RC-0279-2023,
0
i A,01191 i
0111
TYPE OF
830-513
STANDARD:AA(T)
CLASSIFICATION: AA
PROPOSED SEPTIC
DESIGN O.
SCALE:1
XXX EXISTING CONTOURS
XXX PROPOSED CONTOURS
PERCOLATION TEST RESULTS
Perc Hole#
Depth
in inches
Stabilized Rate Per Inch
of Water Absorbed
Percolation
Rate Class
1
48"
1. 7"
i " TO 5"
2
48"
1.5"
1" TO 5"
PERUULAI ION AND DEEP HOLE
TESTING WAS PERFORMED BY
DANIEL C. KAUFMAN P.E. & CHRIS
GONZALEZ ON 1 /5/2023
DEEP TEST HOLE RESULTS
TEST HOLE NO. RESULTS
0" - 8" LOAMY FINE SAND
8" - 28" SAND
28 "- 60" SAND
DEPTH TO WATER TABLE IS 80" DEPENDING ON SEASONAL RAINFALL
ACCORDING TO THE WEB SOIL SURVEY PRODUCED BY THE UNITED STATES
DEPARTMENT OF AGRICULTURE.
WASTEWATER TREATMENT DESIGN LAYOUT & SEPARATION DISTANCES TO NEIGHBORING PARCELS
D.T.H. Cobble Court Engineering PLLC
511 Walnut Drive
Clifton Park, NY 12065
SHEET INDEX Phone # (518) 956-1282
dckengnypa@outlook.com
P.1 WASTEWATER TREATMENT DESIGN LAYOUT & SEPARATION DISTANCES DANIEL C. KAUFMAN NYS P.E. #086813
TO NEIGHBORING PARCELS WARNING:
IT IS A VIOLATION OF NEW YORK STATE
P.2 LOCATION MAP WASTEWATER TREATMENT NOTES & CROSS - SECTIONS EDUCATION LAW FOR ANY PERSON, UNLESS
9 ACTING UNDER THE DIRECTION OF A LICENSED
P.3 WASTEWATER TREATMENT DETAILS PROFESSIONAL ENGINEER, TO ALTER IN ANY
WAY ANY PLANS, SPECIFICATIONS, PLOTS OR
REPORTS TO WHICH THE SEAL OF PROFESSIONAL
ENGINEER HAS BEEN APPLIED.
REVISIONS
UNLESS THIS DRAWING IS SIGNED AND
SEALED BY A LICENSED PROFESSIONAL
ENGINEER, IT IS A PRELIMINARY DESIGN
AND SHALL NOT BE USED FOR CONSTRUCTION
(� MAY 2-6
TO Alt 0
FILE rOPY �
DECOMMISSION NOTE
TO BE DECOMMISSONED B Y A LICENSED NYS SEPTIC STSTEM CLEANOUT COMPANY.
THE D-BOX WILL BE EXPOSED AND THE EXISTING PIPES TO THE LEACHFIELD WILL BE
DECOMMISSEDNED PER NYS DEPARTMENT OF HELATH GUIDELINES. THEN THE
EXISTING PIPES WILL BE PLUGGED SO NEW WASTEWATER IS NOT RELEASED INTO
THEM. 6 NEW PIPES WILL BE CONNECTED TO THE D-BOX TO TRANSPORT
WASTEWATER TO THE PROPOSED LEACHFIELD.
OWNER:
KHUREM GONDAL
1023 RIDGE ROAD
QUEENSBURY, NY 12804, (518) 586-6370
INSTALLER:
GONZALEZ & SONS
87 DELAVAN ROAD
EAGLE BRIDGE, NY 12057. (518) 817-9424
290.10-1-16 RC-0279-2023
Asmat, Aroot
1023 Ridge Rd
Garage alt & 3-season porch addition
Wastewater Treatment Design
QUALIFYING OPEN -BOTTOM GRAVELLESS
CHAMBERS
GRAVITY DISTRIBUTION PM1
Tax Map Number 290.10-1-16
1023 RIDGE ROAD
QUEENSBURY, NY 12804 Vol
I
TOWN OF QUEENSBURY
4/2 0/2023
WARREN COUNTY
GENERAL NOTES:
1.) Sanitary Facilities may be constructed only after a Town of Queensbury Building,
Planning & Development Department "Permit to Construct' has been issued.
