SEP-0453-2023 ,i SEPTIC DISPOSAL PERMIT Office Use Only
APPLICATION— Permit#: �--04�'202�
Tin,n n(r�scc,,burr `f•l' l � 5r Permit Fee:S V�
C.F'�f1�"�
Invoice#:
742 Bay Road,Queensbury, 8 4 JUL 21 02..S
P:518-761-8256 www, ue n V. et Septic Variance
Tolv%I or- qU Ei=1VSE'' Flood zone? o
BUILDING &CODES
(�
�___-•-- Wetlands? O Reviewed By: 1
Project Location: 281 Cleverdale Road-Lake George
Tax Map #: 226.16-1-34
RESIDENCE INFORMATION:1 existing bedroom, designed for 2
Year Built Gallons tt of bedrooms: X gallons per =total daily flow
per day bedroom Garbage Grinder Yes No
1980 or older 150 I Installed? (choose one) ❑ Rq
1981-1991 130 I Spa or Hot Tub ( Yes I No
1992-Present 110 2 110 220 Installed? (choose one) ❑
PARCEL INFORMATION:
Topography ■❑ Flat Rolling ❑ Steep Slope 1-3 % Slope
Soil Nature X Sand Loam ❑ Clay ❑ Other, explain:
Groundwater At what depth? 24"+1-
Bedrock/Impervious material At what depth? >24"
Domestic Water Supply ❑ Municipal [0—]Weil ❑Lake
(if well or lake, water supply from any septic system absorption is
108.6 ft.)
Percolation Test Rate: 19:30 per minute per inch (test to be completed by a
licensed engineer/architect)
I
PROPOSED SYSTEM INFORMATION:Replacement septic tank& pump station w/ absorption bed
Tank size 1250 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or
spa/hot tub ._1'>VA1_�® ���'7 � -4' _Mae A.W;57�Tl6'4/
System 1 Absorption field w/#2 stone Total length ft.; Each Trench ft..
Seepage Pit w/#3 stone How many: ; Size:
Alternative System Bed or-other type: 12'x3f pipe-in-stone absorption bed
i Holding Tank System Total--required capacity? ; tank size ;
#of tanks
Septic Application Revised July 2022
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
Applicant:
Name(s): Evelyn &William Morris
Mailing Address, C/S/Z: 409 NorM Pole Rd,Melrose,NY 12121
Cell Phone: 518-949-5049 Land Line:
Email: wemorris6@gmail.com
® Primary Owner(s):
Name(s): Evelyn &William Morris
M a i 11 ng Ad d ress, C/S/Z: 409 North Pole Rd,Melrose.NY 12121
Cell Phone: (518)XW4W `1141-504jand Line:
Email: wemorris6@gmail.com
❑ Check if all work will be performed by property owner only
• Contractor:
Contact Name(s): IBS Septic&Drain
Contractor Trade: Installation
Mailing Address, C/S/Z: 2 Lower Warren St,Queensbury,NY 12804
Cell Phone: Land Line: (518)798-8194
Email: info@ibsseptic.com
**Workers' Comp documentation must be submitted with this application**
• Engineer(s):
Name(s): Hutchins Engineering PLLC
Mailing Address, C/S/Z: 169Haviland Rd,Queensbury,NY12804
Cell Phone: Land Line: (518)745-0307
Email:
Contact Person for Compliance in regards to this project: Lucas W. Dobie, P.E.
Cell Phone: Land Line: (518)745-0307
Email: Iwdobie@hutchinsengineering.com
Declaration: Any permit or approval granted which is based upon or is granted in reliance upon
any material representation or failure to make a material fact or circumstance known by or on
behalf of an applicant, shall be void. l have read the regulations and agree to abide by these and all
requirements of the Town of Queensbury Sanitary Sewage Disposal.Ordinance.
