1.1
1.1
WASTEWATER-SEWER\\APPROVE\\Carey Michael - Replacement System With Enhanced Treatment Unit ETU Absorption Field to Well and Lake George – 1-24-2022
RESOLUTION APPROVING MICHAEL CAREY, JR.’S APPLICATION
FOR SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: ___________________________________________________, 2022
INTRODUCED BY: ___________________________________________________
WHO MOVED ITS ADOPTION
SECONDED BY: ___________________________________________________
WHEREAS, Michael Carey, Jr., (Applicant) filed an application for variances from provisions
of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a replacement
wastewater treatment system with its Enhanced Treatment Unit (ETU) Effluent Absorption Field to be
located:
1. 82’ from the neighboring well instead of the required 100’ setback; and
2. 87’ from Lake George instead of the required 100’ setback;
on property located at 28 Holly Lane in the Town of Queensbury, and
WHEREAS, the Town Clerk’s Office published the Notice of Public Hearing in the Town’s
official newspaper and the Local Board of Health duly conducted a public hearing concerning the
th
variance requests on January 24, 2022, and
WHEREAS, the Town Clerk’s Office has advised that it duly notified all property owners
within 500 feet of the subject property,
NOW, THEREFORE, BE IT
RESOLVED, that
1. due to the nature of the variances, the Local Board of Health determines that the
variances would not be materially detrimental to the purposes and objectives of this
Ordinance or other adjoining properties nor otherwise conflict with the purpose and
objectives of any Town plan or policy; and
2. the Local Board of Health finds that the granting of the variances is necessary for the
reasonable use of the land and are the minimum variances which would alleviate the
specific unnecessary hardship found by the Local Board of Health to affect the
Applicant; and
BE IT FURTHER,
RESOLVED, that the Local Board of Health hereby approves the application of Michael
Carey, Jr., for variances from the Sewage Disposal Ordinance to install a replacement wastewater
treatment system with its Enhanced Treatment Unit (ETU) Effluent Absorption Field to be located:
1. 82’ from the neighboring well instead of the required 100’ setback; and
2. 87’ from Lake George instead of the required 100’ setback;
on property located at 28 Holly Lane in the Town of Queensbury and bearing Tax Map No: 239.12-2-
57, and
BE IT FURTHER,
RESOLVED, that the E nhanced Treatment Unit shall be maintained by the property owner in
accordance with the manufacturer’s recommendations for the life of the system, and
BE IT FURTHER,
RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by
certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and
BE IT FURTHER,
RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice
to the Adirondack Park Agency and shall be subject to any lawful action by the Adirondack Park
Agency during such period.
th
Duly adopted this 24 day of January, 2022, by the following vote:
AYES :
NOES :
ABSENT:
t � s
t
I LANDS N F OF NO WELL
A
E sTINc tt HOGAN OBSERVED SITE SOILS DATA
WELL TEST PIT
I TP-1 - 101812021 BY TOM HUTCHINS, P.E.
0-7" - TOPSOIL y .
i 7-29" MEDIUM BROWN FINE SAND WITH SILT,
i FEW COBBLES AND BOULDERS, PRIOR FILL
29-52" - LIGHT BROWN FINE SAND AND SILT, .`
325 320 DOCK FEW COBBLES AND BOULDERS
330
t REMNANTS OF OLD FIELD 0 36"
t
ENTIRE DEPTH
_ ...__
DRYGROUNDWATER EWDENCE
tPROPOSED 15Z
PIPE-IN-STON
ABSORPTfONO 1 11
82' - N 6 33 50 E I P
IPF -
730 ECAST CavcRETE
{ -1— PUMP STA77ON 8T r
FORCEMAI SHED `? SITE LocaTloN LOGO 7ION MAP
10' P.L. SETBACK O
�-- fi-- oisrnieuBO : SYSTEM INSTALLATION NOTES
-40
ENHANCED TREATMENT UNIT •', � � ,
CONSIRUC71ON SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD
SYSTEMS AND ASTM F481 INSTALLA77ON OF 7HERMOPLAS71C PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
1
H �o ''• \ , AFTER EXCAVATION OF 15' WIDE X 25':LONG ABSORPTION BED TO THE DEPTH REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN
CONNECTED 10 EYJS77NG \� DOCK ORDER TO LOOSEN SMEARED AREAS OF SOIL.
