1.5 1.5
SETPH.VAR\Williams Al—New Well Setbacks—In APA-10-17-2022
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF AL WILLIAMS
RESOLUTION NO.: ,2022
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is
authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal
Ordinance, and
WHEREAS, Al Williams has applied to the Local Board of Health for variances from Chapter
136 to install a new leach field on property located at 23 Sunset Lane in the Town of Queensbury with
such leach field to be located::
1. 3' from the side yard property line instead of the required 10' setback; and
2. 77' from the well instead of the required 100' setback;
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury's Local Board of Health will hold a public hearing
on Monday, November 7t", 2022 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Al Williams' sewage disposal variance application concerning property
located at 23 Sunset Lane, Queensbury (Tax Map No.: 226.19-2-8) and at that time all interested
persons will be heard, and
BE IT FURTHER,
RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town
Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice
to neighbors located within 500' of the applicant's property as required by law.
Duly adopted this 17t'day of October, 2022,by the following vote:
AYES
NOES
ABSENT:
t - .
M 1' SEPTIC VARIANCE office Use OniV
Permit M
APPLICATION Permit Fee:$
Town of 0_wensbar}
. invoice#:
742.Bay Road,Queensbury,NY 12804
P:518-761-8256 www.ciueensbury.net Approvals:
Submittal: 1(one)original&8 copies of the completed application p kageVFM
PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL OCT I 1
c�' C11EiK�SM�I�L� ift
Section 1--
Contact Information;
PropertyOwner(s}: Al Williams owner's Agent: Wales Engineering
Address: 7 Thourobred Way Address: 68 Waterview Drive
ClifkonPark, NY 12065 Saratoga Springs, NY 12866
Phone M 518.365.7015 Phone#: 518.703.2480
Email: slwgsxr13@gmail.com Email:waleseng@nyeap.rr.com
Section 2:
Site Information:
Site Address: 23 Sunset Lane Tax IDM 226.19-2-8
Directions to Site: Assembly Point
Section 3•
Distance from well on property to septic system(i€applicable) 65' to existing feet
Section 4:
Is it possible to install a conforming septic system on this property? ❑Yes Q No
If YES,please explain and attach a diagram:
Section 5•
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? OYes U No If NO,please explain: small lots,septic separation of 1 00'cannot be acheived
Section 6•
Is the proposed system to be installed under a parking area? []Yes No
Section 7•
Section of the Sanitary Sewage Ordinance from which you are seeking the variance(i.e.leachln system will be 89 ft.
from well in lieu of required 100 ft.):rear setback from 10'to 3',well to new Leach fiielc approx 77'
Septic Variance Application Revised December 2021
i �
Section 9:
List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this
information from the Town of Queensbury's Assessor's Office:
North Name Mathew Neuber
Address 24 Sunset Lane
Tax Map ID 226.19-1-7
South Name Scott Dubin
Address Sunset Lane - Off
Tax Map ID 226.19-2'12
East Name Scott Hunt
Address 15 Sunset Lane
Tax Map ID 226.19-2-6
West Name William S. Levett
Address 27 Sunset Lane
Tax Map ID 226.19-2-9
Section 9:
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
23 sunset Lana ,I/We realize that putting the well,'septic tank or leaching system Less than the required 100 feet
from the new leach field may increase the risk of pollution.
Owner--Print Name:Al Williams
Owner—Signature:, e Date: 9.16.22
Section 10:
NEIGHBOR OR TENANT RELEASE.STATEMENT(if applicable)
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
.I/We realize that putting the well,septic tank or leaching system less than the required feet
from the may increase the risk of pollution.
Neighbor/Tenant--Print Name:
Neighbor/Tenant-Signature: Date:
.Septic Variance Application Revised December 2021
A �
l ,
Section 11:
AUTHORIZATION AND SIGNATURE PAGE
f
This page includes the Authorization to Act-as Agent-form, engineering fee disclosure,authorization for site
visits,other permit responsibilities and agreement to provide documentation required.