PRINT NAME: Evelyn &William Morris
SIGNATURE: DATE: Z-1��.;67- 3
Septic Application Revised July 2022
TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY. 12804-5902
Septic System Checklist
V&��Plan to scale
VReceived 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)
����
"��AII wells on property and adjacent properties shown
('��Water line shown Municipal oral 10' separation to any part of system
�J Setback to property lines show 10'or more for any part of system
I' eptic tank and pump stations 10'from foundation, 50'from any well/lake/wetland, 10'from any waterline
r`l Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank
Ws
�for 0',Separation required (field verification required)
� eptic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each
KJLeech Field 20'from foundation 100'from any well 10'from water line
Seepage pit 150'from well 50'from septic tank
Seepage Pits 3-times diameter apart
G �
Septic tank and pump stations over 30 gallons 50'from watercourse or wetland
�J Distance from bottom of trench or system 24"to bedrock or mottling 36" within 1000'of Lake George
ICO' Leech field 100'from watercourse or wetland j
l Toe of mound or bottom of retaining wall 10'from property line, 100'from well, 20'from foundation
_ I
Provide Engineer/Architect stamp for bed or design systems
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
NEIGHBORING
G4RRIAGE HOUSE
REPUTED LAKE —�
WATER SUPPLY LANDS N/F OF
CHERYL EVANS
226.16-1-35
LANDS N/F OF
CHERYL EVANS
226.16-1-33
VACANT lOT
TOP OF FILL, T HEIGHT* -
ABOVE 011M. GRADE
---- _-- TOEOFFILL-
V%OP. IX x 35` PIPE IN STONE
ABSORPnON BED INSTALLED M
MOUND CONFIGURATION ;
W (PRESSURE DLSTRIBVRON �
t
t
I
t
LANDS N/F OF
SUNSOVAL INC. I
226.16-1-31 '
t
I
t.
_ t
I
NEIGHBORING
BOAT GARAGE
I
I
LANDS #IF OF
BY dEORGE INC.
OATS . p(IST, METAL SEPTIC ,
221.16-1-37 TANK* TO SE REMOVED
DS N F OF '
PROP. 4" PVC SDR-35 /NEIGHBORING /
/ HOUSE SEWER GA JO ROBERTSON
RAGE
26.16-1-36 ,
/ S85°54'50 E —
/ —
PROP. T, PVC SCH-40—
FORCEMAIN
MC STING ELECTRICAL LINE .1-BEDR M CABIN
FROM CABIN TO SHED* I I
I ESE I
� E EXISTING
E WELL-+
/@
0H1OW � S4ED sAN�" EIS7NG DIRT WY II W I
j SHED I
�I \ I�
LANDS OF
a� TOEOFFru I
EVELYN & WILLL4M MORRIS
LU I TOP OF �I� ► 226.16-1-34 ��\
\ � 114
-o
-------------------, 0.39 ACRES
I
I---- --------------' —
I
176— 76'
MAP �RENCE i
NOTE: NO WELLS ARE VISIBLE
WITHIN J.W OF ABSORPTION FIELD \
RE"MID LAKE LANDS N/F OF „` I
w ATEILSUPPLY FREDERICK J. JACOBSEN —
t
I
t
t
I
MOP.1.2% GAL PRECAST -
CONCRM DUAL COMPARTMENT
SEPTIC TANK & ANTI -FLOAT
BASE EXTENSIONS
PROP. two GAL PRECAST
CONCRETE PUMP STATION W 1
SIMPLEX PUMP & ANTI -FLOAT
BASE EXTENSIONS
AM21. APPROX.
ABSORPTION FIELDTO SE
REMOVED AS NEEDED
Wei
I r — — — -_._ 10'P.L SEI&1t7(
WASTEWATER SYSTEM PLAN
SCALE: 1 "=10'
GRAPHIC SCALE
OFPROX L� 170/V
PLAN R '6ELD (PER
EFERE/V(: E 1)
10 0 5 10 20 40
IN FEET )
CONTRACTOR To FIELD VERIFY LOCATIONS AND DISTANCES
226.16-1-32
NEIGHBORING
3-BEDROOM HOUSE
Q LANDS N/F OF
ClIt � JOAN ROBERTSON
� I � 226.16-1-39
p � �
W
LANDS N/F OF\
\' ROMEO FAMILY DYNAST � TRUST
I� 226.16-1-40 I
I1
NEIGHBORING
I GARAGE
I
� I
'T-
NEIGHBORING /
HOUSE
LANDS N/F OF
O I I /MICHAEL MONTEMARANO
p 226.16-1-41
LLJ
Uj-
O /
U
NQGNBORIryG SHED
GARAGE. _j FF
� I
I
I LANDS N/F OF
FALAN P. WISHART
I 226.16-1-42
I 1
WASTEWATER SYSTEM SETBACK REQUIREMENTS
PROPERTY LINE
HOUSE
STREAM, LAKE,
WATERCOURSE,
WELL
WETLAND
SEPTIC TANK
10,
10,
50'
50'
ABSORPTION FIELD
10'
20'
1 100'
100,
NEIGHBORING
HOUSE
PLAN REFERENCES:
1. NEIGHBORING WASTEWATER FIELD APPROXIMATE LOCATION FROM
"WASTEWATER SYSTEM FOR STEPHEN & DIANE KURUC," IN THE TOWN OF
QUEENSBURY, WARREN COUNTY, NEW YORK. DATED APRIL 8, 1994.
