1.2 1.2
WASTEWATER-SEWERIAPPROVE\Spawn—Replacement-Absorption Field to Lanes and Well—ETU System-In APA-4-18-2022
RESOLUTION APPROVING BETTY SPAWN'S APPLICATION FOR
SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: 12022
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, Betty Spawn (Applicant) filed an application for variances from provisions of the
Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a new enhanced
treatment on-site wastewater treatment system with certain components of it to be located as follows:
1. Absorption field toe of fill to be 2' from the northerly property line in lieu of the
required 10' setback;
2. Absorption field toe of fill to be 1' from the easterly property line in lieu of the required
10' setback; and
3. Absorption field toe of fill to be 76' from the well and absorption bed to be 83.7' from
the well in lieu of the required 100' setback(s);
on property located at at 26 Knox Road 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
variance requests on Monday, April 18t', 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 Betty Spawn
for variances from the Sewage Disposal Ordinance to install a new enhanced treatment on-site
wastewater treatment system with certain components of it to be located as follows:
1. Absorption field toe of fill to be 2' from the northerly property line in lieu of the
required 10' setback;
2. Absorption field toe of fill to be 1' from the easterly property line in lieu of the required
10' setback; and
3. Absorption field toe of fill to be 76' from the well and absorption bed to be 83.7' from
the well in lieu of the required 100' setback(s);
on property located at at 26 Knox Road in the Town of Queensbury and bearing Tax Map No: 239.7-
1-22, and
BE IT FURTHER,
RESOLVED, that the Enhanced Treatment Unit (ETU) 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 review by the Adirondack Park Agency during
such period.
Duly adopted this 18t'day of April, 2022,by the following vote:
AYES
NOES
ABSENT:
169 Haviland Road
Queensbury, NY 12804
Hutchins Engineering PLLC Phone: (518)745-0307
Fax: (518)745-0308
April 11, 2022
234
4� S 6
Town of Queensbury Local Board of Health
742 Bay Road
Queensbury NY 12804.
Re: Betty Spawn —26 Knox Road —Assembly Point APR 1 1 2022
QUEENSBURY
Septic-Variances CLERKS OFFICE
Tax Map ID: 239.7-1-22 ,O
Dear Supervisor Strough and Town Board,Members:
This office represents the Spawn family with respect to a new enhanced'treatment on-site
wastewater treatment system and associated septic variances for their home at 26 Knox Road on
Assembly Point. On March 30, 2022, we made a variance submission to the Board in which we
proposed a new Puraflo0 Peat Biofilter on-site wastewater treatment system over the
northeasterly portion of the parcel.; Subsequently, the design has been revised to a Fujiclean
-Enhanced Treatment Unit with a shallow pipe-in-stone absorption bed.
Presently, the camp has an old wastewater system, which we understand is a metal septic-tank
With a drywell, situated close to the rear.of the home, approximately 60 feet from the parcel's well.
It is proposed to remove the existing system as part of the project and to install the new system.
Given the site constraints and well location, it is not possible to install a compliant absorption field.
upon the parcel, therefore three variance requests to the Local Board of Health are requested for
the project. These requests are itemized on Sheet S2 of the project plans and consist of: property
lines setback relief for the Absorption field (toe of wall for fill) and well setback relief for the
Absorption Field.
It is our opinion that this new enhanced treatment system will provide a vast improvement for the
parcel and the neighborhood. Given the deficient setback to the existing well, our clients propose
to install a UV disinfection system for their water supply.
Enclosed please find 10 sets of updated project plans. We look forward to discussing the
application with.the board at the April 18, 2022 meeting. Please contact me with any questions
that you may have or if you would like to perform a site visit. Thank you for your assistance with
the project.
Best reggitds .-
- t
Lucas W. Dobie,_P.E.
