2009-460 DEED REFERENCE:
TAMMY L. TRAGY
TO
JOYGE STRAU55 + FRANK A. ADAMO, 19 E
DATED] DECEMBER 1G. 2002 co
9V BOOKS 1303 PAGE 219 / o
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-Oning;�dinninistrator — o —
TOWN OF QUEENSBURY
AN
Date+ MARCH 2 0
D u S vNAunROR�n AI.TT7TATRON OR ADOt10N ro A SURVEY
& �- VIOL RIB A CTM no. p SEAL A Map of a Survey made for Scale 1'=30'
VIOLATION a'sEctroH T'209.we-av�,aa+z ov nee
NEW YORK STATE EDUCATION LAW.'
S t e v e s MY avAL FRANK ADAMO
h"MO WRM M OMQKAL OPTIC LAND
SEAL SNML BE OMA7 ro Be YAUO,RLE .. S- 1
'CERTFICA710N5 RTDICATED HEREON SIGNFY THAT
THIS SURVEY WAS PREPARED N ACCORDANCE PATH THE -
Land Surveyors �'°���"�'M��°SURVEYORS�°M JOYCE STRAUSS
BY THE MEW YORK STATE ASSOCUIIdi CF PROFESAONAL
RAND SURVEYORS.SAID CE=CATIONS SHALL RUN ONLY
TO THE PERSON FOR VMOI THE SURVEY IS PREPARED.AND
M MS REHALF TO THE TITRE CO&WMy.OOVM"MAL
169 Haviland Road A�AM LEMMD MSTITu�,LMW MW«N.AND SST 1 OF 1
Queensbury, New York 12804 TO VC AS610M Ornt ma"asun im, Town of Queensbury, Warren County, New York HNO.
4121108 SHOW IMPROVEMENTS
518 792-8474 ADAMo G-915
� ) New York Lic. No. 50135
DATE DESCRIPTION DWG. NO. 02355
252-1-47/23-1-34
SEPTIC SYSTEM LIMITATIONS
1. The best designed and installed septic disposal system will eventually fail to function properly without
0 2 4. 0 adequate maintenance. Inadequate septic tank maintenance can result in clogging of the tank and
a sewage back—up into the structure 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. Periodic cleaning of the effluent filter is
essential to the long term use of this system.
2. This set of design plans and details is intended to provide subsurface sewage disposal for a specific
use. No additions involving offices and/or treatment areas may be added to the structure without the
approval of the Town 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.
° f j j rl 4. No sump pump, water softener backwash, spas, hot tubs, whirlpools, or condensate waste shall be
drained into the system.
>, I ( ( J ( ( ( ( ( 5. The owner shall in time replace older fixtures with water saving fixtures, including but not limited to:
2 gpm shower heads, low water use toilets, and sink restrictors.
>, j I j I ( I ( ( ( 6. Observe water conservation practices.
7. The septic tank shall be inspected annually to determine the scum and sludge accumulation by the
owner 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 the scum
a ( ( ( ( ( ( layer is within three inches of the bottom of the outlet baffle or tee, or the top of the sludge is within
ten inches of the bottom of the outlet baffle or tee. Most tanks should be pumped out every two to
o ( j j ( '( ( ' ( ( � ( five years.
v
8. The effluent filter (optional equipment) 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
48. 0 amount of solids trapped in the filter cartidge.
9. When septic tank is pumped, the septic tank inlet connection, baffles/tees, house sewer connection,
( ( j ( ( ( tank outlet connection, and pump pit (if present) shall be inspected. Any baffle or tee that have
0
� j ( ( ( ( ( deteriorated and no longer perform as designed must be replaced. Cracked or broken lines must be
0 50. 0 j j ( ( 'j ( ' ( � repaired or replaced.
j ( ( f ( j j ( ( ( ( 10. Any company employed to clean and service the septic tank and system, must be a permitted
j ( j � 'j , 6 3. 5 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.
( ( ( �( j ' ( ( ' i 11. Septic tank additives shall not be used in the septic system. Additives are unnecessary for the
proper operation of domestic wastewater disposal systems and may cause the sludge and scum in the
septic tank to be discharged into the absorption field, resulting in premature failure.
E j ( j ' I ( 12. Do not dispose of excess grease and fat into a sink connected to the septic system.
13. Whenever septic tanks are to be abandoned (i.e. when public sewers are installed to handle
Io j ( ( ( household wastes), the tanks shall be pumped out and refilled with soil to prevent future collapse.( ( , j ( 14. Do not pour or dump chemical cleaners (i.e. ammonia) in the sinks or toilets.
15. Do not discharge roof drains, or allow stormwater runoff to collect on the absorption field area.
48. 5 16. No vehicle parking or traffic shall be allowed on any portion of the sewage disposal system.
w ( j 17. 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 structure that has a greater discharge of
wastewater flow than designed will require a redesign of the disposal system by a licensed Professional
2 5. 0 Engineer.
j j ( 18. The stamp seal and signature of the design engineer is for the intended use only, and any change
° I ( j ( ( I 1 f of use invalidates the seal.
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DISPOSAL FIELD
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ON—SITE SEWAGE DISPOSAL REPLACEMENT SYSTEM
o= IMPORTANT NOTE:
AS—BUILT PLAN
THE AS— BUILT DIMENSIONS SHOWN WERE MEASURED DURING CONSTRUCTION WITH ACCURACY
DATE: 10/21/09 SCALE: NONE DWG. NO.: mozal.dwg
Z SUITABLE FOR OWNER'S USE. THESE ARE NOT SURVEYED DIMENSIONS. THE MAP IS NOT TO SCALE.
�- KEVIN L. HASTINGS, P.E.
in CONSULTING ENGINEER SHEET 1 OF 1
LIC. N0. 076269 3 JACKSON AVENUE, SOUTH GLENS FALLS, NEW YORK 12803
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�� EXISTING SEPTIC TANK TO BE DISCONNECTED,
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w ABANDON TANK IN PLACE
o DISTRIBUTION BOX ° ° , BASIS OF DESIGN a
a� lot
3 BEDROOMS
152 RIVER STREET
EFFLUENT PUMP PIT I I Percolation rate = 10 minutes
a� I
2 FAMILY DWELLING
Use 0.90 gpd/sf application rate
Use 150 gpd per bedroom (Town code)
SOILS
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For 3 bedrooms:
Q = 3 x 150 gpd = 450 gpd
SEPTIC TANK DEEP HOLE TEST PIT PERFORMED 8/27/09 BY PATRICK
o I 450 gpd BALDWIN, EXCAVATOR WITH KEVIN L. HASTINGS, PE, PRESENT.
A = -----
a 0.90 gpd/sf TP-1
>, I 0-6" TOPSOIL
cv A = 500 sf 6-30" DENSE SANDY LOAM
___ 30-54" FINE SAND
o
`_ L = 500sf / 2sf / ft
`" NO BEDROCK ® 54"
o —__ \` L = 250 ft trench STATIC GROUNDWATER ® 40"
Use 5 trenches 0 50 ft. each PERCOLATION RATE ASSESSMENT: 5 MINUTES / INCH
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TOWN OF QUEENSBURY COUNTY OF WARREN STATE OF NEW YORK
•J •�� �- HAST �O
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oSITE �� PLAN �ys� Na 0762s1a SITE PLAN
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NOTE: BASE MAPPING PROVIDED BY TOWN OF QUEENSBURY GIS INTERNET ARCHIVE. I" = 20' s Nr
' DATE: 9/14/09 SCALE: AS NOTED DWG. NO.: mozal.dwg
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_ KEVIN L. HASTINGS, P.E.
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z CONSULTING ENGINEER
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P.E. License NY 076269 REV. DATE: NOTE: 3 JACKSON AVENUE, SOUTH GLENS FALLS, NEW YORK 12803 SHEET I OF
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4" INLET PIPE 24" INSPECTION 4" OUTLET PIPE SEPTIC TANK CAPACITY 'LENGTH' (SEE DESIGN CHARTS,
1/4" / FT. MIN. ,1 COVER (TYP) SLOPE FT. MIN.
SLOPE - ;' ',, NUMBER OF DESIGN MINIMUM TANK CAPACITY & LIQUID SURFACE AREA
BEDROOMS FLOW 10' MINIMUM
J �-LI-� I ', ; . W/0 GARBAGE GRINDER W/ GARBAGE GRINDER
*BAFFLE (TYP. 20' MINIMUM
A A 3 450 GPD 1,250 34 S.F. 1,500 40 S.F.
? j 10' MINIMUM 10' MINIMUM
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° *INLET & OUTLET 4" PVC TEE'S MAY BE w j F.F. ELEV. = 100.00 1 16" FT. MAX. SLOPE
�' USED INSTEAD OF CONCRETE BAFFLES o I / /
'LENGTH' EXTERIOR WATERPROOFING
3
FINISHEDGROUND
Z PLAN VIEW _ -
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EFFLUENT FILTER w/ GRADE NOTES -
° FINISHED GROUND �-�
a� ACCESS COVER (SEE NOTES) 1. WHEN GARBAGE GRINDERS ARE INSTALLED AT THE TIME OF HOUSE PITCH -� -- - - - - - - - - - - - - - - -
E CONSTRUCTION, A GAS DEFLECTION BAFFLE AND A DUAL COMPARTMENT
= E PROVIDED TO MINIMIZE SEPARATION:
' \ SEPTIC TANK, OR TWO TANKS IN SERIES, SHALL B P VIDEO MINIMI
74" OUTLET PIPE 4" SOLID PVC SDR-35 24" MINIMUM DEPTH TO BOUNDARY CON
� �, � , � ;�� THE SOLIDS CARRYOVER TO THE ABSORPTION AREA.
4" INLET PIPE 12" COVER MAX. 1/8" / FT. MIN. 2. 3" MINIMUM ELEVATION DROP THROUGH STRUCTURE FROM INLET TO / /
TOP 4" SOLID PVC SCH-40 1 8" FT. MIN. SLOPE
1/4" / FT. MIN. SLOPE -i OUTLET.
1 4" FT MIN. SLOPE
- .,
TANK S F MORE THAN SIX BEDROOMS
SLOPE •.<.,� 3. T SIZE REQUIREMENTS OR
3 6" MIN. GALLONSENT DAILY AND SEVENLSSQUARE SHALL
FEETEOF CALCULATED
AREA ADDING
FOR EACH \
' ---•-•----- •-•-•-•---------•- ADDITIONAL BEDROOM. A GARBAGE GRINDER SHALL BE CONSIDERED
0 16" MIN. 18" MIN. EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK SIZE. 4" SOLID PVC SCH-40 1 1/2" SCH-80 PVC
0 A HOT TUB/SPA SHOULD BE CONSIDERED EQUIVALENT TO AN ADDITIONAL 1/8"/ FT MIN. SLOPE PRESSURE RATED
1- BEDROOM FOR DETERMINING TANK SIZE.
Z 8 �' w 4. OPTIONAL EQUIPMENT: EFFLUENT FILTER, "ZABEL" BRAND OR SIMILAR
w PRODUCT MAY BE ADDED TO THE SEPTIC TANK OUTLET. EFFLUENT
o WALL = FILTERS WHEN PROPERLY MAINTAINED CAN EXTEND THE USEFUL LIFE OF SEPTIC EFFLUENT DISTRIBUTION ABSORPTION
o (TYP.) 'FLOOR THE DISPOSAL FIELD. ALL SYSTEMS ARE SUSCEPTIBLE TO CLOGGING BY DWELLING TANK PUMP PIT BOX TRENCH LATERAL
u SOLIDS CARRY-OVER, LEADING TO PREMATURE FAILURE. IF INSTALLED, A
GRADE ACCESS COVER SHALL BE PROVIDED FOR PERIODIC INSPECTION &
o a
6" MIN. CLEAN SAND, PEA
CLEANING OF THE EFFLUENT FILTER DEVICE.
_ SANITARY FACILITIES - SCHEMATIC DETAIL
° : STONE OR WASHED AGGREQATE' = GAS DEFLECTION BAFFLE
(SEE NOTES)
SECTION A-A N.T.S.
* AVAILABLE AS SINGLE COMPARTMENT TANK
�? ** AVAILABLE AS DUAL COMPARTMENT TANK
0
• T
SEPTIC TANK DIMENSIONS
3 TANK CAPACITY LENGTH WIDTH INLET OUTLET HEIGHT WALL TOP FLOOR LQ MANUFACTURER INFORMATION
0 1,250 10'-2" 5'-3" 4'-9" 4'-6" 5'-6" 3" 4" 4" 48" FORT MILLER CO., SEAMLESS
1,500 11'-0" 6'-0" 5'-1" 4'-10" 6'-3" 6" 8" 6" 49" FORT MILLER CO., HEAVY DUTY **
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SEPTIC TANK DETAIL
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WATERTIGHT FIBERGLASS I N °p
c POWER SUPPLY CONDUIT w/ ALARM OR HIGH STRENGTH PLASTIC PUMP DOSING CALCULATIONS
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CIRCUIT CABLE TO VISIBLE "RED"
ACCESS COVER w/ GASKET DOSING VOLUME = 50 TO 180 GALLONS (SEE DESIGN CHARTS) I I T. . . :T: .,:::::: : :::::: : :::::::: : ::::::•: :::::: : 77 -
w ALARM LIGHT INSIDE DWELLING PIT FLOOR DIMENSIONS = 42 INCHES DIAMETER I I ..._ : �._ _� :_...._�---...._ `� :-�:_'
PIT VOLUME = 72.0 GALLONS PER VERTICAL FOOT SEPTIC SYSTEM GENERAL NOTES
o SET "ON" FLOAT 0 0.70 TO 1.75 FEET ABOVE "OFF" FLOAT ELEVATION
FINISHED GROUND 1. There shall be no change on these plans in advance of, or during construction, without prior written
(SEE DESIGN CHARTS) approval of the design engineer. I I .--�-•T,-.�.-•�.T-,.,-.-.�-.T,-.....r•_.T-....__.. - co �-- I I
SET "ALARM" FLOAT 0 6 INCHES ABOVE "ON" FLOAT ELEVATION
Y T 4 MINUTES2. The workmanship, construction practice, material standards, and inspection requirements shall comply i L-- - ---��-�-- -�-��--��-��
AVERAGE PUMP RUN TIME PER CYCLE = 2 0 with the latest edition(s) of the following: ,
6'-0" 50-O"
° A. New York State Department of Health
1. "Rural Water Su I ' 10 NYCRR APPENDIX 5-B, 1966 reprinted 1992•
LIFT-OUT CABLE (TYP.) GENERAL NOTES do SPECIFICATIONS PP y ' p ' "
o 1. PUMP DISCHARGE LINE TO BE SLOPED BACK TO PUMP PIT. 2. "Individual Residential Wastewater Treatment Systems Design Handbook", 1996;
2. PUMP MOTOR CONTROLS TO BE ENCLOSED IN A SINGLE PANEL, ON A B. Local town, village, or city sanitation ordinance(s).
TOP OF_SLOPE
I DEDICATED ELECTRICAL CIRCUIT. 3. The following inspections of the septic system by a licensed Professional Engineer shall include: I /� _ - -��
1 1/2' SCH-80 PVC EFFLUENT 3. ANTI-FLOTATION STRUCTURAL BALLAST MAY REQUIRED IN AREAS OF
N LINE TO DISTRIBUTION BOX; 36" SHALLOW GROUNDWATER CONDITIONS, WITH CALCULATIONS TO BE A. Fill material, at borrow pit or source of origin (perc. test may be required);
I
MINIMUM DEPTH OF GROUND COVER TRUE UNION SERVICE B. Fill material, in-place and finish graded; I TOE OF SLOPE
PREPARED BY A NEW YORK STATE LICENSED PROFESSIONAL ENGINEER. C. Prior to backfill of piping, tanks, its, well seals, etc.; V--- ------------------------------------------- ---y
ISOLATION BALL VALVE (TYP.) 4. PIPING & VALVES TO BE SCHEDULE 80 PVC PLASTIC INSIDE THE p p g' p
D. Upon final grading of site.
PUMP PIT ENCLOSURE. p g g
5. HIGH LEVEL ALARM LIGHT TO BE INSTALLED IN A VISIBLE LOCATION 4. Any modifications to the septic system design shall be performed by a licensed Professional
INSIDE THE DWELLING, WIRED FROM A SEPARATE ELECTRICAL CIRCUIT Engineer. 62'-0"
THAN THE PUMP MOTOR CONTROLLERS. 5. The installation contractor shall prepare the "as-built" sketch which has accurate dimensional
l 6. PUMP APPLICATION CRITERIA IS BASED ON A MINIMUM CLEANSING
4" SCH-40 PVC w/ EPDM distances to each of the septic system components, as measured from at least two different physical
WATERTIGHT GROMMET SEAL VELOCITY OF 2.0 FPS IN THE FORCE MAIN. landmarks (i.e. foundation corners, well cap, boundary markers, etc.). This record information shall be
7. PUMP PRODUCT SELECTION IS BASED ON THE HYDRAULIC DESIGN,
c FLOAT SWITCHES & CABLES I SITE CONDITIONS, AND LOCAL SERVICE AVAILABILITY IN NEW YORK STATE. furnished to the home owner, Town, or other municipal officer, as required, and prior to occupancy of ABSORPTION TRENCH LAYOUT DETAIL
TIED TO PLASTIC DROP CHAIN I 8. HYDROMATIC BRAND EQUIPMENT & CONTROLS ARE REPRESENTED BY the dwelling.
6. The septic system designs are typical size requirements for the number of bedrooms listed in the /.
FLOW EMMONS (518-271-2580) IN THIS REGION OF NEW YORK STATE. 4
PRODUCT BRAND SUBSTITUTIONS SHALL BE OVERSIZED 150% TO PROVIDE
design charts, and are based on established design flows and preliminary soil percolation rates N.T.S.
a ll I AN EQUIVALENT SERVICE RATING AS THE SPECIFIED HYDROMATIC BRAND. determined in the field. The installation contractor shall immediately notify the design engineer of any
c "ALARM" l field conditions which deviate from the information as shown on the approved plans.
INLINE SPRING LOADED 7. The septic system designs shown were sized in accordance with the New York State Department of
o Health standards, and local regulatory codes, as applicable.
N .,ON» I I CHECK VALVE (TYP.)
EFFLUENT PUMP SPECIFICATION 8. The home owner is referred to the Health Department publication (Note 2, paragraph A.2 listed
I w I above) for the recommeded procedures in system operations and maintenance.
o of I 3 I 9. The design engineer shall be relieved of liability if the home owner fails to maintain the septic system
N f--
o� o= II II PIPE PIPE STATIC APPROX. in accordance with the Health Department guidelines and/or the limitations listed on this plan, causes
o �(D v i SIZE RUN HEAD TDH PUMP SPECIFICATION GPM to exceed the design flows, or modifies the system in any way.
z= wZ i I 1 1 2" 20' 8' 10' HYDROMATIC SHEF 40 58 10. The home owner shall immediately notify the Health Department and/or Town officer if the septic
o system has failed.
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EFFLUENT PUMP PIT FLOAT SETTING CHART WARREN COUNTY TAX MAP #303.20-2-40
o - 12" MIN. COARSE SAND
v� - _ OR PEA STONE _ ` I REQUIRED LENGTH PUMP HEIGHT OF PUMP "ON"
_- -_�' <'_ "---_- -� P -�- NUMBER OF ABSORPTION TRENCH DOSING FLOAT ABOVE "OFF" R L
_ BEDROOMS (2 FT. WIDE) VOLUME FLOAT (FEET) •
ICHARD MOZA
152 RIVER STREET
0
PRODUCT: TOPP INDUSTRIES SEAMLESS FIBERGLASS BASIN, OR EQUAL. OF NEW TOWN OF QUEENSBURY COUNTY OF WARREN STATE OF NEW YORK
250 126 GAL. 1.75'
o SECTION A-A 3 ti
,. � ;[
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ON-SITE SEWAGE DISPOSAL REPLACEMENT SYSTEM
o * PUMP PIT VOLUME = 72.0 GALLONS PER VERTICAL FOOT �_
EFFLUENT PUMP PIT DETAIL ' °'���� DETAILS
' Z N.T.S. DATE: 9/14/09 SCALE: AS NOTED DWG. NO.: mozal.dwg
i
KEVIN L. HASTINCS, P.E.
Z CONSULTING ENGINEER
Q F�E7. Uicense NY 076269 REV. DATE: NOTE: 3 JACKSON AVENUE, SOUTH GLENS FALLS, NEW YORK 12803 SHEET 2 OF 3
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BACKFILL FOR SETTLING SEPTIC SYSTEM LIMITATIONS SEPTIC SYSTEM CONSTRUCTION NOTES
- 1. The best designed and installed septic disposal system will eventually fail to function properly without 1. The installation contractor shall notify the Town officer and the design engineer prior to work, to
o
adequate maintenance. Inadequate septic tank maintenance can result in clogging q q p of the tank and review the installation details and inspection procedures.
0 z x '1 ' _ ��` sewage back-up into the structure and/or sewage overflow onto the ground surface. The failure to 2. There shall be no construction of sanitary facilities (septic systems) within 100 feet of a classified
-0 � � NON-WOVEN FILTER FABRIC periodically clean a septic tank commonly results in clogging of the soil that surrounds the absorption wetland or water body.
EARTH BACKFILL EARTH BACKFILL PIPE JOINT trench b overflowing solids not removed b the septic tank. Periodic cleaning of the effluent filter is Y 9 Y P 9 3. No roof, footing, floor, condensate, cooling water, softener backwash or any other drains shall be
v `o N essential to the long term use of this system. connected to the septic system.
X 2" MIN. 2. This set of design plans and details is intended to provide subsurface sewage disposal for a specific 4. Fill material to be clean, loam sand, with a stabilized in-place
Y a PERFORATIONS (DOWN)
y p percolation rate to be no less than
o use. No additions involving offices and/or treatment areas may be added to the structure without the 1 inch in 5 minutes, nor greater than 1 inch in 10 minutes. All imported materials to be approved in
r approval of the Town officer and the system redesign by a licensed Professional Engineer. The seal and writing by a licensed Professional Engineer prior to delivery to the site.
3 ,� z 4" DISTRIBUTOR PIPE f- PIPE SLOPE ® 1/16" TO signature on any drawing specifically excludes certification for future expansion or field replacement. 5. Piping material specifications:
z o 0 0 0 0 0 0 0 0 0 o a a p 1/32 PER FT. 3. No garbage grinders allowed. A. House to septic tank: 4" PVC schedule 40 solid pipe with watertight joints, minimum slope of
N - LEVEL TRENCH BOTTOM 4. No sump pump, water softener backwash, spas, hot tubs, whirlpools, or condensate waste shall be 1/4" per foot;
drained into the system.o
WASHED CRUSHED STONE PVC schedule 40 solid pipe with 5. The owner shall in time replace older fixtures with water saving fixtures, including but not limited to: B. Septic tank to distribution box or effluent pump pit: 4„
N BOUNDARY CONDITION: 3/4" - 1 1/2" 2 gpm shower heads, low water use toilets, and sink restrictors. watertight joints, minimum slope of 1/8" per foot;
: N Z I.. 24" GROUND WATER, BEDROCK, OR WASHED GRAVEL 6. Observe water conservation practices. C. Where installed, effluent pump pit to distribution box: 1 1/2" PVC schedule 80 solid pipe
E OR IMPERMEABLE STRATA 7. The septic tank shall be inspected annually to determine the scum and sludge accumulation by the with pressure rated watertight joints, pitched on reverse slope to drain into pump pit;
owner or a qualified septage hauler. The amount of build-up noted at each inspection shall be recorded D. Distribution box to septic field absorption trench: 4" PVC sdr-35 solid pipe, minimum slope
and maintained in a re r ok. T p of 1 8" per foot;
.......................................... .,..
................................i,,,.,,.,.,.
"' """"""" cod bo he se tic tank shall be
/\\/\\/.\/�\\/i\\/i /? \\ \ \\ \\\ \\ P pumped whenever the bottom of the scum P "
/ layer is within three inches of the bottom of the outlet baffle or tee, or the top of the sludge is within E. Septic field absorption trench: 4 PVC sdr-35 perforated pipe, maximum slope of 1/16" per
ten inches of the bottom of the outlet baffle or tee. Most tanks should be pumped out every two to foot, cap all ends.
+ CROSS--SECTIONAL VIEW LONGITUDINAL VIEW five years. 6. Septic tank specifications:
8. The effluent filter (optional equipment) shall be checked and cleaned if necessary during each A. Tank to be installed level on a 6" minimum layer of compacted gravel or stone;
inspection of the septic tank. A record of filter cleaning is recommended so to better monitor the B. Precast concrete tank, dimensions and features as shown;
o amount of solids trapped in the filter cartidge. C. Inlet baffle or 4" PVC tee to extend 16" minimum below flow line, 6" above flow line;
�,� i ��, 1 ' 9. When septic tank is pumped, the septic tank inlet connection, baffles/tees, house sewer connection, D. Outlet baffle or 4" PVC tee to extend 18" minimum below flow line, 6" above flow line;
tank outlet connection, and pump pit (if present) shall be inspected. Any baffle or tee that have E. Free air space above tees to be 3" minimum to top of tank.
r x deteriorated and no longer perform as designed must be replaced. Cracked or broken lines must be 7. Distribution box specifications:
W EARTH BACKFILL NON-WOVEN FILTER FABRIC or¢ repaired replaced.� P P A. Box to be installed level on a 12" minimum layer of compacted gravel or stone;
10. Any company employed to clean and service the septic tank and system, must be a permitted B. Precast concrete box, dimensions and features as shown;
MIN septage hauler, with valid standing with the New York State Department of Environmental Conservation C. Outlet speed levelers to be installed in the distribution box and adjusted to equalize the flow
2" MIN. Septic tanks should not be washed or disinfected after being pumped out. to each lateral.
v : °::_':= 11. Septic tank additives shall not be used in the septic system. Additives are unnecessary for the 8. A permeable geotextile or non-woven filter fabric to be installed over the absorption trench areas to
�O� w Q o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o and scum I n the eveninfiltration o f s o l l I n t P
p e o e e
proper operation of domestic wastewater disposal systems and may cause the sludge prevent the the aggregate.0000a000Cif
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septic tank to be discharged into the absorption field, resulting in premature failure.
12. Do not dispose of excess grease and fat into a sink connected to the septic system.
z
o _ v septic tanks are to be abandoned (i.e. when public sewers are installed to handle
13 Whenever
household wastes), the tanks shall be
u, ) pumped out and refilled with soil to prevent future collapse.
14. Do not pour or dump chemical cleaners (i.e. ammonia) in the sinks or toilets.
o �r z 15. Do not discharge roof drains, or allow stormwater runoff to collect on the absorption field area.
N LEVEL TRENCH BOTTOM 16. No vehicle parking or traffic shall be allowed on any portion of the sewage disposal system.
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17. The sewage disposal system is designed for domestic wastewater only, with the design of the
absorption
or ton field
on th
e projected flow ec.� s. An use of the structure that has P a renter discharge of
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9 9
..................................................................................:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: wastewater flo
\\\\ \\\\\\\ \\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ w than designed will require a redesign of the disposal system by a licensed Professional
Engineer.
3 18. The stamp seal and signature of the design engineer is for the intended use only, and any change
T TRENCH PROFILE of use invalidates the seal. MATERIALS SCHEDULE
0
'- NOTES
ITEM SIZE MATERIAL MFG. SLOPE
c 1. DO NOT INSTALL TRENCH IN WET SOIL.
E 2. INSTALL TRENCHES PARALLEL TO CONTOURS.
SEPTIC TANK SEE CHART PRE-CAST CONCRETE FORT MILLER
:3 3. INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET ABOVE NOTED MINIMUM DEPTHS. DISTRIBUTION BOX NO. 2 PRE-CAST CONCRETE FORT MILLER
0 4. RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE.
a 1/4"5. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED. HOUSE TO SEPTIC TANK 4" SOLID PVC SCH-40
6. SLOPE DISTRIBUTOR PIPE ® 1/16" - 1/32" PER FOOT. / FT. MIN.
SEPTIC TANK TO PUMP PIT 4" SOLID PVC SCH-40 1/8" / FT. MIN.
0
PUMP PIT TO D-BOX 1 1/2" SOLID PVC SCH-80 VARIES
ABSORPTION TRENCH DETAIL - TYPICAL D-BOX TO LATERALS 4" SOLID PVC SDR-35 1/8" / FT. MIN.
o PERF. PVC SDR-35 1/16" / FT. MAX.
