SEP-0001-2024 --. ----• -''''•..'":'"i i----------------- -.:::.-H•H i--- ... „. :.-: •.1
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Pertilitt:
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Pertilitfee:''S. 6.5:-.--.7 :::. . .. .
742 Bay:itoad;'Cbito00?-uty,--Nr 12.404:
-..:--E!P;-518,,761-8256-"wWw;'oileeiisbitiy;ii et . inVoice.:t .. IA> -
1 qloocl.Zifirie?: -Y- vveti:
' •5EPTICDISPOSALPERMIT,APPLIcATIQN i 6\y.Q,i,,v- -7-... 00 . :.
') 11 k. E Ri
Project GAC) r‘ \c Location 1J`fS V\c -,.,: E C Er5i . r_.....
JAN 03 2022
10.114ap,#: . . 1117 \-s..)
:
TOWN OF QUEENSBURY
BUILDING&CODES ,.
... ..,. RESIDENCE INFORMATION
_..„,........,..,
Year'.:;13.uilt• . -paiidi-is :-14--pfil;Orpom X gallons per =total daily flow -:- .--- ----------- -. -- -• . . iii
. .. per clay. . .bedroom- :I . I Garbage Grinder . . Yes; •,NO
- --- - 1
'.• -'1980 ataloer '150 Inttall00?,:.:(01-Ole...0.00)
iz . 19814991: : 130. -. ---sp.a:(srlipT:413,...- -•YO- • No .:.i..:i
1992,Pree0t. 110 ______. In§talied?.(circle one)
: ' ; '2 \\ ...
PARCEL INFORMATION, . .. . . .
• - - • .. .-. -
Topography•' - . .)4 „..Flat Rolling. •Stoep-51qp .;; . . .- c...4:51000:
:s - Soil Nature yl :$anC1. . _Loam Clay- ' .. Other, explain
• .11
..•
,..
;.:. • ..prponowater :. . .. .. .. .. . .At.what.dept:h?.
. - ............ " . ' NV •-- ..........- '........ .." -. ...:-'-... .- --- -- • - ..
•- Bedrock/Impervious-.material At what-depth?: IVi''' ...... • •- ••- ••• -•- -- -
Domestic Water Municipal Well -Lake. • ,
_ ... ____ ....
• (if well or lake;watgr:-:50.pply-fromhy.: opitit-:::$ /.. .t.erii:a:bsorptionis :!!
•• 106N;ft.)
...Percolation Test Rate: 1 .19 . -per Miniite.riprinch-.(testlef-bt tomplotectiby-
.•.• .
licensed engineer/architect)i ... _
.. ...,:i --.. .. :.- . . -- - '-' •• .- -. - .- - - - -
E:. • 1:p.139POSEp.5y$Tpil)NFORMATION:
- . Tariksii. '''.41.1.11, gallons ftiiin.- ize.1,00.0 gallons,.acic122,50gallons foreach...g0134g0.iylifide.-ot.
: opitiotc:4j1) -----
System i::i -Ab$OrptiOhfield.lw/itz stone Total l6ngth:. IQ .ftil;:.. aci.. 7,17:170n,Of ],; : I-1c ft.:
: - Seopago.pit•W/#3.-$:tOnsp• How many . . ... : .... ..;:-$1*e.:..
-.•.:Alternative-System • Bed or Other type: . . .
-•-:Holding Tank System Total required-capacity?- ":::•,.... !.;.1:tar.i1 !;.:5t'. ...
; tof tanks ..
. ... . .. _ .•„
,...... . . :.......... .. .. ..... .:..... ..„„:„....„..
.... .... . .. ..• .... ... • ..... ..-:.:-..:.-..--..-...::.• .... ,.:..
::,•i:::•.•!..-- :....:„:::.••:...-...::.:,.,.. ....- . -.:.... :..::::.., •...,.-.,•,.:::::„-,:H: .:. - ..
$epticApp.lication: fieyfsqo pecemberlozo:.. ::.
i•i•,-,•:::-:-:-:!-.. -: ......::::- ---• - :- - ....-- .
-- i
, . . .
. ..
, .
.. .
.. ...
... .
CONTACT INFORMATION PLEASE PRINT LEGIBLY OR TYPE,•i PLEASE INCLUDE AN EMAIL •
,,.. .. ..„.... .,.. .. .. . ...
.4.1 Applicant *I
. - Narrm(s)-:::..1_, , 2)4c,<- ‹p‘ Vc
1
TY1010g..). d.flk-e .,,.C/s/z:. "? ipw.tc w taitt,„•S avtv6)0,,,, i Ny
: -..... Cell Phone:- .(. . ... ):... ...... . . Land Line! a ) "jc1Q- SISIIA . ..
..,
...:•••. &Pail: TY)Noerikw4,6)7.111, ..:5LTV( Coe.1
.1 •.:Primary-0.wnet(s):
-: Name(s).:.:Ebrimi ‘Afee\r ... . . .... . . .... . ......
. ... . . ... .. . . . . ..
