SEP-0093-2023 ,. SEPTIC DISPOSAL PERMIT office use only
� ) APPLICATION Permit#: c)e:e
Town fQuce ry Permit Fee:$
Invoice#: St)(o,'p
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 www.gueensbury.net Septic Variance? Y
Flood Zone? Y
,�,1
Wetlands? Y Reviewed`By`=""-`"Q
Project Location: 10 Duncan Cove �� 1 U-3
Tax Map #: 227.13-2-1 MAR Q 8 202.3
-!OV'1(!J OF QUEENS BURY
RESIDENCE INFORMATION: BUILDING & CODES
Year Built Gallons #of bedrooms: X gallons per =total daily flow
per day bedroom Garbage Grinder Yes No
1980 or older 150 Installed? (choose one) ❑ Q
1981-1991 130 Spa or Hot Tub Yes No
1992-Present 110 4 110 440 Installed? (choose one) ❑ x❑
PARCEL INFORMATION:
Topography A Flat Rolling ❑ Steep Slope % Slope
Soil Nature ❑ Sand ❑ Loam ❑ Clay ❑ Other, explain:
Groundwater At what depth? 24"
Bedrock/Impervious material At what depth? >48"
Domestic Water Supply ❑ Municipal ❑ Well FM-]Lake
(if well or lake, water supply from any septic system absorption is
ft.)
Percolation Test Rate: 45 per minute per inch (test to be completed by a
licensed engineer/architect)
PROPOSED SYSTEM INFORMATION:
Tank size 1250 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: 15'x45' Bed - Mound
Holding Tank System Total required capacity? ; tank size ;
# of tanks
Septic Application Revised July 2022
_y
1 f
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): Matthew Parisi
Mailing Address, C/S/Z: 1074 Manas Drive Schenectady, NY 12303
Cell Phone: Land Line:
Email: MPadsi@bpslaw.com
• Primary Owner(s):
Name(s): same as applicant
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
❑ Check if all work will be performed by property owner only
• Contractor:
Contact Name(s): Ellsworth &Son Excavating, Inc.
Contractor Trade: Excavating
Mailing Address, C/S/Z: 10302 St. Rt. 149, Fort Ann, NY 12827
Cell Phone: (518)361-1993 Land Line: (518)792-9246
Email: digging@ellsworthexcavating.com
"Workers' Comp documentation must be submitted with this application"
Eneineer(s)•
Name(s): Hutchins Engineering PLLC
Mailing Address, C/S/Z: 169 Haviland Road Queensbury, NY 12804
Cell Phone: Land Line: 518-745-0307
Email: LWDobie@hutchinsengineenng.com
Contact Person for Compliance in regards to this project: Ruben Ellsworth
Cell Phone: (518)361-1993 Land Line: (518)792-9246
Email: digging@ellsworthexcavating.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
requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
PRINT NAME: Matthew Parisi
SIGNATURE: G�/, WJC DATE: 3/6/23
Septic Application Revised July 2022
frll '
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T4WW;'�OF QUEENSBURY
742 Bay Road, Queensbury, NY. 12804-5902
Septic System Checklist
qAPlan to scale
XReceived Deep hole pert test results from engineer/Architect if applicable(Town Approved Engineers and
Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects)
�Alll wells on property and adjacent properties shown
UK Water line shown Municipal or well 10'separation to any part of system
G 4-iSetback to property lines show 10'or more for any part of system
jL eptic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline
]Neptic 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)
Septic tank sized for number of bedrooms and add 250 gals for JacuzA tubs/garbage grinder each
t4l-Geech Field 20'from foundation 100'from any well 10'from water line
Oseepage pit 150'from well.50'from septic tank
81beepage Pits 3-times diameter apart
U—i Septic tank and pump stations over 30 gallons 50'from watercourse or wetland
-Distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000' of Lake George
r Leech field 100'from watercourse or wetland
l iToe of mound or bottom of retaining wall 10'from property line 100'from well 20'from
{Foundation
1) /Provide Engineer/Architect stamp for bed or design systems
ADepartment of Health Approval for all mobile home park new systems Flood Plain requirements
Y 2'above established.flood elevation to bottom of system
All tanks anchored or 2' above flood elevation
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WASTEWATER SYSTEM SETBACK REQUIREMENTS
PROPERTY LINE
HOUSE
STREAM, LAKE,
WELL
WATERCOURSE,
WETLAND
SEPTIC TANK
10'
10,
SO'
50'
ABSORPTION FIELD
10'
20'
100'
100'
r
IYVMGCrt: oym-Vvurav-cwv.
