SEP-0654-2023 SEPTIC DISPOSAL PERMIT Office Use Only
1 ) APPLICATION Permit#: ^D(c - 2-023
o
�L5
Town ofQucens6ury Permit Fee:$
Invoice#: 6 b'�'
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 www.queensbury.net Septic Variance' No
Flood Zone? No
Wetlands? . - - : =rr-d By:
Project Location: 12 Seneca Drive
Tax Map #: 239.8-1-262 2023
RESIDENCE INFORMATION: TOVViv IUEENSBURY
&CODES
Year Built Gallons #of bedrooms: X gallons per =tota daily 3.. DI G
per day bedroom Garbage Grinder Yes No
1980 pr older 150 Installed? (choose one) ❑
1981-1991 130 Spa or Hot Tub Yes Ni+
1992-Present 110 2 110 220 Installed? (choose one) ❑
PARCEL INFORMATION:
Topography • Flat Rolling ❑ Steep Slope % Slope
Soil Nature ❑ Sand El Loam 0 Clay ❑ Other, explain:
Groundwater At what depth?
Bedrock/Impervious material At what depth? 25"- Clay
Domestic Water Supply ❑ Municipal ❑ Well ❑Lake-6 09mif, //rT'SY7Ti-
(if well or lake, water supply from any septic system absorption
ft.)
Percolation Test Rate: 10 per minute per inch (test to be completed by a
licensed engineer/architect)
PROPOSED SYSTEM INFORMATION:
Tank size woo gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or
spa/hot tub
System 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: 18' x 35' Absorption Bed
Holding Tank System Total required capacity? ; tank size •
# of tanks
Septic Application Revised July 7
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): James Mason
flailing Address, C/S/Z: 27 Old Assembly Point Rd, Lake George, NY 12845
:ell Phone: Land Line:
imail:
• Primary Owner(s):
L'ame(s): same as applicants
Mailing Address, C/S/Z:
:ell Phone: ,Land Line:
=mail:
❑ Check if all work will be performed by property owner only
• Contractor:
:ontact Name(s): Crandall Excavating, Inc.
Zontractor Trade: Exacavation/Installation
'Mailing Address, C/S/Z: 63 Woodchuck Hill Road Lake George, NY 12845
:ell Phone: (518)470-4694 Land Line: (518)793-0431
=mail: chriscrandalldigs@gmail.com
**Workers' Comp documentation must be submitted with this application**
• Engineer(s): •
Vame(s): Hutchins Engineering PLLC
Mailing Address, C/S/Z: 169 Haviland Road Queensbury, NY 12804
Cell Phone: Land Line: 518-745-0307
Email: Iwdobie@hutchinsengineering.com
Contact Person for Compliance in regards to this project: Lucas Dobie, P.E.
Cell Phone: Land Line: 518-745-0307
Email: lwdobie@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. I have read the regulations and agree to abide by these and all
irequirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
(PRINT NAME: Lucas Dobie, P.E. -Agent
SIGNATURE:, DATE: (07 Z3
Septic Application Revised July 2022
.� TOWN OF QUEENSBURY
Q
742 Bay Road, Queensbury, 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)
L All wells on property and adjacent properties shown
Y.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
ySeptic tank and pump stations 10'from foundation, 50'from any well/lake/wetland, 10'from any waterline
l 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)
1rSeptic 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
01 Seepage pit 150'from well 50'from septic tank
' ,Seepage Pits 3-times diameter apart
YSeptic tank and pump stations over 30 gallons 50'from watercourse or wetland
6 Distance from bottom of trench or system 24"to bedrock 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
\( Provide Engineer/Architect stamp for bed or design systems
trDepartment of Health Approval for all mobile home park new systems Flood Plain requirements
OIL 2'above established flood elevation to bottom of system
. All tanks anchored or 2' above flood elevation
WASTEWATER SYSTEM DESIGN WASTEWATER SYSTEM MATERIAL WASTEWATER SYSTEM FILL MATERIAL NOTES W/W SYSTEM INSTALLATION NOTES ABSORPTION FIELD NOTES
EXISTING 2-BEDROOM RESIDENCE SPECIFICATIONS AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER THE ENTIRE AREA CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE THIS DESIGN UTILIZES STANDARD PIPE-IN-STONE ABSORPTION BED INSTALLED IN
WATER SAVING FIXTURES OF PROPOSED ABSORPTION BED AND TAPER AREA. WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS STABILIZED FILL. CUT ALL TREES, STUMPS AND OTHER VEGETATION AT GRADE
(1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) HOUSE SEWER PIPE
DESIGN FLOW - 110 GPD/BEDROOM PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT "ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, AND ASTM F4 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED AND REMOVE. REMOVE STUMPS AND EXISTING TOPSOIL AND ORGANIC MATERIAL
MINIMUM SLOPE SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN-PLACE PERCOLATION RATE OF 3-6 TUBING IN SEPTIC TANK LEACH FIELDS, FROM SURFACE PRIOR 70 PLACING FILL USE TRACKED EQUIPMENT FOR ALL
SYSTEM DESIGN FLOW- 220 GPD EFFLUENT SEWER PIPE MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN IOX BY • AFTER EXCAVATION OF 18' x 35' ABSORPTION BED TO THE DEPTH REQUIRED, WORK IN ABSORPTION FIELD AREA.