2.) These facilities shall not be placed in operation until a Town of Ballston
Building, Planning & Development Department "Certificate of Completion" has
been issued. Contact the designated Town of Queensbury Building, Planning &
Development Department representative regarding the procedures involved.
3.) There shall be no deviation from the sewage system plans during construction
Without prior approval of a licensed design professional (LDP is an Engineer,
Exempt Surveyor, or Architect, licensed to practice in the State of New York),
and the ToWn of Queensbury Building, Planning & Development Department. Any
significant sewage system modifications must be approved in Writing prior to
implementation.
4.) This system is designed for a 4 bedroom house. It is NOT designed to allow
installation of a food disposer.
5.) No roof, floor, footing, cooling system, or Water softener backwash drains ore
to be connected to this system. All such discharges are to be directed away
from the absorption field as shown on the plans.
6.) Prior to excavation, consult the Underground Focilities Protective Organization.
7.) Electrical equipment installed in accordance With this plan must be compliant
With the NYS Uniform Building Code.
SEWAGE SYSTEM NOTES:
1.) The materials specified on these plans, or equal, must be utilized unless
alternates are accepted and approved in Writing by a LDP and the Town
of Queensbury Building Department and the
manufacturers' instructions for component installation.
2.) Proposed site groding shown on these plans is on integral part of the
Town of Queensbury Building, Planning & Development Department plan
approval. Any changes to the proposed groding affecting the Wastewater
absorption area in any Way SHALL be approved by the LDP and the Town
of Queensbury Building, Planning & Development Department prior to implementation.
3.) A LDP shall supervise system installation; certify that the construction
followed the approved plan; furnish on "as built' plan; and apply to the
Town of Queensbury, Building Planning & Development Department for a
"Certificate of Completion."
4.) No existing or proposed Water supply or sewage treatment facilities are
located Within 200 feet of the boundaries of this project except as
specifically noted on the plan.
5.) No vehicular parking or traffic circulation shall be allowed on any portion
of the completed sewage treatment system except as specifically
provided for and noted on the plan.
6.) A copy of the approved plan, including "As Built' dimensions, shall be
provided to the purchaser of the lot or house and to the Town of
Queensbury Building Planning & Development Department.
ABSORPTION FIELD PROTECTION:
1. The contractor shall protect the orea(s) Where the absorption system is
to be constructed to preclude disturbance or compaction of the natural
soil. Except as needed to install distribution piping, and spread topsoil
and seed, no construction equipment is to run over the area and it is
not to be used for material stockpiling or storage. Do not strip topsoil
from the absorption area. FAILING TO FOLLOW THIS INSTRUCTION MAY
RESULT IN THE SUSPENSION OF TOWN OF QUEENSBURY BUILDING,
PLANNING AND DEVELOPMENT DEPARTMENT APPROVAL AND REQUIRE
RETESTING OF THE IN —PLACE SOILS TO INSURE THAT THEY STILL MEET
THE REQUIRED SYSTEM DESIGN PARAMETERS.
SITE PREPARATION AND FILL PROTECTION:
1. Where absorption system area contains trees, cut and remove and cut
stumps flush With grade. Cut other vegetation as close as possible to
grade and remove. Leave roots in place.
2. Where absorption system area contains sod, plow area upslope With a
double bottom plow or scarify lightly With teeth on the bucket of a
light tracked machine.
J. Place fill in 6" lifts, spreading fill from upslope edge and moving it
into place using a light tracked machine.
4. Fill material shall be homogeneous With no stones larger than 4"
maximum dimension. The permeability of the fill material shall be
similor to the permeability of the underlying Soils.
