2024-0281 •
y� � Office Use Only
jh SEPTIC DISPOSAL NI& �
Permit#: 74— a26 \
JUN 0 7 2024 Permit Fee:$ 65
Town of Quccnsbury -
742 Bay Road,Queensbury,NY 12804 TOWN OF QUEENSBURY Invoice# a
P:518-761-8256 www.queensbury.net BUILDING&CODES
Flood Zone? Y TYPE: • N
Project Location: 14 Z, S'n••1 c 4 e N Wetlands? Y N
Reviewed By:
Tax Map #: 2'9 . J7 - 2 2,
STRUCTURE INFORMATION . Garbage Grinder Yes No
Year Built Gallons #of X gallons per =total daily flow Installed? n �✓
Per day Bedrooms Bedroom
1980 or 150 300 Spa or Hot Tub
2
older Installed?
1981-1992 130
1992-Present 110
PARCEL INFORMATION
TOPOGRAPHY Flat Rollin n Stee Slope_._ % Slope
SOIL NATURE end ILoam Clay Other, explain:
GROUNDWATER At what depth: lte
BEDROCK/IMPERVIOUS MATERIAL At what depth: 6
DOMESTIC WATER SUPPLY Municipal [ "Well n Lake (if well or lake, water
supply from any septic system absorption is Joe feet)
PERCOLATION TEST Rate: IM..2.01per minute per inch (test to be completed
by a licensed engineer/architect)
•
PROPOSED SYSTEM INFORMATION
TANK SIZE I••e gallons (min. size 1,000 gallons, add 250 gallons for each garbage
cylinder or spa/hot tub E t'4f'Nf 4 " t 17"71
SYSTEM Absorption field w/#2 stone Total length /6o ft. Each trench 40 ft.
Seepage pit w/#3 stone How many: ; Size:
Alternate system Bed or other type:
Holding tank system Total required capacity: ; tank size:
; # of tanks:
Septic Alteration Application Revised May 2024
CONTACT INFORMATI ON: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): s$S sepk omi r.
Mailing Address, C/S/Z: 2 towor 14042644, f?
Cell Phone: SA-1 Ve-OS5-C, Land Line: r/i- 7M-45/9 y
Email: e54;p/hyea i bsliat/:c • Ca ....
• Primary Owner(s):
Name(s): Cti d gore-, b1 et-
Mailing Address, C/S/Z: 14I. 710n.ice d e /✓
Cell Phone: 'Sib- 64,- 2.q i l Land Line:
Email:
❑Check if all work will be performed by property owner only
• Contractor:
Contact Name(s): ERic, 51i:f ley
Contractor Trade: Plow.j•;,9 ¢ leek
Mailing Address, C/S/Z: 2 Lowai Liourerh 1 t
Cell Phone: Sri-7 Y(Q-0In Land Line: r"ty- 7qg-c /9 9
Email: €gl„pley it ID,rep 1 c . <e &
**Workers' Comp documentation must be submitted with this application**
• Engineer(s):
Name(s): 3.Q.4 fIgQwc i n : % IAA IPS Eve,i newr,'.19
Mailing Address, C/S/Z: 69 wR fe3rwiPw Ot"vP
Cell Phone: SA- Ile 716- 1O4eI Land Line:
Email: JVwar+c:n; A y Cap. fv .cc,.-•-
Contact Person for any questions regarding this project: Eatc 15 4:p Itx
Cell Phone: Si 4- -7(6-4c6512 Land Line: 4'i1-791-V9 f'
Email: e51:194ya i h1SP 1;r . re An..
Declaration: Any permit or approval granted which is based upon or is granted in reliance
upon any material representation 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 and agree to abide by
these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
PRINT NAME: FRIG 3' 5I le
SIGNATURE: •
DATE: Hof Yl y
at
Septic Alteration Application Revised May 2024
011110..