I � OUSE SEWER
-I �� `� '� r\ �'z/ �' � ` '��. � '; F • PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION
zu
ci } 5:
S q TP 1� OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE.
INSTALLED
3:. � r+:r�-,.'.' :. ., ; �`i,r."�r'v:r�`• ,tea�,.- �--; '� ,L W
. THE PIPE SHOULD BE LAID AT THE.GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, DR
SF OTHER UNSUITABLE CONDITIONS PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES
$�
cr LAKE
- ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD.
- x.... _ fi ...__ GEORGE
70
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED.
-
1 ,
I 100 I . •: ::- � = x� N THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN
Cl) ` _._ :�'K i a_ c ; _:::_. x_ _._:' _- FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA
s
m TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF NON-CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY
O -'2 � = TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM.:�r- �: .�. .__ DECK � ,�
LAMP N Y : _ ` DOCK
y �
Z 1 CONCRETE SEPTIC AN,
171 BE REMo � A MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM.
�C 1 ROOF, FOOTING, GARAGE; CELLAR AND SURFACE WATER DRAINAGE M S LU
CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD.
i
,
—� '} SEPTIC EA7MENT TANK AND ABSORPTION BED MUST BE INSPECTED BY TOWN OF QUEENSBURY BUILDING INSPECTOR AND DESIGN ENGINEER PRIOR
TO BACKFILL AND FINAL GRADING
SYSTEM MATERIAL SPECIFICATIONS
ABSORPTION FIE D AGGREGATE
STONE IS TO BE 3 4" TO 1-1 2" WASHED CRUSHED STONE.
/ /
- EFFLUENT SEWER PIPE
E 4" SD 35 SCHEDULE 40 1 PER FOOT UM LOPE
,, PIPING TO B R VC. INSTALL N?7H /8 P T MINIM S
---- - i 14;943 s ,ft. FILTER FABRIC °� P
FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARA71ON FABRIC, TENCATE MIRAFI 14ON OR EQUIVALENT.
0.34 acres
FORCEMAIN
PIPING TO BE 1-1 2" SDR-11 HDPE, PROVIDE POSITIVE DRAINBACK TO PUMP STATION.
EXIS"1IlVG HOUSE SEWER PIPE
GARAGE / , PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE
L 2-B/R
CRUSHED ABOVE O , TOPSOIL
1 STONE PLACE 4" MINIMUM TOPSOIL OVER EN77RE BACKFILL .AREA: SEED, MULCH, AND ESTABLISH TURF.
1 DRIVE91±
1
I J
12` WASTEWATER SYSTEM DESIGN
2-BEDROOM RESIDENCE + 2-BEDROOM ABOVE GARAGE
�/ �/ �+ DESIGN FLOW 110 GPD/BEDROOM
l `'t 3 . V 4 1 LP SYSTEM DESIGN FLOW - 440 GPD
� - S�6 � 33 1 50 14 1A/ \� � � _ �, ;# ENHANCED TREATMENT UNIT - NORWECO NSF 4o ETU.
I PF YVV i PUMP STA71ON NEW 1,000 GAUON PRECAST CONCRETE
.�----
_ , BAE' ,• DESIGN APPLICA170N RA 0.8 GPD/SF D 0
6 7 M N PERCOLATION RA IN/1 11 7E
i
- 330
GARAGE `325 320 ABSORPTION BED AREA REQ'D = (440 GPD)/(0.8 GPD/SF)
t I DOCK
= 550 SF
EXISTING ;
WELL I HOUSE 33% E.T.U. REDUCTION REQUIRED AREA = 369 SF
;r
; N O WELL. ' BBsoRPT1oN BED AREA PROVIDED = 15'x25' = 375 SF
OBSERVED LANDS N/F OF VARIANCE SUMMARY POTABLE WATER SUPPLY IS LAKE SUPPLY
MAINTAIN 10' MINIMUM SEPARA71ON BETWEEN WATER SUPPLY
t GO L DSC H E I D E R & ABSORPTION FIELD TO NEIGHBOR'S WELL LINE(S) AND ALL WASTEWATER SYSTEM COMPONENTS
i 900' REQUIRED
WASTEWATER SYSTEM PLAN ENGEMAN 82' PROPOSED TAX MAP # 239.12-2-57
18' RELIEF REQUESTED
Dig Safely.