Associate/Partner—Design Engineer
Enclosures
,Hutchins Engineering PLLC
WASTEWATER SYSTEM DESIGN WASTEWATER SYSTEM FILL
3—BEDROOM RESIDENCE MATERIAL NOTES 4" PVC. PERFORATED 4" MIN. TOPSOIL, SEED, MULCH
FILTER FABRICS DISTRIBUTION LATERALS AND ESTABLISH TURF
WATER SAVING FIXTURES AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER THE ENT]RE (TYPICAL)(1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) AREA OF PROPOSED ABSORPTION BED AND TAPER AREA. 307 ) W/MANIFOLDED ENDS NATURAL BOULDER WALI
DESIGN FLOW — 110 GPD/BEDROOM 307
SYSTEM DESIGN FLOW — 330 GPD "ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND 306 5' TO TOP OF TAPER 15' 5' TO TOP OF TAPER
OR SANDY LOAM WITH IN—PLACE PERCOLATION RATE OF 3-6 MIN/INCH AND NO _ 306
ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 10% BY WEIGHT SHALL BE
PRETREATMENT TANK — FUJICLEAN MODEL CE-5 E.T.U. 0.8' FIELD 1.3' 0.8'
FINER THAN 0.05mm. AT LEAST 2590 OF THE MATERIAL BY WEIGHT SHALL BE IN 305 ' CROWN CROWN FIELD
THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15Y. OF THE MATERIAL BY WEIGHT
305
PUMP STATION — 500 GAL PRECAST CONCRETE SHALL BE LARGER THAN A 1/2" SIEVE. . ,� ,.
:.., .
f..
W DUPL ALTERNATING PUMP 'S & DEMAND DOSING ••• • •, :
ABSORPTIO
N AREA SYSTEM FILLMATERI AL SHALL BE INSTALLED TO PROVIDE
DE .., . •`SYSTEM F304
ILL
MINIMUM OF 3-FEET BETWEEN SEAS � •SEASONAL HIGH GROUNDWATER •''• • '•"�"`'
34 AND BOTTOM •
:..
SYSTEM FILL
OF ABSORPTION BED. ONLY SYSTEM :.:.,.. .,, ..,..:. : :. ..:::. .. ... ,,.;:.......':.,
303
DESIGN APPLICATION RATE. 0.6 GPD SF, BASED ON STEM FILL MATERIAL SHALL BE INSTALLED .,;..•,. ...,,,.,..: ,. .. - - ,, - ,:_....•• 12
THROUGHOUT THEABS • : - - ,
ORP170N BED AREA AND TAPER AREAS. • ...•. .: •••. -..•• •.••• .:.•• .,. -,..•r•.. , ,... >. ,;• ,:_ '•'STONE DEPTH.,.:• r. .a. , ..... ... .,.. .k.: k. ... .
11-15303
M N IN PERCOLATION ,TON RATE
__ ..... _.. �.. �._.�_ •...a u �—... .i..._+tea_•..`_�.e•'tL �.�+ ,. ' ••• ":. .EXISTING.GRADE 302 5 .. - '
ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN - • -
6 LIFTS WITH TRACKED EQUIPMENT 12 TOTAL STONE
302
ABSORPTION BED AREA REQ D — 330 GPD 0.6 GPD SF Q T PRIOR TO WSTALLA110N OF ABSORPTION
( )/( / ) DEPTH, 6 BELOW
550 SF TRENCHES. 302
3 MIN.
PERF. PIPE
INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL 301 SEPARATION
337. E.T.U. REDUCTION AREA REQ'D = 369 SF PRIOR TO TRANSPORTING TO SITE TO BOUNDARY 301
CONDITION
300
ABSORPTION BED AREA PROVIDED = 15'x25' = 375 SF — — — .—— — — — — — — — — r. 300
SYSTEM INSTALLATION NOTES - _ __ - - -- -- - - --- _ _ - - _ _ - - - - - - - � - - _ � _ — — — - - - - - � — _ � BOUNDARY CONDITION @34
- - - -- - - - - - - - - - - -
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN - _ -
• SEAS ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL 299 SEASONAL HIGH GROUNDWATER 34 - 299
• PROVIDE 3—FT OF SEPARATION TO SHGW
HOUSEHOLD SYSTEMS AND THE MANUFACTURER ANUA'S INSTRUCTIONS.
• POTABLE WATER SUPPLY TO BE EXISTING WELL, AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED THE 298
UV DISINFErnO.y TO BE INSTALLED ON WATER SUPPL
' REMOVE ORGANICS & TOPSOILJ PROPOSED 15'x25'J 298
Y WALLS AND FLOOR OF BED SHALL BE CLEANED AND RAKED IN ORDER TO PRIOR TO PLACING SYSTEM FILL STONE ABSORPTION BED ABSORPTION FIELD SECTION
ION
LOOSEN SMEARED SECTIONS OF TRENCH.