PREPARED BY JAMES E. HUTCHINS
MAP REFERENCES
1. BASE MAP INFORMATION FROM "PLOT PLAN OF LANDS TO BE CONVEYED
TO EVELYN THOMAS,- IN THE TOWN OF QUEENSBURY, WARREN COUNTY,
NEW YORK. DATED JUNE 24, 1984. PREPARED BY W. J. ROURKE,
ASSOCIATES LICENSED LAND SURVEYORS.
2. BUILDING LOCATION INFORMATION FROM WARREN COUNTY G1S, AERIAL
PHOTOGRAPHY, AND FIELD MEASUREMENTS
JAIL `W, 1` 1. LUc.,A_IlU1V ►vW1'
"` — I.— IVC1U 7VVKnyyU tywr
SITE SOILS DATA
TEST PITS
-M 1 - 613012023 BY LW. DOBIE, P.E.
AREA OF PROPOSED ABSORPTION FIELD
0-16" - DARK BROWN LOAM
16-24" - RED BROWN VERY FINE LOAMY SAND
BOUNDARY CONDITION @ 24 , SLIGHT SEEPAGE
PROVIDE 36" VERTICAL SEPARATION TO BOUNDARY CONDITION
WITH BOTTOM OF ABSORPTION BED (BOTTOM OFSTONE)
PERCOLATION TEST
PT-1 - 613012023 BY L.W. DOBIE, P.E.
AREA OF PROPOSED ABSORPTION FIELD
STABILIZED PERCOLATION RATE: 3 MINUTES & 45 SECONDS PER INCH
PT-2 - 613012023 BY L.W. DOBIE, P.E.
— ABSORPTION FIELD
rIS
R CATION RATE: 19 MINUTES & 30 SECONDS PER INCH
TOw
TOWN OF QUEENSBURY
BUILDING DEPARTMENT
Based on our limited examination, compliance
FILE �pp1( with our comments shall not be construed as
indicating the plans and specifications are in
full compliance with the Building Codes of
New York State.
226.16-1-34 SEP-0453-2023
TOWN OF QUEENSBURY Morris, Evelyn & William
BUILDING & CODES DEPT. 281 Cleverdale Rd
Reviewed By, M� Residential Septic Alteration
Date: zl 23
TAX MAP # 226.16-1-34
$00■962■7962 0 ISSUED FOR PERMIT 7/21/2023
www.d-—101ynewyork com
No. Revisions Date
Of NEW ro WASTEWATER SYSTEM PLAN
prepared for.
Evelyn & William Morris
"' rn 281 Cleverdale Road
Town of Queensbury, County of Warren, State of New York
AROfESS10HP� Drawn: HKB Checked: LIND Scale. 1 10 Date: 6/22/20
169 Haviland Road
ALTERATION OF THIS DOCUMENT C BY Queensbury, NY 12804 292172-01 -S1
A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone
VIOLATION of NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax
Dig Safely.
