJECT TO
CORROSION, DECAY OR CRACKING.
HOLE
AT
HANGER PIPE
FOR PUMP
REMOVAL
TO SEPTIC
-- MANIFOLD
3"0 TO
SEPTIC MANIFOLD
QUICK DISCONNECT
SLIDING COUPLER
PUMP STATION NOTES
1. PUMP TO BE EFFLUENT PUMP
GOULDS MODEL CL3885-WE15HH OR EQUAL TOTAL HEAD TO BE DETERSP"ED
2. PUMP CON11ROL PACKAGE TO BE SUPPLIED BY MANUFACTURER.
AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE
3. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK
STATE DEPARTMENT OF HEALTH AND SHALL HE PRECAST CONCRETE
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT.
4. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS
NECESSARY TO ACHIEVE A STABLE FOUNDATION.
5. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ^-I/-
_l^.1 n Ix
0
An
PRESSURE
0 1 REWSED FOR PRESSURE
BED SYSTEM DESIGN
5 DEC 2013
BED
DATE
DESIGN
'a
GENERAL
Qu
3
NOTES
THE NEW PRESSURE BED IS TO BE PLACED IN THE AREA OF THE EXISTING TILE FIELD
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oo
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ACCORDING 10 THE TOWN RECORDS THE EXISTING TILE FIELD IS A GRAVITY SYSTEM
INFORMATION SHOWN ON THIS DRAWING
IS TAKEN FROM
THAT WAS INSTALLED APPROXIMATELY 20 YEARS AGO.
A SURVEY DRAWING PREPARED
BY ANDREW T. McCORMACK.
THE EXISTING MATERIAL IS TO BE REMOVED AND NEW STONE ABSORPTION BED
z<1
1<1
MATERIAL IS TO BE INSTALLED Al_ONG WITH A NEW EFFLUENT PUMP AND TOP SOIL MATERIAL. THE
0
NEW SYSTEM IS TO BE INSTALLED AT OR JUST BELOW EXISTING GRADE AND THE NEW TOP SOIL
mow
LEGEND
a z 0
MATERIAL IS TO BE GRADED SO THAT POSITIVE DRAINAGE IS PROVIDED AWAY FROM THE NEW SYSTEM
y o
IN ALL DIRECTIONS. ASSUMED PERCOLATION RATE OF PLACED FILL AND EXISTING MATERIAL TO BE
— - - — - - —
PROPERTY LINE
5-10 MIN. PER INCH.
C13
.
---------- --------
-----------------------
PROPERTY LINE SETBACKS
EXISTING 3 BEDROOM RESIDENCE AT 110 GAL/DAY/BEDROOM = 330 GPD
330 GPD DIVIDED 1.00 GPD\SF = 330 SF OF PRESSURE BED REQUIRED
----------330-----------
EXISTING CONTOURS
USING 20 LF OF TOTAL BED WIDTH REQUIRES 20 LF OF BED LENGTH = 400 SQ. FT.
330
NEW CONTOURS
3" SOLID MANIFOLD WITH 3" PERFORATED PRESSURE LATERALS AT 5'-0" O.C. SET LEVEL WITH END CAPS
— E E — E — ` —
UNDERGROUND ELECTRIC SERVICE
ENTIRE AREA OF PRESSURE BED (24'x24') 10 HAVE 12" WASHED CRUSHED STONE 3/4" TO 1-1/2" SIZE
— —ss — � —%s —
SANITARY SEWER
BELOW FORCE PIPING WITH A MINIMUM OF 6" WASHED CRUSHED STONE ABOVE THE PIPE LATERALS.
aha
ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOIEXTII_E OR UNTREATED BUILDING PAPER PRIOR TO
—w w —w —w —
WATER SERVICE
PLACEMENT OF TOPSOIL. TOPSOIL LAYER TO BE 6" MAX. IN DEPTH.
w V F
r 0
Qc
E/P-
EDGE OF PAVEMENT
PUMP SIZING 20 FOOT LATERALS x 5 LATERALS + 25 LF OF MANIFOLD = 125 LF OF PIPE x 0.569 PIPE AREA x 85% = 63 GAL FIELD CAPACI IY
PUMP TO BE SET SO THAT MAXIMUM 63 GAL PUMP CYCLE AT 1.0 PSI PRESSURE IN THE PIPE AT THE FIELD.
SEWAGE DISPOSAL SYSTIEM NOTES
THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:
CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE LESS THAN' 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW
TOWN BUILDING INSPECTOR. RESTRICTONS. OBSERVE WATER CONSERVATION PRACTICES.
CONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCATION
OF ALL KNOW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK
ON THE PROJECT.
SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET.
- INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE
- OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE
3" AIR SPACE ABOVE "1" TO TOP OF TANK
NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE
CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
THERE SHALL BE NO CONSTRUCTION OF SEP11C SYSTEMS WITHIN 100' OF A
CLASSIFIED BODY OF WATER.
BUILDING 10 SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM
SLOPE 1/4" PER FOOT. SEPTIC LANK TO DISTRIBUTION BOX: 4"0 PVC SUR 26
WITH TIGHT JOINTS, MINIMUM PIP,H 1/8" PER FOOT. SANITARY DISPOSAL FIELD:
4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS.
THE BEST DESIGNED AND INSTALLED SEP11C SYSTEM WILL EVENTUALLY FAIL TO
FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK
MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO
THE BUILDING AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE 10
PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY
THE SEPTIC TANK.
THIS DESIGN IS INTENDED 10 PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
MAY BE ADDED 10 THIS BUILDING WITHOUT THE APPPOVAL OF -IHS BOARD OF
HEALTH, ]OWN OF QUEENSBURY AND REDESIGN OF TFE SUBSURFACE DISPOSAL SYSTLM.
THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR
FUTURE EXPANSION OR REPLACEMENT.
NEW PUMP
CHAMBER
LOCATION
(5) LATERALS
AT 20'
i
1
1
SEPTIC TANK SHALL 9E INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE
ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE
AMOUNT Or BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND
MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE
BOTTOM 01 THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET
BAFFLE 013, SANITARY "T". TETE PUMP --OUT CLEARANCES ALSO APPLY TO ANY
CHAMBER IN MULTI -COMPARTMENT TANKS OR TO TANKS W SERIES. MOST TANKS
SHOULD BE. PUMPED OUT EVERY -TWO TO THREE YEARS.
WHEN SEP IC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/1EES, HOUSE SEWER
CONNECTIOI AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
DEIERIORATFD AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED.
CRACKED ( R BROKEN LINES MUST BE REPAIRED OR [REPLACED.
ANY COMP'�NY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A
DEC PERMIIIED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR
DISINFECTEI) AFTER BEING PUMPED OUT.
SEPTIC TAM< ADDITIVES SHALL NOT DE USED IN THE SEPTIC SYSTEM. ADDITIVES
ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND
MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED
INTO THE i,BSORPT1014 FIELD, RESULTING III PREMATURE FAILURE.
DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC
SYSTEM. D') NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS
OR CLEANERS INTO SINKS OR TOILETS.
WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC
SEWERS ALE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN.
NO VEHICU:_AR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
THE ABSOF P'TION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
FINAL GRA',E SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM
[FIE ABSOi KION FIELD.
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