EXISTING SEPTIC TANK - 1000 GAL PRECAST CONCRETE - PIPING TO BE 4' SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 25% OF THE MATERIAL BY THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO
TO BE PUMPED, INSPECTED, NEW OUTLET BAFFLE TO INSTALLED MINIMUM SLOPE WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15% OF THE LOOSEN SMEARED SECTIONS OF BED. CONSTRUCT DRAINAGE SWALE UPGRADIENT OF SYSTEM IN ORDER TO DIVERT
EFFLUENT FORCE MAIN SURFACE RUNOFF AROUND ABSORPTION FIELD.
& REUSED IF FOUND TO BE IN G000 CONDITION. REPLACE!F NEEDED MATERIAL BY WEIGHT SHALL BE LARGER THAN A i/2" SIEVE. . PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE
PIPING TO BE 2' PVC SDR-26 OR SCH-40, PROVIDE 3' MIN. COVER AND
POSITIVE DRAINBACK TO PUMP STATION EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE
NEW PUMP STATION - 1000 GAL PRECAST CONCRETE Wl7H SIMPLEX PUMP ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM BOTTOM OF BED INSTALLATION ELEVATION AT EXISTING HIGHEST GRADE NEAR
FILTER FABRIC OF 3-FEET BETWEEN BOUNDARY CONDITION (BEDROCK, CLAY OR SEASONAL HIGH MATERIAL IN THE ARSORP77ON BED. HOUSE (PROVIDE 36" OF VERTICAL SEPARATION FROM BOTTOM OF STONE TO
FILTER FABRIC TO BE 4. , ,
PUMP TANK TO HAVE AN77-FLOATATON BASE EXTENSIONS 8 OZ/SY NON-WOVEN SEPARATION FABRIC 7ENCATE • THE PIPE AND STONE SHALL BE LAID AT THE GRADES INDICATED GROUNDWATER) AND BOTTOM OF ABSORPTION BED. ONLY SYSTEM FILL MATERIAL BOUNDARY CONDITION (CLAY LAYER, 25' DEPTH). REMOVE ORGANICS AND
MIRAFI 14ON OR EQUIVALENT. SHALL BE INSTALLED THROUGHOUT THE ABSORP77ON BED AREA AND TAPER AREAS. MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS,
LEACH FIELD - STONE ABSORPTION BED IN STABILIZED FILL SYSTEM FILL MATERIAL SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. TOPSOIL AND TOP 2-FT OF NATIVE SOILS PRIOR TO PLACING SYSTEM FILL.
FILL MATERIAL TO BE GRANULAR SANDY LOAM MATERIAL MTH NO PARTICLES ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN . ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT INSPECTION REQUIREMENTS
ABSORPTION BED - DESIGN TO 4-BEDROOM GREATER THAN 3" AS DESCRIBED IN WASTEWATER SYSTEM FILL MATERIAL 12" LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLATION OF ABSORP77ON BED. SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD.
ABSORP77ON AREA REQ NOTES."
'D = (440 GPD)/(0.7 GPD/SF) = 629 SF FILL PLACEMENT TO BE INSPECTED BY DESIGN ENGINEER AFTER STABILIZA77ON
TOPSOIL DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER BED
(8-10 MIN PERCOLATION RATE PER NYSDOH APPENDIX 75-A, TABLE 5) INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL AND GRADES HAVE BEEN ESTABLISHED, PRIOR TO INSTALLING THE ABSORPTION
PLACE 4"MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA, SEED, MULCH PRIOR TO 7RANSPOR77NG TO SITE. HAS BEEN INSTALLED. BED.