Complete the following if the OWNER is using an Agent:
Owner's Name:Al Williams
Designates:,Wales Engineering as agent-regarding the Septic Variance for Williams Res
Site Address: 23 Sunset Lane
Tax Map#: 226.19-2'�-$
Engineering Fee Disclosure,Applications maybe referred to the Town consulting'engineer for review of septic
design,storm drainage,etc.as determined by the Town Board of Health. Fees for engineering review services
.will be charged directly to the applicant:
Authorization for Site Visits:By signing this page and submitting the application materials attached herein,the
Owner,Applicant and his/her/their agent hereby authorize the Town Board of Health,building and code
Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the
application submitted:
Please Note: Other permits may be required for construction or alteration activity subsequent to approval by
the Town Board of Health. It is the applicant's responsibility to obtain any additional permits.
Official Meeting Minutes Disclosure: It is the practice of the Town Board of.Health to have a designated
Stenographer tape record the proceedings- f the meetings resulting-from the application,and�that the
minutes transcribed from those,tapes constitute the official record of all proceedings. If there is a discrepancy
between such record.and the handwritten minutes taken',by the designated stenographer,the handwritten
minutes shall be deemed the official re6dr&
1,the undersigned,have thoroughly read and understand the instructions.for submission;agree to the
submission requirements and completed checklist-
OWNER—PRINT NAME: A1. Williams
OWNER-a-SIGNATURE: DATE: 9•1 6•22 Aa A
AGENT—PRINT NAME: Timothy W males P.E.
AGENT—SIGNATURE: DATE: 9• 6.22
Septic Variance Application Revised December 2021
r
71
�� ♦ •r ' � ��r rV� t'117, 1.M- � I M.wM��'}: ��' "t' ° f 5
II" �
` 1 1�{
.5 I J1
M1 ,,.o'v� �. 1 ,�'� .1 •� '. . t E
a { r � . R %
14
y� � iJrl �'�,} a i �•' � "� Y '�R � il
MtYi 310r Jµ/k� 1, p h e,� 5{' •.r4`"{,;� .�! ti } �f' r�v r� ^�� 5��� }� 1 tr t�"� —��� ,i'w+�
(� •�g,�* �,h r �: [. w r l l �.^*' F' a {F S' A�
'iN *
I 11 fl fl
� Cr r r rr Ir fr
11
r
CD
N
C
0
U
a)
In
3
0
J
c
0
0
U
a
Ld
a)
0
Y
0
r
3
a)
Z
a)
t
0
m
c
W
at
-
a)
m
r
3
a
E
0
U
a
t
0
C
0
U)
In
0D)
a-
.
C:
�L
a)
v
()
t_
v
a)
0
-
0
3
>1
c
0
c
a)
U
O
a
r
Ln
0
0
>T
a�
a
c
0
a
E
a)
x
(D
0
a�
a)
c
c
LJ
0
c
0
In
a)
0
a
0
0
c
0
U
a)
Iv
-5
a)
3
rn
c
U
0
In
1n
c
C
0
v,
a)
a
>\
c
0
`o
w
N
0)
0
N
Ir
c
0
U
a)
3
0
J
c
0
0
U
7
a
LJ
a)
0
V)
0
3
a)
z
N
-5
0
c
0
0
0
0
I
c�
z
z
D_
Q
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 can result in clogging of the tank and
sewage back-up into the home and/or sewage overflow onto the ground surface. The failure to house
periodically clean a septic tank commonly results in clogging of the soil that surrounds the absorption I 226 19-1-8
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 I
field replacement. 226' 19-1 -
3. No garbage grinders allowed unless installed as initial construction of the house, and the septic tank - �-
size increased by 250 gallons. WSO _---
4. No sump pump, water softener backwash, spas, hot tubs, whirlpools, or condensate waste shall be - �-
drained into the system. --
5. The dwelling shall have water saving fixtures, including but not limited to: 2 gpm shower heads,
house
226.19-1-9
low water use toilets.