...
:.."•. Mailing Address 113 IV . , P,;-,.4\
.Cell.Phonet- (g.ig ) .367-299i) Land Line:-
iMajk. .
. ...... . ... . .. ... ..
I.;1---.-Chpck.iffall:WciekwiRb.0..perfgemod.by property owner only
- 4•..: :Contractort ,
-..--:'...Contact Nariie(s).: 11\3,S ei)Vic_ 4:1%. ) 411:•,-.
Contractor Trade: S4Z-c I‘NS\-et-nc, • •
•••
Mailing Ad-cfreSsi.C/S/Z:...Z.....104-vizr -.•\,./.cmt..tn.SA'. ..Ovetvg6Jr.,1 i WI .1Z96.-. . . ... ... . . .. ........... ... . ,
. -Cell.PhOne:,.. ( ) Land Line I -( 5\4$ ) 71A-57,\14 :••
Email: 1)()Ine4,-A\-,e.-i_kos :1/4-1)V,‘ .Cow\ •
'!*WOfkers' Comp:documentation-oust be submined.wititthiopplication”
• Inlit.....ugstbk ..
Name(s): -S-tW rcir6fit .. \Aiek\e . -EMI nvet\,-“,• ..... ... .- - - •
• - - - . ----......-•- -......- A - - • rN z
Mailing Address, C/S/Z..... GrA...fk,,in.ke.r.v.,.-0,) uc. 4N-Ai- . ci .A10A ro .NY. .9sw. .:• ,.
,.3- 5---- I. •- - - .:.... : .Cell Phone phopg:f. .(5%. ) Gs\- 00`1% Land hlie:-. •( ) .. :1.
Eniail,.
•.. :Contact:Parson for.Conneajp•regards..to•this pr.ojact.:,. .A.Pr.),c,kv16r;i : :: :. : . •.• : . . .
Cell Phone-,.1:-:(6\g. - ).- )9(37-.1()49 . --- ... . .. Land Line: : I- • 1. -•-•.--.--- • ...---.:-.-----:.•••• • - ...
Email: ..
NOTE$:•.I: -..c1larm system and associated electrical workmust:401nspetted!'by.4•ToWnapproved-e -otrical
inspection agency, 2,..w.e-will no 1.6hget-.61lowSYStemS10 be:coyeted.Vhtil.iwqhti-fraon as-built plan is
received and approved.The. installed system must match the septic layoutonfile—TIO*.ception5..3:.•:As-
built i•drawings must be sobrnitted:.peitit•to:the inspection,if hasbaema•change:to!.tliesubmittd
Olans,..]4,1fi.for any roasoniftho-bOitciing.,p.p.rrpit application is withdtawn,.30%,oftivifplg.:ttainedbytho !.:!
Town Of Queensbay..Akot 1 y..0'at'frOni the initial application elate:, 3.;:()(IN:•Ofthe:feejs..ret„0Ihed.
... Declaration:••Any-permitorappro0I.gronted which is based upon or is....grp-nto.d.i1.1..relancg.:uport any material
._. itijr4enfotion.;ot•-•fOili.O.to--Tnake-a.rhOteri01-foct•or'tif-cdrtiqanc0 knovoibY'f.ir..-OhibehMt.Of 4hi.:014.01100,'$h011'be:
. . : YOicli..hoyeiroocuthe.teguiptions:pn.ctogree:'fb abide by these and all rpc-o-AtornefitOtlhTOwnitit.Cti.:ie.04$014.ry
pr.litOry.:*ktage•pisppsol-Ordinance.
..-......PRINTNAME:.
'":.":.....1'...!: ::.. ''"......;'H. .::. 1[":-f . .I. .: ..;.:::'. :''F':iii-.1...:':''':::t :.':.;::;::.:.::. k 1-'...::: t...::4 '.-.11:::1!"-".::.... :... i..i
.::-:• ..::-SIGNATURE:::-••.•••••••• ./..::...-:41 i ..: .: : -.• • . .........:::::,:..: -••-::..::..::::-•••••• •::': •:•: DATE: '.. :::.:77,:.....
e7e:
5.9pt4;./1.00110tiop Reved::D.eterilber-2020. iii
A '''" TOWN OF QUEENSBURY
742 Bay Road, Queens bury, NY. 12804-5902
Septic System Checklist
\(' Plan 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 an4adjacent 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
‘l(
\( 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
for 0',Separation required (field verification required)
Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each
Leech Field 20'from foundation 100' from any well 10' from water line
\('
PP%Seepage pit 150'from well 50'from septic tank
'. (Seepage Pits 3-times diameter apart
Septic tank and pump stations over 30 gallons 50'from watercourse or wetland
istance from bottom of trench or syste, 24� : a edrock or mottling 36"within 1000' of Lake George
Leech field 100'from watercourse or wetland
Toe of mound or bottom of retaining wall 10'from property line 100'from well 20'from
Foundation G,E)i... VUAM__
Provide Engineer/Architect stamp for bed or design systems
0 Department of Health Approval for all mobile home park new systems Flood Plain requirements
2' above established flood elevation to bottom of system
All tanks anchored or 2' above flood elevation \ ` � �� �
Revised 4/15/2021
PH
SEPTIC SYSTEM LIMITATIONS
v O 1. The best designed and Installed septic c Osal System will eVentUally fall to function properly Without 100'MINIMUM SOO MINIMUM TO ANY UPSLOPE DISPOSAL SYSTEM) TRENCH LENGTH-SEE BASIS OF DESIGN&LAYOUT DETPIi
m ance.