ABSORPTION BED AREA TO BE PROVIDED = 18'x35' = 630 SF AND ESTABLISH TURF. . THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT
DOSING A PERCOLATON TEST IS TO BE PERFORMED PRIOR TO INSTALLING ABSORP77ON BED DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME ORGANIC SEPTIC TANK, PUMP STATION, PIPING, ABSORP77ON FIELD COMPONENTS TO BE
DOSING TO BE DEMAND DOSING THROUGH DISTRIBUTION BOX TO VERIFY IN-PLACE PERCOLATON RATE IS IN ACCORDANCE WITH FILL LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS. INSPECTED BY THE TOWN OF QUEENSBURY BUILDING DEPARTMENT & DESIGN
VIA SIMPLEX PUMP STATION SPECIFICATIONS. . ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE ENGINEER PRIOR TO BACKFILL
77 GAL CAPACITY IN DISTRIBU7ION PIPING EXCLUDED FROM THE WASTEWATER SYSTEM.
(4 LATERALS OF 4" PIPE ®30', 0.64 GAL/LF)
VOLUME OF DOSE TO BE 50t GALLONS
POTABLE WATER SUPPLY IS EXISTING COMMUNITY WATER SYSTEM
- MAINTAIN 10' MINIMUM SEPARA7ION BETWEEN WATERLINES & WASTEWATER
COMPONENTS
4"PVC PERFORATED
-MAINTAIN 50' MINIMUM SEPARATION BETWEEN SHORELINE AND SEPTIC TANK DISTRIBUTION PIPING
& PUMP STATION
35' I
-MAINTAIN 100' MINIMUM SEPARATION BETWEEN SHORELINE AND SEPTIC -- Ir
— — 777— _.� 77 7-,r
TANK & PUMP STATION 'S
24'MIN. MOTH OF TOP OF SYSTEM FILL
THIS WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED - 43'MIN. LENGTH Of TOP OF SYSTEM FILL 2.5
UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN "
FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO tR H 3/4 NE RLTER FABRIC 5
WASHED CRUSHED STONE MIRAFI 140N OR EQUAL ' < 30 LENGTH ✓
ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA ABSORPTION BED OVER TOP OF STONE YOF PERF PIPE
TUBS OR WATER TREATMENT EQUIPMENT. THE SYSTEM IS NOT DESIGNED TO 3' TO TOP 3' TO TOP r ' r ( -PROPOSED 6-HOLE
- 10'MIN. TAPER ..-...- - .... - -- — 18'BED WIDTH --._ _ -- - --.._.._-* - �.. ,.,, o a r
ACCOMODATE GARBAGE GRINDERS. THE INSTALLATION OF GARBAGE GRINDERS, OF TAPER Of TAPE f0 MIN. TAPER I PRECAST CONCRETE
4' 1YP. PIPE DISTRIBUT ON BOX
NON-CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS 6"MIN. COVER AT 4" TOPSOIL ON ENTIRE FILL AREA, W/BAFFLE
SPACING ,^ , r r
CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. EDGE OF MOUND SEED AND ESTABLISH TURF
3 10'MAX COVER TRANSITION FORCE
9 MAX
r
OUTSI
SLOPE
18
r r
12 MIN ABOVE ' <6 MIN STONE,.;,., — - VC
-. J. , APPROXIMATE NATIVE GRADE r `' 2"SDR 26 P
M _.
_..
BELOW PIP 3 (N._
EXIST. GRADE f FORCEMAIN
BOUNDARY CONDIl70N ATfZ
EXISTING ORGANICS & TOP 24"OF NATIVE -18'x35'STONE 4 PERFORATED PVC TAPER AREA - MAXIMUM SLOPE 1:3.
LOAM TO BE EXCAVATED &REMOVED ABSORPTION BED LATERALS W/MANIFOLDED ENDS, SYSTEM FILL MATERIAL ALL AROUND
PRIOR TO PLACING FILL INSTALLED LEVEL '�
MOUND ABSORPTION FIELD SECTION — `� `- `" - - " �` -` — - -- - -�- -- �- °�--' -- �=j
SCALE:NTS MOUND ABSORPTION BED PLAN S-LIMIT OF ABSORPTION RE
ABSORPiTON BED
SCALE:NTS
30" POLYETHYLENE EXTENSION EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY).
POLYETHYLENE EXTENSION POLYETHYLENE EXTENSION NEW 1000 GAL PRECAST— TO GRADE WITH TAMPER SEAL CONDUIT GAS TIGHT INSTALL CONTROL PANEL IN HOUSE.
TO GRADE WITH TAMPER , TO GRADE WITH TAMPER CONCRETE SEPTIC TANK RESISTANT ACCESS COVER ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED
RESISTANT ACCESS COVER RESISTANT ACCESS COVER AS SIMPLEX PUMP STATION \ ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP
CHAIN ON PUMP TO TOP STATION.
