SH1 rev2 GENERAL NO TES: D,F,
1.) Sanitary Facilities may be constructed only after a Town of Queensbury "Permit to I.P.F.
Construct" has been issued. _
2. These facilities shall not be laced in operation until a Town of Queensbur ;+,,°'i"C:' Lands n/f 2 1/2"
"Certificate of Completion" has been issued. Contact the designated Town of - - If !3 , .�d
P P Y �
p g Anne Duncan Corcoran
(:wu
Queensbury representative regarding the Procedures involved. RL,�� tl B. 964 P. 255
3.) There shall be no deviation from the sewage system plans during construction 6 NOTE ON NEIGHBORING WATER SUPPLIES: -
S - �
without prior approval of a licensed design professional (LDP is an Engineer, Exempt Zr UPON SITE WALK THROUGH OF THE NEIGHBORING PROPERTIES, NO I,P.F. Butyl GasketVISIBLE WELLS WERE NOTED OR IDENTIFIED. UPON DISCUSSION
Surveyor, or Architect, licensed to practice in the State of New York), and the Town WITH ONE NEIGHBORING PROPERTY OWNER, IT WAS SUGGESTED
of Queensbury. Any significant sewage system modifications must be approved in
THAT ALL I NEIGHBORING
RESIDENCES RECIVEWATER SUPPLY I 0N p rt, �
..
.P.F.
DIRECTLY FROM GEORGE. SE REASONABLY
writing prior to implementation. M GENERAL
, NEIGHBORING C DLE 3 O
8 1/2„
4.) This system is designed for a 5 bedroom house. if is NOT designed to allow ROAD RECEIVES WATERSUPPLY VA LAKE GEORGE DIRECTLY 0 0 0
°
installation of a food disposer or spa tub.
Ntli i 0 00 L
5.)connecfed Efloor,
thisfooting,
sysfemco A//�suchsystem,
dischargeswater
ore to besoftener
directed away drains
fromore
the
be APPROXIMATE ROUTE OF WATER SUPPLY is"ilN LuL°^wu ' 15" °o°o°000 Seal joints with
°o°o° Non-shrink grout
absorption field as shown on the plans. 3 PIPING FROM LAKE GEORGE AS PROVIDED 0 0 y_ oiu.w i. J Pe°o°oo°° or silicone caulk
i °o°o
BY PROPERTY OWNER. 3ii TP i '° ° /2" `'`'` 1`'J°°o29" 4" SDR 38 SOLID OR EQUIV
g 9 NG Q o 000
6. Prior to excavation, consult the Underground Facilities Protective Organization. BEDROOM d "' °'I I I ,No°toy °°°o°°°°° BETWEEN OUTLETS AND J
� HOUS b°a it �04 � --- �LLJ 15° ° °�p o ° PERFORATED PIPE SECTIONS Q
SEWAGE SYSTEM NOTES. � E I� � I -- 11-
1.) The materials specified on these plans, or equal, must be utilized unless alternates E.
raSsTIIi�id''u
Followore s all manand
ufact approved
instruction writing in by for com onent installation LDP and the Town of Queensbury. - - d Ve 20, 'iA°I, Ntj i it °�T '"� o W DISTRIBUTION BOX NTS QL
P , �
dC
2.) Proposed site grading shown on these plans is on integral port of the Town of / 5i�iCaCK U EQUIPPED WITH SPEED LEVELERS Q
Si
Queensbury plan approval. Any changes to the proposed grading affecting the I EQUIPPED WITH SPLASH BAFFLE
wastewater absorption area in any way SHALL be approved by the LDP and the Town I•P•F• h
of Queensbury prior to implementation. - -
3.) A LDP shall supervise system installation; certify that the construction followed the hW- PROPOSED
approved plan; furnish on "as built" plan; and apply to the Town of Queensbury for - _ DRI VE INSTALL NEW EFFLUENT FILTER
a "Certificate of Completion." (ZABEL FILTER OR EQUIVALLENT) it, wag
shed ON OUTLET BAFFLE OF EXISTING /
4.) No existing or proposed water supply or sewage treatment facilities ore located garage - - Location stoke SEPTIC TANK
within 200 feet of the boundaries of this project except as specifically noted on the I
plan. n Ground surface
5.) No vehicular parking or traffic circulation shall be allowed on any portion of the Lands n/f Asphaltic seal (typ.)