itro
TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY. 12804-5902
Septic System Checklist N
q�SPlan to scale
'Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and
Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects)
`� All wells on property and adjacent properties shown
165 Water line shown Municipal or well 10'separation to any part of system
6iefSetback to property lines show 10'or more for any part of system
y,5-Septic tank and pump stations 10'from foundation, 50'from any well/lake/wetland, 10'from any waterline
t_i 4 Septic tank to foundation crawl space/slab on grade, grade in crawl space must be above top of septic tank
1 for 0',Separation required (field verification required)
ee� Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each
/e) Leech Field 20'from foundation 100'from any well 10'from water line
N A Seepage pit 150'from well 50'from septic tank
hi , Seepage Pits 3-times diameter apart
fte-S Septic tank and pump stations over 30 gallons 50'from watercourse or wetland
1-(r5 Distance from bottom of trench or system ",to bedrock or mottling 36"within 1000' of Lake George
(lei Leech field 100'from watercourse or wetland
1,1/4 Toe of mound or bottom of retaining wall 10'from property line, 100'from well, 20'from foundation
l Provide Engineer/Architect stamp for bed or design systems
°1,A Department of Health Approval for all mobile home park new systems Flood Plain requirements
J 2'above established flood elevation to bottom of system
lO All tanks anchored or 2' above flood elevation
Timothy W. Wales, P.E.
CONSULTING ENGINEER
68 Waterview Drive
Saratoga Springs,New York 12866
Tel: (518) 703-2480
October 1,2024
Hornberger Residence
142 Sunnyside N
Queensbury,NY 12804
Re: Sewage Disposal System-Engineer's Certification
142 Sunnyside N, T/O Queensbury
Mr.Hornberger
The construction of a replacement sewage disposal system for the above referenced location, Tax #279.-2-2 has
been completed. The installation was completed by IBS Septic&Drain Service.
As the engineer of record,I certify to the Town of Oueensbury as follows:
1. I am in fact the designer of the system.
2. I am personally familiar with the actual site conditions and in consideration of those conditions the system
was designed in compliance with the Town of Queensbury standards requiring two feet of separation
between the bottom of the absorption trench and the annual high-water table and Part 75A of the New York
State Department of Health Sanitary Code.
3. Wales Engineering staff,under my direct supervision,inspected the system at the time of construction and I
have personal knowledge that it was constructed in compliance with the design. There were no field
variations that were encountered during construction which may have deviated from the conditions
observed at the time the system was designed.
4. Wales Engineering prepared an asbuilt plan(see attached)depicting the septic system as it was constructed,
including the appropriate measurements.Leach field to building structure and any neighboring wells to the
new disposal system.Inspection was performed on June 28,2024.
If you have any questions or require additional information,please contact me at your convenience,
Sincerely,
Hof NEW.
P55"Y;,. Q�.1 .
/ Ar. e
Timothy W.Wales,PE }.f" w
Lisc.4077263 �"`7' G
0 3 06
•
\ i 1(
1 garage f L\ i i
I I -N-
, I t, garage i I ifi
r 1 I
house 1 \I
1 I i00• i
I1 N Ill _ 46o7
1
I wooded I
1 Il-� I N, l `1 \--- ---
I house \
ga
'-� Sewage Disposal Field
L_- -- I Z c / - 4 laterals d 40' 1
1 Distribution'Box /
I I I ^ \/
I I 5 / ��
i . \ go,age - 'o•
147
r' ~- 8o'Oo�ii
II
II 1
Inz \ ,,
z Is I $-,
i
I� - r \ ..........\ \
drive J garage 20'
I— I �" i
House J-�,--.1
I i"nr v�"f Ntlon ,
1 I - _` , I I too.
I I,
1
I I 1 1 , I,
I Existing septic tank and pump \
1 \
i I station to existing disposal area I % V
•
i across the road. \ \S C l�
I • 15202
AS B U �� �NS�v�Y
BUILT �ow14ofc mo& os•pe
i
i
i
i
Note '
THE AS-BUILT DIMENSIONS SHOWN WERE TAPE MEASURED DURING CONSTRUCTION WITH ACCURACY
SUITABLE FOR OWNER'S USE. THESE ARE NOT SURVEYED DIMENSIONS.
Wales Engineering
Scale:l"=50' Consulting Engineer
Hornberger Residence
142 nnnyside N
TiO Qaeensbury-Warren County-State of New York
As-Built Septic Site Plan Figure 1
Date: November 10,2024
Timothy W. Wales, P.E.
CONSULTING ENGINEER
68 Waterview Drive
Saratoga Springs,New York 12866
Tel: (518) 703-2480
October 1, 2024
Hornberger Residence
142 Sunnyside N•
Queensbury,NY 12804
Re: Sewage Disposal System-Engineer's Certification
142 Sunnyside N, T/O Queensbury
Mr.Hornberger
The construction of a replacement sewage disposal system for the above referenced location, Tax #279.-2-2 has
been completed. The installation was completed by IBS Septic&Drain Service.