`
-- � -
prepared for.
3. WASTEWATER LOCA77ON FOR LANDS N/F OF HANS FROM
SEP71C
AS -BUILT DRAWING IN TOWN OF QUEENSBURY PROPERTY nLES
PERMIT
k
Matthew Parisi.
NUMBER: 063-2018.
4. WASTEWATER LOCATION FOR LANDS NIF OF WELLS FROM
SEPTIC
_
10 Duncan Cove
AS —BUILT DRAWING IN TOWN OF QUEENSBURY PROPERTY nLES
PERMIT
�cn�
Town of Queensbury, County of Warren, State of New York
NUMBER: 93-438.
��
OA 96626
0V�
5. WASTEWATER LOCATION FOR LANDS N OF GLENNING
FROM.
ROFES'$110
Drawn:.JRS
Checked.LWD
Scale: 1"=20'
Date: 11/29/2022
169 Haviland Road
"STORMWATER do EROSION CONTROL PLAN CUSTOM DESIGNED FOR TED &.
MARGARET HANS " PREPARED BY JAMES E. HUTCHINS P.E.
PERMIT
ALTERATION OF THIS DOCU
Queensbury, NY. 12804
2
NUMBER: 91-643 A LICENSED PROFESSIONAL ENGINEER IS A
(518) 745-0307 Phone
92075-01-51
vlotAnON OF NYS EDUCATION LAW.. Hutchins Engineering PLLC 518 745-0308 Fax
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11 . � WASTEWATER SYSTEM DESIGN I . -WASTEWATER SYSTEM FILL MA L NOTES . W/W SYSTEM INSTALLATION NOTES . I I . ABSORPTION FIELD NOTES I . . � .1 I.. . I � I .11 .1 � �.
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q I . I . . I . . AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL 0 THIS DESIGN U77LIZES STANDARD PIPE -IN -STONE A I I I . I I
4-80ROOM RESIDENCt, . I . I .1 . � I I . VER THE EN71RE AREA I * CONS7PUCTION SHALL BE AS SHOWN ON THIS DRAWNG AND IN ACCORDANCE. WITH THE . . I , BSORPRON BED INSTALLED IN . I �l I . I . . I
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I . . I I OF PROPOSED ABSORP71ON BED AND TAPER AREA . . � I � I . * I . MOUND CONFIGURATION. CUT ALL TREES, STUMPS AND 07HER VEGETA77ON AT . . .
I . WATER SAVING FIXTURES � . . I I . �.� .. I N.YS. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND 07M F481 . � I I . . . .
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I (1. 6 GPF MAX FLUSH, 3. 0. GPM. MAX. FAUCETS) ; ,. . ... . I . I I I I . I m .1 I . . I 11 . I GRADE AND REMOVE. REMOVE. STUMPS AND EXIS77NG TOPSOIL AND ORGANIC . I . . I I . I I . . .
I TU 1 71 LE I I . I
. . INSTAUA77ON OF THERMOPLAS71C PIPE AND CORRUGA TED BING N SEP c. TAW A CH . I . I I
.11 . . � . `ABSORPTION AREA SYSTEM FILLO MATERIAL SHALL BE CARtFULLy SE C D SAND I I . . � I I I . I I .1 . �. . .