6. Observe water conservation practices.
DRI\/E
V
1 -�
7. Septic tanks shall be inspected annually to determine the scum and sludge accumulation by the
inspection be
SUNSE
160,
homeowner or a qualified septage hauler. The amount of build-up noted at each shall
recorded and maintained in a record book. The septic tank shall be pumped whenever the bottom of
_
226. 2-8
1�,1
the scum layer is within three inches of the bottom of the outlet baffle or tee, or the top of the sludge
WSO O
i l LOT
is within ten inches of the bottom of the outlet baffle or tee. The pump -out clearances also apply to
-
ll
1�
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 clearance). Most tanks should be pumped out every -- _
W ell
WSO O
� 0.37f ACRES
'
OqI 'ZIOXR,4T70/y
('I
two to five years.
8. When septic tank is pumped, the septic tank inlet connection, baffles/tees, house sewer connection, 226.
19-2- 9
1'
*% 1
1
tank outlet connection, and pump pit (if present) shall be inspected. Any baffle or tee that have
broken lines be
1'
1
\
deteriorated and no longer perform as designed must be replaced. Cracked or must
repaired or replaced. '
9. Any company employed to clean and service the septic tank and system, must be a permitted
house
house
septage hauler, with valid standing with the New York State Department of Environmental Conservation
1r �
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�I
r
proper operation of household systems and may cause the sludge and scum in the septic tank to be
N O
A
discharged into the absorption field, resulting in premature failure.
mp
eCk
'
`
11. Do not dispose of excess household grease and fat in the septic system.
12. Whenever septic tanks are to be abandoned (i.e. when public sewers are installed to handle
�A
J
household wastes), the tanks shall be pumped out and refilled with soil to prevent future collapse.-`-----
V
-
13. Do not pour or dump chemical cleaners (i.e. ammonia) in the sinks or toilets.
----
I I
14. Do not discharge roof drains, or allow stormwater runoff to collect on the absorption field area.
I -'�"- r
15. No vehicle parking or traffic shall be allowed on any portion of the sewage disposal system.-
16. The sewage disposal system is designed for domestic wastewater only, with the design of the
"-
absorption field on the projected flows. Any use of the dwellings that has a greater discharge of
�\
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
of use invalidates the seal.
_
garage
18. The effluent filter shall be checked and cleaned if necessary during each inspection of the septic tank.
I
A record of filter cleaning is recommended so to better monitor the amount of solids trapped in the
226' 19
filter cartridge.
SEPTIC SYSTEM CONSTRUCTION NOTES
-
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.
Existing Septic Tank
2. There shall be no construction of sanitary facilities (septic systems) within 100 feet of a classified
wetland or water body.
- Pump tank clean and check
for
3. No roof, footing, floor, condensate, cooling water, softener backwash or any other drains shall be
S%Ze, StrUCtU/'a/ integrity and
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
wateretightness. /f found t0 be
1 inch in 5 minute, nor greater than 1 inch in 10 minutes. All imported materials to be approved in
inadequate, rep/ace with new 1000
writing by a licensed Professional Engineer prior to delivery to the site.
concrete septic tank Wleff/cent
filter
5. Piping material specifications:
A. House to septic tank: 4" PVC schedule 40 solid pipe with watertight joints, minimum slope of
- 10' min t0 house
1 /4" per foot;
B. Septic tank to distribution box or effluent pump pit: 4" PVC schedule 40 solid pipe with
watertight joints, minimum slope of 1/8" per foot;
,�
SITE PLAN
12
wooded
100 SE ARATION I I
weH I I
II
226. 19-2- 6 I
Any Reserve area would
be well within the setback WELL
area. Future failures woulduPPLY
Ouse need to be built in the same
location, with total removals.
-Proposed
Di ton Box
Approx Existing
Disposal Area
i- Proposed 3' se p c
setback
10' Septic
Setback
Proposed
Sewage Disposal Field
- 3 laterals ® 50'
- 20' min to house
- water source Colony
Water District
side yard variance requested to 3
well separation variance requested to 77'
L_
C. Where installed, effluent pump pit to distribution box: 1 1/2 PVC schedule 80 solid pipe
1 "=30'
with pressure rated watertight joints, pitched on reverse slope to drain into pump pit;
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. I
6. Septic tank specifications: z
A. Tank to be Installed level on a 6" minimum layer of compacted gravel or stone; I LANDSCAPING: 6" MINIMUM
II- - 3' 14' TOPSOIL w/SEED & MULCH
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; a - (SEE BASIS OF DESIGN)
a GRADE TO DRAIN RESERVED
J/
D. Outlet baffle or 4" PVC tee to extend 18" minimum below flow line, 6' above flow line; zx MINIMUM SLOPE_
E. Free air space above tees to be 3" minimum to top of tank. ORIGINAL GRADE,,_ - 50% EXPANSION
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.
