SEP-0179-2022 K
:.., office Use Only
Permit:#: ZO'zZ.
r+,ant;'{'.�ic&au •r°:
Permit Fee.
-: ay Road Queens uev,:NT 12804
P;318=761v 9256::wwvss.gueens ury,riet
Invoice:#:
FidddZone? Y eviewed:Bv-
SEPTIC DISPOSAL PERMIT APPLICATION vU,ri7�r, _...
Rroje'0 LocationtCk _
Tax Map#: .
_ PR 132022
RESIDENCE IWORMATION. CIJL
Year Built . Gallons #of:bedrbortts: X alloris ..R _fatal dailyflo v:_ g
per.day bedroom Garbage:Gnhdisr � e. ;�N
1980 or older 150 Instated:.. .circle:artie
V
:1981-1991 130 Spa ar Hot:Tu:k _Yes -No
.. .
1992-Present 110
isfiailed .(eircle tine
PARCEL INFQ1tMAT[ON:.
- _
Topography: Hat Rollin Steep..Slope__ %Slope: ...
Soil Nature. Sand Loam: Cla Other,.explain::
. t
Groundwater.
_... .. ..At.what depth:.?'
Bedr:oek .lmpervias material At:w;hat depth?
Dornestic iNater SuppIV. Municipal _ Will: _.Lake
if well or lake;water.:.supply':frQrim an_ys ptic system absorption is
Percolation Test: hate: y boa? per minute per-Inch (test.to be completed:by:a
licensed en ine6r/arthitect)
[PROPOSED-SYSTEM:INF.ORMATION:
.
•
---.:.......................:.............:..._._ .... .. ... ..
Tank size . gallons (mih. size 1;a0Q galions; add-250.gallons fc)'r each ' rbage::cylirid—for
spa/ho. t tub
. . ... . ......
System ... Alsorptio:n field w/#2 stone Total length. ® ff:, Each Trench #t.
Seepage Pit w/#3 stone Now many..: Size:
Altei native System Bed or,other.type:
Ho sling Tank System Total required capacity?. ankslze.
... ........
_.__.__. #.of tanks.
Stock Application Revised December MO
y
CONTACT.=INFORMATION'.PLEAS.E:PRINT LEGIBLY OR TYPE, PLEASE;:IN.CLU.DE AN.EMAIL
•. Applicant::
71
Name(s):
Mailing Address; C/S/Z:
. :...:....:. . .. . ..
Cell:Pho e::_( ): ........ Land
Email:
.........
• Primar Owner s
Name(s):.�c6
Mailing:Address, C/S/Z 1
Cell Phone:_ d� Lan Line:
��
Email:.
Check-if:all work-will be."performed by property:owner onl'
....�C
•. Contractor:
Contact Name.(sj... . ..
Coritractor`Trade
Mailing:Address,.:C/S/Z Z w r.V.! r ... . .:. ..._. .-......
Cell.Phone:_( ) Land Line(.
`*Workers' Comp documentation must be submitted.with this application.."
. .... . ...
....
•: En ine r s
Name(s�:: c r\
............ _.
...... ....
Mailing Address,C
Cell-Thone
'Email: \nfq e ..
.ContaCt P;ers6n,for;tom liance iin:regards to this project: �� o Ilea n -.'
Cell.Phoi e �}��-�� Land Line: j ^ .
Email:
NOTES: I.,Alarm.system and associated..electrical work must be inspected;lay a:Town approved::electeical
:
inspection agency; 2. We Will no Ionge'r allow systems to beZcyered unti[sue} time`as:an as . uilt plan
received arid.approved. The installed system must match the:septic layout omfile`no.exceptionsi K.As
builtArawings must.be,submitted`prior-to the inspection, if there has_f;eeri<a-change toahe subrriitted
plans:4.:if;:for-an reason,the l3uildii�g.permit application.is withclrawri,:3i3°l-.of tlie:fee_:is retair�e:dby tf7e
Town cif Queensbury.:After 2 year from the initial application:date, 100%. f the fee is retained.
Declaration:Any;permitor approva!granted which is.based°upon or is'granted`in:rel ance:.upon any material
.........:......... .........
representation or#ailure to:make.a materialfactor circumstance known by:or on aehpff of an;ap:pticant::shall be:
void. I have read:the:regulations:and:agree to abide by these and all requiremenfis of the.Town:cif Queensbury
Sanitay...Sewage Disposal Ordinance:.