DESIGN FLOW - ITO GPOIBEDROOM �. .. I I � � I � LE TE p - FIELDS. I I I I . . MATERIAL FROM SURFACE,PRIOR TO PLACING FILL. USE TRACKED EQUIPMENT , I . I I � . I
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I . . I . I I FLOW - 440 GPD 11 I I � I SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN -PLACE PD�COLATION RATE OF 3-6 . I . � I � . � � I . �� 11, I .. ,. I � � I � . .
. I SYSTEM DESIGN. I � 11 11 . I I I I . . ,.. I � FOR ALL WORK IN ABSORP77ON FIELD AREA. I . I I . 1.
, I . � .. MIN,4NCH AND NO ORGANICS Of? OBJECTS OVER r IN S14. LESS THAN 10% BY I 0 AFTER EXCA VA 717ON OF 15' x 45' ABSORPTION BED TO THE DEPTH REQUIRED, THE WALLS I . . I . . I . � � � I � I I � . .. .
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. . PUM!P. STA770N - 500 GAL. PRECAST CONCRETE W17H DUPLEX PUMPS- . VEIGHT SHALL BE FINER THAN .0.05mm. AT LEAST 25% OF THE MA TERIAL BY I AND FLOOR SHALL BE, CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS. OF I . � .1 : . . I � . I I I I I -
.
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I � 1. I . �. . I . . � I . I I . CONSTRUCT DRAINAGE SWALE UPGRADIENT OF SYSTEM IN , ORDER TO DIVERT I . .. I . �
I � . . AND.PRESSURE DISTRIBUTION I . � � WEIGHT SHALL BE IN. THE RANGE.OF 0.50mm TO ZOmm- LESS THAN 15% OF THE : BED. . I . I . I � I . . - I I
I ., I . I I I I
,� . . . .1. � I I . . . . � . . � I I I � I � I � I . . � �
. � I � . SURFACE RUNOFF AROUND ABSORP77ON FIELD. . . . I � I 1.
I .1 � � . . . . . . MATERIAL. BY VIEIGHT SHALL BE LARGER THAN A 112' SIEVE. . a PLACEMENT OF AGGREGATE SHALL BE AS SHOW, AND CARE SHALL BE EXERCISED TO I . I I . 20 THREADED PLUG
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. TANKS TO HAW HEAVY Qua TOPS & AN71 OA TA 71ON � BASE EXIQY20NS . � I . . . 11 I AVOID INCLUSION OF FINE GRAINED SOILS AND WAS7E)WA7ERIAL IN THE ABSORP77ON BED. � . . . . - I . I I . I � I . . I I
I � .,� I I I . . .. I . . . . I � . - 11 . I I I 1. � . . I � I I . BOTTOM OF BED INSTALLA71ON ELEVA77ON = 12' MIN. ABOVE EXIS71NG GRADE � 4 1 1 � . � 2" BALL. VALVE, I . I I
. I . I � , ABSORP710N.AREA, SYSTEM FILL, MATERIAL SHALL.BE INSTALLED TO PROVIDE MINIMUM I I . . � 11 I
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I � I I I .. . . I I . I . I � . � I e THE PIPE AND STONE SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT I . I I . I � � I
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I I � . 77 OF 3-FEET BETKEN BOUNDARY COND177ON (BEDROCK, CLAY OR SEASONAL HIGH I � I .1 (PROWDE 36m OF VER71CAL SEPARA 77ON FROM BOTTOM OF STONE TOBOUNDARY I . 2m 45' BEND I I I � I
. LEACH FIELD -. MOUND W,IPRESSURE DISTRIBUTION STONE ABSORP ON BED . I � � . . . I . I I I CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE � I � . . I I I I . I I . I .