As the engineer of record,I certify to the Town of Queensbury as follows:
1. I am in fact the designer of the system. •
2. I am personally familiar with the actual site conditions and in consideration of those conditions the system
was designed in compliance with the Town of Queensbury standards requiring two feet of separation
between the bottom of the absorption trench and the annual high-water table and Part 75A of the New York
State Department of Health Sanitary Code.
3. Wales Engineering staff,under my direct supervision,inspected the system at the time of construction and I
have personal knowledge that it was constructed in compliance with the design. There were no field
variations that were encountered during construction which may have deviated from the conditions
observed at the time the system was designed.
4. Wales Engineering prepared an asbuilt plan(see attached)depicting the septic system as it was constructed,
including the appropriate measurements.Leach field to building structure and any neighboring wells to the
new disposal system.Inspection was performed on June 28,2024.
If you have any questions or require additional information,please contact me at your convenience.
Sincerely,
NERry
��n otj�Y W, fy��
Timothy W.Wales,PE n t -. r ,
Lisc.#077263 � "'•_to--
oPEsstoll?'
Timothy W. Wales, P.E.
CONSULTING ENGINEER
68 Waterview Drive
Saratoga Springs, New York 12866
Tel: (518) 703-2480
October 1, 2024
Hornberger Residence
142 Sunnyside N
Queensbury,NY 12804
Re: Sewage Disposal System-Engineer's Certification
142 Sunnyside N, TIO Queensbury
Mr.Hornberger
The construction of a replacement sewage disposal system for the above referenced location, Tax #279.-2-2 has
been completed. The installation was completed by IBS Septic&Drain Service.
As the engineer of record,I certify to the Town of Queensbury as follows:
1. I am in fact the designer of the system.
2. I am personally familiar with the actual site conditions and in consideration of those conditions the system
was designed in compliance with the Town of Queensbury standards requiring two feet of separation
between the bottom of the absorption trench and the annual high-water table and Part 75A of the New York
State Department of Health Sanitary Code.
3. Wales Engineering staff,under my direct supervision,inspected the system at the time of construction and I
have personal knowledge that it was constructed in compliance with the design. There were no field
variations that were encountered during construction which may have deviated from the conditions
observed at the time the system was designed.
4. Wales Engineering prepared an asbuilt plan(see attached)depicting the septic system as it was constructed,
including the appropriate measurements. Leach field to building structure and any neighboring wells to the
new disposal system.Inspection was performed on June 28,2024.
If you have any questions or require additional information,please contact me at your convenience.
Sincerely,
of N94,
� s'e
Timothy W. PE Wales, c ^w u'
Lisc.4077263 �z
077265
QFESS: p
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
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.
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,
low water use toilets.
6. Observe water conservation practices_
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
r the to of the sludg
e
e outlet baffle
or tee o
he bottom of the ,
inches oft P 9 r i within three c
the scum layer s
Y
is within ten inches of the bottom of the outlet baffle or tee. The pump -out clearances also apply to
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
two to five years.
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 have
deteriorated and no longer perform as designed must be replaced. Cracked or broken lines must be
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
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
discharged into the absorption field, resulting in premature failure.
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
garage
I
garage
-\ I\ house
1
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1 CA _---
1 wooded /
1 N.
1
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ho
use
o
i Z wog: 50% Reserve Area
1 Proposed
i Distribudon,ftac /
1 Cadhn shin of
ads" dedhoW
i Pipe's ptarip, pit k
1 �10 ' sepora n 111 I I ti house
PTl /2 III I I
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household wastes), the tanks shall be pumped out and refilled with soil to prevent future collapse. Sunnyside Lake
13. Do not pour or dump chemical cleaners (i.e. ammonia) in the sinks or toilets.
14. Do not discharge roof drains, or allow stormwater runoff to collect on the absorption field area.
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.
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
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.
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.
