2014-246 TOWN OF QUEENSBURY
WOO 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20140246 Date Issued: Tuesday, March 15, 2016
This is to certify that work requested to be done as shown by Permit Number P20140246
has been completed.
Tax Map Number: 523400-296-015-0001-004-000-0000
Location: 69 COUNTRY CLUB Rd
Owner: JEFFREY BEATTIE
Applicant: JEFFREY BEATTIE
This structure may be occupied as a:
Septic Alteration Residential
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the /J
property owner of the responsibility for compliance with Site Plan, �d `'
Variance, or other issues and conditions as a result of approvals by the •���
Director of Building& Code nforcement
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: P20130246 Application Number: A20130246
Tax Map No: 523400-278-000-0001-057-000-0000
Permission is hereby granted to: LAWRENCE&FRANCES EICHLER
For property located at: . 1323 BAY 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: LAWRENCE &FRANCES EICHLEF
Porch $10,000.00
1323 BAY Rd Total Value $10,000.00
QUEENSBURY,NY 12804-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
JERROLD A CAMERON
518-623-2177 OR 518-423-9488 CELL
35 MARBLE OUARRY Rd
WARRENSBURG NY 12885-0000
•
Plans&Specifications
2013-246 PORCH - (3 season) 300 sq ft
Area Variance for front yard setback Approved AV 44-2013
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, August 22, 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 Town of ueen ury; hu. i • f• _ 1 st 22,2013
dol
SIGNED BY \ for the Town of Queensbury.
Director of Building& Code Enforcement
Office Use Only
Town of Queensbury Building & Codes Received:
SEPTIC DISPOSAL PERMIT Tax Map ID:
Permit No.:
A permit must be obtained before beginning construction
Permit Fee: $ A7:-------
Approvals:
Applicant: \I ec'J / "Ctrt I e InstallerlBuilder
Address: 6 q (!p 41 /Nt1 y C6%!lg Al Address q
Phone: 3 E / 3 z?Z 3 Phone
Owner: 1) ri ocation of Installation -CJ LL ; ��/A 6j ki-
Address: II f�t n (�
; u :
2014 I 1 j I
Phone _
TOWN 5"il--1i1E N- '--
Contact Person for Building&Code Compliance: ���Gt�1G& enDE�C Day Phone:
Residence Information:
Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow
1980 or older x 150 = Garbage Grinder installed?
1981 —1991 x 130 = Spa or Hot Tub Installed?
1992—Present 3 d x 110 = 3 73 '2
Parcel Information:
Topography ,%Flat Rolling Step Slope %Slope
Soil Nature Sand (--"t.oam Clay Other
Groundwater At what depth?
Bedrock/Impervious Material At whit depth?
Domestic Water Supply V 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. Each trench X
Seepage Pit(S)(with#3 stone) How many? Size?
Alternative System Bed or other type?
Holding Tank System Total required capacity? Tank 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 Ordinance. I
Print Name: '�1
an��fe� fe Date: C —Z r l
Signature: k Date: .i `-Z ~ l I
Town of Queensbury Buil ng Codes Septic Disposal Permit 518-761-8256
Town of Queensbury Building & Code Enforcement
Office No. (518) 761-8256
Septic Inspection Report
Inspection request received:
Name: ctACM C"-' Inspected on: IA
Location: (Sick GD�� KIN-C,a C.� U 13 �d Arrive: GAMY ..m. 'p.m.
Permit No.: \ Z1�t� 1 Inspector's Initials:
Co ents and/or dia.ram
Soil Type: Sand/Loam I Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft. 1 ,�
Well separation distance ft. �SS G�— �k� l
Other wells: ft.
Well Casing Length 50'+I- _Y_N_NIA
[150'to well required if NO] VVIS\A
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
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
" t
Location/Separations I
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits
Conforms as per Plot Plan Y_N
Engineer Report and As-Built _N
ETU Maintenance Contract provided Y N
Location of S stem on Pro.: :
Front Rear Left Side Right Side Middle Front Middle Rear
S stem Use St.tu .
V Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Septic Inspection Report
TOWN OF QUEENSBURY
1� 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
s
Community Development- Building&Codes (518) 761-8256
Inspections per Permit
Permit # P20140246
Inspection Date Inspection Type
Approved/Denied Comments Permit Type Person Responsible
06/07/2014 Septic Septic Alteration Residential JOHN O'BRIEN
Denied 2014-246
met w/Jeff to go over replacement system. Will need to have a deep holt test&percolation test. Replacement
system will be in back yard. It will have to be a shallow trench.
06/09/2014 Miscellaneous Septic Alteration Residential STAFF
Misc 2014-246
permit app rec'd
06/09/2014 Miscellaneous Septic Alteration Residential STAFF
Misc 2014-246
permit issued
07/01/2014 Septic Septic Alteration Residential JOHN O'BRIEN
Denied 2014-246 9 am
not ready-will recheck this afternoon
07/01/2014 Septic Septic Alteration Residential JOHN O'BRIEN
Partial 2014-246 1:05 pm
OK to backfill
Need as-built from Ethan Hall
RUCINSKI HALL ARCHITECTURE �P�¢,�
Ronald Richard Rucinski �J
Ethan Peter Hall G`� G
134 Dix Avenue J G
Glens Falls NY 12801 Q.
Voice 518 741 0268
Fax 518 741 0274
Email ephall@nycap.rr.com
Septic Install for Beattie Residence —69 Country Club Road
June 2014
John O'Brien —Town of Queensbury Building Department
742 Bay Road
Queensbury NY 12804
Re: Septic Installation for Beattie Residence—69 Country Club 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,
4a,
! ?
Ethan Peter Hall _ ,. i
Architect ��70 ~rteB .
;
t
Y:1Beattie Septic\Letter June 2015.doc 1
Septic Inspection Re• •
Office No. (518) 761-8256 Date Ins - ion rte- . -ivy.:
Queensbury Building &Code Enforcement Arrive: . /!b j� �D- 8-rt: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Ini I. ff .
NAME: Bi'H 1 1 a `I PER. NO.: \L\-vAy
LOCATION: 9 Com\)fJ ,'( CA ocb RD INS'- ON: .7 —1 — 1
RECHECK:
Comments and/or diagram
Soil Type: Sand/ Loam / Clay ,
Type of Water: Municipal / Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' + / - Y N N/A
[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: x
Stone Size:
Piping Size Type
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 KJb—C- \ _AD \ LI—
[provide extension collar if Yes] Y N ,,I ,,\
Location / Separations -TO, kt, Pt FT o
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan _Y_ N
Engineer Report and As-Built _Y N
ETU Maintenance Contract Y_ N
provided
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
System Use Status:
proved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc
Town of Queensbury Building & Code Enforcement
Office No. (518) 761-8256
Septic Inspection Report
Inspection request received:
Name: Geo_ A71-j" Inspected on: ���
Location: (/ `l C O ( f 4Y Arrive: -Ati fir a.m.I ISO
Permit No.: / /— e<A, Inspector's Initials:
om' ents and/or dia•ram
Soil Type: San• •. lay
Type of Water ell Water
Waterline sep. ation distance 1c ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50'+/- Y__N N/A
[150'to well required if NO]
Absorption Field: Total length Z.Off) ft.
Length of each trench 46)— oft.
Depth of trenches �Qe� ft. � *a2._"-V‘-‘tE17P ,5
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank y v1
Tank to Distribution Box y"
Distribution Box to Field/Pit Lk" b c • ytQ\.,7F
Opening Sealed: Y N
End Cap N E1J(7 uouVEP tot C\-le �E �
Inlet/Outlet Pipes&Baffles Y
Manholes 12"or less below gradeN 40\)/:-A-P)� Gt�t�tJ��D
f Fti��sQ
[provide extension collar if Yes] Y N EEC) V,-1)SEV._ ,-co `\ -\ ( V�N 6
cAskw
Location/Separations
Foundation to tank AO ft.
Foundation to absorption 7_13 ft. +
Separation of Pits Vm TD -1`—F t V `--
Conforms as per Plot Plan Y
Engineer Report and As-Built Y CE ) ND-9-)131\::-1-( FVANA
ETU Maintenance Contract provided Y N
Location of System on Property:
Front Rear Left SideRight Sideddle Front Middle
System Use Statu .
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Septic Inspection Report
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection r;•ues - : v :
Queensbury Building &Code Enforcement Arrive: 1C)---Z1) •m'., D rt: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: .0 o
NAME: C C))EtkTT1 F P'• NO.: \ a11K1 K
LOCATION: �D° C_C)3 -� \-)3 K) I► ECT ON: (p -7 I y
RECHECK:
Comments and/or diagram
Soil Type: Sand / Loam/ Clay
Type of Water: Municipal/ Well Water
Waterline separation distance ft. h ET I 17E_F
Well separation distance ft.
Other wells: ft. c�
Well Casing Length 5(Y + / - Y N N/A C) e-
[150'to well required if NO] 1b E-V1 \ —T-C)
Absorption Field: Total length ft. H ' \ 0 EE'S) -TFIST
Length of each trench ft.
Depth of trenches ft. ,
Size of Stone c�
Seepage Pits: Number `1h �� &1��
Size: x \t� �C� `S f¢) \T
Stone Size: \--\
Piping Size Type �L �
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 Y^ N
Engineer Report and As-Built _Y_ N
ETU Maintenance Contract _Y_ N
provided
Location of System on Property:
Front •ear Left Side Right Side Middle Front Middle Rear
S stem Use S S . us:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc
Charles H. Maine, Soil Scientist
32 Terrace Road
Queensbury, NY 12804
June 5, 2014
Jeff Beattie
69 Country Club Road
Queensbury, NY 12804
Re : Jeff Beattie Property, 69 Country Club Road, Town of
Queensbury, Warren County, New York.
On June 3, 2014 I examined a soil test pit and performed
a soil perculation test on the above property. Listed below
are my observations :
0 - 8 Inches. topsoil
8 -29 Inches, silt loam
29-69 Inches, silt, mottling starts 29 inches
Soil perculation rate at 24 inches is seven minutes and
35 seconds per inch.
Soils observed in the area of this soil test pit are deep, silty
soils. Seasonal high ground water table is noted by the depth
to mottling in the soil test pit.
If you have any questions about the above soil information,
feel free to contact me.
=rte,
Charles H. Maine
Soil Scientist
Charles H. Maine, Soil Scientist
32 Terrace Road
Queensbury, NY 12804
June 5, 2014
Jeff Beattie
69 Country Club Road
Queensbury, NY 12804
Re: Jeff Beattie Property, 69 Country Club Road, Town of
Queensbury, Warren County, New York.
On June 3, 2014 I examined a soil test pit and performed
a soil perculation test on the above property. Listed below
are my observations:
0 - 8 Inches. topsoil
8 -29 Inches, silt loam
29-69 Inches, silt, mottling starts 29 inches
Soil perculation rate at 24 inches is seven minutes and
35 seconds per inch.
Soils observed in the area of this soil test pit are deep, silty
soils . Seasonal high ground water table is noted by the depth
to mottling in the soil test pit.
If you have any questions about the above soil information,
feel free to contact me.
Charles H. Maine
Soil Scientist
SCHEMATIC PLAN
SEPTIC SYSTEM DESIGN
DESIGN FLOW - NEW 3 BEDROOM HOUSE WITH NEW STANDARD WATER
SAVING FIXTURES AT 110 gpd PER BEDROOM = 330 gpd
SEPTIC TANK - 1,000 gal TANK REQUIRED- REUSE EXISTING
ABSORPTION FIELD - 8 to 10 MIN. PERC. RATE - APPLICATION RATE
0.90 gal/day/sq. ft. - 330 gpd DIVIDED BY 0.90 gal/day/sq. ft. =
367 sq. ft. OF TRENCH REQ'D AT 2' WIDTH PER LATERAL. USE 4 LATERALS
AT 50' = 400 sq. ft. OF APPLICATION AREA.
SCHEMATIC SECTION
ALL LATERALS TO BE SET ACROSS THE
EXISTING SLOPE. STEP LATERALS AS
NECESSARY
I I
\I
502.53'
m
FROM SEPTIC
TANK
UP2E D
INLET BAFFLE
4" PVC
- --CONCRETE OR STONE
MARKER ABOVE ALL
BURIED COVERS
RECOMMENDED.
12" MINER
ALL STRUCTURES
#1 DISTRIBUTION BOX
�BY FORT MILLER OR
EQUAL
iv°off -ALL OUTLET INVERTS
TO BE SET AT
PEA:---yEXACTLY THE SAME
GRAVEL ELEVATION.
(USE OF SPEED LEVELERS `
ENCOURAGED)
DISTRIBUTION BOX
N.T.S.
I
I
1 �
GO
I
0
TP -1
PROVIDED BY CHARLES H. MAINE 5 JUNE 2014
0- 8 INCHES, TOPSOIL
B-29 INCITES, SILT LOAM
29-69 INCHES SILT
MOTTLING AT 29 INCHES
`I
c
I' PT -1
' PROVIDED BY `CHARLES H. MAINE 5 JUNE 2014
STABALIZED PERCOLATION RATE
S' 7'-35" PER INCH
I � I
1
J�
I ^
I � �
12" MAX.
2" MIN.
6"E
N.T.S.
4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS.
FILL IMATERIAL TO BE CLEAN SANDY LOAM WITH A PERCOLATION RATE OF
BETVlEEN 10 AND '15 MIN FOR 1".
I
THE BEST DESIGNED AND INSTALLED SEPTIC 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 HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
SURROUNDING -THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT' REMOVED BY
THIP SEPTIC TANK.
THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
TTIE LOT IF IS SHOWN ON NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
SEWAGE DISPOSAL
GRADED SO AS TO DIVERT ANY RUN–OFF AWAY FROM
IH
-SYSTEM
NOTES
SIGNATURE
EX
ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE
ANSION OR REPLACEMENT.
THEPE
SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING
NO�GARBAGE
t
GRINDERS ALLOWED UNLESS INSTALLED IN INITIAL CONSTRUCTION OF
CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE
o
THE
TOWN BUILDING INSPECTOR.
w
'a
GA
LONS.
DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS
D
-10
N
SHALL COMPLY WI1H THE LATEST EDITIONS) OF THE NEW YORK STATE
f-
DWELLING
IS HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:
Z=`
=z
DEPARTMENT OF HEALTHWASTEWATER TREATMENT STANDARDS -INDIVIDUAL
Q
LESS
�z
�
HOUSEHOLD SYSTEMS APPENDIX 75-A.
I
I11
< Z
w B
SEPTIC TANIC TO BE SET- ON A LAYER OF COMPACTED PEA STONE OR WASHED
[
to
r w o
GRAVEL.
TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE
BY THE HOMEOWNER A
�
< o
OR QUALIFIED SEWAGE HAULER. THE
r��T�
SEP'NC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET.
AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED ANDi
�I
o
– If UET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINEa
MA�N',TAINED_BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE
Zto
- OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE
BOTTOM
E
J 0 o
wow
3" AIR SPACE ABOVE "T" TO TOP OF TANK
r(
BAFFLE
E
4 s a
CH�T4011R
z
to N OU i=
0
NO ROOF, FUO'TING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE
SH
_
00,6 � o
o
CONI,JECTED TO TTIE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER
D o
__
U
SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.
WHPMSEPTIC
s >;
c
z
N ¢fn
o
THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OFA
V t+
a
e00D®�
<�
CLASSIFIED BODY OF WATER.
C,
a o
n to
t< a
(KED OR BROKEN LINES MUST BE REPAIRED OR REPLACED.
AN,
jCOMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A
HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUMCA
0
'oo E
~
SLOPE 1/4" PER FOOT. SEPTIC TANK 1.0 DISTRIBUTION BOX: 4"0 PVC SDR 26
P1 1
vo
DISINFECTED AFTER BEING PUMPED OUT.
l
NTH r TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD:
vo
LIC
l
mm
4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS.
FILL IMATERIAL TO BE CLEAN SANDY LOAM WITH A PERCOLATION RATE OF
BETVlEEN 10 AND '15 MIN FOR 1".
I
THE BEST DESIGNED AND INSTALLED SEPTIC 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 HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO
PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL
SURROUNDING -THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT' REMOVED BY
THIP SEPTIC TANK.
THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR
TTIE LOT IF IS SHOWN ON NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS
MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF
GRADE SHOULD BE
GRADED SO AS TO DIVERT ANY RUN–OFF AWAY FROM
IH
HEALTH AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. TTIE SEAL AND
SIGNATURE
EX
ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE
ANSION OR REPLACEMENT.
NO�GARBAGE
t
GRINDERS ALLOWED UNLESS INSTALLED IN INITIAL CONSTRUCTION OF
C
THE
HOME AND THE SEPTIC TANK SIZE IS INCREASED BY A MINIMUM OF 2501
GA
LONS.
-10
DWELLING
IS HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO:
LESS
THAN ,2 GPM SHOWER HEADS, 'LOW WA1ER USE TOILETS, SINK FLOW
REPT
E-W;
RICIORS. OBSERV,TER CONSERVATION PRACTICES.
SEPTIC
ACCUMULATION
TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE
BY THE HOMEOWNER A
�
p
OR QUALIFIED SEWAGE HAULER. THE
r��T�
00
AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED ANDi
�I
®
N
MA�N',TAINED_BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE
BOTTOM
OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET/
"T".
•
BAFFLE
OR SANITARY THE PUMP700T CLEARANCES ALSO APPLY TO ANY
CH�T4011R
IN MULTI -COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS
SH
ULD BE PUMPED OUT EVERY TWO TO THREE YEARS.
1 1
✓'
U
WHPMSEPTIC
TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER
��f-1
CONNEC'IION
DETERIORATED
AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE
AND NO LONGER
PERFORM AS DESIGNED SHALL BE REPLACED.
CR
(KED OR BROKEN LINES MUST BE REPAIRED OR REPLACED.
AN,
jCOMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A
DEC,PERMITTED
SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR
P1 1
vo
DISINFECTED AFTER BEING PUMPED OUT.
l
VJ Q
vo
LIC
l
U
SEP TANK ADDITIVES SHALL NO'T BE USED IN THE SEPTIC SYSTEM.. ADDITIVES
N
AREIUNNECESSARY
FOR THE PROPER OPERATION OF HOUSEHOLD SYSTEMS AND
Q
MAYICAUSE
THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED
\p
(y
INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE.
DO
tJOT DISPOSE OF EXCESS HOUSEHOLD GREASE OR FAT INTO THE SEP11C
SY
TEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF HOUSEHOLD CHEMICALS
'TOILETS.
H --I
OR�ILEANERS
INTO SINKS OR
WHEIIEVER
SEPTIC TANKS ARE 10 BE 'ABANDONED IN THE EVENT OF PUBLIC
SEWERS
ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE
RE
6VED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE -1N.
NO,
ITHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF
THF
(ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM.
FINAL
GRADE SHOULD BE
GRADED SO AS TO DIVERT ANY RUN–OFF AWAY FROM
IH
(ABSORPTION FIELD.
BARRIER MATERIAL 1 -1 Asv11�'U?e . \
SLOPE
\-4" PERFORATED PVC LATER/
SLOPE 1/16"-1/32" PER FT.
NOTES:
1. END OF ALL DISTRIBUTOR PIPES MUST BE
PLUGGED UNLESS INTERCONNECTED.
2. ALL LATERALS TO BE OF EQUAL LENGTH.
CAD FILE NAME
BEATT I E\SI TEPLAN\C-1
SCALE
AS NOTED
DRAWN BY MACKENZIE PELTON
DRAWING TITLE
EXISTING AND
PROPOSED
PLOT PLANS
AND DETAILS
DRAWING No.
C-1
„}t CSF
ti U % II w rA!Y 581 30 52-E
N F ho”
502.53.
m u,W /)
-
`\\ N
c
a�
cz
AREA
k a 49,528 sq.ft.
b G1.14 acres
1!> r
GRF
94.82 48q.63- GRF
109,10 CIRF
N81 O413'W 105,
T� 61 CIRF
V
o COO
IRS liO
ia
c�
(� W o O�
r believe I saw evidence of,
SEPTIC PLOT PLAN " I have seen OP 0 S enC°S, etC.,
I HAVE SEEN OR OBSERVED ALL OOJECIS w
all objects such as houses, els,
SUCH AS HOUSES, WELLS, TREES, FENCE , Erc shown on this document. I also represent tha „ E
SHO' ON THIS DOCU,N c"tT. I H4 E PFS;' NALLY
ME URED' iF I, C:�CE`� c r, _ pr,GRAM�� personally measured the distances set forth �� �ap
I �-
NF l',iE DATE ,IGN URE
C.M.
CIR
e)
N
`9 have seen a
all objects sucl
shown on this
personally mea