c, adequate ainten Inadequate septic tank maintenance can result in clogging of the tank and - _"-""- -""-
o
sewage back--up into the home and/or sewage overflow onto the ground surface. The failure to eD'M_rnIIM✓M _
NOTE 'H 5 DETAIL Li INTRATES THE MINIMUM REQUIRED
periodically clean a septic tank commonly results in clogging of the soil that surrounds the absorption
.I 4I „
se trench by overflowing solids not removed by the septic tank. ao MINIMUM EUP DIN-ION DisSEE SITE
FOR SANITARY FAamles oN A z
_..... _-._.. -...__.. BOILDING cr ICT GTE PLAN FOR LAYOUT mM ITIII, A - 15
0 2. This set of design plans and details is intended to provide subsurface sewage disposal for a typical WHICH MAr BF GRe:ATER THAN srlowN m Tws DETAL. °
' single family dwelling. No additions involving living or sleeping areas Tray be added to the dwellings In MwIMUM 10 MwIMUM
o without the approval of the Code Enforcement Officer and the system redesign by a licensed Professional ��S Route
149 ----� - A Y
Engineer. "Fire seal and signature on any drawing specifically excludes certification for future expansion or �7 rF.ELEv uasLOPE RUNOFF DIVERSION swaLE d u
lJ
0
field Feel as ement.L 3. No garbage grinders allowed unless installed as initial constriction of the house, and the septic tank `( v _ - T T 4s LF- /1P' PVC =
\ (� t�`,1� �lr( seR...ss /6"/F1.
v size Increased by 250 gallons. r\ STORE
Y
4. No sump pump, water softener backwash, spas, hot tubs, whirlpools, or condensate waste shall be 1 ✓ NOTE - ``\\\\ 6"MIN.
In - ((� r,-\Tl%1 r ��) ISHEo GROUND MAx.
drained into the system- I - 1. PUMP TANK CLEAN, INSPECT FOR STRUCTURAL INTEGRITY AND � _--- '� -�I <Yly1 \�, ,r��\\N\� T)r 1
U 5. The dwellingshall have water Ravin fixtures, including but cot limited to: L m shower heads, I o -- _ - A /��a TE�i�
g g gP _ WATERTIGHTNESS. REPLACE IF NECESSARY. _-- _ -
> low water use toilets. 2 INSTALL NEW SEPTIC TANK EFFLUENT POLYLOK FILTER -
$ 6. Observe water conservation practices. I
z 7. Septic tanks shall be inspected annually to determine the scum and sludge accumulation by the .. I it CARTRIDGE IN EXISTING TANK IF NOT EQUIPED ALREADY. a'Sege Pic sa,ao-- - -- -- END
CAP
homeowner or a qualified Pottage hauler. The amount of build-up noted of each inspection shall be .i T ITTU/FT MN SLOP,..
recorded and maintained in a record book. The septic tank hall be pumped whenever he bottom of 1 I I E EXISTING DISPOSAL FIELD TO BE ABANDONED S PLACE, /F �scl D Pvc SDRN 1 P NTo
P � i_, I I EXISTING MATERIAL /S ENCOUNTERED DURING CONSTRUCTION OF I I r r M sL°PE za MlNlus^^ocrT,I To DouNOAs<v conlDn,oN
the scrum layer is within three inches of the bottom of the outlet baffle or tee, or the top of the sludge 4'sou0 PVC SCH na --�
y / NEW SYSTEM, REMOVE P/PE AND STONE AND REPLACE WITH A '
is within Len inches of the bottom of the outlet baffle or tee. The pump-out clearances also apply to / \ \
1/e/FT MIN.SLOPE I/�'� r •..•.•• _••.
/ `/ g/
d any chamber in multi--compartment tanks and to any tanks in series (i.e. pump out all tanks/chambers SUITABLE MATER/AL WITH A PERC RATE OF 1-5 MINUTES. 4�
as soon as any tank or chamber fails the minimum clearance). Most tanks should be pumped out every >
\ I WELL SEPTIC DISTRIBUTION ABSORPTION FIELD
two to five years \ _ DWELLING
8. When septic tank is pumped, the septic tank inlet connection, baffles/tees, house sewer connection, j I NO// SUPPLY TANK BOX BED TRENCH SYSTEM
T
tank outlet connection, and pump pit (if present) shall be inspected. Any baffle or to
that have jj >�( II
I deteriorated and no longer perform as designed must be replaced. Cracked or broken lines must be Ili II 1 ( I SANITARY FACILITIES- SCHEMATIC DETAIL,
repaired or replaced. / Existing septic tank to be fitted e
9. Any company employed to clean and service the septic tank and system, must be a permitted N.r.s. O
c
Tseptage hauler,
rati eo should
t e 'edi disinfected e Deportment
portm ,m ed out.