New/.York
■ call Before You Dig
■ Wait The Required Time
■ Confirm Utility Response
■ Respect The Marks
■ Dig With Care
WASTEWATER SYSTEM DESIGN
1-BEDROOM RESIDENCE - DESIGNED FOR 2-BEDROOMS
WATER SAVING FIXTURES
(1.6 GPF MAX. FLUSH, 3.0 GPM MAX FAUCETS)
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 220 GPD
SEPTIC TANK - 1250 GAL PRECAST CONCRETE - DUAL COMPARTMENT
PUMP STATION -. 1000 GAL PRECAST CONCRETE.' WITH SIMPLEX PUMPS
AND PRESSURE DISTRIBUTION
TANKS TO HAVE AN77-FLOATATION BASE EXTENSIONS
LEACH FIELD MOUND W/PRESSURE DISTRIBUTION STONE ABSORP71ON BED
ABSORPTION BED AREA REQ'D = (220 GPD)/(0.55 GPD/SF) = 400 SF
(UP TO A 30-MIN PERCOLATION RATE IN NEW SYSTEM FILL MAT"L
PER NYSDOH APPENDIX 75-A)
ABSORPTION BED AREA PROVIDED = 12'x35' = 420 SF
APPLICATION RATE TO EXISTING SOIL* 0.2 GPD/SF, BASED ON
61-120 MIN/IN PERCOLATION RATE (APPENDIX 75-A)
MOUND BASAL AREA REQ'D = (220 GPD)/(0.2 GPD/SF) = 1100 SF
TOTAL BASAL AREA PROVIDED (3O'x53') = 1590 SF
(AREA OF 3' FILL (18'x41') + 6' TAPERS ALL AROUND)
MOUND DIMENSIONS
TOP OF MOUND: 18'x4l'
6' MIN. TAPERS ON HIGH SIDE AND ENDS 0 1V:3H SLOPE
12" MIN. FILL BELOW ABSORPTION BED AREA AND NA77VE GRADE
TURN/TILL TOP 24" OF NATIVE SOIL BELOW BED AND TAPER AREAS
DOSING
DOSING TO BE PRESSURE DISTRIBUTION VIA DUPLEX PUMP STATION
25 GAL CAPACITY IN DISTRIBUTION PIPING
(3 LATERALS OF 2" PIPE 0 31. 0.16 GAL/LF)
VOLUME OF DOSE TO BE 401 GALLONS
POTABLE WATER SUPPLY IS EXISTING WELL
' TINEEN WATER SUPPLY
MAINTAIN 50 MINIMUM SEPARATION BE
AND SEP77C TANKS
-MAINTAIN 100` MINIMUM SEPARATION BETWEEN WATER SUPPLY
AND MOUND SYSTEM
THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED
UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN
FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO
ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA
TUBS OR WATER TREATMENT EQUIPMENT THE SYSTEM IS NOT DESIGNED TO
ACCOMODATE GARBAGE GRINDERS THE INSTALLATION OF GARBAGE GRINDERS,
NON -CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS
CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM
POLYETHYLENE EXTENSION
TO GRADE WITH TAMPER
RESISTANT ACCESS COVER
"
INLET
MIN. SLOPE
1/4- PER FOOT
WATERTIGHT SLEEVE AND SEAL (TYP)
4" PVC TEE & TAIL-
PIECE INLET BAFFLE
NEW 1250 GAL -
DUAL COMPARTMENT
PRECAST CONCRETE
SEP71C TANK
2w
16"
o
Zoo
WASTEWATER SYSTEM MATERIAL SPECIFICATIONS
HOUSE SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL N7H 1/4" PER FOOT MINIMUM
SLOPE
EFFLUENT SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM
SLOPE
EFFLUENT FORCE MAIN
PIPING TO BE 2" PVC SDR-26 OR SCH-40, PROVIDE POS171VE DRAINBACK TO PUMP
STA 77ON
FILTER FABRIC
FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, 7ENCATE MIRAFl
14ON OR EQUIVALENT.
SYSTEM FILL MATERIAL
FILL MATERIAL TO BE GRANULAR SANDY LOAM MATERIAL WITH NO PARTICLES GREATER
THAN 3" AS DESCRIBED IN "WASTEWATER SYSTEM FILL MATERIAL NOTES. -
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED, MULCH AND
ESTABLISH TURF.
WASTEWATER SYSTEM FILL MATERIAL NOTES
AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER THE ENURE AREA
OF PROPOSED ABSORPTION BED AND TAPER AREA.
"ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND,
SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN -PLACE PERCOLATION RATE OF 3-6
MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 10% BY
WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 25% OF 174E MATERIAL BY
WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15% OF THE
MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2- SIEVE.
ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM
OF 3-FEET BETWEEN BOUNDARY CONDITION (BEDROCK, CLAY OR SEASONAL HIGH
GROUNDWATER) AND BOTTOM OF ABSORPTION BED. ONLY SYSTEM FILL MATERIAL
SHALL BE INSTALLED THROUGHOUT 7HE ABSORPTION BED AREA AND TAPER AREAS
ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN
12" LIFTS W17H TRACKED EQUIPMENT PRIOR TO INSTALLA71ON OF ABSORP77ON BED.
INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL
PRIOR TO TRANSPORTING TO SITE
A PERCOLATION TEST IS TO BE PERFORMED PRIOR 710 INSTALLING ABSORPTION BED
TO VERIFY IN -PLACE PERCOLA71ON RATE IS IN ACCORDANCE WITH FILL
SPECIFICATIONS
18' MIN. WIDTH OF TOP OF SYSTEM FILL
41' MIN. LENGTH OF TOP OF SYSTEM FILL
6' TAPER 3' TO TOP 12' BED WIDTH 3' TO TOP 6' TAPER
OF TAPER OF TAPER
4' TYP. PIPE 3,t 60 MIN. COVER AT
SPACING EDGE OF MOUND
3 -
•pry: :x
...
1 MAX '
12 MAX CO ».•
. •n
y.
w n
.. t:r ..t.' C...
r.i
x '
��yN�. '_Y.. yam(.
SLOPE f ... ... _ ��.. �_ . _ .,�_ :� ...�... ,�-�� .., � .........
W/W SYSTEM INSTALLATION NOTES
• CONSIRUC77ON SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE
N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481
INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEP77C TANK LEACH
FIELDS.
• AFTER EXCAVATION OF 12' x 35' ABSORP71ON BED TO THE DEPTH REQUIRED, THE WALLS
AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF
BED.
• PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO
AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION BED.
• THE PIPE AND STONE SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT
CONTINUOUS GRADES W17HOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE
CONDITIONS
• ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE
RUNOFF AWAY FROM THE DISPOSAL FIELD.
• DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORP71ON AREA AFTER BED HAS BEEN
INSTALLED.
• THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO
ACCOMMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS
JACUZZI TYPE SPAS OR GARBAGE GRINDERS
• ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED
FROM THE WASTEWATER SYSTEM.
4" TOPSOIL ON EN71RE
FILL AREA SEED
AND ESTABLISH TURF
TAPER AREA - MAXIMUM SLOPE 1:3.
EXISTING ORGANICS TOE 12" OF 3/4-1 j'j FILTER FABRIC-—12'x35' STONE L-2- PVC W/5/16" DRILLED SYSTEM FILL MATERIAL ALL AROUND
BE REMOVED PRIOR WASHED CRUSHED STONE MIRAFl 14ON OR EQUAL ABSORPTION BED HOLES 0 4' O.C. AFTER REMOVING ORGANICS`
TO PLACING FILL ABSORP77ON BED OVER TOP OF STONE PRESSURE DISTRIBUTION 77UITURN TOP 24" OF NATIVE
LATERALS INSTALLED LEVEL MATERIAL PRIOR TO PLACING FILL
MOUND ABSORPTION FIELD SECTION
SCALE: N7'S
POLYETHYLENE .EXTENSION
TO GRADE WITH TAMPER
RESISTANT ACCESS COVER
APPROXIMATE FINISHED GRADE
12 MIN.
COVER
6" MIN.
4"H x18"W SLOT,
(2) 4- ELBOWS
OR 6" ELBOW
60- 75% OF
TANK VOLUME
MINIMUM 2X WIDTH
1000 GAL PRECAST
CONCRETE SEPTIC TANK
4" PVC TEE & TAIL
BALL VALVE ONE PER PUMP, \
INSTALL VALVES AND UNIONS
SUCH THAT EITHER PUMP CAN
BE ISOLATED AND REMOVED
F4. WITHOUT REQUIRING PIT ENTRY '.
4" PVC SDR-35
LIQ ID LEVEL OUTLET
1/3
EFFLUENT SEWER
MIN. SLOPE
DEPTH 18-
1/8- PER FOOT
OF OUTLET MIN.
FLOAT SWITCHES - INSTALL INSIDE
INVERT
PUMP PIT IN LOCA71ON
-
ACCESSIBLE WITHOUT PIT ENTRY
ALARM
25-40X OF
4"
TANK VOLUME
PUMP ON
tee. � �/�. 'a `' � :. �'' . • � .. .:. _ � � ... • � '.. < � .. '... - �._
I PUMP OFF
12" OF 3/4-1-1/2'- SEPTIC TANK NOTES
CRUSHED STONE ALL UNI7S SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE
PRECAST CONCRETE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED
AN71-FLOATATI0N BY UTOPIA ENTERPRISES OR EQUIVALENT.
BASE EXTENSION
BY MANUFACTURER ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE
WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE
PLACED AS NECESSARY TO ACHIEVE A STABLE BASE.
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING
ALL JOINTS MUST BE SEALED W17H BUM SEALANT. JOINTS BELOW THE LIQUID LEVEL
MUST BE TESTED BEFORE BACKFILLING.