5. Piping material specifications:
A. House to septic tank: 4" PVC schedule 40 solid pipe with watertight joints, minimum slope of
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;
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;
D Distribution box to septic field absorption trench: 4" PVC sdr-35 solid pipe, minimum slope
`drive garage
I house
rotiOfl
1 1 � 00ge�
Proposed
i 1 Sewage Disposal Field
I - 4 ioterols ® 40'
IExkdft septic tank and purrs - 20' min to house
518&m to axis" disposal area - 10' min to property line
I across ,lam mad. - 100' from well
MOTE'
j 1. CONTRACTOR TO VERIFY EX snw DISCHARGE LINE FROM/ PUMP PIT AND A NICH
j EXIS71AA9 SIZE: N077FY ENt>e/'/NEDP OF ANY DISCAEPANCIES
i 2. CONTRACTOR TO STAKE of SYSTEM PRIOOIR TO INSTALL ATTOVU. IF WM7ATADN MUST'
j BE REMOm, caisuiT WITH OWNER FOR REA/OVAL. ONLY OWNERS CONSSIff PRIOR TO
i RE111/OVAL /S VALID.
j 3. &7s77NG SYSTEA/ IS Si5r W AS APPROXIA41TE* IF EFFLUENT A4 7ERAL IS DWOUNTFRED
i DURIAAG THE NEw INsmuATdDN, IT Shf u BE R£AIOVID AND DISPOSED OF IN A PROPER
i LOcATiON. ANY A41 TERIAL RE omv S15G4LL BE REPLACED WITH SOILS f W#V A 1-5
MINUTE PEwoLA170N RATE; COIIII/PACT /N LIFTS Tt7 R£DUC£ FVMRE SE77Z/W
I
1
1
of 1/8" per foot; I MAP REFERENCES:E. Septic field absorption trench: 4" PVC sdr-35 perforated pipe, maximum slope of 1/16" per
foot, cap all ends.
. Mapping taken from Warners GIS, Tax Maps and
6. Septic tank specifications:
A. Tank to be installed level on a 6" minimum layer of compacted gravel or stone; SITE PLAN limited field measurements.
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;
1 "=40'
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:
A. Fill material, at borrow pit or source of origin (perc. test may be required);
B. Fill material, in -place and finish graded; a INLET PEE
C. Prior to backfili of piping, tanks, pits, well seals, etc.; , 1 4" FT. MIN.
D. Upon final grading of site. SLOPE
4. Any modifications to the septic system design shall be performed by a licensed Professional
Engineer.
5. The installation contractor shall prepare the "as -built" sketch which has accurate dimensional A�--
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
furnished to the home owner, Town, or other municipal officer, as required, and prior to occupancy of
the dwelling.
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
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
Health standards, and local regulatory codes, as applicable. \ 1
N t 2 h A 2 listed
DUAL COMPARTMENT
FULL -DEPTH BAFFLE w/PORT (SEE NOTES)
24" INSPECTION e OUTLET PIPE
COVER (TYP) II 1/8" / FT. MIN.
SLOPE
i *BAFFLE (TYP.
------ I I A
*INLET & OUTLET 4" PVC TEE'S MAY BE
USED INSTEAD OF CONCRETE BAFFLES
'LENGTH'
PLAN VIEW
FINISHED GROUND
8.
The home owner is referred to the Health Department publication ( o e , paragrap
4' INLET PIPE
12' COVER MAX,
TOP'
above) for the
recommeded procedures in system operations and maintenance.
114- / FT. MIN.
-
` ''•`
9.
The design
engineer shall be relieved of liability if the home owner fails to maintain the septic system
SLOPE
"` `..�:, "``."" :>.. ` '
in
accordance
with the Health Department guidelines and/or the limitations listed on this plan, causes
design flows, the system in any way.
6' MIN.
-.-.-
16" MIN.
-
18" MIN.
to
exceed exceed the
or modifies
10.
The home
owner shall immediately notify the Health Department if the septic system has failed.
J
L
Z
J
1 1
'WALL'
FINISHED GROUND
12' COVER MAX. 7 1/2- THICK ALL SIDES
4' INLET PIPE e OUTLET PIPE
1/8- / FT. MIN. 1/8" / FT. MIN.
SLOPE ----- BAFFLE SLOPE
2" MIN. SUMP
( '
SAND
4" KNOCKOUTS
II , w/HDPE PIPE SEALS
f ( =3UTION eox, DR EQUAL.
12" MIN. COARSE r
PAR ST�MIT
EACH OUTLET nTTED
NTH SPEED LEVELERS
e INLET PIPE
1/8" / FT. MIN.