5. Fill material With characteristics which may change significantly once
stabilized (clay or silt containing materials) shall settle naturally for a
period of at least 6 months including one freeze thaw cycle. Sand or
sandy loam materials may be mechanically compacted in 6' lifts.
6. The LDP has perfromed at least two percolation tests in the stabilized
fill prior to construction of the absorption trenches.
REQUIRED INSPECTIONS:
1. SITE INSPECTIONS OF SANITARY FACILITY CONSTRUCTION SHALL BE
CONDUCTED JOINTLY BYA THE REGISTERED ENGINEER AND THE
DESIGNATED TOWN OF QUEENSBURY BUILDING /ZONING OFFLICAL AS
FOLLOWS:
a.) PRIOR TO BACKFILLING WASTEWATER DISTRIBUTION SYSTEM, I.E.
TANK, DISTRIBUTIONBOX, ABSORPTION FIELD PIPING, PUMP OR
SIPHON SYSTEM CALIBRATION.
LOCATION C
OF LEACHFI
�`ccoft Dr
L 1
40
I&
F C ONSTRUCTION 4�
=L SYSTEM.
\10
1023 Ridge Rd,,
Queensbury, NY 12804 3
vt
meµ.
Patchwork Passion
Alt Shop
SITE LOCATION — N.T.S.
LEACHFIELD SIZING JUSTIFICATION.'
Existing, about 70 years old 2 bedroom house, the bathroom fixtures
of the old house has been updated with low -flow fixtures. The garage
is being removed and a 2 bedroom addition will be added with
low -flow bathroom fixtures and kitchen appliances existing at this
property.
Using ADS ARC Septic Leaching Chambers are a Qualifying
Open -Bottomless Chamber. Using Table 6C, with a percolation rate
in 2 perc tests with a largest rate of 1. 667 min/inches, use a pert rate
of 5 min/inch. Column 1 of Table 6C requires a flow rate of 138
gallons per day with an application rate of 1.2 gallons/day/square
feet. Therefore:
Graveless Trench Products of Required Total Trench Bottom Area in
square feet = Flow rate /Application rate
138 gallons/day /1.2 gallons/day/square feet = 115 square feet
Therefore the contractor will use ADS ARC24 Chambers, with a
capacity of 37.5 gallons and a storage length of 60 inches per
chamber. Refer to detail on sheet 3 that shows the specifications for
the ADS ARC24 Chambers. Therefore use 120 feet equivalent to 24
chambers. Use 8 lines of 3 chambers each will provide 120 feet of
total trench.
DESIGN OF LEACHFIELD IMPROVEMENTS WERE
DESIGNED PER THE "RESIDENTIAL ONSITE
WA S TE WA TER TREA TMEN T SYSTEMS DESIGN HANB0OK, BY
NYS DEPARTMENT OF HEAL TH, 2012 EDITION" Using Tables 4 &
6C
EXISTING
OUTLET
PIPE —
EXISTING 1,000
SEPTIC TANK,
SEE DETAIL ON SHEET 3.
342
340
338
336
334
ORIGIONAL GRADE -
PROPOSED 314" TO 7 1/2'°
SIZE AGGREGA TE IN724"Z
"
DEEP TRENCH AND
WIDE
4"ADS SEPTIC PIPE A T A
SLOPE OF 2% —7
6' TYP.
`-------PROPOSED 12" OF
TOPSOIL
� 10 20 30
40 5060
i
�(n
ZM
�M
ZM
�M
ZcM
��
Z�
�M
ZM
�M
ZcM
Q
ZM
Zc�j
TOWN/COUNTY SIGN OF APPROVAL
338 PROPOSED ADS
ARC24 CHAMBER
(TYP.)