NEW 4" PVC TEE & TAIL OF TANK TO ALLOW FOR
PIECE OUTLET BAFFLE FUTURE PUMP REMOVAL
APPROXIMATE FINISHED GRADE WITHOUT ENTERING TANK
12" MIN. /
COVER / BALL VALVE TRANSITION TO 4" 12"t COVER
INSTALL VALVE AND UNION OUTSIDE OF D-BOX
- -- --- SUCH THAT EITHER PUMP CAN
BE ISOLATED AND REMOVED
WITHOUT REQUIRING PIT ENTRY
_ 4" PVC - y -- �_
INLET 2 4"PVC SDR-35 BAFFLE _
MIN. SLOPE -- -- ---- __ UQU(D LEVEL OUTLET EFFLUENT SEWER O USE SPEED LEVELERS TO -2"MIN
-i. ASSURE ALL OUTLETS ARE AT
1/4' PER FOOT MIN. SLOPE EXACTLY THE SAME ELEVATION 2"MIN. DROP _-
18" 1/8"PER FOOT O BETWEEN INVERTS
�xlWATERTIGHT SLEEVE- i6" -2"PVC SDR-26 4"PVC SDR-35 SOLID HEADER
AND SEAL (TYP) MIN. OR SCH-40 TO ABSORP77ON LATERALS,
FLOAT SWITCHES - INSTALL
INSIDE PUMP PIT IN LOCA7ON QO FORCEMAIN -PROVIDE 3'MIN. COVER 1/8"PER FOOT MIN SLOPE
4"PVC TEE & TAIL x ACCESSIBLE WITHOUT PIT ENTRY U & POSITIVE DRAINBACK
PIECE INLET BAFFLE w z a ALARM / V TO PUMP STA77ON
o LAG PUMP ON
EXISTING 1000 GAL o 0 60-75%OF 25-407 OF 4" PUMP STATION NOTES PUMP STATION TANK NOTES
PRECASTSEPT7CC�ANK ETE Z)
o M TANK VOLUME TANK VOLUME PUMP ON - � `\\ SEAL ALL TANK OPENINGS WATER7IGHT. ALL UNITS SHALL COMPLY WITH THE
VOLUME OF DOSE 2" SCH-40 PVC INSIDE PROVIDE AND INSTALL UL LISTED PACKAGED PUMP REQUIREMENTS OF THE NEW YORK STATE
_ MINIMUM 2X WIDTH PER NOTE WET WELL THROUGH WALL CONTROL PROVIDE AND INSTALL UL LISTED DEPARTMENT OF HEALTH AND SHALL BE OF
MAXIMUM 4X WIDTH - PUMP OFF PACKAGED PUMP CONTROL PANEL WITH VISUAL AND PRECAST CONCRETE AS MANUFACTURED BY TAX MAP#239.8
GATE VALVE AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, UTOPIA PRECAST OR EQUAL.
16" MIN. a DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN ��g ®Safely. -- -
__ REDUCING TEE POINTED DOWNWARD ACCESSIBLE LOCATION, SJE RHOMBUS IFS SINGLE ALL STRUCTURES SHALL BE PLACED ON
WITH 1'BALL VALVE THROTTLED TO PHASE DUPLEX DEMAND DOSE CONTROLLER. FIRM, COMPACT SAND OR GRAVEL BASE. New®York - -- -
a " WE1WELl TRICKLE DRAIN BACK INTO M Call Before You Di
ALLOW TR
INSTALL POWER & CONTROL WIRING TO CONTROLLER WHERE EXISTING SOIL CONDITIONS ARE g
WITH ALARM IN HOUSE IN ACCORDANCE WITH UNSUITABLE, CRUSHED STONE SHALL BE Wait The Required Time
PLACED AS NECESSARY TO ACHIEVE A ®Confirm Utility Response
a e > UNION - LOCATE SUCH THAT UNION MANUFACTURER'S INSTRUCTIONS AND NA77ONAL M Res The Marks --
/<' < CAN BE DISCONNECTED AND EACH ELECTRIC CODE(N.E.C.) REQUIREMENTS. STABLE BASE. ®Dig with Care _ -
y PUMP REMOVED WITHOUT TANK ENTRY S�ae962.7962 0 ISSUED FOR PERMIT 10/12/2023
PUMP CONTROL AND FLOAT LEVELS TO BE SEPTIC TANKS INSTALLED IN TRAFFIC AREAS ww r dig"felynevvyork w.
BALL CHECK VALUE PRECAST CONCRETE INSTALLED TO PROVIDE A 40 GALLON DOSE. SHALL BE OF EXTRA HEAVY CONSTRUCTION No. Revisions Date
SIMPLEX (1) EFFLUENT PUMP- AN7T-FLOATATION DESIGNED FOR H-20 WHEEL LOADING.