USABLE SOIL: 60" MIN. DEPTH
7. Distribution box specifications: 1 TO 60 MIN/INCH PERCOLATION RATE
A. Box to be installed level on a 12" minimum layer of compacted gravel or stone; ABSORPTION TRENCH
L4'-0" 2'-0"
B. Precast concrete box, dimensions and features as shown; (SEE TYPICAL DETAIL) MIN. QQQ MAX. SEPARATION:
36" MINIMUM DEPTH 0
C. outlet speed levelers to be installed in the distribution box and adjusted to equalize the flow BOUNDARY CONDITION: GROUNDWATER, BEDROCK, OR IMPERMEABLE STRATA BOUNDARY CONDITION
to each lateral. \i
r n h areas to absorption t e c
8. A permeable eotextile or non -woven filter fabric to be installed over the= =..............= =111111111111111..Z..,-....•..•. m •-•.•........••.....•....;;;
P 9
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 ABSORPTION TRENCH SYSTEM
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 II. 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 Th f II t' ns of the se tics stem by a licensed Professional Engineer shall include: DUAL COMPARTMENT
e o owit ng Inspec o p y
A. Fill material, at borrow pit or source of origin (perc. test may be required);
FULL -DEPTH BAFFLE w/PORT (SEE NOTES)
�. .. ..
B.
Fill material, in -place and finish graded;
tanks, well seals, etc.;
4. INLET24"
PIPE
1/4" / FT. MIN.
INSPECTION
COS () I I
4" OUTLET PIPE
18- Fr, MIN.
C.
Prior to backfill of piping, pits,
SLOPE
D.
Upon final grading of site.
SLOPE -
I I
��
.
4. Any modifications to the septic system design shall be performed by a licensed Professional
1 II !
=eaFFLE (TYP. `,
a
Engineer.
A�
I I
A g
5. 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 & OUTLET 4" PVC TEE'S MAY BE
USED INSTEAD OF CONCRETE BAFFLES
SEPTIC TANK CAPACITY
NUMBER OF
BEDROOMS
DESIGN
FLOW
MINIMUM TANK CAPACITY & LIQUID SURFACE AREA
W/O GARBAGE GRINDER
W/ GARBAGE GRINDER
2
220 GPD
1,000 27 S.F.
1,250 * 34 S.F.
3
330 GPD
1,000 27 S.F.
1,250 * 34 S.F.
4
440 GPD
1,250 34 S.F.
1.500 * 40 S.F.
furnished to the home owner, Town, or other municipal officer, as required, and prior to occupancy of
* DUAL COMPARTMENT TANK & GAS DEFLECTION BAFFLE REQUIRED
the dwelling.
'LENGTH'
6. The septic
system designs are typical size requirements for the number of bedrooms listed in the
design charts,
and are based on established design flows and preliminary soil percolation rates
PLAN VIEW
determined in
the field. The installation contractor shall immediately notify the design engineer of any
NOTES
field conditions
which deviate from the information as shown on the approved plans.
EFFLUENT FILTER
COVER
1. WHEN GARBAGE GRINDERS ARE INSTALLED AT THE TIME OF HOUSE CONSTRUCTION,
7. The septic
system designs shown were sized in accordance with the New York State Department of
FINISHED GROUND
(SEE NOTES)
A GAS DEFLECTION BAFFLE AND A DUAL COMPARTMENT SEPTIC TANK, OR TWO
TANKS IN SERIES. SHALL BE PROVIDED TO MINIMIZE THE SOLIDS CARRYOVER TO THE
Health standards, and local regulatory codes, as applicable.
t'
i
"
ABSORPTION AREA (DISPOSAL FIELD).
B. The home owner is referred to the Health Department publication (Note 2, paragraph A.2 listed
4' INLET PIPE
�1!1�1�
12' COVER MAX. •TOP•
4 OUTLET PIPE
1/8" / FT. MIN,
2. 3" MINIMUM ELEVATION DROP THROUGH STRUCTURE FROM INLET TO OUTLET.
above) for the
recommeded procedures in system operations and maintenance.
1/4' / FT. MIN.
SLOPE ~
' ""' `'' `"� `""'"`
"' '`"'
SLOPE
3. TANK SIZE REQUIREMENTS FOR MORE THAN SIX BEDROOMS (EQUIVALENT DAILY
9. The design
engineer shall be relieved of liability if the home owner fails t0 maintain the septic system
P Ys
FLOW) SHALL BE CALCULATED BY ADDING 250 GALLONS AND SEVEN SQUARE FEET
In accordance
with the Health Department guidelines and/or the limitations listed on this plan, COUSeS
MIN
6" .
- - - - - - -
OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. A GARBAGE GRINDER SHALL
BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK
to exceed the
design flows, Or modifies the system in any Way.
16' MIN.
18" MIN.
SIZE. A HOT TUB/SPA SHOULD BE CONSIDERED EQUIVALENT TO AN ADDITIONAL
10. The home
owner Shall immediately notify the Health Department if the septic system has failed.
W
I
If
~
BEDROOM FOR DETERMINING TANK SIZE.
FINISHED GROUND
12' COVER MAX. 1 1/2- TWOK ALL SIDES
4- INLET PIPE s : 4" OUTLET PIPE
1/8 / FT. MIN. - `+� 1/B- / FT. MN.
SLOPE r BAFFLE -e' SLOPE
2- MIN. SUMP
12' MIN. COARSE SAND
WATERTIGHT OR PEA STONE 4- KNOCKOUTS
JOINT (TYP) w/HOPE PIPE SEALS
PRODUCT: FORT MILLER /2 DISTRIBUTION BOX. OR EQUAL
SECTION A -A
DISTRIBUTION BOX DETAIL
EACH OUTLET FITTED
NON -TRAFFIC RATED
WITH SPEED LEVELERS
STRUCTURE
C OUTLET PPE
4- INLET PIPE
1/8- / FT. MN.
FT. MIN. BAFFLE
SLOPE
1//8-
A L-----------
- _ ---� A
OUTLET (TYP-5)
GROUT UNUSED
oPENNcs
PLAN VIEW
Z 8 a ,�,, 4. EFFLUENT FILTER, POLYLOK BRAND OR SIMILAR PRODUCT TO BE
F' w ADDED TO THE SEPTIC TANK OUTLET. EFFLUENT FILTERS WHEN
'WALL' ? PROPERLY MAINTAINED CAN EXTEND THE USEFUL LIFE OF THE DISPOSAL FIELD. ALL
(TYP.) SYSTEMS SYSTEMS ARE SUSCEPTIBLE TO CLOGGING BY SOLIDS CARRY-OVER, LEADING To
PREMATURE FAILURE. IF INSTALLED, A GRADE ACCESS COVER SHALL BE PROVIDED
FOR PERIODIC INSPECTION & CLEANING OF THE EFFLUENT FILTER DEVICE.
&J%
6" MIN. CLEAN SAND, PEA
TONE, OR WASHED AGGREG TE 011
.� GAS DEFLECTION BAFFLE
(SEE NOTES)
SECTION A -A * AVAILABLE AS SINGLE COMPARTMENT TANK
** AVAILABLE AS DUAL COMPARTMENT TANK
SEPTIC
TANK DIMENSIONS
TANK CAPACITY
LENGTH
WIDTH
INLET
OUTLET
HEIGHT
WALL
TOP
FLOOR
LQ
MANUFACTURER INFORMAON
1,000
8'-8 1/2"
5'-0 1/2"
4'-9"
4'-6"
5'-6"
3"
4"
4"
48"
FORT MILLER CO., SEAMLESS
1,250
10'-2"
5'-3"
4'-9"
4'-6"
5'-6"
3"
4"
4"
48"
FORT MILLER CO., SEAMLESS
1,500
11'-0"
6'-0'
5'-1"
4'-10'
6'-3"
6'
B.
6"
49"
FORT MILLER CO.. HEAV"DUTY
SEPTIC TANK DETAIL (if needed)
N.T.S.
N.T.S.
4" SOLID PVC SCH-40
1/4"/ FT MIN. SLOPE
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.
LATERALS
4"
PERFORATED PVC SDR-35
1/16" / FT. MAX.
BASIS OF DESIGN
3 BEDROOMS
Percolation rate = 3 minute 17 seconds (actual)
Percolation rate = Use 1-5 min. for design.
Application Rate 1.2 gal/day/s.f.
Use Q = 330 gpd
330 gpd
A= ------
1.2 gpd/sf
A = 275 sf
L= 275sf/2sf/ft
L = 138 ft trench required
3 LATERALS 0 50' = 150LF PROPOSED
SOLID PVC SDR-35
1/8" / FT. MIN. SLOPE
•' v�� �i •w i/'.`�
•
1\\i
2" OF STONE
OVER PIPE MIN.
4' PERFORATED
PIPE
54" MIN.
6" OF STONE
UNDER PIPE MIN.,
UP TO 10' MAX.
36" MIN.
D-BOX
PERCOLATION TESTS: SEPTEMBER 3, 2022
PERCOLATION TEST
RUN
NUMBER
PERCOLATION HOLE (PT)
1
(24" DEEP)
2
(24" DEEP)
1
PRESOAK
PRESOAK
2
3min 10sec
2min 55sec
3
3min 40sec
3min 10sec
4
3min 35sec
3min 22sec
5
3min 17sec.
1 �
AM
I- UNDISTURBED GROUND
SHWT / LEDGE ROCK
FINISHED GROUND
SEPARATION:
36" MINIMUM DEPTH TO BOUNDARY CONDITION
ABSORPTION FIELD
BED / TRENCH SYSTEM
EARTH BACKFILL
UNDISTURBED GROUND
6" MIN.
12" MAX.
END CAP
N.T.S.
JOINT
PERFORATIONS (DOWN)
PIPE SLOPE 0 1/16" TO
1/32' PER FOOT
TRENCH BOTTOM
------------ --- -
NOTES TRENCH PROFILE
1. DO NOT INSTALL TRENCH IN 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 0 1/16" - 1/32" PER FOOT.
ABSORPTION TRENCH DETAIL -TYPICAL
50% RESERVE AREA
zL/�iL�11%� LZ�%��11
G.1 �
O `t
'.�+:..'..:.:.r' ABSORPTION TRENCH - TYP
77
50' I END CAP (TYP)
r- =1
ABSORPTION TRENCH LAYOUT DETAIL
N.T.S.
SOIL PROFILE INFORMATION
DEEP HOLE TEST PITS AND PERCOLATION TESTS: SEPTEMBER 3, 2022
TP-1
0-9" TOPSOIL
9"-29" BROWN SILTY LOAM
29"-60" TAN SILTY LOAM W/GRAVEL DEPOSITS
NO WATER, NO MOTTLING, ROOTS TO 3"
STABILIZED PERCOLATION RATE: 3 minute 17 seconds
PERFORMED BY JEFF MANCINI, CLEAR 79'
WARREN COUNTY TAX MAP #226.19-2-8
N.T.S.
0
O
ul E
Z
Designed OV TW
Drawn 8V MCA
Checked BV TW
Approved 9V
Fllename
PmJect No. 22-260
PMJW Date 9.1.22
a�
Z
W
4A
Vf
V
V
N
L
JO
Z
'-
�
cc
ZON
�
Lu
�
Q
H
W
V
�
E�.
�
gU
taUJI
aQZ
(n
a
4,
r
o
Z
o
O
WALES
ENGINEERING
68 Waterview Drive, Saratoga Springs, NY 12866
1578) 581-DO28 Phar*vFax * mleserg@nrap.rr.Gom
Ste` No. 1 of 1
Drawing No.
WE-001