336
BURLAP NET BARRIER
334 (TO PREVENT ROOT
GROWTH INTO MOUND
WHILEALLOWING WATER
TO SEEP THROUGH)
SECTION B-B: OPEN BOTTOM GRAVELLESS CHAMBER
GRAVITY DISTRIBUTION SEWAGE SYSTEM
Scales, I" = 10' Hor, I" = 2' Ver
4 ADS SEPTIC PIPE AT A 15' OF ADS ARC 24 CHAMBERS
SLOPE OF 2 % - A TA SLOPE OF 1132
INS
CARTRIDGE
LL 4'X18"2A
W/SC
EL FILTER
40
D
B
0
L_J
EQUIVALENT
10 20
0
00
00
CM
CM
Z
Z
&LOCATION MAP, WASTEWATER TREATMENT NOTES, & CROSS -SECTIONS
2D.T.H.
`30 40 50 60 70 80 90
100 110 120 130 J
M M �
� M M M
Z Z Z Z
SECTION A -A: OPEN -BOTTOM GRAVELLESS CHAMBER
GRAVITY DISTRIBUTION SEWAGE SYSTEM
Cobble Court Engineering PLLC
511 Walnut Drive
Clifton Park, NY 12065
Phone # (518) 956-1282
dckengnypa@outlook.com
DANIEL C. KAUFMAN NYS P.E. #086813
WARNING:
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER IN ANY
WAY ANY PLANS, SPECIFICATIONS, PLOTS OR
REPORTS TO WHICH THE SEAL OF PROFESSIONAL
ENGINEER HAS BEEN APPLIED.
OWNER:
KHUREM GONDAL
1023 RIDGE ROAD
QUEENSBURY, NY 12804, (518) 586-6370
INSTALLER:
GONZALEZ & SONS
87 DELAVAN ROAD
EAGLE BRIDGE, NY 12057. (518) 817-9424
EXISTING GRADE
Wastewater Treatment Design
QUALIFYING OPEN -BOTTOM GRAVELLESS
CHAMBERS
GRAVITY DISTRIBUTION
Tax Map Number 290.10-1-16
1023 RIDGE ROAD
QUEENSBURY, NY 12804
TOWN OF QUEENSBURY
WARREN COUNTY
P02
Vol
4/20/2023
M
NOTES
1. Pipe Joints tot asaW with aqmalfic moarlal or equlvWsint,
2, [TWPA eevauwls of all ouoe4 pipes must be ewal. Use of
INLET flow equalization devices is recommended.
36 The pipe from the septic tank to the dIsUlbution box Inlet.
slopod at km- t I M" pw [tit - 9mvity,
4, The slope of outlet header pipes) lbetvveeri ft
distribution box and distributor laterals stiould be at least
-T__R7J 1132" W fool.
5. Baffle required for Slpfton or automatic dosing or it Inlet
CONCRETE, PLASTIC ORV pi I Pe' slope exceeds 117 per Ibot,
FIBERGLASS y 6. Baffle can be built in of a pipe elbow or tee ("T).
PLAN VI EW 7- The boxes shall be Iristalled In confofmama *ft
mariula,0 urera insUixtions..
TO PREVENT FREEZING, SLOPE PIPE TO DRAIN BACK TO
PUMP STATION OR DRAIN TO DISTIRIBUTION BOX
oR PRoPERLY iNsurLATE
LOCATION STAKE LOCATION STAKE
-----------
12" MAX, REMOVABLE COVER IT MAX REMOVABLE COVER
TYPICALLY
1-1 t22"
INVERT
TEE OR I
INLET BAFFLE. INVERT = PIPE
ELEVATI iELBOW ELEVATION
T MIN.
OUTLET
U LEI 0 0 'T INLET T MIN, Ir ------
0
IL
MIN. 2- MIN,
r MIN-
9AIND, PEA 6RAVI- L A GRAVEL
CLEAN,CLEAN SAND, PE OR,
AGGREGATE (14-1412*) TYPICALLY 12"+J- AGGREGATE (&4-140)
PUMPED SECTION VIEW
SECTION VIEW (WITH OP710MAL -T- OR ELBOW)
mm;
BAFFLE MAY BE REPLACED BY'A
PVC TEE (-r) OR EU30W
FIGURE 10: DISTRIBUTION BOX DETAIL
AD$, Inc. Drobwe Handbwk Spec*otfam # 1-46
M
ADS ARC' SEPTIC LEACHING CHAMBER. SPECIFICATIONS
Scope
Th.is specftation detscabes. " Aac charribeir Liftits for Lirte ift brlSito wast&lffater disposai appkaliorts..