IL
PRiNT:NAME:.. V�i . . ... :.....::.. . ;::.:.....:.......:' .
...
SIGNATURE: DATE �\
Septic Application. Revised Decerrber-2020
TOWN OF QUEENSBURY
742 Bay Road, Queensbu-ry, NY. 12804-5902
Septic System Checklist
Plan to scale
Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and
rchitects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects)
All wells on property and adjacent properties shown
Water line shown Municipal or well 10'separation to any part of system
Setback to property lines show 10'or more for any part of system
-Ck 1Y��Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10' from any waterline
*Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank
�&��Septic
for0',Separation required (field verification required)
tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each
ILeech Field 20'from foundation 100'from any well 10'from water line
p•1,9- Seepage pit 150'from well 50'from septic tank
P/jSeepage Pits 3-times diameter apart
I�Septic tank and pump stations over 30 gallons 50'from watercourse or wetland
9`(/ distance from bottom of trench or system 24" to bedrock or mottling 36"within 1000' of Lake George
GI-'(-S Leech field 100' from watercourse or wetland
t.// Toe of mound or bottom of retaining wall 10'from property line 100'from well 20' from
I Foundation
Provide Engineer/Architect stamp for bed or design systems
rf�Department of Health Approval for all mobile home park new systems Flood Plain requirements
(� 2' above established flood elevation to bottom of system
NYi All tanks anchored or 2' above flood elevation
tz� (dam
Revised 4/15/2021
John Obrien
Town of Queensbury
Re.- Septic System Design Certification
7 Reldview Road, TIO Queensbury
Tax Map #289.08-1- 75
John
An on -site visit to the above referenced residence was made on 4.28,22 by Jeffrey Mancini, Engineering
Inspector, to verify and document the as -built conditions for the newly installed septic system for this
residence, observations are as follows:
Visual inspection of the grounds revealed no standing water within the building envelope of the lot. Final
grading was to take place after the inspection.
It is my opinion, based on the field observations, that the septic system has been installed according to the
design plans submitted and meets or exceeds the minimum requirements for all Local and State sewage
disposal requireurents.
If I can be of further assistance, please do not hesitate to contact me at your convenience at
{518) 703-2480
Sincerely yours,
irnoth W. Wales P.E.
SEPTIC SYSTEM LIMITATIONS
1. The best designed and installed septic disposal system will eventually fail to function properly without
adequate maintenance. Inadequate septic tank maintenance con result in clogging of the tank and
sewage back-up into the home and/or sewage overflow onto the ground surface- The failure to
periodically clean a septic tank commonly results in clogging of the soil that surrounds the absorption
trench by overflowing. solids not removed by the septic tank.
2. This set of design plans and details is intended to provide subsurface sewage disposal for a typical
single family dwelling. No additions involving living or sleeping areas may be added to the dwellings
without the approval of the Code Enforcement Officer and the system redesign by a licensed Professional
Engineer. The seal and signature on any drawing specifically excludes certification for future expansion or \
field replacement.
3. No garbage grinders allowed unless installed as initial construction of the house, and the septic tank
size increased by 250 gallons. \
E.xis#in
4. No sump pump, water softener backwash, spas, hot tubs, whirlpools, or condensate waste shall be o'-veway
drained into the system. Well
5. The dwelling shall have water saving fixtures, including but not limited to. 2 gpm shower heads,
low water use toilets.
6. Observe water conservation practices. -j
7. Septic tanks shall be inspected annually to determine the scum and sludge accumulation by the
homeowner or a qualified septage hauler. The amount of build-up noted at each inspection shall be
recorded and maintained in a record book. The septic tank shall be pumped whenever the bottom of
the scum layer is within three inches of the bottom of the outlet baffle or tee, or the top of the sludge
is within ten inches of the bottom of the outlet baffle or tee. The pump -out clearances also apply to house 289.8-1-76
any chamber in multi -compartment tanks and to any tanks in series (i.e. pump out all tanks/chambers
as soon as any tank or chamber fails the minimum clearonce). Most tanks should be pumped out every
two to five years.