I with effluent filter and new piping s
10. additives shall not b., used m the
State De ortm Ent of Environmental Conservation
E 0o proper lo era t n n for the i
�/ - / 9 to distribution box d
o io of household systems and may cause he, Slud e and scufn In the se t
a' office p p,l P /1'00/
discharged into the absorption field, resultin In premature failure c torlk to b�� � U� LANDSCAPING 6"MINIMUM
�
_ P P g P g y P y P Approximate IOCdtIOn Of RloPsolL w/sFFn&MULCH O
peptic tank e sep1ic Sys er d Ives are unnecessary
P P p
✓� Q (SEE eT RESIGN)
11 Do not dispose, of excess household grease and at n the septic system A O pp � •!
_ n /
a 12_ Whenever septic tanks are to be abandoned .e. when public sewers are nstailed to handle �) V _
o Ic\, ; 1 `?'- �I ll oRICINAL CRATE �R °'F t00% xaANsol
with soil to prevent future collapse. -i___
N pumped P P I Existing Septic -------
w household wastes the tanks shall be um ed out and refilled t
m 13. Do not pour or dump chemical cleaners (i.e. ammonia) in the - -_ c f.,(:Ic \ ,.1 / IT/tilt:.
°- 15. No vehicle parking or traffic shall be allowed on any portion of sinks
or
disposal
yfield area. I )., I __� r ' / /-' b TIC o 1'` N
m water runoff to collect on firth t - Proposed_-_ ) e o o
e absorption I
s osal system.
a11 1 , The
field disposal
thosal flower And use domestic
estic wastewater only, w' he design of the \ ! O - I - USABLE saL: 41"MIN_DEPTH '
14. Do not discharge e roof grains, or allow Paoli
sewagep y g Distribution Box
absorptionprojected Y 9 9 9 1 24 I to sa MIN/INCH PErzcoLAnoN RATE
Engineertoister flow than designed will require a redesign of the disposal system b a licensed Professional (SEE T PC%TRE_I rI�__dwellings that has a renter discharge of /
wastewa g q P � y Y � (SEE TYPICAL DLr IL) F o"
„ PHON
roposed c MAx mPARAIMU
u �. �;LTTP1 -... I_'ll I Sewage Disposal Field BOUNDARY CONDITION GROUND WATER bE Fr._K-OR IMV'ERM EAB S RATA-�\ -0D MINIMUM DFPI'N T'C
f r he intended use only, and an change
7
1
\\ BOUNDARY CONDI ran
m of use invalidates eth easealslgn signature of the design engineer is o t y, y g \. L, ��) �- C
1 The effluent filter shall be checked and cleaned if necessary during each inspection of the septic tank. -.� ,.i- r77 '
N 8. Y 9 F,F ,co- > o _ I .I I / - r Ti/rl�xd..7C '>ti.;x.': ..i°.;.... 9
_. pp i - 4 laterals @ 45 �>. ? F
o A record of filter cleaning is recommended so co better monitor the amount of solids trapped in the ., o A, �7 9.. r '
11Li !'i i_.»L_:._��i�i i yivr!�_:LET i� G_,�1�i,.✓�i�. z
_ filter cartridge. A ' � � � � � - 20' m/n to house `w
SEPTIC SYSTEM CONSTRUCTION NOTES - 10' min to ro era line
1_ The Installation contractor shall notify the Code Enforcement Officer and/or the design engineer 1 <` / I III I PI2" ' / fU II - p p y ABSORPTION TRENCH SYSTEM
P 100' to wells Designed By TW
prior to work, to review the installation details and inspection procedures. PT1 II II f .� `f
J ( I N rs
2. There shall be no constru c'tion of sanitary facilities (septic systems) within 100 feet of a classified <� I I II II I
� Drawn By MCJ
_ watland or water body. III 10'Septic
_- 3. No roof, footing, floor, condensate, cooling water, softener backwash or any other drains shall be Ii
w connected to the septic system. / 111 I I I I I1 Setback Checked�I
w > FINISH GRADE
y s n-ploce percolation rate to be no less than T-A / _ ORIGINAL GROUND SURFACE By
-
1 inch in 5 minute, .. 4 Approved
o writing Piping mterial licensedprofessional
r essio Engineer prior to delivery All imported to be approved in �/ ',I I I r'OOGcB(� „gT7Ti�Ti7i77//7Ti-" �j-
4 l'll mo'tenal to be clean, loam sand, wRh a stabilized I +' °
nor than 1 Inch n 10
IP,.MN I_ � PProve
v co the site, ( '� -
ip 9specifications. � rr imrrrrrrrrinrr Filename
' / OVER OF S OV Y T j P'4MCABLE GEOTEXTI EAR IH BACKFILL
LI BA KF11 L o
FITZLO
A House to septic tank: 4" PVC schedule 40 solid pipe with watertight joints, minimum Slope of r, _ I L�� PIPE down
a
L _........_..
