1.3 1.3
SETPH.VAR\Bodette-Replacement Wastewater System to Property Lines and Drive Area—4-3-17
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF CAROL BODETTE
RESOLUTION NO.: ,2017
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, Carol Bodette (Applicant)has applied to the Local Board of Health for variances
from Chapter 136 to install a replacement wastewater treatment system as follows:
1. Absorption field to be 4.6' from the north property line instead of the required 10'
setback; and
2. Absorption field to be 6.7' from the east property line instead of the required 10'
setback;
3. Force main to be 4.9' from the property line instead of the required 10' setback;
4. Distribution box to be 5.1' from the property line instead of the required 10' setback;
and
WHEREAS, the Applicant has also applied for a variance from Chapter 136, Section 136-
8(B), which sets forth that no component of a leaching facility shall be located under driveways, roads,
parking areas or areas subject to heavy loading, and the Applicant has requested approval for a portion
of the absorption field to be installed beneath the driveway on property located at 10 Hemlock Road,
Queensbury,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury's Local Board of Health will hold a public hearing
on Monday, April 17t'', 2017 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Carol Bodette's sewage disposal variance application concerning property
located at 10 Hemlock Road, Queensbury (Tax Map No.: 289.10-1-32) 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' of the applicant's property as required by law.
Duly adopted this 3rd day of April, 2017,by the following vote:
AYES
NOES
ABSENT:
i
Town of Queensbury Building & Codes Office UseOn,ry �FC.FiVr _}
SEPTIC VARIANCE APPLICATION Received: 1 _
Tax Map ID:
Permit No.: QUEENSBURY
Submittal: 1 original&8 copies of the completed application package
Permit Fee:
Approvals:
Owner CAROL BODETTE Owner's Agent HUTCHINS ENGINEERING
Address 140 LONGMEADOW AVENUE Address 169 HAVILAND ROAD
WORCESTER MA 01605 QUEENSBURY NY 12804
Phone Phone (518)745-0307
Directions to Site:
Distance from well on property to septic system(if applicable) PROPOSED WELL-101 feet
Is it possible to install a conforming septic system on this property? Yes ✓ No
If YES, please explain and attach diagram:
Does proposed system meet setback requirements for distance from wells&septic systems on neighboring properties?
✓ Yes _No If NO,please explain:
A PORTION OF THE PROPOSED ABSORPTION
Is proposed system to be installed over a parking area? ✓ Yes No FIELD WILL BE BENEATH THE DRIVEWAY.
Section of the Sanitary Sewage Ordinance from which you are seeking the variance: (example: leaching system will be 89 ft.
from well in lieu of required 100 ft. separate distance):
ABSORPTION FIELD WILL BE 4.6'FROM NORTH PROPERTY LINE IN LIEU OF REQUIRED 10'SEPARATION DISTANCE.
ABSORPTION FIELD WILL BE 6.7'FROM EAST PROPERTY LINE IN LIEU OF REQUIRED 10'SEPARATION DISTANCE.
FORCEMAIN WILL BE 4.9'FROM PROPERTY LINE IN LIEU OF REQUIRED 10'SEPARATION DISTANCE.
DISTRIBUTION BOX WILL BE 5.1'FROM PROPERTY LINE IN LIEU OF REQUIRED 10'SEPARATION DISTANCE.
RELIEF TO INSTALL PORTION OF ABSORPTION FIELD UNDER DRIVE AREA
Town of Queensbury Building&Codes Septic Variance Application 518-761-8256
List the Hamas,parcel addresses,and tax map numbers of all adjoining property ownora. You may obtain tax map numbers
from the Assessor's Office as wall as the names and addresses:
North Name FRANCIS DONOHUE_
Address .1 HEMLOCK ROAD Tax Map ID 289.10-1.30
South Name: GLEN LAKE E
-
Address -- ------ —
Tax Map ID
East Name: MICHAEL DANSBURY
Address 9 HEMLOCK ROAD
Tax Map ID 289.10.1.33
West Name: FRANCIS DONOHUE
Address 12 HEMLOCK ROAD
Tax Map ID 289.10.1-33
OWNER STATEMENT
I,we do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
10 HEMLOCK ROAD
I,we realize that putting the well,septic tank,or leaching system less than the required 10 feet from the
PROPERTY LINE may increase riskof of don.
Owner-Print Name: La ro I464 e—
Owner-Signature: 02tr80k7Date:
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 then the required feet from the
may increase risk of pollution.