VOLUME OF DOSE
PER NOTE
30" POLYETHYLENE EXTENSION
TO GRADE WITH TAMPER
RESISTANT ACCESS COVER
[CHAIN ON PUMP TO TOP
OF TANK TO ALLOW FOR
FUTURE PUMP REMOVAL
WITHOUT ENTERING TANK
2" TEE JOINS TWO PUMP
DISCHARGES INTO
ONE FORCEMAIN
\ I - \
16" MIN.
♦ •. d. °. a .d .: .. ♦ ... G
BALL CHECK VALVE-J
SIMPLEX (1) EFFLUENT PUMP-
12" OF 3/4-1-1/2-
CRUSHED STONE
SEPTIC TANK & PUMP STATION DETAIL
SCALE: NTS
2" PVC SDR-26
OR SCH-40
FORCEMAIN
/ PUMP STATION NOTES
SEAL ALL TANK OPENINGS WATERTIGHT.
PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL
2" SCH-40 PVC INSIDE PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL SIMPLEX,
WET WELL THROUGH WALL DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE
LOCATION.
GATE VALVE
INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM
REDUCING TEE POINTED DOWNWARD IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS
WITH 1" BALL VALVE THROTTLED TO AND NA77ONAL ELECTRIC CODE (N.EC.) REQUIREMENTS
ALLOW TRICKLE DRAIN BACK INTO PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE
WETWELL A 40 GALLON DOSE.
UNION (2)- LOCATE SUCH THAT UNION EFFLUENT PUMP TO BE GOULDS PUMPS WE SERIES, MODEL WE05H
CAN BE DISCONNECTED AND EACH SUBMERSIBLE EFFLUENT PUMP 1/2 HP, 230 VOLT, 1PH
PUMP REMOVED WITHOUT TANK ENTRY
VERIFY EXIS71NG ELECTRICAL SERVICE PRIOR TO PURCHASING
PUMP,
ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED
ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP
STATION.
EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY).
SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE.
ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL
INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION.
12"f COVER
CONNECT TO 2" PVCJ
PRESSURE DISTRIBUTION
MANIFOLD
PROVIDE POSITIVE
DRAINBACK TO
PUMP STA71ON
ABSORPTION FIELD NOTES
THIS DESIGN UTILIZES STANDARD PIPE -IN -STONE ABSORP77ON BED INSTALLED IN
MOUND CONFIGURATION. CUT ALL TREES, STUMPS AND OTHER VEGETATION AT
GRADE AND REMOVE. REMOVE STUMPS AND EXISTING TOPSOIL AND ORGANIC
MATERIAL FROM SURFACE PRIOR TO PLACING FILL. USE TRACKED EQUIPMENT
FOR ALL WORK IN ABSORP71ON FIELD AREA
CONSTRUCT DRAINAGE SWALE UPGRADIENT OF SYSTEM IN ORDER TO DIVERT
SURFACE RUNOFF AROUND ABSORPTION FIELD.
BOTTOM OF BED INSTALLATION ELEVATION = 12" MIN. ABOVE EXISTING GRADE
(PROVIDE 36- OF VER77CAL SEPARATION FROM BOTTOM OF STONE TO BOUNDARY
CON0171ON (SEASONAL HIGH GROUNDWATER, 24" DEPTH). REMOVE ORGANICS,
TOPSOIL AND TOP 1-FT OF COMPACT NA 77VE SOILS PRIOR TO PLACING SYSTEM
FILL.
INSPECTION REQUIREMENTS
FILL PLACEMENT TO BE INSPECTED BY DESIGN ENGINEER AFTER STABILIZATION
AND GRADES HAVE BEEN ESTABLISHED, PRIOR TO INSTALLING THE ABSORPTION
BED.
SEPTIC TANK, PUMP STATION, PIPING, ABSORP71ON FIELD COMPONENTS TO BE
INSPECTED BY THE TOWN OF QUEENSBURY BUILDING DEPARTMENT & DESIGN
ENGINEER PRIOR TO BACKFILL
nw �a... .n n.... w-..r uw-. n u. ♦ e� / ..w ......-..
SITE SOILS DATA
TEST PITS
TP-1 - 6/30/2023 BY L.W. DOBIE, P.E.