1/4" per foot; __
/ ��
o B. Septic tank to distribution box or effluent pump pit: 4' PVC schedule 40 solid pipe with - i F - ar -�x _ r.....r I / r r T h CT>r%J�✓� Errurenn°Ns(DowN) Project O 1 14
50%Reserve AreaRATED
-' watertight: loin ts, minimum slope of 1/8" per foot; A� A - j-' PIPE
"r / -1z'WAS LIED CRUSHED o
o C. Where installed, effluent pimp pit to distribution box: 1 1/2 PVC schedule 80 solid pipe " t, F /l ° Project Date 12.19.21
with pressure rated watertight joints, pitched on reverse slope to drain into pump pit; '\ // na' MwuniDER PIPE MIN :✓ Y R )r UP TOIa�MAx� N �'rri a PIPE sPER ®I/le"To
6"of STONE 'L c ly >r oR wasHEO GRnvEL M /v - ; T/az'PER Fool
D. Dlstr' V TO TO"MAX f) I
m action box-to septic field absorption trench. 4" PVC NET solid pipe, mlrrimum slope /ry�TE'6,l °
of 1/8" per foot; { ^
E. Septic field absorption trench: 4" PVC sdr-35 perforated pipe, maximum slope of 1/16" per A I 1 r
'>, a<"MIN_ s, 'I I LNo srureBEn caouND I, LEveT.TRENCH BorroM
s feet, cap all ends- v UNDISTURBED GROUND
�_. 6. Septic +ink specifi-d-s: I li is
�nl ...0'fi' il,Y>,. .N T 4ti0 £w�r0
!N A. Tank to be Installed level on a 6' minimum layer of compacted gravel or stone; sn .� i;'i>li iT;rY iv i?YNIHI o INSTALL TRLacH IN w
F
B_ Precast concrete tank, dimensions and features as shown; �,.-.-• ItApp REFERENCES:
_ IV�11.1- L f� rYVLV
-"� � � E TRENCH PRO FILL
ET SOIL,
C. Inlet baffle or 4" PVC tee to extend 16" minlrnum below flow Ilna, 6" above flow line; ---'� a.wSALI.TRENaIES AS SIT ALL To S PCE SITE
D. Outlet baffle or 4" PVC tee to extend 18' minimum below flow line, 6 above flow line; SECTION VIEW s.INSTALL TRwc lEs As PHALLow As PossieLe wwa MEET ABOVE NoleD MINIMUM DEPHIs.
1.Mapping taken from Warren County GIS,Tax Maps and 4.RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE_.
E. Free air space above tees to be 3' minimum to top of tank.
F. Where installed, 4" plastic effluent filter Cartridge Wltr wooden handle extension t0 grade. limited field measurements. 5_SLOP OF ALL DISTRIBUTOR 1/IP,is -1 2'GAFF EC_ 0J7yg3
6.£LUPL DI ALL DTDR PIPE O 1/t0' U T BE PER FOOT V
_ G. Grade access covers to be 24" integrated plastic or cast--Iron cover, securely attached to tank. I QSSIO:A''
ABSORPTION TRENCH DETAIL-TYPICAL
_ SITE PLAN 1"-30' '
7. Distribution box specifications:
A. Box to be instolled level on a 12" minlrnum layer of compacted gravel or stone;
B- Precast concrete box, dimensions and features as shown;
0
C. Outlet speed levelers to be installed in the distribution box and adjusted to equalize the flow
o to each lateral.
s 8. A perm cable geotextile or non-woven filter fabric to be installed ovor the absorption trench areas to L EP O[E TEE PHIS AN'V�A ERC J
o prevent the infiltration of loll into the aggregate.