Neighbor or Tenant-Print Name:
Neighbor or Tenant-Signature: -. Date:
Town of Queensbury Building&Codes Septic Valence Application 616.16149266
[ist 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 FRANCIS DONOHUE
Address 4 HEMLOCK ROAD
Tax Map ID 289.10-1-3U
South Name: GLEN LAKE
-
Address ---------------
------------ - -----
Tax Map ID
Fast Name: MICHAEL DANSSURY
Address 9 HEMLOCK ROAD
Tax Map ID 289.10-1-33
est Name: FRANCIS DONOHUE
Address 12 HEMLOCK ROAD
Tax Map ID 289-10-1-33
NER STATEMENT
do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
10 HEMLOCK ROAD
realize that putting the well, septic tank,or leaching system less than the required 10 feet from the
PROPERTY LINE may increase risk of pollution.
-Print Name:
Signature: Date:
IOR OR TENANT RELEASE STATEMENT(if applicable)
hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at
Or—
ze that putting the septic tank or leaching system less than the required feet from the
may increase risk of pollution.
it Tenant-Print Name: RCIAtkei Z «L( ', O(\S U
1 b
((i
•Tenant-Signature: - Date: I !
itritr�&Jlding&Codes Sepric Variance Applltztion 518-7618256
617.20
Appendix B
Short Environmental Assessment Form
Instructions for Completing
Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses
become part of the application for approval or funding,are subject to public review,and may be subject to further verification.
Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully
respond to any item,please answer as thoroughly as possible based on current information.
Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful
to the lead agency;attach additional pages as necessary to supplement any item.
Part 1-Project and Sponsor Information
Name of Action or Project:
10 HEMLOCK ROAD SEPTIC SYSTEM
Project Location(describe,and attach a location map):
10 HEMLOCK ROAD,TOWN OF QUEENSBURY,WARREN COUNTY
Brief Description of Proposed Action:
REPLACEMENT ANTIQUATED WASTEWATER SYSTEM
Name of Applicant or Sponsor: Telephone:
CAROL BODETTE E-Mail:
Address:
10 HEMLOCK ROAD
City/PO: State: Zip Code:
QUEENSBURY NY 12804
1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES
administrative rule,or regulation?
If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that [] ❑
may be affected in the municipality and proceed to Part 2. If no,continue to question 2.
2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES
If Yes,list agency(s)name and permit or approval: ElTOWN OF QUEENSBURY BUILDING&CODES-SEPTIC PERMIT El
3.a.Total acreage of the site of the proposed action? 0.23 acres
b.Total acreage to be physically disturbed? <0.10 acres
c.Total acreage(project site and any contiguous properties)owned
or controlled by the applicant or project sponsor? 0.23 acres
4. Check all land uses that occur on,adjoining and near the proposed action.
❑Urban 0 Rural(non-agriculture) ❑Industrial 0 Commercial mResidential(suburban)
❑Forest DAgriculture Aquatic ❑Other(specify):
❑Parkland
Page 1 of 4
5. Is the proposed action, NO YES N/A
a.A permitted use under the zoning regulations? ❑ ❑ ❑✓
b.Consistent with the adopted comprehensive plan? ❑ ❑ E✓
6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES
landscape? ❑ El
7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES
If Yes,identify:NAME:GLEN LAKE;REASON:BENEFIT TO HUMAN HEALTH,NATURAL SETTING;
AGENCY:TOWN OF QUEENSBURY;DATE:11-30-89 ❑ ❑✓
8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES
El El
b.Are public transportation service(s)available at or near the site of the proposed action? D ❑
c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ El
9.Does the proposed action meet or exceed the state energy code requirements? NO YES
If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑
10. Will the proposed action connect to an existing public/private water supply? NO YES
If No,describe method for providing potable water: PROPOSED WELL -
LI
11.Will the proposed action connect to existing wastewater utilities? NO YES
If No,describe method for providing wastewater treatment: PROPOSED WASTEWATER SYSTEM ✓
12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES
Places? 171 a
b.Is the proposed action located in an archeological sensitive area? ❑
171
13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES
wetlands or other waterbodies regulated by a federal,state or local agency? ❑ a
b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? a ❑
If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres:
14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply:
m Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional
❑ Wetland 0 Urban m Suburban
15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES
by the State or Federal government as threatened or endangered? ✓ ❑
16.Is the project site located in the 100 year flood plain? NO YES
✓L
17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES
If Yes, 0 Ela.Will storm water discharges flow to adjacent properties? ❑NO DYES
b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)?