completed sewage treatment system except as specifically provided for and noted on - - 12 Manhole cover (typ.) t1 W ,
the plan. Frank N. Parisi o M
6.) A copy of the approved plan, including `As Built" dimensions, shall be provided to B. 660 P. 222 � Lands n/f °
i � C�' � ZABEL FILTER
the purchaser of the lot or house and to the Town of Queensbury. Thomas E Hans & I.P.F "
O � O ' Inlet Inv. of inlet 3" above I
ABSORPTION FIELD PROTECT/ON: CONSTRUCTION NOTES SPECIFIC TO ELJEN DESIGN: �, w � � � Diane M. Hans -� Inv. of outlet : �- outlet
B. 1329 P. 184 � Liquid level
1. The contractor shall protect the oreo(s) where the absorption system is n7
to be constructed to preclude disturbance or compaction of the natural 48" Min - 60" Max Caulked joint (typ.)
1.)This design is a Corrective System Design. Daily loading rates shall be
soil. Except as needed to install distribution piping, and spread topsoil �� , Liquid Depth
and seed, no construction equipment is to run over the area and it is based on 110 gallons per bedroom per day as a result of the owner's WASTEWATER TREATMENT SITE PLAN 1 - 2 0 14 18" Sanitary tee (typ.)
not to be used for material stockpiling or storage. Do not strip topsoil installation of low flow plumbing fixtures within the existing residence. The 4. U
from the absorption area. FAILING TO FOLLOW THIS INSTRUCT/ON MAY owner shall provide the engineer evidence of this installation as a condition of 3" Min. concrete
RESULT /N THE SUSPENSION OF TOWN OF QUEENSBURY APPROVAL AND operation. Baffles may be wall thickness
REQUIRE RETESTING OF THE IN-PLACE SOILS TO INSURE THAT THEY PUMP SYSTEM CALCULATIONS used instead of 0-)STILL MEET THE REQUIRED SYSTEM DESIGN PARAMETERS. 2.)This design and construction requirement complies with NYSDoH sanitary tee c - LLJ
Appendix 75-A and local health department regulations unless otherwise PUMP SYSTEM DOSING SHALL BE BASED ON EXISTING PIPE AND GRAVEL PLUS e • • _ - - ' _d U) p
noted and approved by a NYS Specific Waiver(DOH 4346). This design ELJEN PADS. • . I _ N N
SITE PREPARATION AND FILL PROTECT/ON: complies with and must be installed in accordance with the most current Eljen MATERIAL OF THE SAME PERMIFAD,11HTY 0 INSTALLING CONTRACTOR SHALL MAKE CONFIRMING MEASUREMENTS OF TANK 000Qo°000poao( 6" Peostone00000a000°00000°o
AS THE UNDERLYING ORIGINAL SOIL DIMENSIONS BASED INTERIOR DEPTH WIDTH AND HEIGHT. INSTALLING � � �
1. Where absorption system area contains trees, cut and remove and cut New York Design and Installation Manual and shall be readily available on GRADE FOR . +, tD � �
PROPER GE 2'5w SHALL BE USEDAS USEABLE FILL CONTRACTOR SHALL CONFIRM ELEVATION OF OUTLET PIPE INVERT AND REPORT � �
stumps flush with grade. Cut other vegetation as close as possible to site during construction at all times. To ensure proper system operation, the MAXIFu+J N O Z CO