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� I I . � ... � . I .� I I I . GROUNDWATER) AND BOT`T0M OF ABSORP71ON BED. ONLY SYSTEM FILL MATERIAL . � . I I I I . � I I I COND177ON (SEASONAL HIGH GROUNDWATER, 240 DEPTH). I � I .. I . I I I I . I I
. � � I . . I � . I I CONDITIONS. I . I � . . . I REMOVE ORGANICS, . I I . 2" SCH-40 PVC
. . I . I � I . SHALL BE INSTALLED THROUGHOUT THE ABSORP77ON BED AREA AND TAPER AREAS. . 11 - I . I I �. . . � . � . � I I
I I I I ABSORP77ON = = (440 GPD)1(O.7GPD1SF) = 629 SF . I . I I I . I I . I I . I , TOPSOIL AND TOP I -FT OF COMPACT. NA71VE SOILS. PRIOR TO PLACING SYSTEM I . � DISTRIBU71ON
-
I ' . . 1. . I . . . � I I . � I * ALL� DISPOSAL FIELDS. SHALL BE GRADED TO SHED RAINFALL AND DIVERr SURFACE . I . . . I I . I I . I J. 5116* HOLES AT 4' O.C. � I
. . (UP.To A 10-MIN PERCOLATION RATE IN NEW SYSTEM FILL MA'rL I., ,. . 11 . . . . � - I I . I 11 � . I I I I 1 I I FILL. I . . � . . . I I � I I � . �. ,� I I . 10 I � FACING DONNNARD . � � 1. �
. I . I � � . I I .� I I ABSORPTION AREA.SYSTEM FILL..MATERIAL IS TO BE MECHANICALLY STABILIZED IN � RUNOFF AWAY FROM THE DISPOSAL FIELD.. I . I I I . � I � I I I . I . � ... . I I I .
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. I . . PER NYSD.0H APPENDIX 75-A). � 11 ' 11 . . I 11 � I . 120 LIFTS . M I III TRACKED EQUIPMENT PRIOR . TO. INSTALLA TION. OF ABSORP71ON BED. I 1. . 0 DO NOT USE HEAVY EQUIPMENT WITHIN THE I ABSO . RPTION . AREA AFTER . BED . HAS BEEN I � . I � � I � . . � . � .1 ,� .1 I � I � ..
I I I ABSORP77ON BED AREA PROVIDED = 15'x45 = 675 SF . I I., . I � . , � .. . ,� . I I I . . . INSPECTION REQUIREMENTS I . I � I I I I .. . . I � . . . � . . .
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I . �� 11 I � 1 � I I . � I � . � . . . . 1: - I INSTALLED. . . I � : I . � I I I I I . I I I . I - . . I . 11 .
11 I I .11 � . I . . . . I I I I I I . . . . � . I I . � . . � . .1 . I � .
. . - 1. I . . . INSTALLER TO NOnFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL. MATERIAL . . � I FILL PLACEMENT TO BE INSPEC . I . fl-N , . _'N � I I .
. � . I I 11 e THIS SYSTEM: IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO TED BY DESIGN ENGINEER AFTER STABILIZA TION I t
. I APPLICA 71O.N RATE TO EXIS71NG SOIL 0.2 GROISF, BASED ON I PRIOR TO TRAN,SPORTING TO SITE' . . .� . . I � I . � I � . I . . . I I . .1 I . � . I . I I I �l
. . . . . �
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I . I I . . - 11 � I I . I I I I AND GRADES HAVE BEEN ESTABLISHED, PRIOR TO INSTALLING THE ABSORP71ON ..
� � 61-120 MlN,4N PERCOLA71ON RATE (APPENDIX 75-A) .1 : I . �. . . ACCOMMODATE EXTREME WATER USE, OR EXTREME ORGANIC LOADING DEVICES SUCH. AS � .. ., � I I I I I
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. . . I .. .. . . � � . � . I JACUZZI TYPE SPAS OR GARBAGE GRINDERS. � � I I BED. . I . � I I I . � I DISTAL END CLENOUT DETAIL , I I �
� 1. � I . � . I . . A PERCOLATION- TEST IS TO BE PEWORMED PRIOR TO INSTALUNG ABSORPTION BED. . . . . . I � I . . I .1 I . � I . I . I
. � . �
. � � � I . I � � . � - NIS , , I
I MOUND BASAL AREA. REQ'Q = (440 GPD)1f0.2 GPDISF) = 2200 SF TO VMFY IN -PLACE �.PERCOLAWON RATE IS IN. ACCORDANCE WITH FILL * ROOF, FOOTING, GARAGE, CELLAR. -AND SURFACE WATER DRAINAGE MUST BE EXCLUDED I I I I I I I � . . I I I SCALE. I � . 11 I �
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I . I.. . � I I . I 1.1 � I.. 1. I . I I I I . � � I . I SEP71C TAW, PUMP STA 71ON, PIPING, . ABSORP71ON FIELD COMPONENTS TO BE I . . I 1. . . I . . .1 I . . I . -
I � I .
I . � . TOTAL BASAL AREA: PROV10ED (4l'x7l') = 291 1: SF I � . . . SPECIFICATIONS . � . I � FROM THE WASTEWATER SYSTEM. I I . I I I I � � . I . I I
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I I . (AREA OF 3' FILL (21'x5l') + 10' TAPERS ALL AROUND) . . I . . I I I I 1, I I . � 1. � .1 . . . . � INSPECTED BY THE TOWl,V OF, QUEENSBURY BUILDING DEPARTMENT & DESIGN . I I . I I �. I I . I . .
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I � . � I � � I I . I . � ENGINEER PRIOR TO BACKFILL I . I I I .
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i � ISIONS I I I I I . � . � . I I . � I I I I . . � I 11 . I I � . ,� . . I I . . I - I I I I I . I � I . I . . I .
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.. . TOP OF MOUND., 21'x5l' . . . . � � . . I I . .1 I .. I I I .. , . � � I . . I � .1 I I . I . I I �l
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. � . 1 0 MIN. TAPERS ON HIGH SIDE AND ENDS 0 lV'3H SLOPE I � I I I I I . I . . . I � I � I � . � . . . .
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. 11 . .12m.. MIN. .FILL BELOW ABSORPTION. BED AREA, AND NA 77VE GRADE . - I . I � .. . . � � I . .. . . I I . I � . . I � � I . . I . I � �. I I � I . . I . . , 2' SCH-40 SOLANT WELD W1 5116- HOLES � � I . I I
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I . . REMOVE EXISTING 120 NA71VE SOIL BELOW BED AND� TAPER. AREAS . I . .. .1 � . . ,� . . I I I 1� � . . 11 I I . . I DRILLED AT 4' O.Ci HOLES TO FACE I ,� . �
, . I I I � . I I . I I I I . . - . I .
. . I I . I I I I � I . 1 800 LANDSCAPING IRRIGATION BOXES %
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I I . . � I I I - . � I I I . I � I 1. .1 . � I I . . TO, GRADE OVER CLE4NOUTS . . I I DOWWWARD (6 O'CLOCK) ,IN ALL CASES, .
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DOSIN� , .. . I � p .. � I I . ,� I . . � . I .. . I I . I � . . . � I . . . I I . I I . � � .1 . . . I I I I . . .
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1.� 7RIBUTION VIA DUPLEX PUMP STATION . - 2f. MIN. WDIH OF. TOP OF SYSTEM FILL � Ic- . ,;�r - I .l.. _'_ - ._--m�___ --m-ra- 11 77,1 7� T , . W -�- -", ,��,�� , _�t -
, DOSING TO BE PRESSURE DIS . � I I . � . � � . � _ ,11 _,�"R�_!W, --m- �_ liiimmr,-_mp� -m - - ,- - _�� _v.-_,""�,�_, . , - - - 191_-L� ",R'-!I
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1: 25 L GAL' CAPAC17Y Iff DISIRIBU L PIPING . . L . I � GTH OF TOP OF SYSTEM FILL . - . ,6-4, - �, � � � - � �;,
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VOLUME OF DOSE 110 BE 60± GALLONS I � I I . . -r,?.W-,L,)-,. Y� .,;�,,-),�,-�..-,)-:""�),:,Z���.��.:�,� ,,,� _,,�;�,, �'7,�_'�-.."T _.._._-:,)y 1-1 , I
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I I . I . I I I � 5' TIM. PIPE 6'v COVER AT I . I I I _� S c, -lr,�,�Y-., 1 1115
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AIN 10# MINIMUM StPARA 77ON BETWEEN � W . - ,.._l ,. li - I 'i �* I
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. WASTEWATER SYSTEM COMPOWNTS L L' I . - - � L a. � . r " ,-,-r
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. .. .1 I . . I I I DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST. CONCRETE. AS MANUFACTURED . I DUPLEX (2) EFFLUENT PUMPS . L ANII-FLOATATION . . .1 � .. . . I I I .ALL ELECTRI . CAL WORK � TO BE. INSPECTED BY. A CERTIFIED . I L L . . . . L I � I . L . pfqpaMdlf0r L . I .
I . I . I L. . PRECAST CONCRETE . By UTOPIA ENTERPRISES L OR L . I BASf EXTENSION . I . I - . . I L .
.1 . - - L I EQUIVALENT , . . . I I . I I I .
. . L . I I I . .
I I L L ., AN71-FLOA TATION . . . L . L 11 . . . I . . I ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP I I I . I I . .
I . I L . � 11 I . I I . . .1 . I BY MANUFACTURER , L . L . STA RON. . I I :. I I � . I I . I . .
I I I � .. I I . . I . L I I I � I I I -1-1/ L . . I I . L I I . I .
. . . . 1:: BASE EXTMON: , . I 1. . . . � L . . � . 12m OF 314 . 2n 1 . I . I I I . � I . Matthew Pailsl
I I . I , . I . L I I . I . . I I I . I I L . . I . . I
. I . BY MANUFACIM: ALL STRUCTURES SHALL...BE PLACED ON FIRM, L COMPACT SAND OR. GRA VEL BASE. . L CRUSHED STONE . . L : . I I . L L . I L . . . . I . I I I L _j - - I . I I . . .
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. L I - ... .1 11, 1. .1 I I . 11 L WERE EXIS71NG . SOIL COND177ONS ARE. L UNSUI T . .. I I . L I - I I . I I I I . L . I I I L L I I I tit I . I L . . I I I .
. 1. . I � . I 1. L L PLACED ASNECESSARY TO ACHIEVE A STABLE BASE. . . 1. I I �l I I I . L 11 . � I I . . I I L _�__ 11 - I
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.I. ILI I I I.L . I L. ''I I . . . . SEP77C TANKS INSTALLED , IN. TRAFFIC AREAS. SHALL BE OF EXTRA . HEA VY � . I . . . L . I L . I Drawn: JRS L I . 7��;TLWD I I Da
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I L .L I I I I- . . . . L I 1 . .. . I . . I I . I I I .� I . I., .1 .. I . � . . . . I . I � I L .11 L . 11 I I I I I I I I . I . . I . I .. I L I . L. L 169 Haviland Road I .1
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I I I . . . . . I : I . 1. L . . . L I .11 I � I . . 1. I I I . I . � : L �� I I . Queensbury, NY , JL2804
.. .. I . I I I I I . I ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT JOINTS BELOW THE LIQUID LEVEL . I I . I . I . . . . . I I I I I . . . . � I . I : I I . &TMTION OF THIS . C . L I . I :. L
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r. I I I I I I - I . I . L. I I � I I L L .1 I I I I I - . L L I I L I- . . - 11 - . I . I I .. I . I I I � L .. I I I I I .1 L '(518) 745-0307 Phone 292075-01 -S2
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13
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LOCA 7RION±
226.16-1-5
0
WASTEWATER INFO FROM
LANDS NIF OF
P[.AN'RFFFRFNrF 4-
1 WFT.T-q
WAM SUPPLY
IT IS JWV= nUT, OTHER THAN
PARCEL 227.17-1-23, ALL PARCKS
MOWN HAVE 1AUXAM SWPLM AND
NO WEMB AN VMM WI= 100 0, OF
NEW ABSORPTION FIELD.
227.13-2-5
LANDS NIF OF
LACEM9W LLC
OuAL commmm srr.PnvrAx
MI(2 RISERSTO GRADE)WPOLN
PIMCM WHCFxM
MP STATION %41DUPUxPUMPS
1w, POLY RMILTO r1ap"Er
HEIGHT} RPTLON ZED INSTALLED IN
VE Em. Cap" OUND CONFLeuRknoft
PRESSURE DLSM%M0%
226.16-1-4 IN 16. 79'#
LANDS NIF OF 227.13-2-4 ----
LANDS N F OF
GnWORD
___ i
HANS
X 314'
L. . . . ............
FM -2 _-, _ NOTE: WELTS ARK
I WASTEWATER INFO FROM
L
C01-1 -M-.L - PLAN REFERENCE 3.
I�Tp VLSZBLK wn7mv ioo,
36.1 OF FROPOM
mv UUW4 _"SORMON FIELD
11INTERSUPPI-XI 227.13-2-1 0
1W. pyc 55DORKMq LANDS NIF OF RCEMAIN
MOUSE SMERI PARISI
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Shed
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226.1671-3 I I I 227.13-2-2 1/2" IPF 10'� �-LT71;A�CK
LANDS IVIF OF
I LANDS N/F OF
GLEVNNG HMS, 14"S ...................................... ........................................ 1/20 IRE 227.13-2-3 INSIDE
WASTEWATER HOLDING 0 IANDS NIP OF IPF
PASSERTANKS FROM PLAN I
REFERENCE 5. I WASTEWATER HOLDING
13 EXISTING TANKS FROM PLAN
REFERENCE 1.
NEIGHBORING lot
RESIDENCE 0
O � I
0
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RESIDENCE
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RESIDENCE
30RIING
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I in Northwest Face 5late
Patio
ility Pole - NH 2313
.evation =, 326.53' I Q-
WASTEWATER INFO FROM
PLAN REFERENCE 2. \ \ I I I I
226.16-1-2 10" Drain Grate 5late Planter
LANDS NIP OF Rjm=325.7G
HANS
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26.16-1-1
L C e Culvert Pipe (Buried)
LANDS NIF OF EXISTING Type, Size, Direction Unknown
PAREff Wlul± 227.17-1-23
0 LANDS N,4 OF,
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RMNYOCABLE TRUST 20, Rigl7t_of
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227..17-1-15
LANDS NIF OF
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LAKE IRREVOCABLE TRUST
SITE SOILS DATA
TEST PITS PERCOLATION TESTS
TP- 1 - 121512022 BY L. W. DOBIE, P E PT-1 - 121512022 BY L.W. DOBIE, P.E.
AREA Of PROPOSED ABSORPTION FIELD AREA OF PROPOSED ABSORPTION FIELD
0-4 TOPSOIL & FOREST DUFF STABILIZED PERCOLATION RATE., 45 MINUTES PER INCH
4-48" BROWN SILTY LOAM
ROOTS TO 24n. PT-2 - 121512022 BY L. W. DOBIE, A E.
DRY ENTIRE DEPTH AREA OF PROPOSED ABSORPTION FIELD
BOUNDARY CONDITION @ 24" STABILIZED PERCOLATION RATE. 20 MINUTES PER INCH
PROVIDE 36" VERTICAL SEPARATION TO BOUNDARY CONDITION
WITH BOTTOM OF ABSORPTION BED (BOTTOM OF STONE)
DECK f
SE TRACK
WASTEWATER SYSTEM PLAN
SCALE. 1`_-20'
GRAPHIC SCALE
10 0 5 10 20 40.
IN FEET
CONTRACTOR 70 FIELD VERIFY LOCATIONS AND DISTANCES
WASTEWATER SYSTEM SETBACK REQUIREMENTS
PROPERTY LINE
HOUSE
STREAM, LAKE,
WELL
WATERCn11RSE,
WETLAND
SEPTIC TANK.
10,
10,
501
501
AMORPTIONFIRD
10,
20'
IW'.