iJL" TEST Pll"5 AND PERCOLATION TESTS:DECEMBER 17, 2021
0
SEPTIC SYSTEM GENERAL NOTES
o BROW
wT
m 1. There shall be no change on these plans in advance of, or during construction, without prior written - IV SAND
approval of Che design engineer,
A LOAMY SAND Z
2. The workmanship, construction practice, material standards, and inspection requirements shall comply rC NVIfP, VC MOTIL.ING, ATE. TO 2
LlA.vlLl11 rJ FEr2COLAfION RATE 1 m3nufe 19 seconds
with the latest editions) of the following: :RE(r,TLD BY JEFF MANCINI, P.CI..OUDY 42' 4.j W
A. New York State Depa trr'ient of Health
L New York Title 10 [)apartment of Health. Chapter II. Part 75. Sta dords for Individual Onsho Wase-Aer .ems,
2. Appendix 75-A, Wastewater Treatment Standards-Residential Onsho Systems, March 16, 2016
8. Local town, village, o city sanitation ordinance(s). U
include: BASIS OF DESIGN � 0
v 3. The following inspections of the septic system by a licensed Professional Fn gineer shall
DUAI COMPARTMENT
FULL DEPTH BAFFLE w/PORT(SEE NOTES) III V
A. Fill material, at borrow pit or source of origin (pert. test may be required); -- MATERIAL SPECIFICATIONS SCHEDULE,. ..,,.,.., Q Z
°wSEPTIC TANK CAPACITY tA (
- g. E't1 marshi t, IFT-COOP, Ono IiCiahi g'PdSd, 2F�INSPLCIt DN�l iI 4'OUTLET FIVE NUMBER OF DFS GN IAIN.'MUM TANK CAPACITY&LIOUID sU Cf
vr°, C. Prior to backfill of piping, tanks, pits, well seals, etc.; ,MIN � F COVER(TYR) IO /rT MIN. BEDRoads -- ITEM SIZE MATERIAL ,
m D. Upon final grading Of site. ...�.. :+ SLOPE�- W/0 GARBAGE GRINDER W/CARRA L Ca DE .._.. _. ___ .....
____._
,_.._ a r SEPTIC TANK _---_SFE DETAIL -_--PRE-CAST CONCRETE Frate ��� �
PED Z
4. Any modifications to the septic t g p y s p z 220 CPD I o00 2J s.F ,2S0>
+-' w a
stern design shall be performed b a licensed F rofess-anal ��� i ' - -
iv, `, BAFFLE(TYP.}� H - --- -__-- ___-� erco�ailion rate Use In tends (actual) '- 0 Q
o Engineer. _ Al - - - - - - - ---� ./-- iA 4 s 33u cPo 1,CC 2T SF h2Lo-,,., ss --_ DISTROUPON BOX SFF DETAIL PRE CA>T.._CON.RcTF - 6�) r�in�ofor, design. (� W 0
5. The installation contractor shall prepare the as-built sketch which has accurate dimensio,al HIG GPD 1,tso 34 sr. 1". o s __4 w�//
_____ ........._.. ^....teat on Rate 1 -. 1i �
distances to each of the septic system components, cr P measured from at least is. anffarent h steal -h - -pp 0 ya/day/
I- P Y - .. ._--__ I_. HOUSE TO SE F'TIC TANK 4" SOLID PVC SCH--40 1/U - .PAIN.
`Y landmarks (Le. foundation corners, well cap, boundary markers, etc.). This record information shall be ---- III /�
vNLET&OUTLEF 4"PVe ICES MAY RE Design for S bedrooms per dwelling
o furnished to the home owner, Town, or other municipal officer, as required,hisand prior to occupancy of a L1 INSTEAD of CONCRETE BAFFLES �- - -- ( rF.PTIC TANK TO D-BOX 4" SOLID PVC SCN 40 1/8 MN i
the dwellin _p LENGTH' *DUAL COMPARTMENT TANK&GAS DEFLECTION BAFFLE REQUIRED ... - __ ..-......_ .....-. ... ..._ Use 0 -= 330 apd �� Z
`0 6. The septic system designs are typical sl-e recuvernents for the number of bedrooms listed in the -- -- - ------ D-BOX TO LATERALS
4'" SOLID PVC SDR 35 7/8 - MIN Z
PLAN VIEW - -_. _ A 330 gpd- GJ J design charts, and are based on e�tabiished desi flows and relunmar soil percolailon rates fATERAIS 4" PERFORATED PVC SDR--35 1/1E. MAX. `-
determined in the field. The installation contractor shall immediately notify the design engineer of any NOTES --.--- ---- -.-. ---.-- - 1.0 gpd/sf (A a-
OF field conditions which deviate from the information as shown on the approved plans. i EFFu%'NT En-TER .-..� - ,-,..,,,
w/GRADE ACCESS COVER ''WHEN GARBAGE GRINDERS ARE INSTAU_ED AT THE TIME Or{ipUSf:CONSTRUCTION,
0 7. The septic system designs shown were sized in accordance with the New York State, Dep Ornricitt Of FINISHED(ROUND � A GAS DF4LYLION BAFFLE AND A DUAL COMPARTMENT SEPTIC TANK,OR TWO
.,... (PEE NOTES) TANKS IN SERIES,SHALL BE PROVIDtD Ta MINIMIZE THE SOLIDS CARRYOVER TO THE 1 �: ( )" ),� A = ,$.$0 OfCY
s NeaVi'n standards, and )oca'I re u' w rr r�r� i
r 8. The home owner is referred to the Deportment e- A A �(\ ( ABSORPTION AREA(ulcPosnL naD).