FINDINGS TO ENGINEER. ENGINEER SHALL ADJUST PUMP SYSTEM CALCULATIONS
grade and remove. Leave roots in place. system must be installed using ASTM C33 sand with less than 10% passing h' MINIIMIJM �'` °"�. "'TOP SOUL �''r � Q� � O �
2. Where absorption system area contains sod, plow area upslope with a #100 sieve and less than 5% passing#200 sieve. Listed below is a chart AS NECESSARY. . - Qj �
IIGIN!AL .. .. P T I T T I �--� �
A K A SE C N DE
double bottom plow or scarify lightly with teeth on the bucket of a outlining the sieve requirements for the Specified Sand as required by EIIen. .�, e Y � � � , " r �,. ,. , �. � , ,1 809 OF EXISTING 4 PERFORATED PIPE VOLUME /S 163 GALLONS. ADDITIONALLY,
U � � _ I
GRADE M IJgBLE FILL tr >
light tracked machine. Installing contractor shall provide engineer with copy of receipt which DOSE 2 GAL PER EACH ELJEN PAD. ELJEN DOSE /S THEREFORE 56 GAL PER TYPICAL DETAILS ONLY - 1 250 GAL NTS �' a� C .0 C N;,..s
J. Place fill in 6" lifts spreading fill from u slope edge and movie it specifically shows the use of ASTM C33 sand, and the volume purchased and Q� O
P g P P g g / • DOSE. TOTAL DOSE IS THEREFORE 219 GALLONS PER DOSE. DRAINBACK to
into place using a light tracked machine. �� ,' % '% .,, : , VOLUME TO PUMP TANK IS NEGLIGIBLE. Q� O � Q U
delivered. .� ,��_r ,,,'�, ��, °� ,f.,�,���:,,��, � .�� , . � � � �.",� 0_4. Fill material shall be homogeneous with no stones larger than 4" SET TANK FLOATS AS NOTED IN PUMP TANK DETAIL ON THIS PAGE. EACH INCH N Q)Ln - 00
maximum dimension. The permeability of the fill material shall be
ASTM G33 SAND 4'MINIMUM 24'°'MINIMIUMTOLIMITlIN1(3, OF TANK ELEVATION IS EQUIVALENT TO 32 GALLONS. U _ - co O n
similar to the permeability of the underlying Soils. AS'T I C33 UNDlERLYING ORIGINAL SOIL CONDITIONS OR RESTRICTIVE SOILS, THEREFORE, THE PUMP SHALL DISPLACE APPROX/MA TEL Y 7 INCHES OF WATER E _ U)
5. Fill material with characteristics which may change significantly once B Specification n r -60 MPII PERCOLATION ELATE PER DOSE. � �--J
Y g g ll • EXISTING PUMP SHALL REMAIN IN SERVICE IF FOUND TO BE IN GOOD CONDITION. Goose-neck vent pipe
stabilized (cloy or silt containing materials) shall settle nafura//y fora with charcoal filter Water-tight Riser w/Lid 0
period of at least 6 months including one freeze thaw cycle. Sand or CONTRACTOR SHALL TEST ALARM FLOAT PRIOR TO COMPLETING SYSTEM 9 Panel aControlnd �
P 9 Y '16"V0 � rECIICINOgI INSTALLATION. GATE VALVE Alarm
sandy loam materials may be mechanically compacted in 6" lifts. i V Size LIISI"O Opening Percent Passing TYP I CAL ELJEN S HALLOW TRENCH CROSS-SECTION FLOW RATE SHALL BE ESTABLISHED AT 30 GALLONS PER MINUTE INTO THE (EXISTING
6. The LDP shall perform at least two percolation tests in the stabilizedunion Disconnect ❑N SITE) U E
DISTRIBUTION BOX. followed by Ball valve