1w,
MAP REFERENCES:
1. SOUTHERLY NEIGHBORING BOUNDARY INFORMATION FROM MAP OF A
TOPOGRAPHIC SURVEY MADE FOR SARAH JANE SCHLESINGER & KAREN
LOUISE SCHLESINGER,* IN THE TOWN OF QUEENSBURY, WARREN COUNTY
NEW YORK. DATED SEPTEMBER Z 2015. PREPARED BY VAN DUSEN &
S7EVES LAND. SURVEYORS.
2 BASE MAP INFORMATION FROM WARREN COUNTY GI� AERIAL
PHOTOGRAPHY, AND FIELD MEASUREMENTS. THIS IS NOT AFIELD
SURVEY. ALL LOCATIONS ARE APPROMMAIL CONTRACTOR TO FlELO
VERIFY ALL SETBACKS PRIOR TO BMNING MISTALLA770N
PLAN REFERENCES:
1. WASTEWATER LOCATION FOR LANDS NIF OF MASSER FROM *WASTEWATER
HOLDING TAW INSTALLATION PREPARED FOR RICHARD & KAREN
MASSER," DATED AUGUST 3, 20OZ LAST REVISED JUNE Z 2008.
PREPARED By HUTCHINS ENGINEERING. PERMIT NUMBER. P20080249.
2 WASTEWATER LOCATION FOR LANDS N11F OF HANS FROM "REPLACEMENT
SEWAGE DISPOSAL SYSTEM FOR THE SCHLESINGER RESIDENCE," DATED
APRIL 2016. PREPARED BY RUCINSKI HALL ARCHITECTURE. PERMIT
NUMBER. BOTH-000186-2016.
3. WASTEWATER LOCATION FOR LANDS NIF OF HANS FROM SEP71C
AS -BUILT DRAWING IN TOW OF QUEENSBURY PROPERTY FILES. PERMIT
NUMBER. 063-2018.
4. WASTEWATER LOCATION FOR LANDS NIF OF WELLS FROM SEP77C
AS -BUILT DRAWING IN TOM OF QUEENSBURY PROPERTY FILES. PERMIT
NUMBER. 93-43&
5. WASTEWATER LOCA71ON FOR LANDS NIIF OF GLENNING FROM
'STORMWA7ER & EROSION CONTROL PLAN CUSTOM DESIGNED FOR TED &
MARGARET HANS,- PREPARED BY JAMES E. HUTCHINS, P.E. PERMIT
NUMBER. 91-643.
SITE LOCATION
q
LOCATION MAP
NEW* _2 11,
EN
D C IE 0 W RE
J U L 18
TOWN OF QUEENSBURY
BUILDING& CODES
RECORD DRAWING NOTE:
A REPRESENTATIVE OF OUR OFFICE VISITED THE SITE
DURING CONSTRUCTION AND IT IS MY OPINION THAT
THE SYSTEN IS INSTALLED IN GENERAL CONFORMANCE
WITH THE APPROVED. PLAN AND THIS RECORD
DRAWING FINAL SURFACE nNWING AND TURF
ESTABLISHMENT IS ONGOING.
LUCAS W. DOSIE, P.E.
711812023
AS BUILT
RECORD DRAWING
INSTALLATION DATE: 716-1712023
FINAL INSPECTION DATE: 711712023
INSTALLED BY-aLs woR TH & soN ExcA vA 77NG, INC.
TAX MAP # 227.13-2-1
Dig Safely,
New York
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RECORD. DRAWING
711812023
800-962-7962
0
ISSUED FOR PERMIT
31812023
No.
Revisions
Date
Of NEW
WA S TE WA TER S YS TEM PLAN
prepared for.
Matthew Parisi
_j M
10 Duncan Cove
S
ip
Town of Queensbury, County of Warren, State of New York
AROFESS%
Drawn: JRS Checked. LWD Scale: 1---20' Dote:
1112912022
169 Hayfland Road
ALTERATION OF TM DMOM)
A LICENSED PRWESSOK ENGIM IS A
Queensbury, NY 12804
(518) 745-0307 Phone 292075-01 -S 1
V#MnM OF NM MnTM LAW.
Hutchins Engineering PLLC (518) 745-0308 Fax