N.T.S. LATERALS 4" -
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0 1 1/2" x 4" PVC EACH
�i OUTLET
RD NON-TRAFFIC RATED
WITH SPEED LEVELERS WATERTIGHT BUSHING � STRUCTURE
0 12" COVER MAX. 1 1/2" THICK ALL SIDES
4" INLET PIPE 4" INLET PIPE 4" OUTLET PIPE
1/8" / FT. MIN. SLOPE .-, ;' ..: :. 4" OUTLET PIPE 24" MIN. LENGTH
1 MIN. SLOPE -: 1/8" / FT. MIN.
24" MIN. LENGTH
BAFFLE 1/8" / FT. MIN. BAFFLE SLOPE
SLOPE
2" MIN. SUMP =
� LANDSCAPING: 6" MINIMUM
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TOPSOIL w/SEED & MULCH QUANTITY & TOTAL WIDTH ABOVE GRADE USABLE FILL MATERIAL: 4 �► ---- ---- A
U P - - ------
(SEE LAYOUT DETAIL) PERCOLATION RATE TO BE GREATER THAN 5 -----------
6'-0" MIN. MINUTES, UP TO A MAXIMUM OF 10 MIN/INCH 00
FINAL GRADING: BLEND RESERVED v
GRADE TO DRAIN
� 11/2" x4" PVC
c EDGE OF FILL MATERIAL TO TYP. - 2x MINIMUM SLOPE- - <
1 1 2" SCH-80 PVC WATERTIGHT BUSHING- - 12 MIN. COARSE SAND OUTLET (TYP-5)
0% EXPANSION
MATCH EXISTING GRADE 3:1 - - - - - - - _ - _ - WATERTIGHT OR PEA STONE
PITCH BACK TO PUMP � � _
o -i - - - __-- = _ 1 - = =1i -i - =i -i _ 3.1 l' - -- 4„ GROUT UNUSED
�, f =11 III �I I �� _ _ - _ - - -11_ - - _ - _ I �I_ I I III -III III-III nl III nl III III III- lil III I-Ili �
JOINT (TYP) KNOCKOUTS
T' ;o -III FILL DEPTH 1 TO 24" RANGE w/HDPE PIPE SEALS OPENINGS
a ORIGINAL GRADE
II--
v ----------
--------------
PRODUCT. FORT MILLER # DISTRIBUTION BOX, OR EQUAL.
1' 8"
- _- 2 X
0" TO 24" BELOW ORIGINAL GRADE
o ABSORPTION TRENCH 6" MIN. (PREFERRED) USABLE SOIL: 24" TO <48" DEPTH SECTION A-A PLAN VIEW
N (SEE TYPICAL DETAIL) 4'-0" 2'-0" 1 TO 60 MIN/INCH PERCOLATION RATE
Q BOUNDARY CONDITION: GROUNDWATER, BEDROCK, OR IMPERMEABLE STRATA MIN. MAX. SEPARATION:
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24" MINIMUM DEPTH TO BOUNDARY CONDITION
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DISTRIBUTION\ \ STR! UTlON BOX DETAIL
.....................................................................................................................................
................
.......:::..............................................
j \ \ \ \ /\/ / N.T.S.
v
J
o NOTES
1. THE PLACEMENT OF FILL MATERIAL OR THE CONSTRUCTION OF ABSORPTION FACILITIES IN FILL SHALL NOT OCCUR WHEN THE SOIL MOISTURE CONTENT IS HIGH.
2. ALL TREES AT THE FILL SITE SHALL BE CUT AND STUMPS REMOVED.
w 3. BRUSH, VINES, WEEDS, AND GRASS ETC., SHALL BE CUT TO GRADE AND REMOVED.
4. FILL SHALL BE PLACED ON THE SITE IMMEDIATELY AFTER THE SITE HAS BEEN PREPARED.
0 5. FILL SHALL BE DEPOSITED ON THE SITE WITH A FRONT-END LOADER OR PUSHED ON BY USING A TRACK TYPE MACHINE FROM THE UP-SLOPE SIDE. WARREN COUNTY TAX MAP #303.20-2-40
6. FILL SHALL BE PLACED AND COMPACTED IN SIX INCH LIFTS; DO NOT OVER-COMPACT THE FILL MATERIAL.
7. THE RESULTING PERCOLATION RATE OF THE FILL MATERIAL SHALL BE GREATER THAN 5 MINUTES, UP TO A MAXIMUM OF 10 MINUTES PER INCH.
8. THE REQUIRED ABSORPTION TRENCHES SHALL BE CONSTRUCTED AFTER THE PLACEMENT OF ALL NECESSARY FILL MATERIAL.
9. THE BOTTOM OF ALL ABSORPTION TRENCHES SHALL NOT BE ABOVE THE ORIGINAL GRADE, PREFERRABLY SIX INCHES BELOW. RICHARD MOZAL
10. SOME TOPSOIL MAY BE ADDED AT FINAL GRADING TO IMPROVE THE SITE DRAINAGE.
z 11. DIVERT ALL UPSLOPE RUNOFF AWAY FROM THE DISPOSAL FIELD. 152 RIVER STREET
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0 NEW YD TOWN OF QUEENSBURY COUNTY OF WARREN STATE OF NEW YORK
SHALLOW ABSORPTION TRENCH SYSTEM DETAIL �� 11AST,"GN��
Z Y. t z ON-SITE SEWAGE DISPOSAL REPLACEMENT SYSTEM
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N.T.S. DETAILS
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DATE: 9/14/09 SCALE: AS NOTED DWG. NO.: mozal.dwg
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KEVIN L. HASTINGS, P.E.
3 JACKSON AVENUE, SOUTH GLENS FALLS, NEW YORK 12803 SHEET 3
CONSULTING ENGINEER
P.E. License NY 076269 REV. DATE: NOTE: OF . 3