SYSTEM MATERIAL SPECIFICATIONS SCALE: 1"=2'
PLACEMENT OF CRUSHED STONE, DISTRIBUTION PIPING AND FILTER FABRIC
EFFLUENT FILTER SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID
EFFLUENT FILTER TO BE INSTALLED AS SANITARY TEE ON INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE
OUTLET PIPE FROM SEPTIC TANK TO PUMP STATION TO BE A ABSORPTION BED.
COMMERCIAL EFFLUENT FILTER WITH 1/32—INCH FILTRATION,
POLYLOK PL-625. DISPOSAL FIELD SHALL BE GRADED TO SHED RAINFALL AWAY FROM THE '/—EXTERIOR WEATHERPROOF JUNCTION BOX
HOUSE SEWER PIPE DISPOSAL FIELD. (IF NECESSARY). SEAL CONDUIT GAS TIGHT.
500 GAL PRECAST CONCRETE 30" POLYETHYLENE EXTENSION INSTALL CONTROL PANEL IN HOUSE. ALL
PIPING TO BE 4" SDR-35 OR SCH-40 PVC, INSTALL WITH DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER SEPTIC TANK W/EXTRA TO GRADE WITH TAMPER ELECTRICAL WORK TO BE INSPECTED BY A
1/4" PER FOOT MINIMUM SLOPE. ABSORPTION SYSTEM HAS BEEN INSTALLED. HEAVY DUTY TOP AS RESISTANT ACCESS COVER CERTIFIED ELECTRICAL INSPECTION AGENCY
EFFLUENT SEWER PIPE INSTALL POLYETHYLENE EXTENSION DUPLEX PUMP STATION PRIOR TO START—UP OF PUMP STATION.
TO GRADE WITH TAMPER TO BE DAMP—PROOF CHAIN ON PUMP TO TOP 2" MIN. DROP
PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES. RESISTANT ACCESS COVER TAR COATED ON OUTSIDE OF TANK TO ALLOW FOR DISTRIBUTION BOX BETWEEN INVERTS
FUTURE PUMP REMOVAL
1/8" PER FOOT MINIMUM SLOPE. (NON—TRAFFIC AREAS) BY CONTRACTOR WITHOUT ENTERING TANK
FORCEMAIN ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST
PIPING TO BE 2" SDR-26 PVC. MAINTAIN 3' MINIMUM COVER BE EXCLUDED FROM THE WASTEWATER SYSTEM. 9
AND POSITIVE DRAINBACK TO PUMP STATION. TRANSITION TO 4"
ABSORPTION BED AGGREGATE OUTSIDE OF D—BOX
STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. „ CONCRETE BAFFLE 2" MIN.
kj
FILTER FABRIC 1/4 PER FOOT ° a e
MIN. SLOPE 2" 1/8" PER FOOT ° USE SPEED LEVELERS TO ASSURE
FILTER FABRIC TO BE 4.8 OZ/SY NON—WOVEN SEPARATION MIN. SLOPE ALL OUTLETS ARE AT
FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. 4" HOUSE SEWER BALL VALVE OO . EXACTLY THE SAME ELEVATION
FILL MATERIAL 4" EFFLUENT SEWER 4" PVC SDR-35 SOLID
INSTALL VALVES AND HEADER TO MANIFOLD PIPING
FILL MATERIAL TO BE GRANULAR LOAMY SAND AS DESCRIBED UNION SUCH THAT
1N "FILL MATERIAL NOTES." CONCRETE ANTI—FLOTATION COLLAR ALL PUMP CAN BE 1/8" PER FOOT MIN SLOPE
AROUND PER INSTALLATION MANUAL ISOLATED AND
TOPSOIL REMOVED WITHOUT ° �1-1/2" SDR-26
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD ---2' REQUIRING PIT ENTRY PVC FORCEMAIN
AREA. SEED AND ESTABLISH TURF. —ALARM/LAG PUMP ON PROVI
DE POSITIVE
1!' 6" ABOVE 'PUMP ON' DRAINBACK TO
`— 59" / PUMP ON PUMP STATION
VOLUME
x a OF DOSE 1-1/2" SCH-40 PVC
PUMP OFF ° 50 GALS PIPING INSIDE WET WELL
10'—MAX36" FENCE POST DRIVEN \ 12" MIN THROUGH WALL
O.C. A —7 MINIMUM 16" INTO GROUND STANDARD SPECIFICATIONS FOR SILT FENCE FLOAT SWITCHES - INSTALL GATE VALVE
DEFINITION INSIDE PUMP PIT IN ° ° °
WOVEN WIRE FENCE A TEMPORARY BARRIER OF GEOTEXTILE FABRIC INSTALLED ON THE CONTOUR LOCH 110N ACCESSIBLE a a a,° a° a ° ° ° REDUCING TEE POINTED DOWNWARD WITH
(MIN. 14" GA. W/MAX ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL WITHOUT PIT ENTRY 1" BALL VALVE THROTTLED TO ALLOW
6" MESH SPACING) DRAINAGE AREAS OF DISTURBED SOILS.