Iator codes, as a (ca
%IT _1 DurLL PIPE
° i� ' F t publication (Note 2, paragraph i t '.�:,Ed �V((_�� � I B„ 3v0 sf / 2 Of / ft
12 CURER MAY. 'TOP / /Fi.MIN. / MINIMUM ELEVATION CROP THROUGH STRUCTURE.FROM INL TO GILT IT
° above) for the recommeded procedures in system operations' and maintenance, xlm. SLOPE ���-/-�
-r . r „ �. .. -,,. ,- - 3 IANK S,ZE REQUIREMENTS FOR MORE THAN SIX BEDROOMS(EQTIVALL I DAILY V// /���T/�rr/�j�/�-/ j-ipp9 RESERVE AREA L = 165 it trench required
O 9. The design engineer ,shall be relieved of liability if the home owner foils to main,air .he septic /Y�err, � - -- ) rr:F:r ��/ � � � ��/ � � / � �
w "i' "F ELaw sun I.LIE rAl rut ArrD BY ADDING zsD GALLONS AND sevta Sol Aur / / / / / / Z
w in accordance with the Health Department guidelines and/or the limitations listed on frds plan ,.cL T=r; f _-- 6'-MIN. - -� EE GS.0 FACE A A OR EACHto DDIPIONA[RFDRmM AMG RBAGErGIAE CHAT' �� / / / �� 4 LATERALS ®45• = 180LF PROPOSED
� � r/ r� �� ��� �� �� � 3 O
m 10. The home owner shall , or rucaliy sn the sthe em in any way. he"MIN 1e"MN size. A HOT TUB/SPA NG TAIL BE coNSIDEREO Frn,ivAI TNT To AN aDunlonwL / /// �/� �/ /// /// �/ '
to exceed the design flows, or :Cll BEDeooM FOR oETERMINiNc TANK szE /
Health Department if toe septic system has failed. 0
K,,x
8 4 EFFr UFNi FIL TEf2,"Or FLOG'BRAND OR SIMILAR PRODUCT 10 BE _
OLD 10 THE SEPTIC TANK OUTLET. EFFLUENT FILTERS WHEN PERCOLATION ]E5TS: DECEMBER 17, 2D21
ALL O s CAN EXTEND THE USEFUL LIFE OF THE DISPOSAL FIELD. ALL ---_ ___ _ __
FINIsuFiJ[�ROUNo E D (IW.) FLOOR v SYSTEMS ARE SUSCEP IIBLG ro CLOGGING BY SrA IDc.CARRY-OVER.LEADING TO __ - _
'" PROPERLY MAINTAINED __
__ wl 5 FFR EVELL 5 _ SIr uC Urz, PREMATURE FA-111 IF INSTALLED,A GRFlDF ACCESS COVER a aI_BE PROvYFY r Tom/, /� ON
- ���5� �% .-..._. 7 �._ - F+N.A id" rFL1-\1,lVl-/-i T IIIV IL�T
\\\ \\\_\\�il\(-I\1- \�\� -. ,I ---- p.�--_ +' _:_: Vs,. ---_ FOR PERIODIC RIODIC INSPECTION&CLEANING Of'THE EFFLUENT FILTER DEVICE. D-BOX _ -
12'COVER MAX. nilcK ALL SIDES �''`�{w%r 6"MIN.CLEAN SAND,PEF1 '.� - --- - - "' - i
__ -----T ITLEI Pve ' - e6 .... -_ r�< STONE OR WASHED ACORESATO �� - --- _-- C / u,. �7 FERCGLA 10N FOL.E (P T) A(\/�f-�.��
*x' +�'---- GAS FF.FC,TION BAFFLE o
w T MIN. .:.: FT MN.i i/e,/FT mN eAFri / s>or,E+, :.__.. (SEE NOTES) I -..) Gw..I RL'I`J
o (oEF ..AAFFr /e'/S OPF s.DPF _ - _ � .. - --- - _ NIJMt;f h 1 2 tyN �rry�) '�y.{vI���•'+'�,•
_ *AVAii_AHLF S SIN[;-E PAN--1 NT TANK --__.,.-�---'_ - � N ALiSORPTiON TF2FNCH - TYP Ve..ENGINEERING
i III VL
SECTION A-A -- �--^^^ -_ -
a " L{ nvAILABLE as DUAL COMPARTMENT TANK L-. _ �- i 1 i24" C)EtPTj� (24' DEEP) FiT3 War Dr Y e.1'rItrxk p Gc P1Y 1298G
L _i suMe Af LLL711 �q ........-_____ -......... SEPTIC TANK DIMENSIONS L_-___ / P,R,S I5161 F81-CILi28 Pircdle;l",»x.r1,11es,raTyT:IrycFq>ar.mam
_ ------- -- I PRESOAK I _ cA'h{ \I
R F �,.,ary LLNr,Tu wioTH INLET eonrT HEu.Hr wALL rJa FLooR Lo MANUFacTuecA wFORManoN 4i -_ / Ora 495ec
IF Ili•M c use - N \ TaNK c �L END CAP(TYP) lornin SOsec '1 Sheet NO.
ws' cnT a HPIP I.Ts I v 8 8 I/2 S D t/2 4 9 4 6 J-6 3 4 4 48' FORT MII-TER CO. SFAMIF S _o Y 1min 35sec. rrI 1 of
.IOINT n„°> a arar�'at� wYIU E cPF SEALS -- - - -7 .... r 13sec
5" 4 9 A 6 5-6" 3" 4 4 4N" FORT MILLER TO,SEAMLES`. c -
ABSORPTION TRENCH LAYOUT DETAIL
Pao T For Mu k � Bo BAD�EauAt �� -� r 701'-n" 6-0" _-)4R PART MIL EB CO..HE-PICTY� 1 min 18se min 31 sec
ED SECTION A A PLAN VIEW """ - --
Drawing No.