fill prior to construction of the absorption trenches. Size' (Wet ,GCVO) NTS Manhole cover (typ.) 7 NZ,/ N
REQUIRED INSPECTIONS: 0.3751E 9.5 1 1oo _100,10 DESIGN CRITERIA Gravity ,
from ST Check �Electrical Conduit
1. Site inspections of sanitary facility construction shall be conducted jointly • DESIGN APPROACH BASED ON SOIL INVESTIGATIONS ELJEN SHALLOW TRENCH TREATMENT SYSTEM TO SUPPLEMENT EXISTING PIPE AND valve ;� 2' PVC 40 TO
75 ITtr"t4 5:g �Q .Q
by a LDP and the designated Town of Queensbury representative as GRAVEL SYSTEM. EXISTING PIPE AND GRAVEL SYSTEM ARE EXHIBITING SIGNS OF INTERMITTENT SLOW ABSORPTION. THIS SYSTEM IS (w/Antisiphon - DB❑x U
If1"r111 Minimum 1 Day Hole as / �
follows: 2,36 O _ 66u6' DESIGNED TO SUPPLIMENT TREATMENT AND OFFER ADDITIONAL TREATMENT CAPACITY TO THE RESIDENCE WHILE REDUCING DUTY CYCLE Storage re d) i � �
a. During design, prior to plan approval - deep test pits and native _______________________________________ ______________________________________ _______________________ _________ OF EXISTING PIPE AND GRAVEL SYSTEM. (above High water 4'
__ __ __ __ __
soil percolation testing
ting Y 16 L I ,M 56.Q - 85.0 EXISTING WATER SUPPLY TO HOME /S FROM LAKE GEORGE Alarm) 3 ;� lT -
b. Prior to bockfillin wastewater distribution s stem, i.e. fonk, EFFLUENT FILTER SHALL BE ADDED TO THE OUTPUT OF THE NEW TANK. SEE TANK DETAIL ON THIS SHEET. - - - - - - - - - - - - - - - - - - - - - - - 2 -;- - - - - - - - 1/4'DIAM 0 U) p
distribution box, absorption field piping, pump or siphon system 6 g prIll 6 6 g EXISTING TAX RECORDS INDICATE A 3-BEDROOM HOUSE. OWNER HAS ASKED TO MAXIMIZE TREATMENT TO SUPPORT A TOTAL OF FIVE Alarm/Override Leve Drain-back Hole O _ 00
calibration. (5) BEDROOMS. SOILS ON SITE WERE MARGINAL AND A RAISED TREATMENT SYSTEM FOR FIVE (5) BEDROOMS CANNOT REASONABLY PUMP TANK FLOAT POSITIONS A 1 ` B Flow Equalization Zone (Min. Vol. = 1/2 Design Flow (for cold climates l2 N
ABOVE TANK FLOOR l � O
Q m :6 _ : .6 Low-water Cut-off Level PUMP ON & V J V) �
c. After final grading and seeding. FIT ON THE PROPERTY. ADDITIONAL ELJEN TREATMENT /S BEING PROPOSED TO RELIEVE EXISTING PIPE AND GRAVEL ABSORPTION 1Q seasonal O
ftlSYSTEM WHILE ALSO PROVIDING ADDITIONAL TREATMENT CAPACITY. 03 ALARM 30" ABOVE FLOOR applications) (D -
PERCOLATION TEST RESULTS Q ....::. rT1 .. Q ..... TANKAGE /S SUITABLE TO SUPPORT FIVE (5) BEDROOMS BASED ON REPORTS FROM SEWAGE HAULING CONTRACTOR. • Vent Hole N N z
Pump w/Lifting N
00 �t g PERCOLATION RATE CLASS USED FOR ORIGINAL DESIGN OF PIPE AND GRAVEL SYSTEM=0.9 G/D/SF. ORIGINAL DESIGN WAS FOR 02 PUMP ON 25' ABOVE FLOOR Rope Vent Hole /� L N
Test Hole # Depth Stabilized Rate Per Inch Percolation FOUR (4) BEDROOMS. . (raised (J on J L� U >, E �
in inches of Water Absorbed Rote Class ELJEN DESIGN: 21-30 MINUTES PER INCH AS PART OF CONSERVATIVE DESIGN BASIS TO ESTABLISH ADDITIONAL CAPACITY. 01 PUMP CUT OFF 18" ABOVE FLOOR b U
lock) Li L
� tD
•1 15" 6 MIN. 6-7 WIDTH OF TRENCH: ELJEN SIZE REDUCTION BASED ON 6 SO FT PER LINEAR FOOT OF TRENCH PER 75-A Q) O a
�
INSTALL TWO (2) TRENCHES WITH 14 ELJEN TYPE B43 PADS PER TRENCH. DESIGN APPROACH BASED ON SOIL INVESTIGATIONS AND
2 16" 6 MIN. 6-7 3.)The first 6 inches of Specified Sand immediately under, between rows, and • SPACE LIMITATIONS - ELJEN SHALLOW TRENCH � • : ° . °. .. ° .. . , . . �3" BED OF SAND m N (�
around the perimeter of the GSF system shall be an ASTM C33 Washed OR PEA GRAVEL
Concrete Sand With Less Than 10% Passing a#100 Sieve And Less • IMPORT APPROXIMATELY 110 YARDS OF SUITABLE FILL FOR ELJEN SYSTEM (NOT INCLUDING TOPSOIL AND SPECIFIED SAND), HAVING A N N N
Ln
Than 5% Passing a#200 Sieve. Scarify any smeared subsoil prior to fill PERCOLATION RATE OF APPROXIMATELY 10-30 MINUTES PER INCH, MATCHING THE GENERAL RANGE OF EX/STING SOIL PERCOLATION PUMP TAN K D E TA I L � p p 1
DEEP TEST HOLE RESULTS placement. TESTS PREVIOUSLY EXAMINED. FILL VOLUMES ARE ROUGHLY EST/MATED ONLY AND MAY BE SIGNIFICANTLY MORE OR LESS THAN 1 ,500 GALLON (TYPICAL) NTS N N N N
PRESCRIBED BY THIS PLAN. I
TEST HOLE NO. RESULTS • CONTRACTOR SHALL PROVIDE SIEVE TEST RESULTS TO ENGINEER FOR SPECIFIC SAND MATERIAL SHOWN ON THIS DESIGN AS A PUMP TANK IS EXISTING AND SHALL REMAIN (�4 N o r�
4.) Each row of modules is laid level and end to end on top of a 6-inch CONDITION OF APPROVAL. PLUMBING DETAILS ARE CONSIDERED "TYPICAL " AND MAY BE N
minimum layer of Specified Sand. No mechanical connection is required N n
1 0"-8" GRASSY TOPSOIL between the GSF modules. INSTALLING CONTRACTOR SHALL CONFIRM SEPTIC TANK AND PUMP TANK CAPACITY. INSTALLING CONTRACTOR SHALL CONFIRM CONFIGURED DIFFERENTLY WITH ENGINEER'S APPROVAL -0 N
INTERIOR DIMENSIONS OF PUMP TANK AND PROVIDE TO ENGINEER -0 E U) N
8"-16" SILTY LOAMY o E
1.1
16"-49" SILTY LOAM & CLAY 5.) Place perforated distribution pipe on top of GSF modules with holes at the CURTAIL FILL AROUND DRIVEWAY U U (D
5 and 7 o'clock positions. Complete system piping with non-perforated SDR MATCH UP NEW FILL WITH
N v
P p Y p�p 9 P AND CARPORT AS NECESSARY O a) (D
2 0"-7" LOAMY TOPSOIL 35 pipe and fittings. Refer to sections 2.2 and 3.5 for level and serial piping EXISTING FILL ELEVATION 0 D p
details respectively. Secure pipe to GSF modules with provided wire clamps, INSTALL FOURTEEN (14) � "2
6 -24 SILTY SAND one clamp per Eljen module with both legs of the clamp against the sides of 0 (14) EL TWO ROWS N B43 PAD ' FILL GRADE 105.50 6 IL ED/HAY S /N EACH OF EXISTING FILLS ELE AT/ONH > N T X
1 " O
6 -24" TIGHTER SILTS the pipe. (D > O
24"-51 " TIGHTER SILTS AND CLAY D 4" PERFORATED LATERAL 1V.•3H MAX52' C'C U