AREA OF PROPOSED ABSORPTION FIELD
0-16" - DARK BROWN LOAM
16-24" - RED BROWN VERY FINE LOAMY SAND
BOUNDARY CONDITION @ 24 ; SLIGHT SEEPAGE
PROVIDE 36" VERTICAL SEPARATION TO BOUNDARY CONDITION
WITH BOTTOM OF ABSORPTION BED (BOTTOM OF STONE)
PERCOLATION TEST
PT-1 - 613012023 BY LW. DOBIE, P.E.
AREA OF PROPOSED ABSORPTION FIELD
STABILIZED PERCOLATION RATE: 3 MINUTES & 45 SECONDS PER INCH
PT-2 - 613012023 BY L.W. DOBIE, P.E.
AREA OF PROPOSED ABSORPTION FIELD
STABILIZED PERCOLATION RATE: 19 MINUTES & 30 SECONDS PER INCH
TO GRADE SEE DETAIL ABSORPTION BED
MOUND ABSORPTION BED PLAN
SCALE: NTS
2" THREADED PLUG
2" 90' BEND
5/16- HOLES AT 4' O.C.
FACING DOWNWARD
DISTAL END CLEANOUT DETAIL
SCALE: NTS
Dig Fsafely,
New/.York
■ Call Before You Dig
■ Wait The Required Time
■ Confirm UtI ty Response
■ Respect The Marks
■ Dig With Care
800-962.7962
wwwAlgeaftlynewyoikcom
2" SCH-40 PVC
DISTRIBUTION
TAX MAP # 226.16-1-34
•40 PVC
PE
CH-40 PVC
.EMAIN
t
I
I
►
i
NEIGHBORING
CARRIAGE HOUSE i
'
1250 GAL. PRECAST
' CONCRETE DUAL COMPARTMENT
SEPTIC TANK & ANTI -FLOAT BASE I
REPUTED LAKE EXTENSIONS, W 1(2) RISERS LANDS IF OF
W ATER SUPPLY LANDS NIF
OF I 1o0O GAL PRECAST BY SEORGE INC. ►
CHERYL EVANS I CONCRETE PUMP STATION W I BOATS
22f.16-1-37
SIMPLEX PUMP &ANTI-F1AAT I
226.16-1-35 SASE EXTENSIONS W I RISER W'PVC SC"-40
/ HOUSE SEWER
EXISTING P.L. FROM MAP REFERENCE 1 ►
— 16
If7.!
— 7�---
l _
10'AL. SEMI y (W I 3� 4'
LANDS NIF OF
CHERYL EVANS
226.16-1-33
VACANT LOT
TOP OF FILL, T HEIGHT}
ABOVE EXIST. GRADE
---- _-- ___ TOE OF FILL
IT x 35' PIPE -IN -STONE
ABSORPTION BED 1NSTALL.ED IN
MOUND CONFIGURATION
W I PRESSURE DISTRISUn0% I
i
I
►
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i
LANDS NIF OF
SUNSOVAL INC.
226.16-1-31 '
I
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I
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— I
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DS NIF OF '
NEIGHBORING JD ROBERTSON
GA RAGE 26.16-1-36 ,
I
l T'PVCSCH-40 �--------,--- ---
f-_----FORCEMAIN�\ — — ---_--
-•- M CABIN I
g I
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30.5' I EXISTING I
WELL} �{
10'HOUSESE/RgCK AN E��I I --Cr — STING DIRT VEWAY 1
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I�
LANDS OF
EVELYN & WILLIAM MORRIS
226.16-1-34 �a
to
\ 0.39 ACRES I
I
6 17— 6-7
\ EXI NG P L. MAP REFERENCE 1 -- --
NOTE: NO WELLS ARE VISIBLE \
WITHIN 1W OF ABSORPTION FIELD
I
REPUTED LAKE LANDS NIF OF \ I
WATER SUPPLY FREDERICK J. JACOBSEN —
226.16-1-32
APPRO)( LOCq J10N
PLAN FIELD (PER
EF'FRENCE 1)
NEIGHBORING
3-BEDROOM HOUSE
WASTEWATER SYSTEM PLAN
SCALE: 1 "=10'
GRAPHIC SCALE
10 0 5 10 20 40
( IN FEET
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES
I
� I
I
o �\
p LANDS NIF OF
JOAN ROBERTSON
W 226.16-1-39
I \
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\ I \
I
► LANDS NIF OF\
\' ROMEO FAMILY DYNAST TRUST
226.16-1-40
I
I
I
I I
NEIGHBORING
IGARAGE
I I
I _ _
I
I
NEIGHBORING /
HOUSE
I /
/ I
I LANDS NIF OF
Q I MICHAEL MONTEMARANO
p 226.16-1-41
CkC I /
JOt
'
W �
V II /
' NEIGHBORING SHED
i
GARAGE
I
INEIGHBORING
HOUSE
I
LANDS NIF OF
FALAN P. WISHART
I
226.16-1-42
I
I
I
I
WASTEWATER SYSTEM SETBACK REQUIREMENTS
PROPERTY LINE
HOUSE
STREAM, LAKE,
WELL
WATERCOURSE,
WETLAND
SEPTIC TANK
10,
10,
50'
50'
ABSORP71ON FIELD
10'
20'
100,
100,
PLAN REFERENCES:
1. NEIGHBORING WASTEWATER FIELD APPROXIMATE LOCATION FROM
"WASTEWATER SYSTEM FOR STEPHEN & DIANE KURUC,- IN THE TOWN OF
QUEENSBURY, WARREN COUNTY, NEW YORK. DATED APRIL 8, 1994.
