1.5 •.r 1
1.5
WASTEWATER-SEWER\Set PH\Barton-Absorption Field to Glen Lake and Home- 1-27-20
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF JANE NOLAN BARTON AND SIBLINGS
RESOLUTION NO.: 12020
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, Jane Nolan Barton and her five siblings have applied to the Local Board of
Health for a variance from Chapter 136 to install an absorption field:
1. 70' from Glen Lake in lieu of the required 100' setback; and
2. 11' from the house in lieu of the required 20' setback;
on property located at 52 Nolan Camp 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 10'', 2020 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay
Road, Queensbury, to consider Jane Nolan Barton's sewage disposal variance application
concerning property located at 52 Nolan Camp Road in the Town of Queensbury (Tax Map No.:
289.15-1-42) and at that time all interested persons will be heard, and
BE IT FURTHER,
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 271"day of January,2020,by the following vote:
AYES
NOES
ABSENT:
SEWER\Barton—Absorption to Glen Lake and House-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 JANE
NOLAN BARTON AND HER FIVE SIBLINGS FOR SEWAGE DISPOSAL VARIANCES TO
INSTALL AN ABSORPTION FIELD:
1. 70' FROM GLEN LAKE INSTEAD OF THE REQUIRED 100' SETBACK; AND
2. 11' FROM THE HOUSE INSTEAD OF THE REQUIRED 20' SETBACK;
ON PROPERTY LOCATED AT 52 NOLAN CAMP ROAD IN THE TOWN OF QUEENSBURY
(TAX MAP NO.: 289.15-1-42).
AT THIS PUBLIC HEARING ALL INTERESTED PERSONS WILL BE HEARD.
PUBLICATION DATE: ,2020
CAROLINE H. BARBER
TOWN CLERK
TOWN OF QUEENSBURY
i
SEPTIC VARIANCE Office Use Only
Received:
APPLICATION Permit#:
Town of WC�ree
Permit Fee:
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 www.ciueensbury.net Invoice#:
Approvals:
Submittal: I original &8 copies of the completed application package
Contact: Jane Barton
Property Owner(s):Iane Nolan Barton& 5 Siblings Owner's Agent: Hutchins Engineering
Address: 445 Ridge Road Address: 169 Haviland Road
Queensbury, NY 12804 Queensbury,NY 12804
Phone#: Phone#: 518-745-0307
Site Address: 52 Nolan Camp Road Tax ID#: 289.15-1-42
Directions to Site: Tee Hill Road,to Hall Road,to Barber Road,to Nolan Camp Road--take Nolan Camp to end
Distance from well on property to septic system (if applicable) N/A feet (not open in winter)
Is it possible to install a conforming septic system on this property? Yes �_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? V Yes No If NO, please explain:
Is the proposed system to be installed under a parking area? Yes 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.):
Absorption Field separation to Glen Lake- 100'required; 70'provided
Absorption Field separation to house- 20'required; 11'provided
Septic Variance Application February 2018
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 Lance,Christa Barber,Daniel R&Barbara L
Address 47 BARBER RD HALL ROAD
Tax Map ID 289.11-1-1 289.11-1-60
South Name Hogan,Robert G&Elizabeth L
Address 105 FITZGERALD RD
Tax Map ID 289.14-1-27.2
East Name Surrey Field Homeowners Assoc
Address SURREY FIELDS DR
Tax Map ID 289.15-1-34.45
West Name N/A-Glen Lake
Address
Tax Map ID
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
52 Nolan Camp Road
I/We realize that putting the well, septic tank or leaching system less than the required 100' feet from the Lake
may increase the risk of pollution.lu
Owner—Print Name: �J and. Mao, ZaMoyi Date: IQL 0
Owner—Signature: rti ►�' Date: t D
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
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: lane Nolan Barton and 5 Siblings
Designates: Hutchins Engineering as agent regarding the Septic Variance for
Tax Map #: 289.15-1-42
OWNER'S SIGNATURE: DATE: ► '��
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: 1\, vo � Bat-
OWNER—SIGNATURE: `� �� DATE: a
AGENT—PRINT NAME:
AGENT—SIGNATURE: DATE:(/;>,
septic variance Application February 2019
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N7 2 00 00 LOCATION MAP SITE LOCATION
Lands Of 100 ' S6
o�o, Leo R. Nolan 96 .33 00''� SYSTEM INSTALLATION NOTES
o,, As Trustee Of The Leo R. Nolan Separate Property Trust o b?, CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH
593711 S63 SEPTI INDIVIDUAL
IC OUSEL O D SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN
Lands N/F of 289. 15 - 1 - 42 91
Robert G. & Elizabeth L. Hogan A 36 ' 0 W OVERALL SITE PLAN SYSTEM TO BE INSTALLED IN ACCORDANCE WITH PRODUCT DESIGN AND INSTALLATION MANUAL, STATE AND LOCAL
4621 /273 6g° 1 o AIRPORTREGULATIROAD,FWH1 ERODD,CNHINO3598 TION PHONER THE 1 800 473-5 98 WWW.PRET DEALER SBYENVIRONMENTAL.COM NTACT PRESBY ENVIRONMENTAL, INC. 143
S SCALE: 1"=60'
289.14-1-27.2 GRAPHIC SCALE AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL
BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH.
378 , 43 30 0 15 30 60 120 PLACEMENT OF SYSTEM SAND, PRESBY ENVRO-SEPTICO PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE
S7g° 20� 00"W ( IN FEET ) SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE PIPE.
Lands N/F of MINIMUM OF 6" OF SYSTEM SAND, MEETING SPECIFIED GRADATION, REQUIRED AROUND CIRCUMFERENCE OF ADVANCED
Surry Field Home Association ENVIRO-SEPTIC PIPES. (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS.)
N17021 ' 00 "E 1093/309 THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS,
14. 00 ' 289.15-1-34.45
HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS.
�
- ---- ----- --- ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL
FIELD.
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED.
PRESBY SYSTEM SAND GRADATION THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DI`SIGNED TO ACCOMMODATE EXTREME
LEN WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS.
SIEVE PERCENT PASSING
- 3/8" (9.5-mm) PERCENT
P ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER
_ SYSTEM.
_ - - - - \ No. 4 (4.75-mm) 95-1009
\ ) INSTALLER ADVISED TO CONTACT DIG SAFELY NEW PORK PRIOR TO CONSTRUCTION.
- GLEN - -
---
_ - \
o mm ,
• -L49KE
No. 16 (1.18-mm) 50-85q SYSTEM MATERIAL SPECIFICATIONS
No 30 (600 µm) 25 609' BACKFILL MATERIAL
. ........ ....... L
AXE\ No. 50 (300-µm) 5-307. BACKFILL MATERIAL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 3".
- -
\ EFFLUENT SEWER PIPE
— \ No. 100 (150 µm) O 1 E PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE.
_ a
0-2� OBTAINED
MUST BE OBT FORCEMAIN
� \ N 200 (7 µm) BY WASHING) PIPING TO BE 1 1/2" SDR 9 HOPE.
CON FOR HOUSE SEWER PIPE
� � — _._ _ - - - - - - - .. -
- - APPROVAL PRIOR TO PLACEMENT OF SYSTEM SAND -35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE.
TRACTOR SHALL ANALYSIS TO ENGINEER
PIPING TO BE 4" SDR
STABILIZATION FABRIC
- - STABILIZATION FABRIC TO BE WOVEN GEOTEXTILE WITH POLYPROPYLENE YARNS, TENCATE MIRAFI HP370 OR
-, °te e SYSTEM FILL
- -
'_BUILDING SETBACK --- -
-__ 0 _ - - -- - �
g6 _�_- - ._- _� ,. .G, - _ Y LOAM WITH IN PLACE PERCOLATION RATE OF 2 5
2
SITE SOILS DATA MINIINCH. SEE FILL MATERIAL NOTES FOR MORE INFORMATION.
SYSTEM SAND
_
- - _ TEST PIT SYSTEM SAND TO BE WASHED CONCRETE SAND CONFORMING TO NYSDOT ASTM C-33 (SEE DESIGN AND INSTALLATION
88 .......
\ TP 1 - 1 1 2019 BY HUTCHINS ENGINEERING FOR COMPLETE SAND AND FILL SPECIFICATIONS)
- - - - - - - - - - - - - - -- - ♦ __ _ ....... ... -_._- 0-8 DARK BROWN TOPSOIL TOPSOIL
1
_ � I
g0- _. .... - _ ETBACK .;- . SEED, MULCH, AND ESTABLISH TURF.
- -
... --- -- � 10 BUILDINGS � 8 20 E SILT PLACE 4 MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA
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ter /
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L,ya RED BROWN FINE SAND SOME
20 62- •• RS
Pump
a - `. House / MEDIUMBBROWN MEDIUMBLES & EAND FINE SAND WASTEWATER SYSTEM DESIGN
- 1
" ` •Consref� I ' / SOME SILT, 70� COBBLES & BOULDERS 3-BEDROOM SEASONAL RESIDENCE
I
/ Enclosed �� • a
ma:..1 a•• ...P..a
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- � RECR
EATION ROOM ABOVE ACCESSORY STRUCTURE Porch 4-BEDROOMS DESIGN BASIS
_... ROOTS TO45"
.- 70' TO - ---- Steps a ' ' ` WATER SAVING FIXTURES (INSTALL IF NECESSARY)
,. I a \
96 NO GROUNDWATER EVIDENCE MAX. FAUCETS)
NO MOTTLING
.... -� - I LAKE I '- .. � �` \\ � (1.6 GPF MAX FLUSH, 3.0 GPM TS
PERCOLATION TEST DESIGN FLOW - 110 GPD/BEDROOM
i
~o Two Sintv �;' \ SYSTEM DESIGN FLOW - 440 GPD
gg aea o
I � { \ PT-1 - 12�10�2019 BY HUTCHINS ENGINEERING
3-Bedroom SEPTIC TANK - (1) 1250 GAL PRECAST CONCRETE TANK
I 1 House ° I I 70' TO \ \ STABILIZED PERCOLATION RATE:
\ \ LEACH FIELD - PRESBY ABSORPTION BED BENEATH DRIVEWAY
CK I / I Chimney > I LAKE
', � � � 4 MINUTES 45 SECONDS PER INCH
` I I I , DESIGN - --
0'BUILDING SETBACK \ BED AREA REQUIRED
GN PERCOLATION RATE 1 5 MIN/IN
_ ` ` / \ SAND347 SF
? I \ 8 (PER INSTALLATION MANUAL)
r SAND BED AREA PROVIDED = 372 SF
/ ' , SETBACK _ o �� I ;F / `� \ \� 8G AES PIPE LENGTH REQUIRED = 147 LF
/ SOIL AKE / I ---- ---- _ L =V RIANCE SUMMARY AES PIPE LENGTH PROVIDED 150 LF
/ /FF=101,47' I \
C®K / I i \ 88 1. ABSORPTION FIELD TO GLEN LAKE INSTALL (5) LATERALS @ 30 LF IN 12'x3l' SAND BED
/ % 11' TO /
10 BUILDING SETBA ,._ C
100' REQUIRED POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY
/ ✓ �, o - - PROPOSED HOUSE SEWER HOUSE / \
i - - - EXISTING ANTIQUATED WASTEWATER / J ` 70' PROPOSED
o 100- - SYSTEM TO BE REMOVED AS NECESSARY I / \\ \Q 30' RELIEF REQUESTED
FOR NEW SYSTEM INSTALLATION ♦ _ - -- s, / \ 2. ABSORPTION FIELD TO HOUSE
20' REQUIRED
11' PROPOSED TAX MAP # 289.15-1-42
1 I ,, / ♦ I 9' RELIEF REQUESTED
�_
I Gravel Drive • _ � Dig ISafely.
I New ®York
FF=101.92'
�
� Fall Before You Dig
\ \ Required11 Wait The El Confirm Utility Rspane
31 PROPOSED 4"MANIFOLD ` \\ ` p Respect The Marks
&LOW VENT TOEJ Dig With Care
Sto800-962■7962 0 ISSUED FOR SEPTIC VARIANCE 112112020
www.digsatelynewyork.com
lyn ewyork.com
I I Two Story
COOOne wan O
I Accessory PROPOSED EFFLUENT SEWER No. Revisions Date
' t I Building
' ! PROPOSED TRAFFIC-RATED ABSORPTION 371 SF WITH i60 LF OF PRESBY AES PIPE BED, MAP REFERENCE: WAS TEWA TER SYSTEM PLAN
l ' Concrete Pad I PROPOSED 1,250 GALLON TRAFFIC-RATED `� S
4 ' PRECAST CONCRETE SEPTIC TANK SF�`Cq BASE MAP INFORMATION FROM "MAP OF A
q prepared for:
EXISTING TREELINE B F TOPOGRAPHIC SURVEY MADE FOR JANE NOLAN p p
I I I I PROPOSED BUILDING SEWER c
!!! TO BE REROUTED c BARTON, LOCATED IN THE TOWN OF
DETAILED SITE PLAN QUEENSBURY, WARREN COUNTY, NEW YORK. Nolan Camp
I EXISTING BUILDING SEWER a c y DATED DECEMBER 17, 2019. PREPARED BY: 52 Nolan Camp Road
CD
SCALE: 1"=10' m WASTEWATER SYSTEM SETBACK REQUIREMENTS Town of Queensbury, warren County, NY
GRAPHIC SCALE WATER SUPPLY an D u
PROPERTY LINE HOUSE GLEN LAKE LINE & Drown: JRS Checked: GTH Scale: NOTED Dote: 1012512019
5 0 2.5 5 10 20 s t e V e S 169 Havrland Road
/ SEPTIC TANK 10 i0' 50' 10' Land Surveyors ALTERATION OF THIS DOCUMENT EXCEPT BY Queensbury, NY 12804 �+
( IN FEET ) ABSORPTION FIELD 10' 20' 100' 10' 189 Havilead Road Queeaebury, New York 12804 A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone 291543-01 -J 1
(518) 792-8474 New York Lie. No. 50135 VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering 518 745-0308 Fax
SKIMMER TABS AIR SPACE
RIDGES i
GEOTEXTILE SCUM
FABRIC
EXTENSION TO GRADE WITH TRAFFIC RATED APPROXIMATE
COARSE \
CAST IRON MANHOLE COVER, FINISH GRADE FIBERS EFFLUENT
SYRACUSE CAS77NGS #1020 OR EQUAL
-\
PRECAST CONCRETE 12" MIN. BIO-ACCELERATOR
SLUDGE
RISER AS REQUIRED COVER ° 12" MIN. FABRIC
COVER
MIN. SLOPE 2" MIN. DROP
4" PVC • 2" 118" PER FOOT BETWEEN INVERTS Rio R\G
INLET
LIQUID LEVEL OUTLET 4" PVC EFFLUENT SEWER 2" MIN. `ACCELERAT 0 fe
MIN. SLOPE °
114" PER FOOT BAFFLE ADVANCED ENVIRO-SEPTIC PIPE SECTION
16" PRECAST CONCRETE
187MIN• DISTRIBUTION BOX NTS
WATERTIGHT SLEEVE USE SPEED LEVELERS TO ASSURE
AND SEAL (TYP.) ALL OUTLETS ARE AT EXACTLY
W ? '`
THE SAME ELEVATION
a � Z
4" PVC SDR-35 SOLID HEADER TO
PERFORATED ABSORPTION BED PIPING,
1/8" PER FOOT MIN SLOPE ELBOW LEVEL WITH TOP
OF OFFSET ADAPTOR
MINIMUM 2X WIDTH SEPTIC TANK NOTES GEOTEXTILE
MAXIMUM 4X WIDTH ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT FIBER WRAP 2"-4"
OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA LEVEL
ENTERPRISES OR EQUIVALENT.
RANDOMLY
1,250 GALa PRECAST CONCRETE ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE ORIENTED
SEPTIC TANK TRAFFIC RATED EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS FIBER MAT
NECESSARY TO ACHIEVE A STABLE BASE. r--� r--�
ADVANCED
ENVIRO- OFFSET
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION SEPTIC PIPE ADAPTOR
SEPTIC TANK DETAIL DESIGNED FOR H-20 WHEEL LOADING.
4" MAX INTO
NTS ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL OFFSET ADAPTOR
MUST BE TESTED BEFORE BACKFILLING.
so• ELBOW SIDE VIEW
PLAN VIEW
RAISED CONNECTION DETAIL
NTS
4"0 LOW VENT ATTACHED
TO VENT MANIFOLD /
SCREEN OPENING —/
3'
ELBOW LEVEL WITH TOP
OF OFFSET ADAPTOR
STABILIZATION ROAD FABRIC OVER SYSTEM
SAND & 3' BEYOND EDGES OF SAND VENT, SEE DETAIL 4" MIN. TOPSOIL
3' MIN. i\\j\\j\\j\\j\\j\\j\\\ j\\j\\j1. \\j\\j
12' BED WIDTH _
FIBER WRAP
1.5' TIP. 1' RANDOMLY -}
TYp. 12" MIN. GRAVEL SUBBASE 2" MIN. BINDER COURSE 2' TYP 4" MIN. TOPSOIL ORIENTED . SLOPE
BELOW PAVEMENT ASPHALT PAVEMENT
FIBER MAT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / / / / / / / / / / /� / / ADVANCED—��
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ENVIRO S
- -
\/\/\ /\\ \ /\/\/\ \/\/\\\\/\\/ a . OFFSET
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:
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i ■Call Before You Dig
■Walt the Required Time
VENT MANIFOLD PRESBY ADVANCED SYSTEM SAND ■Confirm Utility Response
ENWRO-SEPTIC PIPE (TYP.) ■Respect the Marks
■Dig With care
800■962.7962 0 ISSUED FOR SEPTIC VARIANCE 112112020
www.ftsefelyne-yoek.00m
No. Revisions Date
ABSORPTION FIELD SECTION - H2O TRAFFIC RATED WASTEWATER SYSTEM DETAILS
NTS
prepared for.•
Nolan Camp
52 Nolan Camp Road
Town of Queensbury, Warren County, NY
Drawn: JRS Checked: GTH Scale: NOTED Date: 1012512019
169 Haviland Road
ALTERATION OF THIS DOCUMENT EXCEPT BY Queensbury, NY 12804 291543-01-S2
A UCENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone
VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering 518 745-0308 Fax
SEPTIC VARIANCE Office Use Only
Received:
APPLICATION Permit#:
Town-f ul? .
Permit Fee:
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 www.gueensbury.net Invoice#:
Approvals:
Submittal: I original &8 copies of the completed application package
Contact: Jane Barton
Property Owner(s):Iane Nolan Barton &5 Siblings owner's Agent: Hutchins Engineering
Address: 445 Ridge Road Address: 169 Haviland Road
Queensbury,NY 12804 Queensbury,NY 12804
Phone#: Phone#: 518-745-0307
Site Address: 52 Nolan Camp Road Tax ID#: 289.15-1-42
Directions to Site: Tee Hill Road,to Hall Road,to Barber Road,to Nolan Camp Road--take Nolan Camp to end
Distance from well on property to septic system (if applicable) N/A feet (not open in winter)
Is it possible to install a conforming septic system on this property? Yes 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? Yes No If NO, please explain:
Is the proposed system to be installed under a parking area? V Yes 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.):
Absorption Field separation to Glen Lake- 100'required; 70'provided
Absorption Field separation to house- 20'required; 11'provided
r�-IYI
Septic Variance Application February 2018
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 Lance,Christa Barber,Daniel R&Barbara L
Address 47 BARBER RD HALL ROAD
Tax Map ID 289.11-1-1 289.11-1-60
South Name Hogan,Robert G&Elizabeth L
Address 105 FITZGERALD RD
Tax Map ID 289.14-1-27.2
East Name Surrey Field Homeowners Assoc
Address SURREY FIELDS DR
Tax Map ID 289AS-1-34.45
West Name N/A-Glen Lake
Address
Tax Map ID
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
52 Nolan Camp Road
I/We realize that putting the well, septic tank or leaching system less than the required 100' feet from the Lake
may increase the risk of pollution.
Owner—Print Name: :3 atnt N Q a Y\ Date: d a
Owner—Signature: }� Date: a l s Da-V
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
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: lane Nolan Barton and 5 Siblings
Designates: Hutchins Engineering as agent regarding the Septic Variance for
Tax Map #: 289.15-1-42
OWNER'S SIGNATURE: DATE:
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: h1L_ 'rol 6'rL r �
OWNER—SIGNATURE: ��� �✓�—' DATE: a J v
c�-
AGENT—PRINT NAME:
AGENT—SIGNATURE: DATE:
Septic Variance Application February 2019
N82°3 00 E �?
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House
Chimney
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Gravel Dave 0/7
Twoery `q Shop, Lands NIF of
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-. Garage : ConwetePetl Stone�,� �° � Vannier Family�. •0 9°.�`Z
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j o Camp Trust
Project w - .
N � 5832/141 `
a �Garege Area - 289-1-43 �o o Property Line As Per , z y
0„ Map Reference - �
009 0 ` r 000, 0 SITE LOCATION
0 �s Lands Of N? 100 '00 S6� LOCATION MAP
0, Leo R. Nolan 95 .33 00 SYSTEM INSTALLATION NOTES
�Al As Trustee Of The Leo R. Nolan Separate Property Trust 015 CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPAR7MENT OF HEALTH
�L 5937 s63 INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLA77ON OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN
Lands NIF of SEPTIC TANK LEACH FIELDS.
289.15 - 1 - 42 9�
Robert G. & Elizabeth L. Hogan 36 ' Oo VV OVERALL SITE PLAN SYSTEM TO BE INSTALLED 1N ACCORDANCE WITH PRODUCT DESIGN AND INSTALLA77ON MANUAL, STATE AND LOCAL
0 REGULATIONS FOR PRODUCT INFORMATION OR THE NEAREST DEALER CONTACT PRESBY ENVIRONMENTAL, INC. 143
46211273 6g° SCALE: 1"=60' AIRPORT ROAD, WHITEFIELD, NH 03598, PHONE 1-800-473-5298 WWW.PRESBYENWRONMENTAL.COM
289.14-1-27.2 S
GRAPHIC SCALE AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH 7RENCH SHALL
BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH.
37$ , 43 30 0 15 30 60 120
u W PLACEMENT OF SYSTEM SAND, PRESBY ENVIRO-SEPTIC® PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE
S 79° 20 00 ( IN FEET ) SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE PIPE
Lands NIF of MINIMUM OF 6" OF SYS7EM SAND, MEETING SPECIFIED GRADATION, REQUIRED AROUND CIRCUMFERENCE OF ADVANCED
Surry Field Home Association ENWRO-SEPTIC PIPES: (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS)
N 1 7°21 ' 00"E 1093 1309 THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS,
�4 00 289.15-1-34.45 HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL
FIELD.
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED.
PRESBY SYSTEM SAND GRADATION THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE EXTREME
�.� WATER USE OR EXTREME ORGANIC_ LOADING CES AS JACUZZI SPAS OR GA GRINDERS.
�____.,... _....._.... �._.---' DEVI SUCH TYPE GARBAGE R D
__...� _ .
FROM WASTEWATER
r- SIEVE ENT PAS ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED OM THE AS7EWA
PERCENT SING
�..- 3/8" (9.5-mm) 1 DOS SYSTEM.
LAKE
_
-' -' _..._ .. — ___ --"" ........ ... ... ( ) R ADVISED TO CT DIG SAFELY W YORK PRIOR TO C T R TIDN.
No 4 (4 75 mm) 95 1009
-- - � � ��� INSTALLER UC
\ -
......... ....... ......
E
- \ No. 8 2.36 mm 80-100�
TAL
- -
Na 16 (1.18 mm, 5D 85% SYSTEM MATERIAL SPECIFICATIONS
- -
� No 30 (600 µm) 25 609 BACKFILL MATERIAL
- _ - ___ .- - � - _ GRANULAR BACKFILL 1 TH NO PARTICLE REALER THAN 3 .
. - \ � No 50 (300 µm) 5 30� BACKFILL MATERIAL TO BE GRA ULA MATERIAL WI S G "
— — — — —
` E 4 SDR 0 SCHEDULE 40 WI PER FOOT MINI SLOPE.
4
EFFLUENT SEWER PIPE
_ __ - +0-2-1- UST BE AINED /No 100 (150 µm) D d \ (M OBTAINED FORCEMAINB
_ .._ a-
\ N 2O0 (75 µm)
� \ BY WASHING) PIPING TO BE 1-112- SDR-9 HOPE
HOUSE SEWER PIPE
_....__. _.. - _ •- ____ — — — _. ._. CO FOR
_-- - _ — — APPROVAL PRIOR TO PLACEMENT 0 - 40 PVC. IN LL KITH114PER T MINIMUM SLOPE.
...... ....... \ SYSTEM SA ACE
\ \ TRACTOR SHALL SUBMIT SIEVE ANALYSIS TO ENGINEER
STABILIZATION FABRIC TO BE WOVEN GEOTEX71LE WITH POLYPROPYLENE YARNS, TENCATE MIRAFI HP370 OR
— _
.. . ......... .......... \ .EQUIVALENT
_ _ _ �, \ SYSTEM FILL
20 .8UILDING SE _ ..- — —!� dm _ _._ _ _..-.. __. .__. .\ SYSTEM "SYSTEM FILL" MA LOAM WITH IN-PLACE PERCO 77ON O -
r. _ . FILL MATERIAL N07ES FOR MORE INFORMATION.
_ - MIN INCH SE
— — — —
.. .- _. ''�• ..\� �- l � , \ SYSTEM SAND E M
i
88 � _ --- ._ --� -•- _--- .__ ..._ ._. TEST PIT1 TO NYSDOT AS1M C-33 ( E DESIGN 1NST ATION
— — ...... ... _.._ .._.... _._. �\ f l d ;f _ _ INS ENGINE MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS)MNG
- - _ _ - - - - - - - _ ...... 1 TOPSOIL
\ / `' P8"„ DARK BROWN TOPSOIL 2 PLACE 4" MIN 90' lMU TOPSOIL OVER ENTIRE BACKFILL AREA. SE MULCH, AND ESTABLISH TURF.
/ \
_ _. __.. ILDINGSETBACK 8 20 E SILT
.: a a � / AND, SO
N. __- _ __.. __ __. -. _...."' "' _ ..... ° d �, Pump % Oq
♦ °
-- BOULDERS
a .
92
/ / - House 20-62" MEDIUM BROWNMEDIUM M AND FINE SAND, WASTEWATER SYSTEM DESIGN
/ J EnclosedSOME SIL , 70� COBBLES & BOULDERS
--
� • • d°<.° <e Pad
/ T -BEDROOM SEASONAL RESIDENCE
/ Porch t ` t 1-BEDROOM (BASIS) RECREATION ROOM ABOVE ACCESSORY STRUCTURE
gq- ROOTS TO 4-BEDROOMS TOTAL DESIGN BASIS
70' TO Steps d ' t \.• \\ \\ \\ \ WATER SAVING FIXTURES (INSTALL IF NECESSARY)
d:
LAKE -
- � ' a " : -d ,
gg - •� -•• • NO GROUNDWATER EVIDENCE
� --- ' - FAUCETS)
� ND MOTTLING
GPF MAX: FLUSH 3 0 GPM MAX
� �
' \ \ ,` \ \` GPD/BEDROOM
�c 1: <' ' . \, PERCOLATION TEST DESIGN FLOW 110
g8- v+ o ! ( / �� � ;x _t - S ENGINEERING -
� . ' � �\_ �� SYSTEM DESIGN FLOW 440 GPD
t
� � , \\ PT 1 - 12/1012019 BY HUTCHIN
W 70' TO . \ ;\\ \ STABILIZED PERCOLATION RATE.-
'LAKESEPTIC TANK - (1) 1250 GAL PRECAST CONCRETE TANK
\ \ EACH FIELD - PRESBY ABSORPTION BED BENEATH DRIVEWAY
I `. t �: `: \ 4 MINUTES 45 SECONDS PER INCH
Chimney _ ! \ DESIGN PERCOLATION RATE 1-5 MIN/IN
SETBACK /
20'BUILDING •— �-• .�+ a� s � t \ \\ \ \ SAND BED AREA REQUIRED = 347 SF
\ \
... -.} ... t / f \ \
\°. .. <\ ._._ \ \ 8Q - (P L) -
/ : .: \\ \ SAND 1BED AREA PROVIDED = 372 SF
/ ` SETBACK e
.... / \ `8s AES PIPE LENGTH REQUIRED = 147 LF.
/ 5=�KK FF=101.47' ) �< ", \ VARIANCE SUMMARY AES PIPE LENGTH PROVIDED = 150 LF
�•►" t / \ 99 1. ABSORPTION FIELD TO GLEN LAKE INSTALL (5) LATERALS 0 30 LF IN 12'x3l' SAND BED
SETBACK _ e / / 11' T0, ' / � � , •, �
` �. \ 100' REQUIRED POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY
/ / _ — ♦ PROPOSED HOUSE SEWER HOUSE t \
•► — _ — — \ 7Q PROPOSED
/ EXISTING ANTIQUATED WASTEWATER I / \ \
/ SYSTEM TO BE REMOVED AS NECESSARY / \ �� 30' RELIEF REQUESTED
.01
/ FOR NEW SYSTEM INSTALLATION `♦ ..- / t i \ 2. ABSORPTION FIELD TO HOUSE
/ ..- _.
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,
2O REQUIRED
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PROPOSED
42
9 RELIEF REQUESTED
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PROPOSE \ Respect The Marks
r �• z x�a � ': �►�:+�" &LOW VENT IS Dig With Care
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\ 800■962.7962 0 ISSUED FOR SEPTIC VARIANCE 112112020
t t r www.digsafelynewyorLoom
10t PROPOSED EFFLUENT SEWER
No. Revisions Date
� i�� PROPOSED TRAFFIC-RATED ABSORPTION BED,
MAP REFERENCE
Concrete Pad PROPOSED1,250GALLONTRAFFIC-RATED WASTEWATER SYSTEM PLAN
r t PRECAST CONCRETE SEPTIC TANK 372 SF WITH 180 LF OF PRESBY AES PIPE ♦ Sp, "
SF BASE MAP INFORMA7ON FROM MAP OF A
t EXISTING TREELINE TeF re ared for:
t t t t PROPOSED BUILDING SEWER •4C� TOPOGRAPHIC SURVEY MADE FOR JANE NOLAN prepared
TO BE REROUTED c BARTON," LOCATED IN THE TOWN OF
t � .. � ���,.,... : .x�... t ► n, Nolan Camp
DETAILED SITE PLAN QUEENSBURY, WARREN COUNTY, NEW YORK.
t t x r t EXISTING BUILDING SEWER p DATED DECEMBER 17, 2019, PREPARED BY 52 Nolan Camp Road
SCALE: 1"=10' WASTEWATER SYSTEM SETBACK REQUIREMENTS Town of Queensbury, warren County, NY
GRAPHIC SCALE PROPERTY LINE HOUSE GLEN LAKE WATER SUPPLY v do D u S E',j1
t t l v LINE Drawn: JRS Checked: GTH Scate: NOTED Date: 1012512019
5 0 2.5 5 10 20 S t e v e s 169 Havil and Road
IN FEET ��++
S TANK 10 1 50 10 Land Surveyors ALTERATION OF THIS DOCUMENT EXCEPT BY Queensbury, NY 12804 291543-01-S1
( ) ABSORPTIORP77 ON FIELD 10' 200' J00' 10' 169 Haviland Road Queeneb A LICENSED PROFESSIONAL ENGINEER IS A 518 745-0307 Phone
York New York 0 2804 VIOLATION OF NYS EDUCATION LAW. Hutchins En ineerin ( ,
(51F1) 792-8474 New York Lic. No. fi0136 g 9 518 745-0308 Fax
SKIMMER TABS - AIR SPACE
RIDGES i
GEOTEXTI LE SCUM
FABRIC
EXTENSION TO GRADE WITH TRAFFIC RATED APPROXIMATE �
COARSE
CAST IRON MANHOLE COVER, FINISH GRADE FIBERS EFFLUENT
SYRACUSE CASTINGS #1020 OR EQUAL
12" MIN. BIO-ACCELERATOR ._._. SLUDGE
PRECAST CONCRETE COVER ° 12" MIN FABRIC
RISER AS REQUIRED ° < COVER /
a e MIN. SLOPE 2„ MIN. DROP
4" PVC ° » » BETWEEN INVERTS
2 1/8 PER FOOT 2" MIN. 19/o\ P8R\G
INLET
LIQUID LEVEL OUTLET 4" PVC EFFLUENT SEWER 4 CCEL ERAT O F
MIN. SLOPE °
114" PER FOOT BAFFLE ° ° ADVANCED ENVIRO-SEPTIC PIPE SECTION
16" PRECAST CONCRETE
18"MIN. DISTRIBUTION BOX NTS
WATERTIGHT SLEEVE USE SPEED LEVELERS TO ASSURE
AND SEAL (TYP.) ALL OUTLETS ARE AT EXACTLY
THE SAME ELEVATION
o g
4" PVC SDR-35 SOLID HEADER TO
PERFORATED ABSORPTION BED PIPING,
emu' 118" PER FOOT MIN SLOPE ELBOW LEVEL WITH TOP
OF OFFSET ADAPTOR
MINIMUM 2X WIDTH SEPTIC TANK NOTES GEOTEXTILE
MAXIMUM 4X WIDTH ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT FIBER WRAP 2"-4"
OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA LEVEL
g. .
° ENTERPRISES OR EQUIVALENT RANDOMLY
1,250 GAL PRECAST CONCRETE ORIENTED
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE WHERE FIBER MAT
SEPTIC TANK TRAFFIC RATED EXISTING SOIL CON0177ONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS
NECESSARY TO ACHIEVE A STABLE BASE r--� r--�
ADVANCED
ENVIRO- OFFSET
SEP71C TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION SEPTIC PIPE ADAPTOR
SEPTIC TANK DETAIL DESIGNED FOR H-20 WHEEL LOADING.
4" MAX INTO
NTS ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL OFFSET ADAPTOR
MUST BE TESTED BEFORE BACKFILLING.
90° ELBOW SIDE VIEW
PLAN VIEW RAISED CONNECTION DETAIL
NTS
4"0 LOW VENT ATTACHED
TO VENT MANIFOLD
SCREEN OPENING
3'
ELBOW LEVEL WITH TOP
OF OFFSET ADAPTOR
STABILIZATION ROAD FABRIC OVER SYSTEM 4" MIN. TOPSOIL
SAND & 3' BEYOND EDGES OF SAND VENT, SEE DETAIL
3' MIN.
12' BED WIDTH GEOTEXTtLE
... «. . .
FIBER WRAP 2» 4»
i J
1 RANDOMLY J' l
1 TYP. 12" MIN. GRAVEL SUBBASE 2" MIN. BINDER COURSE 2' TYp, 4" MIN. TOPSOIL ORIENTEDI1
BELOW PAVEMENT ASPHALT PAVEMENT SLOPE -
FIBER MAT
- - - - - - - - - - - - - - - - - - - - - - - - __-_--_--- \//\//\/ //\ \//\//\//\//\ \//\//\/�\//\// ADVANCED —'� OFFSET SEE Itk
__ -- - - - - - --=-----= ----- - -- _ _ - ___-_-_ - -- - -__ - __- __-_- --_--_______-__ \ \ \ \ \ \ \ \ \ \ \ \ \
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ENVIRO-SEPTIC
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VENT MANIFOLD PRESBY ADVANCED SYSTEM SAND 0 Confirm utility Response
ENWRO-SEPTIC PIPE (TYP.) Respect The Marks
Dig With Care
800■962.7962 0 ISSUED FOR SEP77C VARIANCE 112112020
www°digeafelynewyork°com
No. Revisions Dote
ABSORPTION FIELD SECTION - H2O TRAFFIC RATED WASTEWATER SYSTEM DETAILS
NTS
prepared for.•
Nolan Camp
52 Nolan Camp Road
Town of Queensbury, Warren County, NY
Drawn: JRS Checked: GTH Scale: NOTED Date: l0/25/2019
169 Haviland Road ALTERATION OF THIS DOCUMENT EXCEPT BY Queensbury, NY 12804 291543-01-S2
A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone
VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering 518 745-0308 Fax