Chaniber Requirements
Arc- d-amb&m are marrufadL#edirom Ng"einsilly pcidyallNene% with an open bottom, st4fid lop and IlDuvwed SOIL BACKFILL
silo w s. Sirewafl louvers shall b* dsign to rwnimlZe toill iAtfugiW_
Chamber Sli Meet the load rating of H-111 0 (16,000 lb per axle) with a ftnirinurn of 12 iM&AS of rover W14§n
lw.tad in at=rdance with IAF%t0 PS 63 aind installed in accotdarm� with manufacturem W%tafiallion
PrOcadi.lres. VOID SPACE
Chamber CGrinesticyn CHAMBER UNIT
Ea& Chiambtf shall interloCk vAth an integral atbetdaling, joint. AtficiAalling joints shall haw a free range of
hewizatritaLf 0laWnof 20 d6grees- vAth a r1liaxWnuriq of 10 degreitg in der djreclioq. ArticLitaling joint shiA be
00instrucled by placing 9* dorm vAh engagingknip&le of the inc o -rig chamber ovef ttl pit end of the
previously-irniall@d Chamber.
Material propeities
Ea& eltarnbef -0all to mamgaeAutad koirn ffigh-deftt4 potvelhylene as defined and described in JAPMO PS
63.
USE -ABLE SOiL
Installation I - 80 MWTES PER INCH PERMATION MTE
Ingtallatiw,ghalt be in a=rdance With ADS installation procedures a-% wag as at slat's and focal health
depa*rt"l reguillab".
Arc ill
Am' ZA
AM M
Arc 36 S+C
4t. 36 LP
L"th fAJ,
67 in
67 n
63 In
E3 in
63 in
Repeal Loop 9)
W in
EG ri
Eel in
rA in
EC in
SM wal H04" (a)
TJ In
7 sin
7.13 In
111.75 in
5-5 in
c,,M2tHeim ('11
U In
12 in
13 In
'M in
a in
OWWA vidt, P)
16 M
22.5 in
34 in
34 in
34 in
Capacity
3.42 m rt
5,02,tu rt
f37.5 W
8 CU ft
M-1 400
111.7 CU ft
fw 0)
520 M t
Va4 9,an
P Oki otra" y
13S &1 untgn
120 &b3inhws
M chwber%
60 cha-tars
80charnben
Truk Lcad Cu~
I G pataLs
Is, p2dieft
24 P2112M
24 PaGem
24 Paul&
GROUNEY01ATER BEDROCK OR RAPEFNEMILE SOIL
NOIES-1
1. Giravalless absomplice ay&4&n products thitil be installed in cmdomume
wig manuractufers klabitabill
2. The! goavelem b(ench Wwstalls thaM be Separated by a Wfmirhuffl Of 4 leet
3. All WarMless brendift Milli oftqual knglh.
I I 'End C4�psaw md" ftrk to ad PAW qu alfft
P08 T 6440 MUH
RECaMG AREA
t
E
A
DOME EF40 MTH
w4ucr,LE,
0 ADS, Inc., N!Iarch
1-6 WASTEWATER TREATMENT DETAILS
P.3 D.T.H.
TRENCH BOTTOM
I FIGURE 20: EXAMPLE OPEN - 801'TOM GRAVELLESS CHAMBER I
Cobble Court Engineering PLLC
511 Walnut Drive
Clifton Park, NY 12065
Phone # (518) 956-1282
dckengnypa@outlook.com
DANIEL C. KAUFMAN NYS P.E. #086813
WARNING:
IT ISAVIOLATION OF NEW YORKSTATE
EDUCATION LAW FOR ANY PERSON, UNLESS
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER IN ANY
VIAY ANY PLANS, SPECIFICATIONS, PLOTS OR
REPORTS TO WHICH THE SEAL OF PROFESSIONAL
ENGINEER HAS BEEN APPLIED.