PREPARED BY. JAMES E. HUTCHINS
MAP REFERENCES:
1. BASE MAP INFORMATION FROM 'PLOT PLAN OF LANDS TO BE CONVEYd
TO EVELYN THOMAS,- 1N THE TOWN OF QUEENSBURY, WARREN COUNTY,
NEW YORK. DATED JUNE 24, 1984. PREPARED BY W. J. ROURKE,
ASSOCIATES LICENSED LAND SURVEYORS.
2. BUILDING LOCATION INFORMATION FROM WARREN COUNTY GIS, AERIAL
PHOTOGRAPHY, AND FIELD MEASUREMENT
SITE LOCATION ---#"' LOCATION MAP
�` ""�" awl ' lVt1Vr70UKr1UVU rwr
SITE SOILS DATA
TEST PITS
TP-1 - 613012023 BY L.W. DOBIE, P.E.
AREA OF PROPOSED ABSORPTION FIELD
0-16" - DARK BROWN LOAM
16-24" - RED BROWN VERY FINE LOAMY SAND
BOUNDARY CONDITION @ 24 , SLIGHT SEEPAGE
PROVIDE 36" VERTICAL SEPARATION TO BOUNDARY CONDITION
WITH BOTTOM OF ABSORPTION BED (BOTTOM OF STONE)
I
v SEP 01 2023 v f
.TC;-17`i i 'ji-
oyIN
AS BUILT
Dig FSafely.
New/.York
■ Ca119dora You Wy
■ Wait TW Req and Tlnn
■ Can&= UUIRV Reepo
PERCOLATION TESTS
PT-1 - 613012023 BY L.W. DOBIE, P.E.
AREA OF PROPOSED ABSORPTION FIELD
STABILIZED PERCOLATION RATE.
3 MINUTES & 45 SECONDS PER INCH
PT-2 - 613012023 BY L.W. DOBIE, AE
AREA OF PROPOSED ABSORPTION FIELD
STABILIZED PERCOLATION RATE. 1
9 MINUTES & 30 SECONDS PER INCH
RECORD DRAWING
INSTALLATION DATE: 8/22-29/2023
ALLED BY - IBS SEPTIC &DRAIN SERVICE
RECORD DRAWING NOTE:
A REPRESENTA77VE OF OUR OFFICE VISITED THE SITE
DURING CONSTRUCTION AND IT IS MY OPINION THAT
THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE
WITH THE APPROVED PLAN AND THIS RECORD
DRAWING FINAL SURFACE FINISHING AND TURF
ESTABLISHMENT IS ONGOING
LUCAS W. DOBIE, P.E
91112023
5p-M'�>b- 20 2-2-
TAX MAP # 226.16-1-34
■ MW aftr" 1 RECORD DRAWING 91112023
■ Dig Care Wllh
800-962■7962 0 ISSUED FOR PERMIT 712112023
No. Revisions Date
WASTEWATER SYSTEM PLAN
Of NEW prepared for.
Evelyn & William Morris
281 Cleverdale Road
rn Town of Queensbury, County of Warren, State of New York
FAA �5626 ��� Drawn: HKB Checked. LWD Scale: i-=10' Date: 6/22/2023
�QOF HPv 169 Haviland Road
ESSIO A66.
Queensbury, NY 12804
ALTERATION AENSED PROFESSIONAL E GINEER IS Ar (518) 745-0307 Phone 292172-01.-51
VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax