2010-166 el" TOWN OF QUEENSBURY
��� Q^r 742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201
n',
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20100166 Date Issued: Thursday, December 27, 2012
This is to certify that work requested to be done as shown by Permit Number P20100166
has been completed.
Tax Map Number: 523400-290-000-0001-038-000-0000
Location: 223 CHESTNUT RIDGE Rd
Owner: DOUGLAS & GLORIA FORD
Applicant: DOUGLAS & GLORIA FORD
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
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 Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
518
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20100166 Application Number. A20100166
Tax Map No: 523400-290-000-0001-038-000-0000
Permission is hereby granted to: DOUGLAS &GLORIA FORD
For property located at: 223 CHESTNUT RIDGE 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: DOUGLAS &GLORIA FORD Septic Alteration Residential
223 CHESTNUT RIDGE Rd Total Value
QUEENSBURY,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
IBS SEPTIC &DRAIN
ATTN: IVAN BELL
2 LOWER WARREN St
QUEENSBURY,NY 12804
Plans &Specifications
2010-166
SEPTIC ALTERATION RESIDENTIAL
$25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, April 20, 2011
(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 To of yns9. T • s ,A ri120, 2010
4
SIGNED BY '`` E for the Town of Queensbury.
Director of Building&Code Enforcement
�� o —� -3,?' OFFICE USE ONLY
TAX MAP NO. r ii . ,-- — - \' y �1
PERMIT NO. a .,._.......
PERMIT FEE z ' , s i ,i
if
APPROVALS: ZONING
---------------
TOWN CLERK , t ' A ' 2010 't)
APPLICATION
------- __ ;b�: -T- ... �y� ... p
FOR SEPTIC DISPOSAL SYSTEM ,r ' , -
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID
OWNER: ,' % _: .,� !^ ^ ,
.. INSTALLER: / <(
ADDRESS: i
_ c• _ t
ADDRESS: , c`. /
PHONE NOS.
PHONE NOS. I fr 9
LOCATION OF INSTALLATION: I e " —
YEAR BUILT NO.OF
BEDROOMS x COMPUTATION= = TOTAL DAILY FLOW RESIDENCE INFORMATION:
1980 or older X 150 gallon per bedroom
1981 -1991 ���r = -..e.) GARBAGE GR /D
•�% X 130 gallon per bedroom
INSTALLED?
HO /��`�-�---
1992-present = -,
1_ X 110 gallon per bedroom SPA OR HOT TUB
j 4 INSTALLED?
PARCEL INFORMATION:
✓ TOPOGRAPHY: Flat rolling /� //
Steep slope—�Z�'- ". %Slopel�
✓ SOIL NATURE: SandM //Loam_ Clay..4 Other �9
✓ GROUNDWATER: At what depth? I/ ���L
✓ BEDROCK/IMPERVIOUS MATERIAL: A/�1L
At what depth? ____
✓ DOMESTIC WATER SUPLY:
Municipal,� '_� -Well (If,well: Water supply fro
system absorption is m Dan septic
ft)
✓ PERCOLATION TEST: Rate is �i ,cs.e)
per minute per inch.
(Test to be completed by a lice sed professional engineer or architect.
PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal )
g p sal systems must be designed by
a licensed professional engineer or architect (unless installed in a Planning Board a
TANK SIZE: = GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 allons t pproved subdivision).
each garbage grinder, spa or whirlpool tub. g o the size of the septic tank for
SYSTEM TYPE:
ABSORPTION FIELD (WITH NO. 2 STONE)
Total length?j10____ft. Each trench_,:c6__. ___Y___❑ SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? X
-
❑ ALTERNATIVE SYSTEM Bed Size?___ZZg-___7
or other type?
❑ HOLDING TANK SYSTEM
Total required capacity? t
Tank size?__La. Number of tanks? A/141.
I` NOTE: ALARM SYSTEM AND ASSOCIATED• ELECTICAL
11 APPROVED ELECTRICAL INSPECTION AGENCY. PLEAS WORK MUST BE INSPECTED BY TOWN OWN.,.....:.
.... ...,.. , : :.::: ..:...:...:::.:.:.:......:: E REVIEW LIST PROVIDED. T
For your protection, lease
•
•
p nhte that pursuant to Section 136-29 of the Code of the Town of n.,„„--i---
permit or approval granted which is based i,nn„ ,,.;., .__
f7il„rr,a.. .Y_._
4 �
Septic Inspection Report
Office No. (518) 761-8256 Date Ins.- ion -• jam
Queensbury Building &Code Enforcement Arrive: (1:r ! - /impart: m
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: i
NAME: r✓ RMIT NO.: / b —I&2 LP
LOCATION: Y ♦ a l� INSPECT ON: iz—Z1 —)Z,
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/ Pitr P
Opening Sealed: Y_Nr ' L k
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 r Left Side Right Side Middle Front Middle Rear
stem U S us:
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
L:\Pam Whiting\2010\Bullding Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc
RUCINSKI HALL ARCHITECTURE �`t���
Ronald Richard Rucinski ,tJ
Ethan Peter Hall �\c"�G
627 Maple Avenue q- /-
Saratoga Springs NY 12866 P
Voice 518 580 1905
Fax 518 584 5012
Email ephall@nycap.rr.com
Septic As-built for Ford Residence
25 April 2010 J
John O'Brien —Town of Queensbury Building Department 4
12
742 Bay Road
Queensbury NY 12804
Re: Septic As-built for 223 Chestnut Ridge Road
John,
At the above referenced project location I observed the installation of the sewage disposal system
including the septic tank, distribution boxes 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, .
/441-:: : ,::',_':."'„ ., .
lidoe
F
f
Ethan Peter Hall �` � � .. .
Architectpc, Boit. ,-
-„ .::,..::._.,„...__,,
Y:\Ford Residence\paperwork\Letter 25 Apr 2010.doc 1
Septic Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm Depart:c r?Cam/pm
742 Bay Rd., Queensbury, NY 1 804 Inspector's Initials: ,
O.: . '
NAME: / r PERMIT N0-
Q
LOCATION: 22 j w r t), ;/tel 1INSPEcrON:
RECHECK:
Comments and/or diagram
Soil Type: /Clay
Type of Water: Municipal/Well Water
It-
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Well Casing Length 50' +/- NA
[150'to well required if NO]
Absorption Field: Total length ft. C2t ' k
Length of each trench ft.
Depth of trenches -2
Size of Stone r1
Seepage Pits: Number I]
Size:
Stone Size: � l✓ Avyrza
PipingSize Type �-i
Building to tank " 3 v ��__ d
Tank to Distribution Box SSR
Distribution Box to Field/ Pit
' S6.k ZC) L��
Opening Sealed: N
End Cap __ N
Inlet/Outlet Pipes&Baffles _N ,, "�
Manholes 12"or less below grade �_N ViZOVM4--' i 4.211
[provide extension collar if Yes] ✓Y N
Location/ Separations
Foundation to tank /()-k- ft.
Foundation to absorption •., ft.
Separation of Pits , VVk ft.
Conforms as per Plot PlanCirfrstp1414(
Engineer Report an As- —Y
ETU Maintenance ontract _Y_ N
provided
Location of System on Property:
Front Rear Left Side Right Side Middle Front Middle Rear
stem Use Stat :
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 Repor&_03 29 10.doc
0
z
0
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100 150 200
} � 0 25 50 �
GRAPHIC SCALE
' FROM GIS PROVIDER—
.,,
I
NEW SEPTIC TANK / �p
/+ 4/
/ NEW DIST. BOX 10'-o"
MIN. 4
/ NEW LATERALS J
/ 4 AT 50'
SEE DETAILS
/ (INSTALL PARALLEL
/
/ TO SLOPE OF EXIST. /
GRADE) /
/ REPUTED
/ WELL LOCATION
J REPUTED SEPTIC
SYSTEM LOCATION /
/ TO BE REMOVED TO
ALLOW FOR NEW POOL + /
INSTALLATION + /
/
�--- 1
/
PLOT PLAN
GRAPHIC AS NOTED
MIN. SLOPE
1/4- PER FOOT
SEPTIC TANK --
BY FORT MILLER OR
EQUAL
PROVIDE 3" SAND OR
PEA GRAVEL UNDER TANK
APPROXIMATE
FINISH GRADE
LIQUID LEVEL
�-1-INLET & OUTLET
-
3: BAFFLES
wo5a
011
0
Or �
J
MINIMUM 2x WIDTH
MAXIMUM 4x WIDTH
SEPTIC TANK
N.T.S.
RECOMMEND ALL ACCESS
at CLEANOUT OPENINGS
BE RAISED TO 6" BELOW
FINISH GRADE.
MIN. SLOPE
1/8- PER FOOT
1. ALL UNITS SHALL COMPLY WITM AND SHQUIREMENTS OF THE NEW ALL BE PRECAST CONCRETE RK
STATE DEPARTMENT OF HEAL
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT.
2. ALL STRUCTURES TO BE PLACED ON FIRM,
COMPACT SAND OR
GRAVEL FOUNDATION. WH pES R EXISTING
EUNPLACEDTION CONDITIONS
ARE UNSUITABLE, CRUSHED
NECESSARY TO ACHIEVE A STABLE FOUNDATION.
3. SEPTIC TANKS INSTALLED IN A�WHEEL LOADING.
E EXTRA HEAVY
CONSTRUCTION DESIGNED FOR
H20
`,I have seen or observed, or believe I saw evidence of,
all obiects such as houses, Wells Lilac .,
!_jve
,,,cr ,t`. ;7 n `"'S+
V, EI
S.
h'!' easu ed elle o1stances set trth on the diagram.
. IG{dA RE #/DNA E
—To TILE
FIELD
2" MIN:
FROM SEPTIC ------
TANK
2'-0"
0
GENERAL NOTES
INFORMATION SHOWN ON THIS DRAWING
ACTUAL FIELD SURVEY.
KEN FROM
A TAX MAP DOCUMENT AND NOT
LEGEND
PROPERTY LINE
SS ss — SS --- ss SANITARY SEWER
E/p EDGE OF PAVEMENT
U L.1 \ V v
FIELD PERCOLATION TEST PERFORMED 2 APRIL 2010 B
ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE
TEST PIT DEPTH STABILIZED RESULT
In inches per one inch drop
23 4 : 50
1
2 22 4 : 45
TEST PIT DATA
TEST PIT INFORMATION INSKTAKEN
HALL ARCHITECTURE
010 By
ETHAN P. HALL R
IPO 8 Inches, topsoil dark mbro brown sandy gravel, trace silts
wn loam
28-36 Inches, brown/gray
8 -28 Inches. medium/ravel w/trace silts
36-48 Inches, br � gray sand
48 Inches, hard pan) sn
MOTTLING AT 36"
WATER SEEPING AT 36"
R" Inches, topsoil dark brown loam
6 -23 Inches, medium/redish brown gravel sandy gra
sjltse silts
23-34 Inches, medium brown/gray 9
34-48 Inches, light gray moist gravel w/sand
48-56 Inches, lightgray compacted sand
56 Inches, hard pan`sand
MOTTLING AT 32"
WATER SEEPING AT 34"
CONCRETE OR STONE
MARKER ABOVE ALL
BURIED COVRS
GR��N �y�D RECOMMEND D.
DE
17" MIN.
OVER
#1 DIS IBUTION BOX
BY FOR MILLER OR
EQU AL
F Ln
GRAVEL
ALL OUTL T INVERTS
0 BE SET AT
-XACTLY 'SHE SAME
ELEVATIO .
(USE OF PEED LEVELERS
ENCOURAGED)
DISTRIBUTION BOX
N.T.S.
" 15% MAXIMUM
40-0" 2 -0 CROSS SLOPE
ON SLOPED SITES
OVERFILL TO ALLOW
FOR SETTLEMENT
N UNTREATED BUILDING PAPER,
EARTH OR GEOTEXTILE.
O FILL
iD 4" PERFORATED
/--'' LATERAL
N 3/4" TO 1 1/2"
Z CRUSHED STONE
6'-0' a
N
MAXIMUM SEASONAL HIGH
GROUNDWATER ELEVATION
N.T.S.
12" MAX.
2" MIN.
z
N
MAXIMUM SEASONAL HIGH -_
GROUNDWATER ELEVATION
SEWAGE DISPOSAL 51�--) I tlV1 "41-2 116'
THERE SHALL BE CHANGE 0 APPROVAESE L OF THE DESIGN PROFESSIONAL OR THE
LANS IN ADVANCE OF OR DURING
CONSTRUCTION, W{WITHOUTPRIOR
CITY BUILDING INSPECTOR.
DESIGN, CONSTRUCTION, MATERIAL STANDARDS NDINSPECTION
NSP C ARK STAREQUIREMENTS
SHALL COMPLY WITH THiE LATEST EDITION(S) OF
DEPARTMENT OF HEALTH WASTEWATER
TREATMENT STANDARDS -INDIVIDUAL
HOUSEHOLD SYSTEMS APPENDIX
SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED
GRAVEL.
SEPTIC TANK TO HAVE SCH 40 PVCABOVA AT
U ED OUTLET.
- INLET 12" BELOW FLOW LINE, 6
- OUTLET 14" BELOW F_' OWLINE, 6* ABOVE o TOP OF TANK FLOW UNE
3" AIR SPACE ABOVE
NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE
CONNECTED TO THE SEWAGE SYSTEM.