6.) Eljen provides an anti-siltation geotextile fabric with the system that is B o PITCHEDFLAT SUITABLE FILL 4' 2' 4' 4' 6' C z
SOIL TESTING WAS CONDUCTED BY STEPHEN T. DEAN P.E. placed over the top and sides of the module rows to prevent long-term X 0 0 J �
siltation and failure. Cover fabric substitution is not allowed. Eljen ,n S=0% ORIGINAL AROUND O
P.C. ON AUGUST 13, 2024. DEEP TEST PITS WERE provided eotextile cover fabric shall provide proper tension and orientation of 104
,. •-:;'^ • .- gr ` ORIG. GRA E=104.00
p 9 P P p
EXCAVATED BY IBS SEPTIC AND DRAIN SERVICE. a II '� �''' .`,t.` PROPERTY Ll E
the fabric around the sides of the perforated pipe on top of the GSF modules. � B43 ELJEN PADS(14) ER ROW � � LLB
Fabric should be neither too loose, nor too tight. The correct tension of the II D
cover fabric is set by: Z o SPECIFIED SAND >
•Spreading the cover fabric over the top of the module and down both sides > z
104
of the module with the Z o < z ' o L1J O 0
cover fabric tented over the top of the perforated distribution pipe. 2 o II II p `� U �
• Place shovel full's of Specified Sand directly over the pipe area allowing the „0 0 C) INSTALL FOURTEEN (14) U
cover fabric to form a V...°s II I II II V G o0 o o NO EVIDENCE OF NO EVIDENCE _
NOTED WITHIN 36" OF OF MOTTLING � '`�� ���'�`'" � "�� �` "� � ELJEN PAD IN EACH OF N
mostly vertical orientation along the sides of the pipe. Repeat this step moving I m "iol I°'9 o U, v, MOTTLING 0 BEDROCK II :-E N �GE: 1G°° E�E.A611/A II TWO ROWS J -
„ o a OR BEDROCK 3 6 O
down the pipe. V,j11111'' LAN III<
NOTED THIN PEN TRATE EXISTING EARTH
ELJEN TRENCH BOTTOM 102 �
ELJEN PAD SUPPLIER 36" OF ELJEN TO XIMUM OF 3' DEPTH o N
rti 7.) Carefully place backfill over the modules, followed by loam to complete a 00 TRENCH W a✓ 0 > e
'", total minimum depth of 12 inches as measured from the top of the modules. z EJ PRESCO TT 198 USHERS RD BOTTOM z_ O
Fill material shall meet or exceed State of New York Code requirements. All ROUND LAKE NY 12151 - c�
fill material shall be clean bank run sand, free of topsoil ,humus, and a can
"dredging" directly beneath the GSF system.Systems shall be vented at the
CONTACT: BOB RIPPLE 518.877. 6737 � 00 __0 � � En
distal (far)end of the system. Backfill with suitable native soil that is clean and �� � 0 �0 �0 4 0 �0 �0 70 �0 � N C114 �
devoid of rocks larger than 2 inches. Finish grade to divert surface runoff from
the absorption field area. Finish grade to prevent surface ponding above and 10 20 5 0 40 50 60 70 80 90 / 0 0
upslope of the absorption system. Seed loam to protect from erosion. ELJEN SHALLOW TRENCH � OU
SITE LOCATION MAP
ELJEN SHALLOW TRENCH SEWAGE SYSTEM SECTION A-A' SEWAGE SYSTEM - SEC BB- ' ` )
Scales: 1" = 10' Hor, 1" = 2' Ver Vertical Section Token Along Route of Pipe Scales: 1" = 10' Hor, 1" = 2' Ver Token Along Cross-Section of Loteriol Pipes
NOT TO SCALE