If Yes,briefly describe: ❑NO DYES
Page 2 of 4
I K.Does the proposed action include coruttucttan or other actlstnea that result In the impvi nd tient of
water or other liquids(e.gretention pond,waste lagoon,dam)!
If Yrs,explain purpose and afro ._� _<�, .-.- —_ D LJ
19.Has the alto of the proposed action or an adjoining property bean the location roam active or dosed NO YES
solid waste management facility?
lfYes,describe; —____-- ----__ -- -_-- E ❑
20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES
completed)for hazardous waste?
11Yes.describe __--- — - — -- — — —--—
I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF UV
KNOWLEDGE
i;
ApplicaiWsponyojfdame: i /7J � Date: _
Signature: (�PJi
Part 2-Impact Assessment, The Lead Agency Is responsible for the completion of Part 2. Answer all of the following
questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or
otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my
responses been reasonable considering the scale and context of the proposed action?"
No,or ' Moderate
small to large
Impact impact
may may
occur occur
I. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑
regulations?
2. Will the proposed action result in a change in the use or intensity of use of land? ❑ ❑
3. Will the proposed action impair the character or quality of the existing community? ❑
4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑
establishment of a Critical Environmental Area(CEA)? L_I
5. Will the proposed action result in an adverse change in the existing level of traffic or D Q
affect existing infrastructure for mass transit,biking or walkway?
6. Will the proposed action cause an increase in the use of energy and it fails to incorporate
reasonably available energy conservation or renewable energy opportunities?
7. Will the proposed action impact existing:
a.public/private water supplies?
b.public/private wastewater treatment utilities? E
8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ {`�
architectural or aesthetic resources? l�J
9 Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ (�
waterbodies,groundwater,air quality,flora and fauna)? l.J
Page 3 of 4
No,or Moderate
small to large
impact impact
may may
occur occur
10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ ❑
problems?
11. Will the proposed action create a hazard to environmental resources or human health? El
Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every
question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular
element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3.
Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by
the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact
may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring,
duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and
cumulative impacts.
ElCheck this box if you have determined,based on the information and analysis above,and any supporting documentation,
that the proposed action may result in one or more potentially large or significant adverse impacts and an
environmental impact statement is required.
IDCheck this box if you have determined,based on the information and analysis above,and any supporting documentation,
that the proposed action will not result in any significant adverse environmental impacts.
Name of Lead Agency Date
Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer
Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer)
PRINT Page 4 of
Signature Page
This page includes the Authorization to Act as Agent Form, engineering Fee Disclosure, Authortzatlon 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: CAROL BODETTE
Designates: HUTCHINS ENGINEERING as agent regarding Septic Variance for
Tax Map ID: 289.10-1-32
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 hislher/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.
Official 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 application,and that 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 the checklist.
PRINT NAME OF OWNER: Cro / sed de #2__
SIGNATURE OF OWNER:
DATE: _ ��"/5//
PRINT NAME OF AGENT: G.TH/ •AS H CHIN
SIGNATURE OF AGENT: 7
DATE: ' �
Tan of Queensbury Building&Codes Septic Variance Appiicebon 516.761-8256
9A._M,4_1
0 Call Before You Dig
0 Wait The Required Time
E] Confirm Utility Response
Ej Respect The Marks
Dig With Care
800-962-7962
www.digsafelynewyork.co
SyOR"4INE
3/4" IPF Q
WASTEWATER SYSTEM INSTAL TION NOTES
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD
SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
SYSTEM TO BE INSTALLED IN ACCORDANCE WITH PRODUCT DESIGN AND INSTALLATION MANUAL, STATE AND LOCAL REGULATIONS. FOR
PRODUCT INFORMATION OR THE NEAREST DEALER CONTACT PRESBY ENVIRONMENTAL, INC. 143 AIRPORT ROAD, WHITEFIELD, NH 03598, PHONE
1-800-473-5298 WWW.PRESBYECO.COM
AFTER EXCAVATION OF TRENCHES TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER
TO LOOSEN SMEARED SECTIONS OF TRENCH.