TRICKLE DRAIN BACK INTO WETWELL
PURPOSE
TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED FUJICLEAN USA MODEL CE-5 f _
J � UNION LOCATE SUCH THAT UNION
SEDIMENT LOAD. ENHANCED TREATMENT UNIT
CAN BE DISCONNECTED AND EACH
APPLICATION PUMP REMOVED WITHOUT TANK ENTRY
— MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE EXCAVATION, PREPARATION, AND 12" OF 3/4-1-1/2" BALL CHECK VALVE PRECAST CONCRETE
BACKFILL TO BE COMPLETED IN ANTI—FLOATATION
L FENCE PLACED ON A SLOPE CRUSHED STONE
ACCORDANCE WITH MANUFACTURER'S DUPLEX EFFLUENT PUMPS
BASE EXTENSION
� 1:2 SLOPE (509a) 25—FT
GOULDS 3885 WE SERIES BY MANUFACTURER
� 8"MIN. 1:3 SLOPE (3390) 50—FT INSTALLA ON MANUAL.
1:4 SLOPE OR L 100—T MAINTENANCE CONTRACT NOTE
1:5 SLOPE OR LESS 100—FT
/ —SILT STOP EMBED — MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 1/4 A MAINTENANCE AND SERVICE CONTRACT BETWEEN SYSTEM IN GROUND 8" MIN. SEPTIC TANK & PUMP STATION DETAIL
ACRE PER 100—FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF 1.5 OWNER AND MANUFACTURER'S REPRESENTATIVE IS REQUIRED
F� PERSPECTIVE —SOIL BACKFILL FEET. FOR SEMI-ANNUAL INSPECTION AND SERVICE OF THE NTS
- EROSION KILL OCCUR AS SHEET EROSION. FUJICLEAN CE-5 ENHANCED TREATMENT UNIT.
— CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE.
36" FENCE POST DESIGN CRITERIA
z SILT STOP EMBED — ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS
AS POSSIBLE, WITH A MINIMUM OF 10—FEET FROM THE TOE OF A SLOPE
IN GROUND 8" MIN. THE AREA BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED. QR '
N COMPACTED SOIL — SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED TO BE E.T.U. NOTES PUMP STATION TANK NOTES PUMP STATION NOTES 1
FLOW UNDISTURBED GROUND REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT. DUE TO HIGH GROUNDWATER TABLE AND LOW E EVA110NS OF PUMP STATION SHALL COMPLY WITH THE REQUIREMENTS OF THE SEE TANK NOTES FOR ADDITIONAL REQUIREMENTS M
— WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO ENDS 1
'11
SHALL BE OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT THE SITE, 7HE E.T.U. SHALL HAVE A CONCRETE NEW YORK STATE DEPARTMENT OF HEALTH I AND SHALL BE OF
z SEDIMENT BYPASS AT THESE CONNECTIONS. AN71—FLOATATION COLLAR ALL AROUND PER INSTALL A71ON PRECAST CONCRETE AS MANUFACTURED BY SEAL ALL TANK OPENINGS, RISER AND PORTS WATERTIGHT. PR O
UTOPIA ENTERPRISES.
FABRIC MATERIAL CRITERIA MANUAL, TO PREVENT FLOATATION.V
PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL E GRAB TENSILE STRENGTH 90 LBS ASTM D1682 R �R
SECTION ELONGATION AT FAILURE 507. ASTM D1682 PUMP STATION SHALL BE PLACED ON FIRM, COMPACT CRUSHED WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, OR S
STONE BASE. TIME DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION, G
SEDIMENT CONTROL FENCE DETAIL SJE RHOMBUS IF rCQ'
S SINGLE PHASE DUPLEX DEMAND DOSE
NTS CONTROLLER. OR
DUE TO HIGH GROUNDWATER TABLE AND LOW ELEVATIONS OF
THE SITE PUMP STATION IS TO HAVE EXTRA HEAVY DUTY TOP INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN
CONSTRUCTION SPECIFICATIONS O
AND AN71—FLOATA7ION BASF EXTENSION TO PREVENT HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND
• WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH
WIRE TIES OR STAPLES. POST SHALL BE STEEL EITHER "T" OR "U" TYPE FLOATATION. NATIONAL ELECTRIC CODE (N.EC.) REQUIREMENTS.
OR HARDWOOD. TANK TO BE DAMP—PROOF TAR COATED BY INSTALLER ON THE DEMAND DOSE PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED
• FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TO PROVIDE ALTERNATE PUMP DOSING AND TO PROVIDE A 50
TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE OUTSIDE PRIOR TO INSTALLATION. GALLON DOSE
WOVEN WIRE, 6" MAX. MESH OPENING,
• WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL COVER AND ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. PUMPS TO BE GOULDS MODEL 3885, WE03M 230V, SINGLE PHASE,
BE OVER—LAPPED BY 6—INCHES AND FOLDED. FILTER CLOTH SHALL BE JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE 35 GPM PUMP AT 20 FT TDH.
EITHER FILTER X, MIRAFI 1DOX, STABILINKA T140N OR APPROVED BACKFILLING. TANK TO BE INSPECTED FOR GROUNDWATER VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. _
EQUIVALENT. INFILTRATION PRIOR TO BACKFILL AND REPAIRED OR REPLACED 1 REVISED SYSTEM DESIGN — RE—ISSUED TO TOWN OF QUEENSBURY L.B.O.H. 41111202
• PREFABRICATED UNITS SHALL BE GEOFAQ ENVIROFENCE OR APPROVED AS NECESSARY.
EQUIVALENT.
MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED 0 ISSUED TO TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH 3130122
• WHEN "BULGES" DEVELOP W THE SILT FENCE.
No. Revisions Date
WASTEWATER SYSTEM SETBACK SCHEDULE WASTEWATER DETAIL SHEET
prepared for
PROPERTY LINE WELL WATERLINE HOUSE WATERBODIES Betty Spawn
Dig Safely. 26 Knox Road -Assembly Point
SEPTIC TANK,
El
New York PUMP STATION, 10, 50' 10, 10, 50' Town of Queensbury, County of Warren, State of New York
El Call Before You Dig FORCE MAIN
Wait The Required Time
Confirm utility Response Drawn: LWD Checked: GTH Scale: NOTED Date: 12/20/2021
Respect The Marks
ABSORPTION FIELD 10 100 169 Haviland Road
Dig With care (TOE OF FILL) (WIW VARIANCE REQ'D) (WIW VARIANCE REQ'D) 10, 20' 100'
800.962■7962 AL-ERATION OF THIS DOCUMENT EXCEPT Queensbury, NY 12804
www.digsar®iyrrewyork.com BY
LICENSED (518) 745-0307 Phone 291851 -01 -S3
SA VIOLATION OF PROFESSIONAL ENGINEER NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax
}
N -77—
'tire41,
NEIGHBORING SITE SOILS DATA SITE SOILS DATA ,
c 1( Fan
TEST PI T TEST PITS €{
� � g-` L y� �v �L'y.�: "� •,
NEIGHBORING I 517120,BY.L.W.DOBIE,AE. TP-1 -12116121 BY.L.W. DOBIE,P.E, y-
WELL TP-1H -NORTHWEST PORTION OF PARCEL PERCOLATION TEST NORTHEAST CORNER OF PROPERTY
0-20 -TOPSOIL 517120,BY.L.W.DOBIE,P.E. 0-4" TOPSOILIGRASS
20-48"-MEDIUM BROWN SAND PT-1 H -NEAR TP-1 4-34" MEDIUM BROWN COARSE SAND
\ 48-62"-MEDIUM BROWN FINE MOIST SAND "
STABILIZED PERCOLATION RATE: 34-72 GRAY-BROWN SILTY CLAY,MOTTLED t , ,
dLa Bad,
62-80 -BROWN SILTY CLAY 12 MINUTES PER INCH WATER SEEPAGE AT 45 4 *� � • "
WATER SEEPAGE @ 48" "
BOUNDARY CONDITION @ 34
STANDING WATER @ 70"
BOUNDARY CONDITION @ 48" TP-2 -12/16/21 BY:L.W. DOBIE,P.E.
NORTH-CENTRAL PORTION "
1APit wrana C
0-4" TOPSOILIGRASS °(
= 4-48" GRAY-BROWN SILTY CLAY _ w vo as L �
PROP.NATURAL BOULDER WALLHa
"'' kj
NOW OR FORMERLY '
AROUND PERIMETER OF FIELD, WATER SEEPAGE AT 14
2-2.5 f HEIGHT LANDS OF BOUNDARY CONDITION @ 14" ° s°
/.., 15 KNOX ROAD, LLC,
\ PROP.15'x 2T STONE
UBER 4085, PAGE 155
\ ABSORPTION BED Iv,
� x > 1 -"
TAX MAP: 239.7-1-21.1
i
NOTE:NO WELLS VISIBLE t �az i •}, ".. �.�. '1 �_ L
NOW OR FORMERLY
,,,r4tYMf xPIDX FsmLcy •.� �+a e
LANDS OF WITHIN 10W OF PROPOSED
�...........
ABSORPTION FIELD
JEAN WANAMAKER ' IRON PIPE r .
Po
"
LIBER 1476, PAGE 237 FOUND
r
TAX MAP: 239.7-1—43 CAPPED I N
IRON PIPE .. #
FOUND O S 84 24 50 E 1 0.00 ROD FOUN — _ S 84 24'50 E _ _ 100.00'
302. 303+ 1' 1, z :t7nr 1y ��, � t , �
EDEN
a e. Si a x NOW OR FORMERLY 5+ c
LANDS OF / l N g
LOT 1 BETTY SPAWN *3 �x .
00
LIBER 425, PAGE 295 / TP-1
_.,
SITE LOCATION
r
TAX MAP: 239.7-1-22
10'P.L.SETBACK(W►W) i
oa
00 &TP-1" W INNINSTALLED SUMMER 2021
TP-2 r.,.
I f40
Q PT-1H UNDER PLAN REF. 1. k a.,1:k ksc
FM—F r----- ------ TAX MAP: 239.7-1-23-------- -- --,
PROP.1-112 PVC SDR-26
FORCEMAIN, •, �•"., ���� ��� ( �-/ � � LANDS OF I
!� o / G ` I
�
PROVIDE 3'COVER&POSITIVE DRAINBACK
JOHN HARRIS
TO PUMP STATION
�- - I ------ ---- - AAARYJ/(RG(p(l�yA(�j� -- -- ------ --
0.31 ACRES±
v�>
(TO DEED LINE ALONG -�-f
+304.7 �O4J+ �
CENTER OF ROAD) o
LANDS OF �D�C�C7L7C�I�C�C7 L7
BETTY SPAWN 3oz3} _ --•. �'
IF
FM/ o
I 0.31 ACRES± I
(TO DEED LINE ALONG �� \ O m
t CENTER OF ROAD) O
SF SF
ao
/ o E G
D L
L .racr3_L'
EXIST.DRYWELL
GARAGE
TO BE REMOVED r
PROP.500 GAL S,c EXIST.METAL \ O
/ PRECAST CONCRETE EXIST. SEPTIC TANK
PUMP STATION METAL TO BE PUMPED
W IDUPLEX PUMPS �5,� + " GARAGE 8�REMOVED
/ S.TANK_
PROP.FU3ICLEAN CE-5 it I - SITE LOCATION
NEIGHBORHOOD MAP
ENHANCED TREATMENT UNIT
/ PROP.4"PVC SDR-35 I Y / _ iu \ 110 \
/ HOUSE SEWER, � W = ^ BREEZE SEPTIC VARIANCE SUMMARY
REPLUMB HOUSE AS NEEDED - I c I / 00 a WA Y \
-- I
o = � _ y ._..__ ... , . 1. ABSORPTION FIELD 0 NORTHERLY PROPERTY LINE
A ELD T
/ PROP.SEDIMENT � � � � m/ I S T 0 Y ^ 3 \ I� � \ �I 2OPROPOSED FOR TOE OF FILL
CONTROL FENCE(TYP.) w I W /.
z I H O U S I 8'OF RELIEF REQUESTED
j ABSORPTION BED MEETS 10 P.L, SETBACK
Ld \
% 2. ABSORPTION FIELD TO EASTERLY PROPERTY LINE
Q i % _I 10'REQUIRED I W I N � STORY 0 R Y 1'PROPOSED FOR TOE OF FILL
� � H 0 U SE �' 9'OF RELIEF REQUESTED
I N
ABSORPTION BED MEETS 10 P.L. SETBACK
3, ABSORPTION FIELD SETBACK TO SUBJECT PARCEL WELL
3a, 1 100'REQUIRED
76'PROPOSED FOR TOE OF FILL
\ 83.7'PROPOSED FOR ABSORPTION BED
24'OF RELIEF REQUESTED
4 � 1
Cp U.V. DISINFECTION TO BE INSTALLED ON SUBJECT PARCEL WELL
>
I- -
10'P.L.SETBACK( /W) ' � Q I v
I CL
Q CL. LAKE R 1
EXISTING - ; WATER ISUPPLYLIMINWELL PRETOWN R.O. W. LINE '
APPROXIMATE � � � ONLY
I N 83'5225" W 100.14' 0' IEN 85 27'10" W 98.33' REVN
oRTIo FC
I STR
DRCON
!RCN PIPE i / I W H
O FOUND f 0.05 AC. WI THIN F T
rrj (f 0.05 AC. WITHIN � NC
\ ASSUMED TOWN R.O. W.) IRON PIPE N I ASSUMED TOWN R.O. K.)
FOUND — O ' R TAX MAP # 239.7-1-22
J
20.15' / 24.64' ( —/
23.1 _ O _
30.15' O N 87'19'40" W _ —N 8456'S5' W / N 84'05'05"_W KNOX
/ N 83 5225" W 100.14' _
0 N 88'50'20" W _ ROAD
1 REVISED SYSTEM DESIGN - RE-ISSUED TO TOWN OF QUEENSBURY L.B.O.H. 411112022
---- / `"- — 0 ISSUED TO TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH 313012022
No. Revisions Date
WASTEWATER REPLACEMENT PLAN WASTEWATER REPLACEMENT PLAN
WASTEWATER SYSTEM SETBACK SCHEDULE SCALE: 1"=10' prepared for
GRAPHIC SCALE Betty Spawn
Dig Safely. PROPERTY LINE WELL WATERLINE HOUSE LAKE GEORGE
5 0 2.5 5 10 20 PLAN REFERENCE 1 : MAP REFERENCE: 26 Knox Road -Assembly Point
( IN FEET ) EASTERLY NEIGHBORING SITE PLAN INFORMATION BASE BASE SURVEY INFORMATION TAKEN FROM "MAP Town of Queensbury, County of Warren, State of New York
New ®York SEPTIC TANK,Call Before You Dig PUMP STATION, 10' 50' 10' 10' 50' SURVEY INFORMATION TAKEN FROM "PROPOSED SITE PLAN OF A SURVEY OF LANDS OF ALBERT SPAWN AND
IM Wait The Required Time FORCE MAIN PREPARED FOR ANNE E. WALSH & MARY ORGINIA HARRIS, BETTY SPAWN" PREPARED BY. DLP SURVEYING, Drawn: LWD Checked: GTH Scale: 1"=10' Date: 12/20/2021
Confirm Utility Response 20 KNOX ROAD — ASSEMBLY POINT..." PREPARED BY. LLC, FORT EDWARD, NY. DATED: OCTOBER 25, 169 Hovilond Road
M Respect The Marks ABSORPTION FIELD HUTCHINS ENGINEERING PLLC, QUEENSBURY, NY. DATED: 2021, LAST REVISED MAY 1, 2020. ALTERATION OF THIS DOCUMENT EXCEPT Queensbury, NY 12804
®Dig with care 10' i00' 10' 20' 100'
800.962-7962 (TOE OF FILL) APRIL 29, 2020, LAST REVISED AUGUST 3, 2020 BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone 291851-01 —S2
wwwAigsafelynewyorkcom IS IL VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fox
4-
NOW OR FORMERLY LANDS OF NOW OR FORMERLY
'
JEAN WANAMAKER LANDS OF
LIBER 1476, PAGE 237 IRON PIPE 15 KNOX ROAD, LLC,
TAX MAP: 239.7-1-43 FOUND IRON I !PE
S 84 24'50" E 100.00' S 84 24'S0" E 100.00' FOUND LIBER 4085, PAGE 155
G — — Q) TAX MAP: 239.7-1-21.1
CAPPED IRO
LOT O ROD FOUND
LANDS OF
ANNE E. WALSH
?, X MARY WRGINIA HARRIS
LANDS OF
o ALBERT SPAWN 0.31 ACRES±
(TO DEED LINE ALONG
m & t CENTER OF ROAD) N
BETTY SPAWN �I
0.31 ACRES± ) i o
' (TO DEED LINE ALONG -
t CENTER OF ROAD)1302, (*�
r
r GARAGE
GARAGE
BREEZE-
WA Y
NOW OR FORMERLY 1H0 SEY W 3
LANDS OF
BETTY SPAWN Q > O o
LIBER 425, PAGE 295 3 9
�,
TAX MAP: 239J 1 STORY
N-1-22 HOUSE can
j _
O O i-
z
� t CELLAR
ENTRY
0
O 1 t
(APPROXIMATE TOWN R.O.W. LINE)
O —
N 85 27'10" W 98.33' i N 83 5225" W 100.14' 0
IRON PIPE
O FOUND (10.05 AC. WITHIN (t0.05 AC. W11HIN N
ASSUMED TOWN R.O.W.) F��Np PIPE ASSUMED TOWN R.O.W.) W IRON PIPE
----___-__.._._ ..._�.�.--__...- _____—._.�.._ .-_.—.••.�..-_� (�'FOUND
23.16' 20.15' 24.64'
30.15 _
TN 88'0.15' W O N 87'19'40" W N 84 56'55" W N 84'05'05" W KNOX N 83 5225" W ]00.14' O
ROAD
DEED REFERENCE
1) PAUL KNOX
TO
ALBERT SPAWN and
BETTY SPAWN
DTD:SEPTEMBER 10, 1962
RCD: NOVEMBER 9, 1962
NOTES
MAP REFERENCES LIBER 425, PAGE 295
1)FIELD SURVEY PERFORMED IN AUGUST, 2021 1) MAP ENTITLED: "MAP OF BOUNDARY SURVEY 15 KNOX ROAD
PREPARED FOR 15 KNOX ROAD, LLC", MADE BY WSP SELLS,
2) SUBJECT TO ALL RIGHTS, PRIVLEGES AND/OR EASEMENTS DATED AUGUST 20, 2010 AND FILED IN THE WARREN COUNTY
PUBLIC SERVICE UTILITY COMPANIES MAY HAVE IN AND TO CLERK'S OFFICE ON SEPTEMBER 16, 2010 IN PLAT CABINET C,
THE PREMISES. SLIDE 204.
3)SUBJECT TO THE RIGHTS OF THE PUBLIC IN AND TO 2) MAP ENTITLED: "SUBDIVISION MAP SUNSET HILL FARM" SURVEY & MAP MAPOF A SURVEY OFBy
THE BOUNDS OF KNOX ROAD. MADE BY GILBERT Van GUILDER & ASSOCIATES, DLP SURVEYING, LLC LANDS OF
4)ELEVATION DATUM IS ON ASSUMED BASIS. DATED MAY 22, 199Z LAST REVISED JULY 13, 1993
CONTOUR INTERVAL IS ONE (1) FOOT. AND FILED IN THE WARREN COUNTY CLERK'S OFFICE DONALD L. PIDGEON, Jr. ALBERT SPAWN
ON DULY 29, 1993 IN PLAT CABINET B, SLIDE 5. PROFESSIONAL LAND SURVEYOR
N.Y.S. LICENSE NO. 50372 BETTY SPAWN
TAX MAP REFERENCE 16 MICHAEL ROAD
FORT EDWARQ NEW YORK 12828 SECTION 239.7, BLOCK 1, PARCEL 22 TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK
(518) 792-4146
SCALE: 1" = 20' OCTOBER 25, 2021
Q-238-B