SLOPE A
Af_---
BAFFLE
PIAN VIEW
NON -TRAFFIC RATED
STRUCTURE
4" OUTLET PIPE
/ FT. MIN.
SLOPE
OUTLET (TYP-5)
GROUT UNUSED
OPENINGS
SEPTIC TANK CAPACITY
NUMBER OF
BEDROOMS
DESIGN
FLOW
MINIMUM TANK CAPACITY & LIQUID SURFACE AREA
W/0 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.
* DUAL COMPARTMENT TANK & GAS DEFLECTION BAFFLE REQUIRED
NOTES
EFFLUENT FILTER 1. WHEN GARBAGE GRINDERS ARE INSTALLED AT THE TIME OF HOUSE CONSTRUCTION,
w/ GRADE ACCESS COVER
(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
ABSORPTION AREA (DISPOSAL FIELD).
4" 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 GRINDER SHALL
BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK
SIZE. A HOT TUB/SPA SHOULD BE CONSIDERED EQUIVALENT TO AN ADDITIONAL
BEDROOM FOR DETERMINING TANK SIZE_
~
=
4. EFFLUENT FILTER, "POLYLOK- BRAND OR SIMILAR PRODUCT TO BE
w
ADDED TO THE SEPTIC TANK OUTLET. EFFLUENT FILTERS YYIIEN
?
PROPERLY MAINTAINED CAN EXTEND THE USEFUL LIFE OF THE DISPOSAL FIELD. A--
(TYP-) FLOOR! SYSTEMS ARE SUSCEPTIBLE TO CLOGGING BY SOLIDS CARRY-OVER. LEADING TO
IJ PREMATURE FAILURE. IF INSTALLED, A GRADE ACCESS COVER SHALL BE PROVIDEC
FOR PERIODIC INSPECTION & CLEANING OF THE EFFLUENT FILTER DEVICE.
6" MIN. CLEAN SAND, PEA
va' STONE, OR WASHED AGGREG TE vim' GAS DEFLECTION BAFFLE
(SEE NOTES)
SECTION A -A • AVAILABLE AS SINGLE COMPARTMENT TAN(
** AVAILABLE AS DUAL COMPARTMENT TAM(
TANK CAPACITY SEPTIC TANK
DIMENSION
1,000 LO
1.250 WIDTH INLET OUTLET HEIGHT WALL TOP FLOOR
LENGTH
3„ 4" 4„ 48,
5'41 3
4„ 4
„ 41_g° 4'-648
„
2SEP10'-2 6'-0' 4'-10" 6'-3" 6 0 8 $1 6 0 490
MANUFACTURER INFORMATION
-------------
FORT MILLER CO., SEAMLESS
FORT MILLER CO., SEAMLESS
FORT MILLER CO., HEAVrDl lly
100' MINIMUM (200' MINIMUM TO ANY UPSLOPE DISPOSAL SYSTEM)
TRENCH LENGTH - SEE BASIS OF DESIGN & LAYOUT DETAIL
10' MIN.
50' MINIMUM
NOTE: THIS DETAIL ILLUSTRATES THE MINIMUM REQUIRED
0
20' MINIMUM SEPARATION DISTANCES FOR SANITARY FACILITIES ON A
z
BUILDING LOT. SEE SITE PLAN FOR LAYOUT DIMENSIONS
WHICH MAY BE GREATER THAN SHOWN IN THIS DETAIL.
-
10' MINIMUM 10' MINIMUM
UJ
F.F. ELEV. UPSLOPE RUNOFF DIVERSION SWALE
Er
O
M
oI
�
0-
0
W
1\`
40 LF-" PERF. PVC
SDR-35 1/16- FT.
MAX. SLOPE
ag
FINISHED GROUND
6" MIN.
12" MAX.
4" SOLID PVC SCH-40
1/4"/ FT MIN. SLOPE
END CAP
SOLID PVC SDR-35 SEPARATION:
1/8" / FT. MIN. SLOPE 24" MINIMUM DEPTH TO BOUNDARY CONDITION
------------------------
..................................................................................................::.:...................................................
4" SOLID PVC SCH-40:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::,;:;:::::.................,.............,...........,...,........................,..