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,f f&N ill li fil�j W_ tro.;NAM son% umffma"i:6 PJP*fi*-
rF I0 U RE & ry, P P-_ AL SEP PC TAW
UNLESS THIS DRAWING IS SIGNED A
SEALED BY LICENSED PROFESSIOt
ENGINEER, IT IS A PRELIMINARY DES
AND SHALL NOT BE USED FOR CONSTRL
TOWN/COUNTY SIGN OF APPROVAL
A00VENWIRE FENCE SYMBOL
,1MIN, t4C%AkJG1E I IV'
W1 FAAX gwWESH
10 MAX C. TOC. SPAZJNGI
777 36' MIN LEfilIGTH FENCE
- POSTS DRrV EN 'M.11N. I•
IV
IN TO CA'O LA%U,
H11EK3H`TOF FILTER
60 WN.
PERSPE-CTIVE 'VIEW
31r kM. FENCE POST
VKWEN WIFiE FEIWZE (kOW 14 U2
GAX3E kWMAX. 6' IWESIMSPACANG)
WITH FILTER CLOTH
FLOW
UNDISTURBED GROUND
DOWIPACMD SOL
EMBISD FILTER CL-07H --- 00 167AN-
A IM OF 4? IN CFbDLND,
CONSTRUIC`X�l ION SPECIFICATIONS
L WOVEN WRE FENCE TO BE FASTENED SEC LIFIELY TO FENCE POE TSWITH WIRET-M
'OR STAPLES, POSTS SHALL BE S TE EL EITHER wr OR OILF TYPE OR, HAR C-Waon.
Z FILTER CLOTH TO 13E TO BE FASTEWED SECAAtELY TO WOVEN WIRE FE-W-E WITH TIES
SPACED EVERY 2ir AT TCF3 AhD MID SECTICK FW-
EE SHALL BE WOVEN WWAF_
4rU1X3IId11M MESH CYPE.NNG.
'-I'EN T#VGSECTX)NS OF FIL TER C4.07H ADJOIN EACH OTI-ER THEY SHALL BE OVER-
LAPPED By EX INC*ES AND FOLDED FILTER CLOTH SHALL BE En -PER FILTER _X
MIRAFI 1011X STABR-INKATUOUnRAPPF4CAWEDURMLF-NT.
4 PREFABRICATED UNITS SHALL BE GEOFAR EWRDFENCE. OR Af'FfqLV#JE]3 EOUNAILIENT
S MAJNTEMV9CJE SHALL BE P1ERF0:bMD AS NEEDED AND WATEMAL REMCNED
'BILLGES' CIEVELOP IN THE SILT FENCE
"TED FAQQ DETALS PfUjoiDED en, L60A - Nw-s
t4EW YOW STATE "ARTMEmT OF Imo' m§"TAT i Lv%i
STATE DEPAR TWENT iY E Nvil"*oENTAL CZN8 EfrWA T-Cw
NEYY YOW -8 SILT FENCE,
mEYo VDft STATE SOL A WATER CtR4�ERVAT" -Ce_AWJTEE
r 6 DE TAIL 4
2011�) SILT FENCE
�i 17-AL-Ei: W; T T 0 tiCAf_
OWNER: Wastewater Treatment Design
KHUREM GONDAL QUALIFYING OPEN -BOTTOM GRAVELLESS
1023 RIDGE ROAD CHAMBERS
QUEENSBURY, NY 12804.(518) 586-6370 GRAVITY DISTRIBUTION Pm3
Tax Map Number 290.10-1-16
INSTALLER, 1023 RIDGE ROAD
GONZALEZ & SONS QUEENSBURY, NY 12804 Vol
87 DELAVAN ROAD,
EAGLE BRIDGE, NY 12057r (.r-- 8) 817-9424 TOWN OF QUEENSBURY 4/20/2023
WARREN COUNTY