C)UM '1g dIjIYM�9N StttlG Jre(S� to
be pumped clean and badd>Il -
with a suitable meb m%l. RAMM
structure to 2e belolw e�ai ng
grade. Compact new till in 120
i ts•
E ft" septic tank to be
pumped dean and �specbed for
OW reused. 9
deemed unacveptable9 replace
with a new 1000 geron�
8. When septic tank is pumped, the septic tank inlet connection, baffles/tees, house sewer connection,
tank outlet connection, and pump pit (if present) shall be inspected. Any baffle or tee that hove 1 `
deteriorated and no longer perform as designed must be replaced. Cracked or broken lines must be 1OFSSeem* PT2 `
repaired or replaced. - - - -
9. Any company employed to clean and service the septic tank and system, must be a permitted
septage hauler, with valid standing with the New York State Department of Environmental Conservation PT1 N' a"rivewoy
office. Septic tanks should not be washed or disinfected after being pumped out.
10. Septic tank additives shall not be used in the septic system. Additives are unnecessary for the
proper operation of household systems and may cause the sludge and scum in the septic tank to be Proposed
discharged into the absorption field, resulting in premature failure.
11. Do not dispose of excess household grease and fat in the septic system. Sewage Disposal Field
12. Whenever septic tanks are to be abandoned (i.e. when public sewers are installed to handle '
household wastes), the tanks shall be pumped out and refilled with soil to prevent future collapse. - 4 laterals ®.35/f
13. Do not pour or dump chemical cleaners (i.e. ammonia) in the sinks or toilets. - 20' min to house `3B br %70USe
14. Do not discharge roof drains, or allow stormwater runoff to collect on the absorption field area. - 10' min t0 property line
15. No vehicle parking or traffic shall be allowed on any portion of the sewage disposal system-
- 100' min t0 wells lawn
16. The sewage disposal system is designed for domestic wastewater only, with the design of the - install min 5' from fence 1p0, S
absorption field on the projected flows. Any use of the dwellings that has a greater discharge of B�9C/f
wastewater flow than designed will require a redesign of the disposal system by a licensed Professional
Engineer.
17. The stamp seal and signature of the design engineer is for the intended use only, and any change Dk tib 1*M BOX
of use invalidates the seal. \ Existing
18. The effluent filter shall be checked and cleaned if necessary during each inspection of the septic tank. `
A record of filter cleaning is recommended so to better monitor the amount of solids trapped in the 0.86 Acres Well
filter cartridge. \ 289.8-1-75 pool area '
SEPTIC SYSTEM CONSTRUCTION NOTES z
1. The installation contractor shall notify the Code Enforcement Officer and/or the design engineer
prior to work, to review the installation details and inspection procedures-
2. There shall be no construction of sanitary facilities (septic systems) within 100 feet of a classified
wetland or water body. '
3. No roof, footing, floor, condensate, cooling water, softener backwash or any other drains shall be
connected to the septic system.
4. Fill material to be clean, loamy sand, with a stabilized in -place percolation rate to be no less than
1 inch in 5 minute, nor greater than 1 inch in 10 minutes. All imported materials to be approved in
writing by a licensed Professional Engineer prior to delivery to the site. 226.95 ..+
5. Piping material specifications:
A. House to septic tank:- 4" PVC schedule 40 solid pipe with watertight joints, minimum slope of 289.8-1-74
1/4" per foot;
Stone Gate Drive
i� 70Resove Am
Chainb! fence
_s
I II II TP1
-n,
CD
0.
C
CL
B. Septic tank to distribution box or effluent pump pit: 4" PVC schedule 40 solid pipe with MAP REFEREN'
watertight joints, minimum slope of 1/8" per foot;
C. Where installed, effluent pump pit to distribution box: 1 1/2" PVC schedule 80 solid pipe
with pressure rated watertight joints, pitched on reverse slope to drain into pump pit; 1- M appN ifelN *OM Wanell C U* GIS, Ta9X AftP WW 11r11iled
D. Distribution box to septic field absorption trench: 4" PVC sdr-35 solid pipe, minimum slope'
of 1 /8" per foot;
E. Septic field absorption trench: 4" PVC sdr-35 perforated pipe, maximum slope of 1 /16" per foot, cap all ends. SITE PLAN _
6. Septic tank specifications:
A. Tank to be installed level on a 6" minimum layer of compacted gravel or stone; 1
B. Precast concrete tank, dimensions and features as shown;
C. Inlet baffle or 4" PVC tee to extend 16" minimum below flow line, 6" above flow line;
D. Outlet baffle or 4" PVC tee to extend 18" minimum below flow line, 6" above flow line;
E. Free air space above tees to be 3" minimum to top of tank.
F. Where installed, 4" plastic effluent filter cartridge with wooden handle extension to grade.
G_ Grade access covers to be 24" integrated plastic or cast-iron cover, securely attached to tank.