BASE EXTENSION EFFLUENT PUMP TO BE GOULDS PUMPS WE SERIES,
12" OF 3/4-1-1/2"—� BY MANUFACTURER MODEL WE05H SUBMERSIBLE EFFLUENT PUMP i/2 ALL JOINTS MUST BE SEALED WITH BUTYL N WASTEWATER SYSTEM DETAILS
CRUSHED STONE HP, 230 VOLT, 1PH x LE'
SEALANT. JOINTS BELOW THE LIQUID LEVEL -� "+E7 U�" g',�- � prepared for.
VERIFY EXIS71NG ELECTRICAL S RWC PRIOR TO MUST BE TESTED BEFORE BACKFILLING. James Mason
PURCHASING PUMP.
12 Seneca Drive-Takundewide,Cleverdale,Lake George
SEPTIC TANK& PUMP STATION DETAIL ALL ELECTRICAL WORK BE INSPECTED BY A
CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR � Town of Queensbury,County of warren,State of New York
�
SCALE:NTS TO START-UP OF PUMP STATION. �,�� 09E52b
ARQP p Drawn:LWD Checked:GTH Scale: NOTED Date: 1011012023
ESS44it 169 Haviland Road
ALTE2804
BY ARLICENSED PRTION OF OS DO FESSIONAL AL ENGINEER Queensbury, 0 hone 292250-01-S2
IS A VIOLATION OF NYS EDUCATION LAw. Hutchins Engineering PLLC ((51 745-0300 Phone
g g (5T8) 745-0308 Fax
LAKE
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8'DIAMETER PUMP M FM _-- S ..• W n a
STATION, RIM 331t FM -- FM S -- S W y W _ r N
W
HARRIS ® FM ® ----- S -- r �_ W w ___ f r,a : f SAN15Y
BAY FOR COMMUNITY SYSTEM FM S C} v \ W --w
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WASTEWATER SYSTEMS
W e WASTEWATER SYSTEM
F. FROM MAP REFERENCE „
�-- _ �� i FROM MAP REFERENCE �---APPROXIMATE , � ; �w L_ � � LOCATION a a t a�s r i �a� it t � � + ��>
12
3� ----- W �t fiy,l
W 't' -_I -� "'1''} 3E y fs l'a ?i+ 3
REPUTED � �-- �' OF COMMUNITY WATER PIPING
4 _"�'--..W l$. [spa ru , f a isy j ac3u
z �u vi+..4 v u c a a 1s a
COMMUNITY '<e! w - cis5� a
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WATER SUPPLYa ' 4 ion �ra5a � t
REPUTED W �7
W
9.8-1-2 COMMUNITY W Is tsia (� Ia saxa 5 r ; �t
v - "'-.- W
3 SEN ibq�� _� WATER SUPPLY W W W ` LOCATION �A(" S E LOG4 ON
% / / LANDS N/F SMl H 239.8 1-29 �- W '— W 3 `
1 `'' 10 SENE w w W fy t 9
3 3 LANDS OF MASON W
..
10 y
TAKUNDEWIDE ti�,9r
'CONNECTED TO
MMUNITY -.J; PARKIN(� "�,.aa �a, a, FOX
WASTEWATER - 33 J � � L a o �rr i�
o� 240.5-1-13 I � .� A
LANDS OF TANUNDEWIDEMl
1 � 6 .
v
SFN HOMEOWNERS ASSOCIATION
C E�1 D
�N�`�OF
?'day' a
SEND' R Ex1ST.wATERSHUT FF MASON 32
PER MAP REFERE CE 1 2
N77
DSNFMA
S' CONN ED TO \V �� \ f/OUS M COMMUNITY I �-
ue r
2 C MUNITY WATER SUPPLY
S EWATER j
SYSTEM Ui r 9,8 y I I a
REPUTED 1000-GAL O
PRECAST CONCRETE oc�,y SITE LOCATION NEIGHBORHOOD MAP
COMMUNITY
/ UEPTIC-LmspfTANK BE O WATER SUPPLY q�KF
3 / PUMPED,INSPECTED 14 R
REPUTED REUSED
239.8-1-29 SITE SOILS DATA
REPUTED COMMUNITY / CAST CONCRETE
GAL I TEST PIT PERCOLATION TESTS
COMMUNITY m WATER SUPPLY PRECAST CONCRETE / � �
WATER SUPPLY PUMP STATION 40 BOATHOUSE RD
� SU m MH-4 W►SIMPLEX PUMP / / 3 O i I TP-1 -5/2023 BYT.HUTCHINS,P.E. PT-1 -10/11/2023 BY L.W.DOBIE,P.E.
- RIM 332 O LANDS OF MASON
REPUTED ABSORPTION AREA OF PROPOSED ABSORPTION FIELD
W� O EXIST.W ATER SHUTOFF
BEa TO BE REMOVED "`- ,wS PER MAP REFERENCE 0-6" - TOPSOIL AREA OF PROPOSED ABSORPTION FIELDS
/ AS NEEDED //\\ 6-12" - DARK BROWN LOAM STABILIZED PERCOLATION RATE:
PROP.2"PVC FORCEMAIN, 3 / REPUTED 1000-GAL 1-28 / 12-25" - LIGHTER BROWN SILTY CLAY LOAM 10 MINUTES PER INCH
1 v PROVIDE 3'MIN,COVER& PRECAST CONCRETE 239. _ 25 32" OLIVE-BROWN CLAY LOAM
\ POSITIVEDRAINBACKTO / SEPTICTANKTOBE SENECA DR /
PUMP STATION PUMPED,INSPECTED 3 / 32 58" DARK BLACK MUCK PT-2 1011112023 BY L.W.DOBIE,P.E.
\ .� J/ &REUSED LANDS N/F SMITH �\ /> l BOUNDARY CONDITION Da 25"
�. PROP,1000 GAL / I PROVIDE 36"VERTICAL SEPARATION AREA OF PROPOSED ABSORPTION FIELDS
/1 PRECAST CONCRETE 31 / TO BOUNDARY CONDITION WITH STABILIZED PERCOLATION RATE:
PUMP STATION �� /
239.8-1-22 _ � TRANSFORMERf �. �,
W►SIMPLEX PUMP ' / I I BOTTOM OF ABSORPTION BED 8 MINUTES PER INCH
// O 3 �R� Vr (BOTTOM OF STONE)
1 SENECA DR % ` �j REPUTED EXIST. WASTEWATER SYSTEM
PROP.18'x 3V PIPE-IN-STONE q R ABSORPTION BED 1.
LANDS N/F FORBES / ABSORPTION BED INSTALLED IN \� / `` \�N�, PER MAP REFERENCE FROM MAP REFERENCE
STABILIZED FILL, ��pF \ l YI _l e
BOTTOM OF STONE 12"MIN. `7.(1V ' PROP.T,PVC FORCEMAIN
Ro LE ( C ) "" ��� -�� �/ I�Nae
ABOVE EXISTING GRADE TpppF�� gDWq y
TOP OF FILL,3'HEIGHT} 1 �'�
ABOVE EXIST,GRADE `� P� Pr z Top rpFOFgu - _- `' �� �` /l FR �gRsy ` 249.5-1-2.1
_.
WASTEWATER SYSTEM .S OF � �4P Sr � � I ----
FROM MAP REFERENCE r° G i' �([ E' N1ATE0 �� 0� �' RFFFRFN FM / 34 BOATHOUSE RD 6(.>V/ C P C}ITLwL 1u1 r 6R 4
PRONTO o,���rNF % tp�J �''- U SONG RF-�E �' LANDS N/F BETTE ral± t . .�...LILww.__. _...
l� ROAD QUALIFIED PER TRUST...
—-�TED � -
i �BEGIIV/��G
EARTyW
FIELD VERIFY WA TERLINE LOCA TIONS, \� 239.8-1-26 SEP-0654-2023
roFpFFz�t TO MAINTAIN 10'SEPARATION BETWEEN .� �� / Mason
MAP REFERENCE: WASTEWATER COMPONENTS&WATERLINE$ ,James
ASIDE FROM PIPE CROSSINGS, �� ra
BASE SURVEY INFORMATION TAKEN FROM "MAP MADE IN WHICH CASE,MAINTAIN 18"VERTICAL
' 1 12 Seneca �r
PROP.IV x 35`PIPE-IN-STONE
FOR TAKUNDEWIDE.." PREPARED BY VAN DUSEN & NO WELLSARf VISIBLE WITHIN 100' SEPARATION BETWEEN W/W PIPING a r,"" Residential Septic Alteration
SIEVES LAND SURVEYORS, DATED MARCH 13, 2003, ABSORPTION BED INSTALLED IN
OF 7HE PROPOSED ABSORPTION BEDS &WATERLINES AT CROSSINGS
STABILIZED FILL
\_
LAST REVISED OCTOBER 1, 2003.
ADDITIONAL LOCATIONS TAKEN INFORMATION FROM
TAX MAP#239.8-1-2�
WARREN COUNTY GIS, AERIAL PHOTOGRAPHY, AND FIELD �1 MEASUREMENTS. 239.8-1-21 Dig ®Safely■ —
PLAN REFERENCE: 52 BOATHOUSE RD New®York
IN Call Before You Dig
1. NEIGHBORHOOD WASTEWATER INFORMATION TAKEN LANDS N/F ARMSTEIN c Q IN Wait The Required Time FROM: "SITE PLAN COMMUNITY WASTEWATER SYSTEM
/ Confirm Utility Response
Respect The Marks
PREPARED FOR TAKUNDEWIDE HOMEOWNERS Dag with Care
800-962.7962 0 ISSUED FOR PERMIT 1011112023
ASSOCIATION...' DATED FEBRUARY 6, 2007. www.dlgnafefynevryork.com
PREPARED BY.. HUTCHINS ENGINEERING UNDER No. Revisions Dote
PROJECT NUMBER 29-188
WASTEWATER SYSTEM PLAN / de WASTEWATER SYSTEM SITE PLAN
WASTEWATER SYSTEM SETBACK REQUIREMENTS SCALE: 1"=Zo'
� � "® prepared for.-
James
g Mason
STREAM,LAKE, GRAPHIC SCALE " 4 1
PROPERTY LINE HOUSE WATERCOURSE, WELL 20 0 10 20 40 80 2 Seneca Drive-Takundewide,Cleverdale,Lake George
WETLA Town of Queensbury,County of Warren,State of New York
( IN FEET ) / �q0 9F62 p Drawn:LWD Chked:GTH Scale: 1"=20' Date: 1011012023
SEPITCTANK 10' 10` 50' 50' FESStO ec
169 Hoviland Road
ABSORPTION FIELD 10, 20' 1 100, 100, ALTERATION OF THIS DO CUM EN RW Queensbury, NY 12804 292250-01-51
BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone
IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax
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PUMP STATION n WATER SUPPLY 4 ��L� '�
W�DUPLEX PUMPS -�- R WASTEWATER SYSTEM
l FROM MAP REFERENCE
REPUTED NEW 1000-GAL ' �, — SITE IL DATA
REPUTED COMMUNITY l PRECAST CONCRETE 239.8-1-29 ` TEST PIT PERCOLATION TESTS
` 40 BOATHOUSE RD COMMUNITY WATER SUPPLY SEP TLC TANK WITH
O WATER SUPPLY �MH-4 RISER TO GRADE ON INLET 3 / TP-1 -512023 BY T. HUTCHINS, P.E. PT-1 - 10/1112023 BY L.W. DOBIE, P.E.
RIM 332 / 0 LANDS OF MASON AREA OF PROPOSED ABSORPTION FIELD
REFUTED ABSORPTION L �� O
\ BED TO BE REMOVED 0-6" - TOPSOIL AREA OF PROPOSED ABSORPTION FIELDS
AS NECESSARY 6-12" - DARK BROWN LOAM STABILIZED PERCOLATION RATE:
3 j / 12-25" - LIGHTER BROWN SILTY CLAY LOAM 10 MINUTES PER INCH
NEW 2 PVC FORCEMAIN, EXISTING 1000-GAL
139.8
9
PROVIDE 3'MIN.COVER& 7 PRECAST CONCRETE 23 j' \\ I 25-32" - OLIVE-BROWN CLAY LOAM
POSTME DRAINBACKTO �y SEPTIC TANK WITH RISE DR
\ \ PUMP STATION TO GRADE ON OUTLET 31 SEIN / \ 32-58" - DARK BLACK MUCK PT-2 -1011112023 BY L.W. DOBIE, P.E.
-n /"r T j LANDS N/F SMITH
BOUNDARY CONDITION @ 25"
PROVIDE 36"VERTICAL SEPARATION AREA OF PROPOSED ABSORPTION FIELDS
NEW 1.000 GAL \\
PRECAST CONCRETE 31 \ TO BOUNDARY CONDITION WITH STABILIZED PERCOLATION RATE:
PUMP STATION ` BOTTOM OF ABSORPTION BED 8 MINUTES PER INCH
239.8-1-22 I f ` TRANSFORMERT a w DUPLEX PUMPS �CaRD DRAWING DIMENSIONS tBorrDM OF sroNE1
``�. �/ T
p EL REFUTED EXIST.PTION RED TABLE - #14 SENECA DRIVE
1 SENECA DR / %` 1$`x 35'PIPE-IN-
LANDS E ~~ �., �� �. pq f / PER MAPRE REFERENCE R , „ „
LANDS N/F FORBES / / ABSORPTION BED INSTALL IN Tp� mow ' -,,,,,� �� — CORNER A CORNER B
/ STABILIZE FILL, 5z w i RECORD DRAWING
BOTTOMABOVE EXI NE G GRADE t.�,. r�p "�.., ���'R04DW Y NEW 2"PVC FORGEMAIN T OUITLET PORT 23.5' 20.5' INSTALLATION DATE: 2/01/2023
/ 1 NEW PUMP STA770N � _
L TOP OF FIL i HEIGHT} 1.. r�oF �-- `�- 3Q 15 INSTALLED BY CRANDALL EXCAVATING
PT-1 �-... j �� RISER 240 5-1-21
~ / ABOVE EXi GRADE p PT-2, --.� �- FRQ 'qrF,� NEW PUMP STA 77ON
WASTEWATER SYSTEM ps T �� E,�n rr �' ~- ~~" — M�ARFFLcR FM COVER 33.5' 20' I 34 BOATHOUSE RD
FROM MAP REFERENCE F�d TO S/Y��1 �"�•,,,�,,,� ! ,TP `~� �A TtD+$v8`�'URFA 1"'`' .�,,,�` `�'�^�... �NCfi jj LANDS NJF BETTE
F , 1 ES ��RQ E ~�.,, QUALIFIED PER TRUST... RECORD DRAWING NOTE:
BE AD --..,,� A REPRESEN TA 77 VE OF OUR OFFICE VISITED THE SITE
pR L� TED �.. DURING CONSTRUC77ON AND IT 1S MY OPINION THAT
THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE
$EGlJV1VING �'' W1TH THE APPROVED PLAN AND THIS RECORD
ropoF�?tt TypRK `�- �`^�. DRAWING. FINAL SURFACE FINISHING AND TURF
FIELD VERIFY WATERLINE LOCATIONS, �� ESTABLISHMENT IS ONGOING.
TOFOFFj� TO MAINTAIN 10'SEPARATION BETWEEN '
WASTEWATER COMPONENTS&WATERLINES, ' ` G. THOMAS HUTCHINS, P.E.
MAP REFERENCE: ASIDE FROM PIPE CROSSINGS, `� �``' 1210412023
BASE SURVEY INFORMATION TAKEN FROM "MAP MADE IN WHICH CASE,MAINTAIN 18"VERTICAL
FOR TAKUNDEWIDE..." PREPARED BY VAN DUSEN & NEW 1$`ION BED
INSTALLED
E SEPARA77ON BETWEEN WJW PIPING
SIEVES LAND SURVEYORS, DATED MARCH 13, 2003, NO WELLS ARE VISIBLE WITHIN 100' ABSORPTION BED INSTALLED IN &WATERLINES AT CROSSINGS
OF THE PROPOSED ABSORPTION BEDS STABILIZED FILL
LAST REVISED OCTOBER 1, 2003.
\ TAX MAP # 239.8-1-26
ADD177ONAL LOCATIONS TAKEN INFORMATION FROM
WARREN COUNTY GIS, AERIAL PHOTOGRAPHY, AND FIELD
MEASUREMENTS. 239.8-1-21 Dig FSafely.
New York
PLAN REFERENCE: 52 BOATHOUSE RD EM Call Before You Dig
EM 1. NEIGHBORHOOD WASTEWATER INFORMATION TAKEN LANDS NIF ARMSTEIN Wait The Required Time
FROM: 'SITE PLAN COMMUNITY WASTEWATER SYSTEM Confirm Utility Response J /
IM Respect The Marks 1 RECORD DRAWING 12 04 2023
Dig With Care
PREPARED FOR TAKUNDEMDE HOMEOWNERS 800-962■7962 0 S D OR PE Ml / 23
ASSOCIATION..." DATED FEBRUARY 6, 2007.
PREPARED BY: HUTCHINS ENGINEERING UNDER www.digsafelynewyork.com
No. Revisions Date
PROJECT NUMBER 29-188
WASTEWATER SYSTEM SITE PLAN
W/qWASTEWATER SYSTEM PLAN 0
►5 ,� � prepared for:
WASTEWATER SYSTEM SETBACK REQUIREMENTS SCALE: r'=20' James Mason
GRAPHIC SCALE W 12 Seneca Drive - Takundewide, Cleverdale, Lake George
STREAM, LAKE, \
PROPERTY LINE HOUSE WATERCOURSE, WELL 20 0 10 20 40 80 � Town Of QueenSbury, County of Warren, State of New York
WETLAND / 0 7879
�O Drawn: LWD Checked: GTH Scale: 1`20' Date: 10/10/2023
( IN FEET )
SEPTIC TANK 10, 10, 50' 50`
169 Haviland _Road
ink
bury, NY 12804
/ ALTERATION OF THIS DOCUMENT EXCEPT Queens 292250-0 1 -S
ABSORPTION FIELD 10 20 100 100 BY A LICENSED PROFESSIONAL ENGINEER (518) 745 0307 Phone
IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLG (518) 745-0308 Fox