PLACEMENT OF PRESBY SYSTEM SAND, PRESBY ADVANCED ENVIRO-SEPTIC® PIPE AND STABILIZATION ROAD FABRIC SHALL BE AS SHOWN, AND
CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE PIPE,
MINIMUM OF 6" OF SYSTEM SAND, WITH LESS THAN 3% PASSING A j 200 SIEVE, REQUIRED AROUND CIRCUMFERENCE OF ADVANCED ENORO--SEPTIC
PIPES. (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS.)
INSTALLER TO PROVIDE SIEVE ANALYSIS FOR PRESBY SYSTEM SAND TO DESIGN ENGINEER PRIOR TO TRANSPORTING SAND TO THE SITE.
THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, 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.
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMODATE EXTREME WATER USE OR EXTREME ORGANIC
LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS.
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM.
STEM MAT IAL SPECIFICATIONS
SY
EFFLUENT SEWER PIPE
PIPING TO BE 4" SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE.
FORCEMAIN
PIPING TO BE 1-112",SDR-9 HDPE.
HOUSE SEWER PIPE
PIPING TO BE 4" SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE.
STABILIZATION FABRIC
STABILIZATION FABRIC TO BE WOVEN GEOTEXTILE WITH POLYPROPYLENE YARNS,
TENCATE MIRAFI 600X, US FABRICS US 315 OR EQUIVALENT.
PRESBY SYSTEM SAND
PRESBY SYSTEM SAND TO BE ASTM C33 WASHED CONCRETE SAND. SEE "SYSTEM
SAND GRADATION" FOR SPECIFICATIONS
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND
ESTABLISH TURF.
WASTEWATER SYSTEM
DESIGN
PRESBY SYSTEM SAND GRADATION
ma
Lands N/F Of
PERCENT PASSING
Francis & Joyce Donohue
1007.
14691275
4 (4.75 -mm)
/
No.
8 (2.36 -mm)
80-100%
ASPHALT DRIVE TO BE REMOVED AS NECESSARY -
16 (1.18 -mm)
TO ALLOW INSTALLATION OF WASTEWATER SYSTEM.
No.
REPLACE ASPHALT UPON INSTALLATION COMPLETION.
25-60%
AREAS OF ABSORPTION FIELD NOT UNDER ASPHALT
50 (300-µm)
DRIVE TO BE COVERED WITH 4" MIN. OF TOPSOIL.
No.
100 (150—µm)
SEED & ESTABLISH TURF,
No.
200 (75-µm)
0-3% (MUST BE OBTAINED
BY WASHING)
NO MOTTLING
- ABSORPTION FIELD SETBACK TO NORTH PROPERTY LINE
NO GROUNDWATER
WELL TO BE DECOMMISSIONED
IN ACCORDANCE WITH N.Y.S.
STABILIZED PERCOLATION RATE: 3 MINUTES 10 SEC. PER INCH
DEPARTMENT OF HEALTH
PROCEDURES.
cl
10' REQUIRED
b
6.7' -.
Concrete ,-b
Retairw,n A S,r� A�� -... i
Nall Found
5.1 ' , 112" IRF
CIRF �
3.3' OF RELIEF REQUESTED
~
- FORCEMAIN SETBACK TO PROPERTY LINE
„ I U VERY 7 .,,
4 Q �"� �� `-•�, '^�
PROP, PRESBY ABSORPTION
i; TRENCHES 3 TRENCHES 26 LF I-
Ca —I
-
ap P -� _
W SIOA°F
- ,
EACH, 2 AES PIPES @ 25 LF PER14 I
�'
TRENCH, 1SO LF AES PIPE TOTAL
�"°'"«�
PROP. DIST. BOX I I
Retaining f
PROP. 4" BY-PASS VENT PIPED
100` WELL
3 - _ BACK TO PUMP STATION
_ TACIf - -
- - --- —
- �
PROP. FORCEMAIN L J
Hutchins Engineering (518) 745-0308 Fax
FIELD UNDER DRIVE AREA REQUESTED
I
APPROX. LOCATION OF
CIRF �" app=�
EXISTING W/W SYSTEM.
8 d`rA I
DECOMMISSION &
Lands N/F Of
r_ 6*_. ` / i
REMOVE AS NECESSARY.