7_ Distribution box specifications:
A. Box to be installed level on a 12" minimum layer of compacted gravel or stone;
B. Precast concrete box, dimensions and features as shown;
C. Outlet speed levelers to be installed in the distribution box and adjusted to equalize the flow
to each lateral.
8. A permeable geotextile or non -woven filter fabric to be installed over the absorption trench areas to
prevent the infiltration of soil into the aggregate.
SEPTIC SYSTEM GENERAL NOTES
1. There shall be no change on these plans in advance of, or during construction, without prior written
approval of the design engineer.
2. The workmanship, construction practice, material standards, and inspection requirements shall comply
with the latest edition(s) of the following:
A. New York State Department of Health
1. New York Title 10. Department of Health. Chapter 11. Part 75. Standards for Individual Onsite Wastewater Systems;
2. Appendix 75-A, Wastewater Treatment Standards -Residential Onsite Systems, March 16, 2016
B. Local town, village, or city sanitation ordinance(s).
3. The following inspections of the septic system by a licensed Professional Engineer shall include: DUAL COMPARTMENT
FULL -DEPTH BAFFLE w/PORT (s19= NOTES)
A. Fill material, at borrow pit or source of origin (perc- test may be required); -
B- Fill material, in -place and finish graded; MET PIPE 24- INSPECTION 4- OUTLET PPE
MIN
C. Prior to bockfill of piping, tanks, pits, well seals, etc.; 1/4- / FT- MIN. j oovER ( ) i i SLOPFT.'
D. Upon final grading of site. SLOB -
4. Any modifications to the septic system design shall be performed by a licensed Professional `
II '
*BAFFLE10
Engineer. A/ I1 A X
S. The installation contractor shall prepare the "as -built" sketch which has accurate dimensional
-
--------{} -----
distances to each of the septic system components, as measured from at least two different physical
landmarks (i.e. foundation corners, well cap, boundary markers, etc.). This record information shall be
•INLET Nt OUTLET 4' PVC TEES MAY BE
furnished to the home owner, Town, or other municipal officer, as required, and prior to occupancy of
USED INSTEAD of CONCRETE BAFFLES
the dwelling.
TENGTH'
6. The septic system designs are typical size requirements for the number of bedrooms listed in the
PLAN VIEW
design charts, and are based on established. design flows and preliminary soil percolation rates
determined in the field- The installation contractor shall immediately notify the design engineer of any
field conditions which deviate from the information as shown on the approved plans.
7. The septic system designs shown were sized in accordance with the New York State Department of
as applicable.1�����,
AND _
Health standards, and local regulatory codes,
8. The home owner is referred to the Health Department publication (Note 2, paragraph A.2 listed
4' INLET PIPE 12' COVER MAX -
above) for the recommeded procedures in system operations and maintenance.
1/+" / FT. WIN.
SLOP
-'"-
9. The design engineer shall be relieved of liability if the home owner fails to maintain the septic system
in accordance with the Health Department guidelines and/or the limitations listed on this plan, causes
s
- - Q- -
to exceed the design flows, or modifies the system in any way.
16' MIN-
18' MIN.
10. The home owner shall immediately notify the Health Department if the septic system has foiled.
W
L--6'
FMISNED GROUND
Alk
2' COVER MAX. 1 1/2- TACK ALL SIDES 1S
4' INLET PIPE .�.' a OUTLET PIPE
1/0- / FT. NMI. ,/B- , FT. ION.
SAFRE
SLOPE ' SLOPE 2' WL SUMP
A
12' MIN COARSE SANDWATERIGH TT OR PEA.STONE 4' KNOCKOUTS
JOINT (TYP) T•Y IC' XY _ ,/HOPE PIPE SEALS
PRODUCT. FORT MILER 02 DISVOUT N ROX, OR EQUAL.
SECTION 'A -A
-'� DISTRIBUTION BOX DETAIL
EACH OU7t£r n77ED NON-T VJM 4Tm
wTH SPEED LEVELLERS STIKICIIIE
4' OUW PIE
e MET PIPE 1/11 � FT. WL
,/B- / F1. MN. - SLOPE
SLOPE
OURE7 (T,rP-5)
IM,SEn
OPENINOS
PLAN VIEW
= o �
'WALL'
(TYP,) fL00R'
We-
F 6- MN. CLEAN SAND, PEA
OR WASHED5NAGGftE lE
SECTION A -A
SEPTIC TANK CAPACITY
NUMBER OF
BEDROOMS
DESIGN
Flow
MINHKIM TANK CAPACITY & LIQUID SURFACE AREA
W/O GARBAGE GRINDER
w/ GARBAGE GRINM
2
220 GIRD
1,000 27 S.F.
1.250 • 34 S.F.
3
330 GPD
1,ODD 27 S.F.
1.250 « 34 S.F.
4
440 GPD
1.250 34 S.F-
1.500 • 40 S.F.
5
550 GPO
1,250 34 S-F-
1.500 ' 40 S.F.
• DUAL COMPARTMENT TANK d GAS DEFLECTION BAFFLE REQUIRED
NOTES
EFFLUENT FILTER
W/ GRADE ACCESS COVER
I. WHEN GARBAGE GRWOERS ARE INSTALLED AT THE TIMES OF HOUSE CONSTRUCTION,
NOTES)
A GAS DEFLECTION BAFFLE AND A DUAL COMPARTMENT SEPTIC TANK. OR TWO
(SEE
TANKS IN SERIES, SHALL BE PROVIDED TO MINIMIZE THE SOLIDS CARRYOVER TO THE
ABSORPTION AREA (DISPOSAL FIELD).
C OUTLET PIPE
1/8- / FT. MIN.
2. 3" MINIMUM ELEVATION DROP THROUGH STRUCTURE FROM INLET TO OUTLET -
SLOPE -
3. TANK SIZE REQUIREMENTS FOR MORE THAN SIX BEDROOMS (EQUIVALENT DAILY
FLOW) SHALL BE CALCULATED BY ADDING 250 GALLONS AND SEVEN SQUARE FEET
OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. A GARBAGE GFW"R SHALL
BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK
SIZE. A HOT TUB/SPA SHOULD BE CONSIDERED EOLNVALENT TO AN ADDITIONAL
BEDROOM FOR DETERMINING TANK SIZE_
4- EFFLUENT FILTER, 'POLYLOK' BRAND OR SIMILAR PRODUCT TO BE
w
ADDED TO THE SEPTIC TANK OU71ET EFFLUENT FILTERS MIEN
?
PROPERLY MAINTAINED CAN EXTEND THE USEFUL LIFE OF THE DISPOSAL FIELD. ALL
SYSTEMS ARE SUSCEPTIBLE TO CLOGGING BY SOLIDS CARRY-OVER. LEADING TO
PREMATURE FAILURE. IF INSTALLED, A GRADE ACCESS COVER SHALL BE PROVIDED D-
FOR PERIODIC INSPECTION A CLEANING OF THE EFFLUENT FILTER DEVICE.
5. PLASTIC TANKS ARE ACCEPTABLE FOR AREAS THAT ARE NOT EASILY BE ACCESSED AID
GAS DEFLECTION BAFFLE
SHALL MEET ALL THE MINIMUM SIZE REQUIREMENTS LISTED.
(SEE NOTES)
• AVAILABLE AS SINGLE COMPARTMENT TAN(
•• AVAILABLE AS DUAL COIPAR7IENT TANK
I SEPTIC
TANK DIMENSIONS
TANK CAPACITY
LENGTH
WIDTH
INLET
OUTLET
HEIGHT
WALL
TOP
FLOOR
LO
MANUFACTURER IN V MA170N
1.000
8'-8 1/2'
5'-0 1/2'
4'-9'
4'-6"
5'-6'
3"
4-
4"
Or
FORT MILLER CO.. SEAMLESS '
1,250
10'-2'
5'-3-
4�-9'
4'-6'
5'-6"
3-
4-
4'
48'
FORT MI LLER CO.. SEAMLESS
1.500
tt'-0'
6"-0"
5'-1"
4'-10"
6-3'
6"
8"
6'
49'
FORT MILLER CQ, HEAVf'DUTY
SEPTIC TANK_ DETAIL
N.T S.
TRENCH LEI
I I 4" SOLID PVC SCH-40
1/4'/ FT MIN. SLOPE LSOLD PVC SDR-35
I 1/8' / FT. MIN. SLOPE
I 1 4' SOLID PVC SCH-40
I I 1/8'/ FT MIN. SLOPE
II
WELL DWELLING SEPTIC DISTRIBUTION
SUPPLY TANK BOX
SANITARY FACILITIES - SCHEMATIC DETAIL
20'
11_D=1 `'I1-11=1 dl-ll-11=
11=II=lI= 11-11=.I1= A=11=11
.,.. •Zd ._, �. .., !Lit
�i:Ii.� i •1i1i �i �i;1i � i
ABSORPTION TRENCH SYSTEM
BASIS OF DESIGN g L
r,NIMLL) WOUND
SEPARATION:
24' MINIMUM DEPTH TO BOUNDARY CONDITION
ABSORPTION FIELD
BED / TRENCH SYSTEM
LANDSCAPING: 6" MINIMUM
TOPSOIL w/SEED do MULCH
RESERVED
- - 50X EXPANSION - - - - -
..., USABLE SOIL: 48' MIN. DEPTH
1 TO 60 MIN/INCH PERCOLATION RATE
_O-
IAX. SEPARATION:
24" MINIMUM DEPTH TO
BOUNDARY CONDITION
N. T.S.
N.T.S.
1
6" MIN.
12' MAX.
END CAP
UNDISTURBED GROUND LEVEL TRENCH BOTTOM
NOTES TRENCH PROFILE
1_ DO NOT WSTALL TRENCH W WET SOIL
2. INSTALL TRENCHES PARALLEL TO CONTOURS.
SECTION VIEW 3. INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET ABOVE NOTED MINIMUM DEPTHS.
4. RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE.
5. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED.
6. SLOPE DISTRIBUTOR PIPE A 1/16- - 1/32" PER FOOT.
ABSORPTION TRENCH DETAIL - TYPICAL
MATERIAL SPECIFICATIONS SCHEDULE
ITEM
SIZE
MATERIAL
SLOPE
SEPTIC TANK
SEE DETAIL
PRE -CAST CONCRETE
-
DISTRIBUTION BOX
SEE DETAIL
PRE -CAST CONCRETE
-
HOUSE TO SEPTIC TANK
4"
SOLID PVC SCH-40
1/4" / FT. MIN.
SEPTIC TANK TO D-BOX
4"
SOLID PVC SCH-40
1/8" / FT. MIN.
D-BOX TO LATERALS
4"
SOLID PVC SDR-35
1/8" / FT MIN.
FLATERALS
4"
PERFORATED PVC SDR-35
1/16" / FT. MAX.
ABSORPTION TRENCH LAYOUT DETAIL
N. T.S.
SOIL PROFILE INFORMATION
DEEP HOLE TEST PITS AND PERCOLATION TESTS: MARCH 21, 2022
TIP-11
0-8" TOPSOIL
8"-33" TAN LOAMY SAND = II1,7=vim♦�1i
33"-84" BROWN LOAMY SAND-
j
ROOTS TO 6", NO WATER, NO MOTTLING
STABILIZED PERCOLATION RATE. 4 minutes i l�
PERFORMED BY JEFF MANCINI, CLEAR 45, NO FOST ,;;7; 41"
BASIS OF DESIGN
3 BEDROOMS
(11 ,
Percolation rate = 4 minute 00 seconds (actual)
0 `'} _ ''
C.
Percolation rate = Use 1-5 min. for design.
-r3 ..,)
<• i
Application Rote 1.2 gal/day/s.f.
For 3 bedrooms per dwelling
( '
Use 0 = 330 gpd TO�V.�I�i OF QUEEN
U
330 gpd BUILDING CODE
D
cjA
`
= ------
�eVlewed
C
1.2 gpd/sf
5 -J
7`'
A = 275 sf Date: 7
o�7,L=
275sf/2sf%ft `{ -
v J
i F
L 138
= If of trench required I IC L
t V
,
•
B
4 LATERALS O 35' - 140 LF PROPOSE
PERCOLATION TESTS: March 21_ 2029
PERCOLATION TEST
RUN
NUMBER
PERCOLATION HOLE (PT)
1
(24" DEEP)
2
(24" DEEP)
1
PRESOAK 1PRESOAK
2
3min 13sec
2min 45sec
3
3min 30ec
3min 25sec
4
4min OOsec
3min 47sec
5
3min 41 sec.
4min OOsec.
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