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WASTEWATER-SEWER\Set PH\Aust—Septic Tank and Pump Stations to House- 1-27-20
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF JOHN AND TAMMY AUST
RESOLUTION NO.: ,2020
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and
is authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage
Disposal Ordinance, and
WHEREAS, John and Tammy Aust have applied to the Local Board of Health for a
variance from Chapter 136 to install a septic tank/pump station 7' from the house in lieu of the
required 10' setback on property located at 2440 Ridge Road in the Town of Queensbury,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury Local Board of Health will hold a public
hearing on Monday, February 10t', 2020 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay
Road, Queensbury, to consider John and Tammy Aust's sewage disposal variance application
concerning property located at 2440 Ridge Road in the Town of Queensbury(Tax Map No.: 240.6-
1-37)and at that time all interested persons will be heard, and
BE IT FURTHER,
C
RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town
Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the
Notice to neighbors located within 500 feet of the property as required by law.
Duly adopted this 27"' day of January, 2020, by the following vote:
AYES
NOES
ABSENT:
SEWER\Aust—Septic and Pump to Home-2-10-20
NOTICE OF PUBLIC HEARING
IN ACCORDANCE WITH TOWN OF QUEENSBURY ON-SITE SEWAGE DISPOSAL
ORDINANCE CHAPTER 136, NOTICE IS HEREBY GIVEN THAT THE TOWN OF
QUEENSBURY LOCAL BOARD OF HEALTH WILL CONDUCT A PUBLIC HEARING ON
MONDAY, FEBRUARY IOTH, 2020 AT 7:00 P.M. AT THE QUEENSBURY ACTIVITIES
CENTER, 742 BAY ROAD, QUEENSBURY TO CONSIDER AN APPLICATION BY JOHN
AND TAMMY AUST FOR A SEWAGE DISPOSAL VARIANCE TO INSTALL A SEPTIC
TANK/PUMP STATION 7' FROM THE HOUSE INSTEAD OF THE REQUIRED 10'
SETBACK ON PROPERTY LOCATED AT 2440 RIDGE ROAD IN THE TOWN OF
QUEENSBURY(TAX MAP NO.: 240.6-1-37).
AT THIS PUBLIC HEARING ALL INTERESTED PERSONS WILL BE HEARD.
PUBLICATION DATE: ,2020
CAROLINE H. BARBER
TOWN CLERK
TOWN OF QUEENSBURY
F
r
SEPTIC VARIANCE Office Use Only
Received:
APPLICATION Permit#:
liiwn of E actin. rg
Permit Fee:
742 Bay Road,Queensbury,NY 12804
Invoice#:
P:518-761-8256 www.gueensburV.net
Approvals:
Submittal: I original&8 copies of the completed application package
Property Owner(s): John and Tammy Aust Owner's Agent: Hutchins Engineering
Address: 2440 Ridge Road Address: 169 Haviland Road
Queensbury,NY 12804 Queensbury,NY 12804
Phone#: (518) 744-1963 Phone#: 518-745-0307
Site Address: 2440 Ridge Road Tax ID#: 240.6-1-37
Directions to Site: 4.4 miles North of NYS Route 149 on east side of Ridge Rd (9L)
Distance from well on property to septic system (if applicable) > 120 feet
Is it possible to install a conforming septic system on this property? Yes X No
If YES, please explain and attach a diagram:
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? X Yes No If NO, please explain:
Is the proposed system to be installed under a parking area? Yes X No
Section of the Sanitary Sewage Ordinance from which you are seeking the variance(i.e. leaching system will be 89 ft.
from well in lieu of required 100 ft.):
Septic tank/pump station setback to house: 7'proposed instead of the 10'required
I�(Y1
Septic Variance Application February 2018
s
List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain tax
map numbers from the Assessor's Office as well as the names and addresses:
North Name Peter&Cheryl Fraser
Address 2444 Ridge Road Queensbury,NY 12804
Tax Map ID 240.6-1-36(Warren Co.)
South Name Harry N.&Robert Scott Haigh / John&Tammy Aust
Address 2436 Ridge Road Queensbury,NY / Ridge Road Queensbury,NY (vacant)
Tax Map ID 240.6-1-38(Warren Co.) / 240.6-1-39(Warren Co.)
East Name Peter&Cheryl Fraser
Address Ridge Rd.East Fort Ann,NY(vacant)
Tax Map ID 91.4-22.1(Washington Co.)
West Name Margaret W.Bolen
Address 2445 Ridge Road Queensbury,NY 12804 (across Ridge Road)
Tax Map ID 240.6-1-2(Warren Co.)
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
2440 Ridge Road
I/We realize that putting the well,septic tank or leaching system less than the required 10 feet from the house
may increase the risk of po ution.
Owner—Print Name: C / ! Date:
Owner—Signature: ` Date: Z_
NEIGHBOR OR TENANT RELEASE STATEMENT (if applicable)
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
/We realize that putting the septic tank or leaching system less than the required feet from the
may increase the risk of pollution.
Neighbor/Tenant—Print Name: Date:
Neighbor/Tenant-Signature: Date:
Septic Variance Application February 2018
PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION:
1. A location map showing the site within the Town of Queensbury
2. A plot plan showing existing and proposed features of the property, including:
a. Lot dimensions
b. North arrow and scale: 1 inch=40 feet
c. Location & dimensions of existing and proposed buildings, showing setback distances and
uses
d. Parking layout to scale (if applicable)
e. Physical features (street, steep slopes, lakes, wetlands, etc.)
f. Location of all wells and septic systems on neighboring properties
g. Adjacent ownerships
h. All properties within 500 feet
A sample plot plan and location are shown below:
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Septic Variance Application February 2018
AUTHORIZATION AND SIGNATURE PAGE
This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site
visits, other permit responsibilities and agreement to provide documentation required.
Complete the following if the OWNER is using an Agent:
Owner's Name: IohnorTammyAust
Designates: Hutchins Engineering as agent regarding the Septic Variance for
Tax Map#: 240.6-1.37
OWNER'S SIGNATURE: DATE: l `� 20
Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for review of septic
design, storm drainage, etc. as determined by the Town Board of Health. Fees for engineering review services
will be charged directly to the applicant.
Authorization for Site Visits: By signing this page and submitting the application materials attached herein, the
Owner,Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code
Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the
application submitted.
Please Note: Other permits may be required for construction or alteration activity subsequent to approval by
the Town Board of Health. It is the applicant's responsibility to obtain any additional permits.
Officiatial Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated
stenographer tape record the proceedings of the meetings resulting from the application, and that the
minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy
between such record and the handwritten minutes taken by the designated stenographer,the handwritten
minutes shall be deemed the official record.
I, the undersigned, have thoroughly read and understand the instructions for submission; agree to the
submission requirements and cermpleted checklist:_ /
/- (OWNER—PRINT NAME:
OWNER—SIGNATURE:_ \ DATE: .4_4�j
AGENT—PRINT NAME. lz
AGENT—SIGNATURE: DATE: L �-
Septic Variance Application February 2018
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WASTEWATER SYSTEM DESIGN
DESIGN TO 3-BEDROOM RESIDENCE
WATER SAVING FIXTURES
(1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) � r
DESIGN FLOW - 110 GPD/BEDROOM 4 k
SYSTEM DESIGN FLOW - 330 GPD r L
SEPTIC TANK - 1,000 GALLON PRECAST CONCRETE .
PUMP STATION - 1,000 GALLON PRECAST CONCRETE
ABSORPTION FIELD:
- �-- — �-u��` a.�,.� � -zsa "'t � r'^ p � ` ..,`ate •--'-.._
ABSORPTION TRENCHES IN RAISED CONFIGURATION hH r
" PIPE—IN—STONE
1 USE: 24 WIDE ABSORPT7ON TRENCHES
_ - -
DESIGN PERCOLATON RATE IN FILL MATERIAL 21 30 MIN/IN m,
APPLICAT70N RATE = 0.6 GPD/SF
ABSORPTION TRENCH AREA REQUIRED = 550 SFWl
� �
�R{
2' WIDE ABSORPTION TRENCH LENGTH REQUIRED = 275 LF
USE 5 LATERALS AT 55' LONG
PETER FF?ASER J I 275 LF TOTAL To BE PROVIDED �£ T
J�
240.6-1-36 p f� PETER FRASER
S
U O 91.0-1-22.1
r z BASAL AREA w .
ly BASAL AREA REQUIRED (0.2 GPD/SF) = 1650 SF
Q I WITH (5) 55' TRENCHES AT 6' SPACINGS . «,
Q I ACTUAL BASAL AREA PROVIDED (2.5-FT BEYOND EDGE OF
��h. ��e'�" is " � a -,r" ta`.< �,' �� ``a^' 2 ,+•�, -
''���� rx60' --
TRENCHES) -— 31 1860 SF ; ya BM � x
.�.; _ t
®EXISTING � ;: �
. f " v � per... ��,� �a �... � v ds; y: �i � ��. �`'^• `S s� -.§w '�,����,,•
WELLf 326.04 S 81"1720 E
APPROXIMATE PROPER�'Y BOUNDARY �-
'�� �ia��,,.q
POTABLE WATER SUPPLY TO BE EXISTING ON-SITE WELL � „,
10' P.L. SETBACK _ '
MIN. WELL SEPARATION FROM SEPTIC TANK 50
v \ 10' P.L. SETBACK i MIN. WELL SEPARATION FROM LEACH FIELD=100'
/ f SITE LOCATION LOCATION MAP
JOHN & TAMMY AUST Q e '� d
1 240.6-1-37
�V ' THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND SYSTEM INSTALLATION NOTES
r
00 APPROVED BASED UPON THE INSTALLA710N OF WATER
Ssd' CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE tMTH THE N.Y.S. DEPARTMENT OF
BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE
HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLA770N OF THERMOPLASTIC PIPE AND
EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
\ l TUBS OR WATER TREATMENT EQUIPMENT THE SYSTEM IS NOT
( DESIGNED TO ACCOMMODATE GARBAGE GRINDERS. THE AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH
INSTALLATION OF GARBAGE GRINDERS, NON-CONSERVING WATER SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH.
EXISTING / ' d FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO
l >:.
WELLf Y3'ATER ' THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL
FEATURE JOHN & TAMMY AUST BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL !N THE STONE AND PIPE.
91.0-1-22.2 E - - - CONTINUOUS
PROPOSED 1-1/2" THE PIPE SHOULD BE LAID AT THE GRADES INDICATED MAINTAINING STRAIGHT GRADES WITHOUT
col / SDR-11 FORCEMAIN d SITE SOILS DATA SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS, PIPE SHALL BE LAID WITH HOLES DOWN
1cn o ' TEST PIT
IN ALL CASES.
PROPOSED HOUSE SEWER— i - N PROPOSED DISTRIBUTION BOX
TP-1 - 8/7/19 BY TOM HUTCHINS, P.E.
r — FM Fri c� d o ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE
PROPOSED 1,000 GALLON SEPTIC TANK ®F PROPOSED PI E—IN—STONE ABSORPTION rc ' d o, 0-11" — DARK LOAM TOPSOIL DISPOSAL FIELD.
10' P.L. SETBACK _ __ _ _ TRENCHES IN RAISED CONFIGURATON
EXISTING ANTIQUATED WASTEWATER r WP_R5XIMA7 ROPER BOUNDARY` ® a — ———— --=— (5) TRENCH 0 55 LF EACH, 275 LF TOTAL ,,� ? 11-24" — MEDIUM BROWN SANDY SILT
SYSTEM IN NEED OF REPLACEMENT -__`_ e__ I 24-35" - OLIVE BROWN CLAY,• MOTTLED
� 4 ' � • DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED.
35-48" - MEDIUM BROWN SILT & CLAY, MOTTLED
48" — LEDGE THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMODA7 EXTREME
9 PROPOSED 1,000 GALLON w R
hl� TP 2
At WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS.
f PUMP STATION. MAINTAIN ---- --—_I ' MOTTLING ® 20"10' SEPARATION TO SHED `l m
WA TER LINE. TP-1 ' ! GROUNDWATER EVIDENCE ® 41" ROOF, FOOLING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATERI " a, SHED
HARRY N. HAIGH WATER LINE FROM AUST ��W BUSH d PRESUMED SEASONAL HIGH WATER TABLE @ 20" SYSTEM.
240.6 1 38 RESIDENCE" SERVING dao
1 4 ! NEIGHBORS RESIDENCE I t 818' TP-2 - 8/7/19 BY TOM HUTCHINS, P.E. FILL MATERIAL NOTES
8.0' N 0*46'10" E d 0-13" - DARK ORGANIC TOPSOIL AFTER REMOVING ORGANICS, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF PROPOSED ABSORPTION TRENCHES
51.4' N 13-27" - LIGHT BROWN SANDY SILT AND TAPER AREA.
APPROXIMATE PROPERTY BOUNDARY s .s. +~® - ® - 10_p� SE-1$AC 27-45" - OLIVE BROWN SILTY CLAY
01.1' F ~` �—` k ' 45" - LEDGE "SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR SANDY LOAMY GRAVEL WITH
4
4 d x 7 o IN-PLACE PERCOLATION RATE OF 5-8 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN
d BUSH 76 Z015-E ,�� - 1 MOTTLING @ 19" 109. BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 259 OF THE MATE'R/AL BY WEIGHT SHALL BE /N THE
GEORGE W. PAINTER GROUNDWATER EVIDENCE 40" RANGE OF 0.50mm TO 2.Omm. LESS THAN 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2"
91.0-1-26 SIEVE.
� PRESUMED SEASONAL HIGH WATER TABLE ® 19"
d JOHN & TAMMY AUST '�` '`` '�` A` ''`
240 6--1-39 12" HOPE � SYSTEM FILL MATERIAL SHALL 8E INSTALLED TO PROVIDE MINIMUM OF 2-FEET BETWEEN SEASONAL HIGH
PERCOLATION TEST GROUNDWATER AND BOTTOM OF ABSORPTION TRENCHES. ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED
I CULVERT r r d PT-1 - 8/7/19 BY TOM HUTCHINS, P.E. THROUGHOUT THE ABSORPTION FIELD AREA AND TAPER AREAS.
gym,. ILL PERCOLATION RATE: 25 MINUTES PER INCH
.,e .,u� >+� � .,r� � d
SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 6" LIFTS NTH TRACKED EQUIPMENT PRIOR TO
JOHN & TAMMY AUST l INSTALLATION OF TRENCHES.
STONE x� 91.0-1-21 / a'
FOUNDATION �r � SYSTEM MATERIAL SPECIFICATIONS
r dub A � A, AL INSTALLER 4 INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO
REMAINS r ! ABSORPTION FIELD AGGREGATE SITE
s d STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE.
yz j r j APA WETLANDS AS SHOWN ON ' EFFLUENT SEWER PIPE MATERIAL REQUIRED TO PROVIDE COVER OF SEPTIC TANK AND PUMP STATION MAY BE NATIVE MATERIAL OR
o AEUJ �AL PHOTOSRAPHY M AS "
zK' o�c> PIPING TO BE 4 SDR-35 OR SCH-40 PVC. INSTALL WITH OTHER MATERIAL WHICH 1S NOT NECESSARILY SYSTEM FILL.
C�l11 PART OF J2018-0063 PREPARED 4
V q Z 1 0 1 8" PER FOOT MINIMUM SLOPE
S2't�t BY MARY Q DELL 2/7/18 /
_.
�s
FILTER FABRIC
FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION
162 00' ` ` -•.� d FABRIC, 7ENCA7E MIRAFI 140N OR EQUIVALENT.
N 79"5��'10" HOUSE SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL
I. A4 AL A. A, A WITH 1/4" PER FOOT MINIMUM SLOPE.
SCOTT E. GILLIS "''s_ d TOPSOIL
240.6-1-40 265.00' ��► .. d PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA.
Ar 79'43 22�-
SEED, MULCH, AND ESTABLISH TURF.
®® '�` SYSTEM FILL
WASTEWATER SYSTEM PLAN AS DESCRIBED IN "FILL MATERIAL NOTES" TAX MAP~n# 40.6'1-37 (QUEENSBURY, WARREN COUNTY)
SCALE: 1"=40' SCOTT E. GILLIS 91.0-1-20 ,y� ;� 1 _ .22 (FORT ANN, WASHINGTON COUNTY)
GRAPHIC SCALE
1
20 D 10 20 40 80
( IN FEET )
W`'t a Required Tirgogo ISSUED tf f4B ;,R SEPTIC VARIANCE 112112020
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES. Confirm utility R�§po e, t
Res �EtCt Ma�lcS" RE 'ISE , " APA-COMMENTS 112012020
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SEPTIC VARIANCE SUMMARY
MAP REFERENCE: SENT:TO APA WITH JIF 9123/2019
Al ynewy6rk.com
WASTEWATER SYSTEM SETBACK REQUIREMENTS TOWN OF QUEENSBURY iv Revisions Date
1. SEPTIC TANK/PUMP STATION SETBACK TO DWELLING
1. BASE MAP INFORMATION FROM "MAP OF LANDS TO BE CONVEYED
10' REQUIRED BY ROBERT & JUDITH SCHULZ" IN THE TOWN OF FORT ANN, -- WASTEWATER SYSTEM PLAN
PROPERTY LINE HOUSE WELL WETLAND WASHINGTON COUNTY, AND IN THE TOWN OF QUEENSBURY, 0
7' PROPOSED WARREN COUNTY, NEW PORK. DATED APRIL 12, 2006. PREPARED prepared for:
3' RELIEF REQUESTED BY WAYNE R. RAYMOND LICENSED LAND SURVEYOR.
SEPTIC TANK 10' 10' 50' 50' 2. ADDITONAL MAP INFORMATON FROM "SURVEY MAP FOR HAROLD J. Tammy & John Aust
ABSORPTION FIELD 10' 20' 100' 100' HALLIDAY AND LYN M. HALLIDAY AY 2432 RIDGE ROAD," IN THE 2440 Ridge Road
TOWN OF FORT ANN, WASHINGTON COUNTY, AND IN THE TOWN OF g
QUEENSBURY, WARREN COUNTY, NEW YORK. DATED NOVEMBER 15, Town of Queensbury& Fort Ann, Warren & Washington County, NY
2014. PREPARED BY ABL SURVEYING, PLLC
J. ADDITIONAL INFORMATION FROM WARREN COUNTY GIS, WASHINGTON Drown: AMD Checked: GTH Scate: NOTED Date: 8/7/2019
COUNTY GIS, AERIAL PHOTOGRAPHY, AND FIELD MEASUREMENTS
THIS IS NOT A FIELD SURVEY. ALL LOCATIONS ARE APPROXIMATE 169 Havllond Rood /�
CONTRACTOR TO FIELD VERIFY ALL SETBACKS PRIOR TO BEGINNING ALTERATION OF THIS DOCUMENT EXCEPT BY Queensbury, NY 12804 291476-01—S 1
INSTALLATION. A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone
VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering 518 745-0308 Fax
81111�
EXTERIOR WEATHERPROOF JUNCTION 80X
APPROXIMATE SUGGESTED:POLYETHYLENE EXTENSION SUGGESTED:POLYETHYLENE EXTENSION (IF NECESSARY). SEAL CONDUIT GAS TIGHT.
FINISH GRADE TO GRADE WITH TAMPER RESISTANT TO GRADE WITH TAMPER RESISTANT INSTALL CON7ROL PANEL IN HOUSE. ALL ELECTRICAL
ACCESS COVER ACCESS COVER WORK TO BE INSPECTED BY A CER77FIED ELECTRICAL
INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION.
12" MIN. 7RANS17ION TO 4" 12" MIN. COVER
OUTSIDE OF DISTRIBU77ON BOX
COVER INSTALL FLOAT SWITCHES TO OPERATE D-BOX
PUMP AND MAINTAIN LEVELS AS INDICATED
SEPTIC TANK NOTES °
4" PVC SDR-35 • 4 1/8" PER FOOT
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF 2" MIN. SLOPE a a
THE NEW YORK STATE DEPARTMENT OF HEALTH AND INLET BAFFLE
SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY LIQUID LEVEL OUTLET 4" PVC SDR-35 BALL VALVE ° ° 2"MIN.
UTOPIA ENTERPRISES OR EQUIVALENT. MIN. SLOPE USE SPEED LEVELERS TO
1/4" PER FOOT INSTALL VALVES AND UNIONS ASSURE ALL OUTLETS ARE AT
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SUCH THAT EITHER PUMP CAN BE EXACTLY THE SAME 2"MIN. DROP
16 18" ISOLATED AND REMOVED WITHOUT ELEVA71ON BETWEEN INVERTS
SAND OR GRAVEL BASE. WHERE EXISTING SOIL MIN. REQUIRING PIT ENTRY COND177ONS ARE UNSUITABLE, CRUSHED STONE SHALL BE WATERTIGHT SLEEVE AND 4" PVC SDR-35 SOLID HEADER
PLACED AS NECESSARY TO ACHIEVE A STABLE BASF. TO PERFORATED ABSORPTION
SEAL (71'P) ALARM 3" ABOVE 'PUMP ON BALL CHECK VALVE TRENCH PIPING, 1/8" PER FOOT
SEP71C TANKS INSTALLED IN TRAFFIC AREAS SHALL BE a k
OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 0 & LAG PUMP ON 1-1/2" HOPE MIN SLOPE
WHEEL LOADING. o: • FLOAT SWITCHES - INSTALL INSIDE SDR-11 FORCEMAIN
1 000 GALLON PRECAST o `� PUMP ON PUMP PIT IN LOCATION ACCESSIBLE
JOINTS
JOINTS MUST BE SEALED WITH BUTri SEALANT. CONCRETE SEP71C TANK =' ° WITHOUT PIT ENTRY 2" SCH-40 PVC PIPING PUMP STATION NOTES
JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED
BEFORE BACKFILUNG. PUMP OFF INSIDE WET WELL THROUGH WALL SEAL ALL TANK OPENINGS WATERTIGHT.
MINIMUM 2X WIDTH
MAXIMUM 4X WIDTH , UNION - LOCATE SUCH THAT PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CON7ROL PANEL
• 16" MIN. a UNION CAN BE DISCONNECTED AND WI7H VISUAL AND AUDIBLE ALARM. INSTALL SIMPLEX, DEMAND DOSE
VOLUME OF DOSE TO PUMP REMOVED WITHOUT TANK CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION.
♦ a ' ' " BE 120t GALLONS ENTRY
♦. ♦ a INSTALL POWER & CONTROL WIRING TO CONTROLLER W17H ALARM IN
REDUCING TEE POINTED DOWNWARD HOUSE IN ACCORDANCE WITH MANUFACTURER'S 1NS7RUCTIONS AND
1,000 GALLON PRECAST CONCRETE PUMP STATION VI47H 1" BALL VALVE THROTTLED TO NA770NAL ELECTRIC CODE (N.E.C.) REQUIREMENTS.
ALLOW TRICKLE DRAIN BACK INTO
WE7WELL PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A
SEPTIC TANK& PUMP STATION DETAIL SIMPLEX EFFLUENT PUMP 120 GALLON DOSE
SCALE NTS
EFFLUENT PUMP TO BE GOULDS PUMPS WE SERIES, MODEL WE03M
SUBMERSIBLE EFFLUENT PUMP 1/3 HP, 230 VOLT, IPH
VERIFY EXIS71NG ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP,
ALL ELECTRICAL WORK TO BE INSPECTED BY A CER71FIED ELECTRICAL
INSPEC7ON AGENCY PRIOR TO START-UP OF PUMP STATION.
t43'
12' WIDTH
TAPER AREA; ,
1:3 MAX SLOPE t31 BASAL AREA TAPER AREA;
1:3 MAX SLOPE
CbNS7RUC170N SPECIFICA770NS
6' TYP. TRENCH 2 5, TYP • STONE SIZE - USE 2-4" STONE, NO FINE AGGREGATES OR
SPACING
SURFACE FINISHING
...•...:.. .. J:.. , ... z r:•..;a.,._.�,^w :a;,, .t c ,,;;,•� „� Y.`::- ' •. 1 at-:.:.•� .i .�` ..�. y=�f.: 3: .Y.0 �.'.'..' N;' ;' .z-.:' .:. • - -
- --.C- :.. ,.Ja,,.rw• <.,.. :..: :r.- „r•.; :%�_t3 6 INCHES
w
.... r _ • .w•. w ... •. ,•:tf M.r_Y•.... r.•• ,. .. .•`• i 1- :':.•h .l t,d �i• `M1:•� �C - - _. _. _ .__..- _-
T)-IICKNESS NOT LESS THAN
.: .a• Y r 1a .l.. t.... w .. a w .s.wt•a<,...,,.a, .+n•v+r,•.-•' , -
♦ .a- _1r a ... \ .:• ': w-ar• J.•i,y . �t•.;••, ,,_� i •
WIDTH —
. .. .� t . . . . . . . . . t _. .. .. . . . r.. ,. . •. .., _-�••.J ... - - _ _._ _ 12 FOOT MINIMUM
_
�. _w . .. .. a .. Y-. ..,. 3+. _ -: .. ".::•..
......,, -'
.r. ...,. 3 •r GEDTEXTILE HIGHWAY STABILIZATION
r „ • .,. .. ,, _ . . . ♦ . . . _ ti. ._. .... ,. . , _. . .. ..... . � .. . .3 - _ IGHW STAB ON FABRIC WILL BE
., • _. .F r ,w. : _ • J : tit rA .- ..� • , r .. _, ,,.. .I .....,
_ < r
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� � . . s ti _ .� ... . .. . ,� . .-♦ , PLACED OVER EN11R ARE.. . . t . a.<• - 77-IE E A PRIOR_ .. . _ _ . , a . -. , _ _._. VE OR TO PLACNG OF
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, s . FlLL ,.•�, ✓ ....t � a ., >:.,••.. ... . ,,•.. . r< , t L . ....> ti.-_ ..,�, . . �. .., --- - -
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� > �', •. ,... r .. ra � .•,•d. n C• a a ....,. r•.-w a.";:'• r°• •.•c-` :w- ---- MAIN. . .� . . 24 >., _ � . �_. ,.. � .. ._.> .... •�, . . ,._ r ., _.. . . . ._ ,.. ♦ , .. __ ___ _ - MAINTENANCE THE ENTRANCE MAINTAINED� . `, .. ,. e ,. . . a :_ ' . — :.. -- ---. SHALL BE MAIN A NED 1N
.. ...r _ e .. ..• ...... , .. MIN. _ ..»... .• ry't a �. s ? _ ...... ._ ._.
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< -.. ..-� •.:-.- ._.�_ OXIMA •. ,•._.r,...>••••.�.. .... i '_._._ _ A COND1 flON WHICH WILL PREVENT TRACKING OR FLOWING
2 MIN.
SEPARATION
EXISTING GRADE
" OF SEDIMENT ONTO PUBLIC RIGHTS—OF—WAY, ALL
Y ...-:. ... . .:.:......:..-._:_. _ EXISTING GROUND STABILIZATION -
_._. . CONTAINING
HIGHWAY
6 MINIMUM DEPTH OF 2 4 INCH STONE CONT A NIN
_.. _ t :, P LE DROPPED ASHED OR 7RACIED ONTO
F _..—i::�::. :.:. :._ ...._- ....e'...__.,__:;::_:•• a —_
... _ 0 SURFACE FINISHING
- PUBLIC RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY.
AFTER REMOVING ORGANICS, RIP 1't INTO EXIS77NG SURFACE-1REMOVE EXISTING ORGANIC CONSTRUCTION ACCESS DRIVE SECTION
SOILS AND BLEND W17H GRANULAR FILL MATERIAL. RAISED ABSORPTION FIELD SECTION MATERIAL PR10R TO
MECHANICALLY STABILIZE WITH TRACKED EQUIPMENT PLACING SYSTEM FILL SCALE- NTS
SCALE- NTS
4" MIN TOPSOIL OVER THE
ENTIRE ABSORPTION FIELD; - ::3 (QUE REN COUNTY)
SEED & ESTABLISH TURF
OVERFILL TO ALLOW •,..�' ��.2........._/ N -`CD
BACKFILL FREE OF FOR SETTLEMENT two Skit v
4" MIN TOPSOIL OVER THE EN71RE ABSORPTION
Di I Safel . !l Y
STONES OVER 3"
FIELD; SEED AND ESTABLISH TURF -,
FILTER FABRIC MIRAFI 14ON OR EQUIVALENT
J % Y _ ._
_......_
New/York
=1�I=1 I I- _ ...
=1 1=III=11 h I I-1 I I-1 �I I .Call Befem You DID
12" MAX — _!I I=1 I —I I�)I(-1 _ e waft��uI'�� -Z" SU N,SBURY FOR SEP71C VARIANCE 112112020
FILTER FABRIC (-1 I "
MIRAFI 140N " _ _ ■ftspea The M Response "T EVISED PER APA COMMENTS 112012020
OR EQUAL 2 TRENCH WIDTH 6-12 " ®Dt with Caro arks =
2 MIN. O 6 MIN. 800■962■7962 SENT TO APA WITH JIF 912312019
" OPWo°o SLOPE- Op0.`�j��0 No. Revisions Date
2" MIN. °��
WASTEWATER SYSTEM DETAILS
12" MIN. 0 � 0 "
prepared for:
6" Lkp Cbp�� 6 Og 4 PERFORATED PVC LATERAL,
CO��o O -00 Q7o� 0� SLOPE 1/16 1/32 PER FT. END CAP Tammy & John Ausf
3/4" TO 1-1/2" ASHED 4" PERFORATED PVC LATERAL, 3 4" TO 1 1/2" 2440 Ridge(toad
CRUSHED STONE SLOPE 1/16 - 1/32 PER FT: CRUSHED STONE ABSORPTION TRENCH PROFILE
pRIN
Town of Queensbury&Fort Ann, Warren& Washington County, NY
ABSORPTION TRENCH SECTION SCALE. NTS
Drawn: AMD Checked: G7H ScoJe: NOTED Dote: 8/7/2019
SCALE: NTS 169 Hoviland Road
AT1 LENSED FPRO LESS PROFESSIONAL EN IIX�IS BY Quee518) 745-, NY 12804 291476-91-S2
VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering (518) 7745-030 Phone
g g 518 745-0308 Fax
SEPTIC VARIANCE office use only
Received:
APPLICATION Permit#:
71nn of C�exen. n
Permit Fee:
742 Say Road,Queensbury,NY 12804
P:518-761-8256 www.gueensbury.net Invoice#:
Approvals:
Submittal: I original&8 copies of the completed application package
Property Owner(s): John and Tammy Aust Owner's Agent: Hutchins Engineering
Address: 2440 Ridge Road Address: 169 Haviland Road
Queensbury,NY 12804 Queensbury,NY 12804
Phone#: (518) 744-1963 Phone#: 518-745-0307
Site Address: 2440 Ridge Road Tax ID#: 240.6-1-37
Directions to Site: 4.4 miles North of NYS Route 149 on east side of Ridge Rd (9L)
Distance from well on property to septic system (if applicable) > 120 feet
Is it possible to install a conforming septic system on this property? Yes X No
If YES, please explain and attach a diagram:
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? X Yes No If NO, please explain:
Is the proposed system to be installed under a parking area? Yes X No
Section of the Sanitary Sewage Ordinance from which you are seeking the variance (i.e. leaching system will be 89 ft.
from well in lieu of required 100 ft.):
Septic tank/pump station setback to house: 7'proposed instead of the 10'required
�M
Septic Variance Application February 2018
x
j
List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain tax
map numbers from the Assessor's Office as well as the names and addresses:
North Name Peter&Cheryl Fraser
Address 2444 Ridge Road Queensbury,NY 12804
Tax Map ID 240.6-1-36(Warren Co.)
South Name Harry N.&Robert Scott Haigh / John&Tammy Aust
Address 2436 Ridge Road Queensbury,NY / Ridge Road Queensbury,NY (vacant)
Tax Map ID 240.6-1-38(Warren Co.) / 240.6-1-39(Warren Co.)
East Name Peter&Cheryl Fraser
Address Ridge Rd.East Fort Ann,NY(vacant)
Tax Map ID 91.4-22.1(Washington Co.)
West Name Margaret W.Bolen
Address 2445 Ridge Road Queensbury,NY 12804 (across Ridge Road)
Tax Map ID 240.6-1-2(Warren Co.)
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
2440 Ridge Road
I/We realize that putting the well, septic tank or leaching system less than the required 10 feet from the house
may increase the risk of ppoo ution.
Owner—Print Name: 1 Date: �tJV J L—1 �, /�
Owner—Signature: ' Date: f Z/ Lo
NEIGHBOR OR TENANT RELEASE STATEMENT (if applicable)
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
I/We realize that putting the septic tank or leaching system less than the required feet from the
may increase the risk of pollution.
Neighbor/Tenant—Print Name: Date:
Neighbor/Tenant-Signature: Date:
Septic Variance Application February 2018
PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION:
1. A location map showing the site within the Town of Queensbury
2. A plot plan showing existing and proposed features of the property, including:
a. Lot dimensions
b. North arrow and scale: 1 inch=40 feet
c. Location & dimensions of existing and proposed buildings, showing setback distances and
uses
d. Parking layout to scale (if applicable)
e. Physical features (street, steep slopes, lakes, wetlands, etc.)
f. Location of all wells and septic systems on neighboring properties
g. Adjacent ownerships
h. All properties within 500 feet
A sample plot plan and location are shown below:
—__ __� f 4 - •-- � i� �� r3atri(r^Lxdttx`r�fA�ah 1 �. at��l `�1"�'
I r� If 1 1 I' __ { ,a;tiG I � •1� y i�' 'f •.��y`i� ••1 f ..-'t.`Z-�:5
.fir t�{ ,,..r�, � a,+, � •i A5,5 r5 'fir�� fl'��t�
I
YYYY ;xw ''•fiI '.: "'" t i 4 j 'I w3'.1--_.Yf ern M fer ry
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Septic Variance Application February 2018
AUTHORIZATION AND SIGNATURE PAGE
This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site
visits, other permit responsibilities and agreement to provide documentation required.
Complete the following if the OWNER is using an Agent:
Owner's Name: John or Tammy Gust
Designates: Hutchins Engineering as agent regarding the Septic Variance for
Tax Map#: 240.6-1.37 �/
OWNER'S SIGNATURE: �._ DATE: (/� `/ -20
Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for review of septic
design, storm drainage, etc. as determined by the Town Board of Health. Fees for engineering review services
will be charged directly to the applicant.
Authorization for Site Visits: By signing this page and submitting the application materials attached herein,the
Owner, Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code
Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the
application submitted.
Please Note: Other permits may be required for construction or alteration activity subsequent to approval by
the Town Board of Health. It is the applicant's responsibility to obtain any additional permits.
Officiatial Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated
stenographer tape record the proceedings of the meetings resulting from the application, and that the
minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy
between such record and the handwritten minutes taken by the designated stenographer, the handwritten
minutes shall be deemed the official record.
I,the undersigned, have thoroughly read and understand the instructions for submission; agree to the
submission requirements and completed checklist:_ /
OWNER—PRINT NAME: '
OWNER—SIGNATURE: DATE:
AGENT—PRINT NAME.
AGENT—SIGNATURE: DATE: t �t
Septic Variance Application February 2018
WASTEWATER SYSTEM DESIGN
y^d
DESIGN TO 3-BEDROOM RESIDENCE
WATER SAVING FIXTURES �� f
r
(1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS)
DESIGN FLOW - 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 330 GPD rT
SEPTIC TANK - 1,000 GALLON PRECAST CONCRETE 1 �'
PUMP STATION - 1,000 GALLON PRECAST CONCRETE
ABSORPTION FIELD: wa
ABSORPTION TRENCHES IN RAISED CONFIGURATION
USE: 24 WIDE PIPE-IN-STONE ABSORP1ON TRENCHES ,
x. a i3 rk '
.y, I DESIGN PERCOLATION RATE IN FILL MATERIAL = 21-30 MIN/1N �.
APPLICATION RATE = 0.6 GPD/SF Y q
ABSORPTION TRENCH AREA REQUIRED = 550 SF
2 WIDE ABSORPTION TRENCH LENGTH REQUIRED = 275 LF
~ USE 5 LATERALS AT 55' LONG
PETER FRASER 2 j
n � i 275 LI= TOTAL 70 BE PROVIDED.
hz 2406-1-36 p UO PETER FRASER
BASAL AREA G
r
F kY A 0
s ' BASAL AREA REQUIRED (0.2 GPD/SF) = 1650 SF k
WITH (5) 55 TRENCHES AT 6 SPACING
ACTUAL BASAL AREA PROVIDED (2.5-FT BEYOND EDGE OF
r ®EXISTING t ]BENCHES) = 31!x60! = 1860 SFtt
WELL± APPROXIMATE PROPE BOUNDARY 326.04 S 81"1720 E
-7 -- _- -_ - - ' - - - -- '' '_ -- POTABLE WATER SUPPLY TO BE EXISTING ON-SITE WELL
10' P.L. SETBACK
f 10 P.L. SETBACK MIN. WELL SEPARA7ION FROM SEPTIC TANK=50'
/ I MIN. WELL SEPARA7ION FROM LEACH FIELD=100' SITE LOCATION T �/f
JOHN & TAMMY RUST S , 2 '`` / LOCATION MAP
_�pp \ THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND
z y
24o.s-1-37
APPROVED BASED UPON THE INSTALLA77ON OF WATER
SYSTEM INSTALLATION NOTES
p CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OFof BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTV F481 INSTALLATION OF THERMOPLASTIC PIPE AND
! r, Q, EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TIFF SPA CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
TUBS OR WATER TREATMENT EQUIPMENT. THE SYSTEM IS NOT
R L ON t I �1 DESIGNED TO ACCOMMODATE GARBAGE GRINDERS THE AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH
r- 1 INSTALLATION OF GARBAGE GRINDERS, NON-CONSERVING WATER SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH.
x I 1 c-
�� � . EXISTING / I FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO
WELLf WATER PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL
� THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM
FEATURE JOHN & TAMMY AUST BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE.
I o �V' / l t 91.0-1-22.2
PROPOSED 1-1/2"
SDR-11 FORCEMAIN I SITE SOILS DATA 774E PIPE SHOULD BE LAID AT THE GRADES INDICATED MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT
1 SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN
PROPOSED HOUSE SEWER I PROPOSED DISTRIBUTION BOX I ' 6e TEST PIT IN ALL CASES.
PROPOSED 1,000 GALLON SEPTIC TANK F _ FM FM O TP-1 - 8/7/19 BY TOM HUTCHINS, P.E.
t PROPOSED Pl,�E-IN-STONE ABSORPTION �' I " ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE
' \' 10' P.L. SETBACK� F - TRENCHES IN RAISED CONF/GURA77ON I D-11 " - DARK LOAM TOPSOIL DISPOSAL FIELD.
EXISTING ANTIQUATED WASTEWATER RO -s�E`-'--�R� 3 BO NiY _ I F --------- (5) TRENCH 55 LF EACH, 275 LF TOTAL ,� r� a? 11-24 - MEDIUM BROWN SANDY SILT
SYSTEM IN NEED OF REPLACEMENT - --------
24-35" - OLIVE BROWN CLAY; MOTTLED
a' DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED.
35-48" - MEDIUM BROWN SILT & CLAY,• MOTTLED
w PROPOSED 1,000 GALLON w1P i P 2 _ = j ' 1 48" - LEDGE THIS SYSTEM 1S DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMODATE EXTREME
A I PUMP STA7ON. MAINTAIN til SHED - ---I A` '�` WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS.
WATER 9NE. oN TO -� ' MOTTLING ® 20"
ht 1 I t TP-1 GROUNDWATER EVIDENCE ® 41 ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER
I SHED '
HARRY N. HAIGH WATER LINE ROM "AUST a t I
= I Iw / PRESUMED SEASONAL HIGH WATER TABLE ® 20" SYSTEM.
240.6-1-38 RESIDENCE' ERVING +o BUSH A,
w NEIGHBORS RESIDENCE ! FILL MATERIAL NOTES
z� X oa. � 43
81.8 TP-2 8/7/19 BY TOM HUTCHINS, P.E.
�y 8 N 0 4610/ E 0-13" - DARK ORGANIC TOPSOIL
l AFTER REMOVING ORGANICS, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF PROPOSED ABSORP7ION TRENCHES
51.4' `` 10' I 13-27" - LIGHT BROWN SANDY SILT AND TAPER AREA.
APFROXIlKATE PROPERTY BOUNDARY E'.L.=SACK 27-45" - OLIVE BROWN SILTY CLAY
45" - LEDGE "SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR SANDY LOAMY GRAVEL WITH
Z8732' A' 'I 5"® � ] IN-PLACE PERCOLATION RATE OF 5-8 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN
.. � BUSH 6"ZO E �� 1 MOTTLING C� i9" 109. BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 259a OF THE MATERIAL BY WEIGHT SHALL BE IN THE
NN
RANGE OF 0.50mm TO 2.Omm. LESS THAN 157. OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1 2"
GEORGE W. PAINTER GROUNDWATER EVIDENCE ® 40 /
� `• , ` �� - 91.0-1-26 PRESUMED SEASONAL HIGH WATER TABLE ® 19" SIEVE.
JOHN & TAMMY AUST AM-
AL 'r` '6` AL
240.6-1-39 12" HOPE x SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 2-FEET BETWEEN SEASONAL HIGH
;:
PERCOLATION TEST
CULVERT GROUNDWATER AND BOTTOM OF ABSORPTION TRENCHES. ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED
< I PT-1 - 8/7/19 BY TOM HUTCHINS, P.E. THROUGHOUT THE ABSORPTION FIELD AREA AND TAPER AREAS
AIL STABILIZED PERCOLATION RATE: 25 MINUTES PER INCH
" SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 6" LIFTS WITH TRACKED EQUIPMENT PRIOR TO
� sv I JOHN & TAMMY AUST 'STONE 91.0-1-21
INSTALLATION OF TRENCHES.
�,�"`
5
FOUNDATION SYSTEM MATERIAL SPECIFICATIONS
REMAINS x f ''` ''` '�` "� '"� ''� ''° INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO 1RANSPOR7ING TO
; r o ABSORPTION FIELD AGGREGATE SITE
ti t STONE IS TO BE 3/4" TD 1-1/2" WASHED CRUSHED STONE.
APA WETLANDS AS SHOWN ON f EFFLUENT SEWER PIPE
A TO R P Y MATERIAL REQUIRED TO
PROVIDE COVER OF SEP7IC TANK AND PUMP STATION MAY BE NATIVE MATERIAL OR
A D - SCH-40 PVC INSTAL WITH OTHER MATERIAL WHICH 1S NOT NECESSARILY M FILL
� AE$i L PHOTO A H M/� AS I � PIPING TO BE 4" SDR 35 OR
PART OF J2018-0063 PREPARE q Y SYSTEM
y
BY MARY O'DELL 2/7/18 I 1/8" PER FOOT MINIMUM SLOPE.
Yam: ,. Wt�o 4
r FILTER FABRIC
1 �.�` Z AL AL A. A,• ,L AL ' FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION
s`40 N 7;";-• Q ► FABRIC, 7ENCA7E MIRAFI 14ON OR EQUIVALENT.
9 59.to» 3_ I o HOUSE SEWER PIPE
4
I PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL
A, i0c AL '"° l1 WITH 1/4" PER FOOT MINIMUM SLOPE.
SCOTT E. GILLIS TOPSOIL
240.6-1-40 2S5.p0•` i PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA.
N 79"43'22 �� SEED, MULCH, AND ESTABLISH TURF.
WASTEWATER SYSTEM PLAN
�. �_ SYSTEM FILL
SCALE 1"--40' SCOTT E. GILLIS AS DESCRIBED IN "FILL MATERIAL NOTES" TAX 40.6-1-37 (QUEENSBURY, WARREN COUNTY)
GRAPHIC SCALE 91.0-1-20 M - 242 (FORT ANN, WASHINGTON COUNTY)
20 0 10 20 40 80 Q
( IN FEET ) ou og........
Ti
ISSUED 8 R
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES W t e_iequwty t SEPTIC VARIANCE 112112020
connrrii till _ --- -
Res ct Ma RE IS APA COMMENTS 112012020
SEPTIC VARIANCE SUMMARY - .7 SENT To APA KITH JIF 912312019
WASTEWATER SYSTEM SETBACK REQUIREMENTS TOWN OF QUEENSBURY MAP REFERENCE: ykm
Q N Revisions Date
1. SEPTIC TANK/PUMP STATION SETBACK TO DWELLING
Y. BASE MAP INFORMATION FROM "MAP OF LANDS TO BE CONVEYED
BY ROBERT & JUDITH SCHULZ" IN THE TOWN OF FORT ANN, VIIASTEWATER SYSTEM PLAN
PROPERTY LINE NE HOUSE WELL WETLAND 10' REQUIRED WASHINGTON COUNTY, AND IN THE TOWN OF QUEENSBURY,
WARREN COUNTY, NEW PORK. DAZED APRIL 12, 2006. PREPARED
SEP71C TANK 10' 10' 50' 50' 3' REUEF REQUESTED BY WAYNE R. RAYMOND LICENSED LAND SURVEYOR. prepared for:
2. ADD177ONAL MAP INFORMATION FROM "SURVEY MAP FOR HAROLD J. Tammy & John AUSt
ABSORPTION FIELD 10' 20' 100' 100' HALLIDAY AND LYN M. HALLIDAY AY 2432 RIDGE ROAD," IN THE
TOWN OF FORT ANN, WASHINGTON COUNTY, AND IN THE TOWN OF 2440 Ridge Road
QUEENSBURY, WARREN COUNTY, NEW YORK. DATED NOVEMBER 15, Town of Queensbury&Fort Ann, Warren& Washington County, NY
2014. PREPARED BY ABL SURVEYING, PLLC
3. ADDITIONAL INFORMATION FROM WARREN COUNTY GIS, WASHINGTON Drawn: AMD Checked: GTH Scale: NOTED Date: 8/7/2019
COUNTY GIS, AERIAL PHOTOGRAPHY, AND FIELD MEASUREMENTS
7HIS IS NOT A FlELD SURVEY. ALL LOCATIONS ARE APPROXIMATE. 169 Haviland Road CONTRACTOR TO FIELD VERIFY ALL SE7BACKS PRIOR TO BEGINNING ALTERATION OF THIS DOCUMENT EXCEPT BY Queensbury, NY 12804 291476-0 -S 1
JNSTALLA710N. A UCENSED VOLATION OF NYSONAL EDUCATIONELEARWIS A Hutchins Engineering (518) 745-0307 Phone
9 9 518 745-0308 Fax
EXTERIOR WEATHERPROOF JUNCTION BOX
APPROXIMATE SUGGESTED:POLYETHYLENE EXTENSION SUGGESTED:POLYETHYLENE EXTENSION (IF NECESSARY). SEAL CONDUIT GAS TIGHT.
FINISH GRADE TO GRADE WITH TAMPER RESISTANT TO GRADE WITH TAMPER RESISTANT INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL
ACCESS COVER ACCESS COVER WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL
INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION.
TRANSITION TO 4" 12" MIN. COVER
12' MIN' OUTSIDE OF DISTRIBUTION BOX
COVER INSTALL FLOAT SWITCHES TO OPERATE D-BOX
PUMP AND MAINTAIN LEVELS AS INDICATED
rr
SEPTIC TANK NOTES 4" PVC SDR-35 ° t ° ° ° < t 1/8" PER FOOT °
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF °2" °
THE NEW YORK STATE DEPARTMENT OF HEALTH AND INLET MIN. SLOPE n ° BAFFLE
J__
BALL VALVE 2"MIN
SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY 4 LIQUID LEVEL OUTLET 4" PVC SDR-35 USE SPEED LEVELERS TO-
UTOPIA ENTERPRISES OR EQUIVALENT. MIN. SLOPE
INSTALL VALVES AND UNIONS ASSURE ALL OUTLETS ARE AT
1/4" PER FOOT SUCH THAT EITHER PUMP CAN BE EXACTLY THE SAME 2"MIN. DROP
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT 161E 18" ISOLATED AND REMOVED WITHOUT ELEVATION BETWEEN INVERTS
SAND OR GRAVEL BASE. WHERE EXISTING SOIL MIN. a REQUIRING PIT ENTRY
CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE WATERTIGHT SLEEVE AND 4" PVC SDR-35 SOLID HEADER
PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. TO PERFORATED ABSORPTION
SEAL (TYP) ALARM 3" ABOVE 'PUMP ON' BALL CHECK VALVE a TRENCH PIPING, 1/8" PER FOOT
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE a x
�u ? & LAG PUMP ON 1-1 2 MIN SLOPE
OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 0 � � / " HOPE
WHEEL LOADING. o : FLOAT SWITCHES - INSTALL INSIDE SDR-11 FORCEMAIN
1 000 GALLON PRECAST o "� PUMP ON PUMP PIT IN LOCATION ACCESSIBLE
ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. CONCRETE SEPTIC TANK =' ° WITHOUT PIT ENTRY 2" SCH-40 PVC PIPING PUMP STATION NOTES
JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED
BEFORE BACKFILLING. PUMP OFF INSIDE WET WELL THROUGH WALL SEAL ALL TANK OPENINGS WATERTIGHT.
MINIMUM 2X WIDTH UNION — LOCATE SUCH THAT
MAXIMUM 4X WIDTH PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL
16" MIN. a UNION CAN BE DISCONNECTED AND WITH VISUAL AND AUDIBLE ALARM. INSTALL SIMPLEX, DEMAND DOSE
°. VOLUME OF DOSE TO PUMP REMOVED WITHOUT TANK CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION.
8 BE 120E GALLONS
ENTRY
REDUCING TEE POINTED DOWNWARD INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN
1,000 GALLON PRECAST CONCRETE PUMP STATION WITH 1" BALL VALVE THROTTLED TO HOUSE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND
ALLOW TRICKLE DRAIN BACK INTO NA71ONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS.
WETWELL PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A
SEPTIC TANK& PUMP STATION DETAIL SIMPLEX EFFLUENT PUMP 120 GALLON DOSE.
SCALE.• NTS EFFLUENT PUMP TO BE GOULDS PUMPS WE SERIES, MODEL WE03M
SUBMERSIBLE EFFLUENT PUMP 1/3 HP, 230 VOLT, 1PH
VERIFY EXISTING 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.
f43'
12' WIDTH
TAPER AREA; f31' BASAL AREA
TAPER AREA;
1:3 MAX SLOPE 1:3 MAX SLOPE
CONSTRUCTION SPECIFICATIONS
6' TYP. TRENCH 2,5' TYP. STONE SIZE - USE 2-4" STONE, NO FINE AGGREGATES OR
SPACING I SURFACE FINISHING
\\ \ \ \ \ \/\,\/\/\/\ \/\/\/\/\r\ \ \/\/\ \ \ \ \\\\\ \ \ \ \ \ \i\�\i / • — N 6—INCHES.
_ :• : ,
\ \ \ .�,f 3� 't zip ✓- ✓ ✓ _} s}. r
s
rf �
�a
WIDTH 12 FOOT MINIMUM
.v .. ! 5 .. u ♦ ,
2 _ \ \
a . . , .. . . . , .. - ♦.- -. -•»• , .. „• - \ _ _ GEOTEXTILE HIGHWAY STABILIZATION FABRIC W/LL BE
v fpp f —t a ! ....._ .—. ....... _._..
.. ... •. .......n.... •... r ;„ ... A PRIOR TO PLACING OF
. . . .. u 77R PLACED OVER THE EN E AREA
MIN. /\
- - ---
_ FILL
.. > .. > _ .. • , . .{.• ONE.
S
/ , ..Y. .. .. l f ♦ , :. ....^" «t-• ..tom::.✓•i":�,i
_ . . .. . . . . . < ._ . . .. .a•._. ... . . . ._r.. _. . . . \ MAINTENANCETHE ENTRANCE SHALL BE MAINTAINED IN
• a
.: h . ,. 1 MIN.
n
..,..f. + ,.. •. ... ..v L. n ..n.A v , r. , ... • .. - 4 4 . •. , a•. ..'.♦a.�•
. . . .. ... . . . . ._ .a. . .. . . , . > . . . .. �a. \ A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
v
-... » :... «.•..:^:n':;��.•�:::'.;.,fir
2' MIN. SEPARATION EXISTING GRADE f EXISTING GROUND HIGHWAY STABILIZATION 6" MINIMUM DEPTH OF 2-4 INCH STONE CONTAINING of SEDIMENT oNTo PUBLIC RIGHTS-OF-WAY, ALL
" SEDIMENT WASHED OR A ONTO
NO FINE AGGREGATES OR SURFACE FINISHING
— — TBER 1 LY
_ P BLIC RIGHTS OF W MU
SEASONAL NIGH GROUNDWATER.:. .
AFTER REMOVING ORGANICS, RIP 1'f INTO EXISTING SURFACE REMOVE EXISTING ORGANIC CONSTRUCTION ACCESS DRIVE SECTION
SOILS AND BLEND WITH GRANULAR FILL MATERIAL. RAISED ABSORPTION FIELD SECTION MATERIAL PRIOR TO
MECHANICALLY STABILIZE WITH TRACKED EQUIPMENT PLACING SYSTEM FILL SCALE: NTS
SCALE: NTS
4" MIN TOPSOIL OVER THE _37(QUE - A REN COUNTY)
ENTIRE ABSORPTION FIELD;
SEED & ESTABLISH 'TURF
OVERFILL TO ALLOW F
BACKFILL FREE OF FOR SETTLEMENT 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION
Dig Safely.
STONES OVER 3" FIELD; SEED AND ESTABLISH TURF
FILTER FABRIC MIRAFI 140N OR EQUIVALENT
_ _ _ New York
j_I�I—I�hI — —_ --- ®Call Before You Dig -
-i�I—III—III—III—III—III—I�I-
12" MAX -III=III=III—III=I _ Walt The Required Time -2 SU NSBURY FOR SEPTIC VARIANCE 112112020
q
FILTER FABRIC — — — — — _ E Respect Thei Mates Response
MIRAFI 14OFABRIC
" I`I I I -- " Dig Withpest Care
` �`REVISED PER APA COMMENTS i/20/2020
OR EQUAL 2 TRENCH WIDTH 6-12 6 MIN. 800-962.7962 SENT TO APA WITH JIF 912312019
2" MIN. O Soo SLOPE- O� O www.al sate ne ..
00 00� 9 h� wyork.com
N-1 -IVo. Revisions Date
2" MIN. ��0 WASTEWATER SYSTEM DETAILS
"� o�o�oo� o 0 ova
12 MIN.
6" o�O pU�DD�O 6" pco%yeo-��,(
0 4" PERFORATED PVC LATERAL,
prepared for:
4Q�U�0 �0 od°oi� o � SLOPE 1/16 1/32 PER FT. END CAP Tammy & John AUSf
3/4" TO 1-1/2" ASHED 4" PERFORATED PVC LATERAL, 3 4" TO 1 1/2" 2440 Ridge Road
CRUSHED STONE SLOPE 1/16 - 1/32 PER FT. CRUSHED STONE ABSORPTION TRENCH PROFILE Town of Queensbury& Fort Ann, Warren& Washington County, NY
SCALE: NTS
ABSORPTION TRENCH SECTION Drawn: AMD Checked: GTH Scale: NOTED Date: 81712019
SCALE: NTS 169 Haviland Road ��++
ALTERATION OF THIS DOCUMENT EXCEPT BY Queensbury, NY 12804 29 476-0 '�72
A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone
VIOLATION OF NYS EDUCATION LAW. H tchins Engineering 518 745-0308 Fax