Francis & Joyce Donohue
J
t,
s
`
604/871
vv
PROP. 500 GALLON
Concrete
QG
/®�
PUMP STATION
Retaininl �j�
Wallsg /
PROP. EFFLUENT
O
SEWER
12.5
NO WELL ON THIS Porch
PROP. 1,000
PARCEL. WATER ®
PROP, TP -1 GALLON
SUPPLY FROM LAKE 4.5
HOUSE SEPTIC
SEWER TANK
ad✓one s Q 1/2" IPF
/louse�; �t
�rch
or
w
Frac,
Nd ?P 4
1/2" IPF
O.GG' Off Llne �®
Area
10,040± sq.
7
0.23± acres
l<
Adjomer's
Nouse
Axle Found a )2.9
EXISTING
NEIGHBORING
1
WELLf
-- za.
Deck 2nd ,gtory ---
Deck
W
CIRF
Q P OP.
N32°24'W 1.12 �/ tLx
From corner Fire
Lands N/F Of
OP't
Michael & Holly Dansbury
1081/47
Top l /2" IRF Cant r on�Ma�n
stone/Masonry watts �
31± 4koo� �ered.... � all
�-
_.
F�odtin
p 9
ock
Wood Deck ,
Tie Line
Corner
SITE PLAN
Glen Lake Stone/Masonry
-
69'± Along Shore Wall
�
SCALE: I"=20'
GRAPHIC SCALE
10 0 5 10 20 40
( IN FEET )
9A._M,4_1
0 Call Before You Dig
0 Wait The Required Time
E] Confirm Utility Response
Ej Respect The Marks
Dig With Care
800-962-7962
www.digsafelynewyork.co
SyOR"4INE
3/4" IPF Q
WASTEWATER SYSTEM INSTAL TION NOTES
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD
SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
SYSTEM TO BE INSTALLED IN ACCORDANCE WITH PRODUCT DESIGN AND INSTALLATION MANUAL, STATE AND LOCAL REGULATIONS. FOR
PRODUCT INFORMATION OR THE NEAREST DEALER CONTACT PRESBY ENVIRONMENTAL, INC. 143 AIRPORT ROAD, WHITEFIELD, NH 03598, PHONE
1-800-473-5298 WWW.PRESBYECO.COM
AFTER EXCAVATION OF TRENCHES TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER
TO LOOSEN SMEARED SECTIONS OF TRENCH.
PLACEMENT OF PRESBY SYSTEM SAND, PRESBY ADVANCED ENVIRO-SEPTIC® PIPE AND STABILIZATION ROAD FABRIC SHALL BE AS SHOWN, AND
CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE PIPE,
MINIMUM OF 6" OF SYSTEM SAND, WITH LESS THAN 3% PASSING A j 200 SIEVE, REQUIRED AROUND CIRCUMFERENCE OF ADVANCED ENORO--SEPTIC
PIPES. (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS.)
INSTALLER TO PROVIDE SIEVE ANALYSIS FOR PRESBY SYSTEM SAND TO DESIGN ENGINEER PRIOR TO TRANSPORTING SAND TO THE SITE.
THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, 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.
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMODATE EXTREME WATER USE OR EXTREME ORGANIC
LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS.
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM.
STEM MAT IAL SPECIFICATIONS
SY
EFFLUENT SEWER PIPE
PIPING TO BE 4" SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE.
FORCEMAIN
PIPING TO BE 1-112",SDR-9 HDPE.
HOUSE SEWER PIPE
PIPING TO BE 4" SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE.
STABILIZATION FABRIC
STABILIZATION FABRIC TO BE WOVEN GEOTEXTILE WITH POLYPROPYLENE YARNS,
TENCATE MIRAFI 600X, US FABRICS US 315 OR EQUIVALENT.
PRESBY SYSTEM SAND
PRESBY SYSTEM SAND TO BE ASTM C33 WASHED CONCRETE SAND. SEE "SYSTEM
SAND GRADATION" FOR SPECIFICATIONS
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND
ESTABLISH TURF.
WASTEWATER SYSTEM
DESIGN
PRESBY SYSTEM SAND GRADATION
SEPTIC TANK
SIEVE
PERCENT PASSING
3/8" (9.5 -mm)
1007.
No.
4 (4.75 -mm)
95-100%
No.
8 (2.36 -mm)
80-100%
No.
16 (1.18 -mm)
50-85%
No.
30 (600-µm)
25-60%
No.
50 (300-µm)
5--30%
No.
100 (150—µm)
O-- i O%
No.
200 (75-µm)
0-3% (MUST BE OBTAINED
BY WASHING)
3 -BEDROOM RESIDENCE
WATER SAVING FIXTURES SYSTEM SAND TO 8E ASTM C33 WASHED CONCRETE SAND
(1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) INSTALLER TO PROVIDE SIEVE ANALYSIS FOR PRESBY SYSTEM
SAND TO DESIGN ENGINEER PRIOR TO TRANSPORIING SAND
DESIGN FLOW - 110 GPD/BEDROOM TO THE S1 TE.
SYSTEM DESIGN FLOW - 330 GPD
SEPTIC TANK - EXISTING 1,000 GALLON PRECAST CONCRETE TO
BE PUMPED, INSPECTED, & REUSED IF
SUITABLE. INSPECT BAFFLES. i! Arr M1ATER SYSTEM SETBACK SCHEDULE
PUMP STATION - PROPOSED 500 GALLON PRECAST CONCRETE
LEACH FIELD - PRESBY ABSORPTION TRENCHES
DESIGN PERCOLATION RATE = 1-5 MIN/IN
4' WIDE TRENCH LENGTH REQUIRED = 60 LF
(PER PRESBY INSTALLATION MANUAL)
SEPTIC TANK
PROPERTY LINE
HOUSE
GLEN LAKE
WELL
10'
10'
50'
50'
ABSORPTION FIELD
10'
20'
100'
100'
(PER PRESBY INSTALLATION MANUAL)
PROVIDE 3 TRENCHES @ 26 LF
78 LF TOTAL TO BE PROVIDED
ISSUED FOR SEPTIC VARIANCE
TWO ROWS OF AES PIPE LATERALS REQUIRED PER TRENCH
L
SITE SOILS DATA
LENGTH OF AES PROVIDED = 6 ROWS @ 25 LF
-- —�
150 LF TOTAL TO BE PROVIDED
TEST PITS
POTABLE WATER SUPPLY IS TO BE ON-SITE WELL
TP -1 -2/23/17 BY. HUTCHINS ENGINEERING
- MAINTAIN 50' MINIMUM SEPARATION BETWEEN SEPTIC
0-12" TOPSOIL, DARK BROWN
TANK AND WELL
12-29" RED BROWN GRAVELLY FINE SAND WITH SILT,
- MAINTAIN 100' MINIMUM SEPARATION BETWEEN
COBBLES & BOULDERS
ABSORPTION FIELD AND WELL
29-52" YELLOW BROWN MEDIUM & FINE SAND, SOME
SILT, COBBLES & BOULDERS
VARIANCE SUMMARY
- --
NO MOTTLING
- ABSORPTION FIELD SETBACK TO NORTH PROPERTY LINE
NO GROUNDWATER
10' REQUIRED
4.6' PROPOSED
STABILIZED PERCOLATION RATE: 3 MINUTES 10 SEC. PER INCH
5.4' OF RELIEF REQUESTED
- ABSORPTION FIELD SETBACK TO EAST PROPERTY LINE
TEST PIT CONDUCTED IN OPEN EXCAVATION ON NEIGHBORING
10' REQUIRED
PROPERTY TO AVOID CONFLICT WITH EXIS77NG WELL WATER LINE
Checked: GTH
AND/OR PUMP POWER LINE.
6.7PROPOSED
Steves
3.3' OF RELIEF REQUESTED
TEST PIT OBSERVED BY A CHAZEN COMPANIES REPRESENTATIVE.
- FORCEMAIN SETBACK TO PROPERTY LINE
=
10' REQUIRED
o
4.9' PROPOSED
169 Haviland Rood
5.1 ` OF RELIEF REQUESTED
- DISTRIBUTION BOX SETBACK TO PROPERTY LINE
Queensbury, NY 12804
10' REQUIRED
-01 -Sl
5.1' PROPOSED
(518) 745-0307 Phone
4.9' OF RELIEF REQUESTED
- RELIEF TO INSTALL PORTION OF ABSORPTION
Hutchins Engineering (518) 745-0308 Fax
FIELD UNDER DRIVE AREA REQUESTED
i
NEIGHBORHO __- AP SITE LOCATION
Ti
p,OGRESS P VV ONLY,
IE . I CTJ N
OR P0 TRUCONS
NOT UK
TAX MAP # 289.10-1-32
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
0
ISSUED FOR SEPTIC VARIANCE
3/23/17
No.
Revisions
Date
MAP REFERENCE
WASTEWATER SYSTEM PLAN
BASE SURVEY INFORMATION FROM "MAP OF A
prepared for
SURVEY MADE FOR MARIO FASULO," SITUATED IN
f
x '4
.
PREPARED BY:
10 Hemlock Road - Glen Lake
D u
4>
a
z
&
Drawn: JRS
Checked: GTH
I Scale: NOTED
Date: 11/29/16
Steves
=
o
169 Haviland Rood
Land Surveyors
Queensbury, NY 12804
291083
-01 -Sl
(518) 745-0307 Phone
169 Haviland Road Queensbury, New York 12804
Hutchins Engineering (518) 745-0308 Fax
(.5 18) ?t-)"-8474 New York Lia No. 50135
_
d t_
t,
s
`
n
_
T_
F
«
fr
.,
a
LOCATION MAP
SITE LOCATION
+r,
i
NEIGHBORHO __- AP SITE LOCATION
Ti
p,OGRESS P VV ONLY,
IE . I CTJ N
OR P0 TRUCONS
NOT UK
TAX MAP # 289.10-1-32
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
0
ISSUED FOR SEPTIC VARIANCE
3/23/17
No.
Revisions
Date
MAP REFERENCE
WASTEWATER SYSTEM PLAN
BASE SURVEY INFORMATION FROM "MAP OF A
prepared for
SURVEY MADE FOR MARIO FASULO," SITUATED IN
THE TOWN OF QUEENSBURY, WARREN COUNTY,
Carol L Bodette
STATE OF NEW YORK. DATED SEPTEMBER 22, 2016.
PREPARED BY:
10 Hemlock Road - Glen Lake
D u
Town of Queensbury, Warren County, New York
a
&
Drawn: JRS
Checked: GTH
I Scale: NOTED
Date: 11/29/16
Steves
169 Haviland Rood
Land Surveyors
Queensbury, NY 12804
291083
-01 -Sl
(518) 745-0307 Phone
169 Haviland Road Queensbury, New York 12804
Hutchins Engineering (518) 745-0308 Fax
(.5 18) ?t-)"-8474 New York Lia No. 50135
_
RID
GEOTEXTILE
FABRIC
COAR�
FIBER
BIO—ACCELE
9. t
[ Gail Before You Dig
Wait The Required Time
Confirm Utility Response
E Respect The Marks
E3 Dig With Care
800-962-7962
www.digsafelynewyork.com
PLAN VIEW
GEOTEXTILE
FIBER WRAP
RANDOMLY
ORIENTED
FIBER MAT
ADVANCED --
ENV1RO— SEPTIC
PIPE
4" MAX INTO
)FFSET ADAPTOR
-i Rnw
'w,=NMw SWUNA "M
ELBOW LEVEL WITH TOP
OF OFFSET ADAPTOR
2„-4,.
CC IAlt, i CCA At
LEVEL
gr
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OFFSET
ADAPTOR
SPACE
EFFLUENT
_UDGE
4' TRENCH SPACING
1/4” PER FOOT
MIN. SLOPE
WATERTIGHT SLEEVE
& SEAL (TYP.)
SEPT,C TANK NOTES
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF
THE NEW YORK STATE DEPARTMENT OF HEALTH AND
SHALL BE OF PRECAST CONCRETE AS MANUFACTURED
BY UTOPIA ENTERPRISES OR EQUIVALENT.
ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT
SAND OR GRAVEL BASE. WHERE EXISTING SOIL
CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL
BE PLACED AS NECESSARY TO ACHIEVE A STABLE
BASE.
SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE
OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20
WHEEL LOADING.
ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT.
JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED
BEFORE BACKFILLING.
VENT, SEE DETAIL
4' TRENCH WIDTH
12" MIN. GRAVEL SUBBASE
BELOW PAVEMENT
4' TRENCH SPACING
STABILIZATION ROAD FABRIC
OVER SYSTEM SAND & 3'
BEYOND EDGES OF SAND
AND EXTENT OF DRIVE
AREAS
12" MIN. COVER
< b
LIQUID LEVEL
16" 181.
U—A
MIN.
LIQUID DEPTH
30" MIN.
60" IMAX.
_ MINIMUM 2X WIDTH _
MAXIMUM 4X WIDTH
a s a e o a a
PROPOSED 1,000 GALLON PRECAST CONCRETE
SEPTIC TANK
4' TRENCH WIDTH
I
Ni;.7s
SUGGESTED., POLYETHYLENE
EXTENSION TO GRADE WITH
TAMPER RESISTANT ACCESS
COVER (NON—TRAFFIC AREAS)
MIN. SLOPE
-EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY).
SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE.
4" BY—PASS VENT PIPED---\ ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED
BACK TO PUMP STATION \ ELECTRICAL INSPECTION AGENCY PRIOR TO START—UP OF PUMP
STAT N.
ALARM 3" ABOVE
'PUMP ON'
PUMP ON
0
ISSUED FOR SEPTIC VARIANCE
3/23/17
PUMP OFF
Revisions
D( -+`e
DETAILS
prepared for
Carol L Bodette
10 Hemlock Road - Glen Lake
Town of Queensbury, Warren County, New York
Drawn: JRS
Checked: GTH
I Scale: NOTED
16" MIN.
Date: 11/29/16
169 Hovilond Road
Queensbury, NY 12804
Hutchins Engineering (518) 745-0307 Phone
g g (518) 745-0308 Fax
291083-01 -2
VOLUME OF DOSE TO —
BE 80t GALLONS
<
FLOAT SWITCHES —
500 GALLOA; PRECAS
INSTALL INSIDE PUMP PIT
CONCRETE PUMP STATIO
IN LOCATION ACCESSIBLE
WITHOUT PIT ENTRY
INSTALL FLOAT SWITCHES TO
OPERATE PUMP AND MAINTAIN
LEVELS AS INDICATED
ASPHALT DRIVE TO BE
REMOVED TO ALLOW
INSTALLATION OF
WASTEWATER SYSTEM.
REPLACE ASPHALT UPON
II.I-AI 1 ATInkI l nl IMI r-rinAl
ADVANCED ENVIRO—SEPTIC PIPE (TYP.) _
--_. _
PRESBY SYSTEM SAND
RPTION FIELD SECTION - TRAFFIC T
NTS
\ 12" MIN. COVER
TRANSITION TO 4 DISTRIBUTION BOX
OUTSIDE OF D—BOX
BAFFLE !
1-1/2" USE SPEED LEVELERS TO ASSURE 2"MIN.
FORCEMAIN ALL OUTLETS ARE AT EXACTLY
THE SAME ELEVATION 2"MIN. DROP _;
BALL VALVE 4" PVC SDR -35 SOLID HEADER TO BETWEEN INVERTS
ABSORPTION LATERALS, 1/8" PER
FOOT MIN SLOPE
1-1/2" SCH-40 PVC INSIDE WET WELL
THROUGH WALL
UNION — LOCATE SUCH THAT UNION
CAN BE DISCONNECTED AND PUMP
REMOVED WITHOUT TANK ENTRY
REDUCING TEE POINTED DOWNWARD WITH 1"
BALL VALVE THROTTLED TO ALLOW TRICKLE
DRAIN BACK INTO WETWELL
BALL CHECK
VALVE
GOULDS WE05H PUMP
SEAL ALL TANK OPENINGS WATERTIGHT.
PROVIDE AND INSTALL UL LISTED PACKAGED PUMP C01. ROL PANEL
WITH VISUAL AND AUDIBLE ALARM. INSTALL SIMPLEX, DEMAND
DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION.
INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH A,' ARM
IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS
AND NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS.
PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE
A 80 GALLON DOSE.
EFFLUENT PUMP TO BE GOULDS PUMPS WE SERIES, MODEL WE -05H
SUBMERSIBLE EFFLUENT PUMP .5 HP, 230 VOLT, 1PH
VERIFY EXISTING EL_ :TRICAL SERVICE PRIOR TO PURCHASING PUMP.
ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED
ELECTRICAL INSPECTION AGENCY PRIOR TO START—UP OF PUMP
STATION.
GEOTEXTILE —�
FIBER WRAP
RANDOMLY
ORIEN TED
FIBER MAT
ADVANCED
ENVIRO—SEPTIC
PIPE
TIENT DETAIL
N TS
TAS` MAP # 289.10-1-32
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
0
ISSUED FOR SEPTIC VARIANCE
3/23/17
No.
Revisions
D( -+`e
DETAILS
prepared for
Carol L Bodette
10 Hemlock Road - Glen Lake
Town of Queensbury, Warren County, New York
Drawn: JRS
Checked: GTH
I Scale: NOTED
Date: 11/29/16
169 Hovilond Road
Queensbury, NY 12804
Hutchins Engineering (518) 745-0307 Phone
g g (518) 745-0308 Fax
291083-01 -2