I I
II
1/8"/ FT MIN. SLOPE
-.......-�
WELL
DWELLING SEPTIC DISTRIBUTION ABSORPTION
FIELD
SUPPLY
TANK BOX BED / TRENCH
SYSTEM
SANITARY
FACILITIES - SCHEMATIC DETAIL
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LANDSCAPING: 6" MINIMUM
20' TOPSOIL w/SEED & MULCH
(SEE BASIS OF DESIGN)
GRADE TO DRAIN RESERVED
2% MINIMUM SLOPE _�
ORIGINAL GRADE - - --150-%EXPANSION
0 0 0 0
USABLE SOIL: 48" MIN. DEPTI
ABSORPTION TRENCH 1 TO 60 MIN/INCH PERCOLATION RATI
(SEE TYPICAL DETAIL) 4'-0" 2'-0"
MIN. MAX. SEPARATION:
4p 24" MINIMUM DEPTH TO
BOUNDARY CONDITION: GROUNDWATER, BEDROCK, OR IMPERMEABLE STRATA BOUNDARY CONDITION
ABSORPTION TRENCH SYSTEM
2" OF STONE
OVER PIPE MIN.
4" PERFORATED
PIPE
48" MIN.
_`
6" OF STONE
UNDER PIPE MIN.,
UP TO 10" MAX.
24" MIN_
24"
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BACKFILL 6" TO 12"
L- UNDISTURBED GROUND
SHWT / LEDGE ROCK
FINISH GRADE
PERMEABLE GEOTEXTILE
1
12" WASHED CRUSHED
i STONE 3/4" - 1 1/2"
OR WASHED GRAVEL MIN.
UP TO 16" MAX.
JOINT
)RATIONS (DOWN)
SLOPE @ 1/16" TO
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 @ 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.
LATERALS
4"
PERFORATED PVC SDR-35
1/16" / FT.
MAX.
T� 509 RESERVE AREA
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ABSORPTION TRENCH - TIP
END CAP (TYP)
1 ABSORPTIO]S TRENCH LAYOUT DETAIL
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ID C E 0 W E
D
JUN 0 7 2024
TOWN OF QUEENSBURY E�NSBvp�
BUILDING & CODES QV
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BASIS OF DESIGN
2 Be&ooms N o
Utilize 3 bedroom design criteria Ir
Percolation rate = 1minute 25sec (actual) :3 _ V
Percolation rate = Use 1-5 min. for design. = :3 .9
Application Rate 1.20 gal/day/s.f. o N
Utilize 3 Bedroom for design rDD N
v
Use Q = 330 gpd NSBVR� G l� a d
330 gpd U\L NG eam`�a0 e co�stp a ;, o fl.
A 1.20 gpd/sf gasedo °om \as ar\ao�u�d\t\9 G°des°.�
A = 275 sf *\0 \,\9 an e w�tih t� = N
comp rate• O
L = 275 sf / 2 sfS ,p
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L = 138 ft trench required N
4 trenches 0 40 ft. each = 160 LF PROPOSED
SOIL PROFILE INFORMATION
DEEP HOLE TEST PITS AND PERCOLATION TESTS: MARCH 18, 2024
TP-1
0-5" TOPSOIL
5"-18" BROWN SAND
1 1 42-84" YELLOW/ORANGE SAND
42-8TAN SAND
NO WATER, NO
STABILIZED PEA MOTTLING, ROOTS TO 10"
JEFF MANCINI _RCOLATION RATE: 1 minute 25 seconds
- IBS SEPTIC AND DRAIN
PERCOLATION TESTS- MARCH 18, 2024
PERCOLATION TEST
RUN
NUMBER
PERCOLATION HOLE (PT)
1
(24" DEEP)
2
(24" DEEP)
1
PRESOAK
PRESOAK
2
Omin 45sec
2min 12sec
3
1min 35ec
2min 21sec
4
2min OOsec
2min 18sec
5
2min 10sec
2min 25sec
WARREN COUNTY TAX MAP #279.17-2-2
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Designed By
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Drawn By
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Checked By
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Approved By
Filename
Project No.
24-424
Project Date
3.18.24
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ENGINEERING
68 Waterview Dive, Saratoga Springs, NY 12666
(5 78) 581-0028 Phone/Fax. wdeseng@rryrap,rT.wnT
Sheet No.
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Drawing No.
WE-001