5 1min 14ses 1mi-n 20sec.
DISTRIBUTION BOX DETAIL SEPTIC TANK DETAIL L d
_ WE-001
Q NTs N-TS
(If Needcd) WARREN COUNTY TAX MAP #265.-1-72
Timothy W. Wales, P.E.
CONSULTING ENGINEER
68 Waterview Drive
Saratoga Springs, New York 12866
Tel: (518) 704-2480
May 30, 2022
West Residence
930 NYS Route 149
Queensbury, NY 12804
Re: Sewage Disposal System - Engineer’s Certification
930 NYS Route 149
Dear Mr. West
The construction of a replacement sewage disposal system for the residence at the above referenced
location Tax #265.-1-72 has been completed. The installation was completed by IBS Septic and Drain
Service in 05/2022
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 tile 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. Further, there were no field conditions encountered during construction which 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 measurements from: well to tank, well to leach field and d-box, adjoining
property wells within 200’ of disposal field (if applicable), building to tank, building to leach
field, tank to d-box and leach field dimensions. Inspection performed on May 1, 2022.
If you have any questions or require additional information, please contact me at your convenience.
Sincerely,
Timothy W. Wales
Timothy W. Wales, PE
Lisc. #077263
v
Timothy W. Wales, P.E.
CONSULTING ENGINEER
68 Waterview Drive
Saratoga Springs,New York 12866
Tel: (518) 704-2480 `D _o 00\ - 20 Z_
May 30, 2022
West Residence —--
930 NYS Route 149 [ Cc-r; c y 0 V '—�
Queensbury,NY 12804
Re: Sewage Disposal System-Engineer's Certification FEB 01 2024
0
930 NYS Route 149 _R__
TOWN OF OUEENSBURY
Dear Mr. West �__—BZJiC�fP.l,; CODES
The construction of a replacement sewage disposal system for the residence at the above referenced
location Tax #265.-1-72 has been completed. The installation was completed by IBS Septic and Drain
Service 05/04/2022
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 tile trench and the annual high-water table and Part
75A of the New York State Department of Health Sanitary Code Manual.
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. Further, there were no field conditions encountered during construction which deviated
from the conditions observed at the time the system was designed.
*Effluent filter was added to the existing septic tank
4. Wales Engineering prepared an asbuilt plan (see attached) depicting the septic system as it was
constructed, including measurements from: well to leach field, adjoining property wells within
200' of disposal field (if applicable), building to tank, building to leach field, tank to d-box and
leach field dimensions.Inspection performed on May 4,2022.
If you have any questions or require additional information,please contact me at your convenience.
Sincerely, �01'NEW$...
s ot /
Timothy W. Wales,PE P., . .�,
Lisc.#077263 �7I 4; . +'.i ..
`�
07720
oPEssiolt'v
I AS BUILT I
r �
NYS Route 149
1 ►
1N►
II , �� = t fir" , .
I ► s — �.._
'I I, J FEB 01 c: 'd '
1 ( , \
ni I
I , TOWN C>�t.-1: ,_
Ci�ii_(�'iP
1Existing septic tank fitted
ft:e, ,
B with effluent filter
d I ►, q /I-
-
1
► �`` ` _1 Distribution Box
poc., I 1
RECORDED AS-BUILT DIMENSIONS
STRUCTURE DIMENSION
A-C 79' D
A-D 86' ) (( I` 00—' \ve
il
II II II II eigiiL�
A-DBOX 77' \\\\
10' Septic
B-C 90' IIII III 11 II Setback
II II II II I de
B-D 85' II II II II
It (( I (( I
B-DBOX 83' \ I
SEPTIC INK-BLDG 15'
Sewage Disposal Field
SEPTIC TNK-DBOX 58' wc0C>'ed - 4 /ulera/s el% 45'
84' to house
C-WELL 130'±
' Note:
THE AS-BUILT DIMENSIONS SHOWN WERE TAPE MEASURED DURING CONSTRUCTION WITH ACCURACY
' SUITABLE FOR OWNER'S USE. THESE ARE NOT SURVEYED DIMENSIONS. N.T.S.
West Residence vikWA,LEB
930 NYS Route 149 �) ENGINEERING
Town of Queensbury, Warren County NY, 68W501-0wDPho.PShone/Fax
Springs,caNY 12866
(5181581-0028 Phone/Fax.w.alasenq�n��cap.m.can
ON-SITE SEWAGE DISPOSAL SYSTEM
AS-BUILT __._. 0 ILT 1
AS B