SCALE: 1"=10' -ABSORPTION FIELD TO LAKE ®�/100' REQUIRED NeW® i York
GRAPHIC SCALE 87' PROPOSED
5 0 2.5 5 10 20 13' REUEF REQUESTED ■Can Before You Dig
■Walt The Required Time
■Confirm Utility Response
(. FEET ) E Respect Marks 1 PER FIELD MEE77NG WITH LOCAL BOARD OF HEALTH 112412022
IN CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES 800-962-7962 0 ISSUED FOR SEPTIC VARIANCE 1211612021
—_dlgeatelynewyerk*-n
No. Revisions Date
MAP REFERENCE: WASTEWATER SYSTEM PLAN.
BASE MAP INFORMATION. FROM "MAP OF A
TOPOGRAPHIC SURVEY MADE FOR DONALD & PAIRICIA prepared for.
BLAIS;" IN THE TOWN OF QUEENSBURY, WARREN MfClla@l �ial"@�/Jr.
WASTEWATER SYSTEM SETBACK REQUIREMENTS COUNTY, NEW YORK. DATED MARCH 15, 2004. LAST
REVISED FEBRUARY 29, 2004. PREPARED BY: 28HOByLane
STREAM, LAKE Town of Queensbury, County of Warren, State of New York
PROPERTY LINE HOUSE WA�U S& W LL .v an D us �h
Drawn: JRS Checked:GTH Scale: N07ED Dote: 6/1 2021
SEPTIC TANK 10' 10' 50' 50' S t,e v e S
169 Havilond Rood
LmSORPTION HELD 10' 20' 1 100' 100' y ALTERATION OF THIS DOCUMENT EXCEPT BY y NY 12804 Land Surve Ors Queensbur , 291 774-01-51
189 sa.IIand Road Qum=bm7, New York 128" A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone
51a m—"74 New York Lio. No. 60135 VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering_ PLLC (518) 745-0308 Fax
EXTERIOR WEATHERPROOF JUNCTION BOX
(IF NECESSARY). SEAL CONDUIT GAS TIGHT.
INSTALL POLYETHYLENE EXTENSION INSTALL POLYETHYLENE EXTENSION INSTALL CONTROL PANEL IN HOUSE. ALL
TO GRADE NTH TAMPER TO GRADE WITH TAMPER ELECTRICAL WORK TO BE INSPECTED BY A
RESISTANT ACCESS COVER RESISTANT ACCESS COVER CER77FIED ELECTRICAL INSPECTION AGENCY
(NON-TRAFFIC AREAS) (NON-TRAFFIC AREAS) PRIOR TO START-UP OF PUMP STATION.
INSTALL FLOAT wsw : ; _,. . TRANSITION TO 4" 12" MIN. COVER
_-�..�..��.N .�..; DISTRIBUTION BOX
INSTALL SALCOR ULTRAVIOLET SWITCHES TO OPERATE
® TREATMENT UNIT PUMP AND MAINTAIN OUTSIDE OF D-BOX
1/4" PER FOOT LEVELS AS INDICATED
MIN. SLOPE
1/8" PER FOOT
[Y--
MIN. SLOPE
4" HOUSE SEWER BAFFLE
PVC. SDR-35 OR SCH-40 LIQUID LEVEL LIQUID LEVEL O D 4" EFFLUENT SEWER BALL VALVE 2" MIN.
Oo O D USE SPEED LEVELERS TO
O o INSTALL VALVES AND ASSURE ALL OUTLETS ARE 2' MIN, DROP
O O 8 UNIONS SUCH THAT EITHER AT EXACTLY THE SAME
BETWEEN INVERTS
PUMP CAN BE ISOLATED ELEVA77ON
O 000 D <. AND REMOVED WITHOUT 4' PVC SDR-35 SOLID HEADER
REQUIRING PIT ENTRY
O O O O D TO ABSORPTION LATERALS, 1/8"
ALARM 3" ABOVE 'PUMP ON' BALL CHECK VALVE PER FOOT MIN SLOPE
& LAG PUMP ON 1-112" HDPE
SDR-11 FORCEMAIN PUMP STATION NOTES
PUMP ON FLOAT SWITCHES - SEAL ALL TANK OPENINGS WATERTIGHT
INSTALL INSIDE PUMP PIT 4A 1-1/2' SCH-40 PVC PIPING
IN LOCATION ACCESSIBLE INSIDE WET WELL THROUGH WALL PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH
PUMP OFF K17HOUT PIT ENTRY VISUAL AND. AUDIBLE ALARM. INSTALL SIMPLEX, DEMAND DOSE CONTROL
UNION - LOCATE SUCH THAT PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION.
16" MIN. UNION CAN BE DISCONNECTED AND
d INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE
VOLUME OF DOSE TOZ PUMP REMOVED IIINOUT TANK IN ACCORDANCE NTH MANUFACTURERS INSTRUCTIONS AND NATIONAL
BE 90f GALLONS ENTRY ELECTRIC CODE (N.E C.) REQUIREMENTS
NEW NSF-40 ENHANCED TREATMENT UNIT ^ :d .a REDUCING TEE POINTED DOWNWARD PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A 80
1,000 GALLON PRECAST CONCRETE PUMP STATION WITH 1" BALL VALVE THROTTLED TO GALLON DOSE.
ALLOW TRICKLE DRAIN BACK INTO
WETWELL EFFLUENT PUMP TO BE GOULDS PUMPS WE SERIES, MODEL WEO3L
SUBMERSIBLE EFFLUENT PUMP 1/3 HP, 230 VOLT, 1PH
C� pp GOULDS WNEO3L EFFLUENT PUMP
ENHANCED TREATMENT UNIT& PUMP STATION DETAIL VERIFY EXIS77NG ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP.
NIS ALL ELECTRICAL WORK TO BE INSPECTED BY A CER71FIED ELECTRICAL
INSPEC71ON AGENCY PRIOR TO START-UP OF PUMP STATION.
LIMIT OF 15'x25' 4" PERFORATED PVC LATERALS
STONE BED INSTALLED NEAR LEVEL IN
BED CONFIGURA77ON
PROPOSED
_.r r DISTRIBUTION BOX
4 MINIMUM TOPSOIL ON SHALLOW`BED FILL MATERIAL NOTES `s ` y ✓✓ r` Y u ✓ r a } f j ' ✓ ✓ TRANSITION FORCE
J.'CA lf': -f Y✓`' . �... '1. / !_f Iss d/-d.i_ / !'" d- ./�
EN71RE BACKFILL AREA; APPROXIMATE i 2 5 r ✓'x ✓ r i " r)` r ✓ > , > ✓ �..,, f -.' "
6-12" OF SHALLOW BED SEED AND ESTABLISH TURF EXISTING GRADE AFTER REMOVING ORGANICS, PLACE SYSTEM FILL AS NEEDED TO ;fir_,% :�•�+. ,s %r _ F ; %:'- � �F;A ' ' ': MAIN TO 4 PVC
" r Y OUTSIDE OF D-BOX
FILL MATERIAL BLENDED 25' BED ESTABLISH REQUIRED GRADES OVER THE EN71RE AREA OF x% - < C
INTO EXISTING GRADEti , > s , , rr,ffkrr . - + trrra� � ar + a=`
PROPOSED ABSORP7ION FIELD AND TAPER AREA. �': f ,, .
,---SLOPE LENGTH t , l s (. c". ��
.. .. , _:: .'_ ... .:•... .. :,.,.. � 1.���.f�..,�.,.-/'C. _-•C -,;.ter _ _ �/- i-
SHALLOW BED FILL TO BE GRANULAR SANDY MATERIAL
-1:.
� r
IN PLACE PERCOLATION RATE' OF 3-5 MIN INCH. FILL TO 8E _�:.. - �; -� � -•", •�,;-� •, •"� •-� -,<, r •
,..._ ... ;. .::- ..-.,..; _ . .__..__., ._. _, _ . ....._.:.........: __. _ _ ,...-. -_.. ..... ..... ._.. - STABILIZED IN 6 LIFTS TO REQUIRED GRADES PRIOR TO
CONSTRUCTING ABSORP110N BED FILL MATERIAL, INCLUDING A ���:.: ,- -;�✓��_,� 4�,.-�, ,�� �� ��,�:�;�.'� `,,-. ,_ � � � ,�.,;., sue,- r �
4" TOPSOIL LAYER SHALL EXTEND 3' HORIZONTALLY FROM THE `' J
BLEND GRANULAR MATERIAL FOR �..<'_�!1 �.� t.,f t� �� �� � � r, �.�.t, � •.-���;•'e A,.:.< ,� '.,, �:< �:,< � r
" 4 SDR-35 PVC PERFORATED FILTER FABRIC, TENCA 7E EDGE OF THE BED. TAPER THE FILL AREA TO-MEET W17H THE �x �� � x ,., �=� � ��: �,� � ,�, , �„r�ti� �k�{�, ; �-f �•, < ,
18 BELOW ABSORP77ON AREA LATERAL INSTALLED NEAR LEVEL MIRAFI 140N OR EQUIVALENT
IN BED CONFlGURA7TON EXISTING GRADE AT A MAXIMUM 1:3 SLOPE
ABSORPTION BED PROFILE 2 � ¢ v
- .s '�+ 5 � �. S f C.<�.s'`"�f � �..� '����..�.,r` a � d� M¢ r� j_< i
N75 t� �: _ � <
v / � ��.. f.i,2" d'` fri�~•u•�F.""ice`.1�`.i,rri^._
�` 25'
ABSORPTION BED PLAN
NTS
4" TOPSOIL COVER ABOVE 4" PVC PERFORATED LATERAL FILTER FABRIC
TOP OF STONE BED; INSTALLED LEVEL, IN BED MIRAFI 140N OR EQUAL
SEED & ESTABLISH TURF CONFIGURATION NTH MANIFOLDED ENDS 5' PIPE SPAGiVG 2.5' TO EDGE
OF BED
6-16 Dig %Safely,
COVER New ®York
2" STONE _ K. rYou Dig
r_ a ' x f` `.✓ _ s ■Walt ThN Call Bee Rore eyulred Time
a yr Y, 3� y? �_. w
p
f t h, ■Confirm Utility Response
COVER OVER � � `„ cr � ,`�, .�-�' �; '� '� �,--,• .� „'�,,.;.�,,:�., � '.: � �; � ,� ��t�:�� 12 TOTAL
PIPE :,� ... ._�, - .:_,,'� STONE DEPTH 0 Respect The Marks
-� ? �f f - 0 Dig With Care 1 PER FIELD MEETING WI1H LOCAL BOARD OF HEALTH 112412022
6' MIN STONE r 800■962.7962 0 ISSUED FOR SEP77C VARIANCE 1211612021
BELOW PIPE BED WIDTH & GEOMETRY PER PLAN 2 MINIMUM g "y
1
SEPARATION No. Revisions Dote
- TO BOUNDARY
_ _ CONDITION WASTEWATER SYSTEM DETAILS
prepared for:
3/4'-1-1/2" WASHED BLEND GRANULAR MAi'ERIAL FOR-1NIICl7a@I Care Jr.
CRUSHED STONE 18" BELOW ABSORF-71ON AREA y
28 Holly Lane
ABSORPTION BED SECTION Town of Queensbury, County of warren, State of New York
N1S Drawn: JRS Checked: GTH Scale: NOTED Date: 61112021
169 Haviland Road
ALTERATION OF THIS DOCUMENT EXCEPT BY Queensbury, NY 12804
A u�ola�o PROFESSIONAL EDucATNio�� Is A Hutchins Engineering PLLC (518) 745-0307 Phone 291 774-01-S2
9 (518) 745-0308 Fax