DNO RA DRAINED MP PUNTOTHE SON EMSATE. WATER
SOFTENER OR HOT TUBS SHALL E
THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A
CLASSIFIED BODY OF WATER. LE 40 WITH
HOUSE TO SEPTIC TANK: 4"0 PVC SC
HEDU
SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOXT 4NPPVC SDR MINIMUM26
SPOSAL FIELD:
WITH TIGHT JOINTS, MINI AUM PITCH 1 /8SLOPE/16 SANITARY PER FOOT, I CAP ALL ENDS.
4"o PERFORATED PLASTIC PIPE MAXIMUM
FILL MATERIAL TO BE CLEAN SANDY NHERE REQUIRED) PERCOLATION RATE OF
BETWEEN 10 AND 15 MIFF FOR 1
THE BEST DESIGNED ANLL INSTALLED SE 11C SYSTEM WILL EVENTUALLY FAIL TO
MAINTENANCE. INADEQUATE SEPTIC TANK
FUNCTION PROPERLY "IHOUT PERIODIC
MAINTENANCE CAN RESULT IN CLOGGING OF THE THE GROUND SURFACE.
D SEWAGE BAFAILURE TO
THE HOME AND/OR SEWkGE OVERFLOW ON
PERIODICALLY CLEAN A
SEPTIC TAN p BY OVERFLOWING SOLIDS NOT RESULTS IN 1 REMCOMMONLY OVED SOIL
SURROUNDING THE ABSORPTION FILE
THE SEPTIC TANK. ONLY FOR
THIS DESIGN IS INTENDED TO PROVIpSNVOLVING LIVING OR SLEEPURFACE SEWAGE DISPOSAL ING AREAS
THE LOT IT IS SHOWN 014. NO ADDITIONS AL OF THE BOARD OF
MAY BE ADDED TO THIS BUILDING WITHOUT
SURFACE DISPOSALVSYSTEM. THE SEAL AND
HEALTH AND REDESIGN OF THE SU
SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE
EXPANSION OR REPLACEMENT.
NO GARBAGE GRINDERS ALLOWED UNLESS
INSTALLENCREASED(BY A BY
MUM OF 250ITIAL N OF
THE HOME AND THE SEPTIC TANK SIZE
GALLONS.
FIXTURES. INCLUDING BT NO
DWELLING IS TO HAVE WATER SAVIN LOW WATER USE TOILETS, SINK FLOW UMITED T0:
LESS THAN 2 GPM SHOWER HEADS,
RESTRICTORS. OBSERVE NATER CONSERVATION PRACTICES.
SEPTIC TANK SHALL BE INSPECTED ALLY TO DETERMINE SEWAGE SCUM A . D SLUDGE
THE BY THE HOMEOWNER OR A
AMOUNT OF BUILD-UP N,JTED A7 THE INSPECTION SHOULD BE RECORDED AND
MAINTAINED BY THE HOMEOWNER TANK SHALL BE PUMPED WHENEVER THE
OF THE BOTTOM OF THE
UTLET
BOTTOM OF THE SCUM LAYER THE
IS WITHINT" CLEARANCES ALSO APPLYOTO ANY
BAFFLE OR SANITARY T". THE PUMP
CHAMBER IN MULTI -COMPARTMENT TANKS
THREE YEARS.
IN SERIES. MOST -TANK
SHOULD BE PUMPED OUT EVERY TWO
WHEN SEPTIC TANK IS PUMPED. THE SEPTIC TANK, ESTNAT HAVE SEWERHOUSE
GONNEC hUN AND OUTLET Slit+LL BE INSPECTED. s,
DETERIORATED AND NO LONGER MUST BE REPAIRED DDESIGNED
IG REPLACED. BE REPLACE'
CRACKED OR BROKEN LIN.
ANY COMPANY EMPLOYED TO CLEANEPAL TANKSESHOULD NOT BE WASHED OR THE SEPTIC TANK MUST BE A
DEC PERMITTED SEPTAGE HAULER.
DISINFECTED AFTER BEING PUMPED OUT.
SEPTIC TANK ADDITIVES SHALL NOT R USED IN THE SEP11C SYSTEM -
OPERATION OF HOUSEHOLD SYSTEMS AND ADDITIVES
ARE UNNECESSARY FOR NE PROPS' TANK TO BE
EPTIC
MAY CAUSE THE SLUDGE AND SCUMTIN ING NE PREMATURE FAI URE. DISCHARGED
INTO THE ABSORPTION FIELD,
DO NOT DISPOSE OF EX OR S HOUSEHOLD GREASE OR FAT
DU OR
SYSTEM. DO NOT POUR MP ABNORMAL AMOUNTS OF INTO
CHEMICALS
OR CLEANERS INTO SINKS OR TOILETS.
WHENEVER SEPTIC TANKS „ARE TO BE ABANDONED IN THE HANDLE HOUSEHOLD WASTES. THE TANKSOF PSHOULD NE
UBUC
SEWERS ARE INSTALLED TO HA
REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE -I.
NO VEHICULAR TRAFFIC 0� PARKING SHALLBE AL SYSTEM.
N ANY PORTION OF
THE ABSORPTION FIELD OR THE SEWAGE
FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM
THE ABSORPTION FIELD.
No. DESCRIPTION J..DATE
REVISIONS
WORK IS TO BE AS SHOWN 8c
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
1 •"OF QUE SgU
SEPTIC SYSTEM DESIGN I , ypv,
gra $°DE
SIGN FLOW - 4 BEDROOM HOUSE WITH NEW STANDARD WATERateSAVING FIXTURES AT 110 ypd PER BEDROOM = 440gpd SEPTIC TANK - 1,250 gal TF.NINS7 REQUIRED
AN ADDIiIONALRESIDENCES
250 gal. OF
GARBAGE DISPOSAL IS TO BE
CAPACITY WILL BE PROVIDED IN THE SEPTIC TANK AND A GAS COLLECTION
BAFFLE.)
ABSORPTION F1ELD - 1 to 5 MIN. PERC. RATE -APPLICATION RATE
1.2 gal/day/sq. ft. - 440 gpd DIVIDED BY 1.2 gal/day/sq. ft. =
367 sq. ft. OF TRENCH REQ'D. WIDTH
PER LATERAL USE 4 LATERALS
AT 50' 400 sq. ft. OF APPLICATION
ARE
VIII.=..1111,,,,
SLOPE
ul'N 1:1:w, ENSBURY
'ID NG ARTMENT
Based fah brit litflited 13minetion, compliance
- BARRIER MATE
with our Eefilfh@hl§ gh2 (111 be cons6ued as ;
,Oft"� fp@ Iii a 8
�
tions
f
o
New Ydr C Slate. Cod
4' PERFORATED PVC LATERAL,
SLOPE 1/16"-1/32" PER FT.
NOTES:
1
PLUGGEDLL UNLESSI13UTOR PIPES
ST BE
INTERCONNECTED.
P
2. ALL LATERALS TO BE OF EQUAL LENGTH.
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WORK IS TO BE AS SHOWN 8c
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
1 •"OF QUE SgU
SEPTIC SYSTEM DESIGN I , ypv,
gra $°DE
SIGN FLOW - 4 BEDROOM HOUSE WITH NEW STANDARD WATERateSAVING FIXTURES AT 110 ypd PER BEDROOM = 440gpd SEPTIC TANK - 1,250 gal TF.NINS7 REQUIRED
AN ADDIiIONALRESIDENCES
250 gal. OF
GARBAGE DISPOSAL IS TO BE
CAPACITY WILL BE PROVIDED IN THE SEPTIC TANK AND A GAS COLLECTION
BAFFLE.)
ABSORPTION F1ELD - 1 to 5 MIN. PERC. RATE -APPLICATION RATE
1.2 gal/day/sq. ft. - 440 gpd DIVIDED BY 1.2 gal/day/sq. ft. =
367 sq. ft. OF TRENCH REQ'D. WIDTH
PER LATERAL USE 4 LATERALS
AT 50' 400 sq. ft. OF APPLICATION
ARE
VIII.=..1111,,,,
SLOPE
ul'N 1:1:w, ENSBURY
'ID NG ARTMENT
Based fah brit litflited 13minetion, compliance
- BARRIER MATE
with our Eefilfh@hl§ gh2 (111 be cons6ued as ;
,Oft"� fp@ Iii a 8
�
tions
f
o
New Ydr C Slate. Cod
4' PERFORATED PVC LATERAL,
SLOPE 1/16"-1/32" PER FT.
NOTES:
1
PLUGGEDLL UNLESSI13UTOR PIPES
ST BE
INTERCONNECTED.
P
2. ALL LATERALS TO BE OF EQUAL LENGTH.
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SCALE 1 "=20'-0"
DRAWN BY
DRAWING TITLE
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I DETAILS
DRAWING No.
C-1